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ARB201600002 Plan - Submittal (First) 2016-04-04
R EAST (ROUTE 29) ELEVATION 1/4" = V-0" Notes: 1. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 2. Window glass in the Entrance Corridors should meet the following criteria: Visible light transmittance (VLT) shall not drop below 40%. Visible light reflectance (VLR) shall not exceed 30%. Specifications for the proposed windovv glass are indicated on Sheet A0. 4`0, 13'-4* Ll 0 4-0' 15-2 J -------- - --- ------------ 8 -6 ------------------ z V-6 v 0 I / 1 � ��o I /S OL 0 -INS L. O11.1111IIZZILL 7)� v,, 7 II l'-4 0 3.-0. 6'-4" it 17-1 3/4' 1 I/4('-01/2' 3-101/C 20 7 5 7/1' Mr 9 rD 7 5 7 0 1> ID -6 5/8- -7 M 0: 9 9 < V\ =0 Z TH (P IJ C) 1.1-1 1/4* I II II X 0 CD M M V-6 7/8- I. -I 3q/1 2 -0 ------- 0 _7 -77- (HOLD) 8 1114"9 3/1 z n 2 z 8 4- G� j �cv 0 '0- 1, A 6'-4'M0. 4'-5' V -D' 'L 4'-5* ')H SECTION AA GROUND FLOOR PLAN 1/8" = 1'-0" Al 2" MEFS WITH EF5 FIN15H@) E X 1'E I0 IR t"I'l A T E IR 1,4 L 5 F I N 15 0 5 /C P. E D U L E _X4,X1&,, `0� 1�,C45TLE AR-W1T=C,%R,44L W C:J570"1 C-CLICIR I `(Jr4!TEEIRCH5F-mr- M!X 1`-,C;RTA"R TO M47CW,55ZIC<_ 7 X E'F5 BY `5E\Fr-_'-Y ", "IDIRY -v'T', '15TO, OR 4FFIRCVED E,'.-IJAL. COLICIR TO MATCW PF21G 'DELIC-ATE 1" MEF5 WITH EIF6 FIN15H 0 L14TE", SAN�0 0 11'f= META RCC=N.,S 5*'r5TE*1 BY '5-=RRI`�:E`. `v\4 -Cl AD'II, ''Z) -E X L MZT14L61 OR 0 -'T/ DR'T'-V:T% 7CM COLOR TO �;,4Tr,.j sH=_t;wN E:'15 B ' `,5t \EF;ej 5TO�. CI 4FFROVED E-Z4L. CUS� IJILL14`15 P.41N-T 02724,B_'Alr< GWERIRY. 54ND r_IN15L;, z --PR *VT', '$TO', CR M I OVER ECJ4L, CUBTCM COLOR TO M, iCP -0-M'TE" TEC IUIIE ul _3 z LU 51 at; "o 11 54ND A Ho 4"X4 XI(54aJI<-51R;< ,T L0/'45TLE ARI_ ITECTUR4L PIRC:)IJe "J4RE0 T4N V LU TCF1 CCRSE Tj RIFLE Se_'CRED VERITIC41-LY tv 4" 0C, 5FZ-C- MIX MCR74R TO MATCH BRICK Uj Uj /"^'ORED::ILM Ac'FLIED 70!NSIDE F_AG_E OF GLASS"31' IMAGE GR4F'Ptr_5. *3630-6e,:)URAXODIC A rl-M W:T�4 GAcKET5 L*W( L;:4<5 4F;Z-: F_=F;r11TT--M. LU M 2 LA`EFZ5 OF WINDOlj FIL"i 4=FL!E:) TO INN5'D;_: F4CE OF GL,455. r-IFZ5T LATER. "3M",''1125.32.4 FR05T. 0 it D'F;U5--_R Z CL LL (D IX6 50UTHPN GYFIRL15,__�t CI 5FN_Fr2 }dam_14'OTE-, 'I I W(ND= F111 -M, BY "4"E_!Z'CAN SIGN R1-:)UC:7,S" EE�Zql !RI'1W4A< AT (t4 CO 2 S5 LU U_ NOTE, t -L'- M450NIRr M,*.),RT4-CZ'5 BY `QJ!<RZ-7E S!cl-:r- !'11X`. COLOR TO MATC14 MASCiir UNITS Mo r-CNTACT, FAT 0 -COLE 4T 2�'6-608,0 Notes: 1. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 2. Window glass in the Entrance Corridors should meet the following criteria: Visible light transmittance (VLT) shall not drop below 40%. Visible light reflectance (VLR) shall not exceed 30%. Specifications for the proposed windovv glass are indicated on Sheet A0. 4`0, 13'-4* Ll 0 4-0' 15-2 J -------- - --- ------------ 8 -6 ------------------ z V-6 v 0 I / 1 � ��o I /S OL 0 -INS L. O11.1111IIZZILL 7)� v,, 7 II l'-4 0 3.-0. 6'-4" it 17-1 3/4' 1 I/4('-01/2' 3-101/C 20 7 5 7/1' Mr 9 rD 7 5 7 0 1> ID -6 5/8- -7 M 0: 9 9 < V\ =0 Z TH (P IJ C) 1.1-1 1/4* I II II X 0 CD M M V-6 7/8- I. -I 3q/1 2 -0 ------- 0 _7 -77- (HOLD) 8 1114"9 3/1 z n 2 z 8 4- G� j �cv 0 '0- 1, A 6'-4'M0. 