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I J 1 1 y' �' , I \\\\\ 1\\1\! /1 \ I 1n 111111II1'I111111 I \\ \\ / \ * - P< o . ,P,a P, ll I l / 1 / 41 I\\\ \\4 1 I I I 1 4 / I I \II ! i l \ I illlllllllll\Illl \ \\ /�\ // o'o� �.. 1 I I 1 1 1 1 1\1 I DROP INLETS I I I llilllllll\ \ \\ - - - - \ / / _ � i 1 I 1 I I I \\\\l & - ! ` I I \ I I I I I I II I I I III \ `1 - / ,q / / / 1 P- / I I I / I / I I / I 1 \I1 \ °� D.I. #1 TOP ELEV= 499. 55' / 1 I / \ 1 Il l I l l l \ \ \ / / / L a ,, Ir o I 61 1 1 1 ! 1/ / I 1 // \ 1 '' 1� I ��\F,c, INV.OUT=490.00' (24" RCP)- `� c�F, \ / I �1 1 l\\ \ \\ X \\\ \ � \ \ __ \ / \ 1 / // // "' a o <o i I 1 I ( I I 1 NORTHWESTERLY COR. OF D.I. `*Y \,P I I // I / / \\� \\\� \\\\ \l - \ \ I I / / / ^ - tr)I I LC I / I I I I I I I \V11 N INV.IN=490.15' (24" RCP)- Q4 1 I / / ,LL- -_-- I J/ /IIII \\\\�\\ \_. I / / I I c7 �- 1 / / I 1 1 I I 1 Z 1 SOUTHERLY END OF D.1. PFiP\JF i/-// i I--- -- =` ��-1 JI \\ �\ , \\ - \ ` I \\ \ �� - �?6�c-___ > ., / 1 / 1 I / 1 I I I \ `� 1\IIII I - �.� - IIII-` � is \ \ _ _ � � • ! ) / / G I I / I 1 ;td l �jII 1 1 D.I.#2 TOP ELEV= 497.28' - / / 1 1 (\ \\ \ 1 \\ ��� � - �-� _ ` I \ l \", - - - - - > _ _ / / / / I I I I I - I 1 N \ r \I INV.IN=492.47' (15" RCP)- 1 \ I I \ `:+ �� \� \ \ - \\ \\ \ -. \-_ // / / / // I P9- / (I I / l 1 SOUTHWESTERLY END OF D.I. I 1 \ 1 \ `\ \ \,' \\• \ -\ \- � -�&-ti / * / 1 \'\ \I / INV.OUT=492.05' (24" RCP)- D.I.#8 TOP ELEV=514.49' 1 I I \ 1 \ 0 1 \ \\ - `,_ "I \ / / / 1`�p� * / I / I II I NORTHERLY END OF D.I. \ \ \ \ \ /' / / / / � / I 1 1 INV.OUT=510.91' (18" RCP) \ \ \ ( \ \ \ / / / I D.L#3 TOP ELEV=504.34' D.I.#9 TOP ELEV=513.68' \ \ \ \ \ N 41 \ \ \ �-' / / l / /' / I \ Y j \\ I SITE R/O MAGIs TER/AL D/STR/CT ALBEMARLE COUNTY, VIRGIN/A TAX MAP 45 PARCEL 83A, PART OF 109 & f09D ZONED HC/EC THIS SITE /8 SUBJECT TO PROFFERS INCLUDED IN THE FOLLOWING REZONINGS, ZMA 85r-17,, ZMA 87-07. VI CINI T Y MA P SCALE: 1" = 2000' TOPOGRAPHICAL B BOUNDA R Y INFORMA TION PROVIDED BY.• HURT & PROFI T T, INC. 2524 LANGHORNE ROAD L YNCHBURG, VIRGINIA 24501 PHONE.' (8041 847-7796 X FAX (8041 847-0047 BENCHMARK SET RR SPIKE IIN VEPCO P.P. #AI-8, 50" RIGHT OF C/L OF ROUTE 29 SGUTHBOUND LANE. ELEV. = 487.75' (USGS DATUM) INV.OUT=499.52 18 RCP)- / / P \ INV.IN=499.63' (18" RCP)- ( ) \_ W Q > -/ / / RC WESTERLY END OF D.I. TO HEADWALL 1 _ z \ \ \ \ \ g / Q Off• �\1/' / / 15 I li I \\I\ I\��1' INV.OUT=499.5i5' (18" RCP)- INV.IN=499.81' (18" RCP)- - o \ \ \\ \\ \ \.1$ I r / // // // / / / / 1 //( \IIIII QQ �, Qp � EASTERLY END OF D.I. FROM STORM M.H.#1 D.I.#15 TOP `-`____- \ \ ELEV=455.65' _ - ` \ \ l , - / / I / / IV (3 D.I.#10 TOP INV.IN=448.76' 24" RCP _ \ \ \ \ I u -' _ - �_ - � _ ' N 1 /' - - // / / /Q I 1 °\� D.I.#4 TOP ELEV=509.30' ( ) - %v \ \ \ \ o l '� / - / ELEV=462.77' INV.OUT=448.28' (24" RCP) \ `--- _ QQ�e \ v 1 / - .'O� / \ / INV.OUT=506.2'6' (18" RCP)- O -�- RQ \ I G, � EASTERLY END OF D.I. INV.OUT=453.17' (36" RCP) -l- �K / I - Q - \� \ �3 // "? �/ D.I.#16 TOP ELEV=489.23' - _ (75. O I I ( - / -1 - - - - - / - \ D.I.#11 TOP INV.OUT=484.12' (15" RCP) Rom) R�� \ \ \ I ! ! -'O / _ - D.I.#5 TOP ELEV.=512.09' � - - I - = ` _ _ - - - _ G� \ ELEV=488.17' \ \ \ \ T - D.I. #17 TOP ELEV. = 500.49' �__ - - - 0 INV.IN=509.67' (15" RCP)- INV.IN=480.61' (18" RCP) INV.OUT=497.08' (15" RCP) �--�� - \\ o� ,/ 1 � 1 \ \ \ \ III Z � NORTHEASTERLY END OF D.I. INV.OUT=480.57' (18" RCP) D.I.#18 TOP ELEV=508.80' 0\. -� _ _ _ o �1 0' 'I- \ � \\\ \\\ \\\ \\ �� \ \ \ \ D.I.#6 TOP ELEV.=509.92' D.I.#12 TOP INV.OUT=504.54' (15" RCP) 1 INV.IN=507.64' 15" RCP)- ELEV=478.99' / �-- 0 ( ) TAX MAP 46 -PARCEL 93A ` - _ _ SOUTHWESTERLY END OF D.I. INV.IN=471.88' (18" RCP) D.I..OU#19 TOP ELEV(15 RCP NORTH 29 COMMERCIAL LAND TRUST INV.OUT=507.54' (15" RCP)- INV.OUT=471.68' (18" RCP) INV.OUT=514.92' (15" RCP) ZONED PDSC NORTHERLY END OF D.I. D.I.#13 TOP D.I.#20 TOP ELEV=519.02' \ it ELEV=455.03' INV.IN=512.92' (15" RCP) 0 \. BENCHMARK 0. D.I. #23 TOP ELEV'5" RC) SET CHISELED " " ON ? TAX MAP 45 - PARCEL 93C D.I.#7 TOP ELEV.=509.96' INV.IN=441.23' (36" RCP) D.I.#21 TOP ELEV=508.96' INV.IN=483.34' (15" RCP) THE NORTHEAST CORNER � RICHARD OR MELBA ATKINSON INV.IN=505.59" (15" RCP)- INV.IN=504.18' (15" RCP) OF DROP INLET. SOUTHERLY END OF D.I. D.I.#14 TOP D.I.#24 TOP ELEV.=509.96' 00 ZONED HC INV.OUT=505.35' (18" RCP)- ELEV=455.68' D.I.#22 TOP ELEV=500.02' ELEV = 499.99' INV.IN=504.28' (18" RCP)- VETERINARY CLINIC NORTHERLY END OF D.I. INV.OUT=450.14' (24" RCP) INV.IN=495.77' (15" RCP) INV.OUT=502.98' (28" RCP)- d 0 01 DA TE: A UGUST 10, 1995 STORM MANHOLES STORM M.H.#6 STORM M.H.#1 TOP ELEV=514.24 TOP ELEV=482.38' INV.OUT=502.02' (18" RCP) INV.IN=468.89' (18" RCP) INV.IN=509.02' (18" RCP) INV.IN=469.30' (,18" RCP INV.OUT=468.54 (18" RCP) STORM M.H.#2 TOP ELEV=511.51' STORM M.H. 7 # INV.IN=497.86' (28" RCP) TOP ELEV=457.08' INV.OUT=497.82' (28" RCP) INV.IN=448.28' (24" RCP) INV.OUT=443.13' (36" RCP) INV.IIN=443.38'(36" RCP) STORM M.H. #3 TOP ELEV=507.34' STORM M.H.#8 INV.OUT=484.84' (36" RCP) TOP ELEV= 475.41' INV.IN=492.84' (28" RCP) INV.IIN= 469.31' (36" RCP) INV.IN=484.64' (24" RCP) INV.OUT= 469.21' (36" RCP) STORM M.H.#9 STORM M.H.#4 TOP ELEV=475.85' TOP ELEV= 483.01' INV.IN= 449.25 (36" RCP) INV.IN= 472.82' (36" RCP) INV.OUT= 449.15 (36" RCP) INV.OUT= 472.72' (36" RCP) STORM M.H.#5 STORM M.H.#10 TOP ELEV=456.77' TOP ELEV= 484.25' INV.OUT=441.87' (36" RCP) INV.IN= 474.70' (36" RCP) INV.IN=451.27' (18" RCP) INV.OUT= 474.46' (36" RCP) INV.IN=441.87' (36" RCP) (n z O ) > w Of LOWE'S COMPANIES, INC. SEPTEMBER,1995 COPYRIGHT ALL RIGHTS RESERVED W O J co ul co W C4 U z C 0 0 m 3 z x 0 m W !