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Home My WebLink AboutSP201300020 Plan - Submittal (first) 2014-01-090 G� 0 0 0 3 1" T/ 2 O/ w q) CONCR�E 4 . ep hk° G546.30 \s \ \ \ \ \ •60 1 sr WOODED AREA mod' \ Sir `rte SSA SSR 6546. * 0 \ S k�. \ S h It 5' \ �__ \ \\ \\ \\� \�S6_ - LOT 1 _ \ \ \ �\ ` -ss�, 1 PLAT SHOWING k' P� 4.00 + \ \ y$. R k 6549 A7 \ �ss8\ +0 SUBDIVISION OF sMH qsa A\ P543.j5TC544. \ \ + \ \ - - \ - - -ss9_ TMP 78 -55A PROP SED�REfA1F11N� WALT MAi THA JEFFERSON HOSPITAL EAST k 543.55 / P543*5� \ \ - \ \ -O�pEO AR - - 0 'c�\ \ %NV �t9 IM, 5 885 - - -__L kk' - 4.5 \ / \ `` - - 6 �Q ll �� 5 �\ \ _ 111 ` _ \ TP __ \ ; ` X5 130 = _ _ D.B -�255b ,�'G. 737-76 -EP� T.B.M. AG _ ALBEMARLE COUNTY � -� � __ 543.4 � - o TOP OF CURB c\\ kk $ ��j - -_ �_ - - ELEV.= 553.58 GENERAL CONSTRUCTION NOTES chykk 5` k1g6 \'� S 3 4 s8 `� 8 "srue S /' 54L3 - - \ \ - \ - ` _ - 'Id(�IAI OR fflRlttl�iTCY- - - NAVD 88 F� 5 190 5 I 43 ?� P542�6�- - _ , � \ - _ - _ _ ` - _9`_ -4_ THE_ IuI�RICaET- PLA�E��O��V/�f��GINiA-LC _ _ - FOR STORMWATER MANAGEMENT PLANS - �, _ r` - o �c - 07800-- 00- 00--03'A8 EXISTING C/L OF 20' ? 11 k +fits___ - - - - - - - ` - - - -ate - - - - s- bg 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95 /o OF MAXIMUM DRY DENSITY AND g� ti k�' X543- ��'�`�� _ / _ v��__ _ �,, - ��J4G' - - �- - - hrQ - 2/o OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A WATER LINE EASEMENT k0• I ky5 5 FqG �� _ _ / `4 �� _ ~ -� - - -- -_� ` - Z5 I - - - - - ` - _ L 1 D.B. 1076, PG. 24 5 h \ _ - F) / g 544.E =� _ - - -� - - - - _ - - �G �'� 554- - g5ti��1 GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING y� _ Cfj42,6j 1� - - - - - -1 - - - - {'` G hh CONSTRUCTION OF DAMS. 1 \ \ �� k2 TC542 71 ° .; ;. - - 1 gk \ ,4 �• p 4$F TO 4 - 5`32'pg�= �,f4�I3 /� _ - - 1 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT P542.3 8 41.9 TC542.32 -, > : � , �• " � - 0 � 00'(�q - - � I / FACILITIES. 1 \ \ q / cy,� g,l �?j - - ITC5�J1. 9 / 2' 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO LOT D I .:::; G540.70 1541.82 5 -� - - = ; 1 41 66 / EX/STING 30' PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLAT SHOWING SUBDIVISION FOR 6k \ / + ° - - - - F) - \ _ �gti�� / //V ESS & EGRESS EASEMENT PLACE UNTIL THE SITE IS STABILIZED AND PERMISSION HAS BEEN OBTAINED FROM THE TAX MAP 78 PARCEL 55A4 TC 54057 \\ I ''k1. / I TC5 ; 2 C542.32 _ - __ \ �„ - 1 5 h 6 D.B. 2503, PG 73 -76 COUNTY EROSION CONTROL INSPECTOR. FL 539. \... C542.48 P 1:. �` _ - 4' = P54 �\ �_ THE LUXOR, LLC PROPERTY AND o \ I I P542.15 1541.13 654 .22 546.88 R/W DEDICATION FOR TMP 78F -1 -A XTC 5.lk P 46.55 \ NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY TC 538.9 5� -_ -_ TELEPH T C54 ° �g� 1 0° +5� +0 ` \ + 4 5 55�c , �_ D.B. 3683, PG. 570 -572 (PLAT) LT g T 545.36 \ \ I G\ 1 c 1 � --- - - - = =_ \ NOW OR FORMERLY TC 538.42 I �` �. + P541 2 ° + ygti y9��8. - - - - TC54. °° �' F 55 STORM STRUCTURE SCHEDULE: D FL 538 39 I I S '0545.03 c 550.8 � Q +� +� /5�.yg ti \ P54 I \ LUXOR LLC \ ° h k$ D.B. 3687 PG. 302 ^� ° CONC542.32 �e �S e \ .: T 581. y °.�- 550.87 Al VDOT DI -3A WITH STEPS STD. ST -1 67 VDOT DI -3A T ^ :'~ I N h TC541.29 1541.61 0�� F��'S`'° o • 0��1 RIM 542.32 RIM 522.60 PARCEL ID: 07800 -00 -00 055AD �E� �, y'v _ g , G542.00 \ TC 44 92 \ 1 + �G �`,o 1550.5 ,0 6h INV 532.67 INV 520.00 540 P540.96 I \ TC544.79 \ \ F 50• 0E55 123 '� g�g`h° TC542. 0 1544 59 P .46 \ \ �� _ �' 1 A2 VDOT DOUBLE DI -1 WITH STEPS STD. ST -1 B7 A VDOT ES -1 WITH VDOT EC -1 PC 22, o \ I C U. h`'k RIM 541.39 INV 520.00 \ 100 0, k ti e;`' 542.2 I eti �� g' S 1. 1 \ \ 1528 P Po 20 = 0 J m G5 0 °c� + TC541.38 543.83 5,T• TC54349 5� \ 155 .48 F �' :.;> g TC54 .27 I + \ \ \ 1 INV 532.67 E 01' 1 a o 1540.80 TC545.15 \ es VDOT DI -3A 3 \ $ti \ 1ti O P5 1.69 I 1543.25 1543.41 \ \ 550:000 50- A3 VDOT DI -3A WITH STEPS STD. ST -1 RIM 522.72 0 1 ko h� W �':. I 0 ° P544.57 o \ \ RIM 539.60 INV 520.00 y96yy1 TC543.95 \ \ \ 549.000 INV 532.67 S�� I C542 11 +`' + �Y P543.37 kh \ \ 1 , _ 68 A VDOT ES -1 WITH VDOT EC -1 (61ti0 �o \ .! U I n �OGJ TC541.59 P541 53 + + °� I hag' 6 \ - - A4 VDOT MH -1 WITH STEPS STD. ST -1 INV 520.00 RIM 540.00 �G 5 Q ti P541.01 hg6ti I ti $ TC543.93 + +�Sg. 1 \ .