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HomeMy WebLinkAboutSDP200800165 Plan - Approved 2009-04-22F E J C 0 2 3 0 4 * N `l-ly --3dE 4V[L',44' . t..',-ri , - , fin~% r ' y' .•- / / _ l •."r• - r .r r;f r r - r ' I .Tq 3`-,Qf_r?"\.\ \ ... yG Bfro B.t _/ S 7CD •- '' l `{ I . 7 1i• uv - - - `, y.. 2W f r- "" r , 1•- ` i" lam' f Sac - y r _ X49 _ - - - ; -1` 73G bfr \ N &4"-4-1-30 F 1 3 i •-0, _ r4- r `- ; fig \ - I R 9300al 465_ r- -" r - _ :- __ A 73 13 f! r . _ - _` s ¢.. - r - - / _ _ ` i3 `\ W I T 66.35 7 1 RKivlAlz j)ejV \ EXT5)rl so A 74"CPP C I. b'/. til J •- `r ---- 171 D. i ---441 A` tP Ian . e.t o Y ;_,,. z.4 a q ,•,` \ { i 815 _ _-- - rArP GEOTECHNICAL of \ 1 t ` 3 BORING LOCATION (TYP.) gc rrn -_ DOCKCP@1.0° 1 { I 2.t" we, I.o% j Iate } I 4 , ! IB- 6 \ l -RET N(W6 - t 1 I PS Q{ RET=E1Z.TO F5U?L0iN& rLAt15 PO+Z ACTO4,U \` j W L _ X r SF 1JUNt3E.2. OF DOWKl ,PrJ;;TS CCNU Dovjg,Povl CDANE 71,01 POINTS THE. WAL-MACT F,UiLC)NZ ' x G' Gait t"CTO{Z SliAr r MAt. .{tOi1 , _ACJ$ ti ° 1 ^f QC w } } + x r -Ti4f: CO+rI ' 1 t V ' ANi C fE EX TO TWF_ 4 COLtc TnwE' { ' ; CPrC it 6,/. 1 { r LU EXISTING DISTURBED AREA / - 43qC ,; i , t€.F'C' `.•t C' J't, 4 it i I I t ', ` ' } APPROX. 0.4 ACRES (19,500 SF): } r Z { ) } 114,513 SF I A ° 4 A ; FIN. Ft_ ELEV 44t T i! 1CPrC? SFPSt c{ t I r I CEv -EK, , IP I li i' ' ; 1•P •: I In. I t 1 i I •- ._ ._ _ M U A Jai r .- Gfl' @ Zt 440 r I, I"I"GPI° C i.bio i .. - i " 435 439 A '' _ - ' 430 42, 1 1 11. 4211 f rtr ! i A _ `- _i L.0• t?iZ ,A. EASEL SQ - 8-_ f i' •'r f _ / J . 24 PP 01.0 I 4 'i !' i Al, t ' ' 3 h 417 tj 40e 087- -415 E. 2150.0' u 40*..013' - 4;*.w 1Kt, o' ry N 1{, ;, 03,. W 43 O } --..-- \ T-_ _.._ j PtMOVE iGH i'15thi 1 _ 1f YMtitI1dC F_ '45 0o TDP AMP t -?a To ip r WAI1~ C 45 L5 7. 4 t- RtS4 olE To , t_ 30'. P iii°a 2.er 1'• i 1 - --\8' a } 3o"CPP@ t. / sa y,, , i a = 2 t - / MUD QeW CAT04 {3A41tt ql F ` 0y I E / /' 09 fxI4T. •42 91 -IP a.Niw' +rrirrrw. .r iirwrA.wr. .irAir •`::: t 'la >;' 1 U A at' INL iTAi1I4 NiA 1 1 f5#PGS to ' \5 .3F"•03"• of"vV,.p' 1 49 t-....- ._ _. - - --. __ - - i• -_ .- - - ---J----------------r---- I - - - Y - -- S `p 34 -.32-E Q riP'-28-x9 A 4 5. 94 C 43.96 T 25.14 T fpOZAPY , 50"Ndc>; Tor Of FIM 141M. tT a9V1 427.24 5 NEW 5T©KM 51F-UGTUKE SC.HEPUJ F_ FKoM 70 PIPE SLOPE TlZUCTUI2E TOP oma• F-Im. 1Nv.0i Q Ikv.(OUT) i',EMAI2K 403.80 Ct3 -NEW MH 'roP 441.85' G 035.'