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HomeMy WebLinkAboutARB201300090 Plan - OtherSHEET 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 SITE STATISTICS: ADDRESS: ZONING DISTRICT: TAX MAP NUMBER: OVERLAY DISTRICT: CURRENT USE OF SITE: PROPOSED USE OF SITE: SITE AREA (CURRENT): SITE AREA (PROPOSED): 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: C.0 M M N O M r O N 00 00 W 0 0 O U c co CL a) I m 20 CD 0 N N 0 O N N 0) L D 0 Q� 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. 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. 63 61 3 (1 +2 VAN ACCESSIBLE) 64 1 PRELIMINARY SITE DEVELOPMENT PLAN OF %040 'am • STORE #03187 AT 1626 RICHMOND ROAD CHARLOTTESVILLE, VIRGINIA 22901 (ALBEMARLE COUNTY, VA) SITE Qp %y 250 Q� 64 VICINITY MAP SCALE: 1. =2000' OWNER /DEVELOPER : NAME: CHICK - FIL -A, INC. ADDRESS: 5200 BUFFINGTON ROAD 24 RCP ATLANTA, GA. 30349 CONTACT: MATTHEW STELLMAKER PHONE: (404) 684 -8654 FAX: (404) 765 -8954 EMAIL: MATTHEW.STELLMAKER @CHICK - FIL -A.COM 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 EXISTING 0 0 ❑ a 0 to 9 x c O El MON(F) (FOUND) octy oe or ohe /t ohVc ohetc 0 PIN(F) (FOUND) 0�� ;�� S.C.O. PROPOSED 0_ 0 .............. 10 9 _x — — o — t OPEN MON(S) (SET) -- OCTV -- - -0E -- - -OT -- -- OE /T -- --OT/C-- -- OE /T /C -- PlN(S) (SET) LEGEND x - G14.5 TC14.50 ,kh x x FL14.00 24 RCP - mgt ht R NOTE : ASPHALT PAVEMENT BUILDINGS CATCH BASINS, CURB INLETS CONCRETE 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 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. PLAN APPROVAL CTV age E -----ufo FO mgt -T- 4. NOTE : ASPHALT PAVEMENT BUILDINGS CATCH BASINS, CURB INLETS CONCRETE 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 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. PLAN APPROVAL i` ti N 0 _M 0 N 00 00 d 0 r U C co CL �I CIO Of i 0 0 N N 'o o _ N N L 0 0 Li V • 1" h N Ooh) CONCR�E S/D qL� w G .50 X11 OB -1 83 '?1114,1,- 0k �G hg �G k b' 11 �ysrs \ \ \WOODED AREA \ \ h \ a ASPygG7 �G kk• \ \ Ok1 \ \ \\ \ \ \ 1-1 \ \ \ \ 000 h �+ \ \ \ \ + 0 k� I 1 I k�10 yk�' — \ \ \ \ \ \ \ \ \ \ \ \ sss� �5 LOT 1 h k1° \� \ \ F� - - \ \ \ \ \ \�• \ \ \ \ \ 5�, ro6� PLAT SHOWING +� SUBDIVISION OF 4SPhq \ 544.1 \ \ CEO \ - - - - - - —559_ TMP 78 -55A /NV. SMH LT MG - - \ \ \ \ \ ARC - - - - \ - - Woo - IdIATF�A JEFFERSON HOSPITAL EAST k F k.3 1 53825 RIM= 54355 \ 1h / - \ \ - \ \ \ _ - - - - DED q - - REA - - UE*A1= OFFICE BUi6Dl GS 411 T.B.M. h 1 \ /NV� - /NV.. I kk' / \ - �ROP9SEQ RETAIN L1� - - - h _ \ \ \ \ $\ - - - o TOP OF CURB G 'c� 538.0 i� 8.85 h _ — — \ \ \ h — \ \ — 6� 21VJ _PG_�6'FP� 8 — \ \ \ — Q1 G h kOf � \ 65_�5� ` � / 5 \ \ �- \ \ � \ way d� \ \ - - \ - - - --NOW 6R FORM EM- ELEV.= 553.58 1 6 \ T �' 8° i �-\ \ �— -- — — -- -- rtGrohk�ro o k1� 43? 58 hk STUB hhh / / \ \ - - - \ \ \ - - - - - - \ \ - - - - - - THE- Me�eKET- PLA�E�fl V �GI�tIA�LC NAND 88 h'FGh k19 0 I 4327 hk / /WOODED AREA \\ — \\ — —_ -- \ h — -- -- C -- rC J.4 5- -D.B. 3-120 EXISTING C L OF 20' \ �43 2 hk 11 kh k$6i % / -_ \ -" - - - - �_ - - _- - - PARCELJD - 078G0- O0- -00c035A8 \ - _ _ 9 5- �e / k96 ) hO�Okh Iq �£ti5- Z1G / +� \50 - -\ — —� -- — H E AR - -- - -` - -` — =550 -- `= —_55� �Q1 WATER LINE EASEMENT 0. I E 4 - ° o - - D.B. 1076, PG. 24 h h \ hk k �.PINF) \ -- .0. �- \ �`_ - - -_ -�_\ \ - -- _- qG h -tiss Ogl1 �hh 46- hh \ •(G \ Q h�(�k 9 / � � / � J —� � � 545 � _ — — — � — 9ro S '3S`4 _ moo= 200.00'(Pbgf� - - _ - WOOO =o LOT D \ �G - hh hh9� k 9- 1�.s2lFlEtp� �- - - - - _ - - hk0 I / / C, \ PLAT SHOWING SUBDIVISION FOR 6k \ / o `' - - - - h - - - - - - \ / / 66 / EX /STING 30' TAX MAP 78 PARCEL 55A4 TC 540'07 \ h - -F >� \ \ \ \ / lh�Tyo / /N RESS & EGRESS EgSEMENT FL 539.57 �„ \ h / GRAVEL - - - - V 0ti' / \ k1' / L54&.744i- - - - G 6 D.B. 2503, PG. 73 -76 THE LUXOR, LLC PROPERTY AND o / - \ - - - ro \ \ \ \ rt R/W DEDICATION FOR TMP 78F -1 -A XTC 539.18 \ - GRAVEL -- &' \ \ \ \ qq ti 9 WOODED AREA \ 01 hk \ NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY TC 538.E hh / / I ^ ' TELEPHONE 41 49q 1 90o hh9 Oh9� \ k + \ \ \ \\ \\ \ \\ \ G yhl1 h \ D.B. 3683, PG. 570 -572 (PLAT) TC 538.42 � I PEDE�7AL T� h ^� _ _ _ 5� \ ko \ �\ I I k Icy KC p551.15 NOW OR FORMERLY FL 538 3 °s _ / s ° hh9 ��9b \ \ h \ I I I I I I I 6 :17: / \ D.B. 36878 PG. 302 �� \ \ I / 32.4' 29.4 hh�0�h \ �s 59ro\ \ \ I I I 5iO 4 ,hke `v'� I '� Cl) h AS�W IALT h� \ \ \ \ I \ I I G h�hhh0 Og,°'1 O h61 \ PARCEL ID: 07800- 00- 00 -055AD EST W ci 10 "' 2g 4' FA5�0 1 Q 6� 540 9, o A \ \ \ \ \ \ \ \ \ I FqG cjOh�jO �0p• 060 cGESS X23 o 5 95h hh hh4" \ �G 100 8, ?G. 122704 �c \ I o ��$� hh6 \ hya11 1 \ \ \\ \\ \ \ \ GV �kg1 152 301, PG \ 1 a I Oh9� o h \ \ \ \� \ \ \\ _ — - F 0.5. 