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ARB201300090 Plan - Other (not approved) 2013-07-08
S08 V9 Building A I Exterior Elevations S08 V9 Building A I Finishes ................. ............................... * 22-13" HIGH PARAPET 19" -0" MIDDLE PARAPET 16-0" LOW PARAPET * 22 -8" HIGH PARAPET 19' -0" MIDDLE PARAPET 16-0" LOW PARAPET Item Manufacturer Color Brick Belden Mayo Blend Brick Parapet Cap Belden TBD Exterior Wood Resysta Dark Burma Storetrcnt Kawneer Black Annodized Exterior Metal Sumter Coatings Matte Black Exterior Paint Sherwin Williams To Match Brink Pantops FSU, Charlottesville, VA - Store #03187 ........................................................ I SHEET INDEX: CIVIL C -1.0 COVER SHEET C -1.1 BOUNDARY AND TOPOGRAPHIC SURVEY C -2.0 SITE LAYOUT PLAN C -3.0 GRADING AND DRAINAGE PLAN LS -1.0 LANDSCAPE PLAN PS -1.0 UTILITIES PLAN ARCHITECTURAL A -1.1 FLOOR PLAN A -2.1 EXTERIOR ELEVATIONS - EAST & WEST A -2.2 EXTERIOR ELEVATIONS - SOUTH & NORTH PRELIMINARY SITE DEVELOPMENT PLAN OF STORE #03187 SITE STATISTICS: ADDRESS: ZONING DISTRICT: TAX MAP NUMBER: OVERLAY DISTRICT: CURRENT USE OF SITE: PROPOSED USE OF SITE: SITE AREA (CURRENT): SITE AREA (PROPOSED): 1626 Richmond Road HC (HIGHWAY COMMERCIAL) DISTRICT 078 PARCEL 55A2 URBAN OVERLAY DISTRICT RESTAURANT RESTAURANT WITH DRIVE THRU 60,951 S.F. OR 1.3992 AC. 60,951 S.F. OR 1.3992 AC. FRONT YARD SETBACK: LEFT YARD SETBACK: RIGHT YARD SETBACK: REAR YARD WIDTH (DOUBLE ROAD FRONTAGE): LANDSCAPE BUFFER WIDTH ACCESSORY STRUCTURE HEIGHT(S) HEIGHT OF BLDG # OF BLDG STORIES VERTICAL DATUM: HORIZONTAL DATUM: BENCHMARK: FLOOD ZONE DESIGNATION(S) PARKING REQUIRED 13 SP. PER 1000 SF (4,835 SF) PARKING PROVIDED ON SITE: 10'x18' STALLS: H/C ACCESSIBLE PARKING STALLS: TOTAL PARKING SPACES PROVIDED: LOADING SPACE /AREA: 63 61 3 (1 +2 VAN ACCESSIBLE) 64 1 AT 1626 RICHMOND ROAD CHARLOTTESVILLE, VIRGINIA 22901 (ALBEMARLE COUNTY, VA) 0 'An SITE N �P �p ti 250 64 VICINITY MAP SCALE: 1 . = EXISTING 0 ❑ a 0 PROPOSED E 0 to 10 s 9 Fifil x - o - G G . O MON(F) (FOUND) cote oe of ohelt - We oheto O "'(F) (FOUND) v ❑ S C.0. OWNER /DEVELOPER : NAME: CHICK - FIL -A, INC. ADDRESS: 5200 BUFFINGTON ROAD ATLANTA, GA. 30349 CONTACT: MATTHEW STELLMAKER PHONE: (404) 684 -8654 FAX: (404) 765 -8954 EMAIL: MATTHEW.STELLMAKER @CHICK- FIL -A.COM .10 x -. 24 RCP — x - - o — 1 Y t • MON(SJ (SET) -- ocTV -- - -0E -- __0T-- -- OE /T -- -- OT /C -- -- OE /T /C -- • P /N(S) (SET) e �_ LEGEND ASPHALT PAVEMENT BUILDINGS CATCH BASINS, CURB INLETS CONCRETE �gcty age Ito mgt -0o- w 4" NOTE : THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. ro M M N O r M r O N 00 00 W O U 0 r U CU n CD f, 00 ry < I 0 0 r N N CM 0 0 r CV r N L IJ L o g� G14.5 TC14.50 FL14.00 h1'r► R CTV E FO -T - CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER, REVERSE CONTOURS, INDEX CONTOURS, INTERMEDIATE DITCH OR SWALE FLOWLINE DROP INLETS EASEMENT LINE EDGE OF WATER FENCE, CHAIN LINK OR BARBED WIRE FENCE, WOOD, METAL OR OTHER FIRE DEPARTMENT CONNECTION FIRE HYDRANT FLARED END SECTION GAS LINE GRAVEL HANDICAP PARKING LIGHT POLE MANHOLES MONUMENT OVERHEAD CABLE TV OVERHEAD ELECTRIC OVERHEAD TELEPHONE OVERHEAD ELECTRIC &TELEPHONE OVERHEAD TELEPHONE & CABLE OVERHEAD ELECTRIC, TELEPHONE & CABLE PAVEMENT MILL AND OVERLAY PAVEMENT PATCH PIN POWER /UTILITY POLE POWER POLE WITH LIGHT PROPERTY LINE RIGHT -OF -WAY LINE REMOVE AND DISPOSE RIP RAP SAFETY FENCE SANITARY SEWER SANITARY SEWER CLEAN -OUT SETBACK LINE SPOT ELEVATIONS STORM SEWER TRAFFIC SIGNAL POLE TRAFFIC DIRECTION ARROWS TOE OF SLOPE TOP OF BANK UNDERGROUND CABLE TV UNDERGROUND ELECTRIC UNDERGROUND FIBER OPTIC UNDERGROUND TELEPHONE VALVES WATER LINE WATER METER PLAN APPROVAL HORTON & DODD, P.C. Surveyors • Engineers • Planners 300 GEORGE WASHINGTON HWY. NORTH CHESAPEAKE, VA 23323 PH: 757 - 487 -4535 • FAX: 757 - 487 -9788 C -1.0 30 FEET 20 FEET 20 FEET (PROPOSED ROADWAY EXTENTION); OTHERWISE 10' 20 FEET (PROPOSED ROADWAY EXTENTION) VARIES N/A 65 FEET (MAXIMUM) 1 NAVD 88 VA. STATE PLANE COORDINATES SOUTH ZONE (NAD 83) (1994 VIRGINIA HARN) U.S. SURVEY FOOT. CHISELED SQUARE IN TOP OF CURB (ATSOUTH WEST CORNER OF MARTHA JEFFERSON HOSPITAL) ELEV.= 533.53 (NAVD 88 DATUM). THE SITE APPEARS TO BE IN FLOOD ZONE "X" (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM), MAP NUMBER 51003CO289D, EFFECTIVE DATE: FEBRUARY 4, 2005. LL_ ;2, M E I` ti N O M O N 00 00 d 0 C) i� C Q N jV m ry a I 0 O N N O O_ N N O � C g� 6 ;2, T � ti FX /ST ti j c oNC 5� ° D /NG J 55 RAE 9 /OclY4LK r. ry11 B 368 PG 8 -I. 6 ,70 \ S k h \ gk °• �" '(G ��� , '� � \WOODED AREA 1 5 \ \ \ \\ \\ \\ \\\ \\ \\ \� s6 -\ �ss LOT 1 �1 \ r. \ \ � \ \ \ $. \ \ \ , 561 PLAT SHOWING \ "_� _� \ _ \ �ssg + kn 544.1 o SUBDIVISION OF °�19 r /Nl SMH Aspy9GT - \ \\ \ ~ \ \ C TMP 78 - 55A FO ` ^ ` \ \ �` _ ^ X5 59_ F1 po { ,, 38.25 I SM 3.55 \ 5 / \ - =°poFO - - MA•TI:0 JEFFERSON HOSPITAL EAST e I\ _ T.B.M. - - R,4 - •ME*A1= OFFICE BLOW GS 56 . �� EG o N 53 808 ��; SS - - i - \ \ 2ROPOSEQ REfAINI�'WALL� TOP OF CURB V`' ELEV.= 553.58 _ - Q:B- 25��G- Z,3 %6-�P1�1 'o 6 eG �/ �X \ \ - 5 1 6 \ ;1 C NAVD 88 k5. I asru _� _� - NOW OR fORME_RLY 5 5 B $` �� h o 1 9 ° o 43 ?) S ky' / WOODED AREA Th IEJdI�RKET - THE E - qG 1 ti \ �43 5 �� k�6 �` _ EXISTING \ \ P76RC-EL '0780- OD- 9G --O �A8 - - - 9 5 - - / _ _ TINGC /L OF 20' $ 1 2 k51 Ek9 -� A56 / +� �` �\ �� �� w� ���_ \_ ��_ - X55 ass- d o tp WATER LINE EASEMENT 5x09 I 5 6 5 f0� FAG Pnv F / X 54° opoEO q _� �� D.B. 1076, PG. 24 \ �° =.-5 -� / ��9 1-_ - �� � �� �� _ -� �� �`'� - ys5 - - 5 \ Sk 1 \ \ ry5 4 e � � /5 $_35`i2 \F� 4. \ Q 5� r< 0 - o / _ 4 69 r /las ��s3s`49= \ = - - OW( \ LOT D \\ 1 // - / / 4 559 _ k 0 9- 1.89.92 nRD)_ �0\ _ L 6 07 EAS / EX /ST/NG 30' PLAT SHOWING SUBDIVISION FOR 6" _ TAX MAP 78 PARCEL 55A4 TC 540. \ \ I ykl / I (� \ \ ( a " /NCRESS &EGRESS EMENT \ \ 2503, PG. \ THE LUXOR, LLC PROPERTY AND FL 53957 0 \ I / I / M \s4 \ / GRAVEL 73 -76 548.7 � 6 R/W DEDICATION FOR TMP 78F -1 -A /(TC 539.1 \ / GRAVEL \ \ q \ NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY TC 538. g5 N I / 96 9ry 59\ WOODED AREA } \ \ \ \ \ h1 o TELEPH NE O AL PEDE T S 5 ° ' 1 _ h o k 1 \ \ ck P551.15 \ D.B. 3683, PG. 570 -572 (PLAT) I ❑ 5 5 k \ \ I l k c NOW OR FORMERLY F� 538.30 LA Z �p� 6 59ry � 9 � - - - 5 \ III s \ LUXOR LLC 538.39 \ \ I Q 5 5h0 9. 0 \ \ \S �0 I I I I 5150 4 .4 '������ � 3 2.4' 29' D.B. 3687, PG. 302ti I <� o AALT PARCEL ID: 07800- 00- 00 -055AD Et�T j �� Nw 29. s EP I� Q h9oy 540• y5 \ \ \ \ \ 1 9 4 � 05 0 5 1 \ 100 PGG G 5 xj S�N G 1528' P pG• 20 l o m . \EL�� 9 ti o 6500ti E p6 pB 30 ° \� O try O -550 - N 5 1_ 551 • 0.7' A 1.4' 5 1 \ \ \ \ \ \ \ \ S ti6 r o.7' 5�9.515 GRAVEL o.7 " 6 5 + y 96 1 \ \ \ \ \ \ \ \ \ F EG 4 1 - 1 j I in I 16 ry 0.7 NO 95 h c' y�� 0 \ I 1 1 \ I \ \ \ ° �G 55 r 551 0 �� I 559 N \ \ 1 I \ \ 5 51 6 90 �� 5 1 °y1 ry 1 1 51 CG \ 519 \ 5591 1ti �� / / \ CONC. PAD. \ G 5)51 5 5 + n \ 6 \ \ N \ \ 2 70 475, P 20 k lM/ -3t LIGHT POLE 3' 1.4' WATER VALVE 12 _ w \ \ \ 5 11 �1 \ R V =53537.33 ` a� 0 WATER VALVE q 0'7' o 1 + - � - �y \ \\ 5 Y(V2x29 EXISTING 0 N TING C/L OH 10' 5 \ \ \ \ ` � t 9ry SuTDe \ `* h , S ti 50ti 9 \ \ f \ y \ \\ \ co VEPCO EASEMENT 5 5 a 5 \G 5555 N ;6 \ \ \ 2 1 11 0 1 D.B. G. G / \ " GRAVEL BRICK gU1LDIN / /N ) \\ ' GA OL ARDS ® 1 -STORY �VACAN 0 0 5yye61 METER BOLLARDS 162 1 ti\ \ EXISTING C/L OF 20 - \ 55`55 \ 551 5 5 o WATER LINE EASEMENT 1 X 10 ( 0 7 \ \ \ \ \ D.B. 1076, PG. 24 5 51 0 1 0 01 �G o 5 5 1 5 0 4 p \ 5 55 ' 1 05 • 5 ti bk � \ m � o a 5 \ \ \ \ \ ~ F.GJ��c o o' G o o` G/5 5 " 9ry G �5h'�o• \� 4 G 5 0 5 1 \\ w i b 65 6• 1��5 ry 9 55h k61 11 z o o M / \ +55 0• 540.0. \ \ \ \ Q °9 ba 55 0 \ 6 \ 5 5 53 - - 59' S59�5 11 50 rt 15 5 b 538-- - - - 1 \ \ 5 05 y�$yti 556• 11 n X561 \ \ � 9k o g5 5 �� 5 26.6 5 w I + \ 1 Q 1 5 \ i��t 1 ooi� aid 1 / \ 9- 5k• /519 6 55 A 1 l 1 yQ�Q1 55 \ 5 50 29.5' g•0 39 0 642 / 5 x 65 w I I EG 0 k h �1 x- _ 5 ti 3 38. 