!5 41l.46 v. P 44-7•20 444.Sofig) l0 q. m CPP 135' @ 1.0% t0 439.40 434.40 CUI:3 INLET 9 8 16" GPP 143' @ I. o% 9 43q .40 433_66- 4 32 • So CU 25 IrdLET 8 7 te" CPP 105' e Loy. 8 440 4o 431.37 431. 1'L Cuel`3 )ALF -T 7 FLt35ii wI5TxE;-T 7S'e I- MI. j 430 . ro 428.27 429.02 CAMA BA1,41 24* W1 15'@ (-0% lv 43$.55 42$.29 428.4 CATCH ft5W 5 43$. oo 427.2$ 4 26.71 CATCH BA1,04 3 3o"CPP 93'61-ryY° 437.175 42.99 42.84 CATCH PSASi i 3D"CPP X10 e 1.5% 3 436.25 424.41 424.39 CATCH ISa51N Z 3o"CPP 45'@ I•i°r!° L 435.0o 4'23.04 42.2 Q4 CATCH 6AS114 t 1 434.OG 472.? CATCH BASI)1 nu W14 42" I7 I(v 2!CPP 133` (.p'1• Ii 440.00 43.00 CATCH sA15M I!v 5 24rCPp t37' ' I.4y° Ila 44t;.no 433.67 433.42 CATCH BAC710 I5 14 24'CYP 3' ' t-a• lF q4t .00 44Z- OS 431. `K CA rcTa SA 5tti 46.00 43I.o2 430.52 Cu P, 11ILI=T 13 1Z 30°CPP 130'6 2•a'/• 13 499.05 42?.88 427.18 CUEts iwfT 12 I 1 3o'CPP 22h' 1.5 i° 12 43 .20 425.!8 422 0o CUZ5 Ilat.>±T i } I 30"Ci'P 122' a I.5% 1 ! 4 15 &3 418.50 CA -TCR 15A4114 I i?CP lq5'@i.o% i8 436.00 4.31 • oa L11 t3 1t1LET 22 21 15"CPP t4o@I.by. 22 445,2o 440.20 CUe13 i!!ET 21 K t5'''a 140`-03,47° 2f 44t.30 438 Se 438.7° Cl1ir8 IIJL T J 15° Rr P 14'& 1. 61. J#2 roa 4i -t.74 IZOhIo;<.I C01.i TI2.OL L1~.C-El 1U 05F CE IRLET Plzo$I CT1o i 1L.T Fi_9CF_ (IMPICA TED SL16HTL f ouTSiDE WoM AP-EA FOIZ CLA2.ITYI) CoNSTIz>.1cTlol i >tJTt2.A}.fGE EX1411144 5TaRM 5Treli f -E Sc S vGrJr~E Toi''0_ I'IM ELEv . I IU. iZEMa t±s Q 4 24. 5 4ilo.E4 (i13 404.50 (tIVT) MIA 13 43.20 403.80 Ct3 -NEW MH 'roP 441.85' G 035.'!5 41l.46 G8 - NEW MP TOP 441.&4 P 44-7•20 444.Sofig) 4xlG 4o WT) CPS -MW M" r 470.0 4r,3. eo UP 443 -So MH x{34. io CI 469.00 4;1.00 Cl3 G 470.45 4,62x5 CI3 H 490.63 444-(03 Gf3 1 425.40 41740 CI X124.71 420. to C•I - Couvi eT To MH FLt35ii wI5TxE;-T St)2FALE @ 474 71 LEGEND: B-15 - SOIL TEST BORING O- SILT FENCE (REFERENCE STATE STD & SPEC 3.05 MU - MULCHING (REFERENCE STATE STD & SPEC 3.35) PS - PERMANENT SEEDING (REFERENCE STATE STD & SPEC 3.32) SiKucTUic Tot' de f21++t - 1zv4V. REMAr KsELEY - 2/24/09 4 $9.55 4 !0.311 C PS - NEW MH Tor' 447.43 1 444. &o CS M 458. B' 4"3.55 Gi l`l 4.G4-86 4`I.4b GZ O G P 4&4. 