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Home My WebLink AboutARB201600002 Plan - Submittal (First) 2016-03-07we 7 p V FOR LANDSCAPING WEST OF t 7j 7 1 4,* STONERIDGE AVENUE SEE LA -7771 0 APPROVED PLAN ENTITLED w LL I 'v, 42d 11' 0 FINAL SITE PLAN DRAWING 11 3=7 0 4 z w 04 1 CD p co U) CD w .......... I I 1D - Al J Y -1- o 2 b ILI 1( gm 0 J.) 0 v 441. j. IL L /IDGRA E— V��NU/ STONER F1 I . ..... CENTERLINE OF STONERIDGE >_ uj ------------- > s . ............. N AN N s S/itLowm0�1 ... Icttt3 77� IV z 0 - - - - ----- - - - T 0 a. co mos -,!4R �ib (1) VV (5) sEt 0 CL < cn EL__ F_ . ....... _j z uj <Z GT V %T T 7, uj . ....... . ...... 7 -1 CC (3, [U— F— L� 1 0- A• . .. . .......... 'fIN V F 7F11 F7 i .... . ... . . .............. .. ;R w 0 G j :71- .. . ........ .. . . Z PB p 0 !L -CL Ca- p 2) B (2 ...... P13 (2) PB {2 0 z FXIS11ING 53U!I_r,,IN1(-_) Lu I IV (5): 0 G4 0�1 I __ 11 , 11,f ......... ....... ... . br�"'im w I�L` �, _j 0 !z( GT 9,600sf T G3 im I 9A A 1, 13 F k,.A R I PtACE (--AAP, 1_1C L lVj(3) D, f 3 4467 G 3ii in P _02 12,1 00sf _5 , _V LLI >_ UJ 7 A' 0 u- ca 0 'r . . ............ vv ........................ c r'XISTM; 10 V`QLL z Tn LU . ....... .. .. ..................... 44�� 1 x_.,_ - I'� _'_ ... - - ---- - . .. .. ..... c; r'rt, "VA� L 0 LLJ Vs (I 0)j p OGT 0 1 3.0, cn ui !�AUI 'v u !�5 -4 Ak, q _ \ ___ ;5 (TYP) A I I V S . . .. . . . ............... WS -4 . . . ... . ....... j Nv NV9 .... . . .. .. w............. •vv, -4- 0 P pv 0 1 1 - --A] �% .................. . .. . .................... .. __ 11 -__.i.......— I I I I t_� . . . ... ............ .... . . r. J,L Q I -P P_ PL (8) YD -(4) _211 11�, I VIFPA EXISTING EVERGREEN SCREEN AB 480 VA TE 0 ......... . ...... (NOT INCLUDED IN LANDSCAP I e_,� IV (3�, IG (14) PL (6) u CALCULATIONS.} Zt co C JV (4) P171 ne%ATIMI, . ............. G, \P Pi TREE VP -t FROM ISLAND > X ro—T. j T 4 x-41 4 . ............ PL (3) j4) y; <> > A7-1-77/7-, . z p R w Pi u e. Y. (� 1 C (1) ria r \GT r 4� > W w w ..................... t A! PL (3) LP 4, KING 4. P F PL (3), I IG1(3) IV d JUNCTION .... . ........... BOX w ... ....... Cf) JV (5) PROPOSED 7,522 SF F GT ....... . . .... IVS RESTAURANT AND EIRENHOUSE J, IFFE-466.1 0 t '` ( .\ !. il! i I � � `.�'f` �';��. VID (3) It j TMP 61W -3-19A ALBEMARLE PLACE EMP LLC D.B. 3483 1j) C� A CHBORHOOD > DISTRICT 'T AC. 36.2 ZONED; NEI MODEL .. . . . . ....................... rx- I - , was 11 1 z LO y M10421L (11 (7< . ...... c ........ ........... /^9 G 1 �(y y f y R Vu- r4 A (2) 4,575 $f PRO OSE SID kLK ELEV= 56. EXIS 9NG SIDEV < ELtV=2. IV IG (2) 5( i -V A IG (6)G L (1 j A R () /A 2M� 1 A r, )A (1) PL (2) uuji-) 1,77- vIG6 r,�� ;I _., I j ( ,`' i, i. A IG (3) &ISTING LANDSCAPING (TYP) ' �\ (NOT INCLUDED IN LANDSCAPE I"Ir 10p, YL JOALCULATIONS UNLESS LABELED.) AE3-/t JV (3) 10 1 qm di�, A B 0 H E 0 \A \AF �5 (D I3 x'464 F -7 COR N J CONCRETE Zy /�.'i i F L72 4-2— WALK . . .. ....... -/AB j u, < ...... . ...... . ........ . 9. vIr 2 4 6 Q ............. . . . . .. . ....... . .. it • ........... . . ......... A VN4i I -SAN F\ 0 —S, u V ... ... . .. .... I:, vv 77— AG (11 _AG__(1)_,_ 177 777 A w W iV w W A w _;obb 7-,,, r T w v"', - w * __ j --- ...... ....._..........»..,-,...._,_--.._........._w.„..„.,.,,„.VI/ w w -q (11 ) �,�V ............ ... .. - - - - - - - - ----------------------- --- - - - - ------ Ir, - � , -. I \,III! - -1 . .... .. - ------- 31 f -i K .................. . . 460�98 U. . . ..... . ....... IF THI' GRAPI ........... .. ........ . . . ......... . ... ... ............... U.S. ROUTE 2% SEMINOLE TRAIL . . .... ......... - - - - - - - -- - - - - ............ . s Z................... IR 7- 4' 7 30' 8 k 1� CAQ DESIGNED BY., PROJECT. ef(t_PH op RU BJS RESTAURANT & BREWHOUSE ENGINEERS STONEFIELD BLOCK "G" MINOR SITE PLAN AMENL DRAWN BY.• SURVEYORS KM ALBEMARLE COUNTY, VIRGINIA SHEET NO. PLANNERS TITLE. Lie. No. 10 7 AsSOCIATES DIHR BY. LANDSCAPE LANDSCAPE PLAN 05 II 1 0, 1 , )-c ') . In TA -A I Iq 1fun A _ C_-_ PI , I I .. - __ - - I - .- _ .. .- I - - - - - tvc1?X- e 2 0 2 i x l ((x H x x x`_ o r \ \ 1 - — 172 ® 199+ G ,h ° N 1 66 v x p Z S f 1 �- _�,-' , 1 J 1( E G Die —= -- z to 1a" ip 1 I O to x � I 0 OS )6 - - \ ❑ - I � =� x x x x• x x x z �H x x • i x DEMOLISH PAIN- c x I i MARKINGS AND ADD 'I x o _ IX I EFT -TURN -ARROW 2 1 — — 207 — 200 �- - -_ _ _ _S_%O A O o- I� AND STOP BAR _ _ _ _0 CL C. II SAN _ N AN Afv �S N SAN SAI SAf SA SAN S S SAN JAN SA - AN _ SAN N S s o �' W co Z LU - --------- - - - - - — 6- ,Ir '� QZ 2 0 8 W C. L 'di -I I k 214 x a NOTE: LTJ E— M > EXISTING TREES TO REMAIN SHALL BE ® J I o 474 Im PROTECTED PER THE ALBEMARLE COUNTY Q 0 � 4j2 STANDARD TREE PROTECTION DETAILS. � � � Q 2 �'� r. 7 " O LU LL I D ,q . Z PE O ADJUST PER z I ® W \- 16C NDSCAPE a - o "� ® LLQ !- I G B U I L D 1f\1G f --PLAN x a J 0 O S54 1 '36 "E I r O Q 245.64' I e � I; O U_ � I , I a Z o, -- T IIIP 61W -3-19A I, I U ( _1 < LLQ ALBEMARLE PLA AAP L� CE E LLC LJ.i I 1 67. 