5 A \ '04 55 '! P.F. x L o 5 65 1 95ti 5 CONCRETE SIDEWALK 19 6 A0 A / / G 55 EXISTING 9' 0 0• / TING VARIABLE WIDTH LK 55 / N� o E SI A 5 5 6 5 5 5 5 5 y A SPHALT / \ ACCESS EASEMENT ��� ` \�� 5 50 CONCRET 500 5 � � 5 / / 00 / \\ � ,sEy_ TMP 78 -55D \ y � " PLAT SHOWING SUBDIVISION FOR o B. 3683, PG. 570 -572 \ 1 O Q 1 1 Sgt r< \ 6 / r 6 51 / / �0� k 1 9� 1+5 5 \ \1 5 0 � . \ \ g£y 0 51 0 - +- - 1 �'a \ �05 LOT 1 TAX MAP 78 PARCEL 55A4 ��s 5 v� 5 1 1 o\ �+ �s 5" / 5 �5 \ 5 0. 1 \ - i 5 51 ti h - - - - - - »"' \ F PLAT SHOWING THE LUXOR, LLC PROPERTY AND STMH o - 1 / RIM= 533.67 \ \+ U�t1 y A° \ ASP w�LT - - - _ 10 05 15 5 / 1 1 SUBDIVISION OF i 1 INV= =530.49 9 It R W DEDICATION FOR TMP 78F -1 -A `o / k1 5 5k6o \0 5 �1 o y 6 .,� s \ 15 05 1. / / \ _ass- TMP 78 -55A NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY I o5 k . \ k o5 y 5 5 5 ' S F` o �, \ 43 51 / D.B. 3683, PG. 570 -572 (PLAT) k0,o 5 s 05 ��k9 6 5 , �iG k6\ c �c ° �\ '� m o \' 05 1' o / o \ I J MARTHA JEFFERSON HOSPITAL EAST NOW OR FORMERLY I� 5 5ti' 0 05 `� ^, I MEDICAL OFFICE BUILDINGS LUXOR OFFICE PARK LLC 1 6 ti o � �' / � �\ \ " \ \ / I\ I Q D.B. 2503, PG. 73 -76 (PLAT) D.B. 3833, PG. 022 5 . £ yam `'� 55 a , \ `r \ p ` - - - - - .cs _ - - - - - - - / NOW OR FORMERLY PARCEL ID: 07800- 00- 00 -055DO STMH� 05 \ / /£ �� \\ \ 6 ko - - - 6 6 0 _ - - \ 501 � 6, _9s5 THE MARKET PLACE OF VIRGINIA LC RlM =5 5 9 5 h INV =s 3s .6 o5 � `� �� 16b \ y 5 y o + D.B. 3120, PG. 408 1 z � t 9b1 6 \ 0 ' \ 5 56ry I ooa PARCEL ID: 07800- 00- 00 -055A8 \ �� �� F�G 551 \ \ - - 0 N v - 55 V I m � 9of - \ �'a 3945 - � A I c n T. 4 C ISELED I' ❑ 1 '?i o 551 S 8 ,' g EL 533.3 o A$. c 16 . 531.3 1 2 5 rt 6 + / / I / EXISTING VARIABLE WIDTH NA YD 88 -oc 0' S 1ti 5 \ \ XlS G `' kry6 I SANITARY SEWER �1SEMENT \ \' '8 r J�Sy'1 I �,9 \ C�(\(7 m p�9 LIGHT POLE 55 / 1 a y6 D.B. 109$ PG. 269 \ \\ J/TC -68 / 1 �G 5 6 � PCO MLk(T k. / � 477 h /NV 2 4 \ \ \ 9�we - - A• EXISTING C L OF 20' \ I 1 ' iO 0051 5. 2 \ P F) a 9 s - - - ! � � �� + 0 5 rt / q FEG 5550. �LEC. BOX e �e�� a + \ k 0 £ y WATER LINE EASEMENT / 1 g • I �'� \ 9 5 9 . 555 rti D.B. 1076, PG. 24 I / I ' jr LIGHT + a� \ o� _ �SLYG - - - 6 ' n o I `� oLE� C/L OF 10' - - -534- - 055`' S ol"' - I 1 G g ry XISTING 20 k1 TOP OF CURB E EPCO EASEMENT ' A.GS.A. V 555 5 - - - I \ 536 555 EASEMENT POWER G 5 ELEV.= 533.53 SANITARY SEWER RAFh�f' �$ METER B. 475, PG. 70 5titi 9 - - _ �� NAVD 88 D.B. 1098, PG. 26�� \NrRaE 3K - - - o � - - - - - - - -�- B o 5ti� ry � 5 � \ 6 D.B. 1890, PG. 143 ( - \, F II /1 \ 5 \ 9\'gry�� T yti SlN 55 - - - - -- - - - -- X53 - - - �` � / 1- �j y \ 5505 1 - / \ g• \ 5 1 6 EXISTING 15 CENTRAL TELE. CO. EASEMENT 5ti 5 ASPHALT 5 �J \ b �ti g 5ti 5 1 D.B. 1135, PG. 60 & 66 ry6 0 - -C • \ \ F\ 0 5ry ry ` 6 1 EXISTINGI C/L OFII 1 VA. T G AFFIL 5 '1 5 65 � TELE. & �TGPH. CD. ti SMT. I c TRO ti� 5 9 55 0 a a F EG D.B PG, 1 0 1 / \ X65 1 oXr oL l (s � N 41'15'31" W 141.25' StigS PIN(S) N j 835= 09 M RK 532_ 4 +- - - - - \ P/CKETT FENCE g ^S(ACSA) RIMh=527.80 E && TGP T 1 32 \ \ O TELI / _ _ - \ -2G. 76- 1 5 oti /6 5ti69 INV =52268 1 ti+ ELF - 5 F�5 5 1 52605 ./ SEWS �6 20 G 709 / gg� \ 5ti9) D $ \ o . ,6q -PG. 47 \ + / E - - - - - ° "B�XI,_PG. 704 + � Z� EX IS TING P . I / 41 l \ f \ ti 5 / HJ.. B. 1615, 5 1 \ p.6• Lr \ \ \ 12S(Acs JC 530. � � 61 0 \\ � / � �.Cr.\ � X1.$7 - a� � � - VDOT �-� 5 �gg�g� / lC 530. 0 0 0 g 1 $ \ - 9 _ 52 &- _520!14 V _ / �= 7RAFF2 - - / 2 US' ti o 6 INV - - TRAFFIC - rt01c#TRet - - - t" W 64 5.24' 5ti9 11Y I FIG 1• �5� - - - - =SAIH - - k ey c�ROC� -- � x _ �� - - - - 31'06. (FIEL • 16"DI RCSA 6 ^ RIM= 527.63 B9�F -_ - - _ _ CENTEL EASEMENT /XTC 530.2 _ " �'�� \ - - - _ - - - -5 - - W 2 EXISTING 15' 105. RW -20 0 1 1 srol(ncsn -.___� - - - y+ INV °5 - - TG - - s � - - - - - - - - - - - - - - - ) SIGNAL POLE 24 S �' '(PLAT 551 1(TC 530. \ �.�5 SIGNAL POLE - - -522- - ~e TC ui (VD0T PROJECT.' 4250 - 002 - WHiTE P/S o G )8" RCP S. - - - - - - - - C530. S� \ -- 6- + \��� �g'� - - 0 -- ti 5 - -- k6- -_ 523.25 - -- °�,� �- Iro 0ti 18 R CP Sry9 5 � 9 E 5 � 5 1� 9 CONCRETE SIDEWALK 5 � y. C _ + -520- + 5 5 STMH SIGN ^ 1 520_ 19 RIM = 530.99 Cj WRONG WAY �g"NtiAnmJ =OC. +5 CONCRETL\S/DEWALK � (PLANS) 1 INV.= 525.2.9 / 5ry E ti 6 0 5 1 ' 66 55° ASPHALT / / Sti6' 8 I G Sryryry. tit' o / 5ti SOL /D I G S �ry 19 CONCRETE S IDEWALK J / ASPHALT �G 5 ti11 522.00 1 SOL /D WH /TE p/S I ASPHALT MG 5`I' I y / ry0 + DASHED ON f IF PIS y Nl - - - -- - /--- f - - -,_ _1CHH101/p RO,gp _IST A I ASPHALT T / / / - TE i9 o / Q1 5 / 0 ASPHALT / l \ 5 ti 1 i 0 . / 1 0. o ti 6 � ° 0 , / (VARIABLE WI P R/W � � 2250 1 5 ti /SOLID YELLOW PIS o �5 ti 6 5ti o ti 5 ' / 5a (VDOT PROJECT: O�pH 002 r. x J SMH RIM= 530.75 INV. = 522.35 - eS(ACSA) D.I. RIM= 517.17 /NV= 512.39 15" RCP " -105. RW -201 I 1 . .. 20 10 0 20 40 I BEFORE DIGGING CONTACT "MISS UTILITY" AT 811.1 ro 5 < .; (D.B. 1132, PG. 169; D.B 1136 ' . 353) GRASS ISLAND PG ti ti 1 / 5 RIM =526. SIGN 26.07 h�1� 5ry506 (S.H.P. XI I PG. 5� /NV= =521.45 U / 5ry V� G 5ry /NV = =52217 h WRONG WAY F�c F1 ' 104) i Scale in Feet 1 inch = 20 ft. k ASPHALT 4 I I ^ k ti 1 Iu 0 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By ZL Mark Date By A Mark Date By L U � a O � z � L] E Ud c,J Q O 3 CV O I (D (D ° C � o C C N w Ln iF N� Z "2 O O n 0 p � 6 r` �00 zzj_ E�= o Ln O L0 c� Ln 0 0 r7 STORE #3187 FSU S06 1626 Richmond Rd. Charlottesville (Albemarle Co.) Vir in is SHEET TITLE TOPOGRAPHIC AND BOUNDARY SURVEY DWG EDITION 05.9 REVISION 1 Job No. : 22100 Store : 03187 Date : 7/5/13 Drawn By : H &D Checked By JGD Sheet 0 s i N CD N O _ M (D N 00 00 H O J 0 N C) ai co ry O 0 N N O O N N Q L � O g (1) 6 ;2, \ q) ' � °NCR`s S/p aL 0'9 / 0 68.3 52 S "'o ?� 30 r 3 43 � � - - � _ LOT 1 PLAT SHOWING j 51 R500.00' SUBDIVISION OF _ TMP 78 -55A /NV.L 5 � 8 .SMH ° AR _ MARTHA JEFFERSON HOSPITAL EAST \ j as R1M 543.55 R526.00' C _ - MEDICAL OFFICE BUILDINGS Q\�ll \ /NV .�sse. ° 3 ° 5 18as 30 52 _ D.B. 2503, PG. 73 -76 (PLAT) 8�j R500.00' - NOW OR FORMERLY 43 \ e R25.00 - - � _ - THE MARKET PLACE OF VIRGINIA LC 51 D.B. 3120, PG. 408 - R25.00' 52 PA 4D; 07800-00-00-055A8 EXISTING C/L OF 20' \ WATER LINE EASEMENT - - - D.B. 1076, PG. 24 ' 3 PIN(F) - - � 32 S SS EASEMENT GRE 35 '32'09" E 0.00 ' _ _... :. .. E 52 20'(PLAT) 0 50' 30.54 34 43 199.92'(FIELD) LOT D R3.. .00' 00 30 EXIST/NG 30' PLAT SHOWING SUBDIVISION FOR 1 \ � I R3.00' `� 3 - - °° IN(F> IN ESS &E TAX MAP 78 PARCEL 55A4 I 27 � - 51 D. B. 2503, E 73_76 THE LUXOR, LLC PROPERTY AND R55.50' R/W DEDICATION FOR TMP 78F -1 -A ' TYP. 26 0 . 43 _' S2 R5.00' NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY j CV 43 R2502� - D.B. 3683, PG. 570 -572 (PLAT) ' 18 32 R25.00 - R224.5 3 38 NOW OR FORMERLY s o �- - 3 \ LUXOR LLC \ 19 43 D.B. 3687, PG. 302 iz ti 1 2.4 27' 34 30 \ PARCEL ID: 07800- 00- 00 -055AD M ENT � a - 5 ' ' R3.00' �` :,~.. 43 R5.00' �5E a a 0n 17 S �� 0 - \ 1pp PGGGS 122 .1�� � � � o � ' \ ' o � 20' �O R3.00' G P 2 m ti l� 52 ` ... \ E��S�IN B 1528, � R3 00' 6 7 SP CES 0 10'X18 38 n \ v TYP. 4 R55.50' R10.00' R5.00' TYP. 6 R2.00' R10.00 , 1 \ v N 1ti ° TYP. R518.00' \ R2.00' TYP• 40 TYP. 6 R4.46' R10.00' v 1 12 SPACES 0 10 18 N \ ,ti 10' 40 TYP. R480.00' 4" ® 18' 2i : WATER VALVE INV. - 532.631 , CD SMH W WATER VALVE R /M= 537.33 ' • 20' ' 1 ' 6 ' ~ v INV= =5329 M 11.72' 9.97' 19.99 1 R200.00 N STUB \ \ _ �v 120' 1 I f ` s R1.00' 12 SPACES 0 10 18 R 5.00' i Ln �� \ �vN(F) TYP. 6 R1 3.50' EXISTING C/L OF 20' / \ \ 82.00 T(p• 6 7 WATER LINE EASEMENT 40 T(p, 40 R5.26' / D.B. 1076, PG. 24 30 \ \ �® 9 R2.00 b TYP. 8 29 38 T(P. 40 \ R8. gyp 00 ' LN R3.00 , \ I \ \ naH 27 6 7 7 R3.00 R3.00' R10.00' f 3ARI0 3 TYP. 6 R10.00' / \ 32 12':. 3 SPACES ° r ° 8' 8' 8' 3 SP CES 0 10'X18 \ \ T(p 26 0 10'X18' 3 3 3 1 33 AIL i > / �• = `ii i :.- ... 1 h Y 1 1 r, 27 I 4 ENTRY a. .:.> . EXISTING VARIABLE WIDTH 43 14 1 TMP 78 -55D ACCESS EASEMENT \ ��\0 . °::' '. : ` .; .. • ENTRY - CID SHOWING SUBDIVISION FOR a B. 3683, PG. 570 -572 �, .� 1 _ A 2:0f7 Q_ LOT 1 X MAP 78 PARCEL 55A4 f� \ DRIVE LUXOR, LLC PROPERTY AND STMH \ \ y 27 - _ I / N . THRU PLAT SHOWING _ IN=530.49 DICATION FOR TMP 78F -1 -A i l V \ `' ----------- �`o O r 15 - SUBDIVISION OF \ / /` ±'.'' 