4'-5' V -D' 'L 4'-5* ')H SECTION AA GROUND FLOOR PLAN 1/8" = 1'-0" Al 2" MEFS WITH EF5 FIN15H@) W 4" 4" 4" 7 X cv 1" MEF5 WITH EIF6 FIN15H DENTIL DETAIL NTS 711 M /I �111 /I LI II SECTION 55 SHEET NO. 02 U W C) F_ 0 z 0 0 CL 0 z LU ul _3 z LU C0 A 0 Ca LU LLI Uj Uj LU M cl: 0 it N Z CL SHEET NO. 02 U > 0 z 0 CL 0 L Cn C.14 LU ul _3 z LU A z LU Uj LU M cl: 0 it < Z CL LL 00- z< LU U_ Mo z < Uj „t in M M =1 0 LI_ en L) 0 z 0 Uj — I-- U) > W SHEET NO. 02 U e SOUTH ELEVATION 1/4" = 1'-0" Notes: 1. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 2. Window glass in the Entrance Corridors should meet the following criteria: Visible light transmittance (VLT) shall not drop below 4010. Visible light reflectance (VLR) shall not exceed 30%. Specifications for t:he proposed window glass are indicated on Sheet A0. NORTH ELEVATION 1/411 = V-0" CD • C i► co • 0 0 rCO Uj i W. UJLUr In i ti ,. R LU W Ly • .. LUi i s LU i I • Co C•LLj 0 „` LL Ni Uj re I C� N 54 FOfF U I 6fJ C"S C; C. C. LTJ C 0 M c n'. SHEET N0. 03 w Et IQ � ....... ... . CC (3)!, 1 i ...... . ... .. . . . . ............... ...... . ...... IG (14) 4. PL (8) PL (6) JV (4) 7 ......................... . . . . . ........... . .. ........... . ............. .......... .. . .... ........... . . . ...... . ........ ......... . FOR LANDSCAPING WEST OF STONERIDGE AVENUE SEE LA APPROVED PLAN ENTITLED "I FINAL SITE PLAN, DRAWING UNE OF STONERIDGE EXISTING EVERGREEN SCREEN (NOT INCLUDED IN LANDSCAP CALCULATIONS.) ... . .......... .... .. -4 K(4) z VD C �(1) )T GT PL (3)1 1 J G P41 vo IV., U' -PRO IOSE D SID ELEV= 56 .',0 Exis nNG SID EY EL&=562.4 IV G EXISTING LANDSCAPING (TYP) 'OT INCLUDED IN LANDSCAPE f ter (N w UNLESS LABELED.) 7 —A �w . ............. . VIV Vv r 'v, 4 6.r1 arr IF THI! GRAPI ................... . . ... . .. ........ .. .... .... "7 A .7, LA 30 Ir— w L7 w > TB OP Lic. No.7 14 OA z ENGINEERS SURVEYORS PLANNERS ACs"sociATES Pn 14.v Al 19 DESIGNED 13Y.' RU PROJECT: BYS RESTAURANT & 13REWHOUSE STONEFIELD BLOCK "G" MINOR SITE PLAN AMENL ALBEMARLE COUNTY, VIRGINIA w cn CL <U) Lu I' -< c/) _j M z Lu <Z DRAWN BY. KTM C) z Ri Z CL TITLE: LANDSCAPE PLAN J 0 uj W DIHR BY., Dw Q Lr) W LL rj z ul Z Q0 0 Ir— w L7 w > 0 z 0 z w cn CL <U) Lu I' -< c/) _j M N SHEET N0. 0 5 c:1 w > z 0 M w 0 CL a. c/) _j M z Lu <Z < C) z Ri Z CL J 0 uj W CL Q Lr) W LL rj z ul Z C) LL_ 0 W LL. ca 0 W z 3:: 0 ui . I-- > cr) w w N SHEET N0. 0 5 ME, ! "P" FIXTURES = 40OW PSMH "XB" FIXTURES = 70W PSMH FLAT LENS FIBERGLASS LIGHT POLE --�-- P, P1, P2, P3 20'-0" XB,XB1 12'--0" #12 GROUND WIRE TO JUNCTION & INLINE FUSES TO FIXTURES fHAND HOLE/COVER Jill 3'-6" 1111 Jill 2'_g„ TOTAL OVERLAP Jill JOINT 1-1/2" BELOW TOP OF BASE . ■ItNI �!� DUTY CONCRETE BASE- HEAVY I, CONCRETE BOX. REFER SPEC 16050 . ! PULL ! GRADEFINISH ■��I�11�"'.IIS"'..1111�1�.�11�11'-1140.11_...1—'"',yll�l.���� ��l�.�fi�t1F.�1�-�11F.�1[�-?,.I� "�."11.�.sl --• ` ' € _ w . a I111 . • • r !---! t r,-.+ t k, ->i t t<,>€ t r,T,a t t, -.-h t tz,st t !,-,--t t �,-art-:-rt t t•>s-a t t- 5/8"0 & 10' Jill +¢ 36" MINIMUM COPPERWELD GROUND RODS illi illi Y s'4 y ELECTRICAL CONDUIT FOR ?" GROUNDING Ci%NDUCTOR — r + . 