* \ I NV 532.67 \ TC541.96 548 I- - • G 1 ti� v I 1 P541.38 ° y� e� 1543.35 TC543.88 a \ \ \ Q I P543.30 TC543.56 6547.39 5\ \ �� As VDOT MH -1 WITH STEPS STD. ST -1 �o \ TC541.32 47QOOS \ Q RIM 540.85 ��bge a° \ I G5 .70 5� P540.74 I 1543.23 TC543.65 ' I \ ` \ - INV 532.67 ° \ TC541.46 I 5 \ \ F Oo1 �1 y1� ,. TC539.94 P5 .00 P543.32 X46 g��b� h y"i S�1 F4" LA 1� 1539.61 96 P541.13 I N �\ a6 RVDOT DI-2B IM 541.00 WITH STEPS STD. ST -1 1540.00 5� I P543.81 \ 545 .000 1 \ INV 532.44 (IN) WATER VALVE "" �6 ;2D r 9k INV - 2�i3£ W + - o CA QOQ \ g �N INV 531.76 (OUT) i C 5 09 WATER VALVE \ RIMH 539.33 .� TC541.23 I 1 'S 1 \ ► 1 hkk5' f N N 5 V -53 s TC543.42 � ► c ° X" - o N TC539.60 1540.65 55 ti 544.0 \ F� A6 -A VDOT ES -1 WITH VDOT EC -1 ��y�$1 srue� �S� \�_. \ P539.27 539.94 g� + +��ti 1542.8 ��g TC542.43 - \� 54\4.00 °0 \ \ INV 531.45 cC� �5j a �� G538.�0 a -3 39.61 TC541.48 �� 1 I P542.10 543 \ F \ 1541.15 5bg� I 1�1 TC5 .72 .39 QQO \ r \\ NOTE: v I \ Tn g () h�ye TC542.95 TC542.52 S� k�' 1. ALL STRUCTURES REFERENCE VDOT STANDARDS UNLESS SPECIFICALLY NOTED OTHERWISE. J C540.00h C542.68 P542.19 2p� \ \ \F� \ 2. INVERTS SHALL BE SHAPED IN ACCORDANCE TO VDOT STD. IS -1. TC541.58 1542.37 A2 r \ �ti \ 1 P539.67 P542.3 h S r \ EXISTING C/L OF 20' -�,�'5 1 1541.00 1541.39 ¢� WATER LINE EASEMENT C 40.07 TC541.14 TC542.65 tit A �� \ \ D.B. 1076, PG. 24 h��111 10 01 G_. , F y1 P 39.74 1540.81 TC541.45 �y4 TC542.12 k /0 \ \ \\ \ STORM PIPE SCHEDULE: h5,b 4'b' 1 5�0 y ::::. ti 6k \ +� TC 40.20 1541.12 1541.43 + 54 6 h h `� \ 0\ (G G 5 y o1 5� 5k9 `�� y'16 *+ \\ P 39.87 k TC542.25 1541.30 42.01 TC541.90 s / \ Q y 5 G ��'6 yg k 00 �9 \ \ z TC541.77 P541.67 P541.4� 541.5 r \ a Al To A2 52' - 48" RCP ®0.0% 67 A TO B7 18' -TWIN 15" RCP 0 0.0% 1 k r \ Q INV UP 532.67 INV UP 520.00 / ® P541 TC542.43 / $� + C 4; 539 +y \ \ \ 0 INV DN 532.67 INV DN 520.00 5� a\ A4 TC542. 1541.85 11 / hy1 21 6540. 0 ° s�� \ \ �kOk A2 ro A3 170' - 48" RCP 0 0.0% 67 TO BP 48' - TWIN 15" RCP 0 0.0% cGg h� 9 ` TC542.23 P541. 54 42 116 C 4 3 r 5 \ G 5k k INV UP 532.67 INV UP 520.00 4G 5 k6y6 0 536• ( 41 • k 15 + 4 IP `�5 154, 55 ?o \ r \ F� ko`' INV DN 532.67 INV DN 520.00 • � '��- g 1541.65 g• '� • ti 84 + Qo � 1 5 k y \ G5 00 P 1.27 ��g' .y� �� h 5 �' TC5 2� 1b�6' \ �G1g A3 To A4 45' - 48" RCP 0 0.0% BS To BSA 24' - TWIN 15" RCP 0 0.0% `.: + ^� rQ 0 + +1.. ° 6 + 151.55 S36� \ \ 1 40- INV UP 532.67 INV UP 520.00 - \ 1 TC541:80 1:.. , .. o INV DN 532.67 INV DN 520.00 ��. o o��0 53 5. 2.45`...... :.yfi ... 5� \ I I I g - - - �k. 1541.:30 y .. :.:. b s...... -1C Q:: TC5 2.13 S3S + 1 I cc�k g A2 TO A4 150' - 48" RCP 0 0.0% 1+ :.. -7L .QOQ 5 0 0 INV UP 532.67 AG h�0 ,Y g� ;..:..:r5.. 1.87 P 41.63 \ �G 5 INV DN 532.67 J 5 k � � ; �; .:.. ''�• �'• .:. � ,59'05 534 \ V EXISTING VAR14BLE WID E `� 0� 2 ` S 6 5 h� �� 0 A4 A5 \"� / `� �, 1 OQ TO 102 - 48 RCP 0 0.0% ACCESS EASEMENT y . X \ Q1� ga'�g TW542.51 Er�rRY 5 00 INV UP 532.67 h • INV DN 532.67 TMP 78 -55D N tik ou, 1g \1 - ��$` :: h 5 : , 1 o B. 3683, PG. 570 -572 lg� 35. oe 5 �� / T 42-15. I h 533000 `° \ /�y�1 ° LOT 1 PLAT SHOWING SUBDIVISION FOR �1+ 5 ti i + G 5 TAX MAP 78 PARCEL 55A4 � k -51 i53� �y 5 `\ 1 4 ' \ �� ; 3$ tih DRIVE :541. 5 I - I G533.00 \ F� PLAT SHOWING As To A6 27' - 15" RCP 0 0.85% v / STMH + \ \ _ k- INV=5JO.49 • h �,1 rHRU -� ; I - I SUBDIVISION OF INV UP 532.67 THE LUXOR, LLC PROPERTY AND �� R1M =533.6 �,� l + �ko �s \. �C54�Zf0� - + TC542.39 S�2 Q \ INV DN 532.44 R/W DEDICATION FOR TMP 78F -1 -A \� / 11 \ yg y g . e 0 \ ��, - - - - 1 + ® - I 632.000 -537- TMP 78 -55A k 1 6J s. -a , ^� . 1541.89 I / A6 To A6 -A 37' - 15" RCP 0 0.85% NORTH PANTOPS TOWNHOUSES, 5 � � P541.5(� w r 6539.00 \ LLC. PROPERTY I c 5�yk \$ �' 5 h� y� 1 F cG +`� j 69�' i P�YGI uD h�11 BU I L D I N G A r I \ I h MARTHA JEFFERSON HOSPITAL EAST 0 INV UP 531.76 D.B. 3683, PG. 570 -572 (PLAT) �`F� y y��yN ro 04 k F� o \ �• I y� + / I MEDICAL OFFICE BUILDINGS INV DN 531.45 h� �ti 15 y- y o+ + \ + 4 8 3 5 G S F / 531.000 I / I D.B. 2503 PG. 73 -76 (PLAT) NOW OR FORMERLY 5 h ° 5 + hy`'y\s \ 4 .4 ' ti c \ \ . , TC542.39 ' LUXOR OFFICE PARK LLC \�6 a 1 c�/ y... �G a\ D. 0 \------- - - - -37 E"C P54-1-.89"", I _ I I e NOW OR FORMERLY D.B. 3833, PG. 022yl� STMH �� 5� y \ \ \ - - - - - �� J CATS 1 S3 ► �k� 6� , _536 THE MARKET PLACE OF VIRGINIA LC PARCEL ID: 07800- 00- 00 -055DO RlM =S .65 9 \ / �"� �� 0 , e TW541.89 - . 