6 I TMP 78 -55A OPS TOWNHOUSES, LLC. PROPERTY AYG PLROUND BUILDING A / I MARTHA JEFFERSON HOSPITAL EAST 3683, PG. 570 -572 (PLAT) i , �c \ 12 27 1 e NOW OR FORMERLY ' \ \ 4 835 G S F / I MEDICAL OFFICE BUILDINGS (OR OFFICE PARK LLC \ 1 .: ". D.B. 2503, PG. 73 -76 (PLAT) L------- - - - - -J ) 78 ID: 000 00 -00 2 116 SEATS NOW OR FORMERLY 055DO STMH \ \ i 1 I RIM= 533.65 \ 9 ° 64 PARKS 22 12 1 : i THE MARKET PLACE OF VIRGINIA LC \ \ INV= = D.B. 3120, PG. 408 53°.39 \ � u+ \ � .. - - -- - -- \\\ ; MECH. 20 STACKS SERVICE r METER R2 0.00' PARCEL ID: 07800- 00- 00 -055A8 YARD \ �o - - - - - -- I 487 50' 27 F 39 EXISTING VARIABLE �SE I E T SANITARY SEWER M D .B . 1098, PG. 2 2 R20.00 DB RIM JO. \ 1 INV = $$24.64 "IN ' 37 EXISTING C L OF 20' �� �� 30 y 8 \ PlN(FJ R32.00' WATER LINE EASEMENT q �, J•' 0 3 I 6 48 1 rJ \ R50.00 D.B. 1076, PG. 24 \ / / �' �, L a, R44.00' - 27 1 1� z TING 20' A.GS.A. 8 5 <PCSP� .�� / ` 25 SANITARY SEWER 1098 PG. EASEMENT 27 27 , 28 I ., 1 D.B. , 26PIAT) R50.00 - - - - -- I ':, 1 PG. / / \ � - - - 50 - TYP. 26 �... .. � D.B. 1890 143( , / \ EXISTING 15' CINTRAL TELE. CO. EASEM T' -• ASPHALT 1135 D.B. \ \ , . 60 & 66 1 / / EXISTING C/L OF 16 t/A. D TELE. & TGPH. CO. SMT. PIN S / D.B. 530, PG. 29A (J N 41'15 W S 141.25 PlN( N 3 11' ��- ,I .83' W " / EXISTING SMH 15' q -a te / T I / \ J EXISTING C/L OF 10' VA. CENTEL EASEMEN �ACSA N '0 EASEME ° � A R1M= 527.80 O 0� TELE. & TGPH. CO. ESMT. 6� 1132, PG. 1 s:; R512 0 SEWER y09 £� /NV= 522.68 ° qR D.B. 460, PG. 47 O `�� "��` B. 2 G - EXISTING P ' g15, ? I ti �o O (H.P.B. Xl, PG. 1: 4) D B \ 1 ?" N o B. 1138, PG. 4 5 0.00 � - I ASPHALT S(ACSyJ� I igry� s a 0. INV _521.87 a "s(ACSA) R489 00' °S8 INV =520. R512.50 _ N 32 ' 0 5'08" W 1 s ^DI(bcsA RIMH 527.63 11 a N 31'31.06• W 5 2�' 5' CENTEL EASEMENT ELI)) EXISTING 1 INV _ (PLAT) RW -201) 1s "DI( (VDOT PROJECT. 0250- 002 -105 ",//& P,//S °�` �'(ACSA) � � 52 18" RCP F.E.S 1� + 11 1 E CONCRETE SIDEWALK STMH _ 52 INV. = 525.29 NS) 43 10 i "� ASPHALT a^ 51 43 a S OLID WH/ - 30 CONCRETE S /OEWALK ASPHALT N 30 3 R30.00' 48 R250' SOLID WH ?E PIS ASPH . ALT R30.00' NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. DASHED WHITE P/S i9 /CyMO/1/p ROAD _ � ASPHALT o ASPHALT s �� � • • R O�E (VARIABLE WIDTH PUBLIC R/W Z50 F I SOLID YELLOW PIS (VDOT PROJECT: 0250 -00 - ) 11 (D.B. 1132, PG. 109• 2 105, PG. 353 RW -201) GRASS ISLAND RIM 526.07 I I a (S.H.P.B• , XI, PG. 104) D.B. 1136, ) .. INV= 521.47 U� INV= 522.17 ASPHALT � I ll LAYOUT DESIGN NOTES: El 1. CURB AND GUTTER, CATCHING SECTION. 2. CURB AND GUTTER, SPILLING SECTION. 3. SIDEWALK WITH CURB AND GUTTER. 4. SIDEWALK HANDICAP RAMP. 5. CONCRETE SIDEWALK /PATIO. 6. 4" WIDE, WHITE PAINT STRIPE. 7. 4" WIDE, BLUE PAINTED STRIPE. 8. BLUE, PAINTED, HANDICAP PARKING SYMBOL. 9. 'DRIVE THRU' PAINTED GRAPHIC. 10. STOP LINE PAINTED GRAPHIC. 11. DIRECTIONAL ARROW PAINTED GRAPHIC. 12. BOLLARD AT PICK -UP WINDOW. 13. BOLLARD WITH HANDICAP SIGN 'VAN ACCESSIBLE' 14. BOLLARD WITH HANDICAP SIGN. 15. DRIVE THRU AREA PLAN. 16. DRIVE THRU ISOMETRIC PLAN. 17. REFUSE /STORAGE BUILDING, SEE ARCHITECTURAL PLANS. 18. REFUSE ENCLOSURE FOUNDATION. 19. CONCRETE RAMP TO TRASH ENCLOSURE. 20. CONCRETE APRON AT TRASH ENCLOSURE. 21. CONCRETE PAVING AT DRIVE THRU. 22. SERVICE YARD, SEE ARCHITECTURAL PLANS FOR DETAILS. 23. NOTE NOT USED. 24. MENU BOARD AND CANOPY ORDERING STATION, TOP OF MENU BOARD IS 4' -10 '. 25. MAIN ID SIGN, SEE SIGNAGE PLANS FOR DETAILS. 26. TRANSVERSE AND LONGITUDINAL CONTRACTION JOINT. 27. TRANSVERSE AND LONGITUDINAL DOWELED CONSTRUCTION JOINT. 28. LANES MERGE SIGN. 29. FLAG POLE. 30. TIE INTO EXISTING CURB AND GUTTER. 31. STOP /DO NOT ENTER SIGN. 32. DIRECTIONAL SIGN. 33. TWO ORDER LANES SIGN. 34. STOP SIGN. 35. MULTI -ORDER POINT ISLAND. 36. OUTDOOR TABLES. 37. DRIVE -THRU DIRECTIONAL GRAPHICS. 38. TYPICAL PAVEMENT SECTION, SEE DETAIL. 39. GREASE TRAP, SEE PLUMBING PLANS FOR DETAIL. 40. STANDARD PARKING STALL. 41. NOTE NOT USED. 42. NOTE NOT USED. 43. TRUNCATED DOME WARNING SURFACE. 44. MENU BOARD LOOP DETECTION SYSTEM. 45. LANDSCAPE AND IRRIGATION PROTECTOR. 46. CLEARANCE BAR. 47. DRIVE -THRU ORDER POINT BOLLARD. 48. STANDARD VDOT CG -2. 49. ELECTRIC POWER TRANSFORMER BY (OTHERS) 50. PROVIDE CLEAR AREA AS INDICATED FOR TRANSFORMER. 51. CROSSWALKS. 52. STANDARD VDOT HANDICAP RAMP. SIGNS ALL SIGNS CONFORM TO 'THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' BY U.S. DEPARTMENT OF TRANSPORTATION. NOTE: ALL MEASUREMENTS ARE TO FACE OF CURB UNLESS OTHERWISE SPECIFIED. NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. „ BEFORE DIGGING CONTACT MISS UTILITY AT 811. 20 10 0 20 40 Scale in Feet 1 inch = 20 ft. D t7 O°' 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By ZL Mark Date By 0 Mark Date By ILI L a 0 p N u o • o (D a� � C � o C C N w LO _ Z 2 p 0 p � 6 � QJ � o v O � c� 0 O r7 STORE #3187 FSU S06 1626 Richmond Rd. Charlottesville (Albemarle Co.) Vir in is SHEET TITLE LAYOUT PLAN OPTION 1 6 -25 -13 CONTROL PLAN DWG EDITION 05.9 REVISION 1 Job No. : 22100 Store : 03187 Date ; 7/5/13 Drawn By : H &D Checked By JGD Sheet C 2 , 0 0 T/ ° �� cO �cREr F S /oe N��tiC` a.i1 B/ 68j p� �� / � +y Na hh . 0 �S WOODED AREA u h N��a \\ + h h \ \ \ \ \ m ss° \ \ \ \ \ \ \ ssS a \ 4SpygCT \ G h - pNti 1 I N�.° Na y5 ���__�_ \ \ \� \ \\� \�ss� LOT 1 PLAT SHOWING + SUBDIVISION OF #F�ti -- \\ \ \ \\ \�\ �\ \ ya 1 h `S k \ "_�, - _ ` \ +y 9� - - -- �• _ R \ _` o TMP 78 -55A i�0 + \ � _ � fTC HTIVIIVV71IiFHL1_ - X 55 /NV�5 SMH 543.55 / _ \ \ \ - \ \ \FO _ �OODE - D - 9- - MAKIH JEFFERSON HOSPITAL EAST - - - -_ N \ _ \ — - R S A _ _- �MEWCA1 OFF4E_BUOINGS hb T.B.M. 3 \ \ �i - °-` \ ; _� \ �� - ` - - _ _D B- 2�0� - ,'f'G 13 (PIA '0 TOP OF CURB G a - -_ 54 ELEV.= 553.58 y a — NOW OR FORfvI — — NAVD 88 Gy N klg o y k 1 I C 4 >'� �� / / -' _ �� \ _ = - h° , = �_ -; THE MRK"_ E LACE - - +A 1g 1 + - T ' _ O® 00 -A0_-_D3_SA8 \ _ _ - 6- ha EXISTING C/L OF 20' 9a I a ti N�� 53 NS^a - i'� - / +Ti WATER LINE EASEMENT 4 k p. ' N 5 ha FAG D.B. 1076, PG. 24 �,S \ R � � � � � - i / � i -- �� _ � \ � 9• ;I =� � � � � `� � � �- - - - = - � ` � � \ � _ - � = _ \ A� - - 554 � G yy1• �+ 5 '32'69'` = = AG e y�yN 9 1 h / � + __ _ 4 9" 20 � � I 5 by _ _ ti' \ LOT D \ '/� I / p �q +y� �� "� g -�, j �� is _ L 66 / EXISANG30' PLAT SHOWING SUBDIVISION FOR N I _ - TAX MAP 78 PARCEL 55A4 rc 54x0 �� \ \ \ yN1 / / + ° ° _ ; F) _ \ \ _ I -_ hhi, / /N E FL 539.57 ���� \ \ \ \ \ \ - yyy6j D.B. 2503, PG. 73 -76 THE LUXOR, LLC PROPERTY AND \ R/W DEDICATION FOR TMP 78F - — Xrc 539.18 a \ \ - / - _ -- ---- - - - --- - -- NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY TC 5 38.96 h a / ti 9� �� ` �\ __ I N l TELEPHONE "S ti 0° y�9 `� + \ \ \ y \ D.B. 3683, PG. 570 -572 (PLAT) / d ' PED AL � + y ° P y� p y y9 + y '� \ 1 I I �Gl� k �� TC NOW OR FORMERLY � ------- FL 538.30 w / p� ° +y�9ti ° °a I I 1 a 5 5 38.39 � � + + \ LUXOR LLC W- h \�� \ \ / .Q ti Av I I a �s 9x 0 \ i D.B. 3687, PG. 302 + 1y w N +A F AG h�0� 6 by \ PARCEL ID: 07800- 00- 00 -055AD EP' Q �� yy oa 54 E \ Pc651122.123 0 0 / \ r h o I G 1 P 2 � m \ EXISTIN B 1525 PG• 1 o 0 0 I ARO yyg ti I I + \ 1 \\ F h 0 \ ati '\ 1ti 0. 9 h h� � ' 1 I S45 \ \\ \0� \ \ \ 550- \ a0 +h� + I I \ hy9' 96 \ i ` d y h \ yy9 1 3 . l b I \ G y�1 ya1 i d a9ti FILTERRA ya I \ \ \ \ \ \ y FOR WATER QUA a � E — A F� w AG hh�2 y h h4,� + ° ;AT. 1 ya�6 I I \ \ g 1 \ WATER VALVE 1�02D 91` SMH p W W + I I \ � 5 p \ \ \ kh�1 TF� 5 09 WATER VALVE \ \ RIM= 537.33 e 1 1C \(VV= 53229 N cV \ y y � V, sT a \ \ \\ \ �'� \ a 1 + + y � + titi I A�yy. N � \ \ \ _ I ya 9' 1 + + I y� S LA �\ y I 36" RCP \ / hN�� \ man Jy,X�y I I i ��\ \ \ EXISTING C/L OF 20' a1 �ha' I OVERSIZE PIPES �� �� I WATER LINE EASEMENT 1 F G h 1y I �V \ D.B. 1076, PG. 24 y�y1 1 �y1y G A c y �y �s N \ + � 1 `�a', I FOR STORM WATER +yak RETENTION I / G AG y h91 h 5�y� kg ti y �� ayy. \ G� 5 + \\ 3AI�O STORM WATER OUTFALL �� �� ti ya "$ +� G yp �6� \\ \ CONTROL STRUC E + 11 6 h h 536. \ hh ha N S: 1 h + 0 I y� X538- - �� \ \ \ FV ko• A p kay6 0 \� + fi g.