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Home My WebLink AboutSDP198700007 Plan - Approved 1987-05-26fq ,I ! ul'trlls-s eiTciyi o s I71.1'CNTI111 DI.SIN 11-1--11111011I A\ ✓N� ES - J'EE<h'N `n OTE ' f S GN S 9G< BE UN IVEF'S 1tY VILL,•GL 1 � 4•]81 LI C i✓C. S kF.9CE F/N G�P90E--�- - HE % >E.PN•9T/ON9G Pre-developme3. runoff: MARKET E7 ING CENTEI< W/ 1 -15.; lu 1k Area = 3.38 ac. _ _ _ 1•r:+sBOG Runoff Coeff. (c) - 0.35 Hydr.q,.ph code: 4981IH(11 T' tn,• 3..;0 min 1'a Lb 1.0, ii Time of Concentration (Tc) 20 Watershed area: 43 C. 0.570 y' - 7"suB-B"vsE % o BE ,ores• J j r+ANmcAPPEo E' 10 yr. Rainfall Intensity, 1(10)x= 3.9 T Q(10) = 4.61 c s Combine w/another p d (Y N) N a0 CSS S:`CRUSNEO WEGG-COME9CTE0 yGG�PEG9TE 2 STo.vE BASE 0 64"6 = 6/6 i✓s.!M SUB-G-P9oE- \`4 'RO 'pOq Post -development runoff: OUELET OPEN IN0 OES CBIPel.v qp• //DPP G 1. Dirac[ off re site Circ Urif C= O. GI Ir,v elev= 505.00 Di am(in )= 6.00 CL el- 505.25 CO/{/C/QETE ti'/OEG6//�C� \J V h A = 0.95 sere = 0.51P4RI ,NG PoST C9E NEG0 OF ✓meq. G.EtY/N09 Cc 12 in. i(10) - 5.2 ELEV(ft) DISCHARGE(0)cfs, STORAGE(cf1 e accordancwith Albemarle County Service Authority requirements. C .s'L�CT/O/✓ Q(10) = 2.52 cfs 2. Water linea shell be SDR -18 PVC. Connection to to County water line 585.00 0.00 0.00 0.00 II 0. Q in accordance with County standards. (No SCy<EJ 2. Flow Co Basin: /A1ETi9G S'/Git/ /COST 586.00 0.83 0.00 0.83 2" min. S-5 asphaltic c rete. Remaining new, pavement shall receive 1080. stone base and asphalt asindicatedon pavement section. G>O 6. Contact owners of existing utilities before beginning construction A 2.43 ac. c = 0.42 587.00 1.27 0.00 1.27 .� i 3528. \\3 "I C 9. Work shall be subject to inspectionby Albemarle County Service Authority ALL NCONSISTENCIES TO TME ARCHITECT. cc 18 min. 1(10) - 4.2 .`•88.00 1.59 0.00 1.59 proposed work er:xnot necessarily Shown ontheplans and where shown are 6627. only approximately co rect. The concractcr shall on his own initiative � 3 I locate all underground lines and structures as necessary. Q(10) = 4.29 cfs 11. All materials and construction methods shall comply with General Water 588.50 1.73 0.00 1.73 COMMENTS 8560. SBO 12. All elevations are based on U.S.G.S. datum. l/Fip/r,S• Maximum release race from Q(10) - 4.61 - 2.52 - Basin 2.09 cfs MIN IN IN AVE IN VOL OUT OUT AVE OUT VOL STORA13E ELEV (e= and on a survey dated March, 1987 by J.H. Bel 1, Jr. of Mineral, VA. 75 + SFflT EGEJ//T/ON' =f THE TOP OF A CONCRETE POST. 1 I !vFlK SCo/�cr �•• Note: Basin designed to account 0.0 0.00 0.00 0. 0.00 0.00 0. 0. 585 .0V D for future tennis courts 3.5 1.66 0.83 175. 0.12 0.06 13. 161. 585.1`.1 85.50 al on site. 7.0 3.32 10.5 4.99 2.49 4.16 524. 873. 0.98 0:88 0.30 O.G8 G3, 143. 6 1,35y.586.11 14.0 6.GS 5.82 1222. 1.06 0.97 204. 2369 BG.53 17.5 5.68 6.16 1294. 1.25 1.16 243. 3920 - .,B6.9G 21.0 4.71 5.19 1091. 1.35 1.30 273. 4238. 587.23 (I - .T _1) TOP OFF/N/S.5'EO '/ �r •��/ 'AA p 24.5 3.60 4.16 873. 1.41 1.38 289. 4822. 587.43 0. 0 2.63 3.12 6`.i4. 1.44 1.92 299. 5177. 