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' Mrnor Amendment: March 2, 2000 vicini-ty Map � .--.,��-z000° Fi►�raf County fzevrew Commer�-C�: March 30, 200a �HEET I'�EY: . � �������� Ju� 1. � 2ooa �����vir�a A�� � �aMMUt�l�1' QEVEt�QPM�NT , ..;�.;�'ri;-��,� _..... .s..�.,..w.. ... , . T � /�f'✓J/��1C7� ��� � . �- 2600 R � FINAL SI TE PLAN NOTES � B O ' S I V ABBREVIATIONS FIN FINISHED PVI POINT OF VERTICAL INTERSECTION 1. The obbreviatlon I/DOT made hereafter refers to the 15. Work shall be sub 'ect to ins ection b A/bemarle Count A R N E A D I f� A AREA OR ARC FL FLOOR PVMT PAVEMENT i/irginia Depa�tment of Transportation. The term County Service Authority inspectors. me co tn roctor will be y AC ACRE FP FLOOD PLAIN PVT POINT OF VERTICAL TANGENT refers to the County of A/bemarle, Virginia. responsib/e for notifying the proper service author;ty S P A A D D I TI 0 N AD AREA DRAIN FT FEET P&P PLAN AND PROFILE officials at the start of the work AGGR AGGREGATE FW FACE OF WALL C H A R L�TTE S VI L L E, VA APPROX APPROXIMATE Q AMOUNT OF WATER RUNOFF 2• Prlor to commencement of any construction within any 16. The /ocation of all existing utilities across the line of the ASPH ASPHALT G GAS existing public right of woy, including cannection to any proposed work are not necessarily shown on the plans, and GFA GROSS FLOpR AREA R RADIUS existing road, o permit for said construction shall be where shown, ore only opproximote/y correcf. The controctor obtained from 1/DOT. shall on his own initiative /ocate crll underground lines and BB BOTTOM OF LINE GRD GROUND RCP REINFORCED CONCRETE PIPE structures as necessary for construction u � /� � /� I I BC BOTTOM OF CURB GR GUARD RAIL RD ROAD 3. All paving ar�d droinag� re/ated moterials ond �R � I I � I V I I V f E V � BD BOTTOM OF DITCH RET RETAINING construcfion methods shall conform t�o current speci�cations 17. A1! moteria/s and construction shall comp/y with general BF BASEMENT FLOOR HC HANDICAP REV REVISION ond standards of I/DOT un/ess ofherwi�e noted. water and sewer construcfion specifications as odopted b� the Albemorle Counf Service Authorities on Januar 15, 1998. BITUM BITUMINOUS HGL HYDRAULIC GRADE �INE ROW RIGHT OF WAY Y Y BLDG BUILDING HORIZ HORIZONTAL RR RAILROAD 4. Erosion and siltation control measures shall be provided in accordan ce wi th th e a ro ved ero�sion con trol lan and 18. Da tum for all ele va tion s sh o wn in Na tion al Geode ti�c BM BENCH MARK HP HIGH POINT RTE ROUTE pP P Surve BOV B�OW OFF VALVE HR HAND RAIL sholl be instolled prior to any clearir�g, grading or other Y BSL BUILDING SETBACK LINE HGT HEIGHT S SOUTH construcfion. „ 19. The contractor shall be responsib/e far notifying Miss BW BOTTOM OF WALL SS SANITARY SEWER 5. Al/ s/opes and disturbed areas ore to be fertilized, Utility" (1-800-552-700)) before starting ony work. I RAINFALL IN i ENSITY SAN SANITARY seeded and/or mulched. Maximum adlowob/e �ll or cut slope C COEFFICIENT OF RUNOFF ID INSIDE DIAI�ETER SBL SOUTH BOUND LANE is 2: 1. Where reasonab/y obtoinob/e, lesser slopes of 4: 1 20. All water and sewer pipes shall have a minimum of 3 f�et CB CATCH BASIN/CHORD BEARING IN INCH � SD SUBDIVISION or better are to be ac:hieved. of cover measured from the fop of the pipe, over the CC CENTER TO CENTER INV INVERT SECT SECTION centerllne of the pipe. This� includes oll fire hydrant A R C H I TE C TlJ R E CFS CUBIC FEET PER SECOND IP IRON PIPE SEW SEWER 6. All drainage inlets shall have positive s/ope to drain. lines, service /atera/s and waterlines, etc. CG CURB AND GUTTER IPF IRON PIPE FOUND SP SITE PLAN � Six Edgerty Place, Boston, MA 02116 CHD CHORD IPS IR�N PIPE SET SPEC SPECIFICATION 7. Paved or rip rop lined ditch may be required when in the 21. All water and sewer appurtenances are to be located C617) 423 9399 � CI CAST IRON STA STATION opinion of the Director of Engineering, or his deslgnee, it outside of roadside ditches. C.I. CURB INLET JB JUNCTION BOX STD STANDARD is deemed necessary ln order to sfabilize o droinoge CIP CAST IRON PIPE STM STORM channel. 