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HomeMy WebLinkAboutVA199000082 Other 1991-01-08vGET o �9 � /� %�%�T �i/�/ %roc e� //, /9_90, Ti�'� i'/%G�' L11V,6 6 .4N� B.G//LL: PIMN ,5 ,4.4P� ..� 7AIOWIV .�A.�'EL �O CSC OB 860, �i. �5� �y NO /458 /NLET j- /5V/.S . ZOi �i,67S N®i /E dY/rA,'11 / .4 /-/Z-I O /00 Y4'. + /NGEr CoivcpE-r � E- cUR� GCirrE.p /R5 N U �b� z A. ��srAL `) cz/,?B /NLEr IfId/fYf/GYE /W/VwozE Y/.ORER LE!/EL CO//E,QlD /-//,/L/< �rEs� z//L D11vim 2 ST0.4Y RE%4/L &U/LL7/NG LzO,-Wzw LE!/EL COliEQEO `Y/!L/f -, -L�J/NLEP (i� TO�!/N5/OE EAST L/it�ILTEO �t14TNE,45///P aT-AX /tC 60, PJ,Qc-EL L"O cr PLAT L7B �/9, .� 25 Q 3--;t uq� vE- t V V '-�CU/2B /NL E7 GAS Z/NE L�4SE�f�JENT QB ///9, '� `--U,00E,4 LE//EL CO!/EREO `f//1Lff� dl��IPEQ iLlETE.Q LrrPJ 2 v'ro,4Y RETAIL !JL//L LD/NG ^l�J�t/EP LEIiEL COliE4E0 Aoz/,f Q� h I _ r T 7� _ �4"PC. P.IOPd// SEGYER P/�E�TYP. /L/dNHoG E 6� UNOERGrt7UN0 TEGEPilGY1�E 7 406,5 , T I .Q4",,::' sz FQo/%i 49z1&11o9%E42 Lr. y �xk raj ~ I Cu INN II m � c/CY�l /NG.4E55' P EGRESS fISL•h/E/Yl Ogla-,u, ,wl,51 LT. C/NG��.�unio Ez.�cr.Qic 6 %v r 6` ET OwG. /Vo. gd -257. 04 F/G_<NO. e&-,?57 F 578 ' Water and Sewer General Plan Notes (ASCA) (1) Work shall be subject to inspection by Albemarle County Service Authority inspectors. The contractor will be responsible for notifying the proper Service Authority officials at the start of i EX. 6. 1, 1 \ \\ \\\ �� work. \ \ �\� (2) The location of existing utilities across or along the line of the so S8�\ s `Sd \s8 `S9 proposed work are not necessarily shown on the plans and where K; 15 1�GP 8 o C shown are only approximately correct. The contractor shall on �v � \ O - 0\ \ I13=,15 GL Ill RGPe U.50 \ �\ � T y4�L his own initiative locate all underground lines and structures as Rql\ \ fj c�lj necessary. L1f117 v� �E �p rc \15 _L_ANP5c b G S� (3) All materials and construction shall comply with General Water �pC I and Sewer Construction Specifications as adopted by the -- ` p" Albemarle County Service Authority on January 20, 1983, as DE(�lN NEW t �,' -_\ \ \ \ /S �''G 9 �N amended JUL Y 1, 1985. 9�E�, (4) Ail elevations are based on U.S.C. and G.S. datum. Ld 171" \ \ % p (5) The contractor shall be responsible for notifying "Miss Utility" I i - SGS �PE (1-800-552-7001). (6) All water and sewer lines shall have a three foot minimum cover o ?s, \ Q�P \� \ S p over the centerline of the pipe. IN -672-'' l� ,\ \\ \\ \\ I \\ 15 5P E10VC F_X\,4-v ONG. SW. FbFLACI�\ 57G Aso 578- .� 570 C, \ \ CJ 6 � rj\\\ v (�01 v Ip"SAC°' TAPPIN G C \ f SLEEVE AND VfV-VE 1-450P�1 rr6F- LGVGL` 0V9F-G-V W�.LK �\ �7 \ L \ (� WATER ! \ V vv 55' APLH-I2RWC�S. F GXAL-r G EVS. \YP \v I/ILVE , tL SP1cZoT F N�` �JK� DRAINAGE SUMMARY TABLE Structure 7 Description Length Invert Invert slope Remarks From To (Type) Feet In Out % 8 DI-1 570.00 138 3.80% 15"RCP 5 DI-3B 564.75 564.50 L-T 5 -DI-3B 546.75 564.50 L.T 50 1.50% 15"RCP 4 DI-38 563.75 563.50 L-4' 4 DI-3B 563.75 563.50 L-4' 171 6.491 15"RCP 3 DI-3C 552,40 546.40 L=5' 13 HOOF DRAIN - 562.00 139 4.32% 6" 11 MH-1 556.00 555,25 14 ROOF DRAIN - 556.70 74 0.95 % 6" 11 MH-1 1 556.00 555.25 11 DI-3B 556.00 555.25 57 0.61 % 15" RCP 10 DI-3B/JB-1 554.90 546.96 L--4' 10 DI-3B/JB-1 554.90 546.96 L.4' 112 0.50% 72"RCP 3 D13C/JB-1 546.40 54640 L.7 3 DI-3C/JB-1 54640 546,40 L.7 20 0.50% 21'RCP 2 MH-1 546.30 546.05 9 DI-313 - j47.50 20 2.50 2 MH-1 5.46,80 546.05 27 DI-7 572.50 57 4.82% 15"RCP 26 DI-3A 569.75 569.50 L-2.5' 26 DI-3A 569.75 569.50 L.2.5' 80 5.94 % 15" RCP 24 DI-3A 564.75 564.50 L-2.5' 25 DI-3A - 565,00 L.2.5' 34 0.74 % 15" RCP 24 DI-3A 564,75 564.50 L.2.5' 24 DI-3A 564.75 564.50 L-2.5' 5 4.00% 15"RCP 23 ES-1 564.30 22 ES-1 563.50 65 3.03 % 15" CMP 21 ES-1 561.50 - 16 ES-1 - 559.00 8 3.12% 15"RCP 17 DI 3B 550.75 558.50 L.6 17 DI-3B 558.75 558.50 L-6 116 2.37% 15"RCP 16 DI-3B 554.75 554.50 L-6 16 DI.3B 554.75 554.50 L-6' 90 2.50% 15"RCP 15 MH-1 552.25 551.40 20 DOA - 569.62 L-4' 18 0.50% 15"RCP 19 DI-1 569.53 569.20 19 DI-1 569,53 569.28 35 0.50% 15"RCP EX. DI DI-313 1 569.10 568.90 to DI-313 546.50 546.25 24 0.50% 15"RCP 2 MH-1 5.46.13 546.05 DES'j'gL \ �Q \\ \\ \ \�� P \ irC FS-I TO BE U'TtLIZEp WITI-r.IIV P,I-L SToRI''l STP.UCTUKES 5 - - -H� ~p I UI'PGE� L�VT;I, 1 F\$ EY UPR l.G-VEL t;LEV. ���PGE� LGVGL FFELC-v,\ UPPGR LGVGL\\ c - \\ - > � � 570 \ \\ �?.26 �`\ \`�82.25 \\\ �� 584.25 kFELCV.-589.?6 \ -\\ - ` - 6 -L .F 6Lt: ' LOW6lz L6 PF. GLGV uowralz L6Vtb ` f�G � evcL . F rf�v. �wc� L �c � � - � c � Q t \ 1, _ ! N °� r I ` 570. Z I` \ �7vL� 57�i,2�\\ l' (" GL6V 573,25 \ _ i '� ���GK 1. r -b,J \ \ J �� ` -- -- sTW o N G c \ 3 G,-& 75 7�� , 580 \\ �"I�NJP`M &0 - 5 - _ rY Xvv I vv v� v Lt7W6I� (. -VEL Gc2VE p L�IAI,K �� J I 2 \ \ M GJ c�7\ ,a sToP ZR1E RE1AINlNIWPLLI - 8 /� /+�+ �EEb �G lJ o ` LTYP) ONE- Zi?\ EE 2N 5 + �� z l 1�-� 4 DI-36 5C�8 \ \ \ `` - � I - - � �zv 10. _ ` woodEu w<1�TE� SCREEN, / ,v�F�� + _ ZON vR- z� cc IZ P. O fz 51' GG5 2 17GL. �D L. DEL. SEC AFzCH. 