0 ": :• �= : ELECTRICAL CONDUIT(S). ALUMINUM TUBE EMBEDDED •_ • ' : QUANTITY AS REQUIRED IN CONCRETE BASE _ 2'-0" DIA. Note maximurn overall height of XB and X131 Selux fixtures is 12 feet. LIGHTING FIXTURE SCHEDULE ALL LIGHT FIXTURES SHALL HAVE FACTORY INSTALLED DISCONNECTED MEANS PER LATEST NEC CODE TYPE MANUFACTURER NUMBER LAMPS MOUNT WATT FIXTURE REMARKS COOPER GSM -AM -400 -MP -MT -AS- VALMONT *_ 2b' -O" ABOVE FINISHED GRADE. ROUND P MCGRAW EDISON FG -BZ W/ MA1007 W ✓ VENTURE FIBERGLASS/ 450 2 TAPERED FIBERGLASS/ALUMINUM POLE Cn V VENTURE BALLAST 1-400W PSMH ALUMINUM < (VALMONT COSTCO-115-10-20 POLE). ti NW—CL aEn �.LU POLE SEE DETAIL. FIXTURE SHALL BE POWDER UJ LL PAINTED, ELECTRO -STATIC APPLICATION UJi • PS COOPER GSM -AM -400 -MP -MT' -AS- FG -BZ W/ MA1007 W,/ VENTURE VALMONT FIBERGLASS/ 450 1 POLE SHALL HAVE A MIN EPA=10 FOR x MCGRAW EDISON 100 MPH WIND 1111 VENTURE BALLAST 1-40OW PSMH ALUMINUM UJ POLE JX COOPER GSM -AM -400 -MP -MT -3V- VALMONT P1 MCGRAW EDISON FG -BZ W/ MA1007 W,/ VENTURE FIBERGLASS/ 450 1 VENTURE BALLAST 1-40OW PSMH ALUMINUM POLE P2 COOPER GSM-AM-400-tvIP-MT--AS- VENTURE VALMONT 450 2 MCGRAW EDISON FG -BZ W/ MA1007 W,/ 1-40OW PSMH FIBERGLASS/ VENTURE BALLAST (MULTITAP ALUMINUM PREWIRED TO 240V) POLE COOPER GSM -AM -400 -MP -MT -AS- VALMONT P3 MCGRAW EDISON FG -BZ W/ MA1007 W,/ VENTURE FIBERGLASS/ 450 1 VENTURE BALLAST (MULTITAP 1-40OW PSMH ALUMINUM PREWIRED TO 240V) POLE P4 COOPER GSM -AM -400 -MP -MT --3V- FG VENTURE VALMONT 450 1 MCGRAW EDISON -BZW MA1007 W � 3/ FIBERGLASS/ VENTURE BALLAST (MUILTITAP 1-40OW PSMH ALUMINUM PREWIRED TO 240V) POLE XB SELUX DSC6-R3-L1-H070T6--942-15-BZ PHILIP ELITE 121 -277 W/A35-12-BZ--BC1 POLE CDM -7 STRAIGHT 80 1 1-70W T6 ROUND ALUMINUM g SELUX DSC6-R3-L1-H070T6--'942-15-BZ PHILIP ELITE 121 -208 W/A35-12-BZ--BC1 POLE CDM -7 STRAIGHT 80 1 (SAME AS 'XB' EXCEPT WITH 2O8V 1-70W T6 ROUND ALUMINUM BALLAST) L1 SLV 8152082U-12OV-GU10f/GU10-2x50 GU10/ PAR16 WALL HALOGEN 50 1 120V 50W 2700 K L2 TMS LIGHTING P6W-PAR30L CMH-UNV-BC PAR30 CML WALL 50 1 Features • Integrated energy-saving LED technology tf 4 '`..-°`•', , • High CRI for rendering architectural highlights and decor ,. +„• :: ^4 ° . = .' �� • Widespread downlight distribution with cut-off'. +:.-i.'i • Architectural aluminum construction sealed and askete , 9 d for weatherproofing and durability • Available in a variety of popular finishes to complement most commercial environmentsf `Y • Cool operation for extended) lamp and component life • Easy to install and maintain:; easy to clean and re -lamp ` Applicationsr The P6W Downlight is ideal for producing a grazing effect on ,_ `'` textured finishes, for an interesting effect wherever it is used. It is ideal for aesthetic illumination of inner and outer walls, fa --s cades, entrances, and anywhere near -wall illumination ora grazing effect is desired. f ' Enclosure The durable, die-cast aluminum enclosure protects the lamp and internal components. With a simple, aesthetic design, the shape and finishes blend with most corporate environments to§g t; complement the existing architecture. '. Dimensions Reflector An internal reflector projects light in the downward direction ` with cut-off. The high grade, spun aluminum reflector is highly specular to make the most use of the lumen output. Calculated I'” Y' placement of each type of lamp ensures that light escapes the ° 5 ' aperture in a controlled pattern. v ; Diffuser The optional diffuser