5 4-otl GI Q 423.14 398.44- MH 438.3&. x{34. io CI 5 4,38. (#,Z 433.Ko GS t+tOTes LUCIs11#461 GF-A-VE5 6HOW14 WMI14 TNf . PAOFERTY 5oUNI7Av_jeS ANI) IN THE- A>zEA Or- $F1-eV"V- p'RtVE ExTEADED Akc> µTLToIJ 14t~I6t+T4 RD E Gtt1TtON -NOTICE TO CONTRACTOR The Contractor is specifically cautioned that he location and/or elevation of existing i4psI ilities as shown on these plans is basedAAElVC7WIS " PAtk records of the var; oas Utility companies nd, where possible, measurements taken inTHE5E1_LER_. Si. ALL. ?F-OvTo AL4 tND1tATED STORM 1)p giNA EPT the field. The information is not to be Bn CPP OowNSI?ovTCorINIEZTloe45- THE pL_ Mdt 7 Go11'tlzAtTot? rel ie4 on as being exact or complete. The Contractor must call the appropriate utility c,}lyL, 5SQIi Po t 151R1.E company at least 48 hours before any excavation to request exact field location of Ifirm 46 utilities. It shall be the responsibility oftheContractortorelocateallexisting utilities whi,,h conflict with the proposedFLUSHSILTFROtrtS'0F_rA LINES plasQlz Ta StTewalzk FINAL INyPr;eTloe imarovea ents shown on the plates. IWPECT C1.EA)4 AND REI'AtfL ALL EV_0,fDA Cbjd'rt2oL. ELFMENT'r AFTER I -,&CA vfiAi1rYt.%34 7447- T641E S°r'arR^ t wE,IG !s /N &,r^ Uwe tZ.tedr.Le.-, oR or+cE. Pie we K (M1ta.), r i 1E C+RR,tfCT' LACATlOstil +M1a Fe4v4Tf0A1 $EFpA& Ci +iai Uts THIfi CoMPt r r ri bF 71 SI±`M wc*AA., . t, COMMONWEALTH OF VIRGINIA J ALBEMARLE COUNTY 1AfI. lR ti CHARLOTTESVILLE DISTRICT' WA L - MART STUB CHAPLOTTl1,VILLE, V1iZG1NIA PI. JAMES'R, FREE'LAND I C - 4 Ia + c r4 PLAN Q REVISION 02/24/09 -MINOR SITE PLAN AMENDMENT - ADDED 19,500 SF CLEARING AREA ALONG WITH SILT FENCE FOR SOIL TEST BORINGS. FREEU ND-CLiNKSCAL"P ASSOCIATES. INC, Engineers • Land Saroeyors 123 WEST STOW AYE " GREEMILLC S.C. 271.4424 PLAT BOOK DEED BOOK TAX MAP PAATV CHIEF DRAWN RP OATS 4- DWG NO ;d 2814 THIS SEAL IS FOR REVISION®ONLY, DATED 2124M. NO OTHER CHANGES HAVE BEEN MADE TO THIS PLAN OTHER THAN WHAT IN INDICATED ABOVE. r Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 611 Yin/ a k -y7 -w Submittal Type Reviewed and Approved by the Comm4pity Development Department Date 4 I ZZ/ oq SEAL KEY PLAN SCALE Signature T 0) N Q Z z M 0 J Q Q W 3 2/24/09 JLKI MISC REVISIONS 2 10/09/08 JLK MISC REVISIONS No. DATE BY Description REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE TITLE JLK BKB 10/14/08 MINOR SITE PLAN AMENDMENT PROJECT NO. 5001 1382 SHEET NO. OF F E c A 1 2 3 4 5 N73'48'30"E-- 3 REVISION 02/24/09 - MINOR SITE PLAN AMENDMENT-, CH=65.35 - - L NG WITH SILT FENCE N36.43'30"E 1 / \73.13 s• I IADDED19,500 SF CLEARING AREA A R X45.00CH=286.04 I Ton447.52 \ FOR SOIL TEST BORINGS. L=287.35 - , - - =93.