550 \ 411 �-•\ \ I \ 0.7' °f` \ F� 0�1 y� \ Ohl �6 Jp \ \ I v 4� GRAVEL o.7, ', ro h h 6 \ \ \ \ \ cr \ .�G 0.7' Oh9 c Oy1 h49 � 01 - \ � h1 96 Q 'h1;h0 \ �• a \ Q 0 I C-4 m Oh0 �1 s3 \ y1 �G�1\ 19 \ \ +4 04,9 CONC• 1 ti A� \ PAD. m \ \ \ \ 4, 1 hh�6h h h hh LA dj6 0 k INV. - 2�3� LIGHT POLE \ •4 WATER VALVE 2 9 SMH W s� 1 2.3 0.7' y `- - Q - \ \ \ k0.1 T 5 WATER VALVE \ RIM= 5j ; -539 kh FL 0 RlM -53 .33 iG ry u vv= 53129 0 N EXI&ING Oy n \ \ \ \ \ Fah Oh�y��1 J STUB\ \5� �\ \ \ co A VEPCOL EMENT 9h1 0h gh6' 0$19 hh c �� �\ \ \ a z D.B. 475, fG. 70 BUILDING hhhl -, +h \ \ \ \ \ \ GRAVEL I �\ 7 0k IP/N ) \\ BOLLARDS METER ® 1 -BYOB (VACANT ❑ h��861 \ \\ \\ \ hk� \\ 1 1 \ 1 00 y / I BOLLARDS # 1 626 EXISTING C/L OF 20' - h hh1 h 0.7' h + \ \ WATER LINE EASEMENT hh11 h 0 1�h / I 0.7 ' 1 \ \ \ \ D.B. 1076, PG. 24 0 g 1 1 hhOhO 1 Oho tih rok I m o k6 Oh6 1 \ \ \ o1 hk9ry c � �hhhh rohro 4G h $ h 6 \ \ + o o O cmn 540. \ \ \ \ r� p + h / 4G h hti 6k gh Ohg. \ h 11 \' \ A n A M v 11 / Oh16� \ \ �� \ \ \ \ \ Oko �p �c 9 hh ' V h \ \ ) ks 9 k6 hh6 fro h 536.9 \ \ <33 1) Oh k0 11 h6 k 10 538--- - - - - -i LL O9 Oh 0500 Oh6 h h11k �, I ^�h61 \ \ \ 4G19 L�1 0 k1 hh \ r \ SII 1 ppi� 4, 6 h16 h / + \ 1\ S- \ 6 9 ��a 11. 9 845 19 0 v_ �f hk. 61 hh 66 h 539 04 hh h1 k. 0 k.1k 16 ,the �fc z� 9.5' Oh SIDEWALK 9� 39 0 38. 538,42 GOO h6 h W.P.F. - - h h1 ti CONCRETE SIDEW h ' ASPHALT GO h . h hhg• 9h 1 h6 k6 RgMP h EXISTING VARIABLE WIDTH hhk �/ 0� \� \�� hh6o CONCRETE SI ALK6hh hh Oh O�9h6 "A;11 0 9) / / ASpHALT ACCESS EASEMENT v TMP 78 -55D k , \ PLAT SHOWING SUBDIVISION FOR v .B. 3683, PG. 570 -572 �� \ 1 oe� � h9�; k \ hh // k hh1° / \\ bh 1 TAX MAP 78 PARCEL 55A4 A�s h1 �£y� 5 r5 10 \ h m h� \ \ 8£y� h h1° - - ±- - °1 ^ ^ �h LOT 1 vf�,\,�, / STMH h h �� 5� °' \ , h h - - PLAT SHOWING THE LUXOR, LLC PROPERTY AND h RIM= 53367 + ' AspHALT - - - - 1O� h SUBDIVISION OF R/W DEDICATION FOR TMP 78F -1 -A / INV= 530.49 k66 h9 91 hh ' . 6k , \ h1. / _��s- NORTH PANTOPS TOWNHOUSES LLC. PROPERTY hk . h h' y h h h' m 1,5 h \ TMP 78-55A _ I chhhk \ hhhh `c'hh c h ��G o `-% \ m 6�'0 1k$ �h1 I MARTHA JEFFERSON HOSPITAL EAST D.B. 3683, PG. 570-572 PLAT k h h kti �G h h / a. \ NOW OR FORMERLY (PLAT) �� h by h 9roh P hh `• \ J / °1 / / a \ I Q MEDICAL OFFICE BUILDINGS LUXOR OFFICE PARK LLC $ �`�h� /yti91 ti. �c �\ D.B. 2503, PG. 73 -76 (PLAT) D.B. 3833, PG. 022 h hh `';, \ �`�� \ - - - - - - - - - - - -L£5 - - - - - - - - / `"I o h _9ss- NOW OR FORMERLY PARCEL ID: 07800- 00- 00 -055D0 \ STMH h \ / / \ m \ 6�0 660 - - - hro� ? Ihk ro� THE MARKET PLACE OF VIRGINIA LC \RIM 5 .65 9 ,, Oh h y + INV =53.39 roh� �'� �i� \ ti� \ �h h D.B. 3120, PG. 408 1 I Z �� X966 \ k\ eh ' �hro \ I hh9 PARCEL ID: 07800-00-00-055A8 U-i h Oh00ti can - / h h �0 \ \ 0h Ohm - - - ti 4I N� T. . M. \ , �� �r \ WIDTH f�- SELED I ❑ I \ �/ �� c� 531.3 gh1 8. 8 9 hi / ELEV.= 533.163 \ o o- • 1N�. q �hk'$ +� I / EXISTING lARIABLE NA YD 88 \I c> �' O �5� h1� h 9ti� \ tiro / I SANITARY SEWER FA SEMENT y� 269 ✓ I �p J�OOh I / ! \ e, 4\0 %' �^ o ` a LIGHT POLE hhk g0 D.B. 1098, PG. s EPCO ME54(T k. \ _ JTC -68 / I k I o i Rl 3i7. D 475 70� hh - - / Oh . I ' 0 1 /NV 241 4 \ \ tb a k? EXISTING C/L OF 20' \ I F y p. LEC BOX ��a - - - - - - - - � WATER LINE EASEMENT �,o �� qG roh1 5 �2 5h \ P FE. 9�9 -� \ £5 k � +I + h ° D.B. 1076, PG. 24 9+ a, LIGHT hh _ EXIS G- - - - _ _ _ _ Oh hk = 0 y� kk `� OLEZ C L OF 10' -534 hhh• h1 'A - I I hhkh TOP OF CURB EXISTING 20' A.C.S.A. / _ - T.B.M. Pc Pj r'V J `N ` -- \ \ \ � �\ � VEP 0 EASEMENT gS hhh _ - - - I \5 �G hhhh ER EASEMENT / hh 1 �/ h0. h i POWER _ 34� G h ELEV.= 533.53 SANITARY SEW / I� 1 yy� B. 475, PG 70 htiti e�ue _ _ _ - - I 1 \ �F� NAVD 88 D.B. 109$ P�43 ) I \ \ RAF C, z Q METER c�NTR� D\ — h� — — ��B hti�l1 5 D.B. 1890, PG. PST SIGN Oh - - - - -- - - -- X53 - - - -- a 0 1-�j� hh5� 1 \ 9 h 6 EXISTING 15 CENTRAL TELE. CO. EASEMENT ti \ ��- \ h 'rEXS/ TINGI C/L OFII 16' I/A. �G ry9 AFFIL T\ hh �1 o hh� h1 D.B. 1135, PG. 60 & 66 X16 `'h - - - - 1\ \ F� ghh AsT ���y�1- TELE. & )TGPH• CD. ti� hh h SMT. C TRO � a e _ D.B7.530, PG. 129A 1 \ B6oNr oL l�(S> N 41'15'31" W 141.25 hlgh P/N(S) 59 yy 6 /9 MARK�°� = 532_ s 1 3,3'11' " F /BEiOfZT/C �s��� — _ Q _ 51.83 � -� ho• _5- / O� 9. ` ✓ - - - _ _- PICKET! FENCE- ��ACSA) EN No' �/ / I SMH �h \ + EXI�TI 9/ - l hti 6 09 EASEME w� / \ RIM= 527.80 + \ 0 �� TEL E. & TGPH. CO. EST. I1 \ 5 ti' 113 -PG IOZJ h1 15 hti — 2 , SEW, p9 '� / / / INV= 522.68 a�1 ati \ + q� \ - h �� �F - - - - - h h 5.051 /6 0 l / �( h� . \ 5ti o D.B. 4�0, -PG. 47 + �- o - H��.1'l,_PG. �04j- � �h� Z� + EXISTING E• 1815, �X/ // Ioh �� \+ �1 12s(ac / 1 - - - - _� \1� B. ,Y�PG6 69� - �-F� ASPHA I) - - _ - Z / 530.6 LT \ \ \ - - - - - - TC ti �s_ �k, - Gam. 1 $$7 - VD FT — / XTC 530.64 OQ6 �� 1 h ?