> V J W 0 � ocl000,Q J LL_ < 7 /`^ NV l.J- .:jU> U w LL. I J J > wo> D F- I /'\ J F- J z ( ) V 6% w F- 0 ~ W 3 z 0 = W Q I U m 0 to w z Y i Q w x x = a U °" Q SHEET su-1 CvvsPw1 10/19/95 09:41:47 o� U0 0 Q 3 `D a I W o w dQo aV) x F- 11 Ao 1 11 It GRAPHIC SCALE I,��� IJ J/'�� II 111 60 0 30 60 120 240 I " G / / o Z o �I i I I r �--� r 1 954" E/ I II I I v �* ( IN FEET) ,�\�—___ '___ �\ 1f9.24' / ij�IIII l I l I `� L II / /i �\ 111b I inch = 60 ft. TAX MAP. \2_I CE�Mg-= '__ ti=�\\ \ / Co I RI O ASSOCIA �T P SHIP \\ � / '191. �-- — —� = 11 IT (� II h 54' 1'00"/E 413 3' �/ 1\ �i � �\ 4S/ �l1 IIII 1 1 UN ERGF�OU (GAS L / / / / / \\ \ o / 1 '(/ 1 � \P cr ORM Q CPC /' / � \ - - j ; _ __ _ 1 \ \� / )/IIII w --3T 6"�� � --- �•-- \ I / _ AS �1� - ,- /// / - - `'f'+;4 ' /' / �\ �/L"/� «EA E NT \ \ \ 1 ^ 1 S 29'38'00" W 49.45' __� ��/i//�c`/ 1 f45.93 77 _ _ 1. \\\ �\ } \ TAP - \ ►.� /�//l/% l / l/i'/ / �—\\ 0 i _ /\' / / / / / 1 / 1 III I ' / / // / / — — — — _ —_ ___ — —_ _ \ \ \ 1 III \ \ \ \ It II//\\ \ \\\i � 111 111�1, 1 II \ \ \\ \ \\\\ \ \ \ \ \ \ \ IIII \ \ \ \ \ \ \ \ \ \ `11 \ \ \ \ \ \ \\ \ \ \ \ t/E E,�/�T/NG NORM SEN�EIQ \ 111 A\\ \\\��ii%�///i/i/ \\ // \\\ \ \ \ \ \ \ \ \ \ \ IIII 11 k. INSTALL N STORM_ E; V R c• ; - _ \\\ \ \ \ \ 11Q - (III P o 04 \ \ /� i i///i // \ \ vim'/% // i// 1 1 L�-� \ \ ._ `-�\ \\\ \\\�\\\� \\\\ \ \ •c" \ 6' \ \ \ �w\ \ \\ \\ \\ \111111I \ \ \ \ \ Q \ \ \ \ IIII \\ \\ \ \ \ \ \\\X\ 11 1 1 \ \\ \\ \\ \ \ /\IIII}1h1 1---\ \ \ \ 1 \ \ \ \ \ �`\\\\�\�\� /ill' 1 /-- - - -- \ \ \ 1 \ \\ \ \ \ \ \ \ `\\ <�� , i MAP 45-pAR6E!_109�\ 11 -----__ LO%{�E.S \\\\\\ \�\\� OF-VIRGINIA EMPLO%E� ZONED-HC' \ //I _� /-- .-�I �� - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ � J I 1 I I IIII ) // / �_ Q / l / / �� eta` � \ \ \ oQ \ \ \ � � �. - I 1 1 I I I / / / o, - 335.A -- / it \\ \\\ ,, \ '� , _ _ / / I I �� II W' I IIIIIIJ�\ \\ 1 / \ \/f / -fA � / \ -- __ III Jl `111I1� \Q -- =_-- \ �� \ i I I I 1 1 I I IIII / _ I \ \ \\ \1 f- \\I \\\ \\ < - ' \ _ \ I \ I I I I / / I I 1 I I I �``� / / /�I I I \\\\I\ 5g"I I 1 1 \`Y� h� /' 1 yIIIIIII 1� \ \ \ I I 1 \\ , _ -/'ri / - \ ` \ \ \ 1 \ I I 1 I \ \\\\ \\\\� - / r/� ., \-_=_�_===----- I I I 1 0p / I 1 I // / / IIII I I I I 1 I I gtllll \ \\ -///\ _ '\, �_� _ _ �-1-� 1 I I 1 1 1 -Q-? =_ - _=__- k ;o I I ! / \\��\\--__--- ---- --- �� \ _ _ _£�``-I_ I -I / - - / /. / / / / / / / / 1 1 \ \ \ 1 \ \ 1 \ \ \ \ I I + I 1 1 I 1 I 1 J / / / / / / / I \bA� / /t Nllilll \ \ �II _ - - ---------- - _/ ��12/�l 11 III I \\ \ / I // // -_-_ _-_------________-- /_/ / / I I \ \ \ \ \ \ 1 \ 11 1 1 I 1 / // l / l V IIIII I IIII r \}\\I \ \ // !l IIIIIII I ;= _ _ == _ _ _ -_ - _ = _ � - _ _ __________- q / / / / I I \ \ I 1 1 1 / / ZAtE Y I \\ �{/lilll111/Illllll I 1 i 'z`-z==-_ _=___— _- ______ ____' I \\ \\\ IIII 11 11 1 l / i IIIII I I \ \- / I - - - _ I 111 1 // l \----------- — ——__---- — / I ���;� �N \\ ���� / / / )III BENCHMARK m __/ l/llllll+ 1 IIII \ \ \ IIII 1 //------- —-----=— --- �\\\ \ l ` \, \, \ \\�\\ �\\� / I ll I L —_\ �C?���\� // r IIII Ill SET BM - CHISELED "O" ON CONCRETE BASE OF C -\` \\\ \ \� \� �__�// LIGHT POLE NEAR NORTH- // � II N � �� � � \\ _� \\\� ��\��\ \\�� J _ y EAST CORNER OF LOWE'S III \ O _ ',;� , ," > f I IIII III /o ) 111 I I 1111111/ll/Illll I I G� MAIN BUILDING. IIII l i 1 I\% l l 1 Q l l IIIII 111 I I ll l 295, _.\\\ \�\�\\ \\� �� /\ �\ IIIIIII \ I (IIIIIII i II II llllll � I _ 3' _ / � \ \ \\\� � \ \ \\\ \ \}1 ELEV. = 509.58' 11 I I \ \ \/// I! I IIII I1 / l o \ P ���` \ \ � IN, ' I I + I \ 1 \ I � 1 I II I I ll I I 1 111 JII II I ✓° INSTALL I TEMPOR C' <�� P 0 \ I I \/ 1 1 1 I I o v 1 \`\ \\\\ \ \J 1 53 Nlll III I ll II rl \ p� �G r 16' ,r//GHHAN[/� 1 \ \y QG I I \\\\\\ \ \ \ \ 1 W 26.50 \�G \0\ FEIIICE. G\ 5� I \ \ \\\\ \ , \\\\\\� \ \ \ S 32'33'23 llllllllllllllfit, 1 / � !llllll \\. ////'f�� 1111/11/111111/111 / l °- O " /e•- I I o I I �,,� I 1 1 1\\\\\\11\\ 111 1}� I I / //r ' 111I1111 I I111 / l l 1 I o;° ► I + I I �I / 1 \\\\\\\\\\ 111 11�/ �-, _ I III \-----/// Illll II ll ll l r / ^ '� 1 1 I c.; / -• I I o �� J I \ \\ \} I / IIII /ir \ l 111 ll lllllllllJll / I G / \ C?I� I °; Os\F- \0 \CDG �-- IIIII /- �� \\' 11111111llllllllll� 1 /\y P. G.�'\\ I ll ; i �1 I I i / I / II 1 1 ,- 4 , 75.1 / I I 1 ! 1 I 1 I/ I III �� .; �, /%^\\\\ IIIIIIII1111111111 i /\\� �9 °,< I / / II I I 00 — 5.0' N� \ l I I I I I 1 11 IIII \\\ �Iillllllll111111 l l INS TEMPORARY \5' 1 \ / I 1 I`��` I�H CH,�NLINK - �._ - O\-'A� I \\ \- -� 106 FEN / 1 I \ \ \ �iii� : I �Illlflllllllllll / 9 I\ f oC�\\\ \ 111 / �. I I J I I I \ `\�\Il r,, � 1� J (Illllll IIIII I I � �I I I 1 o N 176 \ ° \ I �I`1IIIIIII�I Ill I \ \~ /f>= 1 a\ II Il j j 1 r 1 I1\11 11�1� 1 1 � I+ I I 8 THK. STONE i {y ` I / I I I I I IIII I IIIII I \ IN GRASS AREA y'r \ , — — ,� �.a . , ',a . , I \ / / i I IIII III II III \ \ \I\ 1 �EMOVE E. TING /CURB AN© GUTTER-'�'v_ '< ° O 1 1 1 I I / 1 I 1 111 1411 �Cl' P\� �J� ' I / � /} � - - - _ _ _"�- �1 / ) \\ �\ \\ \ ► I c � - \ � I ! I I 1 I I I , do 11� >�lgg3- _id I llllll I\' I11 SITE RIO MAGISTER/AL D/STR/CT ALBEMARLE COUNTY, V/RG/N/A TAX MAP 45 PARCEL 93A, PART OF f09 8 f09D ZONED HCAEC TH/8 SITE /S SUBJECT TO PROFFERS INCLUDED IN THE FOLLOWING REZON/NGS, ZMA 85-17,, ZMA 87-07. VI Cl/V/ T Y MA P SCALE: 1" = 2000' TOPOGRAPHICAL & BOUNDARY /NFORNA T/ON PRO KDIED B K HURT & PROFI T T, INC. 2524 LANGHORNE ROAD L YNCHBURG, VIRGINIA 24501 PHONE: (804) 847-7796 X FAX (804) 847-0047 DATE AUGUST 10, 1995 BENCHMARK SET RR SPIKE IN VEPCO P.P. #AI-8, 50' RIGHT OF C/L OF ROUTE 29 SOUTHBOUND LANE. ELEV. = 487.75' (USGS DATUM) u �3 /> _ / COR NS' // / i �5 C I I II11 I v��y 50 (75'R/K') DRIVE ` �. AMW \ I \ TAX MAP 46 — PARCEL 93A NORTH 29 COMMERCIAL LAND TRUST ZONED PDSC _ z d BENCHMARK o\ SET CHISELED ON THE NORTHEAST CORNER OF DROP INLET. ELEV = 499.99' TAX MAP 45 — PARCEL 93C RICHARD OR MELBA ATKINSON ZONED HC 1 VETERINARY CLINIC o` CONSTRUCTION SEQUENCE PHASE 1 11 INSTALL EROSION CONTROLL MEASURES PER EROSION CONTROL PLANS 2/ INSTALL TEMPORARY FENCE. 3/ REL OCA TE 2' GAS MAIN. 4/ GRADE NEW BUILDING PAD. 5/ CONSTRUCT NEW BUILDING, RETAINING WALLS, STORM SEWER, AND UTILITIES. 6/ SIX (6I WEEKS PRIOR TO OPENING NEW STORE A/ REMOVE EXISTING ACCESSORY BUILDING. B/ REMOVE EXISTING PAVEMENT AND CONCRETE IN YARD AREA. C) REGRADE YARD AREA AND PAVE FOR PARKING. 