\07'00" R=868.81 \ \ \ I Tan=145.00 6 / / \ A=18'57'00"EIP A= \ I 1 \ _ EIP ---- N=.. EIPERKARDRIVE .R \ _ _ - - \ I I 50' PUBLI RIGH OF WAY PE E 7 I \ 465- \ o\ \ SP D LI T 35 P.H. LEGEND: \ ' / / ' --- __ ___________,__ B-15 - SOIL TEST BORING _-_-_- - SILT FENCE (REFERENCE STATE STD & \\ ' !PXiNxll_ 1 SPEC 3.05 MU - MULCHING (REFERENCE STATE STD &0,0 - - = -- -; - _-_ - -_ EXIST.15'ELECTRIC \ \ \ EiSPEC3.35) \ \ \ x EASEMENT i / 5- -_ - - - - ! V - \ \ DB 2 8-2i G4= DB 1226 P \ PS- PERMANENT SEEDING REFERENCE STATE STD & 11 I I IIII/ / / - - _ -_ _ - - _ - J llI _ _ - - - - - - 441--- J EE N NQTi` - S^ N6 \\ \ \\\ \ \\\ N LE SPEC 3.32) III / ' CONC. G - - - - - - - = 44 i- SD EBGE (AD ORAifEL- - '_- - •r o o \ o \ \ \ SD SD \ \\\ } I j I / , i// LDG HGT=462.2 406.2PSIII / / ROOF=459.91 v v v v O, r I I I / / r /// / / j / G n F=441.23 - 0 y c i 0 ' w / / / / // z D o a FF -441.7 0+, - I `s o z 1 I 1IIts // J \////// / o ' 0 1 1 p n z z m . "£p n 1 t\ I rl tip. o o / of ;0 0 111 1111 NOTE: I I, / ///%/ mac'' # 0 / 4 EXISTING SITE FEATURES & TOPOGRAPHY SHOWN z 1 1/ / l j/ o° EX. GEOTECHNICAL FF -447.1 v I c 1 I II I I r BORING LOCATION TYP. GRAPHICALLY PER MARCH, 2008 AND DECEMBER, Z I I (// 11 / 11 I ( ) '0 , 1 III I 'I 4 I oy°91 2008 FIELD SURVEYS BY DEWBERRY. I I/ % I// jell/ill /l -, x_ ,o- .0 1 % I I ` \ `e I 11 1 D o s9 9oF 10 ) 11. 489.6 gdr-BUILDING RESTRICTION LINE M FF -469.6 Il m SF . \nom or)I 1 d $. - J - r I' Ir 111III I I ; h IvoF=441.19 "' i 1 ' 1 ' j/ \ I mOD ,I`- O orI` II SIIN d''(nY mQ 111 \ - _ ! 1111111111'11 c g0 0 m I +ROOF=460.92 \ - I I I) III + w _ o III _! /, 1111111, vQim o7 l I iPISXI !! !! 1 I ! I' / lll 111(1 II I) I AREA TO BE ADJUSTED TOA 2:1 SLOPE I I ! ) ! ! ! !' ! l I APPROX. 0.1 ACRES (4,636 SF) , l 11 1 I IIII A . CHISELED ! Iltl I ji III III1 8 X R `` Ho IN - 111111 EXISTING DISTURBED AREA (SHADED) STORAGE o q / COI?C. III I II IIII III M - S, X RAGE METALIII 1111 III 111! o o APPROX. 0.4 ACRES (19,500 SF) Ilii 111 IIII 1111 III m mIc LA 1 o/ I I I )III s: I, m om m TYP. 0 4 1- IIII 11 IIII lIl rc III I D O I FF=441.21 \ 1 1 I IIII Ill IIII III c r J / j 11 VIII `'' GATE 50.5 r I 11 III IIII 11 I 9 I IVI / I IIII' III III !\ Jill r . . / 1 1 , II IIII 11111amaII II m I llllll 1414// Il Il1l II 0) - Il l l STORE #1780-09 X/ IIII III 1, 1 1 10 N \J / ' I 1 1 1 1 1 1 l I I l I l 1 i I J / l l v 119.3' _ 1 STORY BRICK & BLOCK BUILDING i 1 I I I 111 1 EIP ' I ,l l + ROOF 462.19 #975 HILTON HEIGHTS ROADI IIII Jill ! // _ j lL l I I SUBJECT PARCEL I / o: J ! 