$ �- -9 - S2p - IAA/. x!74 �— -V - / \ \ - -TRAFFIC - - , �-_ - - _- O - c32`(JS'0�" W - IN' =� TRAFFIC - - -E - - a - 5.24' h�9' 1 I �qG 16 5 - - - - —Smly - - CONTROL -� \ / — /XTC 530.21 16 "DI ACSA 6 —+ �� - - - - RIM= 527.63 ���k &— - B9# - - - _ " ' �' I _ N-31.31.06 FIELD) —1�9X SIGNAL POLE —524— — W 5.20'(pLAT EXISTING 15' CENT EASEMENT XTC 530.2 ""�y(A\�� 0+ INV•=9 0 - TG - - e �—� 9 Tc - - - - - - _ - - - - - ) (VDOT PROJECT.' 0250- 002 -105, RW -201) 01 t s'D►(ACSA - _ _ - - _ - - - -- - - - - -- $ SIGNAL POLE $ 522- - hh1 X C 530.61 kH/TE P/S \ 0 q_�„ RCP�� �FoES76 �6- - - + J 0- 0 - - / / 16 �V�• - - k _ - - 523.25 '�` °� �- h0'6ti ig" RCP 0�9 0�9 E G �G 0� 0 1� 1�' 9 CONCRETE SIDEWALK �h• 1 - �y - h. - - LAIRFNG —520- +0 STMH 0 (` / ti bt - G - 9 RIM= 530.99 h �� F�` ti1 ti G G �� 1 S' �w O o� 11, LOC. (pS�520- 1 +h 11 INV. = 525.29 11 / / gti F ( CONCRETE\ SIDEWALK • y -����, 0° 1066 hh ASPHALT ASPHALT N I 1 G I C 1 h h� 0�1�19 CONCRETE SOLID WHfTE PIS �4 F 1 �G h� SIDEWALK 010 tik1 J / ASPHALT iv / 0 I 522.00 F� 1 ASPHALT MG h1 6r / / SOLID WHITE P/S / / I hoc ) � / DASHED WHAITE PIS I � ' Q ROAD l ASPHALT 1 A h N / ��- o ASPHALT / l \ hti1�a tiro°/ tip$ otiro° 01 / (VARIABLE WII#H PUBLI �0 25� I �� \ hti SOLID YELLOW PIS h �ro tiro hti � htih- / hk (VDOT PROJECT: 0250- C R /W) I N 002- .. D. /. RIM =517 17 INV= 512.39 15" RCP BEFORE DIGGING CONTACT "MISS UTILITY" AT 811.1 k0 - h1k 1 (D. B. 1 132, PG. 105' RW -201) I 1 20 10 0 20 40 / tiro' k1 STMH Oh �c k $6 ,1(69; D.B. 1136, PG. 353 ti h fro' RIM= 526.07 k 1 1A h (S. H. P. d. ) I GRASS ISLAND h INV= 521.47h v SIGN O�Ik G 01' XI, PG 104 /NV =522.17 WRONG war F\" F� ) I Scale in Feet 1 inch = 20 ft. k ASPHALT 1\11 I 6ro�,1 I W I SMH RIM= 530.75 INV. = 522.35 �ooO 0 OoO� 0 O C O / ° • 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By Mark Date By Mark Date By U 1L- cf) U � old L Q O CD T Q CV C- � O U = � o 0 LS -0 Z "r) G) 0 0 00 o 00 O U cn CD CD rr) STORE #3187 FSU S06 1626 Richmond Rd. Charlottesville (Albemarle Co.) Vir inia SHEET TITLE TOPOGRAPHIC AND BOUNDARY SURVEY DWG EDITION 05.9 REVISION 1 Job No. : 22100 Store :03187 Date Drawn By : H &D Checked By: JGD Sheet 0 i CV cfl CV _o co 0 N Coo 00 H O J C� CV U C ca Q a> U) I M iY Q 0 o _ CV CV O C) CN CN 0 L O U � Q � LL \ �l \`ONCR�E S/pFiygL ,0,9 / 683 P 4" k 52 k 52 c S,o, '9011 \ WOODED AREA 4SPhgCT 43 \ �- -�_ LOT 1 _ _ PLAT SHOWING �0 51 R500.00' SUBDIVISION OF " qs� `0 _ ` TMP 78 -55A \ /NV�538. SM" R526.00 , *0001 -p ARC MARTHA JEFFERSON HOSPITAL EAST /NV zs RIM= 543.55 _ - MEDICAL OFFICE BUILDINGS Ll , 538. V c,g�8 Q1� \ OB 8s 52 _ D.B. 2503, PG. 73 -76 (PLAT) I 30 B] R500.00' THE MARKET PLACE FORMERLY R25.00 43 OFVIRGINIA LC \ - 51 D.B. 3120, PG. 408 EXISTING C/L OF 20' --- I - - R25.00' S2 PA Q, 07800- 00- 00 -055A8 I - _ _ \ WATER LINE EASEMENT - ' D.B. 1076, PG. 24 h I 3 PIN(F) 32 S 35'32'09" E \ -- \ 52 200.00'(PLAT) R250.50' 30.54 34 43 199.92'(FIELD) LOT D I R3.00' a, - _ 30 EX /STING 30' PLAT SHOWING SUBDIVISION FOR fi I R3.00' d 3 _ °• lN(F) INGRESS & EGRESS TAX MAP 78 PARCEL 55A4 I I 27 =' - _ S1 BB 2503, PG 7J- 76ENT THE LUXOR, LLC PROPERTY AND I I R55.50' R/W DEDICATION FOR TMP 78F -1 -A TYP. 26 20 43 ` -- 52 R5.00' NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY I I R25.00 D.B. 3683, PG. 570 -572 (PLAT) N 18 32 R25.00 ' - R224.50 \ NOW OR FORMERLY I �`-� 38 e a LUXOR LLC \ NIL 3 Q \ � D.B. 3687, PG. 302 ^ h I !2 24.27' 34 43 30 \ PARCEL ID: 07800- 00- 00 -055AD SE�EN� a � I ' N� R3.00 /0 43 GGE¢ x,123 �o Z , 2 ` � 17 R3.00' R5.00' \ 100 F G 122 q ° I \ 0 oi�n G P 20 c� m F, (� 52 ` ... \ ��iS1iN �y2a, 1 PG• � � o a � I ' v ��O © 00 � _ . R3 00' C�' 6 TYP. 7 SP CES ® 10'X18 38 rn I j R10.00' R5.00' TYP. 6 R2.00' R10.00' . " v I I 1ti o TYP. 40 R518.00' I Q 11 \ �^ ~ h a " I R2.00' TYP, 40 TYP. 6 R4.46' I �R R10.00 12 SPACES @ 10' 18' N \ I 4° 1ti 1D' 40 TYP. R480.00' p INV. - 532.631 wo M I WATER VALVE SMH � �`� W WATER VALVE RIM= 537.33 " 20' 11.87' 6 _u INV =532f 9 M 11.72' 9.97' 19.99' 18 P n .. I R200.00' STUB \ d 120' No \ 22 / } s R1.00' 1 12 1 SPACES ® 1 O'Nll 8' R 75.00 i a v \ �'lN(F) TYP. 6 1 \ �4' \ `J% R 13.50' EXISTING C/L OF 20' \ �'� R2.00' TYp 6 / 40 R5.26' / WATER LINE EASEMENT 30 \ nF 40 np. 8 TYP. 38 / .. D.B. 1076, PG. 24 \ \ ® R8.00' 9 b TYP. 29 TYP. 40 \ \ \ R2.00 / O�IHl 27 6 TYP. 7 7 R3.00 R3.00 R3.00' R10.00' / \ \ f 3AI80 3 TYP. 6 R10.00' / \ \ 32 46 12': y 3 SPACES oO 1 8' 1 8' 8' 3 SP CES ® 10'X18 \ \ TYP. 26 ® 10'X18' 3 L ---------- 7;0']� I 3 3 \ tie O I 1 33 1 � � / 5 27 ENTRY 21 13 EXISTING VARIABLE WIDTH :_: `''. • \ 3.3 .. L . 