7/ COMMENCE PHASE 2 CONSTRUCTION SEOUENCE. SITE DA TA DURING PHASE 1 EXISTING STORE OPEN 70,000 SO. FT. EXISTING PARK/NG 335 TOTAL NO TE ANY UTILITY WORK AFFECTING EXISTING STORE SHALL BE DONE AFTER STORE OPERATING HOURS. CVVSPCPI !� '1 10/20/95 09: 21:42 Q `*) DSIXTY N z O Ln LOWE'S COMPANIES, INC. SEPTEMBER,1995 COPYRIGHT ALL RIGHTS RESERVED co co 00 (V U z O 3 z x 0 m W V J W /1 0 w C .. LL_ Q z U z � :-j- U > J (1 U < J O w 0 > F-- U Qf �nV)F- C/) (J / w W 0 (f) LLJ 3: a� O z _ U Q _J U m Ld � w Z y > Q W c _ p U Q SHEET C P-1 OF t 71 II 11 1' I1 II II 11 u 11 11 11 11 11 11 11 11 1� t' 1 1 1 I 1 11 \ 11 11 ►I 4 11 11 11 , 11 I 11 11 II 19 �M 11 I IN 11 �j2.01 IF ,I't M 11 I 11 1, IN II 1/ u Ii W 1 II u I; >_ N „ cl. IN N i 1 n � n u tl I - I u ca 11 11 11 ram'' n , " 11 r 11 I, I n II u , „ „ u u u t1 I1. � tl n 1 It 11 It '1 1 53GO. 11 It it 'I ,1! II I i 1 1 11 n 1 1 11 N , I tI I� N 11 li 1 „ 1; 1 q tit , r 11 II ` /1 1' n iI 1' �' ' I II 11 ji � 1 n II 1 n n ,, 1 11 11 u , I 1i �1 I n n u t I ,1 dl ( II i 1/!, I ® ' PP I JP I h N'1, 1 1 GRAPHIC SCALE I ----------------------- �I _ . I, ' t ,' o ��; � �y -----r----�- 0oj=1 � J it 0 30 so 120 24,0 I o ' r 1 �I o Z — — 21 — — -� �` I 1` 5 $�54 E _� N_%j i 2�t�C ' 100 I` Oil OARCEL 109 OQ`P\�� `�_ `__� �— - -_ _-1.- - - - - - - ------- TED PARTNERSHIP P� ��19� HD J _ » " - -- S 54-01'00" E 1 - -- �' 413.23' ALLEY 4,23.13"� 0 / • ==o� ; Ila, O GAS LINE �i' ► y O - G' i 'n i� a w� �O' Q� UNDERGROUND N a P ��\ SEWER ESMT-C1 �a\�h �6 _18 _ RCP p M i'- v b SAN.& STORM y\ - F o �60 CESSP. E �_-__===�5'===,=="i1 '� S 44 E Q� R -�-"--''S�p68"�'" INV NOT AC,.0 �p-�''"--gu-P �'---_- ' it 11 OWNER / DEVEL OPER LOWE'S HOME CENTERS, INC. P. O. BOX illy NORTH WILKESSORO, NC 28656 (9101 651-4000 ENGINEER LOWE'S HOME CENTERS, INC. P.O. BOX iffy NORTH IWILKESSORO, NC 28656 (910) 651-4000 EASEMENT FOR �1------- _ _ _ 4+;4g N» �� -�-5p ENT. _ -" �11 S 29.38'00» W DETENTION POND/ t<6� r __ __ / ACCESS EpSEM __ - �` 011` 49.45' STORM SEWER + , \�P� 11 145.93'JW_i► '• :N t'1 60 N 5� . 1i..� —� �1 1, _ �►'�' ------ --- --`" �Q �Q - — — 279. ,�.04. - u _ ��.. 379.73'__----- - -''\ -'k�l S 605 ��» E =50.64r ♦ -- _ _ L� O 1 Ls88.101 \ it { 1 20' STORM SEW.ESMT \ -�(T I QQ ,t`* (14 N 19'56' 16 " E \ ' 93.45' IL IL 3:1 3 ` W SL OPE g '%. �" 20 i I , / 1 � 512 \` T - ---- ' ''1 G Pa 1 - .SS ----- � O Li �p0 51L25 T. C. 5 B.C. ` t < cr 511.25 T.C. •r 3. � 525 510.75 B. C. SL OPE ' _ 1 FINISHED FL OOR 1 ' ELEVA T/ON : 512.50 I' TAX MAP 45 - PARCEL 109C LOWE'S NAA" - ► 1 �i' ,�% UNIVERSITY OF VIRGINIA EMPLOYEESZONE VACANT I �, se��'� ��� r-+ �QGO Q ' IM QFO 0 - N 1 JF � or1� I , SL OPE VD f 1 E l I BENCHMARK 1 1 SET BM - CHISELED "O" ON CONCRETE BASE OF LIGHT POLE NEAR NORTH- EAST CORNER OF LOWE'S MAIN BUILDING. 1 ELEV. = 509.58' CID 9 - S 32'33'23» W 26.50 O `ryr4,=�' 1 It ^i , TEMPORARY EDGE OF 1 SITE B R00l( 73(12, R� Xl RIO ROAD WEST RIO MA GIs TER/AL D/STR/CT ALBEMARLE COUNTY, NRGINIA TAX MAP 45 PARCEL 93A, PART OF f09 dr f09D ZONED HC/EC THIS SITE /S SUBJECT TO PROFFERS INCLUDED IN THE FOLLOWING REZOIVINGS, ZMA 85-17,, ZMA 87-07. VI CIN/ T Y MA P SCALE: IN = 2000' TOIPOGRAPWAL 8 BOUWARY IWORMA TION PRO HVW B f� HURT 8 PROF/TT, INC. 2524 LANGHORNE ROAD L YNCHBURG, WRG/NA 24501 PHONE: (8041 847-7796 FAX 1804/ 847-0047 DA TE.- AUGUST 10, 1995 CONSTRUCTION SEQUENCE PHASE 2 1) CLOSE EXISTING STORE/OPEN NEW STORE 21 INSTALL TEMPORARY 6' HIGH CHA/NL/NK FENCE. 3/ FOLLOWE/NG WORK TO BE ACCOMPLISHED /N APPROX/MA TEL Y 30 DA YS A/ DEMOLISH AND HAUL OFF EX/STING BUILDING B/ GRADE NEW PARKING AREA. C) REMOVE TEMPORARY CHA/NL INK FENCE D/ PA VE AND S TRIP NEW PA RK/NG AREA 4/ REDO EXISTING PARKING AREA AND ENTRANCE. SI TE DA TA CONS TRUC TION PHA SE 2 NEW BUILDING OPEN 125,253 SO. FT. OF RETAIL USE,A' 0 ©/ 2_ 02 PARKING AVAL/ABLE DURING CONSTRUCT/ON 537 TOTAL .• �a 5 0' PA VEMENT O O ' `�� BENCHMARK SET RR SPIKE IN VEPCO P.P. #AI-8, 50' RIGHT OF G �Oj n r �� C/L OF ROUTE 29 ro ^� N ' C` �� l SOUTHBOUND LANE. �7` r I a . - � �� ,1 G• 0 G 1 Y ''I' ELEV. = 487.75' O� (USGS DATUM) L__f►_� TEMPORARY 6' HIGH CHA/NL/NK FENCE It if 1 ' f e to ag _ toll17,6' i 1u') o N-77 '��.•//I 1 ` �tl t11 , `n /2/ TEMPORA R Y —� ' 1 / 12' W/DE SWINGING TEMPORA Y�lE4GE OF`Gq u 1 PA VEMEN —' — _ o , I 1 -- _ _'--_——_'�_1��►M_ _ -, _ ._ /1 I „H _ — Jf +tj I. 6 ` 77 'L'=yet_ A.L l - C M �` _ — — — i / 15'_RCP ="- '+ 4pr to Jl " It (75' R/►v) DRIVE on -am 8194 u ----- ---= - 11 , TAX MAP 46 - PARCEL 93A / -~ `� NORTH 29 COMMERCIAL LAND TRUST -;1 ZONED PDSC -T------------r-------- - -- SHOPPING CENTER ' 1--------------------------------`L�. BENCHMARK SET CHISELED ON >, TAX MAP 45 - PARCEL 93C THE NORTHEAST CORNER nI �� RICHARD OR MELBA ATKINSON OF DROP INLET. ELEV = 499.99' ZONED HC + VETERINARY CLINIC 1 1 1 . 1 Q 1 1 L EGENO EXISTAVG CONTOURS 510 PROPOSED CONTOURS 510 EXISTAVG SPOT GRADES + PROPOSED SPOT GRADES 51128 TOP OF CURB T.C. BOTTOM OF CURB B.C. EDGE OF PAVEMENT E.O.P. FL ARED EAV SECTION F.E.S. PUBLIC ACCESS DURING DEMOL I TION OF EX/S TING Am BUILDING In Z 0 V) LOWE'S COMPANIES, INC. SEPTEMBER, 1995COPYRIGHT ALL RIGHTS RESERVED W O J u) Io 00 N U Z o N 3 z X 0 m W r� V LLJ o W Q ., O Qf Q LL- QCL z z Q U > J IQL U Q Li LL- LL- 0 w o U Q� FO V) cn F- D cn ^ W f- O W o zo= U Q U c co 0 0 W LLI Z Y > O Q a i w U W 0 Q Lli SHEET XREF: CWSPGB XREF: CVVSP89 XREF: CWSPBs —2 CP XREF: CWSPOB CwSPCPz 10/20/95 14: 01: 57 nxTY OF 2 ou.4L x 1- GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) nch = 60 ft. I 240 I I I \I 215.00 TAX MAP 45 - PARCEL 109 0 ASSOCIATES LIMITED PARTNERSHIP ZONED HC IICJJ • I cn N 1 Q I ; II 11 0fO I Z1 11 1 1' � IP I it ,_�-_-___--- _____=__t i------------------------ S 54'01'00" E BOWLING ALLEY 4'23�3as 5 413.23' 42 1 `I 6 LL7 4V461 1 _ d0LI , i. \_ N SEwE R ESMT 3 1'1 • o rn r, STORM r J o, O & _ cl I S 44.48:17" E SAN — 