111 111 III IIII !! !! I! ( it 'TRACT A' ' Q/Q / 1 IJ , 11) 1111111111 Ijl © FF -489.6 i 111 ll! I1 JI I I 1' /1 1 l l - SF TM: 45-68D5 ( ° Ex TING 1 1I II1 1/ll 11)1 I 111 13.284 ACRES ^ 0 ' wdTER NE ! f III I 1 11 I III !III IJ1I If l 578,658 SQUARE FEET) m rn / E SEM NT 1 Ifl Ill Ill I(! III 111 JI11 !III 1l / I{ IJ I I SEE REF. 1-4 I z z y'u l 1 ! / IIS Illi 11) I It ttt \ 1111111111J) (l1 11 // 1 D'X' ON 0 / / / / _ - II\lt\ i II 1' S EAST CORNER I I SD I\ 111\\ \\ \ \\ \ \ 1 11 . 44MO.oss m 1, l I! ) 1 t I) I\ 1\ IIII I 11 - / IIII I I III \ ' I I i l 1 i / / t °` ' 0` °' _ 4 I I I I I 1 `I i! zz 111 l r I / / / ,A6 c0` 90.01 BENCHMARK: #1848 If 441- 1 X G 6 F=441.25 I x. `\` - _ s11 / ' WALL GA , FF=441.26 0 , 60p NAIL IN POLE;- 441- \ \ - 30 BUILDING RESTRICTION UNE1 ! 1 ! 111tT1c57 ELEV. 44 j .167 \` \ \ - l! !!! 1 !!!! ! ! - ` - PIV + Q` 33.7 in it 65.2' in L, 33.6' o 0 w SI6NAL POLE Q If 1, i I !! c Nc.wALlc J % FIRE .9 1' cbNc.wALlc , / EASEMENT No. 2 HOOKUP 134.3' - GATE 50.5' / TRAFFIC LIGHT P J 9 l / ra0 PARKING i 981, f LOCATED- OUTST6EE -_ 10' PARKING SETBACK111IfrI 11111 llZ NO PARKING % /IC•MU4Jc C o 0 0 0 -- OF--SIGNAL POLE - L E F ;/ P, ' i/ l EASEMENT / 1CURBISLANDTYP.) rn J -- X43 j N 1 111 I 1 PI. 1 I i1 1111 11111 I I / J 1111 11111 01 1' ' Pw'°` jO c V TOR I R r © ' -436- _ 11r 111 11111 , , t OX ,SIGNAC POLE IIf I If 11 111 1111 4 1- - ` i S ' ABS ' \ EASEMENT No. 3 B GRAPHIC H I C c ' SD - -439- - - - ,4 ' © \ SCALE 39 TRAFFIC LIGHT POLE 0 40 80 160I1 J r i 1111 11 - - _ /' / LOCATED 0 J I 1 111! ! j n- \ a % f F SIGNAL P LE_ 1 a_ S° --- 43943s li/ lel li 11111 1, ° CAQZ REFbkRN a cn 43 Vv _ _ - I O 41- a as1ill1111X111/I £c ? o• - \ \ V a Mill1l1IJ \ \ FR ssNq - I /Il IIII III/ a \ S cF V) U \ V) V) Ln 1 \ 2 r r o L0cv r ' . b -438- - - ri / / i ! ( / l 11.,11/1 1 /1 l Q pq to NCL o 1111 1 VIII \ I° - f l / ' 3 - 0 111 1 ! 11 ( cn " \ I1 o r Q111111111IN /l \ 1 / L0 (L 2 111 llf' ll'I - W 11111i11i111 I \ \ I 1 f11 0 1 Ir - LJ _ / IIII I I \ 1 _ %' // - L aIll 111 IIII I I \ 1 I I ( \ \ / / '/// 1 r j z m p OSCPca o Ill III IIII IINJ N i \ _ w m10 // J l 1 1iX v1 = ) I I I I I l IIII )III a 1 \y, Na \ s _.__., a 6 I Q1! d > cn " o 2 II II! I \ / I o vii vco 111 IIII IIl IIIJ a ' ao- \ \ r 300 m _/ I I 11 w O I Moovi4/ )1111)1 / / oN ' 1 0) J I` 1 Q m X o- m Lli 0 I l/ 11(1 0 , 1 ! / a te 't m Q m= Z a 1 I l 1111 1\ 1 0 ti I S I x1 CTRIc _ lI A"Jco ; a `" m a w a W EMENT 111 r 1 ' l l o< C-) Wco / /! I I 1111 0 1 I Illll Q C-4N I0- 1! 