43 14 • / TMP 78 -55D ACCESS EASEMENT i \ �9 Q:' ENTRY - SHOWING SUBDIVISION FOR o B. 3683, PG. 570 -572 \ �', 1 tic ` �� 15 / \X MAP 78 PARCEL 55A4� 27 2'0 .. ^.:`' DRIVE / LOT 1 1 LUXOR, LLC PROPERTY AND STMH \ _ _ \ L0 THRU / PLAT SHOWING RIM= 53367 R 0 00 1b EDICATION FOR TMP 78F -1 -A \� i lNV= 530.49 \ \ ro. `ro ® _ J 6 SUBDIVISION OF -OPS TOWNHOUSES LLC. PROPERTY "o- / ' I TMP 78 55A ' \ PLAYGROUND BUILDING A : I MARTHA JEFFERSON HOSPITAL EAST 3683, PG. 570 -572 (PLAT) Pic \ 12 , 27 NOW OR FORMERLY \ 'SA \ \ `� 4 8 3 5 G S IR2.00' MEDICAL OFFICE BUILDINGS XOR OFFICE PARK LLC \ 1 D.B. 2503, PG. 73 -76 (PLAT) D.B. 3833, PG. 022 \ a9 \ L------- - - - - -J 1 16 SEATS I THE MARKET PLACE FORMERLY LC ID. 07800- 00- 00 -055DO ST 533.65 \ ��P 22 12 64 PARKS 1NV= 530.39 D.B. 3120, PG. 408 MECH. 1 20 STACKS SERVICE -� METER_ R2 0.00' PARCEL ID: 07800- 00- 00 -055A8 1 \ � m \ �� - - - - - -- L J YARD R487.50 39 EXISTING VARIABLE WIDTH SEWER EASEMENT o. . ✓� c �' �? �6� \ < I I SANITARY 269 \ O \ PG o 251 D.B. 1098, ` 6� -i -110 1A SM a24 R20.00 RIM- .82 B j / INV 24.64 EXISTING C L OF 20' �s �o 30 y 82 PIN(F) R32.00' WATER LINE EASEMENT i ° i' 2 3 I 6 48 D.B. 1076, PG. 24 c L IN a, \ R44.00' - R50.00 27 20' A.C.S.A. es �' \ 41 , 25 EXISTING �1SEMENT i a c� �J s I SANITARY SEWER v I 9 27 26 27 R50.00' 28 I j D.B. 1890, 0g8. PG. 143 (PLAT) \ EXISTING 15' C NTRAL TELE. CO. EASEM T .• . ASP I \ °< D.B. 1135, 60 & 66 � EXISTING C/L OF 10' VA. TELE. & TGPH. CO. SMT. °� D.B. 530, PG 291 PIN (S) N 41 15'3 1 " W 141.25' PING N 3 11, " W �_� -- i 5 .83' -s- �, EXISTING 15' T SMH \ m EXISTING C/L OF 10' VA. CENTEL EASEMEN �- SEWER EASEMEN �� / NI v =s22 8 J 0 TELE. & TGPH. CO. ESMT. RAF .B. 1132, PG. 1 9 8512 50 - 20 G 709 N 1 D.B. 460, PG. 47 ��� op ( H.P.B. X1, PG 1 EXISTING 4); _ g. 1815' P -�1 / I �� 12.. 10 1 B. 1138, PG. 4 7 -4' 9� 5 1�5 0.00 o 11 ��csq) ASPHALT � R489 00' -� lvk, S. C.O. INV.- �� 8 S(ACSA) N ' 4 ` N 32'05' - 521.B7 °S8 INV.= 520.74 R512.50 = O 08" W 16 "DI(ACSA) SMH N 31'31'06" 5.24'(FIELD) RIM= 527.63 w EXISTING 15' CENTEL EASEMENT 201) 16 "DI(ACSA) _, INV = 519.29 5 20 (PLAT) (VDOT PROJECT.' 0250- 002 -105, Wy/TE PIS 1s RCP FE S. 52 C� WH[Tc i - CONCRETE SIDEWALK 52 STMH • : �+� RIM= 530.99 �� 6 tiY APPROX. LOC. (PLANS) INV. = 525.29 43 10 ASPHALT a^ 51 43 S SOL /D Wy/ 30 CONCRETE SIDEWALK ASPHALT N 30 3 R30.00' 48 SOLID WHITE P /•q ASPHALT R2.50' R30.00' _ ZNOTE: DASHED WHITE PIS THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING RICHM0/�/D �qO,q� ASPHALT UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE 71- S ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO d FSPHALT TA TE �gOUTE MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. � (VDOT (VARIABLE WIDTH PUBLIC RAW) 2a�iO - SOLID YELLOW PIS PROJECT. 0250 - 002 -105, BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. (D B• 1132, PC, 109 D RW -201) B. 1136 PG. 353 GRASS ISLAND RIM 526.07 I I (S•H.P•B. XI, PG. 104) ) INV= 521.47 U INV= 522.17 LAYOUT DESIGN NOTES: 0 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. 0 ° 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By L Mark Date By 0 Mark Date By U Cn U i L Q O z Oi U = C Q w Z L Q o � � I0 4J N cn O � Ln c� CD CD r� STORE #3187 FSU S06 1626 Richmond Rd. Charlottesville (Albemarle Co.) Vir inia 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 0 1" \ 72 0 wSq cDNCR�F �� y�o '0,9 ryG J91 p hk6ti k$, Lo WOODED AREA hG h ham• - - _ �9 \ \ � \ �\ � \ \ \ \ \ \ `�ss� 65 okti 1 I N� \ \ \� °• h �� -� - \ \\ \\ \� \ s66-� �s LOT 1 PLAT SHOWING +� SUBDIVISION 81055AF �G bpo�9 No�,�1 ` Tw.�5382s SMH 543.55 \ / — ' \ \ �\ �\ \ \ \FO - = — — � � � �0!?' Rte_ MARTkLA JEFFERSON HOSPITAL EAST 6ok F� 5 i /NV_ -- _ -_ k T.B.M. h N\ � � 8s _ N - - - \ / �� _` �- _ , _ ` \ _ _� _ _ , _ _ MEQL�A1= OFFICE BUILDINGA h TOP OF CURB e k5 \ -- / 5t,3 - , _ -� _ _ aB- 2- 5�,-P6 7a=7fi (P'�" L xG k1 ° 1 _ \ - ELEV.= 553.58 _ -NOW OR fflRM�R -LY- hhk g g c s4s NAVD 88 , _ �_; THE- M�RKET-WA�E-�OF- VIIRGINIA-L - I� \ TC�43Ig 1 + — / —T_ 0 ti 'tea _ ` — _ ` _ _ �g "`nwniJ — — �G \ �43• ? ` ` _ h���� -078- 00 -00- -0 B — — EXISTING C/L OF 20' 1 - WATER LINE EASEMENT o46 I ' hl hN�' $_543- 11 -7;Z D.B. 1076, PG. 24 h \ k h PlN F) / � `'gti11 ti �h - - - - -554 h 1 - k2� _� �� r =��� 1 - 53- �G \' Q �4hk 9 r 5 1 —4j / l + - _ _ " E- = a�� 2, ( LOT D \ � i - / � � 4 / hc� � �� y =, ; _ `_ 2� \ o _���, h _ -�_ _ - 1 / EXIST /NG 30' \ PLAT SHOWING SUBDIVISION FOR 40 07 N \ \ I / / 5 + _ _ 66 6 � - - • < .'