22. Valves on dead end lines sholl be rodded to provide adequate restraint for the vo/ve during a future extension CJ CONSTRUCTION JOINT K ONE THOUSAND (KILO) SW SIDEWALK 8. All traffic control signs shall conform with the �rginio of the line. CL CENTERLINE Manual for Unlform Traffic Contro/ Devices, per /afest CLKG CAULKING L LENGTH T TANGENT edition. 23. Each proposed outdoor /uninaire equipped with a /amp which emits CMP CORRUGATED METAL PIPE LAT LATERAL TB TEST BORE 3 000 or more initial lumens sholl be o full cutoff /uminaire or a CONC CONCRETE LL LOWER LEVER TC TOP OF CURB 9. Al/ excavation for underground p�ipe instal/ation must ' • - r r CO CLEAN-OUT LP LOW POINT TD TOP OF DITCH comp/y with OSHA Standards for the Construction lndustry (23 decorotive /uminaire wifh fuli cutoff optics. � /` 1`/ CONN CONNECTION LS LOADING SPACE TELE TELEPHONE CFR Part 1926) � � � CQNT C�NTINUOUS\CONTINUATIaN LGT UGHT TOB TOP OF BANK 24. The spi/lover of lighting from perrking orea /uminaires onto i. ..� 1/ _ CP CLAY PIPE TP TEST PIT 10. lVo construction shall commence until the owner/developer public roads and property in residentia/ or rura/ area zoning districts CT COURT MAX MAXIMUM TW TOP OF WALL hos secured a!l necessary p/at ond pPan approvo/s, on- and shall not exceed one--half (1/2) foot cond/e. CTR CENTER MECH MECHANICAI. off-site easement approva/s, construction permits ond " MET METAL UD UNDER DRAIN deve/opment outhorizations from the County, State and other 25. This is an omedment of SDP 99-51 approved December 29, 1999. TH� C�X CQM�AN Y , D DEPTH MEMB MEMBRANE UG UNDERGROUND outhorities operoting in the project areo, and has posted DA DRAINAGE AREA M.H. MANHOLE UGW UNDERGROUND WIRE all necessary bonds fa,- required improvements. , . � DB DEED BOOK MI MILE UL UPPER LEVEL 11. All improvements sholl be coordi�noted Site Application Notes P/Crl7/7eI'S � Civil Enqineers DBL DOUBLE MIN MINIMUM UP UTILITY POLE . with any ossociated ongoing site improvements. 1. Project Name: Boars Head /nn Spa Addition Landscape ArCl7lteCtS , DEPT DEPARTMENT MISC MISCELLANEOUS 2. Owner: The Boars Head /nn D.I. DROP INLET MON MONUMENT V VELOCITY 12. No site improvemenfs shall cammence P.O.B. 5507 DIA DIAMETER MS MEDIAN STRIP VA VIRGINIA unti! Owner provided survey contro! has been estoblished. 220 EQsf High Sf�eef DIM DIMENSION MSL MEAN SEA LEVEL VCP VITRIFIED CLAY PIPE Chor/ottesville, VA 22905 DIP DUCTILE IRON PIPE MTL METAL VDOT VA DEPT. OF TRANSPORTATION 13. A preconstruction conference 3. Tax Map Porcel: 59 D (2) � 01 ? 15 Char/ottesville � Virginia shol! be conducted prior to site improvements in order to 4. Existin Zonin HI hwa Commercia/ 22902 � (804�295 7�3� D.M.H. DROP MANHOLE 9 9� 9 Y DR DRIVE N NORTH Vtr WEST coordinote the projec{�. 5. Magisterio/ District: Samue/ Miller DTL DETAIL NBL NORTH BC�lND LANE W/ �� 14. lt shaN be th� Owners responsibility to ensure that 6. Site Topographic Survey prepared by Mr. Tom Uncufn. ' DWG DRAWING N/F NOW OR F'�RMERLY W/0 WITHOUT subsequent b/dg siting and gradin� fulry meets the 7. Parking Ca/cu/ation: Numbers are based on County-approved count (SDP 99-5�) � DW DRIVEWAY NFA NET �"LOOR AREA WBL WEST BOUND LANE design intent of the c►pproved p/ans as well as the ', N.I.C. NOT IN CON i RACT W.L. WATER LINE uti/ity and drainage p�'vns subject to design requirements of a. Existing Parking Spoces Provided• 473 `� �F �'l E EAST N0. NUMBER WM WATER METER other construction. • b. New Parking Required.