+ 9` y y9 by •yti y ya' / + + + + + / 0- 1 5 a Qo + ay 1 �h \ \ \ A � AF� N y v \\ \ /� \ E �� \ 16 .. + 4 G ° 1 aQ y e 1 'Q 1� ��• + +y a 06 ti \ A 1y \ \ _ y S y9• h S ° °° - - + 1 I I AG y1 + 1r - - � - - - - / .; y 1114P N . ENTRY EXISTING VARIABLE WIDTH h \� TMP 78 -550 ACCESS EASEMENT i n x / k \ \`� \ ��h� L y �g� 9 � / / ENTRY - - pa ' I 1 \ \ 3 _53 8- PLAT SHOWING SUBDIVISION FOR o \ D.B. 3683, Pc. 570 -572 \�9 �� \ 1 \\ ti�e1 \ � L Ny . � 1 1 A n / 5q h 1 +y h \ \ \ h � \ O 53a/ • 1 � DRIVE PLAT SHOWING 10 — ° \ Fey LOT 1 TAX MAP 78 PARCEL 55A4 ��s 5 a \1 M1. THE LUXOR, LLC PROPERTY AND a STMH G h� _ h a - - - R/W DEDICATION FOR TMP 78F -1 -A �\ 1 1/ RIM= h +,�\ 1 +��ko,�' \ - - (r h 5�� 1 NV= 530.49 - 9 g k p T� r ;` - - - + - - / s 537 SUBDIVISION OF NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY �N�. k h �ybaye y� \ 1� �1. + ' `� / \ / TMP 78 -55A G h \ a 1k y by h y � F + h : a9� PLAYGf A D y�1 BUILDING A 1 ' I MARTHA JEFFERSON HOSPITAL EAST D.B. 3683, PG. 570 -572 (PLAT) s a�. ktia Pi c �F� o \ a + + + MEDICAL OFFICE BUILDINGS 1 1 h S N '�*� + \ y 4 G S F (I NOW OR FORMERLY I y y y a ' + y� a }' ti \ \ \ s, / I w I Q D.B. 2503, PG. 73 -76 (PLAT) LUXOR OFFICE PARK LLC 6ti A / 9 ti t\ G h \ \ \ ' - - - - - - - 1� X37 S EATS ' NOW OR FORMERLY D.B. 3833, PG. 022 1 ha a / °a/ ya \ \ �� ono - - - - i I y� b ° 536 - PARCEL ID: 07800- 00- 00 -055D0 MA RKET PLACE OF VIRGINIA LC RlM =S .65 9 \ / \ \ s \ \ - h +�� ' srMH � � � PAR K S ' - 1 N• a ' � THE MA D.B. 3120, PG. 408 - -, 0 STACKS Xr s?9 I y y PARCEL ID: 07800- 00- 00 -055A8 ..\ h r NECH. _ �RVIL`E h•ti I '� 53 . A4Q y YARD C, — — + FF= 546.48 _ K 1 528 h)5 �\ / V � -?i, 92 �G ` Y\ \ \ — -�� X536— - ry - + / I F� D\ T.B.M. I �� 9 �' \ �/\ -- - - - CHISELE 5-- ' �h I RETAINING WALL D ❑ I \ q �+ h� \ \ \ i s ?8 �\ EL'fV.= 533.63 /o $- �' 3 N 1 \1 I / �5 \ \ \ \ h ?? s EX VARIABLE WIDTH +\\ \ \ I a I EASEMENT NA YD 88 \ c+ �' " 1 y ti \ \ ti I SANITARY SEWER \ I J O � N ga D.B. 1098, PG. 269 j R1 3 . \ \� \ \ h� .. I - 535 /NV�` 24 \ \ \ + EXISTING C/L OF 20' � g5 y g2 0' \ \ \ PlN(F) B 1 _ - - WATER LINE EASEMENT A hy� \ \ ^� \ 1 oti / _ - 1 1 I 1 yy N�h,34 D.B. 1076, PG. 24 + a= - F T.B.M. 20' A.C.SA. �, � / SP) 1 \" \ \ -- -- - - - - -� �+ - - - -+r�1/ hyy y +� 1 T.B.M s I I GyaNti1� TOP . CURB EXISTING \ m � E E + y s I, 1¢ - - - I X534` �G ELEV.= 533.53 SANITARY SEWER EASEMENT / \ ; a ti� RETAINING WALL_ NAVD 88 D.B. 1098, PG 26PLAT) / I I I \� F��o�y yip \ \ \� DgNrRLV� T 1 - — — — + 1 — — — — _— = y eti y eti- 3� \ 06 D.B. 1890, PG. 143 ( — — I 9. q. 1 S SIGN -+- - - - - 0 h / \ l q -- 4 r� -\� -- � - v i a 53 EXISTING 15' CENTRAL TELE. CO. EASEM T y G r p \ `� ° 6 1 y�� 1 D.B. 1135, PG. 60 & 66 6 TC h a ti 1 � EXISTING C/L OFII 1 ' VA. G AFFIL h ti y N / TEL & )TGPH. CD. SMT. I C TRO + h , ti� h� ya a o I ?s a � _ F h D.B 530, PG. 129 I / \\ B a y ONT OL �O N 41'15'31" W ° ti MARK ti - - a - 1 141.25' yti5� O W a o9 \ 532- / S P/N S 11 FIBER�ORTJ����� - - � pp �� _ + _ - - _ + � / _ - - - \ EXlS' 15 5 SEMEN �� 1 RlM �� \ EXISTING Lr /L �0' l i J1g _ _ — - \ \ ti t CENTJFL�ASEME�V + 'hti RIP RA —s g �`j' X6 9 — — R y / l INV= 522.68 ti+ \ ��� TELE. & TGP CO. E EXISnNG - �/ E�h 113-PG 1 y � �� / h wE 10 (� \ + D.B. 4¢D 47 \ ' h 9 a E - - - �y a / /a a N , I aa 1 a \ 6 20 815, PG' 9 a / / / / 1A hti +y`�a X10 t13 + R — — — = d H �XI PG. +ham — 52 D / / s 12•S / 1 B. �P G.�4 9 � � -_ -ir a� h ASPHALT \ \ \ 1 g1; 5.92 rc 530.6 / ti p � a \� / �.0 O. 1. $• 7 — � uDOT —,- 526 / 530.6 pa 6 16 - g - - _�, 52 AIV. , p!74 �� � - - V / TRAFF2 - /_- 2 5' W J XTC p I h a '�� NV - TRAFFIC - G , - - a - 5 .24' y r o,�'�16'DI(ACSA) 6 F�'CG 1 • h - - - - _Sd?6' - - f J� N� - BBO,N' -rROL = __�^ -�9 — - - - P R -5,� 241 ' pl (FIELD) CENTEL EASEMENT -XTC 530.2 �^ \ �g - - - - RIM= 527.63 - - SIGN - - - 2 EXISTING 15' 105, RW -201) y � 16 "DI(ACSA �w 1'y� h + INV. =9 hti� - Tc - a �� - - - - - - _ - - - - - ^ s AL LE �' PL/+ y �1• XTC 530. \ a° � h � «�6 'w(AC \ SA)-- TC (VDOT PROJECT. 0250 -002- /TE P/S $ SIGNAL POLE -� - - X C 530.61 j'8 RCP 1._. —� F. E.S. _ _ 522- - 0 �gti ti W YL7X \ gl`��� - . 76 - - �_ - 1 8_RCP - 2 1g , 1 AG yti y h 9 CONCRETE SIDEWALK h —520- y STMH / y�p�ti —� i� h � AG� 6 1 1 h� h1h � — �—� � _ GN _ , 1 1 9� RIM =530 99 h i F yy1 h� AG AG y ��. h ONG WAY „ 4V -A ?jX X520 +a SMH 530.75 _ —s ue INV. = 522.35 —sue g "S(ACSA) 2pe D. /. / � y�1' FU \ AG y +h aNti ��„ ,�1;••� LO 1 INV.= 525.29 C. (PLANS) 1 , / / c� ,r— �• RIM= 51717 INV = 512.39 / / / �6. ti 0 1 066 y �° ASPHALT FAG h CONCRETE SIDEWALK 0 / h tiy' �- - - I A h h hti ti yh J / / / g SOLID y � �p ® 1 ROP ASPHALT SOLID WH /TE P/S ASPHALT NOTE: / / DASHED WH�E P/S I "V THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING I Y ���/�/JOW� Q TA I ASPHgLj h1 UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE // 1 A / /� 1 / —,S ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO o 1 a a 1 / Ny / a s p I ASPHALT l /� O MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. \ a./ �h p � a0 01 / (VARIABLE WI 1� 250 I \ y tit. y ti /SOLID YELLOW PIS hti �y & y ti � y tiy � N VDOT P '�" H PUBLIC R /W) _7 I y J ( PROJ 02'50 -002- BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. - h - yti 1 (D.B. 1132, PG 169; D 105, RW -201) 20 10 0 20 40 / 6 ° N1 STMH b A N� a B• 1136 P ” h a� a' RIM = 526.07 J. ti k hti ,5- (S. H. P. E . XI P . G. 353) GRASS ISLAND h� INV =52, 47y S /cN / y A G hti / G. 104) I Scale in Feet 1 inch = 20 ft. INV = 522.17 t WRONG WAY FAG h 1� F: \Acad \Dwg \22100 \dwg \ARB 1ST SUBMITTAL \22100_ARB Grading.dwg, 8/8/2013 2:23:31 PM, PDF995 (7 M &O, 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By L Mark Date By 0 Mark Date By U ^ _ a> U :F� Q O p z � _ate T r0 Q a O CD) d �C Q � � Q) C C W L1 4 Z �, U , a 0 Q p � a F a - L co c� o CD O CD Ln 0 0 r7 a STORE #3187 FSU S06 Pantops Drive Charlottesville (Albemarle Co.) Vir inia SHEET TITLE GRADING AND DRAINAGE PLAN DWG EDITION 05.9 REVISION 1 Job No. : 22100 Store : 03187 Date : 7/5/13 Drawn By : H &D Checked By JGD Sheet C -3.0 p ro ti M N O M O N 00 00 W i= J H O O U) a C Q N j, co ry a I O O N N O O N N 0 _ L D O i g (1) 6 ;2, " E 200.0o'(PLAT) LOT D 199.92'(FIELD) EX /ST/NG 30' PLAT SHOWING SUBDIVISION FOR l \ ' \ _ s"' -. ° e . /N(F) /N ESS E EGRESS EASEMENT TAX MAP 78 PARCEL 55A4 I \ _ D.B. 2503, PG. 7,3_ \ THE LUXOR, LLC PROPERTY AND 76 \ R/W DEDICATION FOR TMP 78F -1 -A ' s NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY N r TELEPHON D.B. 3683, PG. 570 -572 (PLAT) I I PEDESTAL 17 UTILITY DESIGN NOTES: 0 \ NOW L OR O RORCERLY / ' s o \' a 1. CONTRACTOR MUST FIELD VERIFY THE INVERTS OF ALL 14. GAS /ELECTRIC /TELEPHONE OVER STORMWATER /SANITARY \ \ Q EXISTING MANHOLES, GAS LINES, AND OTHER UTILITIES LINES SEWER. MINIMUM CLEARANCE TO BE 18 INCHES. WHERE D.B. 3687, PG. 302 , ^5 oj PRIOR TO THE START OF CONSTRUCTION. IF CONFLICT CLEARANCE BETWEEN PIPES IS EXPECTED TO BE LESS THAN PARCEL ID: 07800- 00- 00 -055AD T c� ^ ' N "' \ "= EXISTS, NOTIFY ENGINEER. 6 ", PROVIDE NEOPRENE PAD BETWEEN PIPES. \ S 2. 4 C900 PVC SANITARY SEWER PIPE. 15. EMEN I � � a � � � = .... � ' O,� " SEE ARCHITECTURAL PLANS FOR EXACT LOCATION OF WATER ACCESS EP 2,173 0 0 0 ' \ ' O/� ° CONNECTIONS. DOMESTIC BACKFLOW PREVENTER TO BE \ G 1 pG• Ik Pik VC `:':: 3. SANITARY SEWER CONNECTION AS PER PLUMBING PLANS. LOCATED INSIDE OF BUILDING. SEE PLUMBING PLANS FOR Ex jS�N 152 ?G• ,Z p Q m ' * qE�� v SEE ARCHITECTURAL PLANS FOR EXACT LOCATION O F SEWER CONTINUATION. p.6 30 1 � O O TIE -IN AND SANITARY SEWER CLEANOUT DETAILS. \ 0.5• c� I ' 16. 3/4" DIAMETER COPPER, TYPE 'K', WATER SERVICE LINE r 4. GREASE TRAP (1,000 GAL MINIMUM). SEE PLUMBING PLANS FOR WASHDOWN. MINIMUM 36" COVER. I ' \ FOR DETAILS. RIM =MATCH GRADE. 5. 4" D.I. SANITARY SEWER PIPE. 17. LO N, SEE ARCHITECTURAL PLANS FOR EXACT 6. 3" VENTLINE. 18. ELECTRICAL SERVICE CONNECTION. t Q N 19. GAS CONNECTION. \ I I Q 7. 1" COPPER TYPE "K" FOR IRRIGATION. B. 1" IRRIGATION METER AND BOX. TO BE INSTALLED BY 20. TELEPHONE CONNECTION. I UTILITY CONTRACTOR AT OWNER'S EXPENSE. METER BOX TO oti u' L^ BE INSTALLED BY CONTRACTOR. OWNER IS RESPONSIBLE 21. PROPOSED TRANSFORMER LOCATION. 