08•• � � — � � � �c�9 1n. 154- g' S 61*p0�- 9g. \ _ = EASEMENT FOR DETENTION POND/ 11 11 11 /, S` 53'59�54" E 19.24' Qz I S 29'38'00" W 49.45' STORM SEWER 14 - - --- " - 5 N 52_00'25" W — \ 1 �� __----------- --- s �QE \9 " i— — — — — 279.31T — J �r 379.73 - E / AW96'40'04' `---- - 5.00 20' STORM SEW.ESMT \\`` �Ob r / N 19'56'16" E 1 C> z 1 / 93.45' _1 NEW 24' CURB & GUTTER 11i / / / / 1 R 1100' II /RETAINING WALL ---_� HEAVY DUTY ASPHALT 4' HIGH SCREENING �� R=1B8 PA PING /SHO *N SHADED) `, WALL - \O f 2 11 , � / 3 64' 11 � 11 I + 1'I it 1 11 I 1 I 435' II 11 1 n n kill ` 11 11 u n I 1 n 1 0 TAX MAP 45 - PARCEL 109C L O AL IS Al 11 11 UNIVERSITY OF VIRGINIA EMPLOYEES u ZONED HC 1 II , lilt VACANT 11 11 In Itl 1 11 11 I n 11 11 LtJ' ,1 1 1' n � 11 11 , II u 0, 1 it ' 11 11 N I u 11 ' G ot 1 S6 -,1 --__ -� 11 w 35, 8 -- 11 03 - 11 I /, 1!I 11 1 A 11 I II ' 11 it ; 11 11 11 1 II , n _N C _ 11 t 35 J3`- 11 I I) 11 1 II � 11 ll op II I i it IZ 0 1 11 3 r l6� y 11 I 11— n U V I 11 i � 1 • y � .Q I 11 1 '� •�0 ,AL C 4 �cAto y W 1j 1 ® w �1 I / 39'56'14' goo R:110' I ' 75 \ 1 `� �30' BUILD/NG SETBACK R= HEA VY DUT�P-AARMA4_T i P -P-,-V/NG /SHOWN SHAD'�DIy = R_22' - - _ _ IA_' PARK/NG SETBACK ` r 41t _ft t, STOP S/GN —RETAINING WALLS HEA VY DUTY ASPHAL T PAVING /SHOWN SHADED) 4' HIGH SCREENING WALL EX/STING DRIVE TO BE REMOVED TO R/W LINE 3 N 1, M , to , j•j + N I 1 U1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 1 1 1 11 1 1 1 1 It 1 1 1 1 1 �Q� 1 1 1 1 1 1 1 1 S/TE RIO MAGISTERIAL D/STR/CT ALBEMARLE COUNTY, PIRGINIA TAX MAP 45 PARCEL 93A, PART OF f09 & f090 ZONED HC/EC THIS SITE /S SUBJECT TO PROFFERS INCLUDED IN THE FOLLOWING REZONINGA ZMA 85-17,, ZMA 87-OZ SITE NO TES 1) ASPHAL T PARK/NG L O T TO BE STRIPED WITH 4' WIDE PAINTED WHITE LINES UNLESS OTHERWISE NOTED. CONCRETE PAVED AREAS TO BE PAINTED YELLOW UNLESS OTHERWISE NOTED. PAINT SHALL BE SHERWN WILLIAMS PROMAR TRAFFIC MARKING" 2) CONTRACTOR SHALL COORIDINA TE AND COMPL Y WITH ALL UTILITY COMPANIES INVOL VED IN PROJECT AND PAY ALL REOUIRED FEES AND COSTS. 3) ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 41 ALL RADII SHALL BE 4' UNLESS OTHERWISE NO TED. un Poo Cyr'' � N 1 1 1 VDOT 1 --- CONCRETE DRAINAGE PAVING EASEMENT II L-- ' 1 1 1 1 1 ' 1 1 1 1 1 1 1 1 1 EXIS/TNG PERIMETER CURB & GUTTER TO 'I REMAIN - 7777 SEX/S/' S 32'33'23" W 26.50' SP , r - SAACES -11 —T 9 ACES Fx/ST . 1 �ACE.S r \\1 EXISTING PAVED AREAS i I \�� THAT REMA/N WILL BE it if / ��\ \��` 1 RESURFACED WITH A 1- OVERLAY AND BE 10 SPACES �r a -�� P� +'I 1 RESTR/PED AS SHOWN 6011, 91 4 SP,ACE I G SPACES ' i N N 1 1v) r I NI — 1 4 u 101+ ' p.1CLrS T//yG SPACES )II / , I 11 EX/ST//yG SPACES---"Ttl 1 , 1 1 1 ll �l�l 1 � I ,r ll � ti 1 40.91, 13 T/NG SPgces 011 EX/S/TNG PERIMETER SPACES H _ it CURB & GUTTER TO REMAIN I$ 1 1 N 11 N It tl 1 EXISTING ROAD SIGN ENTRANCE g�-A!!�- - _ _ / - _ Ir _ _ �-�_�_�_r 1 111 TOREMAIN i EXISTING CURB & GUTTER 1 _ _ EXISTING - _ Ir r/ TO BE REMOVED 0 ENTRANCE _�v_A,_ - _ IITO R16JIcLlL 30' �c=s` - TURN" ROOK - ----- Rz ------------ - _ - OF EXISTING ENT. _ APPROX. 315' TO , / 1 - US E 29 TAX MAP 46 - PARCEL 93A ROUTC=_===________________ - NORTH 29 COMMERCIAL LAND TRUST ZONED PDSC SHOPPING CENTER ---- --____ VI CINI T Y MA P SCALE: 1" = 2000" 5) ALL CONCRETE SIDEWALKS AND APRONS SHALL RECEIVE CONSTRUCTION JOINTS AT 25'-0" O.C. UNLESS OTHERWISE NOTED. 6) FOR SITE UTILITIES, SEE SITE UTILITIES PLAN SINT. SP-3. SITE DATA MIN. ALLOWABLE SETBACKS.• FRONT BLDG. 30' PARKING 10' SIDE & REAR N/A PROPOSED USE- RETAIL - COoM�MERCIL;vAL LAND USE; ysv „ ,Q��l`° MAIN BUILDING.X 131,420 S.F., GREENHOUSE: 0 m 6,853 S.F. OPEN GARDEN CENTER. 03X 26,411 S.F. BUILDING TOTAL: 17% 164,684 S.F. PA VEMENT.• 48% 467,350 S.F. TOTAL /MPERWOUS AREA: 66% 632,040 S.F. OPEN.- 34% 331,943 S.F. TOTAL AREA: 22.13 ACRES 100% 963,983 S.F. MAX. STRUCTURE HEIGHT.- BUILDING PARAPET 28'-8' HIGHEST GABLE /PEAK! 46'-O' MAX No. OF EMPLOYEES. 200 MIN. _PARKING SPACES REO D.: 652 SPACES 125,253 s. f. of rate# use I spA_&*/100 s. f. for first 5, 000 s. f. 1 spscs/200 s. f. for sbo ve 5,000 s. f. PARKING DA TA: STANDARD SPACE x 834 CONTRACTOR SPACE = 28 HAND/CAP SPACE /STD.) - 14 HAND/CAP SPACE /VAN) = 2 TOTAL PARKING PROVIDED. • 878 SPACES GCS IV 6' 7 NO TES: 1) ONCE ADDITIONAL PROPERTY HAS BEEN AOU/RED, A RECOMBINATION PLAT WILL BE COMPLETED TO CONSOLIDATE ALL PARCELS INTO ONE TRACT. 2) WATERSHED BOUNDARY- SOUTH FORK R/VANNA RIVER WA TERSHED, UNAMED INTERMITTENT TRIBUTARY DRAINAGE BASIN. THIS SITE /S CURRENTL Y DRAINING TO THE REGIONAL DETENTION BASIN BEHIND KEGLERS 3) STREAMS/WATERCOURSES: THERE ARE NO STREAMS OR WATERCOURSES ON THE SITE 41 WETLANDS. THERE ARE NO JURISDICTIONAL WETLANDS ON THE SITE. 5) WA TER RESOURCES ORDINANCES. THE WATER RESOURCES PRO TEC TION AREAS ORDINANCE DOES NOT APPL Y. LOWE'S COMPANIES, INC. SEPTEMBER, 1995COPYRIGHT ALL RIGHTS RESERVED Lu O J c0 (0 00 (V U Z 0 L 0 Ol Y 3 Z X m 0 a SDea = 5-b. o (W 1 0 0 LL LL. Q 7Q Z `� ! L z :j U > Q Q W a- I_l._ J Ld0> 60 0 rn c I w I I U) 0% LJJ 1— 0 LLJ O I Q O U � 0 m 0 W Ljj Z Y > QW ckf = a Q TAX MAP 45 - PARCEL 93C RICHARD OR MELBA ATKINSON ZONED HC VETERINARY CLINIC cwsPOe 0.0 0• C WSP03 10/20/95 13 59:56 DSIXTV SHEET s P-1 OF 28 0 U'�'� GRAPHIC SCALE I -------------------- �� ' ' . ' tt__73 '� a " o i , ,� � I, 1t --------1 --� c- -i J i _ opl C f I O� ° vii� 1l / I I l ( (/ �'„ I I ll 1 Qy R \yb I \\ G----- /�Z 60 0 30 60 120 _40 1 G II \ ` ---- ap _ I I I 111,," 1 17 "-- ►' f--- / N0/i 1 I r �I1SANITARY MANHOLES E/ `e` ,1 ' ll I I � `O )119.24' / \ % 1- coy' �l�llllll SANITARY M.H. #1 ( IN FEET) - - - - - - - - - /� = _ = \ 1- t - It / t _ TOP ELEV=503.56' TAX MAP ��I �CE�.?A� _ _%% - (� ��\ - -7r, �z -r=_ I y� -� �-r- 1 inch = 60 ft. � /_- ���\�-- �J � / �'19� -1-`Ll�lll1L--�---� --I-- -I=--{..'