17(L1 ,iYP. P� l 3 - ,2 - \ % - E,�P - - - 588 _ �2 4 + _5 O \ ' 50'- 15" Gt, III ` 1 0' c rrP� EMP� z� 3 , P G \ \ \ I 8 15'GL 11� �pL+ 2.�2/ `�,\ �� \ \ gpg( S�oCNE: \\ DL \ r 579 57 LLL\\ \\ 57 \\� 572 5 78 s� s89 _ \C115 J S 30 LU Z51G\ �'�` �p\ J2\\\ \ \\\ � � Z 5 26 t 3 ID III 558 ' Lo7Dl � _ I \ZON E. � . - 71 S 574 Ullull pA1 _\ (� Q \ \\\ \ \ .� p \\ \ \ \ \\ 7�6 PGL<7GATEt7 \\ , �� \`, �UlU 1N& A \ 57z 582 -_ 1 _ ' T I l �E;1z t,EVEL FF LLGV,-�`7Z.7 U1't'61z LFVCL, F F. 5(,GV. -- 574.75 `\ UPPGf� LE4.GL FF. ELCV - 57(, 75 Ul?I'Efz LE�lC(; F. F- GLCV. - 57&.74 `\ l - ,uQn i3Okl\,�7� .EVGC F�G- 5,2LvW E �LGV�,,F,F. 6r,v - 5&4.75 \W F- LZVGL f G LGV- 5G:95 �FECV_ LE 10 .4 CT 10 570 X 10 F L�'��OVGi�Gn Wf�LI< a --- Low- I I .... �G�r\�GH.I7RLSL�2. Fr7R;,,75PG-C G1.CV�.-SY7 I cv GJG \ w \ vim; _ Glr Z \ co MH f'VC 53 / t 272'-C��P1YG C EDGE 'oF 91Dh1Ac h 39 s"R P c� n1 20.F4i 1Q1 r 5GT E3A D L. - - - II I X. M.f•t. - `E -- - _ -�-- )�-,5 i'li Vtz. Vfk1 52 c�s I VPdV� T(Y A 1'�1 UW'O 1> Jkt. T'(PIGAL P'AFtKINGi °DPAGE "I"Ia \\ ,j \�\ ---56 A �5 E M-[1✓1z1 X,�E1= t7T1.. ` F'F-OVVE WIA6. WNEEL510F FOFz S� ` 56Z__ _ 9 uNDERG�0Un1D l',�CNN 7 - o v LT SPACES I�LE IN FNTOFAFLAVE. sSB ` ___ _ _ _EGrKIG X 5h2 W \ \S 5G0 = `��� JO f'IKG. 5E1VIACK FF-om 5c7 I TOI S TlF >✓EVE�D NT�OF PP_IFI L'9- GG FjO� I �h -13 ! v �A rA(, r - I \ I I �xa- _ wlTH - ' EX. .I. TO 6E F_F1UOC.ATED To NEW CURB - - I 1- -- �- - --- -- - _, - - - - --- - - - - - p T / I D x I � PF�AIt� P:(�E E MFJI I g' I� 1✓X. (� I IORRItJhGtE ean1. EX. 29 F61' - --- 558- -- 15 - - - a.i �P 9 `-- C1t11,- A1N 560 (,2 . iz/w r ENE / 1 DI 3B� PoTENT,IAL LDNFL.tc-T 5�F_TWE�N " Ex. sTOI;M SEW EX. WIM TO v u =40' Rc r�3 �� �H157 IzIGA 516NTOP�MAIN ------ IS ll Z O fzE GAZE Gi>h5 - --- ---- --- -- - ----- - ----- _ - - --- - - - -- - -- - - -- -__ - _ _ _ _ - _ _ � - � �l�A"T>=P P>?lo� To caNs z UfkU X <gY cIT()9 - --- -- - -- -- - -- - - MFW Gla-hi ----- --- is- NEW EbL�E OF PVMT. / / x EMI=NT -C� POTENTIAL CONFLICT 13ETµlEFti1 (IMITS OF f=UYUf� I�W.LXPAN��ION ��� - NEW IZ ASPH�L� C��GEL LANE at PFZoV IPE� I �� EX. W/M + S'TOF Pk SE.N . G W & w G„W g.,1G N / _ - F_ . �( 1M GW B.,TC. 5AN --- - - S..T.C. 5AN -- o TPPE,F� 7.G. 6AN To BE FIELD LOL-Q.TED F' (OrZ TO �ONSTK��TIUN. - -- - EX, (�� O I �p A= -10.37 �LX Enl�6 01,1�/1t7. /� ,, II ' I '' \ /Y P t-� gyp' h�`j. En F }'"fMi * p, u6-r To f':w- G ADE �E4XJ1REl7 # h R=26.70' U. 15. 2 5 (� h�A E A 5 T � O U N �h17 ��' (� W -h��/ (� V l l'� V) V/� - ------- 15 rat -. -. -- --. _ - =- - -- -- - - - - - - - -- --- - E -4 EX. 1'AlMTUP (6KTEFUNE "AS -9U/L7_ PLAN' 8-/190 TC)WNSIDE EAST IVY ROAD AT COLONNADE DRIVE ALBEMARLE COUNTY., VIRGINIA THE COX COMPANY Planner,5 e Civil Engineers • Landscape Architects 220 East High Street Charlottesville, V2. 22901 (804) 295-7131 KIRK HUGHES & ASSOCIATES Land Surveyors • Land Planners 220 East High Street Charlottesville, Va. 22901 (804) 296-6942 EX. PAIN I C 1V GI✓N I U F-ulN MITCHELL, MATTHEWS, & ASSOCIATES L.TD. Architects 2350 Old Ivy Road Charlottesville, Va. 22903 (804) 979-7550 VICINITY MAP I�\Belfield Sch, :�tlz s GENERAL NOTES 1" SIGNATURE PANEL J r Department of Planning and Community Development Department of Engineering Department of Zoning Department of Inspections (Fire Officer) Albemarle County Service Authority Virginia Department of Health Virginia Department of Transportation 1. Owner/Developer 7. Parking Lot Layout Townside East Limited Partnership Spaces are 9'X18' Aisles are 24' wide. 2. Planners/Engineers Traffic marking are 4" wide, painted white. The Cox Company 220 East High Street 8. Parking and Travelway Paving Materials Charlottesville, VA 22901 Two (2) inches S-5 Seven (7) inches 21-A Sub -Base 3. Architects Well -Compacted Sub -Grade Mitchell, Matthews & Associates Ltd. Minimum CBR=10 2350 Old Ivy Road Charlottesville, VA 22903 9. Route 250 Decel Lane Paving Materials One and one half (11/2) inches S-5 4. Parcel Identification Three (3) inches B-3 Acreage: 2.34 Eight (8) inches 21-A Aggregate, Primed Jack Jouett Magisterial District Well -Compacted Sub -Grade Albemarle County, Virginia Minimum CBR=10 Tax Map 60, Parcel 40 C 1, Lot 1 Deed Book 741, Page 538 10. Sidewalk Paving Materials Deed Book 419, Page 25 Plat Four (4) inches Concrete with 6"X6" - 10/10 W.W. Mesh Four (4) inches Crushed Stone Base 5. Existing Zoning Well -Compacted Sub -Grade Highway Commercial (HC) 11. Curbs & Gutter 6. Survey Data Curbs - VDOT CG-2 Boundary survey prepared by Curbs with Gutters - VDOT CG-6 Kirk Hughes and Associates Dimensions shown are to face of curb. Dated: December 20, 1988 Topographic survey prepared by 12. Outdoor Lighting Kirk Hughes and Associates To be directed towards the site and away from Dated: December 20, 1988 adjacent properties and roadways. 