8'X7' TRANSFORMER 4" LA . _ I 1- � cam• FOR PURCHASING METER. PAD AND 15'X20' WORK AREA. WATER VALVE •• llW - 532.631 SMH �u EXISTING C/L OF 20' WATER LINE EASEMENT D.B. 1076, PG. 24 TMP 78 -55D PLAT SHOWING SUBDIVISION FOR TAX MAP 78 PARCEL 55A4 THE LUXOR, LLC PROPERTY AND R/W DEDICATION FOR TMP 78F -1 -A NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY D.B. 3683, PG. 570 -572 (PLAT) NOW OR FORMERLY LUXOR OFFICE PARK LLC D.B. 3833, PG. 022 PARCEL ID: 07800- 00- 00 -055DO INSET'A' SCALE: 1"=10' NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. 1Nl asp , SMH �oop \ � TMP 78 -55A 4 RFq ' \ 5 25 RIM= 543.55 \ W0O0� MARTHA JEFFERSON HOSPITAL EAST ARC ' l IN V kS38 \ _ , MEDICAL OFFICE BUILDINGS T.B.M. e 08 85 \ _ D.B. 2503, PG. 73 -76 (PLAT) TOP OF CURB NOW OR FORMERLY ELEV.= 553.58 O 1 INSET'A' SCALE: 1"=10' NOTE: THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. FX /ST \ - WOODED AREA - � - LOT 1 PLAT SHOWING SUBDIVISION OF I N WATER VALVE RIM =53j l � 1 9. 2" PVC WATER LINE. 22. SEE IRRIGATION PLAN FOR CONTINUATION. p. INV= 532x29 N N 1 I -' \ ° ¢ 23. 2" PVC 45' BEND WITH TWO TYPES OF RESTRAINT. STUB 10. SANITARY SEWER CLEANOUT. RIM TO MATCH FINISH GRADE. 11. 1" REDUCED PRESSURE BACKFLOW PREVENTER WITH HEATED 24. 2" CORPORATION STOP. a, \ AND INSULATED ENCLOSURE ('HOT BOX'. PIN(F) HOT BOX INSIDE DIMENSIONS: 47103 %36% 9 \ HOT BOX MOUNTING PAD DIMENSIONS: 58X24 ". 12. 2" DOMESTIC METER AND BOX. TO BE INSTALLED BY UTILITY \ / CONTRACTOR AT OWNER'S EXPENSE. METER BOX TO BE \ / INSTALLED BY CONTRACTOR. OWNER IS RESPONSIBLE FOR PURCHASING METER. 13. WATER OVER SANITARY SEWER /WATER /UTILITY. MINIMUM CLEARANCE TO BE 18 INCHES. WHERE CLEARANCE BETWEEN / PIPES IS EXPECTED TO BE LESS THAN 6 ", PROVIDE NEOPRENE PAD BETWEEN PIPES. 0 e - e 0 0 00 00 0000 00 0 0 \ \ I I ENTRY / I EXISTING VARIABLE WIDTH N• \ �� / ' ENTRY N ACCESS EASEMENT / \ �, h ��. ' • ^: B. 3683, PG. 570 -572 \ J , OD Ln DRNE / .:.:.;' ' LOT 1 N \ ti THRU / PLAT SHOWING v RIM-- 533.87 \ / INV= =530.49 \ r'Gt r------- - - - - -- SUBDIVISION OF TMP 78 -55A PLAYGROUND BUILDING A I J MARTHA JEFFERSON HOSPITAL EAST :. ;: a MEDICAL OFFICE BUILDINGS \ 4,835 GSF SEE \ \ �:° D.B. 2503, PG. 73 -76 (PLAT) 1 \ a,----- - - - - -- 116 SEATS STMH INSET 'A' ,' . / I Q NOW OR FORMERLY 1 \ \ \ 1 ` ` I THE MARKET PLACE OF VIRGINIA LC �� \ 1 RIM =53 . 18 3 INV= 530.39 IS 6 4 PARKS 2 0 STACKS -' M R -' D.B. 3120, PG. 408 SERVICE PARCEL ID: 07800- 00- 00 -055A8 1 YARD N� T.B.M. �' \ 4 CHISELED " ❑C - '� ELEV.= 533.63 ?�► �' \ 1 F O EXISTING VARIABLE WIDTH NAVD 88 \ O C> O \ I. !; I SANITARY SEWER F�ISEMENT D.B. 1098, PG. 269 RIM- 30.82 13 INV= 24.84 I 23 \ h EXISTING C/L OF 20 \ / ���� 25e2\ 1 PIN(F) ELEC. WATER LINE EASEMENT D.B. 1076, PG. 24 \ / cc' A. Y / 1 / aslP ° SPA ��� RL - -- - - - - -, 13 23 I :. I TOP OF CURB EXISTING 20' A�SEMENT E -- —�— ELEV.= 533.53 SANITARY SEWER \ om — J TRAFFIC NAVD 88 D.B. I 1 1 1098, PG. 269 / CONTROL JT 21 14 14 9 1 1 D.B. 1890, PG. 143 (PLAT) • SUH \ " �� RIM =530.75 T / OX rri i 5 I ` -�- INV.= 522.35 / / - - -- --- - -� - -� \ I EXISTING 15' CENTRAL TELE. CO. LA SEM T • ' ASPHALT a "s(ACSA) \ \ T D.B. 1135, PG. 60 & 66 / / EXISTING C/L OF 1B' VA. AFFIC TELE. & TGPH. CO. SMT. C NTROL D.B. 530, PG. 2,1 B TRAF C PIN (S) I s e 13 N 5 11' " W FIBER-OPTIC / CONT oL N 41'15'31" W 141.25 PIN( 83' eox 12 EXISTING 15' N.1 / sMH 11 CENTEL EA SEMEN T \ EXISTING C/L OF 10' VA. SEWER EASEMEN ° / INV =522.68 J O��E TEL E. &TGPH. CO. ESMT. I O $ ��6 B. 1132, PG. 1 20 PG 709 D.B. 460, PG. 47 ag e 7 o'�O (H.P.B. Xl, PG. 1 4);" EX ISTING 1 615, / I ti o 0 1 0 1 .B. 1138, PG. 4 7 -4' ,� 1 A) 0 � 12 S (ACS 1 i 13 9 ��E 2 - I ASPHALT I a "S(ACSA) VNV` S C ' 1 87 VDOT �$ a S7p58 INV.° 520.7 V IRAFFI i N 32 ' 0 5'08" TRAF 5.24' � FIC W CONTR L SAM Box � � N 31'31'0 ( FlELD) SIGNAL LE W 5.20'(PLAT) EXISTING 15' CENTEL EASEMENT 1 RCSQ RIM= 527.83 5j929 TC BOX '(PL 105, RW -20 1 sroi( iNV = Tc (VDOT PROJECT 4250 -002- WHITE P/S - +- "- • 6w(ACSq) � SIGNAL POLE 18" RCP F.Es 1 CONCRETE SIDEWALK STMH ONG�i 16 "W APPROX. LOC. (PLANS) D.l. RIM= 530.99 INV. = 525.29 RIM= 517.17 /NV= 512.39 ASPHALT r ¢^ n U SOL /D WHITE P/S CONCRETE SIDEWALK ® 15 " RCP 1 ASPHALT SOLID WHITE P /•g ASPHALT 1 ° h DASHED WH /TE P/S i9 /CyMO/1/p ROAD _ ST A TE X90 ASPHALT N ( o ASPHALT 250 (VARIABLE WIDTH PUBLIC R/W SOLID YELLOW PIS (VDOT PROJECT: 0250-002-105 ) (D.B. 1132, PG RW - 201) STMH 109; D.B. 11366 PG. 20 10 0 20 40 353 + GRASS /BLAND /NV= =5247 SIGN (S•H.P.B. XI, PG. 104 ) E � Scale in Feet 1 inch = 20 ft. INV =52217 I I �� WRONG WAY ) , ` ASPHALT ki 0 D O°' 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By ZL Mark Date By 0 Mark Date By [L 0 C Q - O CV O � � C C O � LS C C N Ln !F -'�L Z 2 O Ln p O a p � 6 r` o C-) O L0 c� Ln 0 0 STORE #3187 FSU S06 1626 Richmond Rd. Charlottesville (Albemarle Co.) Vir in is SHEET TITLE UTILITIES PLAN DWG EDITION 05.9 REVISION 1 Job No. : 22100 Store : 03187 Date :7/5/13 Drawn By : H &D Checked By JGD Sheet 1Nl asp , SMH �oop \ � TMP 78 -55A 4 RFq ' \ 5 25 RIM= 543.55 \ W0O0� MARTHA JEFFERSON HOSPITAL EAST ARC ' l IN V kS38 \ _ , MEDICAL OFFICE BUILDINGS T.B.M. e 08 85 \ _ D.B. 2503, PG. 73 -76 (PLAT) TOP OF CURB NOW OR FORMERLY ELEV.= 553.58 NAVD 88 THE MARKET PLACE OF VIRGINIA LC D.B. 3120, PG. 408 z 0 PA �D; 07800- 00- 00 -055A8 EXISTING C/L OF 20' 1 - — _ _ WATER LINE EASEMENT I ' ' - ' D.B. 1076, PG. 24 P /N(F) X FX /ST \ - WOODED AREA - � - LOT 1 PLAT SHOWING SUBDIVISION OF I N WATER VALVE RIM =53j l � 1 9. 2" PVC WATER LINE. 22. SEE IRRIGATION PLAN FOR CONTINUATION. p. INV= 532x29 N N 1 I -' \ ° ¢ 23. 2" PVC 45' BEND WITH TWO TYPES OF RESTRAINT. STUB 10. SANITARY SEWER CLEANOUT. RIM TO MATCH FINISH GRADE. 11. 1" REDUCED PRESSURE BACKFLOW PREVENTER WITH HEATED 24. 2" CORPORATION STOP. a, \ AND INSULATED ENCLOSURE ('HOT BOX'. PIN(F) HOT BOX INSIDE DIMENSIONS: 47103 %36% 9 \ HOT BOX MOUNTING PAD DIMENSIONS: 58X24 ". 12. 2" DOMESTIC METER AND BOX. TO BE INSTALLED BY UTILITY \ / CONTRACTOR AT OWNER'S EXPENSE. METER BOX TO BE \ / INSTALLED BY CONTRACTOR. OWNER IS RESPONSIBLE FOR PURCHASING METER. 13. WATER OVER SANITARY SEWER /WATER /UTILITY. MINIMUM CLEARANCE TO BE 18 INCHES. WHERE CLEARANCE BETWEEN / PIPES IS EXPECTED TO BE LESS THAN 6 ", PROVIDE NEOPRENE PAD BETWEEN PIPES. 0 e - e 0 0 00 00 0000 00 0 0 \ \ I I ENTRY / I EXISTING VARIABLE WIDTH N• \ �� / ' ENTRY N ACCESS EASEMENT / \ �, h ��. ' • ^: B. 3683, PG. 570 -572 \ J , OD Ln DRNE / .:.:.;' ' LOT 1 N \ ti THRU / PLAT SHOWING v RIM-- 533.87 \ / INV= =530.49 \ r'Gt r------- - - - - -- SUBDIVISION OF TMP 78 -55A PLAYGROUND BUILDING A I J MARTHA JEFFERSON HOSPITAL EAST :. ;: a MEDICAL OFFICE BUILDINGS \ 4,835 GSF SEE \ \ �:° D.B. 2503, PG. 73 -76 (PLAT) 1 \ a,----- - - - - -- 116 SEATS STMH INSET 'A' ,' . / I Q NOW OR FORMERLY 1 \ \ \ 1 ` ` I THE MARKET PLACE OF VIRGINIA LC �� \ 1 RIM =53 . 18 3 INV= 530.39 IS 6 4 PARKS 2 0 STACKS -' M R -' D.B. 3120, PG. 408 SERVICE PARCEL ID: 07800- 00- 00 -055A8 1 YARD N� T.B.M. �' \ 4 CHISELED " ❑C - '� ELEV.= 533.63 ?�► �' \ 1 F O EXISTING VARIABLE WIDTH NAVD 88 \ O C> O \ I. !; I SANITARY SEWER F�ISEMENT D.B. 1098, PG. 269 RIM- 30.82 13 INV= 24.84 I 23 \ h EXISTING C/L OF 20 \ / ���� 25e2\ 1 PIN(F) ELEC. WATER LINE EASEMENT D.B. 1076, PG. 24 \ / cc' A. Y / 1 / aslP ° SPA ��� RL - -- - - - - -, 13 23 I :. I TOP OF CURB EXISTING 20' A�SEMENT E -- —�— ELEV.= 533.53 SANITARY SEWER \ om — J TRAFFIC NAVD 88 D.B. I 1 1 1098, PG. 269 / CONTROL JT 21 14 14 9 1 1 D.B. 1890, PG. 143 (PLAT) • SUH \ " �� RIM =530.75 T / OX rri i 5 I ` -�- INV.= 522.35 / / - - -- --- - -� - -� \ I EXISTING 15' CENTRAL TELE. CO. LA SEM T • ' ASPHALT a "s(ACSA) \ \ T D.B. 1135, PG. 60 & 66 / / EXISTING C/L OF 1B' VA. AFFIC TELE. & TGPH. CO. SMT. C NTROL D.B. 530, PG. 2,1 B TRAF C PIN (S) I s e 13 N 5 11' " W FIBER-OPTIC / CONT oL N 41'15'31" W 141.25 PIN( 83' eox 12 EXISTING 15' N.1 / sMH 11 CENTEL EA SEMEN T \ EXISTING C/L OF 10' VA. SEWER EASEMEN ° / INV =522.68 J O��E TEL E. &TGPH. CO. ESMT. I O $ ��6 B. 1132, PG. 1 20 PG 709 D.B. 460, PG. 47 ag e 7 o'�O (H.P.B. Xl, PG. 1 4);" EX ISTING 1 615, / I ti o 0 1 0 1 .B. 1138, PG. 4 7 -4' ,� 1 A) 0 � 12 S (ACS 1 i 13 9 ��E 2 - I ASPHALT I a "S(ACSA) VNV` S C ' 1 87 VDOT �$ a S7p58 INV.