1 � ADJUST PER -�,,- o DS 4467 PC 302 I -" LANDSCAPE i I" EX 20' WIDE SANITARY ? I PLAN I Ir.F W SEWER EASEMENT 14 I f W DB 1870 PG701 ° O x I a � I DB 1864 PG31 PLAT j EXISTING 10' TALL I x LL1 — SCREENING WALL " 47 160.1 I ,' o LU Cfl I O x 470 II x 1711 — — (T P) OFMNEEWIOTURN F LANE ASHOWN ONN AND NTHESE TIPLANS --�—-1 — AJ TO BE PERFORMED IN ACCORDANCE WITH THE EX 36" HDPE —� ,) AD `r I S Nb'S Nb'S Nb'SI fJb'S - a STONEFIELD BLOCKS F & G ROAD PLAN 28 \ I ;, W� „- — I i a� AMENDMENT SUBMITTED UNDER SEPARATE COVER. WE W W W W - a N EX - N,34'45'28 "E ¢ 8 x t O EX PERMANENT I` �2 �\ I I '` - D AINA E E T D 41 5 PG 220 l _ l i \ z VORTECHS D olt i r I ° I I EX PERMANENT I �;r\ � _ DRAINAGE ESMT I 6$ I a. I � a 468 DB 4135 PG 220 RELO ATE D h 1 - � x — MANH LE L �'' - "'I' ° „ \ ^1 v W I I \ �� ➢ AS SHOW w I a ON THIS > PLAN I ^ r' r 2-. c CV R� w a � \\\ ` x x -•-Cx i FL 1 / I 176 3-� I ADJUST PE �" REMOVE EXISTING DI -7 TOP AND 1 LANDSCAPE I REPLACE WITH NEW DI -36 TOP EX mss) I x PLAN D PER THIS PLAN. ADJUST TOP 136.1 I f_ I- z TO FINAL GRADE �I 478 �. 466 EX 28 18" HDP �. \ 1^� I 162 �� 466 ) 4 S I EX TRAFFIC 3.1 JUNCTION 1 I x DOMINION VIRGINIA POWER BOX_ ( 470 / REMOVE EXISTING DI -7 TOP AND REPLACE WITH I E�8 _". /"\ z DBH4160 PGYIQ9SEMENT I �� r\r NEW DI -3B TOP PER THIS PLAN. ADJUST TOP TO FINAL GRADE 6y ! _ �� II EX 20' ACSA O _ A GUST PER i ti 10' CLEAR '' ' WATER LINE ESMT I \�_ 48�� i N[SCAPE I EX 20'(VEFCO ESMT ZONE ESMT ( // PLA Lx � ,�� DB 435 PG_,B3 x I EX26 „i 63 VARIABLE x I U)@ a DB 2032 FG WIDTH ACSA Dc6 I �°d \ \ SAN ESMT ❑ a) , r 474 Ei 1 JC I EX 20' ACSA W W -- �\. W— ». L 15J WATER LINE ESMT EX x x EX ` \\ t ) 1- DB 4250 PG 603 rJ- S-15 T OHE HE OHE OHE 0 3 15 D I Yxl 1 10/25/2012 I I _ o E HE 0 E HE 0 - I- -C i _ a70 - - - - - - - - - - - - -- -- - - - I t j AC - [ W W - -- -- r S SAN S N N SA �R ^PJ� �R SAN SAN 1 �) _ \ �\ j W ~% w W W , \ / KEEP RIGHT SIGN= — — W til J VV W8 �V W y �� W W v W W W I 30 ' RCP 8„ S 13 �' O L 16 i C-"4—! 30" RCP -: �-N4��0#` 28 E W W N N W W W v W W IN w VARIABLE �j N21-1 '26"E EX 20' PUBLIC .. 205.1 7'SU L14 STOP EX 20' PUBLIC DRAINAGE ESMT -rt X ROAD BENCRWARK \ L 12 WIDTH ACSA L 13 100.92' DB 4135 P( 220 EX v SIGN DRAINAGE ESMT SIGN7 N35`21 ' 13 "E \' CHISELED SAN ESMT �� ' S-14 \, 9B 4135 PG 220 10' CLEAR 87.57' SQUARE \ z ZONE ESMT TRAFFIC CJ G� JUNCTION \— 460.98 \ N35'1 9 '23 "E U' -1 BOX IF THIS DRAWING IS A REDUCTION \ 4E0 92.87 `\ GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' U.S. ROUTE 2� - SEMINOLE