13. Site and Development Data A. Proposed uses and maximum acreage occupied by each use. Square Feet Acres % of Total Building 16,659 0.38 16.3% Parking & Off -Street Loading 26,842 0.62 26.3% Vehicular Circulation 34,769 0.80 34.2% Pedestrian Circulation 7,040 0.16 6.9% Open Space 16,620 0,38 16,3% Total 101,930 2.34 100.0% B. Impervious Surface: 1.96 acres C. Maximum Amount of Paved Parking and Vehicular Circulation Areas: 1.42 acres D. Maximum Haight: 35.00 feet E. Total Employees: 62: 2-Building Management, 60-Lease Holders 14. Parking Space Analysis Tvoe Provided Reguired Requirement Total Spaces 157 157 1 space/100 sf for the first 5,000 sf plus 1 space/200 sf above 5,000 sf of net retail area" Handicapped 4 3 3 spaces per 10 1 -200 (included in total spaces total spaces .net retail area = 75% of 35,200 sf = 26,400 sf 15. Loading Space Analysis Type Provided Reguired Requirement .Off -Street Loading 4 4 1 space/8000 sf of net retail area' 16. Datum used and Benchmark reference All elevations are based on U.S.G.S. datum. Benchmark (U.S.G.S.): Character of mark: Standard disk Established by: Virginia Department of Highways Designation: Y 345 reset 1959 Elevation: 550.47 feet Detailed Description: 1.0 mile west along U.S. Highway 250 from the junction of U.S. Highway 29 at the northwest edge of Charlottesville, 23 feet southwest of edge of pavement of U.S. Highway 250, 24 feet southeast of the center of a gravel road leading southeast to the Commonwealth Motor Court, 155 feet northeast of the northeast corner of brick restaurant and gift shop, 1.0 foot southwest of a rock wall, 35 feet southeast of culvert under U.S. Highway 250, 110 feet southwest of the south rail of the C&O Railroad tracks, 14 feet northeast of a manhole on gas line, 5 feet northeast of A.0 & G.S. witness sign, and set in the top a concrete post. 17. General Construction Notes (1) The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. (2) Prior to commencement of any construction within any existing public right-of-way, including connection to any existing road, a permit for said construction shall be obtained from V.D.O.T. (3) All paving and drainage related materials and construction methods shall conform to current specifications and standards of V.D.O.T. unless otherwise noted. (4) Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. (5) All slopes and disturbed areas are to be fertilized, seeded and mulched. Maximum allowable fill or cut slope is 2:1. Where reasonably obtainable lesser slopes of 4:1 or better are to be achieved. (6) All drainage inlets shall have a 2-inch local depression. (7) Paved or rip -rap lined ditch may be required when in the opinion of the Director of Engineering, or his designee, it is deemed necessary in order to stabilize a drainage channel. (8) All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices, latest edition. (9) Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. (10) All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). We the undersigned developer(s) understand that approval of this plan by the County of Albemarle does not necessarily indicate Virginia Department of Transportation (VDOT) approval of the plan. Approval of the plan by the County does not in any way relieve me of my responsibility in obtaining final VDOT approval prior to the issuance of building permits nd/or certifi ales of occupancy. DEVELOPER DATE Seal: tlevisions: w F513 1g39 - STOF;M 4:,i✓R_ _ 4 APRIL 196"1 - Go. CoMM1=.tJ"-(S 8 MAY 19S9 - Go. coMMENTS ` 17 MAY t989 - c_o. GONNENTS Scale: 0 i0 Title: SITE PLAN Hate: Sheet No: 4 /24/89 1 of 10 DRAINAGE SUMMARY TABLE --- - - _ �/ Water and Sewer General Plan Notes (ASCA) VICINITY MAP 1 � SIGNATURE PANEL' (1) Work shall be subject to inspection by Albemarle County Service Authority inspectors. The contractor will be responsible for I EX, r"I-+t I \ \\ \\ ' notifying the proper Service Authority officials at the start of EX. C.I. \ `\ \\ work. • i \\ \\ (2) The location of existing utilities across or along the line of the s� �Z? s��' s8 `$� S8 `s proposed work are not necessarily shown on the plans and where 15 IS; \ q 8\ 9v` C shown are only approximately correct. The contractor shall on �0�-- - - ID his I�"- 15 GL Ill tzCl'e U.Sc�`� \ \\ T4/� his own initiative locate all underground lines and structures as \ \ \w,t " 17 vF.15 necessary. E 9 \ Ca4Nb�CApC \MCb �pSV/ (3) All materials and construction shall comply with General Water prf7,PLC and Sewer Construction Specifications as adopted by the e'eGIN NEW - - - \� \ _` \\ \\ �_' - -''�\\ / �q y�� Albemarle County Service Authority on January 20, 1983, as - \ \\ \ _.