is a clear, tempered glass lens, sealed :+s=rym: and gasketed to the enclosure. This is necessary to obtain the IP23 for outdoor applications. An optional baffle is available for concentrating the beam. Lamping The P6W Downlight is designed to operate with 15W LED, CF ballasts are also equipped with a RFI circuit to eliminate compact fluorescent (42W max.), metal halide (50W max.), any electromagnetic interference. Dimming ballasts and emer- and incandescent lamps (10OW max.), for design and applica- gency ballasts are optional. tion flexibility. The LED source is capable of producing remark- LED Driver able spectral characteristics, with CRI of 94% and CCT of The LED source is controlled by an advanced electronic driver, 3,368°K, excellent for rendering highlights and foliage. for cool, flicker -free operation, and energy savings. Built from Socket quality components, the driver delivers consistent power and All sockets used are compatible with other components in the extends LED lamp life. The integral mount is standard and supplied system. Overall, production is in compliance with remote mount is optional. North American and European electrical standards; see Com- LED Dimmer pliances. The optional LED dimmer can be installed into a standard Ballasts switchbox. It controls the intensity of the light output over the Electronic compact fluorescent and pulse -start metal halide upper 90% of the range (10% min. to 100% max.). Integrated ballasts used with the P6W Downlight share many attributes pulse width modulation (PWM) technology ensures a consis- that contribute to the quality of light, energy savings and tent color temperature (CCT) when making adjustments, for no safety: color shifts or blurs. You can adjust the amount of light while • Virtual flicker -free operation maintaining the same quality. • High ballast factor of 1.0 for maximum lumen maintenance Mounting • High power factor greater than 90% The mounting canopy is formed of high-grade aluminum. Mount on a flat surface, directly over a standard 4" electrical • Low THD: CF < 10%; MH < 15% junction box with 3-1/2" holes center -to -center, in the vertical • Sound rated "A" for the most quiet operation position. • EOL protection switches output OFF on lamp burnout Finishes • Environmentally friendly, containing no PCB's The P6W Downlight is finished with a durable polyester pow - Color -coded leads for easy installation der -coat. More powder -coated base finishes, and RAL colors • Manufactured to IS09002 Quality System Standards are available. See the TMS Standard Color Chart. _. l: i `i` f l 1. t t'-, _a .i L ...._. t-�€ .... _:Cl C.•I 't r1 I ,? C+ : r'1 I_ - - .. .: ...............!.. ..._......::.........._..... ... ,.. , , f ..w.......... ...... ............... _........ _...... . ......... ................. ...... ........ .-...... .... ..... S, m - - - -- - _ co r[) tl,) to I lC'7 i' i fr—°«'J _ t •1 +'F (� — • � f' I -j ot- • .rs gra t :''J 1 00 a t [`, ( I f -a !,. [ ` r" S:�•7 1. t-^ LT, r-, C•1 [ 3 is t•t .�, t,,r:� 4. ,0Cr' (WD S: zl 0 00 ,� r_ { .. »t •ti �,s - f.c _ L...1`•'I--Its [7. lJI 'Q) ! ,, t, _. 00, ISk {'� ! .. L> )� :F I� 1 t .! F_• , j .,1 -[7 l ! _ ryg' t�: r .F 1 f �t;' N l.