• 0 (Spa will be used by �40��! Guests only) , EA EACH N.T.S. NOT TO �Ci���:. WS WATER SURFACE c. Toto! Porking Required Per SDP 99-51 (12-29-���9): 448 E&SC EROSION AND SEDIMENT CONTROL WT WEIGHT • , EBL EAST BQUND LANE OC ON CENT�E� WV WATER VALVE 8. Tota/ Project Area = N8000 SF c, �x n. cox � CERTII�7CATE N . � EG EDGE OF GUTTER PAN OD OUTSIDE UI�OMETER a. Building Area at Ground F/oor = 4,225 SF .�0 7719 ��W EJ EXPANSION JOINT OH OVERHEA� YI YARD INLET 9. lmpervious Cover = 5,600 SF ��s`rjONAL ���� ELEC ELEC1'FtIC OHW OVERHEAD WIRE YR YEAR 10.Area in drop-off zone: No Additionol ELEV ELEVAT�ON 11. Areo in Circu/ation: No Additional ', EP EDGE OF PAVEMENT P PERIMETER NOTE: ABBREVIATION LIST IS FOR 12.No additiona/ site lighting is proposed with this site p/an. � EQ EQUAL PC POINT OF CURVATURE CONTRACTORS CONVENIENCE ONLY AND ' ES END SECTION PCC POINT OF COMPOUND CURVE MAY NOT BE COMPLETE. REFER� ANY 13. This site is /ocated within the reservoir wotershed , ESMT EASEMENT PG PAGE QUESTIONABLE ABBREVIATIONS TO THE 14.Buiding Height: 96' 1" (not inc% Skylight); 2)' 7" (incJ. Sky/�gMt) EW END WALL PGL POINT OF �RADE LINE ENGINEER BEFORE PROCEEbING WITH 15.No additional looding spaces are necessary for this expanded use. EX EXISTING PI POINT OF lNTERSECTION THE WORK. PL PROPERTY LINE FAR FLOOR AREA RATIO PRELIM PRELIMINAR`t FC FACE OF CURB PROP PROPOSED � FF FIRST FLOOR PT POINT OF TANGENCY FG FINISHED GRADE P.V.C. POINT OF VERT(CA� CURVE FH FIRE HYDRANT PVC POLYVINYL CHL4RIDE SITE N�TES Job No, 32790 Scale 1" = 10' Date 0229.00 Drawn By FAM . t � � . o . � . �i., i �.__ �_ _ � . � . . B OAR S H EAD I I� �l . , _ - . � __ _ _ _ . _ � � � � SPA ADDITIOf� CXJUNtlHR 1 �AND (-fIYJ.II,hiL J{.JRVG 1 , lJr � .NOTE: "PARCEL A°� 'FRP,CEL B" AND . ' TITLE REFERENCES : ` £A5EMENTS , . , CEL D i � : � � �� � '. � ' . . "PARCEL D" REFER TO PROP6RTYa � • � "'� " ' ' � ' � � � . . � : ' � pfiR . THIS PAOPSRi'� LIES IN F�N AFEh! � ' DF,SICNATZON5 A£ LISTED ON � � ' "PAAC£L A": � ."�PARCEL A"AND°PAFtCEL 8��= � TAX MAR 59D(2)-01 ' - ° B. 860 P. 587 DESIGNATED A5 ZONE C (AREA Or� � LAFIYERS TITLE TNSURANCE � . � � � . . ' , „ i D. _ �ifINItiAL FLODDING) AS 'SHOVN ON� VEPCO� , , ' � ' � " CORPORATTON'COhfi-tI�MENT FOR D.II. �658� �P. '3 PL'AT � D.B�. 925 P. 60G ALBE}SARLE COUNTY S£P.VICE hUTHORITY � .D.E. 851 P.� 319 �'. D.E. 442 'P. 657- " � �� :4fAPS EY THE��'EDEP,HL.EMERGENCY � CH ARLOTTESVI LLE VA � � /� /� /�/� �7 � ' ' ' TITL'E INSURNNCE Ch5E.N0. � , ' � � � � D.B. 788 p. 400 . " " " " " . �D.E. 8'28 P. 571 .D.2.' a18 P. 597 " � �IdANRGEMGNT A.GENCY., � � � � � � � � � 8R-22507 ' '" 1) PARCELS D-2 hND L:� ! • � D.B. 790 P. 32 � FARCEL� 2� I�� ��H� ��� '`7� (`tH� (�) I I, AND 17A I : y � '. �� � " . ;U.B. 785 P. 66 D$ ..286 _jt.�1P... _ " _ �DRTED:CL`-CEMB�R 16�1480 ,,yw . „ D B '732 P. G1 " . " � D.E. 790 P. 3y D B �750 �T�. 577 CY�Y'`OF CHARLOT28SVSLLE. • . � " . LUCATED ON U.J, .ROUTE 250 � �°� D.g. 658 P, 3 PLAT D B 788 P. 201 RIVANNA {4ATER & SE41EA AUTfiORTTY. D.B. 671 P. 358 D.B. 648 P. h51 ;THIS 25 TO'CFRTIFY THAT 0}7 O�y D.B. 658 P. 1 : D 9 �85- P. 62 •' ' " " � ' . .... . � . : . ¢,: ' , .. �� „ "D.B. 658 P. 1 D.B. 520 .P.,568 �OC7DBER�)J 1389.' I . . � . � M -� ,N N + q,m vq�: ' . � D.B. 486 P, 634 � D B 72a,`P. �10 � " ,D.B. 627 P. 470 ' : .D.B. 520 P. 569 . . � �SUR9EYED THp�PROPERTY SNO4IN . p�� ` . 