11 1I\ I P ROERTY LINE PER REF. 1-3 11! ` B N ONE Wa -NOTE* ERTY UNE PER REF. 4W BOX `' A z w I / r PHYSICAL MONUMENTATION FOUND ON Fn w MAP 1 / J ' m / GROUND TO SUBSTANTIATE REFERENCED SSlI \\\\\ SDI \ I\\ \ 5 / SD ` ` S D SD SD J ,\ `' - -- - 1 --4-- SD IN FEET ) 1 Inch - 40 ft. ILEGEN7D EIP-EXISTING IRON PIN O NIP -NEW IRON PIN A COMPUTED POINT v-SIGN MAIL BOX e FLAG POLE 4 GROUND LIGHT M PHONE PEDESTAL 0 UTILITY POLE W/GUY WIRE LIGHT POLE UTILITY JUNCTION BOX TRAFFIC LIGHT POLE OHE-OVERHEAD UTILITY UGE-UNDERGROUND UTILITY SS -SANITARY SEWER G)SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SD -STORM DRAIN STORM DRAIN MANHOLE STORM DRAIN INLET EMSTORM DRAIN INLET o RD -ROOF DRAIN CC -CONCRETE CURB CCG -CONCRETE CURB & GUTTER G -GAS LINE A GAS VALVE PIV-POST INDICATOR VALVE A WATER VALVE WATER METER FIRE HYDRANTT W -WATER LINE AHC -HANDICAPPED PARKING SPACE o BOLLARD/GUARD POST PF -PAY TELEPHONE OORNAMENTAL TREE TREELINE RE SHOT r_ - - T - _ SS-_ - ^ I / S ORIGIN/DESTINATION OU KNOWN) ATER VALVE Z- / \ D 44'94 / ox _ T r ( \ Ss g' - - S _ SD S NIP 2 t EXISTING WA 1.2' 1(34 SD EASEMENT 53 1 NFEXISTING 20 WATERLINE P - zzr / ni - --" SD 546 4 \1 \6'' 6 ---- - - / _ EI + 3: 8 7=7-EiP- _ r - - - / ® - - OHE - OHE - OHSD /--S H 13 E 11FS 1 OHE - OHC--- ---- 9 - T- \ OHE I ! / E OF 1-_` NE-- Q -OFF S- OHE H ENG IGNAL \ i St4T 17'2 "W SD S \ \ EMENT \ \ I SD 1 \ \ cn 1 S01 53'49 \ \ 1 - TUR< LANE- I \ - \ \ -\ - . tN' X102'37'21 b, J = 44.47 CH 3.96 ate L-46 52 \ L=45 93 1 \ - t \ \ \ - t-- -- \ R-4500 \R=4500 N \ \ ,, \ \ \ \ o UTHOUND\ LANES \ N \ Ton= 58 - -L \ _ \ \ 4' \ 2p.. \Tan =25.19 \ 1 - - -\ - -- - \ \ - 0 \ \ \ \ \ \ -\\ - 4=58-28-27-\\ 1 \ \-- - \ SOUT i BOUND LANtOA=59' 1 37 I I CURB, ISLAND l 1 \\ \ \ \ I TURN LANE / 1 ' i ) \ \\ - \ \ TUR LAN l J 1 I A / / / / / / fi ` - - -f- ---1 - l- _ L__ l / / l / / / / / / 0 / / /CURB ISLAND1-1 T- -- 1 - - - - - - / - -. - - - - - - - - / RTH OUNI LA - /- / / / / 1 i / / / % - - - - 1 (~ - - / l l l T I 1 r / / / _1_ -/ - IL NORT BOUOD LANtS - / I ? / / - - - - - --/ - - -- f - - - -- T T 7 - SD -1- r / T / / l 1 / / / / I 1 11 / / - l- -- - - - - t - j- -T - ___ l 7- - - I l - SD SD / Smiol l i / Oyu SEMINOLE TRAIL U.S. HWY. No. 29 VARIABLE PUBLIC RIGHT OF WAY PER