0.000 + D.B. 3120, PG. 408 \ J k TC541.89 PARKS \ INV =5336 0y :\ 5 5 1. 5. .. ± Mrr_� 529.0p I PARCEL ID: 07800- 00- 00 -055A8 \ ? g$ \ k P541.39 -, 20 STACKS - - -X�- Q \ �� TW542.51 i MECH. - �, _SERWG`E 528. 0��5�g FF =54266 - -YatD 1.5 6527.00 ooQ % �� N T. 19F `cP - `� \ \ ..•�..•..::: �.:.' 54.1: C LED I' ❑ ( 1 �� . 5 I _ _ =533.3 \ %�� o. �,: ; 1\� \ 54 .4 - - - - 52� 000 1 / EXISTING VARIABLE WIDTH T E �6 k +\� \ F EASEMEN NA YD 88 I �' -p is, 1 :y ti \ \\ \ As, �l, . 1 I 269 \ \ 1 ro� �� tig \\ 1 541 , 1 SANITARY 1098, PG. \ \ - C.541: .. 526.0p0 I ky D•B P.4 + P�40 541 85.. I'' 5h\5 \ L 0 EXISTING C/L OF 20' 41 :15 --525.000 TW5. WATER LINE EASEMENT D.B. 1076, PG. 24 �\ i 1 eL� g+� �_ 5 - - Q hk v cn i'� yk�ti T.B.M. A.GS.A. 1 SAi 1 �� ``• \ \ 524.00 I I G� k�1� TOP M. CURB EXISTING 20' \ I e s Ac IN \ P\ - + gS I Q - I h��' SEWER EASEMENT i \ \ \z� \ ; 2 I 1 534 \ ��h ELEV.= 533.53 SANITARY 1098 PG. 269 - 1 I \ RAFhC y ig _ 1 1 NAVD 88 D.B. PST) _ q33� \ 6 D.B. 1890. PG. 143 ( �s -� RIA4 530.75 �g� T �� SIGN I - - - - - - -77 X17 n,�0y INV.= 522.35 I \ .1 l Pq • L. / \ \ 5� / ASPHALT ��1 \ h I TING -1 NTRAL TEL . C . EM T X2.4 y _�- i \ g T\ 1 gh ' �1 AB 35, PG & 6 I EL.524.0 ^s(ACSA) i EX /ST /NGI C/L OF II 16 VA. FFIC g y g gh Sk/ TEL E. MT.1 rRO 5 , " I ti� ° h� 0 523. " a FieE>�o�uc �B/ 530, PG 29 I / \ 1$5 xr oL l�(s) N 41'15 31 - 1 14 h� P /N(S)F 5 W og MARK \ _ 532_ T SMH \ 1 \ + Q�F EXISTI GT /LZ7F lO' SEMEN 5� / \ J RIM = 527.80 + O 0 TEL TGPH. CO. E5MT. �1 C 0, SEWER F j09 �� / INV= 522.68 /j1 ��ti \ 1' o D. A54 -PG: -47 \ +� /� Pev - - - - �1P� y/rP �h� i1 28� + EXISTING 2 1815, PG' ➢, / / ti 4::r ti /" 5 TC 530.6 ASPHALT rn I - - - - - _ - .flQQ_ < '� 0I0 \ / mss. Gam. 1.8.7 - _ -V _S '- \ \ VDOT - i -� XTC 530.64 1 h52o INS.- ij4 -x`05 W 00 ti� �• 6 9 �� INV -` TRAFFIC / TR�FF - -Z _ i 5.24' g. 1 -g - - - - - SA M& - 7��' @� c�ROE� \ - -CO�d� _ a b- 3i'31'06" (FIELD) CENT' EASEMENT XT 530.21 ��j�y -« \ - - R1M= 527.63_ 9 tic - - Tc _ -�X - - _ _ EXISTING 15 1 16 "DI(ACSA B �"� - - - - - - - - - - - ) RW -201) - _ _ _ SIGNAL LE 2Q' (PLAT 51 XTC 53 . �; "yy(A A� 5+ INV / -' SIGNAL POLE 67 -A TC (VDOT PROJECT• 0250 - 002 -105, h WH /TE P/S :'': 0 �G1 �b ` -'g RCP F. ES - - - - - - - C 530.61 � - - -� 5 / 6 9� g y ,9iz2.76 - - - k• - B7 22.70 �` `g 19 61 / h °0ti 18" RCP 5� W E c �G 1� 1�1g CONCRETE SIDEWALK �y 1 y. 68 + ` -520- +5 b 1 h 0 6 5 5 5 z_ be - G - � 1g �5 °STM14 99 6j5 F� �I1 �( �G �G 1 �S$ ONG WAY LOC. �`20� 0 tit F� \ c 5 ° 5 g� �iv�� 2 (PLANS) 1 + D.I (3 RIM=517.17 SIGN 4G g9 V.- 25.29 11 �6 / / / hry�/ 5 AFV I ° 4G k N ,r- _��{ NV =512.39 h k k1 066 5 ASPHALT �G h�I�• y�1 °g l �k hgS 11 55 1 so, WH TE - �qG 1 1 CONCRETE SIDEWALK O h1g 1 15" RCP ASPHALT hry / w I 522. \ 4FV 1 11 �1g g1a _ SOLID WHITE PIS I ASPHALT MG g k �0, YY� 51 ggk y, NOTE. / DASHED WH7E PIS v 1a' HIS PLAN DOES NO3 G ARANTEE THE LOCATION OF EXISTING - -�- f- �?IqHMOND I l ASPHALT �1g 1 � UN�FD B�ROUND UTILITIES. CONTRACTOR TO DETERMINE 7 / / / / � OAD _,s�,q ��c Q - ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO v / 1p 0� / g /,z0 ° ASPHALT 1 V / • /OUT 250 I 5 X06 \\ MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGI R. A g6$g$ gti� h�11k01 /SOLID YELLOW P/S 516 k/ hip. b�c�jti6 ° / 5� ( RIABLE W10tj PUBLIC R yy ,ITT RlM5 19.01 1 - D g �cJ �ti h�ti1' �, ti gti 7 �k (VDOT PROJECT: 050 -002 -105 /) I I GRATE= 518.53 119 �1E sI� F G� - - 5 k ( , RW -201 I 1� 20 10 0 �8- 40 BEF GING CONTACT "MISS UTIL Y" AT 811. •( ti D.B. 1 132 PG. ) k k5 5 �G k6 169; D.B. 1136 PG. " h o0P 60aj �6' k1 STMH , RIM= 526.07 ti k. h (S.H.P.E XI 353) " I Scale in Feet 1 inch = 20 ft. 1� Q nOP yti �1' GRASS ISLAND h� INV = 521.47 U SIGN l G h� , PG• 104) I I �� O h��0�g INV =522 17 WRONG WAY F \0 AFV �5kg• 1 1� 0• �j " 11 ASPHALT - O F 1\0 �1 , $6^,1 I I ^ OoO� DOoD 0 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By 0 Mark Date By NLTH of � l J. GREGORY DO=D Lic. No. 13253 0 _0NAL � U co U i LJ� Q O @� N Q c N O� � o L U � a� o w z cn L U O O I 00 I0 0 N � o O r-- cD o 0 r7 STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia SHEET TITLE GRAD NG AND DRAINAGE PLAN