5. .`� , � w� a,:' . ; � �D B 727 P. 707 " ;' „ '• •' . D.H. 613 P. 470 PLAT; %D.B. 49'4 'P. 88 . � :ON .`tII3 PLAT,AND THE TITLE M- AL6EMARLE COUN?Y� VIf�VINIA X� �' q¢ S� m',�O,yoiph 2) PARCEL D-1: : 'D:fl. 750 P. 571 CITY OF 'CHARLOTTESVILLE' � � '" ' ;D.D. 567 P. 196 ' .➢.,8. d57 P. 3E0 `LI11E5 AND 19ALL5 OF THE VN' � ��\c� � n,z, '� 1�.``til,'4.Q.� . . � D.B. 658 P. 3 PLAa^ . D.B. 369 P. 43�0 " •'� •• � ' � �D.E. 4G7 P. 596 ' ��:'B-. 350. P.. 70. . . .. . � �BUILDZNG ARE`:SN019}7 HEREGId. �`T,��,y� SCALE� I"=50' NOVEMBER 20, .1989 � P 97h p. 2a k, . . ' �j ' C'�y \\ �FW. / 'h�?'�4A n 09 ,� � F` . . � 3) PARCEL D-5, �D.B.�628 P.. 539 �fVEST CORPORATION�. . , � .D.B. 436' P. G27 � � � � . . . . ' �v � . • 'q;y�'`O�a' ' 9 '0�0 4' � . . - . . . 'SURVBY�PREPA�REO POR�� - ; w ,,9j,,, R�ti}��� � Q � h9Q � : . _ . . _ . . GRAHAI� �IEUS � ...,.� � � W • \ � 4 3 't' ' 4" � � D.B. 692 P. 4G2, VEPCO :D.B. 424 P. 74 `.NOTE: ONLY THOSE UTILITY LINES TNAT O�G¢a 6^�� � � D.B. 851' P. 322 PLAT. ;D.9. 460 P. 584 ' D.B. 9?.9 P. 62 HAVE EEE17 HARY,F.D ON THE GROUI7D THE UNIVERSITY 0£ VIRGI�NIA.REhI, E£ThTE FOUNDATION ' . ��� �p ly. OQ g9' Q _ �,' ' � :D.B. 442 P.'657 �D.H. A19 �P. 539 BY THE OPEP.AT2NG JTILITY ' ' � � . '�' k� O ��3�T� � .�C�Q¢4,4'O�Q� ?' �y5 � �otio � a) PAP,CEL D-3: . � :D.B. 418 P. 599 ~ 'D.B. A02 'P. 529 COFIPANIES'HF.VE'BEEN SHOI4N ON LEGEND� �' z � \ \ s /' � 3�'�• 9 / �' " , D.B. 402 P':"525 THZS PLAT. OTHEP. UTILITY LINES; �96$ ' � ' `tD - . 'D.fl. 65�8 P. 5 'D.B. 408 p, �597, " ��D.E. 399 P. 186 EXZST BUT HhVE �NOT HEEt1 SHOWN. � _ � . � a . . � � ��3 O:9' p� +S;, O , . . , . , � � . . . . . � �D �+6'@2'�,� ,�R.., �� 06�9y� qyS:. ' �.4' ,� � G.6. 658 P. 3 PLHT '�D.B. 393 P. 299 �� � . , �D.H. 388 P. 5 ' � . .. ... . I.S.=IRON SEf Y SIGN y " s r;i>'S#,^, ti $ ;o.s: asa r. ic , I.F. =IRON FOUND w �f �� \� 'O'& �9c�g3C8T�0 �,�;'�04''�'��b �q' ti�- •,PARCEL h": `b.B..2'76 P. 179 ':• . . . ._. �D.Ea. 3E0 P. 17 D.B. 3'80 P. 12 ' � � �a .� �< • �•$o�`e,�� ��'�'yy1 Q2� �q�'� P`� � � . r O. � _ � ' � D.B. 768 P. 293 . ;�D.B. 25E P. 679 COt1101SEF.LTHEOFOVIRGIN2AEGAAPH.CO. - :'D.B. 350 P. 709 . MF=MONUMENT FOl1ND . Jh, � ' '' �o � �� �Qn'�, ;�1+.4Ap�a�a`� 0��q-�.y 4N . �'� 4~ �D:H. 627 P. 470 VIRGINIh D. 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F�' � � 1 �� . 3�`� � � �� /�� � I /� WUH'C � ' -fENNIS � . . �1�.B.'S27 ��P. 375 � � � � ' ' � �� / �m c8� ' 1 �, \� QQ°�s� �\� o`��j ' \�'P �/'' i�`J 1 O ._-_.._ ````_'_ _'_�-� �-^"r'-��/�6 I I /� / . � x . �COURf . � \ \ ,•: ; _ _ ' � ' / ��3.19' � n /S (Q' / /� „�' .�'_ _-_- � UN .. � a l'f�dNl$ . . . TMP 59Df21'01-14A S . (�, �,,��`'� . .� � j '� � �` C� .�♦ F, �C�,t�tP�' QPP�. 6`� � �'�i w 11. walk . `�pkR`K�NG ARFA � ^�_��-/' o •�� � ;3 I i/ �A. COL1Rf ' , . . � \ . .BOARS HEAD INN INC ;HC�-ZbNE, � p II jQz ' I , r \ '� � i D.H. G58 P. 3 PI.AT ' . � •. �� 94.�, �� / Y 2 �t�i � 1 � � � �' �/ � . � ' D.B. G58 P. i "' `V' O � N� � 47 1 Y � PARC�L i�_� ��a�'] .�� � 09�� 9�� / . "� � , pREA . O . . � II I�p y � . . . . . THE COX COMPA N Y 4 .,�/ � \ � . qq F� ' � (I �� � � � � - .T11P 59D(2)=0i-15 ' �/Q��' W c� 4�� tA � .. 1 I ��3.I�QX�F�ES � ; ^ , sp�, � ' / //� ' i i IW� '�/�� j . 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F�pME a �� FASEMENT � 0 3io.95� . •THE RECTORS Rt7D VISITGRS� .�. � � _ .. ` a ' ... ___,__ __�_'• BOARS HEAD I1ild Id1¢- ' , � �ASE E� �1�Q .� \�\\n . „�� � -; a-_ ' / _ � '� "' _ . .HO'IR- , - /� � o � � �I I � I 3�'SEWAFCn�E iREAiMENf PLANT � �_- �A . �D.B. 9$� P. 3'72 � ' ✓ �RC ZOi7E:, . . ; mail�bgCrs i . -�``� I I RGIATA -.D_H. 785...f. ..69....3� . / / �: �F'�� �EASEIvIEN�� .RF1� B � d -y�+',-_ � � �. A619.l� ...