-71 ' I L� RIO ASSOgA E�J? S�i1F R ��\ �`-%`-r` / I �I 54- 1'00"/E 1 1 , 1 I _ � _-_---__ � . It / � 4�` � / �� SANITARY M.H. 2 J/ _ \ \\ �\ �� \ / / /- TOP ELEV= 458.06' \ _ - _ _ _ - - INV.IN=451.66' (12" PVC) 18" RCP (A) $ 1 (/ j 5t�\\ - _ _/ /y \\ \�_ (�i _ - "'� % / / / / I I / /// I I 1 l \6' \ �\\ - \ t s'� / / IIII 1 I / / I 1 Q INV.OUT = 481.82' (HEADWALL) �\ - _ t / / l I % / INV.OUT=451.44' (12" PVC) I ! / \ \ r,1 \\\ �� _!_-i/���\\\� \\� ems'-;� =�1 ' 1� IGAS LINE 1 y SANITARY M.H. #3 18" RCP -B ^ \\ \ III 1 \ \ \ \- - - i/ / \ \°i �qS I l ( 1 / UN ERGROUND INV OUT 481 91' HEADWALL OWNER /DEVELOPER LOWE'S HOME CENTERS, INC. P. O. BOX fill NORTH W/LKESSORO, NC 28656 (9101 651-4000 ENGINEER LOWE'S HOW CENTERS, INC. P.O. BOX lift NORTH WILKESBORO, NC 28656 (9101 651-4000 \ 1aQ \ \ \ \ _ / / - �/_ MCP -___ I III ► u- / I AtA.& , TOP ELEV=480.17' - INV.IN=471.82' 4" PVC i 'y- /"iKCD 4 - INV.OUT=471.71( 8" PVC \ / /�' �/ 11 1 �s\ / > -= _ t I1I� - S 459'/ EIII I S I L6 //-� ". aoIrA 28" R.C.P. (C) / \ oy� 1rjrV- y INV.OUT = 481.46' (HEADWALL) / ,i - --- 1%\ \��/�/1)1111 I -_- �__-`__Z'_ _L_-i=-_ -�(_ �- / / ' / �` I,, cw ) SANITARY M.H. 4/)I -� g� „ / TOP ELEV=475.57'_ASEMEF�I-f6R- - - ��--A U1 '00" W / _ _ _ S 29*38 INV.IN=466.39' (8" PVC) / -_ - _ _ _ =l�Qtd �11 = - _ . - ' / / / / / - _ ` / \ EA E--'� + , INV.OUT=466.36' (8., PVC) / ___--// __ `�_ ____- _ _ -��� / / //�(/p��/ 145.9�_- / \�\� CC�S\\ �- \\ 49.45' SANITARY M.H. #5 TOP ELEV= 457.. 77' I %%,�y- - - / / - _ �. ♦ \ -1 ' \ l+ �� I _ / _ _ /-� �S 60'22'QO INV.IN=452.97' (8" PVC) _ ( ( / \� 5•� INV.OUT=452.67' 12" PVC � 3•A ' \ \ \ � W It / _ SLOPE- / / / r / / j _ - �"- _ ' 09.00 6t w 1 I O� / / j\ �/ / - 90// / / \ \ 1 t \w \ 11 1 �� /r.\\\ // 4 O I I I I I r (/ / / / �� / , - -_ /y/_%.\\ \\�-`'♦-'/' - \ 1 1 1 1 1 1 8 • \ �` \ \ 1 1\III of 1 B \ \ \ 1 I 1 �', 1 I IIII � �//�� �- ^\ �• �- � � / / //� //// // / \ -/. //// �/ I I I I I \ \ �, ' II 111, I I �// // IIII/ �/ /// ♦ �� I I I I / / / / �/ � \ \ it 3\\ I I (I I IIII III III _ _ _ \\ \ \ \ \ \ 1 / I [fill /i sr2 \ /// //////// // -/� \\ \\ �/ / \ \ \\� \ \ \ \ 11, , \ \\\ \\I / _ ///// /� /// // // // / y \ \\ \\\ / \ \ \ \ _ \\\\\ ,\ . \y \ 1 I y- .-._ \ \ "'[ \ \ 11 V "\� /// / /iij i // // // �. \ / \ \ � \ 11 III � O \\�\�\�^\1 ='i/may �'\\ \\ \\\\\: / j / ''-`' \ ' /\ \ j 1 \\ x x�G�, \ \ \ I[.A��\ 1 11 yl i /� o� �k Ir515''•r,,�, I' \\\\\_� ��//' ----� __ '--_ ' \ \ `_ ! \ I I \\\\ \ \ \ \ \ \ \ � \ \ <• \ 1 }IIIII sit IIII 1 _ \ \ \ \ 1 I \ \\ \ \\ \ \ \\\ I I I I I \ // /Itta1I oo tYK / / \ \\\ _ ,F%NTSF/ED FLQOR \ \ \ 1 1 \ \ \ \ \ _ I Al, r \ 512 50 \ \ \ \ 1 \ \ \ \ \ i \\\ I 1 \ \ __ Ill I \ / __ � \ \ \ I 1 .\. \ ( % 45 - �'AFt6EL 109�G\ \ //l l 11 l / 1 \\ \ / _ _ - - _ \ \ /' L 0WE'aS � � � - \ \\ \ \ \ \ \ \ 1 1\ \ 1 1 \ 1 �\') \� I I I I I I / \ / - _ 3J151 SIT BF"biRGINIA EMPLOYE t to /// ZONED- HC - -VACANT_. \ --_ y r \ \ \ \ I 1 \ \ \ \\\ / / \ \ i' / / / / / / / �� \ \ \ 3�c S IZ \ \ \ \ \ 1 - 1 - _ 1- ` I 1 I �' i� SEC T/ON S-B 1� -'t' - ,III► Ir I � ,l \ \ _ /� wo " I it 111 I��� \ \ / �/ C ��..-=r- - I ,T'F "o l__>r '+ / r11ij11^` _-\\III /r \_- 2doa rw R �___ /--J _ I 1- 4 I { �,\--"� Y \ \ \ \ 1 I I I I I - i• /- a 11 (II 1 11 =_ �}1 - /� - - - `-- _ .-_ __� \--_..�-- _ -T• L...Y t' 1 1 I d ► / / / I r t a �►- h -_;� 1\N �-- -_- \ - _1 %_ I I 1 1 1 I1 I \\\.t I 1 IIII /%--`---- r /// _ .y. \ 1 1 / / l \ ti I I / �J� 1 / 1 I I I I 1 I r' i I j / \ 1 / / (j/ I• �� 4ifllll�l to Z\\\\\ ��� - _\/,/'��//i/ - - - - I (I / / \ I I 1 /// I // (/ T I III �~ZNk 11 /// %/// �L��I j \ i f\ I 1111 \\\�\\\/ \ \ \ \ 1 I 111 llll/ 111 llj _ / / / / /��► 7 11�011 1' 0 I [fit \\ itiCE /� 'IIII► w' YI Co�'�/ i//I (I I I 1 II I1 / //11 I IIIIIL-� \\� \\� \I `1111�IIjjjrl�lll�lllll 1 y �. �• I � --• �. t1 `II/ � N l l Il ll / lI j - / /11 J, I !IIII ii � ii // /%/// c III // A \ \ l (IIIIIII 1 II I! ." - �'•-->-..QN 1 IIIIIIIIIillllllllllll 11 I I (IIII IIII / /l 11 - ,� II I I Ili/ I I Ill l fill 1 ► 2 �, I __ _ 1 / ' 1 I -/ 1 / I /l I fullIII I Il ll �.0' - �-- I I ( IN I I II II I II 1 I -- - i- �- I 1 / \//lll IIIIIIIIIIIIIIIlIIlIlII1I1 /Il N r - l 9* 11.6 1 1 S/TE `ro m RIO ROAD HIES r RIO MAG/STER/AL D/STR/CT ALBEMARLE COUNTY, wRG/N/A TAX MAP 45 PARCEL 93A, PART OF 100 8 109D ZONED HC/EC THIS SITE /S SUBJECT TO PROFFERS INCLUDED /N THE FOLLOWNG REZON/NGS, ZMA 85-17,, ZMA 87-07. VICINITY MAP SCALE. 1A = 2000' TOPOGRAPMCAL & BOUWDARY 1A FORAM TION PRO WWO BY.' HURT & PROFITT, INC. 2524 LANGHORNE ROAD L YNCHBURG, WRGINA 24501 PHONE: (804) 847-7796 FAX (804) 847-0047 DA TE. A UGUS T 10, 1995 G RA DING AND DRA /NA GE NO TES 1/ ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMA AV, FENCING, TREES, & ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED & DISPOSED OF OFF SITE. ANY BURNING ON SITE SHALL BE SUBJECT TO LOCAL ORDINANCES d L 0WE'S SPECIFICA TIONS 2/ ALL CORRUGATED METAL PIPES SHALL BE FULLY ASPHALT COATED OR ALUMINIZED STEEL TYPE-2 24' & SMALLER TO BE 16 GAUGE, PIPES 24'-48' TO BE /4 GAUGE, PPES LARGER THAN 48' 12 GAUGE. ALL CONCRETE PIPES SHALL BE IN ACCORDANCE TO ASTM--C-76 CLASS IA! 3/ ALL DRAINAGE STRUCTURES SHALL BE PRE -CAST 4/ ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC IH2O/ LOADING AND BE INSTALLED ACCORDINGLY. 5/ CONTRACTOR SHALL NOT/FY ALL UTILITY COAAoAAWS HANNG ONDERGROUAD UTLLITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION CONTRACTOR SHALL CONTACT UTILITY LOCATING COAVANY AAD LOCATE ALL UTA'_IT/ES PRIOR TO GRADING START. 6/ SITE GRADING SHALL NOT PROCEED UNTA: EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 71 S✓CP - SMOOTH INTERIOR CORRUGATED PLASTIC PIPES & FITTINGS SHALL BE: A.D.S.