REF. 8-10 rn SPEED LIMIT 45 M.P.H.) 17 c* A Y, Z 034285 10 THIS SEAL IS FOR REVISION&&ONLY, DATED 2/24/09. NO OTHER CHANGES HAVE BEEN MADE TO THIS PLAN OTHER THAN WHAT IN INDICATED ABOVE. i 4 Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 XT of, w U O m Ljr- JLK co of a YO cnc 5 m r z 04 p 00m D LjmJ o 00 =) 5 YQLi.I m SF . \nom or)I 1 d $. - J - r I' Ir 111III I I ; h IvoF=441.19 "' i 1 ' 1 ' j/ \ I mOD ,I`- O orI` II SIIN d''(nY mQ 111 \ - _ ! 1111111111'11 c g0 0 m I +ROOF=460.92 \ - I I I) III + w _ o III _! /, 1111111, vQim o7 l I iPISXI !! !! 1 I ! I' / lll 111(1 II I) I AREA TO BE ADJUSTED TOA 2:1 SLOPE I I ! ) ! ! ! !' ! l I APPROX. 0.1 ACRES (4,636 SF) , l 11 1 I IIII A . CHISELED ! Iltl I ji III III1 8 X R `` Ho IN - 111111 EXISTING DISTURBED AREA (SHADED) STORAGE o q / COI?C. III I II IIII III M - S, X RAGE METALIII 1111 III 111! o o APPROX. 0.4 ACRES (19,500 SF) Ilii 111 IIII 1111 III m mIc LA 1 o/ I I I )III s: I, m om m TYP. 0 4 1- IIII 11 IIII lIl rc III I D O I FF=441.21 \ 1 1 I IIII Ill IIII III c r J / j 11 VIII `'' GATE 50.5 r I 11 III IIII 11 I 9 I IVI / I IIII' III III !\ Jill r . . / 1 1 , II IIII 11111amaII II m I llllll 1414// Il Il1l II 0) - Il l l STORE #1780-09 X/ IIII III 1, 1 1 10 N \J / ' I 1 1 1 1 1 1 l I I l I l 1 i I J / l l v 119.3' _ 1 STORY BRICK & BLOCK BUILDING i 1 I I I 111 1 EIP ' I ,l l + ROOF 462.19 #975 HILTON HEIGHTS ROADI IIII Jill ! // _ j lL l I I SUBJECT PARCEL I / o: J ! 111 111 III IIII !! !! I! ( it 'TRACT A' ' Q/Q / 1 IJ , 11) 1111111111 Ijl © FF -489.6 i 111 ll! I1 JI I I 1' /1 1 l l - SF TM: 45-68D5 ( ° Ex TING 1 1I II1 1/ll 11)1 I 111 13.284 ACRES ^ 0 ' wdTER NE ! f III I 1 11 I III !III IJ1I If l 578,658 SQUARE FEET) m rn / E SEM NT 1 Ifl Ill Ill I(! 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No. 29 VARIABLE PUBLIC RIGHT OF WAY PER REF. 8-10 rn SPEED LIMIT 45 M.P.H.) 17 c* A Y, Z 034285 10 THIS SEAL IS FOR REVISION&&ONLY, DATED 2/24/09. NO OTHER CHANGES HAVE BEEN MADE TO THIS PLAN OTHER THAN WHAT IN INDICATED ABOVE. i 4 Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 XT of, o JLKI MISC REVISIONS i o JLK co No. DATE o z w O SEAL KEY PLAN SCALE GRAPHIC SCALE 0 20 40 IN FEET 1 Inch - 40 ft. 3 1 02/24/09 JLKI MISC REVISIONS 2 10/09/08 JLK MISC REVISIONS No. DATE BY Description REVISIONS JLK DRAWN BY BKB APPROVED BY CHECKED BY 01/27/09 DATE TITLE MINOR SITE PLAN AMENDMENT PROJECT NO. 50011382 SHEET NO. OF