�' ' t i_•: .. t � .. ! . r Cr ]t( + t « t '.; _. _, �+ � � tom' U:.. , t. ;y€, C_`� l. -a Ei� a,• f_+ - .t+ ; '[� .. .,. Il (l coX is -a -• ``�:�'I— -p I - Cloo 00 < ,P r- ( J, '„•.� i - • �._. „ f « iii. C 't : t_•+ C_rF ; .i -•.1 C^. +'1: +t} (.{t �: [^.� {'i : .,t r; ,.J {._ --. t'i tti• _ e•: r t.., -,t V N ' i i !E . i I ' I � 1 .j- (" :t' •,t LJf fE_:r t:'t ,,... Ll' €_. •t� ? - r C1J �.. ti rt: r t :r': •C> L. -, t✓, !; 00 ou NJ CTN l� J C r Q7 j•3 I_ I I." r, ... ....._..._______.._...._..7 .€ --.; .•J ,., L +� �, '-,d [f`' i.. l•J it"• r- r— � i." y t � i°� � �.., ay t: ;" '- CLI 17, .«. � � ._ .. _� *., i' to S<< �5,� yb -.. H - rte',,. .. _.. .. .•, �.. ._ f , ® 1. ALL P, XA AND XB FIXTURES SHALL HAVE BRONZE FINISH. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE LUMENS SHALL DE A FULL CUT-OFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN THE RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 3- AUTOMATIC DEVICES SHALL BE USED TO EXTINGUISH EXTERIOR BUILDING ILLUMINATION BETWEEN I1:OOPAND DAWN. BUILDING LIGHTING SHALL NOTSiTe Lighting Plan BE MODIFIED TO REFLECT SEASONAL COLORS. 4- ALL CALCULATIONS HAVE BEEN RUN AT INITIAL ILLUMINANCE (LIGHT LOSS 1"=60' FACTOR OF 1.0) cD r Wy �� C4 • O *_ • r- Z ~�++..�� Cn V J W < ti NW—CL aEn �.LU 0 c. t" SHEET NO. 04 r • • ti NW—CL IL �.LU 0 c. r M: UJ LL UJi • Ari Ca • x 1111 Z UJ JX t" SHEET NO. 04 mut `J °3a"i,w—.P;(.".,,a.fin.y+.A°eTwi:."Ihk^a^w,'wa"msw-,.,.,-.,.>,... ,e- —1 FILMED GLAZING VISION GLAZING :< , : ,, +..,,,,,,, +4., sF a !._ r, :1' .; "F ii a a `4:i ,, , -. ,• :° a k aY .• ' " a' I'h,Ay,,,,,-d"•: t..f:`raSM.F.'.xn�`^,u °.. 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THE INTENT OF THE MOCKUP IS TO CONVEY THAT THE PROPOSED FILM, 3M SCOTCHCAL 3030-69, WHEN AP- PLIED TO GLAZING IMMEDIATELY ADJACENT TO A VISION GLASS PANEL, PRO- VIDES A NEARLY IDENTICAL APPEARANCE TO THE VISION GLASS WHEN OB- SERVED UNDER THE DIFFERENT DAYTIME LIGHT CONDITIONS. WINDOWS WILL THEREFORE READ MONOLITHICALLY WITH NO INDICATION THAT SOME PORTIONS OF GLAZING ARE FILMED, TO THE TYPICAL, CASUAL OB- SERVER. THE USE OF FILMED GLAZING PERMITS THE IMPLEMENTATION OF FENESTRA- TION ON THE BUILDING FACADE IN LOCATIONS WHERE INTERNAL, PROGRAM- MATIC FUNCTIONS REQUIRE A SOLID, OPAQUE WALL SURFACE, THEREBY EN- SURING AN ARCHITECTURALLY INTERESTING FACADE APPROPRIATE FOR THE PROJECT'S PROMINENT LOCATION ON THE ENTRANCE CORRIDOR. OVERCAST CONDITION MID-MORNING SUN MID-AFTERNOON BRIGHT SUN CD 0 T 'w C) �_ > i C`rd O • z .. cn � • Q W ui '' U 4 O t!) w c r,: t+ I w «z ca c^ 7 . £19 . W " r G I 'L' 1—i Ic C m 0 as 65 S c c '. SHEET NO. 07 4� I llt-_ �_ > i r. • .. co I .. ,_ r • r '' y r �. LLJ 11 i 1a rr r: r LU i Ix i w c r,: t+ I w «z ca c^ 7 . £19 . W " r G I 'L' 1—i Ic C m 0 as 65 S c c '. SHEET NO. 07 4� I llt-_ 1= YS- ir 7 ,V�;,,'N^'i•-:q„ �°i.i" �.'s+c„A ''z -=�+ ��:.-`�#';�- dimes ,� *$"� ry&• +L'",✓ •r ISv S `�`.:^.: ii^�='."`Y° -z° �<.< d r t .a$'i° -� �, `Ay "�r'.t a �.', v>:. �6'�^•�`^t'F � t{`''•,{. ^ � +iF� t �' `aY.>,�, r-�a"t,. •'7`,y s'� .'�a ," }�, « g a:•' A,., iF. .�r, +�'s d x' t. + aP•$ ° -" tw' '�*q n�. ` 5`'��^ ., ia,' " m'',y�„ 'a`py••',:�. -F„�w_ giP..+,: ."^�.p..� m N 'v N'i ,. .%t"• .,±° x V,. >;a Building G4$ggg' Building G3: ` 9,600 SF �,' ` 12,100 SF x` y5 •f,L� ,p7 t`g, ' � .