-N12 MFRD. BY ADVANCED DRAINAGE SYSTEMS, INC. 3300 RIVERSIDE DRIVE, COLUMBUS, OIW 43221 (614/ 457-3051 OR AV O MFRD. BY HANCOR INC. P.O. BOX 1047 FINOLA Y• OR 45839-1047 1-800-537-9520 S/CP SHALL BE INSTALLED PER MANUFACTURER'S G[NDEL/ME FOR HEAVY DUTY DRAINAGE APPLICATIONS. B/ FRENCH DRAAV SHALL BE INSTALLED IF DIRECTED BY THE BENCHMARK GEOTECHNICAL ENGINEER OR AS SHOWN ON PLANS. SET BM - CHISELED "0" ON CONCRETE BASE OF LIGHT POLE NEAR NORTH- EAST CORNER OF LOWE'S MAIN BUILDING. ELEV. = 509.58' 5 3C� II it I \ / \ l/I I 1 / f / Cr I _ _ \ \ " ' IIII11 I\ \ /4/ / / /\ \ !IIII! Ill llllllllllillllllll/I \\ \ 1 I ,0 1 \\ I c\\\ \ / S 32'33'23 W 26.50 `ram\� / 111\\\1 //` - / / \ IIII II11Il !Ill l llllll l / \ /r / \ /llI 111111111 1 11 111 ~ -- ---- - _ ----- ` I /, /// ! I11I/llll/ I1 / l _ , I ,,� I I l l l l ► I \ //- - � /ii I (IIII /1/ I I/ ll , - ( @• / // IIIIIIIIjIlIII/II II 1 I III ► I /,// Ill! llllllllllll Illll 1 I I I I I I \ IIII/ lllli Ills I I ( /// 111 1 1 1 � s � � f ► „ � \\\\ \\\\\\ } / // . 0. : „ to I I u I �, / -,, _�,\ I �\\ \\\ 11 I 1 1 �G• ,� % \ (IIII Ill 1 ll I G / 6 II \ lull 1 I ll I1 tl I \ QG• I / I / / J 4C ,- �F ° 1 / /I�''�� I I \f\\;111�1I111111111 /I it ' .-!� I I �'/�Cjl`-;=���IIIIIIIII►IIIIIIIII I ' \ 'R b I� l� I 1 `'��t,'� 1�IIiI�\�\\\ I 1 I I Ilt`\\\ /, ;; I I� , \\\\\\�\\ 111 / 1\� � I / � I I \\ IIII Nl I I II I IIII IIIIIII ' I �` l I l t �\\ 1 I /A / �j I \\ % IIII 1 1 / I I ,� 1 / �11 , \ \W \IIII I' �-/ ly 1111 i II 1( `b I ,� � '' , T',\ 111111 1 11111 � I 1 V 11 I 1/ I I l II II (IIII III I II I I I \ l � 1 } 0 11 1 'r �\\\ 1 Iv I , o oil Ii \\ \11 I IIIllull II l 1 \ \ \I I I j I A, 1 II 11 �Ii1 DROP INLETS /�' / 1 il, l \ IIIIIIIIIIIIIIII I�\\ \\\ s'a'\\\ ��i►`\�\_ - \ / 1 \l`• 1 �' I I III II1111 ,. Jl o�6 D.I.. TOP ELEV' (24" 5' / ► Q / \ / I !\ I \ s \ \ - ` 1 / / I i -A 1 1 III II \ \ \ \ i 1 / INV.OUT=490.00' (24" RCP)-`�,� \ � 1 NORTHWESTERLY COR. OF D.I. _/ I / / \\\ \\\� \\\ ` \\ \ �� \ \ „ I I I i , I INV.IN=490.15' (24" RCP)- F1 I �. ` �_�� - � I / / I \\\ \ \\� . \ \ \\ � ` fir, I . , 1 1 I i I 11 „ ,� I I SOUTHERLY END OF D.I. P=,j-__ _=_ -\\ \ _ �_ D.I. #2 TOP ELEV= 497.28' - r _ 1 INV.IN=492.47' (15" RCP) ---�i Z�__ \ II 1 I I- 1 -��`F I� \ �' L� \ \ _ / ► / 7� / !� I �� I I �� 11 I 1 11 l SOUTHWESTERLY END OF D.I.` / / INV.OUT=492.05' (24" RCP)- D.I.#8 TOP ELEV=514.49' - 1 1 1 \ _ `` _ _ _ _ / 1 of 11 I, NORTHERLY END OF D.I. INV.OUT=510.91' (18" RCP) ~'1-- _� `�1 \ 1 11 1\ �( n\ \ `C \-_�� \ \ - _ I\ O--��=c- - L ✓ l / �A / 1' / 1 1 I , ' It D.I. 3 TOP ELEV=504.34' # _ / / ,► _--- 0.1. 9 TOP ELEV=513.68' 1 / / ii �• , I 1 # INV. T=49 1 RCP)- \ \ -'-�_1 - 1*;� \ _ _ J� = / i/ 1 1 / I -� 1\ �{ _,%I 111 j11 Ili OU 9.52 8_ - , 1 INV.IN=499.63' (18" RCP)- (��'? \_ �\ \ \ ---Q� - --- ' `- J ' C N / / �- 15' _R �� - ) I I 1 I 1 WESTERLY END OF D.I. TO HEADWALL �_: - 211 1 \ \ 1 A CM--�_ I- Z r / 'y= _ / �_ - / r/ // 111 INV.OUT=499.55' (18" RCP)- NV. N 99.81' (8„ RCP) -- --___ c'n \ \ \ \ I - - _ i/r'-� / i / I\ - - _ / ' / " _ - _ - / ( 1 11 1 QQ. EASTERLY END OF D.I. FROM STORM M.H.#1 D.I.#15 TOP - _ _ na'� - ` - - - `/- _ i ELEV=455.65' D.I.#10 TOP INV.IN=448.76' 24" RCP �`--`-_-� \ \ I iiv D.I. #4 TOP ELEV=509.30' ( ) ��' _ -_= _-_--_� \ \ \ „z INV.OUT=506.26' (18" RCP)- ELEV=462.77' ( ) _ _ WO peR o IN V.OU T= 448.28' 24" RCP \ _ o u }- EASTERLY END OF D.I. INV.OUT=453.17' (36" RCP) '`�-=_t_ _ �Q1'( D.I.#16 TOP ELEV=489.23' = �75 pR' _� h \ G D.I.#11 TOP INV.OUT-484.12' (15" RCP) _ --_ R/W) ►'C -y_^ _ \ I \ I 1 -T'- D.1.#5 TOP ELEV.=512.09' ELEV=488.17' -!''_ _ INV IN-509 67' 15" RCP D.I.#17 TOP ELEV.=500.49' I - )- NORTHEASTERLY END OF D.I. INV.IN=480.61 (18 RCP) INV.OUT=480.57' (18" RCP) INV.OUT=497.08' (15" RCP) -- \_ o I \ 1 \ D.1.#18 TOP ELEV=508.80' -�' 1--- D.I.#6 TOP ELEV.=509.92' D.I.#12 TOP INV.OUT=504.54' (15" RCP) O ��_, _ Zi 1 i INV.IN=507.64' (15" RCP)- ELEV=478.99' INV.IN=471.88' 18" RCP - ( ) D.I.#19 TOP ELEV.=519.36' TAX MAP 46 - PARCEL 93A _ _ `----------------------- '------'`- a SOUTHWESTERLY END OF D.I. INV.OUT=471.68' (18' RCP) INV.OUT=514.92' (15" RCP) NORTH 29 COMMERCIAL LAND TRUST �'�_'----_ '11 _ '_ /! -`�-_, � 1 11 INV.OUT=507.54' (15" RCP)- NORTHERLY END OF D.I. D.I.#20 TOP ELEV=519.02' ZONED POSC SHOPPING CENTER --11 ____ 1\ --�-------__-----_-_--------------------- , I D.I.#13 TOP \ ELEV=455.03' INV.IN=512.92' (15" RCP) D.I.#23 TOP ELEV.=489.24' BENCHMARK D.I.#7 TOP ELEV.=509.96' INV.IN=441.23' (36" RCP) D.I.#21 TOP ELEV=508.96' INV.IN=483.34' (15" RCP) SET CHISELED ON �; TAX MAP 45 - PARCEL 93C INV.IN=505.59' (15" RCP)- INV.IN=504.18' (15" RCP) THE NORTHEAST CORNER C� - ' RICHARD OR MELBA ATKINSON ` SOUTHERLY END OF D.I. D.I.#14 TOP D.I.#24 TOP ELEV.=509.96' OF DROP INLET. 00' ZONED HC INV.OUT=505.35' (18" RCP)- ELEV=455.68' D.I. 22 TOP ELEV=500.02' # INV.IN=504.28' (18" RCP)- ELEV = 499.99' I' VETERINARY CLINIC NORTHERLY END OF D.I. INV.OUT=450.14' (24" RCP) INV.IN=495.77 (15 RCP) INV.OUT=502.98' (28" RCP)- LEGEND EXISTAVG CONTOURS PROPOSED CONTOURS EX/STMG SPOT GRADES PROPOSED SPOT GRADES TOP OF CURB T.C. / BENCHMARK BOTTOM OF CURB B.C. SET RR SPIKE IN VEPCO P.P. #AI-8, 50' RIGHT OF EDGE OF PAVEMENT E.O.P. C/L OF ROUTE 29 SOUTHBOUND LANE. FLARED END SECTION FEE. ELEV. = 487.75' (USGS DATUM) SUMMARY OF DRAINAGE STRUCTURES STRUCTURE NUINBER DESCRIPTION LENGTH INVERT //N/ INVERT /OUT( SLOPE REMARKS - STORM MANHOLES STORM M.H.#6 TOP ELEV=482.38' G p�� INV.IN=468.89' 18" RCP INV.IN=469.30' �18" RCP) INV.OUT=468.54 (18" RCP) - - - - STORM M.H.#7 TOP ELEV=457.08' INV.IN=448.28' (24" RCP) INV.OUT=443.13' (36" RCP) INV.IN=443.38'(36" RCP) STORM M.H.#8 TOP ELEV= 475.41' \__� INV.IN= 469.31' (36" RCP) INV.OUT= 469.21' (36" RCP) STORM M.H.#9 TOP ELEV= 483.01' INV.IN= 472.82' (36" RCP) INV.OUT= 472.72' (36" RCP) STORM M.H.#10 TOP ELEV= 484.25' INV.IN= 474.70' (36" RCP) INV.OUT= 474.46' (36" RCP) STORM M.H.#1 TOP ELEV=514.24' INV.OUT=502.02' (18" RCP) INV.IN=509.02' (18" RCP) STORM M.H.#2 TOP ELEV=511.51' INV.IN=497.86' (28" RCP) INV.OUT=497.82' (28" RCP) STORM M.H. #3 TOP ELEV=507.34' INV.OUT=484.84' (36" RCP) INV.IN=492.84(28" RCP) INV.IN=484.64' (24" RCP) STORM M.H.#4 TOP ELEV=475.85' INV.IN= 449.25 (36' RCP) INV.OUT= 449.15 (36" RCP) STORM M.H.