DWG EDITION 05.9 REVISION 1 Job N o. : 22100 Store .03187 Date Drawn By H &D Checked By: JGD Sheet 0 v 3 0 9 3 a 0 PLANT LIST °j <Rwsq FX /ST/ ABBREVIATION BOTANICAL NAME COMMON NAME SIZE SPACING UANTITY CANOPY ALLOWANCE J66 j' LARGE SHADE TREES ASB Acer saccharum 'Bonfire' BONFIRE SUGAR MAPLE 3.5" CALIPER AS SHOWN 8 254 SF WOODED AREA � \ Ss> se, ss\ ssR\ NSW Nyssa sylvatica 'Wildfire' BLACK GUM WILDFIRE 3.5" CALIPER AS SHOWN 11 181 SF Z Zelkova serrata Green Vase GREEN VASE ZELKOVA 1.5 " - 1.75 CALIPER AS SHOWN 9 350 SF ORNAMENTAL TREES C - _ _ \ \ \ \ \ \ \ \ ss \ LOT 1 CV Chionanthus virginicus WHITE FRINGE TREE 6' - 7' AS SHOWN 6 125 SF \ PCT Prunus cerafera 'Thundercloud' THUNDERCLOUD PLUM 6' - 7' AS SHOWN 10 143 SF \ \ \ \ \ \ \ \ \ S PLAT SHOWING Ma nolia grandiflora 'Little Gem' LITTLE GEM MAGNOLIA 6' - 8' AS SHOWN 6 82 SF SUBDIVISION OF LARGE SHRUBS TMP 78 -55A BTHP Berberis thunbergii 'Helmond Pillar' ELMOND PILLAR BARBERRY 30" MIN. 2' O.C. 30 5 SF /M!��- _ SMH - \ \ OFD AQ =� \ \ = �S59_ 5382s �� - �OODED - �11ARTI A JEFFERSON HOSPITAL EAST EJGS Euonymus japonicus Greenspire' GREENSPIRE EUONYMUS 30" MIN. 2' O.C. 27 18 SF �A'1 - TOEC Thu a occientalis 'Emerald Green MERALD GREEN ARBORVITAE 3' - 4' t4' O.C. 41 10 SF - -L_ �\ — _ _ MEQL�A1= OFFICE BI DIGS T.B.M. f \ ��es `� _ / - \ \ �__ �D-.B- 5M-P&- � p�jso TOP OF CURB MEDIUM SHRUBS - \ a "sruB - __ _ _ _ ` ` ` 58 C re Surf IS - � � � - � �_� _� ` �(�'� .��, ELEV 553 AXGK Abelia x grandiflora 'Kaleidoscope' KALEIDOSCOPE ABELIA 12 "/ 3 GALLON MIN 4' O.C. 62 _ NAVD 88 CCSS a opertis clanodensis 'Sapphire SAPPHIRE SURF CARYOPTER 12 "/ 3 GALLON MIN. 3.5' O.C. 69 T�iE -M E�LA- E- OF-VLRGINK -LC HRS Hypericum 'Red Star RED STAR HYPERICUM 12 "/ 3 GALLON MIN t3' O.C. 82 -DR. 3-120,,M.-40$ _ - ICST Ilex crenato 'Soft Touch' SOFT TOUCH HOLLY 12 "/ 3 GALLON MIN. t4' O.C. 94 - NDM Nandina domestica 'Muraski FLIRT NANDINA 12 "/ 3 GALLON MIN. 2' O.C. 135 \ ' - - - ` - 'R> > � -P78W _ � EXISTING C/L OF 20 �0 - - �08 - - 6- - OHG Osmanthus heterophyllus 'Goshiki' GOSHIKI FALSE HOLLY 12 '/ 3 GALLON MIN. AS SHOWN 31 ' - ��.� -- - ° GROUND COVERS /PERENNIALS WATER LINE EASEMENT yy�� _ _ — ° - — X555- ( �. •011� 3 �� , \ \!�� ~YR ` -- `_` ` � �_� � ` � � \ � � — � � D.B. 1076, PG. 24 ,, ` / / - _ - -- - - - -554- - HDL Hemerocallis 'Red Hot Returns' ED HOT RETURNS DAYLILY 1 GALLON 24" O.C. 168 - + Aft. � _ 53- - LMPI Liriope muscari 'Peedee Ingot' PEEDEE INGOT LIRIOPE 1 GALLON 12 " -18" O.C. 485 LMWN Lamium maculatum 'White Nancy' WHITE NANCY LAMIUM 1 QUART MIN. 24" O.C. 165 - \; 0!fu.00`(PtqT)- 1 ( / I ES (GREEN SCREENS) - \ LSMW Lonicera sem ervirens 'Major Wheeler' M OR WHEELER HONEYSUCKLE 1 GALLON PER MFG. PER MFG. RECOMMENDATIONS RECOMMENDATIONS LOT D : -/ � - _ � _ � .. ... .::....... � � ,�NT_uN � � _ _ ��_ � p 1 - L / 2 EXISTING 30' PLAT SHOWING SUBDIVISION FOR \ � / � •; _ ``� ` \ % ':: MLG 1 � .:' � � � � \ LMPI 21 1". / IN RESS & EGRESS \ � ., .''. / / NSW HDL /14.: � � '� � � � \ \ \ \ __ EASEMENT TAX MAP 78 PARCEL 55A4 / D.B. 2503, PG. 73 -76 \ / AXGK /3 CCSS /3 `. C '/3 4j� IVSWf1- / NOTE: THE LUXOR, LLC PROPERTY AND o >' / CCSS /3 ASB /1 / ALL SITE PLAN INGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH R/W DEDICATION FOR TMP 78F -1 -A � � \ ,� TOEC /3 ML 1 � �� \ -� - �- Z- - �\ \_\ _ / �_,, ' f,. ASB /1 I-- __ -_- -- AND BE MAINTAINED AT MATURE HEIGHT THE TOPPING OF TREES IS PROHIBITIED. NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY I T \ \ \ - _______ s- TELEPH INE %q)I HRS /..15. :: ; H S/6 � � � \ \ 1 / _ , NT LINE ' ' D.B. 3683, PG. 570 -572 PLAT ' PED71AL T . ' CV /1 / �� i 1 \ I I \ I I = =�_ SHRUBS AND REES AHSLL BE PRUNED MINIMALLY AND ONLY TO SUPOORT THE NOW OR FORMERLY = s o q); cT /1 \ IC J I I I I I I I / OVERALL HEALTH OF THE PLANT. \ LUXOR LLC D.B. 3687, PG. 302 � I -- -I /3 -- ICST /3 �s9 LMPI 0 _ I PARCEL ID: 07800- 00- 00 -055AD t�E0� W ^ ' .. CCSS /3 ° \ 540 � __ -. + LMPI PGCESS 2123 0 0 0 `� + NDM 1 \ \ \ LANDSCAPE CALCULATIONS \ f 100 G 12 HG /1 l� 0 � p Q� 0 5 \ E�is�ip g. 15285p1, Pp. 2 \. Q CST I\ fifiT- + OHG + PARKING LOT TREE REQUIREMENTS + \ \ 1 TREE PER 10 SPACES + \ \` NUMBER OF SPACES: 63 NUMBER OF TREES REQUIRED: 7 I CC ASB /1 NUMBER OF TREES PROVIDED: 10 Q s SS /3 �� PARKING LOT LANDSCAPE COVERAG RE UIREMENTS MLG \ f H /17 LM 1/107 ICST% I Z/1 — \ \ �-' PARKING LOT AND ACCESS AISLES: 22,998 SF N \ oti Vol; I AXGK /11 \ ICST /2 \ I \s \ I h COVERAGE REQUIRED: 1,150 SF °) CST /3 COVERAGE PROVIDED: 1,482 SF �6 4 %) I Z/1 PCl/ �S/1 \ z (AREA SHOWN IS FOR TREES AND SHRUB AREAS WITHIN PARKING LOT a / Z/1 I ICST /5 \ \ I \ \ I Q AND DOES NOT INCLUDE TURF AR S WITHIN PARKING LOT OR Q \\ I 5A HG /1 ICSP /4 I LMWN /7 \ �\ PERIMETER PLANTINGS AND STREET TREES) CCSS 3 - \ 4" LA WATER VALVE SMH T/1 WATER VALVE \ RlM -5 33 ' • % srue CCSS /3 \ toA LK WN /41 I OHG /1 \ OHG/ OHG /1 I OHG/ I low II I I + OHG + PARKING LOT TREE REQUIREMENTS + \ \ 1 TREE PER 10 SPACES + \ \` NUMBER OF SPACES: 63 NUMBER OF TREES REQUIRED: 7 I CC ASB /1 NUMBER OF TREES PROVIDED: 10 Q s SS /3 �� PARKING LOT LANDSCAPE COVERAG RE UIREMENTS MLG \ f H /17 LM 1/107 ICST% I Z/1 — \ \ �-' PARKING LOT AND ACCESS AISLES: 22,998 SF N \ oti Vol; I AXGK /11 \ ICST /2 \ I \s \ I h COVERAGE REQUIRED: 1,150 SF °) CST /3 COVERAGE PROVIDED: 1,482 SF �6 4 %) I Z/1 PCl/ �S/1 \ z (AREA SHOWN IS FOR TREES AND SHRUB AREAS WITHIN PARKING LOT a / Z/1 I ICST /5 \ \ I \ \ I Q AND DOES NOT INCLUDE TURF AR S WITHIN PARKING LOT OR Q \\ I 5A HG /1 ICSP /4 I LMWN /7 \ �\ PERIMETER PLANTINGS AND STREET TREES) CCSS 3 - \ 4" LA WATER VALVE SMH T/1 WATER VALVE \ RlM -5 33 ' • % srue CCSS /3 \ toA LK WN /41 II I own low II I I LMWN /1 ICST /2 1 \ \ - TREE CANOPY COVERAGE REQUIREMENTS: NSW /1 TOTAL LOT AREA: 60,963 SF LOT AREA \ I \ OUTSIDE O192OFO(10 )ND EXISTING EASEMENTS: 51,192 CCSS /3 CANOPY CANOPY PROVIDED: 9,274 SF 18. %) (CANOPY AREA PROVIDED DOES N T INCLUDE TREES PLANTED ADJACENT TO \ \ I PROPOSED INGRESS /EGRESS EASEMENT AND AREAS OUTSIDE PROPERTY PCT /1 OHG /3 \ \ \ \ BOUNDARY LINES NOR ANY EXISTING TREES) ' F / TOEC /1 \ \\ LANDSCAPE GENERAL MOTES 3 CCSS /3 ' 1. ALL LANDSCAPING METHODS A.1,41) MATERIALS TO BE IN ACCORDANCE WITH THE n 16 \ CITY OF ALBEMARLE COUNTY ONING ORDINANCE AND ALL APPLICABLE LANDSCAPE EX /STING C/L OF 20' / : \ "� ) .,\ � \ �. � \ \ \ ORDINANCES. WATER LINE EASEMENT )' Z/1 D.B. 1076, PG. 24 AXGK /6 I OEC/3 �/� z/1 LMPI/21 \ \ 2. ALL PLANT MATERIALS ARE TO BE WATERED IMMEDIATELY UPON INSTALLATION. n8Hl \ PLANTINGS ARE TO RECEIVE S PPLEMENTAL WATER AT TIMES OF LIMITED RAINFALL OHG /1 HDL /1 \ \ i DURING THEIR ESTABLISHMENT PERIOD. \ \ICST /2\ \ LMWN /12 / % I \ \ - \ e 3. ALL PLANTING AREAS ARE TO RECEIVE A MINIMUM COVER OF 2" OF HARDWOOD low / T \ / \ MULCH OR OTHER ACCEPTABL MULCH MATERIAL. \ _ s� PCT /1 Z/1 NSW /1 4. LANDSCAPE INSTALLER IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES j ICST /9 ( + + + S C¢ 14 \ / \ \ \ WHICH MAY OR MAY NOT BE SHOWN ON THIS PLAN. IF CONFLICTS EXIST BETWEEN NUL G 1 \ + LNMPS 2 \ PROPOSED PLANTING AREAS A D ANY UTILITIES CONTACT ENGINEER OR LANDSCAPE ,P \ + + 1 + + + HG /6 DESIGNER. I..:... - \ � '` . . -;: :; . • ::: - � -. LNAPI':69:.::;. x`:13: 5 ° 000000 ,vo,o,00eeoee ° °o, °oo ° ° °o °e,ee . • ALL PLANT MATERIALS ARE TO BE WARRANTED FOR 1 YEAR FROM THE DATE OF COMPLETION OF INSTALLATION. ANY REPLACEMENT PLANTS SHALL BE ADDITIONALLY WARRANTED FOR A PERIOD OF 1 YEAR FROM THEIR REPLACEMENT OCSS/ ASB /1 • ENTRY / -\ 6. ALL PLANT MATERIALS SHALL ONFORM TO THE STANDARDS SET FORTH IN THE EXISTING VARIABLE WIDTH / NDM /31 OEC/ . - I CURRENT EDITION OF 'AMERICAN STANDARD FOR NURSERY STOCK'. . • BTHfP 1 C N N � " ICST 5 -- ACCESS EASEMENT � /; . X / � \ � � ` ` �"`. / - IC 2 0 TMP 78 -55D N B. 3683, PG. 570 -572 9 `� Q\ • BTHP /1 / \ PLAT SHOWING SUBDIVISION FOR ° \ do I / / mw /1' / cO \ ASB/1 LOT 1 7. PROVIDE TREE PROTECTION WHERE INCIDICATED. SEE TREE PROTECTION DETAIL ON L -1.1. TAX MAP 78 PARCEL 55A4 s�, �y3" \ \ / LSMW : N ; / HDL /12 / \ PLAT SHOWING \ ~ H THRU. 3 THE LUXOR, LLC PROPERTY AND s R1M =533.67 \ \,� ?CT/11 :\ �,.' + + __ = =__� _ — _ ;:. Np /13 �� ); — —%— 1 SUBDIVISION OF R W DEDICATION FOR TMP 78F -1 -A / INV= 530.49 \\ o �:� Cv AXGK /3 '~ — — — ® _ — , -5 TMP 78 -55A LANDSCAPE DESIGN BY: / LLC. PROPERTY I \ \ / ICST /5 \ \ c� B U I L D I N G A Q) / MARTHA JEFFERSON HOSPITAL EAST NORTH PANTOPS TOWNHOUSES, 1 J� _ PLAYGROUND / I 1 I MEDICAL OFFICE BUILDINGS D.B. 3683, PG. 570 -572 (PLAT) r P PCT 1 HG /2 NOW OR FORMERLY 15 / \ P�44 1 / I l I � D.B. 2503, 1 I 4 8 3 5 _G S F- / Q PG. 73 -76 (PLAT) L J ► Q NOW OR FORMERLY LUXOR OFFICE PARK LLC ICST /6 - a . S BATS - -�- - 10/15/13 ( 5�� s \ CV 1 I THE MARKET PLACE OF VIRGINIA LC D.B. 3833, PG. 022 \ / \ \ ' + + L - — J I -53s- D.B. 3120, PG. 408 / - _ KATHRYN . MOORE, VLNA #987 DATE PARCEL ID: 07800- 00- 00 -055DO NV 53.39 I \ / ��+ 90�' s� HG 3 + + LSMW 8 63 PARKS BTHP /3 HDL /1 I NSW/ / �ARCEL ID: 07800- 00- 00 -055A8 Z �. IC CCSS /6 - - - - -� I \\ CV + + LSMW MECH.I 2 0 STACKS NSW - S�RW(`E \ to �2 ;. 