< ` ..: 04 � _ Fj � / hti•1 / /N RESS EGRESS EASEMENT TAX MAP 78 PARCEL 55A4 FL 539,57 \ hk ' /\ _ �- —� / 2503, PG. 7,x_76 THE LUXOR LLC PROPERTY AND \ R/W DEDICATION FOR TMP 78F -1 -A XTC 539.18 -_ -__- NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY TC 538.9 g� ' / __ _ / TELEPHONE y ' I 00 h�j9� g\ _ + \ \ \ hh� - P 570-572 P T / PE9 IL T h hh9 1, 59. + +h 1 1 \ \ G h� h 7-- - - - - -- \ D.B. 3683, G. (LA) ,� \` - NOW OR FORMERLY F� 538.30 w ' �� + +hy9�h�9�� 9 - - - - \ J t� ° °° I I I I F�kc , a / y5 LUXOR LLC 538.39W ;S� + + / h� titi \ W III I I$ Q / \ PG. 302 N D.B. 3687, T �\ 1h 9� +h 1 1 I F h5h° o$ ° X61 \PARCEL ID: 07800- 00- 00 -055AD E� �, — A �+ \ \ 1 I N, , hho eh s EPSEt�� h9o� 54D� ho 1 \ _�� \ \ + c� F ° h5° 5 h h \ o, PGGE 122,12 5�9� \ � ti •y$• � \ \ \\ \ �Z\ hhN9�1 �j5(ING 1528, PG pG• 204 � m Q ^\ ' �G 4- I I + O 98. o 550 - 1 N yk - h�y��6 yti h01� (G h01 <01 �M ' �9ti FILTERRA �19a FOR WATER QUAL W \ - hg�bh h <) g5 +4" 1 6 I I N \ N LA 6.2� h�y0 WATER VALVE 20 9 SMH 1FL 5 pg WATER VALVE \ RIM -5 33 c 1 I 'S39_ 10 h<, STUB \\ \ \ h \ 1 + + h I +h��. G hhy�5$ sus \\ \ \ z I h�9� + + I \� hk IPIN(F) $ I 36" RCP h�9$61 I + ky. now ago EXISTING C/L OF 20 1 \ 0� y1 1� F� \h'kti \ �G y� h I OVERSIZE PIPES >? I \ \ WATER LINE EASEMENT h 1 .�G h` � 1 ti \ D.B. 1076, PG. 24 h��j1h1 yhlh 01 Bch Y ti� k \ +,�1 I `06'a I RETENTION M WATER +� I a h� h h1 91 h y�h� \ n I / \ \ \ /\°� ° $ h� G� y6 + \\ A �9 3/1121a STORM WATER OUTFALL �F�h� ti9 h�k 6 + 11 �F�h�h6 \\ \\ \ CONTROL STRUC E h \\ . ti ® 11-� h + 0 1 h s� kp•NR 1.. k� ,fig• / h 16 hh h 0 5369 \ 9 t h ^� .:; •..I' o'oo �o '`Go�oo�o�oo�oo�o� kg.S �4 .. Fi3 + NO F 1 � 1h \ \ T hh � . ^4. ` `L 3. + F1 �h 6l }r�G T I � \ — \ h EXISTING VARIABLE WIDTH hy� / �°� \ +h • �y s ....;#.. 16 h�h �� E 1� \ hh .L.; • / ENTRY J 1 \ h_538- TMP 78 -55D ACCESS EASEMENT , k N �� \ h -' :. - I \ o ;.. <)5%5"* / o 00 N B. 3683, PG. 570 -572 / 0 rt1 PLAT SHOWING SUBDIVISION FOR A 1 k \ �a +� �h\ \ \ hyh a \ , .. L1 / o�':: •' h� s 01 \ c ��y1 TAX MAP 78 PARCEL 55A4 �5� `+\ tih DRIVE 1 - \ F� LOT 1 THE LUXOR LLC PROPERTY AND s STMH G� 1 ` \ "'" - AIA y1' THRU •' - - - �� PLAT SHOWING ' R /M- 533.67 � - ko s - _ . SUBDIVISION OF R/W DEDICATION FOR TMP 78F -1 -A 1 INV =53o.4�kb \ h9� y �ba o \ 1 + ', .'° - / s / \ / _53'- TMP 78 -55A NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY h�yN \ N h�h�� h� h� FAG h� 9h PLAYC D �1 BU I L D I N G A � � i � D.B. 3683, PG. 570 -572 (PLAT) °�5 �$ y��Nti6 pJC c �G� + \ yb'• y' +° / / 1 I h MARTHA JEFFERSON HOSPITAL EAST F ° 9 k k 4�4" h c C MEDICAL OFFICE BUILDINGS NOW OR FORMERLY c hy�� h�5 h�� �� + \ ``� + + 4, 8 3 5 G ,11 - i / I f I D.B. 2503 PG. 73 -76 PLAT \ \ Y ) LUXOR OFFICE PARK LLC 6ti � � ti9 �1.�c � ------- - - - - - �� &, J CATS � _ _ _ i � I D.B. 3833, PG. 022 IT ` h�� e /5�3� `'� \ \ �R\ �O,o - - - - - - - - - - - 0 536_ NOW OR FORMERLY k STMH �� 1 h gN 6, - ' THE MARKET PLACE OF VIRGINIA LC PARCEL ID: 07800- 00- 00 -055DO \ \ �\ s� 4 PARKS S RlM =5 .65 1 9 J �\ N\ °� - h D.B. 3120, PG. 408 INV -539 h�9 z \ _ $ti91� N� h + _ _ _A1_fT_� Z \ 2 0 STACKS X s ?9 I I h PARCEL ID: 07800- 00- 00 -055A8 - h r MECH., - - � �ERVIL`E- 53 ��QG h \ \: - + FF= 546.48 YARD S ?9 G hhhh �2'�2 \ —536— RETAINING WALL N� T.B.M. � h � � � °- ' ELED I' ❑� I \ �i S1' \ \ - � - - - - S- O O h S �535- ��\ ELEV.= 533.163 \\ �,o$.A�' 3�+ 1 �+ \ \ \ \ \ F s ?� ?8 I / EXISTING VARIABLE WIDTH NA YD 88 \1 SANITARY SEWERPG S269NT D.B. 1098, 1P b II W p / 0 1 /NV��2 64 \ A \ \ \ + EXISTING C L OF 20' I I �� 5 2 \ \ \ \ PIN(F) I _ - I - S h�� + k 3 WATER LINE EASEMENT B D.B. 1076, PG. 24 � 9 + h � 5 -534- - � k N y� � T.B.M. AC SA EXISTING 20 TOP OF CURB ENT " / A.C.S.A. ELEV.= 533.53 SANITARY SEWER RAAFR N\ �T 1 h��� RETAINING WALL ' — — — S ?¢ I��� \ F` NAVD 88 D.B. 109$ P�43 (PLAT) - �J _— — — + —I — — _— — h�ti' h �g33� 6 D.B. 1890, PG. "� T hI� SIGN — — — — — —I— — — X53 — — �1�r �h(\10 � 1 — �s °� h - -� 4r-- -\� - -� 1 6 I �6 EXISTING 15 CENTRAL TELE. CO. EA Thy 1 \ hyS gSPHALT y — /�si �, 1135, PG. 60 & 66 EXISTI Vd C L OF I 1 VA. c FFIC T h h �-'- yn/ TEL E. & )T PH. CD. SMT. I c TRO _5 —�- / h e rRA c l <S> " FieE�oR' CC - - — — / / D. 530, PG 29 I \ $oNr OL N 41'15 31 W 1,`b I 1 141.25 h�Sh PIN(S) 5 11 , W 6 /0 MARK y}?° _ 532_ _ _s- / hy'. �X + N. E � 15' 83 - -�� MENT of ��/ 1 SMH / 9/ _ - \ \ CENN�FL4SEMEN 1+ h� iP —5—y ya — \ EXISTING C L F f0 I ti s ^s(ACSA) R EASE h / l R /M= 52780 T+ \ �F TEL E. & TGP CO. EST. �y1 SEWS Q9 / INV= 522.68 �1 \ �0 (EZ h �• \ o D.B. EXISTING 1815, PG' -' - _ - - - y / / / htil +hti \ h1' 7 B. ti \ _ _ 52- -9 D / 5 ASPHALT I - - - - - / /ITC 530.6 �ry o� �\ - �s.G0. 1.$$7 - - - = 8y`(A� VDOT / �� "� h 26- /C 530.64 °0$ �g / h g�� 9 _ 52 x!74 TRAFFIC i -- "2-651 'D " w hti9 �1 F` c 16 -_ -Smh - - k � c�77oc-- oldTRer - - _ "31'06' 5.24 (FIELD) CENTEL EASEMENT �XTC53� 21 6 "ol(bcsA) 6 - es� - - - - - - - - - - P R -524- w 7 I �h - - RIM= 527.63 SIGNAL LE EXISTING 15' 105, RW -201) h1 1 6 "DI(ACSA —._ \ y+ INV. =9 h - - - - - _ - - _ 5.20'(PLAT) hn1 XTC 530.2 \ 76"W(Ac' SIGNAL POLE - (VDOT PROJECT. 