\ . �$ n 0.022�f2ACI7E' p � � `�'��J. �`" ��^`_ `� `'�.,`_ ' � 0 5�'�i � D8TG7_7 P. 470 �1JfEM �� ,,. , o VI / �o,E�'}_��'g`"`:� a s � . ��-�' � � - - �--� � -- ,, < 1 � � � ���; Ch arlo t tes ville Virgin ia i 873YfIiSG SETBh�C72S' BEOUIRE�i�i S�'fq r �'�y"3�.�7 E9. �Z�F:d `� l038S�f f�2)�Ar..Ce."SS F20',D lD mNAld DRIVE , .��''''/ � \ \ �� � _ � 20��A'SQ.S�IJRARY .... . � !�� \\ � � f �jy� 3-�ORf SID�� 9Af�:EL�D-3 N � . . . 22902 � /804 )295 713� 5 op �e �.�? 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T=26.99:, ��; ' A=40b�� ' T �� � .���� �� � � ' ' C=50.08, Cfl=N 51-06-19 E, � ' . �T=�26'� ' . � - -__ i / \ � � � �=43-20-0b � . `\\ . C=40.50 � ., �� ° .. �"---��"____ _ ' � � � '- NSA WATFRIiNE LO('ATED� ' � � . C8=N0�42°W �`_` SS ' / WI7HIN ROAD R/W q . \�� .I C6: R=67.82� k=21.50, T�iO.sa, � �Y• � Qe03°4411� ____ ' . % � i , .. . \.. '� � �t C=23.43, CB=S 20-23-25 ISr . . \ T7TAL � ^ ' '_- �� � `�' "-�-��- _V�/ /� ' .. . ' . . \ \ \ e�s`S� � � ' . (�=18-09-49 . : � R=621.18� � ��. (C7: R=176.50, A=52.32, T=26.35..; � \ A=27o.8?�� � . � 30�'(NJSASNJITARY` � ' --. � ' \ !p'O%�����g,� C=52.13. CB=ld PA-55-00 67�. ' 4�}, 'f=140.75, .. SEWF7t'FSMS:. �=76-59-02 . ' `W \ Co274.5# � ' ` - -_ / \ \ \ \ / �\ .. . . .. .. r9f,Q \?5°3�5�8�2 E . � -✓ . . \ \ � /' �\ \� . 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SHAFF R�iINEDY ! � �CHARLES G. & GAROLE A. %ZAG. -i1! 59D(2)-02-b10' � ` � � (.p'(.3 S � \F' �LA71 . D B 837 F 693 - � pF�502� ' : • ,D.S. 43B P. 625 BLAT �D.B. 4�38 P. G25 PLAT 'DUBE 49'8ETPY 127E C0146 P. 9 2) 0 =D9 � � ...._.. � . , . i �. i i g� }LURES&DBETTYZSA27£ COPi95� ;TMP 59'D(2')'02-A3. s„, , ��: .� LOT I . . at�p�59D(21-62-B1 � . .....�.... ... ... . ,... . . . ... . . � .D.9. 438. P. b25 PLAT • C J. COOLE . � � � ; �D.B. 996. P. 39 , I I ,ROBERT N. & GR E Y, • � � - �% �D.b. 438 P�. 625 PLAT ; � � 'D.B. 506 P. 61$ � _ A. 4IARD�& CkROL' C. 'SIAfS� - � ' �� . .... . � . .. ., , _ . ., � . � � `TMP�59D(2} 62 kl .... 'D.H. 744 P. 746 � • . . . . 438 � ' � �RODNfSY E. DEANE JA &! . �D.B. 700 P. 606 PLkT � ' ' � � . ._ : ' � � � R£GENIR L D$AN$ �, . � � • � � � ' ._ ... . . � .., � �D.B. 915 P 70 �: � I .;... _ • . . �lil� . . . .... . . .. MAS B � . • • . _ P AT �educed to 1��=��0'by The Cox Company�3I2/IOO. • �,b.8..388 P, .3 PLAT ; B�� 8 ' E�NA� REST BLOCK D . B K E / Z iiHO LINCOLiV tAN�D 9URVEYOR ihSC_..� �l FO J p� � 1575 S�aie iatm 8avle d , . . ; 'y . � . � • : ' . Ch rloios•tlqVi�mo�f?�41 v f Off ec OOd-47d 5539..: _ . . . . � � � , . � . . i . .... . : . . . i . ' "' ' . .... . ' ` �.". ' ' ...4 '. . � � � ' . . , . ... . . .,.._... .. ... ... . ;' . . .. , • _ _ e�oo9s oo �. . � . ' . , . . � ' . . � ' . .. . . . _ . F . . . . L�CATIDN EXHIBIT Job No, 32790 Scale 1" = 100' . 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T P A f�.1�'> �- / �- 51�-�,?� �\ �� � �, �\ '� ����-���s--'�"__�_._._._ ._.r,_._ �t ` / � ,o� .-- --r'�-'��.---'"J .._..,-._..------______ __-___ _____._�..�,_ ..� __._.. --- --�� � � \ ` / /�' �''� --____==-��. �C�f�!Cr R�.���-., ...- - - _� -- , � , K � � ` � \ �, , �2 \ `, �.- ..��1' � __.._...�_. _ _�_.__...�_--____ _�___._---.-����___..__r______.�.._..______.___.__- _� � i:3 fC., � ____--- p � '- ��./ r�;--��.._._�.__.W__...____ �; � ._...._._ /'`' -' �.. �U IL ia l i�}G �� � � ``�` �'-/s ��-!i�'; aL %<, r "�" ., \ 1 �. \ �' /'�rl! �� ✓� -----.__.�-.,.,___.-Y.. .� / �` •• .,_ •i•`-# ,O, � '!.-��� _,���,,,..-� � 't' --��-_.-.�...._.._.�__._�__.__._.._.._______-.-_...�_.__..� .�,.._.__�.�_� � � ' -._ '.��J�i�<�� �'". � \ ,.�f�� ..,/�,...,-'"��' ��1�/ ---_-_..