#5 TOP ELEV=456.77' INV.OUT=441.87' (36" RCP) INV.IN-451.27' (18" RCP) INV.IN=441.87' (36" RCP) Ln z 0 V) Qf LOWE'S COMPANIES, INC. SEPTEMBER, 1995COPYRIGHT ALL RIGHTS RESERVED W O J Q 0L 0 z f-- Q _j 0 U z Q w O 0 O W W z OII Q J m o w Y > z _ U 0 Q w W _ Cr- p U Q SHEET xREF: CVVSPGS xREF. xREF: CVVSP8 CVVSP88 SP-2 xREF: CVVSPOB CVVSP01 10/11/95 14751:07 oS1xTr OF 28 u� 00 N Ci. r4 n a Q Z SANITARY M """'�' SANITARY M.H. TOP ELEV=502 SANITARY M.H. TOP ELEV=458 INV.IN=451.66' INV.OUT= 451.4, SANITARY M.H. TOP ELEV=480 INV.IN=471.82' INV.OUT=471.71 SANITARY M.H. TOP ELEV=475 INV.IN=466.39' IN V.OU T= 466.31 SANITARY M.H. TOP ELEV=457 INV.IN=452.97' INV.OUT=452.6 1� 11 u 11 11 11 11 11 11 11 11 jll 11 11 11 11 II 11 1� 1 1 1 1 1 11 11 ;1 11 11 11 11 n , 11 I 11 I 1 11 11 11 11 1 N 11 u m n n I III in "' II 11 1 IY IY I1 11 1 II 11 11 IY II U0 O Q_ i Z 11 Qf 0 Q II II ~ZCL " I I� j1 � N 11 11 1 ou.4L - 1 � i 1 \N A- v1 I i i It I o \` N�1v r _ e all � Z I I 11 ----------------------------r----T- I' \o � �� IX r, rn 88II �'11 1 l ow ----- N Z 111 g , 1�__ \ �P ` _ 215.00 -- II -�5 u- �- - - �� \ E 1 ` N I - 19.24' I o„ i I It It It PARCEL 109 EiP\�� -==r= _;\---C - _ --- -----____11� \ �S QO'191-�'---�---- ---- - [� p• TED PARTNERSHIP GJP " II y y--� S 54'01'00" E `��? HC - 1Q� 413.23' ' ALLEY '4-2sls _ "� o, It 1 \ti "- � �taJ i �• Ur r � I - QQ p'\r ND GAS LINE a' ' UNOERGROU g� ,� �, � 1 ORM SEWER jpy]\�h 18" RCP o0 I o S SAN.& ST __-�� yR- 5 �o 1NV N0 ESSA E______�[;______ z-�=~------6"�p 5 �f-51'- - � ACC 4.59, �O "L�pr7C-3--==== _s r� Z EASEMENT FOR �'o �_* ES 29'38'00" WDETENTION POND/ ro y i --ACESS EAS "49.45' STORM SEWER �P�\` 1 145.93'___.- - '15" W.��"Y.-----""-- I _ _ - - - N 52'00' 5" W �� - - sL� �1 al `� 379.73'___- \� 60�2,�" E 279.31 .�.04, ♦ i cr _ ----- ��\ �5 5.00 ,A-50.64' , --"- / L'88.10' 20' STORM SEW.ESMT N 19*56'16" Ei- 93.45'IL OD ' j - asset -...._ _.Iwrlr hrl■[-. t , O/ C_ fE N1 C- 1 � I FIRE DEPARTMENT - m CONNEC TION I 1 ■ E 1 T �G.vO 09 BACKFLOW - PREVENTION DEVICES / GENERA TOR •� d' FOR FIRE LINE ARE I L OCA TED INS/DE 1 SPRINKLER ROOM 1 �Q 1 `.O 1 TAX MAP 45 - PARCEL 109C L0WE'S "AA" UNIVERSITY OF VIRGINIA EMPLOYEES ZONED HC VACANT i ,-`'`'� �d0� r"c QGO I� TIE INTO EXISTING Lp __ _ I A ,_ _ 1 :nN-, Q� ��• i GAS MAIN I - P6J 0 _ 1' N I Dj;iAINA E 1 ErASEM T x 1 _ ----_ - T T 1 I I 7 77 1 ' 28 I ' . 25.0' r%' - __ �� TIE INTO EXISTING 11 ! _ 15.0' �- --�• ---�- -- _w - _ - _ O GAS MAIN 1 FIRE HYDRANT • :94, f fl" 11 �6 F - � S�° 11 od S?° I � Q" I I o6 �� G' _ - - _ �t " W 26.50' GA TE _ "*°" ,ter:' � \ � S 32' VE s�° I I P° I I "d P° I I ad SS F 6\ ' 33' 23 11 r \• `�� j ATE A TIE INTO EX 6 TING I 6" WA TER 4 /N W/ 6' X 6" A SLEEVE n 6' TA L VE r n rnl 1 II 1 11 Qf .II II •� \�\A PEA G I n ��✓r I ' I 111 I' xV G\ �rr1,e O I , \ I�I '11 ;n 1 11 r r 11 N 1 �� i1 � T cA r► 1, ,� I I11 �` I ; ni I I It 1 1 �1 I It f r I ` -- N 1j it /1�yl I' ��' 11 DROP INLETS �rl � f D.I.#1 TOP ELEV=499.55' NV.OUT=490.00' (24" RCP)- c�F ,� f! I NORTHWESTERLY COR. OF D.I. I / fr I I rl' �\ TIE INTO EX/STING I I ,c q , INV.IN=490.15' (24" RCP)- 1 GAS MAIN SOUTHERLY END OF D.I. !i 69� -EX/S TING FIRE u` - - _ ELEV= DJ.#2 TOP 497.28' -� - ' INV.IN=492.47' (15" RCP)- SOUTHWESTERLY END OF D.I. INV.OUT=492.05' (24" RCP)- NORTHERLY END OF D.I. D.I.#3 TOP ELEV=504.34' INV.IN=499.63' (18" RCP)- WESTERLY END OF D.I. INV.OUT=499.55' (18" RCP)- EASTERLY END OF D.I. D.I.#4 TOP ELEV=509.30' INV.OUT=506.26' (18" RCP)- EASTERLY END OF D.I. D.I.#5 TOP ELEV.=512.09' INV.IN=509.67' (15" RCP)- NORTHEASTERLY END OF D.I. D.I.#6 TOP ELEV.=509.92' INV.IN=507.64' (15" RCP)- SOUTHWESTERLY END OF D.I. INV.OUT=507.54' (15" RCP)- NORTHERLY END OF D.I. D.I.#7 TOP ELEV.=509.96' INV.IN=505.59' (15" RCP)- SOUTHERLY END OF D.I. INV.OUT=505.35' (18" RCP)- NORTHERLY END OF D.I. 60 D GRAPHIC SCALE 240 !, I 1lH71 A T TO ---_ -_ ! l+ `. cn ' 'llI I ' $it 1 N 1 D.I. #8 TOP ELEV= 514.49' Jj ff p ' - - P� r( j I I ��► 1� INV.OUT=510.91' (18" RCP) -it D.I.#9 TOP ELEV=513.68' - - ____ _ INV.OUT=499.52' (18" RCP)- ''�n� I -t a+-�, ' 11 �� C N i 15"_R_CP TO HEADWALL _ _ --- z1 800. GM ` 84 - IN =4 - �-- oil15 -- _ �` I - _ 1 -�� I /. C,• O V IN 99.81' (18" RCP) __ D.I. 15 TOP __' FROM STORM M.H.#1 #"It ELEV=455.65' �-- - _ r, D.I.#10 TOP INV.IN=448.76' (24" RCP)_ - "� 'tfit ELEV=462.77' INV.OUT=448.28' (24' RCP) - INV.OUT=453.17' (36' RCP) ° _ eR44K -- - u= ----- - 1� ' p u D.I.#16 TOP ELEV=489.23' -- (75' R/y�, DRI INV.OUT=484.12' (15' RCP / �I) ►'C + MI6 D.1.#11 TOP ) - ELEV= 488.17' # _ -� -- ---- - _--- - GAMf u n ------------------ ( ) D.I 17 TOP ELEV.=500.49' -�_- _ ----- INV.IN=480.61' 18" RCP -_ _ r, --- - - �_-_--__ " 1 �----------------------_- -- INV.OUT=480.57' (18" RCP) INV.OUT=497.08' (15' RCP) -- _ r_ -- =--; ,'to II ` D.I.#18 TOP ELEV=508.80' _ __ D.I.#12 TOP INV.OUT=504.54' (15" RCP) `; Z1r I -. ELEV=478.99' TAX MAP 46 -PARCEL 93A _ - "'r kit D.I. 19 TOP ELEV.=519.36' NORTH 29 COMMERCIAL LAND TRUST INV.IN=471.88' (18" RCP) # TIE INTO EXISTING INV.OUT=471.68' (18" RCP) INV.OUT=514.92' (15" RCP) ZONED PDSC 8" WATER MAIN W/ D.I.#13 TOP D.I.#20 TOP ELEV=519.02' SHOPPING CENTER 8' X 8' TAPPING PINGSEEVE \ -------------------------------------------------- ELEV=455.03' INV.IN=512.92' (15" RCP) INV.IN=441.23' 36" RCP D.I.#23 TOP ELEV.=489.24' U; O� •�\\ ( ) D.I.#21 TOP ELEV=508.96' INV.IN=483.34' (15" RCP) >; TAX MAP 45 - PARCEL 93C \ INV.IN=504.18' (15" RCP) RICHARD OR MELBA ATKINSON 1 D.I.#14 TOP D.I.#24 TOP ELEV.=509.96' 0ZONED HC ELEV=455.68' D.I.#22 TOP ELEV=500.02' INV.IN=504.28' (18" RCP)-i VETERINARY CLINIC INV.OUT=450.14' (24" RCP) INV.IN=495.77' (15" RCP) INV.OUT=502.98' (28" RCP)- 1 SITE RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGIN/A TAX MAP 45 PARCEL 83A, PART OF 108 & 108D ZONED HCAEC THIS SITE /S SUBJECT TO PROFFERS INCLUDED /N THE FOLLOWING REZONNGA ZMA 85-17, ZMA 87-OZ. VI CINI T Y MA P SCALE.• 1" = 2000' STORM MANHOLES STORM M.H.#6 STORM M.H.#1 TOP ELEV=514.24' TOP ELEV=482.38' INV.OUT=502.02' (18" RCP) INV.IN=468.89' (18" RCP) INV.IN=509.02' (18" RCP) INV.IN=469.30' 18" RCP) INV.OUT=468.54 (18" RCP) STORM M.H.