0250 -002 wH/TE PIS RCP - - - - - C 530.61 66 522- - 18 2 -- 1 STMH �/ h�0$l 79 h�9� AG 0 1h 1 I�9 CONCRETE SIDEWALK h�h'h1h $6"� GNP 1 F —520- +h9h R /M= 530.99 h F� h�1 �1 ?� (G ( \ Ghh� 1 huh �h�� ONG =AYEA LOC. (PLA S 520- +g1 INV.= 525.29 11 / h I �F� ° + hlh�k =� °91 w ASPHALT _ �F ,h h h�h'1 1 ti 0 1 9 CONCRETE W/D \G 5 ti T / SIDE �0 h J / / ASPHALT 011 SOLID WH /TE P/S ASPHALT NOTE: I / / -- DASHED WH7E PIS THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING - / f �� --w 40 • / /MOWD QO I l ASPHALT h1 UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE N / / / / 1 AD —�S'j' ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO o / k11 / h / 6 I ASPHALT / A TE �qU72� MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. \ h�T10 /SOL /D YELLOW PIS ti6k/ huh$ 0��6�0 h�1 / (VARIABLE WIG�H PUB � 2`� I �� PUBLIC R /W) I I / h ti6' h hti / �N (VDOT PROJECT: 02'50 -002 SMH R /M= 530.75 INV. = 522.35 �8-S(p,CSA) D.L R /M= 577.77 INV =512.39 RCP BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. kh - htiA 1 (D•B• 1132, PG. -105' RW -201) ry 20 10 0 20 40 / �6• k1 STMH hhti �c �6 ,�1[[69; D.B. 1136, PG. 353 "" GRASS /BLAND h ti6 R /M= 526.07 huh h� 5 �y' (S• H. P• d. XI, PG, 1 ) I I �� Scale in Feet 1 inch= 20 ft. INV = 527.47 U S /GN / � hti •( �h � 04) INV= 522.77 WRONG WAY F �G F ASPHALT I I h F: \Acad \Dwg \22100 \dwg \ARB 1ST SUBMITTAL \22100_ARB Grading.dwg, 8/8/2013 2:23:31 PM, PDF995 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By L Mark Date By 0 Mark Date By U ^^ QJ v � Q O N p O 0) w � Z L �' y� Q O L v o � >� > co a+ � LO U C/-1 — OL CD o 0 r� 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 Drawn By H &D Checked By: JGD Sheet 0 ti M N o_ M_ O N 00 00 07 LU H J_ H Z) 0 0 r U7 C co O 0I m Of i CD CD N N CD O T_ N N L 0 O LL C41V S /O�rKgL oe 683 �°c A' /1i97E iP \ WOODED AREA \ gSpyAlT _ _ LOT 1 PLAT SHOWING jN SUBDIVISION OF I asp ooF _ TMP 78 -55A �o- INV.�538 SMH D aREq ' \ ` H'ooDED gREA MARTHA JEFFERSON HOSPITAL EAST 2s RIM= 54355 - MEDICAL OFFICE BUILDINGS T.B.M. IN��538oe ��as � � _ TOP OF CURB D.B. 2503 PG. 73 -76 (PLAT) ELEV.= 553.58 NOW OR FORMERLY NAVD 88 THE MARKET PLACE OF VIRGINIA LC D.B. 3120, PG. 408 PARS Q, 07800- 00- 00 -055A8 EXISTING C/L OF 20' WATER LINE EASEMENT D.B. 1076, PG 24 PIN(F) _ ' °; S 35.32'09" E \ LOT D ° 199.92'(FIEL6) • EX /STING 30' PLAT SHOWING SUBDIVISION FOR \ ' _ _ lN(F) /N ESS & EGRESS \ THE LUXOR, MA 8 PAROPERTY AND Q _ °' °` - - - _ D. 8. 2503, PG 73- 76 R/W DEDICATION FOR TMP 78F -1 -A NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY 1 ' IN ' TELEPHONE `�- UTILITY DESIGN NOTES: O \ D.B. 3683, PG. 570 -572 (PLAT) I PEDESTAL ❑ 17 16 NOW OR FORMERLY 4 \ 1. CONTRACTOR MUST FIELD VERIFY THE INVERTS OF ALL 14. GAS /ELECTRIC/TELEPHONE OVER STORMWATER /SANITARY \ LUXOR LLC j 4, \ EXISTING MANHOLES, GAS LINES, AND OTHER UTILITIES LINES SEWER. MINIMUM CLEARANCE TO BE 18 INCHES. WHERE D.B. 3687, PG. 302 1 �o ' ^? ^ PRIOR TO THE START OF CONSTRUCTION. IF CONFLICT CLEARANCE BETWEEN PIPES IS EXPECTED TO BE LESS THAN PARCEL ID: 07800- 00- 00 -055AD EXISTS, NOTIFY ENGINEER. 6 ", PROVIDE NEOPRENE PAD BETWEEN PIPES. SS 3 `� I O,Q 2. 4" C900 PVC SANITARY SEWER PIPE. 15. SEE ARCHITECTURAL PLANS FOR EXACT LOCATION OF WATER pCCE 2 12 0 o ti ' \ I /O/�/ CONNECTIONS. DOMESTIC BACKFLOW PREVENTER TO BE \ G 100 ?G• 12 2p4 I VC ` ._ . ; 3. SANITARY SEWER CONNECTION AS PER PLUMBING PLANS. LOCATED INSIDE OF BUILDING. SEE PLUMBING PLANS FOR \ E�15T1OB 1528301 pG• p Q I ,� 1�� 1 SEE ARCHITECTURAL PLANS FOR EXACT LOCATION OF SEWER CONTINUATION. O TIE -IN AND SANITARY SEWER CLEANOUT DETAILS. 16. 3/4" DIAMETER COPPER, TYPE 'K', WATER SERVICE LINE \ 4 R GREASE TRAP R , MAT CH GRADE. SEE PLUMBING PLANS FOR WASHDOWN. MINIMUM 36" COVER. F DETAILS. I 17. WASHDOWN, SEE ARCHITECTURAL PLANS FOR EXACT I F 5. 4" D.I. SANITARY SEWER PIPE. LOCATION. 6. 3" VENTLINE. 18. ELECTRICAL SERVICE CONNECTION. i Q N 19. GAS CONNECTION. 7. 1" COPPER TYPE "K" FOR IRRIGATION. I 1� 8. 1" IRRIGATION METER AND BOX. TO BE INSTALLED BY 20. TELEPHONE CONNECTION. \ I ' UTILITY CONTRACTOR AT OWNER'S EXPENSE. METER BOX TO j %ti tun) U BE INSTALLED BY CONTRACTOR. OWNER IS RESPONSIBLE 21. PROPOSED TRANSFORMER LOCATION. 8'X7' TRANSFORMER FOR PURCHASING METER. PAD AND 15'X20' WORK AREA. WATER VALVE INV. -5J2 .63E wo M I WATER VALVE RM 637.33 .� Lp 1 9. 2" PVC WATER LINE. 22. SEE IRRIGATION PLAN FOR CONTINUATION. INV = 53129 =y cV �_ STUB \ \ '} ¢ 10. SANITARY SEWER CLEANOUT. RIM TO MATCH FINISH GRADE. 23. 2" PVC 45' BEND WITH TWO TYPES OF RESTRAINT. 11. 1 „ REDUCED PRESSURE BACKFLOW PREVENTER WITH HEATED 24. 2" CORPORATION STOP. a, \ AND INSULATED ENCLOSURE ('HOT BOX'13 ). 