5 \ - L J BTDHP /5 LSMy NDM /49 YARD - C ISELED O I \ > > .o \ N� EL = 533X63 \ . �,o °o. �' \ HD \ �535- I �, � \ LMPI /19 ,, HR 20. I � I / EXISTING VARIABLE WIDTH NA D 88 \ 6� ` ' \ \ HDL 10 l ' `.. �l /74 0 �/2& : ICST /23 I SANITARY SEWERAS�69 NT .. I . / /1 098, / I E 1s' I D.B. DB PLANT LEGEND TO€>5 P;LS, - B'fTiP I I �Wj HDL /15 EXISTING C/L OF 20' I I I I '�, �� 5�\ 5 2 \ EJGS �� — — ► \ NSW /1 3 WATER LINE EASEMENT �\ > \\ BTHP /51.. LSMW ,l. + # I I /53,�� 6 NDM D.B. 1076, PG. 24 i I I ti' L \ - _ -- + I / A.C.S.A. \ T \ = I + T.B.M. i - � '- A � - - - _ - EXISTING 20' EASEMENT \ AXGK/5 I �ss4� ELLEV 533.53 SANITARY SEWER FA C _+ I .098 P�269 + h � ZRA FL PI NAVD 88 DB. 1 43 (PLAT) QNTRL� D.B. 1890, PG. NSW Oii SIGN T/NG 1 NTRAL TEL . C . EM T / \ ASPHALT _ i SEX /ST /NGI C/L OFII 16' ITA. AFF /C I D.B 35, PG. & 6 - - \ \ ASB TELE. & �TGPH. Ct7. SMT. I C TRO GK /8 5 D.B 530, PG. 29 \' B TRA C , ■ I , " / -1BL7t-�C -532 - i / I / \FONT OL 5 31 14 W O AXGK OHG / N: / SMH �X\ ✓ Q\� X /STl Z /L -D�0' 83' 5 -S�o .,s(ACSA �-'�- ER EASEMENT ° o�� / \ % R1M= 527.80 '�:;• \ O, �P ELE. TGPH. CO. EOT. - �/ �� e Q� 11 1 , / / a/ — — BTHP W A lNV= 522.68 \ I Q - ZO' SE G 709 N i \ oti D. 4¢q -PG 47 P- - - - - (STING 15 P ' D. / i / o'� _ _ �' B..Y13 G. - o EXISTING B• 1$ � I � \ \ � '2�sr�� ccss -- - -- — — — / I ASPHALT I A� \ 5 �-- - - - - �� 50.x. �1 a -_ - -v $ '-� VDOT -- -� - -_ 32`05 > PCT IN = TRAFFIC -/ �� TRAFF - ��- O "W 5, ' - J ^ - - - _ - -SMH - - CONTROLS _� 7OA*T - CV / _ 16 "DI(6A) RIM= 527.63 1- - --BeX 24 (FIELD) _ STING 15' CENTEL EASEMENT I \ - TC B - - - - SIGNAL LE - - _ -5N -31 �06" W 5.20'(p�T s - ) NOTES: EXISTING RW -201) 16' DI(ACSA 16 »W(A A� INV•= - - - -B�re- TC - - - - - - - - - (VDOT PROJECT. 0250- 002 -105, ;— \ -�—._ sicNAL POLE - - - - - - - _ _ _ - -522- - THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND TOEC WH /TE P/S �:' j8" RCP F.E.S. ` Q EJGS �� \ —.x•76 UTILITIES. CONTRACTOR TO DETERMINE ACTUAL L CATION AND DEPTH OF ALL —520- UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS XIST, NOTIFIY SURVEYOR. O HDL � 1 i CONCRETE SIDEWALK _ - GN - RIMH o.99 oNCQ-X- roc (P�NS,52o_ BEFORE DIGGING CONTACT "MISS UTILITY" AT 1- 00- 552 -7001. ( HRS V = 525.29 / �/ Div -�* O OHG SIGN ASPHALT / / / - I � LMPI - - SOLID W CONCRETE SIDEWALK Cp LMWN HyTE P/S - _ _ // _ LSMW Z J / / ASPHALT / SOLID WH/TE P/S I ASPHALT MLG h DASHED WH7E PIS h/ I / T P /- - RX-) /l�/iQ/�/o ,�o _ I ASPHALT TREE PROTECTION _ AD l BOUT STATE ASPHALT / � l \ / - / (VDOT PROD BLE W10H PUBLIC RAW) ®'� 250 — \ /SOLID YELLOW PIS - / (D B 113 PROJECT. 02150-002-105, RW -201 I 1� 20 10 0 20 40 — y J 2, PG. 1 09 1136, ) N paP / RIMH , / (S.H.P.B. XI D.B. PG. 353) " _ Scale in Feet 1 inch = 20 ft. O \ti Q \(OP GRASS ISLAND RIM= 521.47 O , pP lNV= 521.47 WRONG WAY 104 lNV =522. 17 I ON 1'� ASPHALT 41 --- I h l O\tioP ASPHALT II 3 I AS �ooO D 40 0 : 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By 0 Mark Date By U co U i -6 N O '� � � o Q i U .0 N N � � � O � w Ln Zco LO O o / o O� c� 2 CD CD r7 STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia SHEET TITLE LANDSCAPE PLAN DWG EDITION 05.9 REVISION 1 Job No. : 22100 Store :03187 Date ;10 14 13 Drawn By KMM Checked By: JGD Sheet 0 No J9, \ Js **' �ONCR`�ES /D�yq�K 52 8� °G SE/Q /iY + + S�2 \ _ WOODED AREA 30 � �__� \44 .71 43 - 4_1 - -�_ + LOT 1 PLAT SHOWING 51 R500.00' SUBDIVISION OF + TMP 78 -55A -ivv 538 _ _ SMH ARC `� _ WOODED MARTHA JEFFERSON HOSPITAL EAST 8526.00 , r _ _ ARC' MEDICAL OFFICE BUILDINGS -- ______ 52 / -- - � 30 - ____ / -___ -_ D.B. 2503, PG. 73 -76 (PLAT) R500.00' _ T__ I - , _ ` NOW OR FORMERLY R25.00 - -_ 1� - _ , _ THE MARKET PLACE OF VIRGINIA LC - _ 51 ? D.B. 3120, PG. 408 R25.00' S� `- PA Q, 07800- 00- 00 -055A8 EXISTING C/L OF 20' WATER LINE EA SEMEN T _ l - - - - = =- - D.B. 1076, PG 24 PIN(F) -___ -- - - - - -- --------------- z 32 - 8250.50' 30.54 34 43 � �� // LOT D -- - -__ - - -_ -_ I .,. �..