___.__ �,. / .� � ,, �� (`-1 �'� �w�+ " - '. _ �,� � ,�''`�� 51�?.7�1. .�' '_...-.'",---''r �., � i_��+ t t �� �� ' � 2,i 2 � �---��.�-''" �'.���' a � � � '� � `` �� ��?_,?:; \ \ E_S�%'� .-''.-� .� � �I , � .J �,. � �'`��,� _ � �� f���./ �\ ��-�,�-: 4?�4// .�W � _ �``� ,--'`/ �.--`" ./�/! 541,9 t�i J �� J � �� !�1 �!1� �i � ' ,�--'''/ r/ ��� � �'�`�`""�, �`` �<` �,.,-- C�L �,/"�"��f ti $ • C�/ r .-^ \ r � � � �� ��� � ,e.�� `,,.-�- ,- \e\ ' -"�J � �, � �,,, .., C` e � / � \'� ��u,wt' . �. ,,,/��� �'/ ' ` !`� . ` N , SITE PLAN Job No. 32790 Scate 1" = 10' Date 03.30.00 Drawn By FAM � � . � �,�,�r _ � BOAR S NEAD If� f� � SPA ADDITI � �I CHARLOTTESVILLE, VA 8" DRATN BASIN 10" DRAIN BASIN � GR AH AM M EU S DUCTILE IRON GRATE _ DUCTILE TR�N GRATE � F�R DETAI�S SEE " FOR DETAILS SEE = SHEET 4A W ,_ ��' , SHEET 4A � 8, y �-I w PVC BODY " � �_� PVC BODY INLET AND OUTLET ADAPTORS VAILABLE ~ e ADAPTORS AVAILABLE ' 4' THRU 9' N 4' THRU 6' in VARIOUS TYPES OF �UTLETS -�� ' WITH WATERTIGHT ADAPTORS x(t>FIXED OVERAL� rCl) FIXED OVERALI FOR� HEIGHT VARIOUS TYPES OF �UTLETS HEiGHT � SDR-35 SEWER WITH WATERTIGNT ADAPTORS . C�RRUGATED POLYETHYLENE FOR� DAPTOR FIXED 1NVER SCHEDULE 40 DWV SDR-35 SEWER SIZE HEIGHi C�RRUGATED PVC pqPTOR F]XED INVER CORRUGATED PDLYETHYLENE 4• 13,s• RIB$ED PVC S[ze HETGH7 SCHEDULE 40 DWV 4• Io.zs• coRRu�ArEn Pvc � Short Version BMP Computations For Worksheets 2-6 aiaeEn Pvc Albemarle County Water Protection Ordinance: Modified Simple Method � D �(� I T� � �� D � MCI) I \ I I I I \ "<" Plan; __ Boar's Head Inn:Spa.Addition___ _._. . ,. Water Resources Area:.._ _ _Developmen�t_Area ._._. __.....��..�......_..._.�.... 12" DRAIN BASIN 15" DRAIN BASIN �o Six Edgerly Ptace, Boston, MA 02116 - �� oo _Preparer __„_._._ __ ,_FredM�sse� .. ._, . __ Date: 02-Mar-00 C617) 423 9399 od o� - --.._��.._.__---....._.._._.._._..�.�__._�.......�..�__v�_. ..�.�_���..._........�....�_._._..___......._..d.._..._.�..._.._..___�._.._���....._-__�__.�__.�..��......_..�_..�...._.. o � � m . � CAST IRaN H-20 RATED GRATE Project Drainage Area Designation DA#A CAST IRON N-20 RATED GRFMTE �>> FOR DETAILS SEE PAGE 4B ""�M��""��"`"�""�""�"�"�"�`"`"",""�".�".�m�'�"�"""" FOR DETAILS SEE PAGE 4B = � #�l' L storm pollutant export in pounds, L=[P(Pj)Rv/12][C(A)2.72 J � Rv mean runoff coefficient, Rv=0.05+0.009(i) _ �Cf> ADAP70RS CAN BE xU) AbAPT�RS CAN BE • PJ small storm correction factor,0.9 INLET AND OUTLET r MOUNTED ON ANY ANGLE INLET AND OUTLET M�UNTED �N ANY ANGLE ADAPTORS AVAI�AH�E w p• TO 359'. TO DETfRMINE MINIMUM ADAPTdRS AVAILABLE 0' 70 359•. TO DETERMINE MINIMUM I ercentim BIVIOUSIIASS 4' THRU 12' Z AIJGLE BETWEEN ADAPTORS SEE 4' TNRU 15' ANGLE BETWEEN ADAPTORS SEE p p � SHEET N6 SHEET #6 P annual precipitation,43"in Albemarle �_ � � A ro'ect area in acres in sub'ect draina e area, '��5� b�v� � a�'�, VARtOUS TYPES OF OUTIETS � , � � p J � J g � A ��'���, ���` WITH WATERTIGHT ADAPTOR;S � 12' � VARIOUS TYPES �F �UTLETS C pollutant concentration,mg/I or ppm target phosphorus �� FOR� Q WITH WATERTIGHT ADAPTORS SDR-35 SEWER > C^� FOR� 's• � f factor applied to RR � � � i CORRUGATED PdLYETHYLENE SDR-35 SEWER V required treatment volume in cy,0.5"over imperv.area= A(I)43560(0.5/12)/27 SCHEDULE 40 DWV � CORRUGATED POLYETHYLENE L_ CORRUGATED PVC i� ¢ SCHEDULE 40 DWV �- Rf� required removal, L(post)-f x L(pre) � �� �� S RIBBED PVC ; w �v C�RRUGATED PVC ' � a o * RIBBED PVC %RR removal efficiency, RR100/L(post) = J w y �- rc cu � ¢ _ ? o '� Im ervious Cover Com utation values in feet&s uare feet' Q ._....p..........�......._........_.......__...................._...........