587.53 4"f.Fi'iSt/EO ' 31 .5 1.66 '2 ',; 451. 1.46 1.95 305. 5323. 587.58 JTONE BgSc=- 35.0 0.69 1.1B 247. '1.45 1.46 306. 5265. 587.56 !CABS 73 38.5 0.00 0.35 73. 1.93 1.49 302. 5035. 587.49Ea'vl''PFTE GRADING AND UTILITY NOTES NEW 6.7OA/E \ 1. Vertical clearance between underground utility lines shall be in /•YIsCG �� e accordancwith Albemarle County Service Authority requirements. C •`�W'9G't' n 2. Water linea shell be SDR -18 PVC. Connection to to County water line O shall be made in accordance with County standards. lT 3. Sanitary sewer service line and fittings shall be type PSM PVC pipe II onEa rmingto ASHD -3034. Connection co County sewer main shall be made Q in accordance with County standards. c ^� 4. Obtain a minimum CBR value of 10 on subgrade before placing aggregate /A1ETi9G S'/Git/ /COST base curse. o 5. Existing paved road utilized for new entrance shall receive an overlay of W 2" min. S-5 asphaltic c rete. Remaining new, pavement shall receive \ \ stone base and asphalt asindicatedon pavement section. G>O 6. Contact owners of existing utilities before beginning construction Y� affecting utilities. ELEVATION: 550.47 DETAILED DESCRIPTION: 1.0 MILE WEST ALONG. U.S. HIGHWAY 250 X660 - \ `\ \\ \C 7. The construction limits shell be as indicated. .� i 8. Class A-3 concrete shall conform to VDHT Specifications Section 219. \\3 "I C 9. Work shall be subject to inspectionby Albemarle County Service Authority ALL NCONSISTENCIES TO TME ARCHITECT. inspectors. The contractor will be responsible for notifying the proper Op .,Service Authority officials at the start of work. 10. The location of a dating utilities acrossor along the line of the 590 proposed work er:xnot necessarily Shown ontheplans and where shown are ��NLTR /'J� only approximately co rect. The concractcr shall on his own initiative � 3 I locate all underground lines and structures as necessary. REVISIONS 11. All materials and construction methods shall comply with General Water sS I / �""•(C. FLUMEMARN EDd Sewer Co..truction Specifications as adopted by the Albemarle County Service Authority on January 20, 1983, ns amended December 20, 1984, COMMENTS �\ SBO 12. All elevations are based on U.S.G.S. datum. I - 13. The contractorhall be responsible for notifying "Miss Utility', WALL, 35 FEET SOUTHEAST OF A CULVERT UNDER U.S. HIGHWAY (1-800-552-7001) prior to commencing construction. 14. All water and sewer lines shell have a three foot minimum cover over the Q91 250, 110 FEET SOUTHWEST OF THE SOUTH RAIL OF THE C.g'.O. -T= -- AN centerline of the pipe. 15. Topographic information based on a survey dated January 5, 1983 by Gloeckner, Lincoln d Osbourn, Inc. f Charlottesville, VA. and on a survey dated March, 1987 by J.H. Bel 1, Jr. of Mineral, VA. DIMENSIONAL LAYOUT NOTES 1. Dimensions are to the face of curb or outside of foundation wall. 2. Traffic markings shall be white on asphalt pavement.. Painted lines shall •be 4 inches wide. Normal parking spaces are 10' x 20'. Handicap parking spaces are 14' x 20'. Paint handicap symbol where shown on drawing. 