° 520.7 V IRAFFI i N 32 ' 0 5'08" TRAF 5.24' � FIC W CONTR L SAM Box � � N 31'31'0 ( FlELD) SIGNAL LE W 5.20'(PLAT) EXISTING 15' CENTEL EASEMENT 1 RCSQ RIM= 527.83 5j929 TC BOX '(PL 105, RW -20 1 sroi( iNV = Tc (VDOT PROJECT 4250 -002- WHITE P/S - +- "- • 6w(ACSq) � SIGNAL POLE 18" RCP F.Es 1 CONCRETE SIDEWALK STMH ONG�i 16 "W APPROX. LOC. (PLANS) D.l. RIM= 530.99 INV. = 525.29 RIM= 517.17 /NV= 512.39 ASPHALT r ¢^ n U SOL /D WHITE P/S CONCRETE SIDEWALK ® 15 " RCP 1 ASPHALT SOLID WHITE P /•g ASPHALT 1 ° h DASHED WH /TE P/S i9 /CyMO/1/p ROAD _ ST A TE X90 ASPHALT N ( o ASPHALT 250 (VARIABLE WIDTH PUBLIC R/W SOLID YELLOW PIS (VDOT PROJECT: 0250-002-105 ) (D.B. 1132, PG RW - 201) STMH 109; D.B. 11366 PG. 20 10 0 20 40 353 + GRASS /BLAND /NV= =5247 SIGN (S•H.P.B. XI, PG. 104 ) E � Scale in Feet 1 inch = 20 ft. INV =52217 I I �� WRONG WAY ) , ` ASPHALT ki 0 D O°' 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By ZL Mark Date By 0 Mark Date By [L 0 C Q - O CV O � � C C O � LS C C N Ln !F -'�L Z 2 O Ln p O a p � 6 r` o C-) O L0 c� Ln 0 0 STORE #3187 FSU S06 1626 Richmond Rd. Charlottesville (Albemarle Co.) Vir in is SHEET TITLE UTILITIES PLAN DWG EDITION 05.9 REVISION 1 Job No. : 22100 Store : 03187 Date :7/5/13 Drawn By : H &D Checked By JGD Sheet i It 0 O 0 M CD N 00 CD O r M L 0 4) "J .B / s 3 C \ WOODED AREA �sPygtr - LOT 1 PLAT SHOWING �N SUBDIVISION OF Asp °pEO \ TMP 78 -55A INV. ( 538 sMH qR� \ sy000EO APf MARTHA JEFFERSON HOSPITAL EAST zs RIM= 543.55 ' \ _ , MEDICAL OFFICE BUILDINGS T.B.M. l \ INV 38.08 1� -5 � 85 10 \ I \ _ e I D.B. 2503, PG. 73 -76 (PLAT) TOP OF CURB ELEV.= 553.58 NOW OR FORMERLY NAVD 88 THE MARKET PLACE OF VIRGINIA LC D.B. 3120, PG. 408 I _ _ PA OD . 07800- 00- 00 -055A8 EXISTING C/L OF 20' i I I - — _ _ WATER LINE EASEMENT D.B. 1076, PG. 24 PIN(F) - - \ LOT D I - PLAT SHOWING SUBDIVISION FOR EXISPNG 30' \ I I � 0` -. °e. lN(F) IN ESS TAX MAP 78 PARCEL 55A4 SS EASEMENT O _ _ D.B. 2503 , &EGREE 7 _ _ 7 3 - 6 \ THE LUXOR LLC PROPERTY AND _ \ R/W DEDICATION FOR TMP 78F -1 -A NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY N TREES SHRUBS TELEPHONE i � i \ D.B. 3683, PG. 570 -572 (PLAT) I PEDESTAL • ; / NOW OR FORMERLY \ LUXOR LLC \ I w D.B. 3687, PG. 302 N OA 'KALEIDOSCOPE' �,� CRATAEGUS VIRIDIS 'WINTER KING' � KALEIDOSCOPEABEA PARCEL ID: 07800- 00- 00 -055AD T I \ \ EPSEMEt� I � ` Q 1 - - - - - - - - - - - - - - CESS 1Z3 � � � ' I � 1 � �' : ' WINTER KING HAWTHORN \ C � P� X22' ti o N I \ I /1 BERBERIS THUNBERGII 15�NG 1 X528 PC• P� Pik _ m I �� lj • ; : ::. 'HELMOND PILLAR' 0 ' MAGNOLIA GRANDIFLORA 'LITTLE GEM' 1 LITTLE GEM MAGNOLIA r CARYOPTERIS CLANODENSIS I 'SAPPHIRE SURF' p EUONYMUS JAPONICUS 'GREENSPIRE' I NYSSA SYLVATICA 'WILDFIRE' EUOUNYMUS GREENSPIRE BLACK GUM WILDFIRE I qP + • ' ' 1 © HYPERICUM 'RED STAR' I 1 ti RED STAR HYPERICUM 4 " LA • PURPLE CHASTE TREE WATER VALVE INV. - 532.63- 1 I SMH VITEX AGNUS- CASTUS WATER VALVE RlM -5 33 i 1 1 - U INV =532x29 ; NANDINA DOMESTICA 'MURASAKI' FLIRT NANDINA N \ 1 I O � � ZELKOVA SERRATA OSMANTHUS HETEROPHYLLUS \ / / 'GREEN VASE' ' GOSHIKI' EXISTING C/L OF 20,-- 0' / \ \ / GOSHIKI FALSE HOLLY WATER LINE EASEMENT \ D.B. 1076, PG. 24 \ GROUND COVER PERENNIALS m HEMEROCALLIS DAYLILY 1 1 0 LIRIOPE MUSCARI 'PEEDEE INGOT' PEEDEE INGOT LIRIOPE 'r "! ENTRY / I EXISTING VARIABLE WIDTH / \ \� ' . / ��• ENTRY / I TMP 78 -55D ACCESS EASEMENT / \ � PLAT SHOWING SUBDIVISION FOR o B. 3683, PG. 570 -572 \ 1� tioel .� TAX MAP 78 PARCEL 55A4 I \ `' DRIVE • I LOT 1 1 \ TNRU PLAT SHOWING THE LUXOR, LLC PROPERTY AND sH RIM= 533.67 \ r ------- - - - - - � R/W DEDICATION FOR TMP 78F -1 -A \� i INV= =530.49 \ SUBDIVISION OF PLAYGROUND D.B. 3683, PG. 570 -572 (PLAT) ' TMP 78 -55A NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY 1 \ \ \ I MARTHA JEFFERSON HOSPITAL EAST MEDICAL OFFICE 1 f BUILDINGS ° Pic 4 1 BUILDING I L D I N G A 8 3 5 G S F � NOW OR FORMERLY \ _ \ \ NOW OR FORMERLY LUXOR OFFICE PARK LLC D.B. 2503, PG. 7376 (PLAT) ' L____________J D.B. 3833, PG. 022 116 S EATS PARCEL ID: 07800- 00- 00 -055D0 1 sT "'" \ \ 6 4 PARKS THE MARKET PLACE OF VIRGINIA LC \ RIM= 533.65 y� \ • D.B. 3120, PG. 408 INV= 530.39 \ \ 2 0 STACKS - - - - -i METER_ !!!� ___ PARCEL ID: 07800- 00- 00 -055A8 \ r - i SERVICE M y \ L YARD T.B.M. \ CHISELED ❑ i z o \ O �J E XISTING �► �' \ ' .. TING VARI ELEV.= 533.63 ABLE WI RIM- NAVD 88 \ c' O ?? 'fir \ �, I SANITARY SEWER PFAS M D.B. 1096, 530.82 \ / INV= =9924.64 EXISTING C/L OF 20' \ �� `"iO� WATER LINE EASEMENT 24 D.B. G. / / c'c���' �Ml' � \ L 1076, P .— - 1 A.C.S.A. vN -- -- - -- - i� TOP CURB EXISTING 20 _ o EASEMENT / / \ TRAFFIC y T 1 NAVD 88 3.53 SANID -B- SE 98, PG. 269 1 D.B. 1890, PG. 143 (PLAT) SMH / CONTROL � , - � �� RIM= 530.75 / \ OX T INV.= 522.35 SIGN EXISTING 15' CENTRAL TELE. CO. EASEM T: • ' / 6 ^s(gcsA) ! / EXISTING C/L OF 1B' VA. \ FFIC T I D.B. 1135, PG. 60 & 66 1 — TELE. & TGPH. CO. &SMT NTROL PIN (S) I 1 - FIBER -OPTIC / D.B. 530, PG, 29 B CONI OL ""I MARK eox EXISTING 15' SEMEN T N SMH \ EXISTING C/L OF VA 10' . CENTEL EASEMEN I RIM= 527.80 O TELE. & TGPH. CO. ESMT. O E� B. 1132, PG. 1 9: NG 20, SEW P� yp9 � / / INV= =52268 ti �0 D.B. 460, PG. 47 I ,�g��` 1o '��`p ( H.P.B. X1 PG. 1 4);" I B' 1� 12 S (ACS A) B. 1138, PG. 4 O ASPHALT I 6 ^S(gCSA) S � S.C.O. 521.8 S.C.O. NV•- 52 0.7��- RA TRAM 1� a II '/ 16 "DI hCSA� TRAMC BOX R L //�� N S ET 1 MENT CENTEL RIM =527. 63 _ 9 29 TC BOXL SIGNAL LE EXISTING 15' 1 6 ^DI( ACSA)_ �• 10 RW_201) SCALE: 1 0250- 002 - �•�" = ;"W(ACSA) IfJ� _51 �" TC sicNAL POLE (VDOT PROJECT. WHirE P/S 18" RCP E .S. s� .76 18" RCP CONCRETE SIDEWALK C ONG STMH RIM = 530.99 WAY 16^W APPROX. LOC. (PLANS) INV. = 525.29 � ASPHALT ¢^ rn ` a te , SOLID WH /TE P /,s E CONC R E T E S IDEWALK ASPHALT Fn n SOLID WH /TE P /,q ASPHAI7- NOTE: DASHED WH /TE PIS THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING ro! �� /CH�yONp ASPHALT UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ROAD - STA TE iq ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO ASPHALT LT —! ��^ MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. (VARIABLE WIDTH PUBLIC R /W) 50 SOLID YELLOW PIS (VDOT PROJECT: 0250 - 002 -105, RW_201 BEFORE DIGGING CONTACT "MISS UTILITY" AT 811 STMH (D.B. 1132 PG' 109; D.B. 1136, PG. 353) GRASS ISLAND RIM= 526.07 (S. H. P. B. XI PG 1 , . 04 ) INV =521.47 I I U SIGN INV =52217 h WRONG WAY ASPHALT \ II Iu D./. RIM= 517.17 INV= 512.39 15" RCP 20 10 0 20 40 Scale in Feet 1 inch = 20 ft. t7 O°' 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By ZL or Date By 0 Mark Date By IL L U � a O � z � 0 T Q Lj_ - O CV O � � C o zT C C N W 0 p � 6 O 0 r7 STORE #3187 FSU S06 1626 Richmond Rd. Charlottesville (Albemarle Co.) Virginia SHEET TITLE LANDSCAPE PLAN DWG EDITION 05.9 REVISION 1 Job No. : 22100 Store : 03187 Date : 7/5/13 Drawn By : H &D Checked By JGD Sheet LS 0 0 i0 L 99' -4" N ' Q N i I I I I I I I I I I I I I I I I I I I L_ I I II O O II I II � IIII II � IIII II � IIII II � IIII I I L( L - - - -- F I I HER45 �bbbzi II O O I I Lagn3H I I I I I I L I L –J WALL 102 E -- - -JO - - 1 —1 _V YOUR PERATOR TALL T 2X2 SIG DINING B Q 102 m o G, O O St'd] H \ \ \ \ D � PLAYGROUND RULE I I PLAYGROUND 120 I 1 I � 1 CI I STEEL WALL BY CHI LOW WALL - - -- - - - - -- - - - - -- El 8Z10E91M El 0 O O HER45 ® O O o T T o HER45 �bbbZl INING - 101 LasbaHH O O O M OO L --------------- -- DINING C 1aS4213H 103 � � be O O JL JL JL JL Ll L Ll ] 6 SbL'3H 09213H 092HH Z ZZNIH O DS CLOSET \ 112 \ I I I 0 I I I I I I MEN'S RR .1 , 110 I I I O _T=_ RESTROOM VESTIBULE 109 O 1 /A2.2 D J q �TL 0 ]O O - ---- - - - - -- I I OFFICE 0 I i �— -- i - - - -- 115 1 114 O� Lr -II - �\ V -- - - - - -- �� �1 �� SERVICE YARD II F LOW WALL I I I i _ IIII MESSAGE II ENTRY A `' HOLDER BY II 105 CHI II II II � II I ON � / II II BRAND ICON, II II \ FRAME II I A \ I I ill II II ONE -SIDED II II II II \ 1 `SEE 6/A4.1 II -LEFT 