TRAIL - --------------------- - - - - - - - - - - � ---_- ---- -_ - -- --- - -- - IF Ac — r c 30 0 30 T RELOCATION OF MH 161 RU 12/22/14 DESIGNED BY: PROJECT: o SET REV. N0. tB COMMENTS. ADDED TREE PROTECTION NOTE. RU 1/12/15 RU STONEFIELD BLOCK G 2 ENGINEERS DRAWN BY: FINAL SITE PLAN SURVEYORS TLB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: LL 'y TITLE: PLANNERS DIHR BY: EXISTING CONDITIONS & DEMOLITION PLAN C-6 SHEET NO. ASSOCIATES HFW PO Box 4119 3040 Avemore Square Pl. SHEET NUMBER: Lynchburg, VA 24502 Charlottesville, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone 434.316.6030 Phone: 434.944.2700 CIVIL H:1"= 3�' 6 Of 24 QW97-T 17T1/ICl/-1A1 RY nAT1- mn 06 CIIRRT i?RI/ICln�l RY nldTR wwwwwassoctatesnet 2131 1801 311801C_EX—l.if%i�i� 08/28/14 I\/- N/A wil "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 HAND HOLE/COVER ILII 3'-6" IIII IIII 2'-9" TOTAL OVERLAP ILII JOINT 1-1/2" BELOW TOP OF BASE CONCRETE BASE •4 •.. . IIII ••• �. HEAVY DUTY CONCRETE PULL BOX. - : ' IIII .j 2'-6" REFER SPEC 16050 FOR PULL BOX 5/8"0 & 10' COPPERWELD GROUND RODO3 ELECTRICAL CONDUIT FOR GROUNDING CONDUCTOR ALUMINUM TUBE EMBEDDED IN CONCRETE BASE FINISH GRADE 36" MINIMUM •. '.. •• °. :.: ELECTRICAL CONDUIT(S). —I • ' QUANTITY AS REQUIRED 2'-0" DIA. Note maximum 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— 5 VALMONT 0 20'-0" ABOVE FINISHED GRADE. ROUND P O W'Q FG—BZ W/ MA1007 W/ VENTURE FIBERGLASS/ 450 2 TAPERED FIBERGLASS/ALUMINUM POLE OZ MCGRAW EDISON VENTURE BALLAST 1-40OW PSMH ALUMINUM U) (VALMONT COSTCO-1 15-10-20 POLE). ZU.a W J POLE o 0 SEE DETAIL. FIXTURE SHALL BE POWDER eZ UJV n E F_ Its PAINTED, ELECTRO—STATIC APPLICATION o� J = IM Ca L1_ COOPER GSM—AM-400—MP—MT—AS— VALMONT Q POLE SHALL HAVE A MIN EPA=10 FOR PS MCGRAW EDISON FG—BZ W/ MA1007 W/ VENTURE FIBERGLASS/ 450 1 100 MPH WIND W VENTURE BALLAST 1-40OW PSMH ALUMINUM 0) W it POLE 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 OCOOPER P2 GSM—AM-400—MP—MT—AS— VENTURE VALMONT 450 2 MCGRAW EDISON FG—BZ W/ MA1007 W/ FIBERGLASS/ VENTURE BALLAST (MULTITAP 1-400W PSMH 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 (MUL-TITAP 1-40OW PSMH ALUMINUM PREWIRED TO 240V) POLE COOPER GSM—AM-400—MP—MT-3V— VALMONT P4 MCGRAW EDISON FG—BZ W/ MA1007 W/ VENTURE FIBERGLASS/ 450 1 VENTURE BALLAST (MUL7ITAP 1-40OW PSMH ALUMINUM PREWIRED TO 240V) POLE SELUX DSC6—R3—L1—H07OT6-042-15—BZ PHILIP ELITE 121 Xg —277 W/A35-12—BZ—BIC1 POLE CDM -7 STRAIGHT 80 1 1-70W T6 ROUND ALUMINUM SELUX