� R3.OQ' . � - \ ".:. __ i 30 EX /ST /NG 30' PLAT SHOWING SUBDIVISION FOR R3.00 3 _ ; ° ESS f EGRESS TAX MAP 78 PARCEL 55A4 \ I ' I 27 ^ ��,; / 51 -- -- �B. 2503, PG EASEMENT THE LUXOR, LLC PROPERTY AND I :,.. I / - - -__ -_ _ R55.50' -'� _ 73 7s R/W DEDICATION FOR TMP 78F -1 -A TYP. 26 43 - 52 --- --- - -- --------------- -- -- -- 20 / R5.00' NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY I •;:..I I 825 0---- -- ---- ------ - -- N TELEPHONE � � D.B. 3683, PG. 570 -572 (PLAT) PEDESTAL ❑T 32 R251'00 + R224.50 J NOW OR FORMERLY I s 38 18 J 3 \ LUXOR LLC 25 30 D.B. 3687, PG. 302 � oo 'n ^ + 34 43 \ PARCEL ID: 07800- 00- 00 -055AD sEME�1 I R3.00' 17 8.4 -i '` ' 43 R5.00' GCEss x,123 o I + ^ 2 p, ,9 83.00 I J5 / ' \ G 100 P PG' 12220 I o / /1, 52 Osl g 152801 PG � o 0 0 � :::: � X ti �oO ® / C � R3 00 \ G 6• ` ` L� 7 SP CES ® 10'X18: 38 w \ 0 � .:I I v 6 TYP. 855.50 , R10.00' , oo R5.00' TYP. 6 R2.00' R10.00 ' o 40 TYP. I,5 I N TYP. 40 Ln Q Q N R4.00' 7 82.00' TYP. 40 TYP. 6 m Q I a 810.00 12 SPACES ® 10'X18' \ o N N I 10' 40 TYP. o +4° LA . 1g, X g INV. - 532.631 , + w N I WATER VALVE SMH W / 1$ O0 12.67 J 1 WATER VALVE u M M 20' 6 1NV 53 9 20.0 R200.00' 11. 1E STUB \' ::, . \ d 120' / w ? O N R1.00' 12 SPACES @ 10' 18' N R 5.00 i 6 TYP. / 1 4, / / s 813.50' + - EXISTING C/L OF 20 / \ '� 82.00 1 TYP. 6 40 R5.00' j WATER LINE EASEMENT 30 \ \ � 40 TY 88.00 9 o TYP. 8 29 TYP ' 38 810.00' / D.B. 1076, PG. 24 \ \ ® 82.00 N 27 83.00 83.00 i D�IHl 6 TYP. 7 7 83.00 R10.00' 3 TYP. 6 3�I21Q � a R1 _ 46 / \ 32 1'2',' 3 SPACES °O 8' 8' 8' 3 SPICES ® 10'X18 R1 .00';' 31 i \ \ TYP• 26 ® 10'X1 8 33 °°°°°°° ° W / 1 e 5 R200.00 + 4 13 > .O ":.:I.. .:. ENTRY •�' '21::.. I � EXISTING VARIABLE WIDTH \ \� 3:3., . 43 14 • ENTRY TMP 78 -55D ACCESS EASEMENT ys .. \.: °: N B. 3683, PG. 570 -572 J �' P� • l / s o ::: :' •._ ...:::..: M .. i LOT 1 PLAT SHOWING SUBDIVISION FOR . I \ + ti 2.00 Q. o0 J. TAX MAP 78 PARCEL 55A4 1 \ \ 27 DRIVE I PLAT SHOWING N + y , �n _ THRU II / SUBDIVISION OF THE LUXOR, LLC PROPERTY AND RIM =533.6 - R/W DEDICATION FOR TMP 78F -1 -A lNV= 530.49 \ r'o. `so ® - I TMP 78 -55A \ �� BUILDING A 6 MARTHA JEFFERSON HOSPITAL EAST IORTH PANTOPS TOWNHOUSES, LLC. PROPERTY 41 c \ ��, PLAYGROUND D.B. 3683, PG. 570 -572 (PLAT) p \ �, 12 2 MEDICAL OFFICE BUILDINGS NOW OR FORMERLY ,5 \ 4, 835 G S F / 82.00' I D.B. 2503, PG. 73 -76 (PLAT) LUXOR OFFICE PARK LLC L------- - - - - -J Q NOW OR FORMERLY D.B. 3833, PG. 022 3 \ 116 SEATS i THE MARKET PLACE OF VIRGINIA LC STMH PARCEL ID: 07800- 00- 00 -055DO RIM 533.65 �9 °s P 22 12 D.B. 3120, PG. 408 INV= 530.39 y \ ' r0 6 3 ARKS + + PARCEL ID: 07800- 00- 00 -055A8 20 STACKS i SERVICE METER_ , + , MECH. R2 .00 \ \" YARD a�� ' ��A • o � o Z X � 10 0.� \ 24 I � R487.50' 50' 7 T44- 39 O 3 VARIABLE WIDTH EXISTING ER EASEMENT • SANITARY SEW PG. 269 ,� �'o � � •. \ � D.B. 1098, DC241 30. R20.00 I '�� I NV -'. 2 4.64 4 "IN • 37. EXISTING C/L OF 20' \ / !��'� 3p 2y SZ \ > PlN(FELEC. B ' R3Z.00' 48 48 f + + WATER LINE EASEMENT \ \\ ',o �+� s� (N`1.;> \ Ea 3 R50.00 6 D.B. 1076, PG. 24 i j L + s Z 844.00 27 - I 20' A.C.S.A. LO I EXISTING 27 25 SEWER EASEMENT SANITARY in 28 � 1 D.B. 1098, PG. 269 CONTRIOL �~ ; - - 49 27 - ,\ - 850.00 - - - - - D.B. 1890, PG. 143 (PLAT) 5 / ... ox T sicN 50 TYP. 26 + rn \ EXISTING 15' C NTRAL TELE. CO. EASEMENT qs r 'EXISTING C/L OF 16' VA. \ AFFIC T D.B. 1135, 60 & 66 - TELE. & TGPH. CO. 4SUT C NrROL / D.B. 530, PG. 29 B IRA F i P/N (S) °' 83, MARK / eoxr oL N 41'15'31" W ° 141.25' FIBER -OPTIC _s --- I EXISTING 15 + 1 / EASEMENT RIMH 527.80 + \S + O, �PQ�� TELE.I & TIL OF 1 ' VA. Q�� B. TEL EA PEG.EN 9 R512 50' T \:.:.. 0, SEWER p9 �� / INV= 522.68 ti D.B. 460, PG 47 O P� �P + (STING 2 15 PG' v / 1 + ,4P �o O (H.P.B. Xl, PG. 104) + , EX E 1$ , I + �� 12. NO B. 1138, PG. 467 -4 9 500.00 o o. ASPHALT + �CSAJ - ACSA) R489 00" ti�Pe 2 + GV1,, S. C.O. N `5 ?OS8 INV' 52084 �- VD 8512.50' _ N 32'05'08" TRAFFIC 5.24' I SMH �� CONTROL 11 a ° N 31 °31'06" W (FIELD) - 16 "DI(ACSA) + RIM= 527.63 + BOX W _ EXISTING 15' CENTEL EASEMENT 201) 16"DI(ACSA)_ T� +�� + INV =Sjg'29 Tc -a° E 5.20�(PLAT) (1/DOT PROJECT.' 