____` Gv�G� SST amended JUj_-( 1, 1985. �E� (4) All elevations are based on U.S.C. and G.S. datum. A 19 t2j`� I G CS i (5) The contractor shall be responsible for notifying "Miss Utility" (1-800-552-7001). (6) All water and sewer lines shall have a three foot minimum cover W ----- - cs p over the centerline of the pipe. v / A7 HIWA KT \,�7 57& say 578 570 589 \ �l OF �\ b l,fT-t dIIF // FCC � \\.5j \\ \ i `� • \ \ ` \\ \�\� �\ �\ �•` `\ S \ (� \ cCr SLEEVE MD klP1 VE I 'f5°13E11 S� \ \ ;\..... \` \ .. _ \\ \ G \ \ \ � \\ \ �S \ Fty- GXAG7 Structure # Doscrlpllon Length Invert Invert Slope Mnnarks From To T e Feet In Out % e DI-1 570.00 138 3.80% 15"RCP 5 DI-3B 564.75 564.50 IL=T 5 'DI-3B 546.75 564.50 L-T 50 1.50% 15"RCP 4 01-39 563.75 56,150 L=4' 4 DI.3B 563.75 563.50 L=4' 171 6.49°/ 151RCP 3 DI.30 - 552 40 546.40 t.L=5' 13 H�F 7C11IN - 562.00 139 4.32% 6" 11 MH-1 556.00 555.25 ; 14 ROOF DRAIN - 556.70 74 0.95 % `�6" 11 MH-1 556.00 555.25 11 DI-3B -.1555.25 57 0.61% 15"HCP 10 DI-3B/JB-1 554.90 546.96 L=4' 10 DI3- _B 554.90 546.96 1 =4' 112 0.50% 72•RCP 3 DI-3C/JD-1 576.40 54640 I. T 3 DI-3GlJB-1 546.40 546.40 = T 20 - 0.50% 21"RCP 2 1 MH-1 546.30 546.05 9 DI.3B - 5�47.50 L=6' 28 2.50% 15'RCP 2 MH-1 546.80 546.05 27 DI-7 - 572.50 57 4.82% 15� RCP 26 DI.3A 569.75 569.50 L_2.5' 26 LOA 569.75 569.50 L=2.5' 60 5.94% 15-RCP 24 DI-3A 564.75 564.50 L,.2 5' 25 DI.3A - 565.00 L=2.5' 34 0.74 % 15 RCP 24 DI-3A 564.75 564.50 L.2.5' 24 DI.3A 564.75 564.50 1-:.2.5 5 4.00% 15" RCP 23 ES-1 564.30 22 ES-1 - 563.50 65 3.03% 15, GMP 21 ES-1 561.50 - ' 18 ES-1 - 559.00 B , 3.12% " 15RCP 17 DI.38 558.75 558.50 L=6' 17 DI38 558.75 558.50 L=6' 116 2.370% 151HCP 16 DI.3B 554.75 554.50 L.6' 16 DI-3B 554.75 554.50 LqU W2.50 % 15'.�cP 1s MH-1 ssz.2s Ss1.40 20 DI3A - 569.62 L=4' 18 0.501% 15-RCP 19 DI-1 569.53 569.28 19 0I-1 569.53 569.2E 35 0.50% 15"RGP EX. DI DI-38 569.10 568.90 1A DI-313 546.50 546.25 24 0.50% is, ,0CP 2 MH-1 546.13 546.05 i aG-lj\.lfjel� / O-. d d 1. �v Department of Planning and Community Development 1 _ - l�Department of Engineering V1, Department of Zoning r�✓ ; 1= ��f F/� Department of Inspections (Fire Officer) �t . l .I� 2 \ Q \// ,pPm.: 1p ��,- ti Hall / � ) � ; Albemarle County Service Authority Virginia Department of Health Virginia Department of Transportation GENERAL NOTES , 1. Owner/Developer 7. Parking Lot Layout Townside East Limited Partnership Spaces are 9'X18' Aisles are 24' wide. 2. Planners/Engineers Traffic marking are 4" wide, painted white. The Cox Company 220 East High Street 8. Parking and Travelway Paving Materials Charlottesville, VA 22901 Two (2) inches S-5 Seven (7) inches 21-A Sub -Base 3. Architects Well -Compacted Sub -Grade Mitchell, Matthews & Associates Ltd. Minimum CBR=10 13uRlEP \\ v \ \\ �, �%` j�] fjai• \. 2350 OI Ivy Roa \5TAL \\ W Q I \ \ \\\ \ \ \\\ V �t✓` \�YP, - \\ \ \ �� \\ .� \ \, 15-1 To SE UTILIZED WITRIN PJ-I- SToRht Sii'.UrTURES Charlottesville, VA 22903 9. Route 250 Decel Lane Paving Materials � \�\ ` One and one half (11/2) inches S 5 r II IL h LLJ_ _ t� I ` \ \ ` ` 4. Parcel Identification Three (3) inches B-3 ° 570 \ \ Ut'f GIB LCVE✓L�. L>�CY. UP�'rxt? LG-VEL (;LGV. ♦tt�('Giz I.GVGL FFEI,EV UC'PC1� LGVGI,\ c \\~ 1__ ` \ 5S4.25 1 F EC.CV. -5r3q.26 �`��' _G \\� \ \ _ L)AIEd Acreage: 2.34 Eight (8) inches 21-A Aggregate, Primed \ \2.28 \ 582.2� \\ \\\F :.- 582 \� \ \\ \ \ \ \\ GR Jack Jouett Magisterial District Well Compacted Sub Grade �• Q�\ LD`I..f F- I,GVGI,\T.r G-.GV. 1/71 1G1z LG�7Gl C� l:t.E✓�! , t;I�WG(� I,G�G(� FF. GIGV L5C�L'i- LGvtL \ 'y Sz \\� \ -5��- ay p Albemarle County, Virginia Minimum CBR=10 OL p I I--� \ `\ 570.2 I`\ \\ 57c�.L� \ 573.2fi\\ t" r CL6V��57�25 � 2 �«\\ �.,•`„�\ � `__- _- --- �� '� �" LjN� Tax Map 60, Parcel 40 C 1, Lot 1 to ��- -- \ 7g, \ / �\ \\ �� �� E� �AGK Deed Book 741, Page 538 10. Sidewalk Paving Materials \rt-17a.o' LY. - _________ t� �0 RAJ\�� Deed Book 419, Page 25 Plat Four 4 Inches Concrete with 6"X6" - 10/10 W.W. Mesh W6t� I;VI;L !it7tlG -l2 WALK \\e `\ 7 p \ \ ` \ �M\� �' �P�C`�'C'� �� g Four (4) inches Crushed Stone Base (,O 1, b, 75� 580 \\\ NJ �� ?ACE ( ) z \ \ - - eP SAL`? Y_ b'O� 5. Existing Zoning Well Compacted Sub Grade r/V- Highway Commercial (HC) \ M l C� stop�)o �p1E RE A1h11NL> k?LL - �d �? t 11. Curbs & Gutter L. pEL.v lo. Q t Y �,�-Zi 6. Survey Data Curbs - VDOT CG-2 j� 11 , \ O fz? . 5i' G65, 1.I 2 DGl . 5cc agct{. �Tu\,7r� ��� �� \„ gyp,\t 3 _ �JG2 I I a O -- /2 , ` 1�I� � � Q _ Boundary survey prepared by Curbs with Gutters - VDOT CG-6 ` ` -- <rya ` + s, b� _ - Kirk Hughes and Associates _ / P oP g Dimensions shown are to face of .curb. W 50'- 15" G%"III 1 0°, C \ 18 I6 GL I - + EN\ m 3 t' �, , I [ I Tl (C17 2.72 / \� T�\\ i % (S� o�H�� \ \ Dated: December 20, 1988 c \1 \ I \ I �\ �/ I- l ` `� �, 1 (EI'`�'D� c -t 0� Topographic survey prepared b Q N a propbl-3D \` \ \\ �.1 M�� ON��� \J����tON �� Kirk Hughes and Associates y 12• Outdoor Lighting PIS g To be directed towards the site and away from adjacent properties and roadways. 