3. Boundary i formation based on survey dated January 29, 1987 by B. Aubrey Huffman and Assoc., LTD. of Charlottesville, VA. S.9N/Ti9iP� SEGr/EiP /�iPOF/GE = S317 y 3. Zoning:. R-10 4. Jack Jouett Magisterial District; Albemarle Co., Va. 5. Parking Schedule: Required: Isp, per 200 sf x 3,220 sf = 17 sp. Provided: 20 sp. 6. Building floor area 3,220 sf; Height = 20 ft. max., 1 floor 7. Building use: Project Marketing and Model Living Unit 8. Site AT" (within limits of construction): Building: 3,220 sf 2% Parki g/Drives: 32,747 sf 221 , 'Opspace p ce. 111,266 sf 76% Total: 147,233 sf 100% _ 9. Outdoor lighting to be directed towards the site and away from adjacent properties and roadways. 10. Site to be landscaped in accordance with County Standards. Landscaping to be maintained and replaced if any should die. S/OEL1/.4L.(� t'Na Sc,9�c J j' NEW 6.7OA/E \ bo /•YIsCG �� SITE INFORMATION RESERVU)AREA FOe---- 5= AG54 LLJATER BOIQSTER •`�W'9G't' 1'Vyr1P 5-TA'TION 1. Owns /D 1 p r: SET>rrNG University Village Limited Partnership r GYMS �:w 2114 Angus Road, Suite 212 :P- dTODii' Bharlotcesville, VA Te 6r , 3y ' 2. T M 60 Parcel 53 • D B 454 P 272 'Q G /• 1;L- 3. Zoning:. R-10 4. Jack Jouett Magisterial District; Albemarle Co., Va. 5. Parking Schedule: Required: Isp, per 200 sf x 3,220 sf = 17 sp. Provided: 20 sp. 6. Building floor area 3,220 sf; Height = 20 ft. max., 1 floor 7. Building use: Project Marketing and Model Living Unit 8. Site AT" (within limits of construction): Building: 3,220 sf 2% Parki g/Drives: 32,747 sf 221 , 'Opspace p ce. 111,266 sf 76% Total: 147,233 sf 100% _ 9. Outdoor lighting to be directed towards the site and away from adjacent properties and roadways. 10. Site to be landscaped in accordance with County Standards. Landscaping to be maintained and replaced if any should die. S/OEL1/.4L.(� t'Na Sc,9�c J j' G.P/NO TiyOOTiY bo LU LARGE SCALE M -ALE ALE DETAIL ON IN pICATION ON /�/9/Pk//f/G S/G/V TUBE.�ANTE qJ BCilCN •`�W'9G't' 1� <NO TC9GE) l MNC � W9<r(� SET>rrNG - -- MMPoUNO --------------------- 3 X3 X�{er ST G. TdBE ��_ /N Sb/G � VI Ni✓9Ci(' /A1ETi9G S'/Git/ /COST '2 //VSTi9CCi9T/ON �' G gO�ENT �NO SC9<E� CONC, W9GN h'q/VO/C.9/�FEO ��W SC9GEJ V -NE6✓ FG/TUiPE GiP.90/NG � ' 1 : 6 ,�v� s.9y sEc✓E� s90 ?.tri' � :';c'; �:-gt+;::'r•'' O 'fie /B = =. � \\ \� e NEW M9/✓/yOGE �j�� - /�% � ��- �,, /.NL74a :981•YNOCN - c� �.eL -l_ / \ 6" v.�if'itL ca' is�rr_ SBSao - i EC -h Tl'�- -9 t e. Q�O /rG�ir �// �,6 ya I 0 VP_ 2� o THOMAS A. WY KT, JR. y CERTIFICATE No. • 1012 o_ cs APR 201981 \� PLANNING DIVISION TITLE W CC fm BIT = ' -- _. _. I � / ` // 6XrJ'T/isC iYEIV LU LARGE SCALE M -ALE ALE DETAIL ON IN pICATION ON J COAE . FGUNE ------- SHEET N0. SHEET N0. X.V✓ rN- 6tJ2.2� W Z --------------------- a ��_ /t/E/N' E/YY/P�!/t•Ci� \ C;� /p.O 'OECEGE�P9T/O�t/ GfIA/E /00 ' Ti9�EiP 7rJ EX/5'T/N6' EP `--------------- W G'o'.Pc`-7E \ \ W X N -------------------- - - � ELEVATION: 550.47 DETAILED DESCRIPTION: 1.0 MILE WEST ALONG. U.S. HIGHWAY 250 X660 - BIT = ' -- _. _. I � / ` // 6XrJ'T/isC iYEIV o�s'c.PiPTiv.