-... , - �' �' _-w �«.-` .. g, v ;• n ,<. -. ., q - ., o- m",m-,.,.� •-,M • ' j� ' ' € r..^ �'� ":'thy —tee3ya e .t ,�dt,":', 't•Jtx '�R. "+'.Y:y'.•''4.'`;,n r'• tib�`` ��c�'``°;-!a '<Ifaroc�.:c e-,ra'*:'aµ'a;`:M. 't,," a$e�,t,rt 8, �4+"a-.� x.°+c.Q:s:+r &'•d& ix °.,�a 'imtxS iX p N Id- ESN 4•.B y�F `,�..-a �r.P`. 9L"r� :'��,7p e �7 4 ,. a j{ " s9 gs .f: F k� r. m�yrewym.;<< �$%�-r,•—',"',q R'%'+^4 �,^, - ", � ^-'=w3 ,h,ne„ Yr..i,' .. ��*' 4p A , t � n• #, �'4 w._ �� �,p,x _r'°�.u:, '� ,_.....,,.i: --w- �d;'a;:,r;:.°e `. �"^ .:'r• ;s!' ,, �' °' ..f.�_b:.:k ' Ic , �.' was' ,_�,.,'. *, 'aaFF'" T''�'. � ,�•iY;..~ '<ti;'" +•o . a 4. Building G2 -�77 sb Buildm G1 „Y I.: 7,000 SF �.. ', - - ..- �K':� .., <.�,: 1. h, - ... ,' ° • ..`.t'� ' •?'* '. a %� J �,yrs s � t-56' i. �� � � P�A .�fa;r4��,,,gr„ 1� t ii'�����°'�°•sr '.1 {�:. ,,$ �e ,+. ` ,� t ° ya: W �*�• •. , �I' al z t � � ,;"..��±,°s�'� ' re � �; 7 7�1; °kg �i p � ;� ? `�.'� �"R�.S ;'+?( '^� •,.. .�' z 4� ;r§ �f )5 Ar ., t'm 1. . 3 :i Qj: q'• s. f4 E. 6,000 SF -nta a' t ,��•^ uJ 4�. Ji, 4 ,: "�f� ��# 04' ;s``r 'S;y�..'�`^, ;+�. �,' �° :a `s -,r •'y. s- e.''Y' ,,;.w �.';. ^"i'3"" r,' ,X �'.? 'd > `t` �b"4,a9; Fz # �rm,%�`� ���> � � +zJ` �_,r�mM,� ++rrt.� z� �•t' �a;zd' : .t� �,;. s >� ##1►+14#rra###'iAO##�ffi• �^,.�-y;.. ;.. ya�.�lt` ,.,4 I North Elevation 1/891 = 11-011 - N East Elevation 1/V1r _ 11-01r 41'.1" z O "1 to 1'-4" I 211-0" TYP B1 ! 1 ALT :. .. . C1 C2 F2 ALT i S 0 11 RQI_R" 681" 23'-7" __.-.�. ROOF VtiIC South Elevation 1/811 = 11-0,1 Notes: 1. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 2. Window glass in the Entrance Corridors should meet the following criteria: Visible light transmittance (VLT) shall not drop below 40%, Visible light reflectance (VLR) shall not exceed 30%. Specifications for the proposed window glass are indicated on Sheet A0. T h K1 Ln ca 0 h SHEET NO. 01 in �— W CD (N M r. CL �— K M 1111 z J r. LU < U) u J , W �i r CL 9 w C.. T h K1 Ln ca 0 h SHEET NO. 01 in i i M r. CL K M 1111 J r. LU < u , •Z �i r CL C.. i LLJ LL 20 J .+ LLJ • UJ •• CoU. ., Ui drr M f rr IX 9 J M T h K1 Ln ca 0 h SHEET NO. 01 I 0 y x mwl �.:.,,t. �•,�,...,. ,., .. 'i 4' e ,+.. "rorts.-:ro°` 'S<r.ra:,. ,s...rN >,.;, � h .t „ 7 4. «-.� ,.-i.- �4..!! 'W �. t RALy.n s A, f .Hew "�1M'Y� :«•. Y*r, }w.:: vn. V =i.•t v....1 :r: } 'Ly �•L t { - 't V, �t , n , JAREDS GALLERIA OF JEWELRY AT THE SHOPS AT STONEFIELD -PHASE II,PARCEL G PROJECT TEAM: OWNER EDENS 7200 WISCONSIN AVENUE SUITE 400 BETHESDA, MARYLAND 20814 301-652-7400 CONTACT. RYAN LOREY TENANT STERLING JEWLERS, INC 375 GHENT ROAD AKRON, OH 44333 800-877-8169 CONTACT: MIKE WATERMAN ARCHITECT FRCH DESIGN WORLDWIDE 311 ELM STREET SUITE 600 CINCINNATI, OH 45202 513-241-3000 CONTACT. JASON PATTERSON CIVIL ENGINEER, LANDSCAPE ARCHITECT WW ASSOCIATES AVEMORE LANE CHARLOTTESVILLE, VIRGINIA 22911 434-984-2700 CONTACT: ROBERT UMBERGER ELECTRICAL ENGINEER, LIGHTING ANALYSIS T.E. INC. 830 NORTH RIVERSIDE DRIVE RENTON, WASHINGTON 98057 425-970-3753 CONTACT. HARDY WIDJAJA SHEETINDEX 00 COVER SHEET 01 APPROVED ELEVATIONS TO BE AMENDED 02 PROPOSED PLAN AND FRONT ELEVATION 03 PROPOSED SIDE ELEVATIONS 04 LIGHTING PLAN 05 EXISTING CONDITIONS AND DEMO PLAN _ a �O Q FASHION SQUARE MALL �N1T yyOOD PARCEL G A�/4<1 ll f "...