5h8 ` 57 572 57� �i7h 57 \\ (a v�1111(� ?0� �\�� Dated: December20, 1988 LL► t- `\ \ - s. 57b � 13. Site and Development Data \�c \ �G `• s �s �'S��` -j8 Sgo �'\ \�, -��� A. Proposed uses and maximum acreage occupied by each use. s S Q 3 G Gam` >o �2 \ \ ` _ --`\ - Square Feet Acres % of Total o \� �I \� - \ \ ` `\\ \\ -' - \ I Building 16,659 0,38 16.3% \ 4_11 =LT 58( Parking &Off Street Loading 26,842 0.62 26.3% �' \ \\ ` \ \ 57h ' tl`� pI-3P l -" Vehicular Circulation 34,769 0.80 34.20/. Pedestrian Circulation 7,040 0.16 6.9% _ _ - 1 Open Space 16.620 0.38 16.3% _ _ G DEL. \ \ oP 9i�E ALK \ I \\ zv4E \ \-p P Total 101,930 2.34 100.0% 3 T \\ \ \ - L 0 \ cv IzcTy \ \ B. Impervious Surface: 1.96 acres -- F- LEvet� eOV15- WALK _ C. Maximum of Paved g I�'- 5%�• ` \' D. Maximum Nght Amount35.00 feetParkin and Vehicular Circulation Areas: 1.42 acres E. Total Employees: 62: 2-Building Management, 60 Lease Holders - 14. Parking Space Analysis UTILITY Pit G 1O '` --- oL \ \ \ ++ u ♦ \ ` �` �_-- \ \ \ Tvpe p Provided Required Rerement S � - _ ` , & fzGl OGATBt7 Total Spaces 157 157 1 space/1 00 sf for the first j r\ '♦ \\ \ \ \ 5,000 s plus 1 s ace/200 sf r� \\ \\ \ ` L `U IG 1 NCB \ \ ` , \ Lu 1 \ \ \ , �72 0� \ 582 - r f P P ' .. r r / L��Elz t,6VGL FF 6LW - b7Z.79p urFo-F- L�a1EL C F. ELGv. - 57A.75 urrEtz I.GV.G(, ry VL,E L. - 57(7.7� Ui';I'EfZ L�\lCL F. F- GLCV. - 57 t;74 _ above 5,00o sf of ` \` �� 1,�VCL �:��. G LGV. -- 56I,:]� � \ '� � � net retail area" SQ L\ L 2IS t�-�,6V L FF ELLV 56, 9,_/5 ` l,�L� F f,EVGt;T F: �LG- 5l,2.7� \ LvWG I,GV� t ELGV - 5/ 4.75 \ 5 - _ ____ _ _ 580 Handicapped 4 3 3 spaces per 10 1 -200 l� \ �>u .� _ _ \ - �\ \ •. \ (included in total spaces total spaces "net retail area = 75% of 35,200 sf = 26,400 sf II n \ dj>�\ \` \ \ _-- \\ I I ! \\ �- 15. Loading Space Analysis !� ` ` \ `� \ - 570 �' - Type Provided Required Requirement - Off -Street Loading 4 4 1 space/8000 sf of tEz net retail area* 11 \ \� Sew- `\ 3�e 't. � '���• -a-K `t GLCV�. iY \ \ \ _ ' 16. Datum used and Benchmark reference \F _ I - - \ \ - �� All elevations are based on U.S.G.S. datum. W� r a-�- _ �fL�J _ '\ GU-2 GO GO .� Lv� _ --J� ^� \ �-I� !L Il - ��' _\, _L "o t�M I _ 568 I, vl- \ c �. � \ Benchmark (U.S.G.S.): MN i 272'-6" VC, e -,-Al EDGE of 91� wgLK cv-IzL _ a,'a -II Character of mark: Standard disk � o/ � I1-t = � _t r'VG � �I pVGQ.2 - \ zonl� - 7g-G't�.95�9C r 53 / 1 - ( - �tG _ Established by: Virginia Department of Highways _ t Q _ 7 MP&. SG��{� ` �3 1 \ - Designation: Y 345 reset 1959 m EX. M.1-t. - DEL. q' tt-I e = ZL �6�. 5� 6� 1 G 1 1�G1 - - r \ __ -- t' 1 \- III �r 1-- rt4 t5r� p V tz. V/\. 8£3 5Z _ �s c Elevation: 550.47 feet Detailed Description: \ < x 5G - - - _ _ -�. I �� 1.0 mile west along U.S. Highway 250 from the •unction of U.S. Highway 29 at the northwest edge of '� 1 VP1Vi TYPE A 1'�1 OW- AIb-WA, 1ii'IGAL PARt ►Nc, gt'AGC 9 to G 9 9 Y 1 9 Y g p j E lei✓ 1 Ii:, 1�X. �1~>: 17C t'C�OVIt�C Gr%t1G. WNEEL STOP Fc71z $G9 ---- - _• \ G ` `� GG - 5G2 uNDE✓2G�OUn1(7 m \` 7 Charlottesville, 23 feet southwest of edge of pavement of U.S. Highway 250, 24 feet southeast of the i o v C.T _ �PAGEco IN FNH-f OF AF-GAVE. t~ �$8 r-,�, _ _�f EGrKIG - , _- _5Gh �,1 Q �7� center of a gravel road leading southeast to the Commonwealth Motor Court, 155 feet northeast of the X I 558 \ \ r�' \ / \�_ 5i3�4- _ -- \ \_, =S' _ _ _ \ - - f northeast corner of brick restaurant and gift shop, 1.0 foot southwest of a rock wall, 35 feet southeast of I w II \ \s 5G0 _ �/ 5h2 _ _ ��' SGf�ACK FPot\ 5� l c culvert under U.S. Highway 250, 110 feet southwest of the south rail of the C&O Railroad tracks, 14 feet I ` \\ SG ' _ �T-�. VP.-B`!-�8 I JOINT > > 9 Y (I ( . \ 1 -_5 G MT. , � \ northeast of a manhole on gas line, 5 feet northeast of A.0 & G.S. witness sign, and set in the top a concrete post. 1-7. �� j 5�4 - rGMP {�AKi UF��� PRPIMI�E sYsTEM 17. General Construction Notes N _ I l-� TD >� L(xCi11T>1 �IS�EI; �(SCf N\ _ _ 1 The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term /� �l`'� �\ � _y�liTt-t Tt-F REV r7,ENT o� n/�F�CJ✓.L :.��9- () 9 P P G ~` 0 `\ 5 AG e> E \\ WEST-� SNP °: County refers to the County of Albemarle, Virginia. ilz'- 72" tic CL-ul o.�' I C LT 40^NC Wlr?TH _ (2) Prior to commencement of any construction within any existing public right of yyay, including �° `\ \ \ be obtained from V.D.O.T. TD P b f�'EUo[-P.TF� � \ ul-3� ,',�' - ' I \ `. �� - -� - - - -- / ` J� 1 � ,___ I �\\` GG_� � `- -_ - -- - _ \ connection to any existing road, a permit for said construction shall -----.�.e.--�=., ---_.,,,_,_._ ,,,.�. GL,-� l L-� - - �_'=i 21 E5 I (•.. �AIh1 AlaF PA.SF MFt�IT (Q\ 411.n inn. n _ - t�rialc anti construction o all conform -to ,r(I a ____._.._._._-- _.. __... -.. ._ ------- --- --._. . -. _ _ �X 1 rJ� - - _ r...- . NEA GU 8 KETURN 1 - I 9 r -L To 1: - \ � 3 J i- l r ___-____ - _ _._. __-_ ` - _-_ , t �„� „�, ,.a�,,;, a„d drama e related ma.,.,w,,...,onstrL.,tlon methods sh..., .,..rr.nt- zq'-Is" (4) specifications and standards of V D O T unless otherwise noted . -_� E5"l IU __ - 5�,2 Erosion and siltation control measures shall be provided in accordance with the approved erosion control lo' G2� e 3•Iz/ i plan and shall be installed prior to any clearing, grading or other construction. EX. g CLGf I .ti 5b _� y ngalN��� e5nc. SEX. 29 _ - -- - - ?� �I - - --- - - �S3 i CP-G��NT- _ --- \S (5) All slopes and disturbed areas are to be fertilized, seeded and mulched. Maximum allowable fill or cut - -Y� \ 1 _ _ 90 Is` cF- _ -_ pi s - IH� �.. ----- �' lo' GA5 E M' T. �z��E�TY -IH - - _ - _ - - &O -� slope is 2:1. Where reasonably obtainable lesser slopes of 4:1 or better are to be achieved. I r KIW tNE \\ _/ \\ 3C�2.78' S CST Dh UO 6 - T Cold - - - &"u _-- 1 i / 4 z.so/ T (6) All drainage inlets shall have a 2-inch local depression. T . 