9 PIN(F) HOT BOX INSIDE DIMENSIONS: 47 "Lx 06 "H, \�� \ HOT BOX MOUNTING PAD DIMENSIONS: 58 "X24 ". EXISTING C/L OF 20' / \ \ / 12. 2" DOMESTIC METER AND BOX. TO BE INSTALLED BY UTILITY WATER LINE EASEMENT / CONTRACTOR AT OWNERS EXPENSE. METER BOX TO BE D.B. 76, PG. 24 \ INSTALLED BY CONTRACTOR. OWNER IS RESPONSIBLE FOR \ 1 / PURCHASING METER. B. \ ' z 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 � -c 4M__) NEOPRENE PAD BETWEEN PIPES. 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 4 4 SERVICE p Iv i INSET'A' A DRIVE �....: LOT 1 Yy STMH \ y • THRU PLAT SHOWING RIM= 53367 \ INV= 530.49 \ \ r'o. `ro r ------- - - - - - - - - ® _ SUBDIVISION OF . I TMP 78-55A PLAYGROUND BUILDING A / I h MARTHA JEFFERSON HOSPITAL EAST Q \ \ 4 835 G S F SEE i MEDICAL OFFICE BUILDINGS D.B. 2503, PG. 73 -76 (PLAT) \ �: \----- - - - - -- INSET 'A' NOW OR FORMERLY 116 SEATS STMH \ \ 1s 1 THE MARKET PLACE OF VIRGINIA LC RIM= 533.55 J \ INV= 530.39 �in� \ J \ 19 6 4 PARKS M R D.B. 3120, PG. 408 \ Z \ 2 0 ST C K S PARCEL ID: 07800- 00- 00 -055A8 SERVICE 10 L MEC . 2 i -- YARD N T.B.M. CHISELED ❑ > > ,o ELEV.= 533.63 0 o- �' F EXISTING VARIABLE WID NAVD 88 \ O �? '�� \ 1 I.:.' : , I SANITARY SEWERP EASEMENT 69 jr J�� � J SM \ I i l .. 1; \ \ D.B. 1098, V + / RIM- 30.82 1 13 INV= 24.64 23 EXISTING C/L OF 20' \ �� 2y 62 \ 1 PIN(F) LEC. B WATER LINE EASEMENT 1 / / / c� iN� \ \ EB D.B. 1076, PG 24 \ _ / j _Jr �n �- .. 23 T.B. M. 20' A.C.S.A. -- - - - - - -- M E - -E 13 I TOP OF CURB EXISTING �SEMENT o w. ELEV.= 533.53 SANITARY SEWER PG. 269 TRAFFIC o �T ' 14 14 i 9 1 NAVD 88 D.B. 1098, PLAT) SMH / \ CONTROL n r% _ N 21 1 1 143 • D.B. 1890, P ' � RIM= 530.75 ox SIGN 5 - I �5- INV.= 522.35 / - - - -- - - EXISTING 15' CENTRAL TELE. CO. EASEM T ASPHALT \ T D.B. 1135, PG 60 & 66 1 -5 "��5- L / /EXISTING C/L OF 1�' !/A. AFFIL ° TELE. & TGPH. CO. SMT. c NTROL ° a 914 I 1 , B TRAF C PIN (S) 13 3 ' " w M�RK -OPTIC ss- / D.B. 530, PG. 29 CON oL N 41'15'31" W 1 s 141.25' PING 11 / 5 .83' �- Box 12 EXISTING -5 - -�- T = SMH \ EXISTING C/L OF 10' V. I CENTEL EASEMEN SEMEN ° I I RIM= 527.80 O TELE. & TGPH. CO. E.W. 8 �F B. 1132, TING 20 SSW PG' 1p9 + / / INV= 522.68 \ 0 D.B. 460, PG. 47 1 6, 7 N6 0 i 4)._' _, O H.P.B. Xl, PG. 1. EXIS E 181 I 1 IPA" B. 1138, PG 4 7 -4' 9 o D• � ASPHALT � 2�CSq) 1 �'� g S(ACSA) Z INV 520 4 VD TRAM L �ti _ N 32'05'08" W 5.24' VDOT �S IN TRAFFIC (FIELD SMH V. CONTROL R 16 "DI ACSA" RIM= 527.63 BOX BOX N 31.31'06" yy ) EXISTING 15' CENTEL Ft1SEM�� 201) �s "oKACSA) - �•� INV.-5 TC - TC SIGNAL LE 5.20'(p�T) SCALE: 1 " =10' "t�ACSA) SIGNAL POLE (DOT PROJECT' 0250- 002 -105, WHITE P/S 18° RCP "522.76 � 1 E CONCRETE SIDEWALK 1 24 +w GN STMH 99 ONG�� PP I ' o = w S INV.= 52.29 -- - ASPHALT N S CONCRETE v OL /D WHITE P/S SIDEWALK ASPHALT N SOLID WHITE P/S ASPHALT 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 PIS I I A. - - - - -- ---- - -__�_ - �- �9 /CiyMO/1/pRO,gp� ASPHALT TA TE ® ) 90U 250 7-E a I ASPHALT (VARI WIDTH PUBLIC R/W) �® '®a-- SOLID YELLOW PIS (VDOT PROJECT: 0250-002-105, RW -201) STM (D.B. 1132, PG. H 109; D.B. 1136, PG. 353 GRASS ISLAND RIM= 526.07 I I Q C (S. H. P. B. XI, PG. 104) ) INV= 521.47 U SIGN INV= 522.17 �� WRONG WAY `Q ASPHALT � D. /. RIM =517 17 INV= 512.39 15" RCP 20 10 0 20 40 Scale in Feet 1 inch = 20 ft. o a 0 OoO� ooh tA 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By Mark Date By Z� Mark Date By � U � L Q O T OU = � O � ICJ E O° 00 cn L c� 2 CD CD STORE #3187 FSU S06 1626 Richmond Rd. Charlottesville (Albemarle Co.) Vir inia SHEET TITLE UTILITIES PLAN DWG EDITION 05.9 REVISION 1 Job No. : 22100 Store :03187 Date Drawn By : H &D Checked By: JGD Sheet 0 O O O_ M 0 N 00 00 O O) O a� Q (Q U U) O A O O N N O O N N L 0 O LL W SAJ �oNCR�E S /DE/ygL� OB /s � 8, j �pC R/(/97E /P \ WOODED AREA _ LOT 1 PLAT SHOWING SUBDIVISION OF � `oDf'o _ TMP 78 -55A ASP 4/'� ` WOODED qR MARTHA JEFFERSON HOSPITAL EAST IVV.�538 SMH 2s R1M= 54355 , , MEDICAL OFFICE BUILDINGS T.B.M. V °s 8. 08 8�_] - D.B. 2503, TOP OF CURB PG. 73 -76 (PLAT) NOW OR FORMERLY ELEV.