�P.�.....�.�........�...._(..._................._.�_..._.....__...............�Q.....�._...._.._._.__.�.........,.�....._....�....��..__.�............._........_.....�...................._...............................�___.�_...........,........................._.............._�...........................:..........,........... > J N � � �tem .��.�,_._____�._.�.�________� __ ._..V.��___.�_�._._..�.y.__._�._�.._______.._�..�_�_._�_____..�_ THE COX COMPA N Y Q ; a = �re-development _ __ _� ��Area���post-develo�ment _ � Area w__�� ....w. ,....�. .____..�. ..�. ._ .�._ �..W. � � ` ; Roads Length Width subtotal ; ; Length _ Width subtotal� � .�.�__W..,_ �_,_�_.___�.._ � ' � i 0 0 0 ; � 0' 0 0 �:C2> MAXIMUM �- M REC�MMENDED � ���. .__....�. .._....._.._..����.,��.�...._.��.��.�� P s OVERALL NEIGNT �0'�0 ....�_._w.._.��_.�_..._..�............�_..._.�_ ...,�..�_��.�._.. � := o 0 0 : . o: . o�.. _,.,.__o lcrnn ers � Ci vil En in eer _��.�._w...�.,�.��.__� �._�.w�_o . �- o� o 0 9' � �C2) MAXIMUM � ��������� � o o� � o o L an dscap e Arch i tec fs RECOMMENDED E �______�.�.._.___....____.___�.._..._._.�_._...._:.._._�.._.,_._�.._._.._...�..._..._,...�._. ._. .. ._._.. _ ..... _.w,_...�w..,....�._.......,�_�,_�_.�_.�_.,»...µ_--�__.._.�___....�_�.__ _ .�..�„_...m ___Y... + OVERALL HEIGHT 10� � Driveways Len�th_ Width __ ,_no. subtotal :Len�th , Width no. subtotal ..............._.._.... ,.._....... . .. . andwalks � �� 0 _� 0 0 � 0 __�, 0� U� 0 0 , �_.._ ._ � -__�� �_�� ....__�� � O� ._.__o'.__._.�.. o ...� E ..__a.m.�. _ ,�. .. _ ;,�....�.._�.� _w.M..��_w._..__ + ° ...� ��� � ��� 220 East High Street ___�_..�.�.._��.�_.___..��_._.._._.___�_._M.�._.�.._..._1�..�.�. o o: �_�.._.�._.�_.�...__�._.�._�__�.._..___��_.._.___.__�,._� __...__�......_._.�...�.._�_____�______.__....___M__ Parking Lots 1, 2 3 4 1 2 3 4 �.._..._._��_.____��...���.._._._._._�..�__._._.�___ • • • __.�_..____�.._..�._._��_���.���:����....����_����._.�:w.��.�.��.��..��:��:� .W�_..___���.�_:..:.�..o_�.�_.�._�._.��_��_�:��.����..:�::��..� �..__-___�-� Ch ar/o t fes v�ll e o Virgin ra DRAI �J BASIf� DETAI � G�a�e�a�eas Area � 0 iArea ' 2 � � �CALE; NTS �. ����Xo.?o�.___...�_____ .�_�___._��_�___.�.:__.�.��:�::��xo.�o=�____m___..._ ___w___.___0 22902 � (804)295 7�3� iStructures�M�����.���.µ��.WMM�µ��Area � no. subtotal Area no, subtotal .................�...............................�.................�................�...,.....,.._..�....... , _.................. . .. :._............................. ... _ ,. ..._......................._..._. �i40� .��µ 1 �. 1d00 � E 4225; 1 � 4225 �,_.,_.�.__._.....:..........___, .._._......� 01 0 ,_..�� �.� _.� �` �..� �o �._ .. ; . _._,..__.._ : �.__ ._,�.,._.,�_._..�_�.. ..,_.:.w....._ .�_,....,.... . ! ____Y_ 0 0 0 1400� .�,�.._._�..__.._____:.._....�_.�....._�....�..___._.._..__�_�_�.._4225 . �..__..:_.____.___.. .._.�.��.. _.� ... �._...�.___., .___..._.___...._�__�___._.___� - Actively-grazed pasture& Area ! Area ,�....__v_._..�..�..__ -- - -- -• - yards_and cultivated turf�� ____Vw OJx o�os=�__�_ . � o� _,___,�._�_ __yy µ_owx o�oa�_____� .._�� �µ�w_ o "i`� OF �,f 24" DUCTILE IR�N GRATE RING 030.0 Active crop�and Area ; 4 Area ; 18" DUCT 5,75• `�"�`_._1x o.z5-__��.._.... _____�; .�.__...._.__.�___.�..._...�x o.?��._______.�___,__��.�..___..�_� -'"`" iOther impervious Areas ��F~mW����� �� ; ddedit �s FRLN%D. CO �._._....�....�,...__.w....�........._....__.�.�......,.�.�....w.V.,_�_._..____...._�...�.�....,.,._,.____ .__M..�..._..�._..._.._................�...�..._.�_w � $ RiN�mzz.o N lmpervious Cover � �����7�/0� �_�.