} SITE SEMINdE SQU SHOP CE ERR �o >70i wy_ � a 9 � V Up VICINITY MAP 1" = 2000' SUMMARY OF AMENDMENT SCOPE: 1. AMENDMENT TO CERTIFICATE OF APPROPRIATENESS ARB -2014-140: THE SHOPS AT STONEFILED PHASE 2 BLOCK G. 2. ALL CHANGES ARE RELATED TO BUILDING G1 AND THE IMMEDIATE, SUR- ROUNDING SITE AREA. 3. BUILDING G1 FOOTPRINT IS REDUCED IN AREA FROM 6,000 SQUARE FEET TO 4,575 SQUARE FEET 4. IMMEDIATE, SURROUNDING SITE IS SUBSEQUENTLY ADJUSTED DUE TO REDUCED BUILDING F INCREASED. FOOTPRINT. PERVIOUS SITE AREA IS INCR ASE . 4. FACADE ARCHITECTURAL COMPOSITION AND DETAILING ARE PROPOSED FOR REVISION AS SHOWN WITHIN THIS DOCUMENT. 5. BUILDING HEIGHT TO TYPICAL PARAPET IS APPROXIMATELY THE SAME, BUILDING HEIGHT TO RAISED PORTICO ELEMENTS IS PROPOSED TO BE IN- CREASED APPROXIMATELY 5 FEET. 6. EXTERIOR WALL LIGHT FIXTURE TYPE FOR BUILDING G1 IS PROPOSED FOR REVISION AS SHOWN WITHIN THIS DOCUMENT. 7. NO CHANGES TO PARKINGLOT, PRIMARY PEDESTRIAN WALKS, OR SITE LIGHTING ARE PROPOSED. COMPATIBILITY WITH ENTRANCE CORRIDOR: THE PROPOSED AMENDMENT OF BUILDING G1 INCLUDES BUILDING MASSING AND SCALE APPROPRIATE TO THE BUILDING LOCATION ON THE PROJECT SITE, OFFSET FROM THE ENTRANCE CORRIDOR, AND RELATIONSHIP TO OTHER BUILDINGS ALONG THE CORRIDOR AND ON PARCEL GAT STONEFIELD. THE MATERIALITY, INCLUDING PRIMARY FIELDS OF BRICK MASONRY, IS COMPATI- BLE WITH THE DESIGN AESTHETIC OF THE CORRIDOR. i if f U,l i 1 l f rt; ?'.`4 i_ 1 i $ E r »� 1 17 _-� cos Wrticle i . , r►'','/"./�"'�� STM: d. _ i 1 r ti 'Ifi `p. , t 'r• ? ` i..,E ! ,�=' Sit ,• tr' 4 A•1 � � t i �i � r { �' F r �A, 3>-! � 3 �t Ji �� zE�j,�-L-"�E T ... 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El_ _ - - _ 166 D cn ,ems-- Z �;A 101 N0RTH Ute o D - O D z cr, V) _ v W Q ~� 2 1 5 L� O m I Ll ila 04 05 0 ! a I o r f 20'� _ ' m 201 Q I i ❑� [ D uj �' , '�,�,` -9 \ +� + x x — — x ' � • � . � � /. 1 l I + .a I � � Z u" � ;, DEMOLISH PAS 1 x1 l o ®. '�' MRARKINGS AND ADD -- — - - x� a- :1 TURN-ARROW 200 L�TKIDG$A — AND STOP BAR �� „I, ® tom,? (L C0 f II SAN - J _ N qN ^AN SAN SAN SA SAf SA SAN S S SAN SAN AN SAN - SAN s J,I ` o I°� LLQ <w e W 441 21 4 1. TYF ) 411 j 1' a, NOTE: Idol F— _ o EXISTING TREES TO REMAIN SHALL BE ® Z �. 7X z I PROTECTED PER THE ALBEMARLE COUNTY ® Q 0 x � II x 47 II-rl,: , 4 !I STANDARD TREE PROTECTION DETAILS. Z p p„ I 1. 9 4 72 4-72 1 t a� Q 1-- 1 Uj LL 2i0 D 1 ! I \ ADJUST PER z � a I: o ® a W I16(, NDSCAPE a ^j Q IG BUILDiiw' ; i \ -- S54°21 '36"E . I LAN J ® L.. _ ® 245.64' ( I o in CD W C/ a , \'I, O cl: � TMP 61W -,3-19A Ijj ! ALBEMARLE PLACE EAAP, LLC 1 67.1 I o V W >. LU 1 DB 4467 PC 302 ADJUST PER I ( to c Q I LANDSCAPE � EX 20' WIDE SANITARY 1 " PLAN I Uj SEWER EASEMENT `Uj `® DB 1870 PG701 I II i/ i I �. o r- 0 DB 1864 PG31 PLAT * I > EXISTING 10' TALL I I + ��/ lu.i I SCREENING WALL "'' ( /-� 160 1 4i C 70 I ° 3.0' ul I' TREE DEMOLITION OF MEDIAN AND CONSTRUCTION 177 (TYP) OF NEW TURN LANE SHOWN ON THESE PLANS = o. TO BE PERFORMED IN ACCORDANCE WITH THE i A " ') EX :36" HDPE —► s I S NNIS NbS Nb�I _ NVS -_ 1 1 U` > AD I 9 , STONEFIELD BLOCKS F & G ROAD PLAN I -----=w _ _ I AMENDMENT SUBMITTED UNDER SEPARATE COVER. (7 , � W W W W W I y e � o (' �� ` ►, r6 773 I EX _ P v N34°4528%E o EX PE MAN f T I I I' I - j D AINA E E T I- r ` - D 4115 PG 220 � z � 7 ori O R EC H S \o z w / o I Q+ I o EX PERMANENT 1 l r, DRAINAGE ESMT 468 - DB 4135 PG 220 rn 1 m l� 468 \ \ f RELO ATE D > Z .: 1Do I AS SHOW 1 � ON THIS �1� ' PLAN i�I I`` _{ o' ^N -r D - I I I I i '- O I w a I I - I 7 to� t' 176 r ` ADJUST PE REMOVE EXISTING DI -7 TOP AND I I REPLACE WITH NEW DI -3B TOP .