0250 -002 -105• WH /TE P/S �w�+ 6�iACSA) SIGNAL POLE 18" RCPT F.E.S. 52 + 18 RCP = TE CONCRETE SIDEWALK GN 52 + + RIM= 99 STMH 52 °°o.. ONG 6 "W APPROX. LOC. (PLANS) + 0. NV = 25.29 PL SIGN 43 10 ASPHALT O 51 43 CRETE S /DEWA v SOL /D WH/ 30 CON L K ASPHALT N 30 3 830.00' 48 SOLID WHITE PIS 41 ASPHALT RZ.SO' R30.00' NOTE: DASHED WHITE PIS i //V THIS.PkA SNOT GUARANTEE THE LOCATION OF EXISTING 1 HMONp ROAD _ sT ASPHALT UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE - - - - - ,q �-�c /90lJTE ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIO o ASPHALT (VARIABLE WIDTH PUBLIC R 50 MOBILIZATION. IF CONFLICT_FS XIS�R}OTIFY NGINEER. SOLID YELLOW P/S (VDOT PROJECT: 0250-002-105 �W) -Y® D BEFORE DIGGING CONTACT "MISS UTILITY" AT 1. (D•B• 1132, PG. , RW -201) � pP STMH ( 109; D.B. 1136 PG. 353 � NT Q OPT GRASS ISLAND RIM= 526.07 I I a I (S•H•P.B. XI, PG. 1 O4)' ) �� - 1ti0p1 01 0 0' 0 NT INV= 522.17 SIGN a� I WRONG WAY C ASPHALT I 1 I I A I .t 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. 1' ASPHALT REPLACEMENT ALONG PROPOSED GUTTER PANS. MATCH TO EXISTING PAVEMENT. 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. �ooO o � 0 5200 Buffington Rd. Atlanta Georgia, 30349 -2998 Revisions: Mark Date By 0 Mark Date By L Mark Date By U � U � o g @ T OU = Q 0 w Ln z M � Ln O� � o cn (D CD CD STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia SHEET TITLE LAYOUT PLAN OPTION 1 6 -25 -13 CONTROL PLAN DWG EDITION 05.9 REVISION 1 Job No. : 22100 Store :03187 Date Drawn By KMM Checked By: JGD Sheet 0 Chick -fil -A TMP 78 -55A2 78 -10 78F -85 78F =79 1932 �` 188078E -180 � ` 45978E -135 �� v \19491945��. ;1924 �78F =179 78F'809I' ' " .78 F= 7 =7�78F =133 457 78F- 01_ -32 811B 78y -78�"/ 21x76, i 1935 7$F- -134 78F- 01 - -30 7,8F'68 ---�- 495 '• 78F -A / _ 1556 78F-65 2165 192378E -69 \ �.. 228F- 01 - -29 �78A- 9678A.99 78A- 10b2275 78R- 1492279�78A-98, 78A�110�i 2287 /�� 78A -101 78A`111' / ''. ` ' /229 Legend ( Note: Some items on map may not appear in legend) 0A—R'� a�RES �487 78F- 331552 �- 78F -63 2163 481 �� /� 191x71909 I 1 216878 F- 01 - -28 `` �. =31 1542 + .' �+ ,,r • 78F-64 21159 78F- 01 - -27 78 -12 78F- 321�g•7, 78F -40 78F =60, __�. 491 � 1536 + 2160 y '�" 547 1528 J I 7.8E =58 2155 215i8'78F �U1 - -26 432 =47 f 7$A- 1.2078A -122 , > ^ 1 , \r2297,�` 1567 i 78A -118 . , r 78A16 � 2294'' 1573 t /�� 78�A�117 t78A -130' ES,A,o„ �o,�aNM�, S 'H Tw ®P6"�E s,A,oN ®P� oEn E ®aE=REAr�RaasM 8SC— o >o Pore 78 -12A 78F -30 - ! T/ $ 4678E — 78F-0,1 - -23 1543, ,- 1518 r78F -57 2153 { <440 424 78F�153978F =23 1514' ,42a78F -55 21527.8F- 01 - -22 78F-1 78F -24 152/ 419 t �. - 78F- 01'= 8- 214478F- 01 - -20 �3 32332778E 1523 78F N+ v i2304�� \j 78A- 1262308 AA-el -6 -52417 r^ '' ft.I - �78F -2r J 7,SF- 01'- 921387,8F- 01 - -21 441 -. +337 �� 4� ►� ��-* 78 F- 01 - -19 ' P 78F -4' ! 78F- 12�78F -16�_ 78F -01 =11 2.136 78E`734`345 4553591 X '� �) 78F- 01 - -16 .'� 78F -8 78F- 01 - -13 2132 8 -73A2 ¢�y `78F 10 L -1 si0 78F '14t78F 41 - -15 I j i 250 1538 `— 78F -01 - -A 225 78 -12B 314 2 j 78 -55 -6101+ I 1405+ .- =AC -- i -- ^ ` \ 1410+ 78 55 101 +.. r 8 162 1 78 -76 �� Q 44W 78-55D2/ /7E - 55A "�:::, / 1420' T 333 2.1.1 2 �.. - _I ,-p � r. 233 236 \ .1430 78 j -74 241 �0.,..., 235 238 78 55D rr �qQe�� 0� 250 143 2�3r7. 240 V 239 244 M:78 241 78 -05A2 243 24�6r 24 �.. y 78-75A 7$ -75 Depar.tment.of;MotorNy hid 245 8 �78 55 A8 2 ;1249 165a Panto P s f Q t 0�78,55A6 n 92 89 90 y, 2 05 0+ y i 78 -7x2 �� 'li 87 - 78 B+ O, 88 -75 tea S V 78; 0 A1+ 255 76' 85'' isr 86 O 257 z ,, C9 78 -55A9 1470'�'y 'S'ppSR��84, 78-61'. \ n �, 1652 78- 20G4220 ��y / D C 259 261 80 263 f � r O �� w i O .0 y > J 'l G 90 ' -265 281 -279 78 =62 " .-+ 26.T+269 j 27752777 78 -2003 X co �P 2 Qj 15 r Cp�1 4 78.-204± I 1 f � * / sy 78=63 ...., 9 �/ 13221 2 ,J 78 -20C 8- 101A %QyF �opS�MTN:R4] w7+� 288 ft� 1704 v Qe� 78 OE A[e o2y GIS -Web -20K 78 -64 78 -�..— — __: =� -55A7 78 -55A1- - - - - g Geographic Data Services www.albemarle.org - 206 1550i (434) -5532 Map is for Display Purposes Only • Aerial Imagery from the Commonwealth of Virginia and Other Sources December 30, 2013