DSC6—R3—L1—H07OT6-042-15—BZ PHILIP ELITE 121 {(g —208 W/A35-12—BZ—BIC1 POLE CDM -7 STRAIGHT g0 1 (SAME AS 'XB' EXCEPT 'WITH 2O8V 1-70W T6 ROUND ALUMINUM BALLAST) SLV 8152082U-120V—GU10/IGU10-2x50 GU1O/ PAR16 WALL L1 HALOGEN 50 1 120V 50W 2700 K L2 TIS LIGHTING P6W—PAR301. CMH—UNV—BC PAR30 CML WALL 50 1 Features 777 Into • rated energy-saving g gy-saving LED technology r • High CRI for rendering architectural highlights and decor ' • Widespread downli ht distribution with cut-off ` ,: "tib:,.-• ': • Architectural aluminum construction, sealed and gasketed for weatherproofing and durability • Available in a variety of popular finishes to complement' " most commercial environments e • Cool operation for extended lamp and component life • Easy to install and maintain; easy to clean and re -lamp Applications f >' a a The P6W Downlight is ideal for producing a grazing effect on - k s'h• :4�'' .s. textured finishes, for an interesting effect wherever it is used. It ...z•;;'>;. r ;.-„ _`• �.'.-, ,> 3 � •e=:..r'::y� ".F is ideal for aesthetic illumination of inner and outer walls, fa- ' r = : " ` �� '�-. _ R � • ;.�' °' ' ' cades, entrances, and anywhere near -wall illumination ora grazing effect is desired. 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 ' 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 placement of each type of lamp ensures that light escapes the aperture in a controlled pattern. Diffuser The optional diffuser is a clear, tempered glass lens, sealed 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. WJ C31 N x - O K) N (J VV 01 v O Cn \+ fl O � 9 — p — (7 Cir - cs— - a) CA 41a_ �__. p (s CJ J N 41 N (0 (A (.0 t0 O M (n CX, N -h Ut () C, O C7) rn O O ......_— (A CID Ch P rn W 41 C) ( Cs P C P ( C a......... _rn.p cxt CilN (n _._ .... — { a � rco (� CX: r0 �. CO '� C0 N N�'--- N Cb CT -1 N -1 (n Imo; CSI Ct. 4y ._ CD I o00w co ((x oi �D iv �cr 0 O x� O � I o 0 ID )1L o rt p r r r r r- r- r O O O 0 OO. ' Iw C O (. po co U� I O! — I N _._• C "(moi _.• N N N N C) U CJI C) c C,a N N N N N N Cn �W 0 =1 CO ! N '! . i P. D �I I (X CO C) C : CO (X C C` C� �l " 4 3':) d O N 4", N N N (n 6) rn M I (Al C-4 Cn C. rn C r J Cr (P. Cr J N CP w c -J CI' CJI O rn 00 CO N fV -P O (\j Cn .T, C) CT' I,;4•, 07t--,� v,— N (P C) -C; ,P C.', c' N N ;r. C�,-�,., }� N _ r , U• "' C- O r) J O O O C v u (_^ Ut r� S) O Cr. C __JN J, O O O O O ` oc CD C C N CT tD O� C n Q (-A r N O C 01 Cn �i c0 O J O rn 10 C' v D3 CD 03 D w N _. > ...... N N Cs! CJS UI �1 J (X7 O) C' Ut U� -I� Cr! (r Ut UI __J -o Cc) r C (14 00 J N CO 00 Cn (A Cb r, (n, CIT_ (A N N N N C t rn CP DO CIn (7) P ( U' CP Ut Cn fJ11 N) o CJ O Oo D C7 . CO CT'U! C�7 P U' N rS. C) .0 . , U _ b v a o N P D c.t N N CJt -.