5' -9" - I� 5' -7" II \ (V ORDER I IG 07 106 NEWSPAPER 7' -6" 2' -6" 7' -6" 2' -6" OUR FF F I I BIN COMMUNITY --------------------------- - - - - -- gm m,lu� III L I OUR STORY DINING D ° 11W3 1 0"t (VERTICAL) 104 DEX CONCRETE L JL J -� L � �� J DINING TABLE O nl O DRIVE —THRU 0 M o NATIONAL 108 SERVING CAMPAIGN II L —1 107 cow II II Lasb�3H I i ATERING CERTIFICATE O O O LE O R GHITE HOLDER / I � i F - - 3' -0" 3' -7" I O' -4" / 22' -5" I �I O 7 1 L I T I � yI--- �� - - - S433H BRAND ICO III - H I II I r 11 1 1 T440 -SIDED _j ab�bz� O II II II � 00 4'-7" OSb 3H COWS IN THE COMMUNITY L dk _1L F -1 F OZ?]H I sba3H COOLER 116 I I I I_ I I ` F z� III I I k - ' a ?z I I1 I �I ILO O� WOMEN'S RR - -�'�� ❑b81 O10II KITCHEN 113 II O 0� 7 � J - - - CC FF�-� I I I 11 II UI 1111 II I I II 1011111 III I Illllllll II IIII i � / II F' AT L_ _j 0 n � - � � ELECTRICAL O 11 �� O� a a��� o a e,��JI ROOM 1 - - -- = u r __ C - L 1 117 11 �O - -JL L- 0 L J DS II ME NICAL ROOM 118 \ I I FLOOR PLAN 1/4"=V-0" TRUE NORTH PROJECT NORTH I � II \ II I I I I I I II II II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J q �TL 0 ]O O - ---- - - - - -- 0 L J DS II ME NICAL ROOM 118 \ I I FLOOR PLAN 1/4"=V-0" TRUE NORTH PROJECT NORTH I � II \ II I I I I I I II II II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ----------------- - - - -�� ----------------- - - - - - J L J U6 5. GENERAL NOTES: I. DIMENSIONS APE FPOM THE FACE OF STUD TO FACE OF STUD (UNLESS PROVIDE 3 1/2° SOUND ATTENUATION WITH FLAME SPREAD INDEX OF NOT OTNEPWISE NOTED). MOPE THAN 25 AND SMOKE - DEVELOPED INDEX OF NOT MOPE THAN 450 IN PESTPOOM PEPIMETEP AND PESTPOOM VESTIBULE WALLS, UNLESS NOTED 2. ALL EXTEPIOP WALLS APE 2X6 WOOD STUDS WITH PPESSUPE TREATED OTHEPWISE.. SOLE PLATES (UNLESS OTNEPWISE NOTED) 1 CONTPACTOP TO COOPDINATE LOCATION OF POLE MOUNTED EXTEPIOP 3. PROVIDE 5Y2" HIGH CONCRETE MILLWOPK CUPBS BY THE GENEPAL SECUPITY CAMEPA WITH STPONG SYSTEMS AND INSTALL UNDEPGPOUND CONTPACTOP (PE: CLAYTON FIXTURE SHOP DRAWINGS FOP EXACT CONDUIT AS PEOUIPED. PE: ELECTRICAL, LOCATIONS E DIMENSIONS). AT SHEAF WALL LOCATIONS ONLY, USE 1/2" DUPAPOCK ON INTEPIOP 4 • PEFEP TO INTEPIOP ELEVATIONS FOP BLOCKING WITHIN WALLS FOP 3 ' FACE OF STUD E FIFE PETAPDANT TREATED SHEATHING ON EXTEPIOP SHELVING, BPACKETS, GPOUNDS, FIXTUPES, ETC, FACE OF WALL. PE STPUCTUPAL 5. ALL FASTENERS, ANCHORS, CLIPS, STRAPS E ETC. WHICH APE IN 4 CONTACT WITH COPPER BASED TREATED WOOD AND APE LESS THAN 3/8" THICK SHALL BE 6185 COATED GALVANIZED, STAINLESS STEEL OP AN APPROVED EQUAL. 6. NON - COMBUSTIBLE CONSTPUCTION SHALL CONSIST OF 6" OP 8" METAL STUDS (COOPDINATE GAUGE W/ STPUCTUPAL W/ 1/2" DUPAPOCK ON EACH SIDE FOR FIFE DATING. NON- COMBUSTIBULE BLOCKING AND CONSTPUCTION SHALL BE USED WITHIN 18 ", BEHIND E UNDEP ALL HOODS, PE: GENEPAL NOTE 4*12 7. PROVIDE 6" KPAFT FACED FIBEPGLASS (P -19) BATT INSULATION WITH FLAME SPREAD INDEX OF NOT MOPE THAN 25 AND SMOKE - DEVELOPED INDEX OF NOT MOPE THAN 450 AT ALL EXTEPIOP WALLS UP TO POOF DECK. AT HOOD LOCATIONS ONLY, FOIL FACED SHALL BE USED IN LIEU OF KPAFT FACED. INSULATION SHALL BE INSTALLED ON WAPM SIDE OF WALL, TYP, S. PEFEP TO CIVIL DRAWINGS FOP LOCATIONS OF WALKS, BOLLAPDS, LANDSCAPING APEAS, FLAG POLE, ETC, 9. REFER TO INTEPIOP ELEVATIONS FOP LOCATIONS AND TYPES OF COPNEP GUAPDS. O o D 0000 o D 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By 0 Mark Date By 0 Seal \ 4 BIG RED ROOSTER 398 S. Mill Avenue Suite 201 Tempe, AZ 85281 480 626 6304 tel www.bigredrooster.com STORE PANTOPS FSU 1626 RICHMOND RD. CHARLOTTESVILLE, VA SHEET TITLE FLOOR PLAN VERSION: S08 V9 ISSUE DATE:08.06.13 Job O. Stare Date Drawn By : -- Checked By: -- Sheet AA _ -------------------- 11 J q �TL 0 ]O O FREEZER OFFICE 0 I i �— -- i - - - -- 115 1 114 O� Lr -II - �\ F I - -- �� �1 �� SERVICE YARD i _ IIII 1 II A 119 I f O I O O O- -- -1 II I A O O ir 0 0 DS L---- - - - - -J L---- - - - - -J L---- - - - - -J DS 2 /A2.2 ----------------- - - - -�� ----------------- - - - - - J L J U6 5. GENERAL NOTES: I. DIMENSIONS APE FPOM THE FACE OF STUD TO FACE OF STUD (UNLESS PROVIDE 3 1/2° SOUND ATTENUATION WITH FLAME SPREAD INDEX OF NOT OTNEPWISE NOTED). MOPE THAN 25 AND SMOKE - DEVELOPED INDEX OF NOT MOPE THAN 450 IN PESTPOOM PEPIMETEP AND PESTPOOM VESTIBULE WALLS, UNLESS NOTED 2. ALL EXTEPIOP WALLS APE 2X6 WOOD STUDS WITH PPESSUPE TREATED OTHEPWISE.. SOLE PLATES (UNLESS OTNEPWISE NOTED) 1 CONTPACTOP TO COOPDINATE LOCATION OF POLE MOUNTED EXTEPIOP 3. PROVIDE 5Y2" HIGH CONCRETE MILLWOPK CUPBS BY THE GENEPAL SECUPITY CAMEPA WITH STPONG SYSTEMS AND INSTALL UNDEPGPOUND CONTPACTOP (PE: CLAYTON FIXTURE SHOP DRAWINGS FOP EXACT CONDUIT AS PEOUIPED. PE: ELECTRICAL, LOCATIONS E DIMENSIONS). AT SHEAF WALL LOCATIONS ONLY, USE 1/2" DUPAPOCK ON INTEPIOP 4 • PEFEP TO INTEPIOP ELEVATIONS FOP BLOCKING WITHIN WALLS FOP 3 ' FACE OF STUD E FIFE PETAPDANT TREATED SHEATHING ON EXTEPIOP SHELVING, BPACKETS, GPOUNDS, FIXTUPES, ETC, FACE OF WALL. PE STPUCTUPAL 5. ALL FASTENERS, ANCHORS, CLIPS, STRAPS E ETC. WHICH APE IN 4 CONTACT WITH COPPER BASED TREATED WOOD AND APE LESS THAN 3/8" THICK SHALL BE 6185 COATED GALVANIZED, STAINLESS STEEL OP AN APPROVED EQUAL. 6. NON - COMBUSTIBLE CONSTPUCTION SHALL CONSIST OF 6" OP 8" METAL STUDS (COOPDINATE GAUGE W/ STPUCTUPAL W/ 1/2" DUPAPOCK ON EACH SIDE FOR FIFE DATING. NON- COMBUSTIBULE BLOCKING AND CONSTPUCTION SHALL BE USED WITHIN 18 ", BEHIND E UNDEP ALL HOODS, PE: GENEPAL NOTE 4*12 7. PROVIDE 6" KPAFT FACED FIBEPGLASS (P -19) BATT INSULATION WITH FLAME SPREAD INDEX OF NOT MOPE THAN 25 AND SMOKE - DEVELOPED INDEX OF NOT MOPE THAN 450 AT ALL EXTEPIOP WALLS UP TO POOF DECK. AT HOOD LOCATIONS ONLY, FOIL FACED SHALL BE USED IN LIEU OF KPAFT FACED. INSULATION SHALL BE INSTALLED ON WAPM SIDE OF WALL, TYP, S. PEFEP TO CIVIL DRAWINGS FOP LOCATIONS OF WALKS, BOLLAPDS, LANDSCAPING APEAS, FLAG POLE, ETC, 9. REFER TO INTEPIOP ELEVATIONS FOP LOCATIONS AND TYPES OF COPNEP GUAPDS. O o D 0000 o D 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By 0 Mark Date By 0 Seal \ 4 BIG RED ROOSTER 398 S. Mill Avenue Suite 201 Tempe, AZ 85281 480 626 6304 tel www.bigredrooster.com STORE PANTOPS FSU 1626 RICHMOND RD. CHARLOTTESVILLE, VA SHEET TITLE FLOOR PLAN VERSION: S08 V9 ISSUE DATE:08.06.13 Job O. Stare Date Drawn By : -- Checked By: -- Sheet AA _ -------------------- 11 EXTERIOR FINISH SCHEDULE KNEAD EXTERIOR BRICK BR -1 BELDEN, WARM GRAY 3 COLOR BLEND MAYO BLEND, MODULAR SIZE a� BRICK PARAPET CAP BR-2 BELDEN, DARK WARM GREY 0 z TBD, MODULAR SIZE EC -1 PARAPET WALL COPING Z�c'> TBD GL -21 STOREFRONT GLASS AGC, STOREFRONT GLASS LU J CLEAR, 1" INSULATING GLASS GL -22 STOREFRONT GLASS - FROSTED AGC, STOREFRONT GLASS W Z J W FROSTED, 1" INSULATING GLASS H W H W GREEN SCREEN GS -1 GREEN SCREEN, WALL HUNG TRELLIS PANEL MATTE BLACK, 7' -6 "W X 4' -10 "H, X 2" THICK N LLI EXTERIOR PAINT FOR ARCHITECTURAL METAL SUMTER COATINGS, FLAT COATING FOR EXTERIOR STEEL ED 885N3879/MATTE BLACK (STAIN SHIELD ENAMEL). NOTE: PAINT CAN BE CUT UP TO 15% WITH MINERAL SPIRITS FOR SPRAYING OR UP TO 4% FOR BRUSH ON APPLICATIONS. CONTACT NATIONAL ACCOUNT REPRESENTATIVE FOR ADDITIONAL INFORMATION. EXTERIOR PAINT FOR UTILITY METAL T -22 Ei) SHERWIN WILLIAMS, PRO INDUSTRIAL MULTI - SURFACE ACRYLIC COATING #SW2827 COLONIAL REVIVAL STONE, MUST BE USED WITH PRO INDUSTRIAL PRO -CRYL UNIVERSAL PRIMER ALUMINUM STOREFRONT ST -1 KAWNEER, THERMALLY BROKEN THIN PROFILE STOREFRONT WITH CENTER SET GLASS TRIFAB VERSA GLAZE 451T /BLACK ANNODIZED #29,2" X 4 -1/2" ALUMINUM BRISE SOLEIL ST KAWNEER, SQUARE BRISE SOLEIL SYSTEM -2 ED VERSOLEIL SUNSHADE /BLACK ANODIZED #29,18" PROJECTION X 5 "THICK STANDARD SQUARE OUTRIGGER WITH RECTANGULAR FASCIA AND PLANAR BLADES INTERIOR LIGHT SHELF ST-3 KAWNEER, ALUMINUM INTERIOR LIGHT SHELF INLIGHTEN LIGHT SHELF /REYNOBOND ACM BONE WHITE, 18" PROJECTION X 4MM THICK EXTERIOR WOOD WD -21 RESYSTA, DECKING PLANKS C09 /DARK BURMA, 5 -1/2 "W X 12'L X 1 "THICK SCALE: 1/4" = 1' -0" 22' -8" TOP OF BRICK TOP O TOP OF BRICK BR -1 PT -21 PLAN / SECTION tt5105 STEEL EDGE TRIM REO'D o VERTICAL PANEL EDGES, TYP. rr� - / STAINLESS STEEL A �V THRU -BOLT 02 TEK SCREW, JX A TYP. 3" SO, STEEL POST 3" THICK GREENSCREEN• • 1:r5141 "C" CLIP W/ PANEL, TYP, STAINLESS STEEL TEK SCREW OR TN2U BOLT ADDITIONAL PANEL WIHERE X5139 POST CAP OCCURS, TYP. WIND (2) X5136.25 SPACERS - 1/4" THICK X 1 1/2" DIAMETER j r BLACK UNMW PLASTIC, TYP. I � STAINLESS STEEL THRU -BOLT OR TEK SCREW, - - - - -- TYP, - - -L I I X5142 SPACER - 1/2" X 2 5/8° j X 1 3/4 BLACK UNMW 2" TYP. I _�__ PLASTIC, TYP. IN 4 I I 4:�5105 STEEL EDGE TRIM REO'D @ VERTICAL PANEL EDGES, TYP, X5104 OR X5105 EDGE TRIM OPTIONAL @ TOP 3" SO. STEEL POST OR PANEL EDGE, TYP. LARGER ELEVATION O 0 z z U Q O #5141 "C" CLIP - POST MOUNTED C3 SCALE: 3 "= 1' -0" NORTHWEST ELEVATION G J SCALE: 1/4" = 1' -0" O - 1 LLI�ILU1Hl -11) I��I -LI UEITIl11 1 z TT l--- -lull llfi H Tl rtC I l rtl] I IHHHHIHHHHHH+I IIHHIHHHHIHHHIHI� I LU TF1TLIITDTITTL IIl]LIIEl LIIC[ =1ZIZq I1 tm � r� tE �ti Ed EEui�� Lb to E� tru :1 -- Y 1 - L 7 �- WINDOW ABOVE. SEE ELEVATION. 