� LANDSCAPE v, PER THIS PLAN. ADJUST TOP EX 1A I� PLAN z 136.1 41 TO FINAL GRADE t „ 478 \ �. ✓� 466 162 4 _ �X 28 18 HDP - < 66 J�I � I I 3 1 � " ' JUNCTI01 N + II � EX + - -,- 1 7A_ 470 REMOVE EXISTING DI -7 TOP I x DOMINION VIRGINIA POWER Box I '/ �u —__ j - rAND REPLACE WITH 1 �� RIGHT OF WAY EASEMENT ` S NEW DI -36 TOP PER THIS PLAN. 11—DB 4160 PG 199 ADJUST TOP TO FINAL GRADE 6y _ I Ex 20' ACSA Co ADJUST PER I WATER LINE ESMT (C ` 4 ,0 10' CLEAR / -- N SCAPE I Ib "'' /\, EX 20 CVEPCO ESMT ZONE ESMT �' PLAN' ��" p 1 DE' 435 'PG_,,9a S EX26 �" 63 D VARIABLE pt + e J DB 2032 PG WIDTH ACSA 474 0 I� ' C- SAN ESMT i zL EX 20' ACSA +V\ W o a �L 1 WATER LINE ESMT EX \_ x EX \ + W W uPl I fJ" '' DB 4250 PG 603 -15 h 3 15" D -D I + -1- 10/25/2012 1715— 0 H E OHE OHE OHE - 0 0 E HE 0 E HE 0 -C; - % 47/0 -- - - -- - - - - -- SIGN — ��-R/�'' _ — -� 1 • o Q� �!- - R /W -- -- - R = — —w/ w — AC n \ �V W W h -� N 1 S = SAN S N N - --- - -- 1=- SA - �I R SAN SAN i X -7777,W ' / ' WRf W / KEEP RIGH7T 3IGN� ) — q 30" RCP 30" RC F' - � / W W y, W W W UJ W . W ���0�J28-E W W N VJ VE W L 14 W f✓ d -- U• VARIABLE // N21 °2 1 '26 "E EX 20' PUBLIC O Frl 205.1 7' STOP EX 20' PUBLIC DRAINAGE ESMT n ;x ROAD N35°21 ' 13 'E B HMA RK L 12� WIDTH ACSA L 13 100.92' DB 4135 �G-220 `� EX �_ �� SIGN DRAINAGE ESMT SIGN CHISELED SAN ESMT �' S-14 P9 4135 PG 220 10' CLEAR 87.57 TRAF.�IC SQUARE \ // m :z ZONE ESMT -{ JUNCTION 460.98 Co' N35° 19'23 "E I eox N 400 92.87' 2 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED ' f'= - U.S. ROUTE 2� - �'EMINOLE TRAILSCALE: 1" 30' - ------------------------- - - - - -- ---__ _---- - _-- - -- Ln �„ \ / _ ----- --_— --- --- ------------- -- -----------------------"-- ; I/,,�—moioi- n - �,7 g 3 OS 0' 3 T RELOCATION OF MH 161 DESIGNED BY: PROJECT: SET REV. N0. RU 12/22/14 tB COMMENTS. ADDED TREE PROTECTION NOTE. RU 1/12/15 `® ENGINEERS FINAL SITE PLAN 2 k� SURVEYORS ._ DRAWIN BY. TLB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: PLANNERS DIHR BY: EXISTING CONDITIONS & DEMOLITION PLAN C-6 ASSOCIATES HFw SHEET NUMBER: PoBox 4u9 3040AvemoreSquare A22911l Lynchburg, VA 24502 Chulottcsrille, VA 22911 WWq� NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316 6080 Phone- 434.984.2700 www wwassociates net 1ci/l cucrT DCVln RY n.4 TF- mn l) cur -r -T Gl/IClnm RV nATg7 SHEET NO. 06 e RU STONEFI ELD BLOCK G `® ENGINEERS FINAL SITE PLAN 2 k� SURVEYORS ._ DRAWIN BY. TLB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: PLANNERS DIHR BY: EXISTING CONDITIONS & DEMOLITION PLAN C-6 ASSOCIATES HFw SHEET NUMBER: PoBox 4u9 3040AvemoreSquare A22911l Lynchburg, VA 24502 Chulottcsrille, VA 22911 WWq� NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316 6080 Phone- 434.984.2700 www wwassociates net 213118.01 311801 C -EX -1 ° dW9 ����� » r V- N IA 30 08128114 6 of 24 SHEET NO. 06