• (C? rn C)) JI C) C a V O Y rn PJ r p 0 C (7) ci) O A CD r-7_� r-1 N to 7 st C7) Cr r- ri. t -t C) c., �f O C iv ( r ' N, O � 0 >0 O IJ L_ 14 rLJ t Tn O C) r' h N N Cm CD [A O CTrn C�r7 O n N N (A C,t ("I __'i on Oo M (7J � rn � CJi J N G r- r Jt v N c O O rn (n .. N Cr C1 -A N (A �.t � O N .D ) (r! c0 O J ..rte Cl O) _.... Do �1 ........ C'7 (Jt Ui C'� U"3 rn .� N ....> N O O O CA II CO CO Url � 10 CD ( I� CID o r s o c� P rn 0 cU C) tv I C, f O C,a (Jt N CD CX, .. " Q O _J h C) 4�' OCD r> O000fl :'57 S •+. ••. o 0 N UI O (0 Co O �! - (A CXR N CJ t- ; v N N o O 03 rn (X, N W O U< C J C f (r C N - (.X) 00 wr r r- l N rn rn Cb .C) (7) _0) -I? rCD r -P W O I� v Cs C P CA Y lC (DC O r- ) O ® N N a o O O O O O O O O O O O O C O O O �O 0 N N o 0 -P cn (;) 0') v CT 41 �P P P (A Or 0 L- `�-----100 p n O O O O O U (D O CD �0=� -�: Site Lighting Plan 1"=60' 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 BE 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 11:0OPM AND DAWN. BUILDING LIGHTING SHALL NOT BE MODIFIED TO REFLECT SEASONAL COLORS. 4. ALL CALCULATIONS HAVE BEEN RUN AT INITIAL ILLUMINANCE (LIGHT LOSS FACTOR OF 1.0) Cn p o W ~ CN 5 a. 0 0 W'Q W Z O � OZ 14 LuQ m Z a.. U) O ZU.a W J o 0 O eZ UJV SHEET NO. 04 ce 5 a. 0 in W'Q W �W � OZ 14 LuQ m Z a.. ZU.a ti O eZ UJV n E F_ Its o� J = IM Ca L1_ ® Q W >- W Li. m V Z W 0) W it SHEET NO. 04 I_1 Ef 0 R7' -n" A V -T" � 'y. }. ',i�yw. jb"}'' d `. J• r�;'^5�;+� 50 ' f' J:'��i�, :4'.i, ._,,yrs �Zy.� �A`f t,^•2�<, nM '�gn','.w t,.:•`9.a+ J^ F., �'G =A,.�....'p` �•jp'` v^;a��. `,` Wf `,•;tn'' n:t .'��'k• .•,4,r"F.•k. .SF✓.rt°.`-°�'dP' 4X .^K";,�«�: s!. :.K.B q�.<:�^ ,s,=°j+B"?`fS:'` +IS.�i ,?s«. S�. '�y4*"�'.f."i 4 .. �4 r O ti 7^'^,^...a 4..^.,a w r Z O • -: •�e:�•+��±R �a�.',.•,�?'..,:a s�'a a% ;r Y<�s �g Vie;:. a�y�,., 4,}�.,. #y� Building G3 9,600 SF 12,100 SF J y;, fr XXii 5.� ry 'FpTSiT'.6 #5'•;`t'Y 9' 'W'-.,rY,• i 4"R '+-Y,4 ' 'a" f .� r �° �` w�, °'7:; ^ra, ,*''`''"`:Y?. ?,'`•'tq. aL'�. $: a� ;gv:j99.r, 1» ":%*.' :�,k• �y?Yt. 'x;="(•; "°K. ;:•" ye;" ' a •r � ��,.�,.. ,^•a (,;;'.q+� :.f<�7,:�.,,Y .H�e• oi'1,��:•: �y� ��°;�(">�' a�.`'e$;`�� 8gt,AgT?.• .,YYax !4, l''<,�g...�"`-'.' , «, tj w."<r., fF„' ^ r 5i• -F.” ' i ' " "? a..� ",3 Z c,. �', '{' � �'�"�� • "��.. �� _ �`�e � ��,'��.,� ,� , ��`; p��.