#2 STORM M.H.#7 TOP ELEV=511.51' INV.IN=497.86' (28" RCP) ' TOP ELEV=457.08' INV.OUT=497.82' (28" RCP) INV.IN=448.28(24" RCP) INV.OUT=443.13' (36" RCP) INV.IN=443.38'(36" RCP) STORM M.H.#8 TOP ELEV= 475.41' INV.IN= 469.31' (36" RCP) INV.OUT= 469.21' (36" RCP) STORM M.H.#9 TOP ELEV= 483.01' INV.IN= 472.82' (36" RCP) INV.OUT= 472.72' (36" RCP) STORM M.H.#10 TOP ELEV= 484.25' INV.IN= 474.70' (36" RCP) INV.OUT= 474.46' (36" RCP) STORM M.H. #3 LOWE'S COMPANIES, INC. SEPTEMBER, 1995COPYRIGHT ALL RIGHTS RESERVED W O J co cD 00 N U Z 0 0 /n 3 Z X 0 m 41 W `__j V / W O O ry Q L.L. z V / �- V I- Q L.L_ W J _(y V) _j w W O cr_ LLJ 3: Q:� Ld z O Q O Q _J U TOP ELEV=507.34' m p INV.OUT=484.84' (36" RCP) V1 W j INV.IN=492.84' (28" RCP) z U O INV.IN=484.64' (24" RCP) < w 2 d O O a Q STORM M.H.#4 TOP ELEV=475.85' INV.IN= 449.25 (36" RCP) INV.OUT= 449.15 (36" RCP) SHEET STORM M.H.#5 TOP ELEV=456.77' XREV cwsacB "RE` CVVSP08 S P 3 INV.OUT=441.87' (36" RCP) INV.IN=451.27' (18" RCP) cwsPoe INV.IN=441.87' (36" RCP) 09/21/9515:24:07 CIS XTY 0E 28 7 GRAPHIC SCALE ED o 30 ( IN FEET ) inch = 60 ft. N 3° 1 I ' 1 11 0 (0 �(0 240 NZ I 1 1 (1� 215.00 — \ N 53`59�54" E 19.24' n ti II�o 1 TAX MAP 45 -PARCEL 109 ---------------�1--------------------------i u RIO ASSOCIATES LIMITED PARTNERSHIP-- i S 54'01'00" E ZONED HC 413.23' ' BOWLING ALLEY 13" E — — �I229.40 �IQ M i iY7 I I r7 3 11 i �F It7 - � N V" I 00 1 - - EASEMENT FOR DETENTION POND/ I[:�_145.93' - _ _ - .L 0. STORM SEWER T 1 _ _ - _ _.. s• vl RETA/NIN N 52'00'25" W WALL ---- 279.3T e-12 12-33 4)20' 0.0 1 BETWEEN EACH PLANT RETAINING 10-32 WALL �_ �12' O.C. \ i l -tJ 11 1 11 ` 11 III 1 III �i9 QO / 8-85 10O 1 010' O.C. 1j 3 11 0 t 11 1 \ + 11 I 1j 1 My 111 I i1 (A 1 4' HIGH SPLIT-FACEL i 1 BLOCK SCREENING WALL i I 11' 11 111 11 /1 i 1', , 1 11 1 1 u J /1 I %- n I1' TAX MAP 45 - PARCEL 109C I m UNIVERSITY OF VIRGINIA EMPLOYEES ZONED HC RETAINING u 1 II 1 is VACANT WALL 11 ul 1 11 I I 11 11 n n Lj n u 11 � I II 6L- 11 11 p , 11 n 11 11 it J 11 I1 11 11 jl ,1 I II 11 11 1 11 11 I 11 11 11 ' ,I II ,� 11 1 11 2-4 II I ii 3-1 11 I I 11 11 � U � u 3 I i1 I I II t I 11 1 I 11 tl 11 NI$ % SEED I II i I n l n 11 ! J 11 II NMtfl � n I' 11 `' 11 li ii - 11 I 11 1 1 u r +'I tip 2-2 SEED r1 � I ---- - - L�7/ R gr S 29'38'00" W 49.45' / d' 00 Q'• 1 rn N I 1 1 VDOT 1 DRAINAGE EASEMENT 1 1 L-- 1 1 1 I 1 1 ' 1 NEW PLANT MA TER/AL L /S T KEY BOTANICAL NAME COMMON NAME OUANTITY SIZE SPACING REMARKS I PYRUS CALLERYANA BRADFORD PEAR 24 2 112' CAL. AS SHOWN 2 LAGERSTROEM/A /NDICA CRAPEMYRTLE 43 2 112' CAL. AS SHOWN PINK BLOSSEM 3 OUERCUS PALUSTRUS PIN OAK 5 12 112' CAL. AS SHOWN 4 JUNIPERUS 'SARGENTN' SARGENTS JUNIPER 707 1 GAL 1114 SO. FT. 5 MALUS FLORIBUNDA FLOWERING CRABAPPLE 4 2 112' CAL AS SHOWN 6 P/NUS STROBUS WHITE PINE 12 2 112' CAL. 20' O.C. WELL PRUNED 7 ILEX NELLIE R. STEVENS' NELLIE R STEVENS HOLLY 15 36, B&B 20' O.C. B ILEX GLABA "COMPACTA' DWARF INKBERRY 85 24" B&B f0' O.C. 9 ILEX GL ABA /NKBERR Y 15 24'-36 B&B 15' O. C. 10 EUONYMUS ALA TA WINGED EUONYMUS 32 24'46 B&B 12' O.C. 11 PRONUS CERASIFERA PURPLELEAF PLUM 10 2 112' CAL. AS SHOWN 12 EUONYMUS COLORATUS EVERGREEN WNTERCREEPER 72 1 GAL. AS SHOWN 13 PICEA PUNGENS COL ORADO BLUE SPRUCE 4 6' B&B AS SHOWN 14 ACER RUBRUM RED MAPLE 16 3 112 CAL. 35 — MOCATES PLANT L/ST F A ICATES PLANT QUANT/TY NEW TREE KEY DESIGNA TION LETTER DES/GNA TION #4WATES PLANT SEE UST BELOW I101CATES PLANT QUANTITY XX-7 REL OCA TED TREE KEY DES/GNA TIDN TREE NAME TOTAL LC - - - - - - - - - LEYLAND CYPRESS - - - - - - - - - - 4 FC--------- FLOWERINGCRABAPPLE ------ 4 RD - - - - - - - - - RED MAPLE - - - - - - - - - - - - - - 2 EXISTING TREE PLANT LIST REL OCA TED UN�DSISTURBED R ' RED MAPLE BRADFORD PEAR SEC TION B-a R I. FLOWERING CRABAPPLE 1 R + LEYLAND C YRPRESS - � I 1 '�' ••• III S 32-33-23" W 26.50' I _ I F ' � 11 I i 1 1 II ' I 3 I I1 U' K1 II N N �I 11 I 1 I } y � I ' 1 EX/STING TREES AND I SHRUBS TO REMAIN — I I 00 1 1 1 1 1 �, . ► X I 1 1 1 - N ; N 1 1 Af EXISTING TREES AND W d� y~' ; '' I ii L +� , LILT: SHRUBS TO REMAIN SEED `..�.;% .--• 1 low } ` R� - _ EX/STING (75' R/) D _ - _ __ AND SHRUBS TO�_ -- -- REMAIN__ --_ 7 . 15 R=9 L-282.9 -��____—---------------------___-_-__-�-------- EXISTING TREES AN _ - SHRUBS TO REMAIN TAX MAP 46 - PARCEL 93A NORTH 29 COMMERCIAL LAND TRUST ZONED PDSC -- ---------___ - ---------------------------------------------------- SHOPPING CENTER TAX MAP 45 - PARCEL 93C RICHARD OR MELBA ATKINSON ZONED HC VETERINARY CLINIC 0 JAPANESE HOLL Y VEHICULAR USE AREA = 467,356 SO. FT. L A NDSCA PING NOTES 11 ALL PLANTED AREAS SHALL RECEIVE A 3' L A YER OF PINE BA RK MUL CH O VER 10 MIL FABRIC EQUAL TO 'WEEDBLOCK' BY 'EASY GA RDENER. ' 21 ALL DISTURBED AREAS NOT RECEIVING PLANTINGS IINCL UOING RIGHT -OF -WA YS1 SHALL BE SEEDED ACCORDING TO LOWE'S SPECIFICA TIONS. 31 ALL LANDSCAPED AREAS IN AND AROUND PARKING AREAS SHALL BE EOUIPPED WITH AN UNDERGROUND A UTOMA TIC SPRINKLER S YS TEM. 41 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO OWNER FOR APPROVAL PRIOR TO INSTALATION OF IRRIGA TION SYSTEM. 51 IRRIGA TION SYSTEM SHALL HA VE APPROVED BACKFL0W PRE VENTERS AND MEET ALL APPLICABLE REOU/REMENTS. 71 FOR SEEDING SPECIFICA TIONS SEE SHEET SP-7. TREE REL OCA TION NO TES 1) TREES TO BE REL OCA TED SHAL L BE EXCA VA TED WITH A MINIMUM ROOT BALL OF HALF THE DIAMETER OF THE DR/PL/NE. 2) WRAP ROOT BALL WITH BURLAP AND STORE /N WET MULCH, COMPLETELY COVER ROOT BALL WITH MULCH, UNTIL READY TO REPLANT. 3) TREES SHALL BE WA TERED DAIL Y UNr/L REPLANTED, THEN AT LEAST ONCE A WEEK FOR 6 MONTHS. Ln z O U) LOWE'S COMPANIES, INC. SEPTEMBER,1995 COPYRIGHT ALL RIGHTS RESERVED W __j1 J r> V 1 W 0 z 0 Q �-� 7' 0- 0 Ld a_ U > Q U V ) C) z Wo> cj� 0LLJJ r n J I ^lJ W 0 Q Lj � �Q > zo= 0 Q -I U m m 0 -_J 0 W 0 LJ Z Y > O (n W d 0 V n- W SHEET XREF. CV SPOB SP-4 CwsP10 10/19/95 14: 2tr. 54 D51Xn OF 28