6„41 - _ �' N . N1�T ILA 516N 70 U IN --_--_ ___ O �J- � - _ � � "=-�� 9_` t� 1� r�l 3F� PoTErt_IA.L D� IFLIcT fs�T11��EN (7) Paved or rip -rap lined ditch may be required when in the opinion of the Director of Engineering, or his p S� tzE GAiE GAS 4o R_ 5' O �I-3� - -- - ` - - 116' Is" tzCP c L�ul z.37 / � � EY. �)�_k DKI l W.',Ex. WPM TO designee, it is deemed necessary in order to stabilize a drainage channel. / �� - T=1 ELD\tLcAT�P?� TO cbNs. (8) All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices, latest z UU( <gY crr() t edition. / x <C CEMENT TG POTENTIAL CDNFLtLT P��TijlEFNI (I11tT5 OF �UYUE l?�W.GXPAN��ION r J �� ______�'�_-- New EeL,E F r'vMc. N GW I2 ASP-Hr`�Ll PF-GHL LANs f LL' gE ptZoV IPED ��'� Ex. Vl/M+ sToKM SEW. G W G"W 8 T.G.N ( ) pipe Installation must comply with OSHA Standards for the Construction N1 _ `� (9J Unless otherwise noted all concrete pipe shall be reinforced concrete pipe Class III --C- / 10 All excavation for underground i e ' / - 7G. �JAN - [o BE FIELD LOCPTEP P (OF, TD �ONSTfZUGTIUN. /" r- h bAN IDD F� g C� `j" �j j - j / �0 hurl, I EX, CV&6 OF E MT \ �' Industry (29 CFR Part 1926). INSTALL t✓l.hi. TdP f15-✓ 6wUfR�t7 lz - 25.70 i ..•�� 0 �A EA 5 I V 0 V J P hhD 562 [ZC2 W : hh� (6 V t F-OA P) 1 U >`f N• hADE ' � U. � G � h � / / 1 / � We the undersigned developer(s) understand that approval of this plan by the County of Albemarle does not AGE 5r To G , 552 ,/ ' - - x ,� - .- ,._.-.-._.-.-.----- - - t-'-'-•- - - - -'-'- - - �� necessarily Indicate Virginia Department of Transportation (VDOT) approval of the plan. Approval of the plan by the / -.�.-. - - -'-'- -------'---'-'-'-. EX. FAIN-T �V 6ENTE!zWA6 -- .-. - .�. .-. .- �--- �-•- � y � County does not in any way relieve me of my responsibility in obtaining final VDOT approval prior to the issuance of 4 Ex. �al> t ran cif tTE��t�E J building permits nd/or.certifi ates of occupancy. DEVELOPER DATE Seal: ! ieV ts►ons: MITCHELL MATTH ...WS 4 APrtIL 19EQ - GoMM tiTS 9 a MPA� 1989 - c.o, coMMENTS TOWNSID AS I THE COX COMPANY I KIRK HUGHES & ASSOCIATES & ASSOCIATES LTD. 17 MAY 198`l _ CO. GONNENTS Planner$ • Civil Engineers • Landscape Architects Land Surveyors • Land Planners Architects' 7q f 220 East High Street 220 East High Street 2350 Old Ivy Road ' Charlottesville, Va, 22901 Charlottesville, Va. 22901 Charlottesville, Va. 22903 1VY 296-6.942 (804) 979-7550 Scale: Title: SITE PLAN ALBEMARLE COUNTY, VIRGINI A f' Date: Sheet No: ©, 1 of 10 V. CURB /NLET\ WCY�OEN s� 1-1 CN4RLUTTE,5VILLE /rVliESTiL/ENT �Gt��E4T/ES V ,�.4RTiYE,Q.Shr/P r X �4.� co, r°� E� go cs, 0,5 600, 1:�5, � ���� � I�`•�3' /ate � c�'�E E�s���,�,r � �oNCRETE- ! 1+ �UPB GUrTEp (RS N r 2r A'/ETER � & //Z D/mL7 2 S'ro,4Y REiA/L BL//LO/NG T �.�, � u U� TOI�/N5/DE —.45T L/itr//rED ,00QTNEF?5,4//!-�1 %TAX �A 60, PA 4CEL �O CI Q W l�L1rER /Li'ETER �ryPJ LEIrEL COl/EQEO l!/<IL Y� � 5'ro,�z� BETA/L BU/G L�/NG ` za,/ ,� , LEI.-L COIiEREO / ZA— '�\ `— QUMF�TER 15' B.S.L. FQO/!-1 DU.t�/,oST�Q 11:?4D - D.B.'/G:::;1,? P� '05 1 0 Lr tiARAr�iP VY ` ry y I Cu C 114,vovc, ,124N/.0 til4NHOLE - V \ Q i i /NLEr'l� — - \ � __ Lei/ii9, .�'�S PI�ITxs�-,� �`•"'� /G/<INNoL E /RS r �-UNOE.PG�UNO TEGEPf/G%1/E 7- � {r�G/G. 7� � 1-_-•--. _--- T V .✓rCU,48 /NL ET o-Z'H/STOR/C,4L .��/GN c __ --� lZ � - CONCRETE C`GiFiB pGLITT'ER G,dS L/NE �4SE�f�/ENT CUTB /NLET QB ///9, �"87, .oL�1.r08///9, FY'S.R�•93 • 0141 CURB �'S Curia C Cr IfG/-�E5S LEASE�ENT �L�'CTR/C r `LAL,'" //VG`"ET" 17, /9-c�o, I rt•��' rirLE �rrVE-s .�N.� �L/LGi/NG`.5' .4.4E' ,.4�' ��'.�•1C7Gt//Y C7N 7'116-//5 Np /458 .�'U,4 tip Y .ARE .4,4'EEd .Cd,47 Tc�l�iL�S/OE Z45 r" Lr"lr,E-Z:) /'VO rr rZ Lo i G)aE-,s ,vor- G /E- `vir-/iry ,4 F.CGk5>,0 ll�--Z, 14/N. CSC' A//Gf/ /O, /900 O! tiG. Nc 88 -e57. 04 F/LE N0. &B - Z57 I EX. C. I. 1 \ \ �s o d 8 r \ ` i7 Water and Sewer General Plan Notes (ASCA) (1) Work shall be subject to inspection by Albemarle County Service Authority inspectors. The contractor will be responsible for notifying the proper Service Authority officials at the start of work. (2) The location of existing utilities across or along the line of the proposed work are not necessarily shown on the plans and where C shown are only approximately correct. The contractor shall on his own initiative locate all underground lines and structures as necessary. CC1>pGS� (3) All materials and construction shall comply with General Water Mob �rav E / and Sewer Construction Specifications as adopted by the S Albemarle County Service Authority on January 20, 1983, as / e,6 �CST amended J Uf_i 1, 1985. p'`iGC C Cyr S � () All elevations based d.datum.0 (5) The contractor shall bres responsible for notifying "Miss Utility" CGSpE (1-800-552-7001). (6) All water and sewer lines shall have a three foot minimum cover J�S` ` �tdJ�aQrd \\� I \c�� t1 ---- _ -__ _. ,\ �, �S Pover the centerline of the pipe. u 1t l u z u� W \ \ \ `\..