�,W .� u. �.�:Jt;;.� 71 � .: {�w�;'j •A.; s'"`;: `•"(� :S'13'.! '�;a ,. ...."i is ;^p«: ,f, ' t E. '-`io•''3.'$•.'`C Ss',f,J�"e°, m. °.+,' ....«_.. ».«..»°_.... ...,^,--.; NMi3� F°',R °«•�; ��"' ' . , , .. .. .. _:i �': .. t,'3's.,,�„m..«,«�,».< _c w [- .0 —...ok- Building G2°, , .. is 7,000 SF ': a s "; r�-jx ., 16 �,a«. .•'• `y ,Qa'r-•, � fir ,� ,�.'«S- Building G f •y.�!�aT � n r R� p'`" �`'� � `r,�i�•";g �'r' ' i 'c'� � �. �''`." <a�5;�.. k. 6,000 SF `',��?,.� ,,rt .•i, {� � :�'?,, "fir;'. �'J�� _ n�a,' '-1,�T. ,; ,, ,.<$ .3Ly_, gyis I. '� f':, .'i t. �,�,¢sJs ,TT++ j !! �� <� ,.2K ;•'�'; ;;( L.,'iLl�.'• R ,.{ ' Jt = , y�, t« f !Yx L> r„:': p r%�.:;,^,vt.wt ,`•,•� Q �AMs"G< µ, s 'r a6� "F�i' v . n /aa°�+y. 'Y�t�>. px. � nth' ' tM• :, �' } ,0 '�+@E t>p t,F�i}.,}.,"0 x. ,`> �d4�''�;:aA'D��'�$<.^«,� �;� `,'p ,'�•3 N�,r��'G::',aP°:«'A'�,.f'R q5(4.',�•„�°� �. t�Je+`�`,�^�„• ''tea *.�i� '+5,g:g�.:, `p ,fit kdd Ufa*is.�cy�9.{•�'.�ia�f}'�"C,?”°#'E~� „ 'AM N, & T^iF*s `k"iaY f,�.FO•g#�kRY 'Y TM.�44<. �aa �+y "P.a.,.-R �.'es” �i` ^•mss.{' 41'-3" North Elevation 1/8" = 1'-0" C C C RR' -3" East Elevation 1/8" = 1'-0" Ro'_9" South Elevation 1/8" =I '-0" rM L L - 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. co 0 T— W O PA r MW •�e:�•+��±R �a�.',.•,�?'..,:a s�'a a% ;r Y<�s �g Vie;:. a�y�,., 4,}�.,. #y� Building G3 9,600 SF 12,100 SF J y;, fr XXii 5.� ry 'FpTSiT'.6 #5'•;`t'Y 9' 'W'-.,rY,• i 4"R '+-Y,4 ' 'a" f .� r �° �` w�, °'7:; ^ra, ,*''`''"`:Y?. ?,'`•'tq. aL'�. $: a� ;gv:j99.r, 1» ":%*.' :�,k• �y?Yt. 'x;="(•; "°K. ;:•" ye;" ' a •r � ��,.�,.. ,^•a (,;;'.q+� :.f<�7,:�.,,Y .H�e• oi'1,��:•: �y� ��°;�(">�' a�.`'e$;`�� 8gt,AgT?.• .,YYax !4, l''<,�g...�"`-'.' , «, tj w."<r., fF„' ^ r 5i• -F.” ' i ' " "? a..� ",3 Z c,. �', '{' � �'�"�� • "��.. �� _ �`�e � ��,'��.,� ,� , ��`; p��.�,W .� u. �.�:Jt;;.� 71 � .: {�w�;'j •A.; s'"`;: `•"(� :S'13'.! '�;a ,. ...."i is ;^p«: ,f, ' t E. '-`io•''3.'$•.'`C Ss',f,J�"e°, m. °.+,' ....«_.. ».«..»°_.... ...,^,--.; NMi3� F°',R °«•�; ��"' ' . , , .. .. .. _:i �': .. t,'3's.,,�„m..«,«�,».< _c w [- .0 —...ok- Building G2°, , .. is 7,000 SF ': a s "; r�-jx ., 16 �,a«. .•'• `y ,Qa'r-•, � fir ,� ,�.'«S- Building G f •y.�!�aT � n r R� p'`" �`'� � `r,�i�•";g �'r' ' i 'c'� � �. �''`." <a�5;�.. k. 6,000 SF `',��?,.� ,,rt .•i, {� � :�'?,, "fir;'. �'J�� _ n�a,' '-1,�T. ,; ,, ,.<$ .3Ly_, gyis I. '� f':, .'i t. �,�,¢sJs ,TT++ j !! �� <� ,.2K ;•'�'; ;;( L.,'iLl�.'• R ,.