✓ LARGE SCALE M -ALE ALE DETAIL ON IN pICATION ON COAE . FGUNE 0 SHEET N0. SHEET N0. X.V✓ rN- 6tJ2.2� \ 4t OUT\= !-//. Sq% �c / .v \ ��_ /t/E/N' E/YY/P�!/t•Ci� \ C;� /p.O 'OECEGE�P9T/O�t/ GfIA/E /00 ' Ti9�EiP 7rJ EX/5'T/N6' EP 4 BIT = ' -- _. _. I � / ` // 6XrJ'T/isC iYEIV o�s'c.PiPTiv.✓ LARGE SCALE M -ALE ALE DETAIL ON IN pICATION ON COAE . FGUNE 0 SHEET N0. SHEET N0. 6U/GO/✓G �v9GC3 L14,000lv CHARACTER OF MARK: STANDARD DISK ��_ /t/E/N' E/YY/P�!/t•Ci� �- C;� /p.O 'OECEGE�P9T/O�t/ GfIA/E /00 ' Ti9�EiP 7rJ EX/5'T/N6' EP 4 BIT = ' -- _. _. I � / ` // 6XrJ'T/isC iYEIV o�s'c.PiPTiv.✓ LARGE SCALE M -ALE ALE DETAIL ON IN pICATION ON COAE . FGUNE I l I BENCH MARK (USGS) SHEET N0. SHEET N0. 6U/GO/✓G �v9GC3 L14,000lv CHARACTER OF MARK: STANDARD DISK DETAIL REFERENCE SYSTEM _ ESTABLISHED BY:: VIRGINIA DEPARTMENT OF HIGHWAYS _ _ :c.•/ri ::' G'o'.Pc`-7E THE CONTRACTORSHALL F./.. O ELEVATION: 550.47 DETAILED DESCRIPTION: 1.0 MILE WEST ALONG. U.S. HIGHWAY 250 X660 - \ `\ \\ LON7Z7t/R G NE3° CHECKNOTEA CHECK ALL OI MENS ONS NO CON ONS AT THE JOB SITE AND PORT RE .� i _ Q \ ALL NCONSISTENCIES TO TME ARCHITECT. Op OF CHARLOTTESVILLE. 23 FEET SOUTHWEST OF EDGE OF PAVEMENT. -s-_= THE CENTER OF A p 4 -ZD_$ 4 \ 1 I ��NLTR /'J� OF U.S. HIGHWAY 250, 24 FEET SOUTHEAST OF GRAVEL ROAD LEADING SOUTHWEST TO THE COMMONWEALTH MOTOR � 3 I \i ) REVISIONS By sS I / �""•(C. FLUMEMARN I DATE COMMENTS �\ / I B.LACKL£Y, JR A WALL, 35 FEET SOUTHEAST OF A CULVERT UNDER U.S. HIGHWAY SHEET Q91 250, 110 FEET SOUTHWEST OF THE SOUTH RAIL OF THE C.g'.O. -T= -- AN i'✓✓/�E.P G/NE RY. TRACKS, 14 FEET NORTHEAST OF A MANHOLE ON GAS LINE, 5 FEET NORTHEAST OF A C. 8 G. S. WITNESS SIGN, AND SEP IN SBRSS 75 + SFflT EGEJ//T/ON' =f THE TOP OF A CONCRETE POST. 1 I LF, �Ol -�- G/M/TS OF GbNS7" D d / .IIYX 1 I I I 1 1 RE BIT = ' -- _. _. I � / ` // 6XrJ'T/isC iYEIV o�s'c.PiPTiv.✓ COAE . FGUNE I l I BENCH MARK (USGS) ✓/////////A 6U/GO/✓G �v9GC3 L14,000lv CHARACTER OF MARK: STANDARD DISK _ ESTABLISHED BY:: VIRGINIA DEPARTMENT OF HIGHWAYS _ _ :c.•/ri ::' G'o'.Pc`-7E DESIGNATION;Y 345 RESET 1959 ELEVATION: 550.47 DETAILED DESCRIPTION: 1.0 MILE WEST ALONG. U.S. HIGHWAY 250 X660 - Tac! LON7Z7t/R G NE3° DATE Joe FROM THE JUNCTION OF HIS. HIGHWAY 29 A7 THE NORTHWEST EDGE Op OF CHARLOTTESVILLE. 23 FEET SOUTHWEST OF EDGE OF PAVEMENT. -s-_= THE CENTER OF A p 4 -ZD_$ ��NLTR /'J� OF U.S. HIGHWAY 250, 24 FEET SOUTHEAST OF GRAVEL ROAD LEADING SOUTHWEST TO THE COMMONWEALTH MOTOR �l'✓E.P By Q'� 1s-^,-_•ey CHARLES P. cn COURT, 155 FEET NORTHEAST OF THE NORTHEAST CORNER OF BRICK O//EPNE3Po G/NG S RE E S RESTAURANT AND GIFT SHOP, 1.0 FOOT SOUTHWEST OF A ROCK B.LACKL£Y, JR A WALL, 35 FEET SOUTHEAST OF A CULVERT UNDER U.S. HIGHWAY SHEET Q91 250, 110 FEET SOUTHWEST OF THE SOUTH RAIL OF THE C.g'.O. -T= -- AN i'✓✓/�E.P G/NE RY. TRACKS, 14 FEET NORTHEAST OF A MANHOLE ON GAS LINE, 5 FEET NORTHEAST OF A C. 8 G. S. WITNESS SIGN, AND SEP IN SBRSS 75 + SFflT EGEJ//T/ON' ASO 9497 � THE TOP OF A CONCRETE POST. LF, �Ol -�- G/M/TS OF GbNS7"