51458 GREEN SCREEN POST CLIP 3° THICK GREENSCREEN PANEL. 3X3 HISS THIRD PANEL OPTIONAL PER ELEVATION. FINISH GRADE, 0 WALL MOUNTED GREEN SCEEN FENCE SCALE: 1/2" = 1' -0" BR -1 BR -1 k °o < DD D DD D BR -1 EC -1 BR-2 3/A2.1 EC -1 BR-2 EC -1 BR-2 BR -1 BR -1 PT -21 KNEAD = �- i a� :�i cD 0 z � - Z�c'> Oo p� LU J J � Q �-- W Z J W H W H W Z N LLI OZ P OO /V OCK/ ILL TT E IS 0 1 -0 1, (2) X5136.25 SPACERS - 1/4" THICK X 1 1/2" DIAMETER j r BLACK UNMW PLASTIC, TYP. I � STAINLESS STEEL THRU -BOLT OR TEK SCREW, - - - - -- TYP, - - -L I I X5142 SPACER - 1/2" X 2 5/8° j X 1 3/4 BLACK UNMW 2" TYP. I _�__ PLASTIC, TYP. IN 4 I I 4:�5105 STEEL EDGE TRIM REO'D @ VERTICAL PANEL EDGES, TYP, X5104 OR X5105 EDGE TRIM OPTIONAL @ TOP 3" SO. STEEL POST OR PANEL EDGE, TYP. LARGER ELEVATION O 0 z z U Q O #5141 "C" CLIP - POST MOUNTED C3 SCALE: 3 "= 1' -0" NORTHWEST ELEVATION G J SCALE: 1/4" = 1' -0" O - 1 LLI�ILU1Hl -11) I��I -LI UEITIl11 1 z TT l--- -lull llfi H Tl rtC I l rtl] I IHHHHIHHHHHH+I IIHHIHHHHIHHHIHI� I LU TF1TLIITDTITTL IIl]LIIEl LIIC[ =1ZIZq I1 tm � r� tE �ti Ed EEui�� Lb to E� tru :1 -- Y 1 - L 7 �- WINDOW ABOVE. SEE ELEVATION. 51458 GREEN SCREEN POST CLIP 3° THICK GREENSCREEN PANEL. 3X3 HISS THIRD PANEL OPTIONAL PER ELEVATION. FINISH GRADE, 0 WALL MOUNTED GREEN SCEEN FENCE SCALE: 1/2" = 1' -0" BR -1 BR -1 k °o < DD D DD D BR -1 EC -1 BR-2 3/A2.1 EC -1 BR-2 EC -1 BR-2 BR -1 BR -1 PT -21 TYP :S TO START �TERIOR j 7 @, Q0 aft 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By A Mark Date By A Sea PAN" ,� 1 i�30F -f)l BIG RED ROOSTER 398 S. Mill Avenue Suite 201 Tempe, AZ 85281 480 626 6304 tel www.bigredrooster.com STORE PANTOPS FSU 1626 RICHMOND RD. CHARLOTTESVILLE, VA SHEET TITLE EXTERIOR ELEVATIONS - SOUTHEAST NORTHWEST VERSION: S08 V9 ISSUE DATE:08.06.13 Job DLO, Store Date Drawn By Checked By: -- Sheet A -2.1 SOUTHEAST ELEVATION TYP 1 �- i TYP :S TO START �TERIOR j 7 @, Q0 aft 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By A Mark Date By A Sea PAN" ,� 1 i�30F -f)l BIG RED ROOSTER 398 S. Mill Avenue Suite 201 Tempe, AZ 85281 480 626 6304 tel www.bigredrooster.com STORE PANTOPS FSU 1626 RICHMOND RD. CHARLOTTESVILLE, VA SHEET TITLE EXTERIOR ELEVATIONS - SOUTHEAST NORTHWEST VERSION: S08 V9 ISSUE DATE:08.06.13 Job DLO, Store Date Drawn By Checked By: -- Sheet A -2.1 SOUTHEAST ELEVATION TYP 1 EC -1 22' -8 °' T P� B21 K �� B R( 2 1 EC -1 8' -8 TOP OF BRICK EC -1 TOP OF B21CK BR -2 _ B BR -1 BR -1 PT -21 - 7T -21 WINDOW - PT -21 SCALE: 1/4" = 1' -0" 22'-8" T P C�BR 11' -4" WIND�/V NERD O' -O" FINISHED. SOUTHWEST ELEVATION G ) SCALE: 1/4" = 1' -0" CAN BE USED WITH ANY SIZE POST, 2EOU12ES X5105 EDGE TRIM AT PANEL EDGES WITH CLIP. NOTE MOUNTING HOLE IN CLIP IS SIZED FOR MAXIMUM 3 � 8 " DIAMETE2 FASTENE2,Y4" DIAMETER FASTENER, TYP. A L L E11- 3" THICK G2EENSC2EEN- PANEL, TYP. X5141 "C" CLIP W/ EXPANSION ANCNO2 BY OTNE2S - MIN. 550 LBS. PULL OUT CLIPS SIZED FOR 3 /, S " MAXIMUM DIAMETER FASTENER, TYP. t�5105 STEEL EDGE TRIM AT VE2TICAL PANEL EDGES, WITH MOUNTING CLIPS TYP. o LJ° o T:t5142 SPACE2 Y2" X C0NC. 02 MASON2Y SLAB OR WALL 2 X 1 BLACK tt5136 SPACE2 -� X II DIA. UHMW PLASTIC, TYP. 2 V2 DIAMETER BLACK UHMW PLASTIC, TYP. #5141 "C" CLIP - SLAB MOUNTED ORDER POINT PT -22C BEYOND FULL PT -22C HEIGHT GREEN SCREEN SCALE: 3 "= 1' -0" EC -1 —T - -- I - - BR-2 - -- - - - - -- - -------- - - - --- - - - IN \v i • i ST -1 ST -2 GS -1 3A2.1 TYP EC -1 BR -2 EC -1 BR -2 BR -1 EC -1 PT -21 PT -21 PT -22C) PT -22C EXTERIOR FINISH SCHEDULE EC -1 EXTERIOR BRICK BR -1 BELDEN, WARM GRAY 3 COLOR BLEND T P OF B21CK B R -2 BRICK PARAPET CAP BR - 2 BELDEN, DARK WARM GREY TOP OF BRICK TBD, MODULAR SIZE EC -1 �� B R( 1 1 11' -4" WIND�/V NERD O' -O" FINISHED. SOUTHWEST ELEVATION G ) SCALE: 1/4" = 1' -0" CAN BE USED WITH ANY SIZE POST, 2EOU12ES X5105 EDGE TRIM AT PANEL EDGES WITH CLIP. NOTE MOUNTING HOLE IN CLIP IS SIZED FOR MAXIMUM 3 � 8 " DIAMETE2 FASTENE2,Y4" DIAMETER FASTENER, TYP. A L L E11- 3" THICK G2EENSC2EEN- PANEL, TYP. X5141 "C" CLIP W/ EXPANSION ANCNO2 BY OTNE2S - MIN. 550 LBS. PULL OUT CLIPS SIZED FOR 3 /, S " MAXIMUM DIAMETER FASTENER, TYP. t�5105 STEEL EDGE TRIM AT VE2TICAL PANEL EDGES, WITH MOUNTING CLIPS TYP. o LJ° o T:t5142 SPACE2 Y2" X C0NC. 02 MASON2Y SLAB OR WALL 2 X 1 BLACK tt5136 SPACE2 -� X II DIA. UHMW PLASTIC, TYP. 2 V2 DIAMETER BLACK UHMW PLASTIC, TYP. #5141 "C" CLIP - SLAB MOUNTED ORDER POINT PT -22C BEYOND FULL PT -22C HEIGHT GREEN SCREEN SCALE: 3 "= 1' -0" EC -1 —T - -- I - - BR-2 - -- - - - - -- - -------- - - - --- - - - IN \v i • i ST -1 ST -2 GS -1 3A2.1 TYP EC -1 BR -2 EC -1 BR -2 BR -1 EC -1 PT -21 PT -21 PT -22C) PT -22C EXTERIOR FINISH SCHEDULE EXTERIOR BRICK BR -1 BELDEN, WARM GRAY 3 COLOR BLEND MAYO BLEND, MODULAR SIZE BRICK PARAPET CAP BR - 2 BELDEN, DARK WARM GREY TBD, MODULAR SIZE EC -1 PARAPET WALL COPING TBD GL -21 STOREFRONT GLASS AGC, STOREFRONT GLASS CLEAR, 1" INSULATING GLASS GL -22 STOREFRONT GLASS - FROSTED AGC, STOREFRONT GLASS FROSTED, 1" INSULATING GLASS GREEN SCREEN GS -1 GREEN SCREEN, WALL HUNG TRELLIS PANEL MATTE BLACK, 7' -6 "W X 4' -10 "H, X 2" THICK EXTERIOR PAINT FOR ARCHITECTURAL METAL SUMTER COATINGS, FLAT COATING FOR EXTERIOR STEEL PT -21 885N3879/MATTE BLACK (STAIN SHIELD ENAMEL). NOTE: PAINT CAN BE CUT UP TO 15% WITH MINERAL SPIRITS FOR SPRAYING OR UP TO 4% FOR BRUSH ON APPLICATIONS. CONTACT NATIONAL ACCOUNT REPRESENTATIVE FOR ADDITIONAL INFORMATION. EXTERIOR PAINT FOR UTILITY METAL T -22 SHERWIN WILLIAMS, PRO INDUSTRIAL MULTI - SURFACE ACRYLIC COATING #SW2827 COLONIAL REVIVAL STONE, MUST BE USED WITH PRO INDUSTRIAL PRO -CRYL UNIVERSAL PRIMER ALUMINUM STOREFRONT ST -1 KAWNEER, THERMALLY BROKEN THIN PROFILE STOREFRONT WITH CENTER SET GLASS TRIFAB VERSA GLAZE 451T /BLACK ANNODIZED #29,2" X 4 -1/2" ALUMINUM BRISE SOLEIL ST KAWNEER, SQUARE BRISE SOLEIL SYSTEM -2 VERSOLEIL SUNSHADE /BLACK ANODIZED #29,18" PROJECTION X 5 "THICK STANDARD SQUARE OUTRIGGER WITH RECTANGULAR FASCIA AND PLANAR BLADES INTERIOR LIGHT SHELF ST -3 KAWNEER, ALUMINUM INTERIOR LIGHT SHELF INLIGHTEN LIGHT SHELF /REYNOBOND ACM BONE WHITE, 18" PROJECTION X 4MM THICK EXTERIOR WOOD WD -21 RESYSTA, DECKING PLANKS C09 /DARK BURMA, 5 -1/2 "W X 12'L X 1 "THICK o D 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 revisions: Mark Date By 0 Mark Date By 0 Mark Date By 0 Seal BIG RED ROOSTER 398 S. Mill Avenue Suite 201 Tempe, A7 85281 480 626 6304 tel www.bigredrooster.com STORE PANTOPS FSU 1626 RICHMOND RD. CHARLOTTESVILLE, VA SHEET TITLE EXTERIOR ELEVATIONS - NORTHEAST & SOUTHWEST VERSION: S08 V9 I SSUE DATE:08.06.13 Job DLO, Store Date Drawn By : -- Checked By: -- Sheet A -2.2 S08 V9 Building A I Exterior Elevations 22-8" HIGH PARAPET 19' -4" MIDDLE PARAPET 16' -4" LOW PARAPET * 22' -8" HIGH PARAPET 19' -4" MIDDLE PARAPET 16'-4" LOW PARAPET r � r r M I■ I ■ ■ ■I ■■ ■■ ■■ ■■ ■Is t ■■ ■■ ■■ ■■ ■r ON ■■ Elm ■Ia� 4 ■■ ■■ ■■ y Pantops FSU, Charlottesville, VA - Store #03187 .................................................................................................................................................... ............................................