{ ' Jt = , y�, t« f !Yx L> r„:': p r%�.:;,^,vt.wt ,`•,•� Q �AMs"G< µ, s 'r a6� "F�i' v . n /aa°�+y. 'Y�t�>. px. � nth' ' tM• :, �' } ,0 '�+@E t>p t,F�i}.,}.,"0 x. ,`> �d4�''�;:aA'D��'�$<.^«,� �;� `,'p ,'�•3 N�,r��'G::',aP°:«'A'�,.f'R q5(4.',�•„�°� �. t�Je+`�`,�^�„• ''tea *.�i� '+5,g:g�.:, `p ,fit kdd Ufa*is.�cy�9.{•�'.�ia�f}'�"C,?”°#'E~� „ 'AM N, & T^iF*s `k"iaY f,�.FO•g#�kRY 'Y TM.�44<. �aa �+y "P.a.,.-R �.'es” �i` ^•mss.{' 41'-3" North Elevation 1/8" = 1'-0" C C C RR' -3" East Elevation 1/8" = 1'-0" Ro'_9" South Elevation 1/8" =I '-0" rM L L - 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. co 0 T— W O • r MW N • r O ti ZW w r Z O • � • Uj rr U) O J • W r Q V CL U. Ul z W Q W SHEET N0. 01 • r MW • r CL ZW w r • 1r • Uj rr r CL • r CL U. • W UJ • 1 LU rr rr rL a r W iU.rr s r • 1 W Ul z W Q W SHEET N0. 01 W y . - « y �, .. `aF_:..� .«:... :.,,✓ 3......s«! �...... ' �% �... '� i � � $ '', 1 G.. 1' Fw<,...,. 0 11b........ w..,n„` rk 4 � 4 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 S HEETINDEX 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 to f~ �o y Q1 Q FASHION SQUARE MALL WHI RD OOD x�PARCELG 61 r' SITE o F oQ QPM SEMIN SQ U E SHOP ING / CE ER i a q SJ(fy VICINITY MAP 1" = 2000' SUMMARY OF AMENDMENT SCOPE: 1. AMENDMENT TO CERTIFICATE OF APPROPRIATENESS ARB -2014-140: THE SHOPS AT STO NEF/LED 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 FOOTPRINT. PERVIOUS SITE AREA IS INCREASED. 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 G AT STONEFIELD. THE MATERIALITY, INCLUDING PRIMARY FIELDS OF BRICK MASONRY, IS COMPATI- BLE WITH THE DESIGN AESTHETIC OF THE CORRIDOR. i,. s'� as.<" ..d'a g z 'f:, .yay, 3a,..: y,r.', ss{re� ✓'•`. y., .<': :.::, c , sa ' a' =:moi• i—• n, r. �' C f :B '";",i a" S•? >p-o,,f R;"r6a a. .a yr, P '. �'L .r `*A '�a;�F.- f}' e;�x. ;v. +<,:r-,.. i ��+�''' "` sera,^.' +<: !,''> p, r�^ # r #'.F. »' � r'•'•• .� Building G4 ��•'� �� Building G3 9,600 SF� 12,100 SF° `Z&'' ffi„., y —,ew>e. . '�;` ( E E � „ '$•.„'. : ' yFr"r. �• �''rt a-»4, ,ass,,.:;. ,� a fr , E. t ✓„ '''s�„R9R. rty,=..N`R +'gy,r.q° r 'Y i;r t. P "t.`. i"'.t' r, Sfrw '' r- # ° tr•pa ! f" :'^fin,.," F. �,t.F ..x ✓ '&. ,,fit:. r.'•".'-•*> �� x' ?',`$° L +`' #.✓ $'ja `!,t ac "d4 f, g¥ t rip t At N r RP"%^%'•✓.es.M'f;W �,� rs. Tz:S, tq bb �t }r� ., .y per, r J , E: i b aq �a 4061 • ,f::tit 4 � sus.- `'�=' __... , � s` � �,�,., w.,, -rte .. �.,�� -, •': � isg,a r moi'tl rg Y Building G2 ;ik, ,. 77 < p�. :a .1• °`Ai'r d..iJ«<�Q�,•}! 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