= 553.58 NAVD 88 THE MARKET PLACE OF VIRGINIA LC D.B. 3120, PG. 408 PAR�D, 07800- 00- 00 -055A8 EXISTING C/L OF 20' WATER LINE EASEMENT 1 I I , _ - _ - D.B. 1076, PG 24 ti PIN(F) / ' e \ LOT D I - _ EXISTING 30' PLAT SHOWING SUBDIVISION FOR � ' j' �. °• lN(F) IN ESS &EGRESS EASEMENT j , TAX MAP 78 PARCEL 55A4 I \ I I - Off• _ — D. 2503 PG. 73 -76 \ THE LUXOR, LLC PROPERTY AND R/W DEDICATION FOR TMP 78F-1 -A \ NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY I N I TELEPHONE _ TREE \ D.B. 3683, PG. 570 -572 (PLAT) I PEDESTAL ET • ; i h NOW OR FORMERLY W �� \ LUXOR LLC \ I w \ D.B. 3687, PG. 302 - C PARCEL ID: 07800 - 00 - 00 055AD \ 100 FC p 122> I \ I IST��O 1528' P PG• 20 � o � � I I ,����' � ,, • � ,,, 501, Q LI M 1 I ° h N Q Q � 1 L 4" LA . INV. - 532.63E I P WATER VALVE w 1 VI SMH WATER VALVE R/M= =537.33 ; 1 V INV= 53129 STUB \ \ 0,000/ ' 1 I Z EXISTING C/L OF 20' / \ ' t WATER LINE EASEMENT \ \ \ D.B. 1076, PG. 24 \ \ / .....: - ... ° ° 5 ' , 1 ENTRY, /.. \� EXISTING VARIABLE WIDTH - • � -.0 TMP 78 -55D ACCESS EASEMENT i \ ` ���' ENTRY ; :L . • Y - LL PLAT SHOWING SUBDIVISION FOR d B. 3683, PG 570 -572 J oe` • - . , \ :.._ , S S SHRUBS Q ABELIA X GRANDIFLORA 'KALEIDOSCOPE' RATAEGUS VIRIDIS 'WINTER KING' K KALEIDOSCOPE ABELIA INTER KING HAWTHORN $r BERBERIS THUNBERGII 'HELMOND PILLAR' AGNOLIA GRANDIFLORA 'LITTLE GEM' TTLE GEM MAGNOLIA � �j CARYOPTERIS CLANODENSIS 'SAPPHIRE SURF' O EUONYMUS JAPONICUS 'GREENSPIRE' YSSA SYLVATICA WILDFIRE E EUOUNYMUS GREENSPIRE LACK GUM WILDFIRE © HYPERICUM 'RED STAR' RED STAR HYPERICUM URPLE CHASTE TREE TEX AGNUS- CASTUS O NANDINA DOMESTICA 'MURASAKI' FLIRT NANDINA ELKOVA SERRATA 0 0 OSMANTHUS HETEROPHYLLUS TAX MAP 78 PARCEL 55A4� \ DRNE : ;;: LOT 1 THE LUXOR, LLC PROPERTY AND v STMH \ . THRU {.: PLAT SHOWING `' � R1M= 53367 \ .. r------- - - - - -� ® :.. -.. ;, R/W DEDICATION FOR TMP 78F -1 -A i lNV= 530.49 \ _ SUBDIVISION OF 1 TMP 78 -55A BUILDING A NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY I \ \ \ "' 1 MARTHA JEFFERSON HOSPITAL EAST 1 � PLAYGROUND � r ' D.B. 3683, PG. 570 -572 (PLAT) Pic \ � � � _ - _ •;`:" ,- , NOW OR FORMERLY 'S" \ \ 4, 8 3 5 G S F DBE 2503, PGIC73-76 DI PLAT LUXOR OFFICE PARK LLC 1\ \ \ >----- - - - - -- (PLAT) D.B. 3833, PG. 022 j STMH \ ay \ 116 S EATS 1 THE MARKET PLACE OF VIRGINIA LC PARCEL ID: 07800- 00- 00 -055DO R1M=533.65 \ \�J \ INV= 530.39 �in� \ J \ • 6 4 PARKS _METER_ D.B. 3120, PG. 408 MECH. i 20 STACKS SERVICE r PARCEL ID: 07800- 00- 00 -055A8 m \ \ - -YARD 1 N� T.B.M. l/ARI WIDTH CHISELED ABLE " ❑�' �� °� Z �° c \ EXISTING ELEV.= 533.63 o °- • \ NAVD 88 \ O �? '6+ \ SANITARY SEWERP 69 EASEMENT �'o �i \ I D.B. 1098, t�(� SA' \ I I RlM- 30.82 I 1 / INV= 24.64 • EXISTING C/L OF 20' \ ��, `�'9 Q 25 82 \ I d' 'o >, i WATER LINE EASEMENT E9 T.B.M. D.B. 1076, PG 24 a� - -- - _ - A.C.S.A. �, mN �E TOP OF CURB EXISTING 2ER EASEMENT _ ELEV.= 533.53 SANITARY SEW 269 1 NAVD 88 D.B. 1098, PLAT) D.B. 1890, 143 ( SMH OX � —� RIM= 530.75 TRAFFIC \ CONTROL n T 1 PG. INV.= 522.35 sicN EXISTING 15' CENTRAL TELE. CO. EASEM T �- i EXISTING C/L OF 1lY' VA. \ AFFIC T I ° D. 1135, PG 60 & 66 I —ASST 9� g "S(ACSA) — TELE. & TGPH. CO. SMT. NTROL �- B TRAF C PIN (S) I FIBER -OPTIC :��� D.B. 530, PG 29 CON T OL PlN() MARK / BOX >, EXISTING 15' n —�- N� EASEMENT SMH \ EXISTING C/L OF 10' VA. I CENTEL EASEMEN �— SEMEN A I RIM= 527.80 Q �F TELE. & TGPH. CO. ESMT. O �F B. 1132, PG. 1 ING 20 SSW PG' 1p9 v� / / lNV= 522.68 �L�� D.B. 460, PG. 47 I o��� o�O i _ I H.P.B. Xl, PG. EXIST p B 181 .� I ASPHALT \ 1 \S ACSA) I g ACSA— S.C.O. �S ?ps INV.= 52184 VD RAFFI /� I 6 IN26 TRAFFIC CONTR L R Op INSET 'A' _ 16 "DI(ACSA) SMH CONTROL BOX EXISTING 15' CENTEL EASEMENT _ —� R1M= 527.63 INV -519 29 TC eox : , SIGNAL LE SCALE: 1 " =10' RW -201) 1 s "ol(ACSA) TC (VDOT PROJECT. 0250- 002 -105, WHITE P/S —��� s "w(ACSq) SIGNAL POLE 18" RCPT .76 CONCRETE > WH[ry CONCRETE SIDEWALK GN S)VH ' ��' ONG WAY RIM=5jo. 99 INV. = 525.29 �— ° WIN APPROX. LOC. (PLANS) D.l. ----� R1M= 517. 17 O INV= 512.39 ASPHALT CONCRETE SIDEWALK ® 15" RCP v SOLID WHITE P/S _ — ASPHALT i., SOLID WHITE PIS ASPHALT �I I DASHED WHITE P/S 71- - �gO,gD ASPHALT ® - srA rE R i� o ASPHALT • DOE Z`/O (VARIABLE WIDTH PUBLIC RAW ® _ N SOLID YELLOW PIS (VDOT PROJECT: 0250 -002_ 105 ) . (D.B. 1132, PG. 109 , RW-201) . D.B. 1136 PG STMH GRASS ISLAND RIM= 526.07 I I a (S. H. P. B• XI, PG 104)' • 353) �® lNV= 521.47 v SIGN INV--522.17 :� WRONG WAY ASPHALT I IIA W 20 10 0 20 40 Scale in Feet 1 inch = 20 ft. 0 o ooh 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By Mark Date By Mark Date By U 0 � U � L Q O n � � � � z Q C_ CV OU = o w LC) 0 Z � Cn Ln N T\ 4J N Uj o U cn L c� LC) CD 0 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 Drawn By : H &D Checked By: JGD Sheet 0 DASHED WHITE P/S 71- - �gO,gD ASPHALT ® - srA rE R i� o ASPHALT • DOE Z`/O (VARIABLE WIDTH PUBLIC RAW ® _ N SOLID YELLOW PIS (VDOT PROJECT: 0250 -002_ 105 ) . (D.B. 1132, PG. 109 , RW-201) . D.B. 1136 PG STMH GRASS ISLAND RIM= 526.07 I I a (S. H. P. B• XI, PG 104)' • 353) �® lNV= 521.47 v SIGN INV--522.17 :� WRONG WAY ASPHALT I IIA W 20 10 0 20 40 Scale in Feet 1 inch = 20 ft. 0 o ooh 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By Mark Date By Mark Date By U 0 � U � L Q O n � � � � z Q C_ CV OU = o w LC) 0 Z � Cn Ln N T\ 4J N Uj o U cn L c� LC) CD 0 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 Drawn By : H &D Checked By: JGD Sheet 0