\ \ \� NC IC \ O 3 \ \\ \ \\ Q j tL `\\ \ `\ \ vim\ \ \\A6 C,DL ONG. JGi, 1zPLACk�\ \ /1-1re, FtIh(A M7. \�72 \ 574 \ \, \\ I(C r j0 - , I _ \\\ \ \`\ 8 57h a 578 \sue 58O w \ / i 562 3 50 t f(t Fe t71 ' 10"k�" Tf'`PPIN � '1 _ / k� I-6"><4"rE'� � \ � • : \ EVE AND \!FL-VE I q5°g6V 5 TE - ------ 6�� � ° _ � \\ �� � � � `\ �!�'�'6lz• t,GVGI,`.f�011G1�G� WAI,I� .�� ' ��• \ S � �\-�� �% \\ FdV- GXAC7 SLE /aLVE GIN N W Li DRAINAGE SUMMARY TABLE Structure 4 Duscrlptlon Length Invert Invert SIoPe Remarks Fro To T e Feel In Out % 8 DI-1 570.00 138 3.80% 15"RCP 5 DI.313 564.75 564.50 L=T 5 'DI-38 546.75 564.50 L=T 50 1.50 % 15" RCP 4 DI.313 563.75 563.50 L=4' 4 D1-3B 563.75 563.50 L=4' 171 6.49°/ 15"RCP 3 DI.3C 552.40 546.40 L=5' 13 RCOF DRAIN - 562.00 139 4.32% 6" 11 MI-1-1 555.25 14 ROOF DRAIN - 556.70 _ 74 0.95 % 6" 11 MR-1 556.00 555.25 11 01-38 556.00 555.25 57 0.611% 15" RCP 10 DI-38/J B.1 554.90 546.96 L=4' 10 DI-3R/J9-1 554.90 546.96 L=4' 112 0.50% 72" RGP 3 DI.3C/J8-1 546.40 546.40 L=T 3 Dl3C/JB-1 54 6.4 0 546.40 L=T 20 0.50% 21"RCP 2 MH-1 546.30 546.05 9 DI-3B - �47.50 L=6' 28 2.50 % 15" RGP 2 W-1 546.80 546.05 27 DI-7 - 572.50 57 4.82% 15" RCP 26 DI-3A 569.75 569.50 L=2.5 26 DI-3A 569.75 56 59 Q L=2.5' 8o 5.94 % 15" RCP 24 D13A 564.75 564.50 L=2.5' 25 DI-3A - 565.00 L=2.5' 34 0.74 % 15" RCP 24 DI-3A 564.75 564.50 L=2.5' 24 D13A 564.75 564.50 L=2.5' 5 4.00% 15"RCP 23 ES-1 564.30 22 ES-1 - 563.50 65 3.031A 15"CMP 21 ES-1 561.50 - 18 ES-1 - 559.00 8 3.12% 15" RCP 17 DI-38 558.75 558.50 L=6' 17 DI-38 558.75 558.50 L=6' 116 2.37% 15'RCP 16 DI.39 554.75 554.50 L=6' 16 DI-3B 554.75 554.50 La6' 90 2.50% 15"RCP 15 MR-1 552.25 551.40 20 DI-3A - 669.62 L=4' 18 0.50% 15" RCP 19 D1.1 569.53 569.28 19 DI-1 569.53 569.28 35 0.50% 15"RCP EX. DI DI-38 569.10 568.90 to DI-38 546.50 546.25 24 0.50% 15"RCP _2_ __-MH-.1 ri 6.13 546.05 7 - GuDESTgL V `C` I�11i1 V „ L\-1 YO BE U-TILIZ-EP WITRIN ALL STORM SCPUCTUKES rl I�--•h(& -, �I _ - -°i Nam' \ Ida �� .i \ �- I Ul'PGE�I, V>✓(, �. L EY. UP�'�t� LcvEL ct.eV ���I?cF• 1,6vC1, Ft ec,cV,\ uPectz LGvCC\ �\ -___, �/3/V� 570 \ ,�� \ ` 2.2� `\ ''SB�•25 '�F SI,CV.-589.26 \ �G \ \ W( C��7ECJ \ \ \ rgZ �� \ \ ' \ , �4-F- LGVGf,\ f- 0CZV. ` f�l~tCi� LG1rGl, i'� 1:1,61! . WWG_F- t,G\?Gt, f F. ct cV t, f it;� t,cvl;� 8� \ �'\ ��r� 570. Z I ` \\ �7�.'L\5 \ 57�. 25'` \ i • ( G l GV;tao;o' Cis q� T \ \L V6&A \ F' �I�G IS) \ \ z �\ -\ Cr7 1 cu,za L ADI %nADItJC> j J_ - \ co co\ F : �� STo� 'OF7P. M, c,> wau t1f .� p M •,..•� �i GO L7YP) ZohtE Z%JS=1E SEEDTI�OH6 z LL_1 I 4 DI-3� 5C�8 \ - \ �� \ T ZFI7. ,uoo�r�I _ - i L, 17EL, 5Er_ ARCH. tPTL ,7YR 2 I Q ®� 5� CGS, 1 -1 z P)e�. _ _ 6(,l I I y O 50'- )5-G(,-II1 P\� I o°c�- oP� - 3 V7 i' I I \ I G 17' PGP C 2.72 o-CN� OvA ~ 5C�8 \\\ \� 57 579 - 578,]/ Ld \SG Lit ��\ DEL. v v v vv v� of SIDE 1ALKv _ --- \ `� �� �1 \ \ -�J- E,F- UWC-t, 60V(k�l? WALK 1574 wI i �•1 \ '~ \\ \\ _\\ _ \'\ -_ I `.,`\ ` I e �O'-ll rCc.C'C.L-Ill L'. 5.94% •.� -\I 'Al °•\ -\\ \, �U 1 V ! A \�\ \ I \`\� \\\ `� I � V. 574.75 UPI'Giz �r L PF �(,CV- 57(,7 U1',I'Et�L��lEL F.F GI.CV - 57&,74- 11 I �' �Fi� I,EVGL 'rF El G\�- 1577.79 Uf't'G1z L� 1GL F- r�LE i I � ` - EVGC F I,GU. - 5�2.75 LOWGI'- LGVb-�, r F• ELGV - 5b4.75 \ W��F- LGV�L H GI,GV 5(�b 15 - __-- \ 1t L 27 1 CTl t4V GL FF ELCV 5(�� 75 (,c71�lE !. ,F r \ `' - \ t-JU n rllr I I � � - ,�� • � I/ � �l,OW- \ \`�6C A7GFI. 'ti7�.1C��. 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FA N'T 6ENTE1ZWAe - - - .,------ �6X. 1'AlNYI!W 6-6NTE?L1NE - 5UIL7- P&ANt7- W S I TOWN D AST' THE COX COMPANY I KIRK HUGHES & ASSOCIATES Planner$ • Civil Engineers • Landscape Architects Land Surveyors - Land Planners 220 East High Street 220 East High Street 'IVY ROAD AT COLONNADE DRIVE Charlottesville, 95 74 3 22901 Charlottesville, Va. 22901 (804) 296-6.942 ALREMARLE COUNTY,, VIRGINIA MITCHELL, MATTHEWS, & ASSOCIATES LTD, Arch iteipts 2350 Old Ivy Road Charlottesville, Va. 22903 (804) 979-7550 1)01 SIGNATURE PANEL Department of Planning and Community Development Department of Engineering Department of Zoning 1 Department of Inspections (Fire Officer) Albemarle County Service Authority ..; Virginia Department of Health �\dd GENERAL NOTES 1. Owner/Developer 7. Parking Lot Layout Townside East Limited Partnership Spaces are 9'X18' Aisles are 24' wide. 2. Planners/Engineers Traffic marking are 4" wide, painted white. The Cox Company 220 East High Street 8. Parking and Travelway Paving Materials Charlottesville, VA 22901 Two (2) inches S-5 Seven (7) inches 21-A Sub -Base 3. Architects Well -Compacted Sub -Grade Mitchell, Matthews & Associates Ltd. Minimum CBR=10 2350 Old Ivy Road '- -- Charlottesville, VA 22903 9. Route 250 Decel Lane Paving Materials One and one half (11/2) inches S-5 4. Parcel Identification Three (3) inches B-3 Acreage: 2.34 Eight (8) inches 21-A Aggregate, Primed Jack Jouett Magisterial District Well -Compacted Sub -Grade Albemarle County, Virginia Minimum CBR=10 Tax Map 60, Parcel 40 C 1, Lot 1 Deed Book 741, Page 538 10. Sidewalk Paving Materials Deed Book 419, Page 25 Plat Four (4) inches Concrete with 6"X6" - 10/10 W.W. Mesh Four (4) inches Crushed Stone Base 5. Existing Zoning Well -Compacted Sub -Grade Highway Commercial (HC) 11. Curbs & Gutter 6. Survey Data Curbs - VDOT CG-2 Boundary survey prepared by Curbs with Gutters - VDOT CG-6 Kirk Hughes and Associates Dimensions shown are to face of .curb. Dated: December 20, 1988 Topographic survey prepared by 12. Outdoor Lighting Kirk Hughes and Associates To be directed towards the site and away from Dated: December 20, 1988 adjacent properties and roadways. 