��T �'��-��.o� C&R17F1CdTB NO I(pre) I(post) `d¢ 77'18 4�a , L�o Q � � Rv ost �V �� O '4' � � ��0.51� ' �x �.� , "�',�" , C� � ..__.._��.����,,�a..�. sgl�N A I. 8�'�'� '�10 New Develo ment For Develo ment Areas,exis4in im ervious cover<=20% ❑O O❑ �� O �..__ C _ _p__�__r.__ .��___A � ..._ _.._� ._..___..._._.____._ .. _�._ �7 [�� � C I f I(pre)` Rv(pre)� L(pre) L(post�'� RR���y�� %RR Area T �� v^�µW� ❑�❑ ❑❑❑ �, � . ) ,.�.Yp� ❑O❑ O Cl❑ Q � M ��3�77� � 0.23 � 0.27 0.59 � mm0.33� �°� �.. ,w __._.._... .�.,. � �,� �, ; q � � � � � ��� . � Development Area � � ��� ��� ; �,�; ��S t�e� � �` 0.20 0.12 0.30 0.18 ;;�.„z /o Drinking VJater Watersheds w �,�n_...._._._.....__.. ____�_.._.. 0 �+- � - � F_����0 20 � 0.13 0.34 0.20 � �����Other Rural Land�___ __�___ __ ❑�� ❑O❑ � � � f.�,,.��F � �-� �.���� �,� ��__._.._...:.__....__.,...._....___�...�..r...�,.�. ___�_._..._. -������.�___m._..._.�.._._r..._...._.��._.._.�..�...�.__� - � ❑� p❑ 'min.values GRATE 0 22.0 Redevelo ment For Develo ment Areas existin im ervious cover>20% ����....__.._�.....�..P�..�...��_.(._......_v.�_�.......��..P.�.___.__._.v.._��_...�.._____.��_�.�_...P.._._.�--- ... . ._�_.�..�_.._�.._.._.�....���.....,..__._..._.���v_.___��_..__._.._....___.._.._..�_..v��......���---..�_ Y GRATE A18.0 _CL . �_..,�_.__................'„. . '50� C f 1( re * � Rv(�re� L(�re� ,L(�ost�� RR %RR Area Type � � `����z.� ; � � ��g�� � ����0.23 0.27 0.59 ` 0.35 � �"�����%a Development Area � . . 'S ��5, � �O � 0.20 ��0.12 �µ0.30 T�0.20 � ���°�a�Drinking Water Watersheds�___w.._...., � 1- -� � ,a� ' g ,��� 020 0 13 0.34 022 £���56�Other Rural Land ,..._....,....._�.�. _ 2.0 � � ..� �.a`s.��szf46�'-, .�.:� �.. � a'5��.�t...�___.�....,.....____N�._�..�......,...�w��..�.. � 6�a�����&zE..�,..__.- _.__._ _.,.........�..�.._._...�.�_.....,.._........� � �- STANDARD (H-20) RATED ��� DRAINAREA = 16L4 SQ, INCH Interim Manual,Page 70 rev. 16 Feb 1998 GEB STANDARD GRATE CH-20) RATED . � DRAINAREA = 98,7 SQ, INCH a�s � �� LLLLLLL �� � LLLLLLLLLLL .375 � � LLLLLLLLLLLLL � oo LLLLLL �� �_� LLLLLLLLLLLLLLL LL�LLLLLL � � LLLLLLLLLLLLLLLL � o '�' LLLLLLLLLLLL �-� �- LLLLLLLLLLLLLLLLL ' LLLLLLLLLLLLL � �� LLLLLLLLLLLLLLLLL - -��--� � LLLLLLLLLLLLLL � � LLLLLLLLLLLLLLLLLL �� o LLLLLLLLLLLLLL LLLLLLL�LLLLLLLLI_Ll � � LLLLLLLLLLLLLLL �_ � LLI..LLLLLLLLLLLLLLL � � LLLLLLLLLLLLLLL � � LLLLLLLLLLL�LLLLL LLLLLLLLLLLLLLL �-� � LLLLLLLLLLLLLLLL ' � o LLLLLLLLLLI.LLL � �---� LLLLLLLLLLLLLLLL V �� � LI_LLLLLLLLLLL.L �� �� LLLLLLLLLLLLLL - o a LLLLLLLLLLLL � � LLLLLLLLLLLLL 0 o L LLL�.LLLLL �-� � LLLLLLLLLL . � o LLLLLLLL o � LLLLLLL STORMWATER MANAGEMENT & BMP'S PEDESTRIAN GRATE (H-10> RA�TED S�L.ID GRATE PEDESTRIAN GRATE <H-10> RATED SOLID GRATE Based on representations by the owner,BMP and stor�nwater management requirements DRAINAGE AREA = 87,6 Sq, I�VCHES DRAINAGE AREA = 91.0 Sq, INCHES for the site plan are likely satisfied by eacisting on-site ponds. The owner intends to dredge the ponds following the currently planned site improvements to both the sports facilities(under construction)and the Hotel Spa Site Plan(attached). Prior to dredging,the owner intends to complete a Stormwater MATERIAL� DUCTILE IRON MATERIAL� DUCTILE IR❑N Management/BMP Study for the purposes of verifying a�ailable stormwater management and BMP • capacities and directing the dredging effort. QUALITY� MATERIAL SHALL QUALITY� MATERIAL SHALL CONFORM T� ASTM A48 - CLASS 30B C�NFORM T❑ ASTM A48 - CLASS 30B PAINT� CASTINGS ARE FURNISHED PAINT� CASTINGS ARE FURNISHED WITH A BLACK PAINT WITH A BLACK PAINT 't'ARD DRAIN GRATE DETAI� 1 ° O SCALE� NTS . STTE DETATLS Job No, 32790 Scale ` � Date 02.29.00 Drawn By FAM , C 4 � C� _ �� . ��. � � �