13. Site and Development Data A. Proposed uses and maximum acreage occupied by each use. Square Feet Acres % of Total Building 16,659 0.38 16.3% Parking & Off -Street Loading 26,842 0.62 26.3% Vehicular Circulation 34,769 0.80 34.2% Pedestrian Circulation 7,040 0.16 6.9% Open Space 16,620 0.38 16.3% Total 101,930 2.34 100.0% B. Impervious Surface: 1.96 acres C. Maximum Amount of Paved Parking and Vehicular Circulation Areas: 1.42 acres D. Maximum Haight: 35.00 feet E. Total Employees: 62: 2-Building Management, 60-Lease Holders -14. Parking Space Analysis Type Provided Required Requirement total Spaces 157 157 1 space/100 sf for the first 5,000 sf plus 1 space/200 sf above-5,000 sf of net retail area* Handicapped 4 3 3 spaces per 101-200 (included in total spaces total spaces 'net retail area = 75% of 35,200 sf = 26,400 sf 15. Loading Space Analysis Type Provided Required Requirement Off -Street Loading 4 4 1 space/8000 sf of net retail area` 16. Datum used and Benchmark reference All elevations are based on U.S.G.S. datum. Benchmark (U.S.G.S.): Character of mark: Standard disk Established by: Virginia Department of Highways Designation: Y 345 reset 1959 Elevation: 550.47 feet Detailed Description: 1.0 mile west along U.S. Highway 250 from the junction of U.S. Highway 29 at the northwest edge of Charlottesville, 23 feet southwest of edge of pavement of U.S. Highway 250, 24 feet southeast of the center of a gravel road leading southeast to the Commonwealth Motor Court, 155 feet northeast of the northeast corner of brick restaurant and gift shop, 1.0 foot southwest of a rock wall, 35 feet southeast of culvert under U.S. Highway 250, 110 feet southwest of the south rail of the C&O Railroad tracks, 14 feet northeast of a manhole on gas line, 5 feet northeast of A.0 & G.S. witness sign, and set in the top a concrete post. 17. General Construction Notes (1) The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. (2) Prior to commencement of any construction within any existing public right-of-gyay, including connection to any existing road, a permit for said construction shall be obtained from V.D.O.T. (3) All paving and drainage related materials and construction methods shall conform to current specifications and standards of V.D.O.T. unless otherwise noted. (4) Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. (5) All slopes and disturbed areas are to be fertilized, seeded and mulched. Maximum allowable fill or cut slope is 2:1. Where reasonably obtainable lesser slopes of 4:1 or better are to be achieved. (6) All drainage inlets shall have a 2-inch local depression. (7) Paved or rip -rap lined ditch may be required when in the opinion of the Director of Engineering, or his designee, it is deemed necessary in order to stabilize a drainage channel. (8) All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices; latest edition. (9) Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. (10) All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). We the undersigned developer(s) understand that approval of this plan by the County of Albemarle does not necessarily indicate Virginia Department of Transportation (VDOT) approval of the plan. Approval of the plan by the County does not in any way relieve me of my responsibility in obtaining final VDOT approval prior to the issuance of building permits�nd//oorr certifi ates of occupancy. DEVELOPER � DATE .Seal: I:I: isions: 4 APF-IL 1961 - Go, Con1MFLQTS 1• 8 MAY t989 - �-o• COMMENTS / 17 MA'( 98l - c�. GONMENTS Scale: Title: SITE PLAN Date: Sheet No: %, 124/89 of o y a 9 III i� I� CuaB /NGE'T SCREE// � � •" �_, CURB QUA Flzlk� F. �9C�Y �iarEo �— 1i7.Ll1tr al" C) lAN/NOLE CURB /n.LEr p�P C'A14,4LOTTESY/LLE /NIiESTi17,-1V1- QT/ES >o.4RTNE,QSf�/,a coNcpETE CURB GUTTEp I,4S r J ' `UPI ,oER LEi/EL COUE,QED G!//!Lf< l yYgTER ETER ezIlz DIIV6' '23 " 2 STO.4Y RET�!/L &lIIZZD/NO �LO�E,P LE!/EL CO!/f,PEO l�4Lh'-, �0 /NLET �J -LJ/NLET' (i � TOGUNS/DE EAST L /il�/rTEO �.�RTNE.4S>y/F� a T,4X cf � PL11T OB 4/9, �' 25 Q , nnn GY4lER >LfETER /rro� </ANOrc4P 0 L 674S rPs T 6,W ��„i-%'-•CURB /NL E• C, 5 L/NE �ASE�ENT QB ///-9, q�;,e,7 PL 4T OB r//9 aiS 4� 93 LEl/EL CO!/EQED W�IL/f J � v"TORY RET�1/L BU/LO/NG LEVEL COIiERfO I��ILff I � /G/<1NyOLE Q' h I Yr Z 7T) -"-'-' --�`� c� • J�TOF>'>t7! 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