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HomeMy WebLinkAboutSDP200000022 Plan - Revision 2021-05-11BOAR'S HEAD SPA EXPANSION LETTER OF REVISION #2 TO TAX MAP PARCEL AND OWNER INFO: PARCEL 059D2-01-00-00200 UNIVERSITY OF VIRGINIA HOST PROPERTIES P.O. BOX 5307 CHARLOTTESVILLE, VA22905 ZONING: HIGHWAY COMMERCIAL (HC) ENTRANCE CORRIDOR OVERLAY MAGISTERIAL DISTRICT: SAMUEL MILLER SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 (504)885-0920 CONTACT: JOSEPH C.MEDLEY CONDUCTED: 6/20/2020 DATUM: VERTICAL: NAVD88 SETBACKS FRONT (BUILDING): 10 FT (MINIMUM) FROM ROW OR EXTERIOR EDGE OF SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE ROW FRONT (PARKING): 10 FT FROM PUBLIC STREET ROW SIDE AND REAR: ADJ. TO RESIDENTIAL: 50' MINIMUM (BUILDING), 20' MINIMUM (PARKING) ADJ. TO COMMERCIAUINDUSTRIAL: IN ACCORDANCE WITH BUILDING CODE STEPBACKS: 15 FT FOR EACH STORY THAT BEGINS ABOVE 40 FT IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS PRESENT USE: HOTEL, FULL SERVICE; SPA WITH 6 TREATMENT ROOMS PROPOSED USE: HOTEL, FULL SERVICE; SPA WITH 8 TREATMENT ROOMS PARKING: NO CHANGES TO EXISTING PARKING ARE PROPOSED WITH THIS PROJECT. MAXIMUM BUILDING HEIGHT: 65' PROPOSED BUILDING HEIGHT: 10'-4" LIMITS OF DISTURBANCE: 3,500 SF NOTE: BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X 131. SDP2000-00022 COUNTY OF ALBEMARLE APRIL 30, 2021 PROJECT SITE EDNAM DNAM FOREST WHITE GABLES CONDOS EDNAM VILLAGE Birdwood Golf Course VICINITY MAP SCALE 111= 1000' OWNER: UNIVERSITY OF VIRGINIA FOUNDATION PO BOX 400218 CHARLOTTESVILLE, VA 22904 CONTACT: CHRIS SCHOOLEY TELEPHONE: 434-982-3777 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 809 846 BELLAIR Sheet List Table Sheet Number Sheet Title C0.0 COVER C2.0 LAYOUT PLAN & GRADING PLAN TOTAL: 2 SHEETS LETTER OF REVISION SUMMARY OF REVISIONS • REVISE PROPOSED RAMP ALONG WALKING PATH SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT_ PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL Dy-All: U CRAIG W. J. KOTARSKI Lie. No. 0402048507 Lk 4/50/21 ,tea 21 N z 0 f .L Z O d U in W C1 Z O LU W W a 0 DATE 0413012021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A z 0 P�/�111 V/ z a X W> z in. o W U \ vJ w J 0 IY �: w ccJ Wa 2 Q O m Uj L JOB NO. 46134 SHEET NO. C0.0 MHS TOP=554.50' INV 1N=543.10' 8" PVC (N) INV 1N=543.20' 8" PVC (E) INV OUT=542.90' 8"PVC 1 - - - / HUNT CLUB' STONE / 0 _ _ /� a / BRICKBUILDING /.g SIGN WALL 2 16"DEC. / D LSA \ b \ lI \ / SA g�4 P\� / / s8 /7.so ag\0/ 00, 40"DEC. %'--\\ \ 3- 16"PEG. /\� _ _�! / / �A TE/TILE FLOOR / /1a Z1 / \ a \ . \ �� �\ ' \J345" RIS&4 BLUESTONEIAVERS, /WOOa / \ ROCK \\ ` /i '/ \ \ ITH`HANDRAIL 21' P MATCH EXIST NG IN -KIND // \ SCREEN �uw�TENCE MP WTI I 1' 11/ Z1 /LSA i ASPHALT; \�Q HANpI2�(ILP R33' L 4- 6" CREPE I O s MHS 33 g9 MYRTLES / TOP=54566' / G - �_ � - - lNVlN=539.31'8"PVC W) - a" SLATE TILE lNV 1N-539.46' 8"PVC N L_ STONE WALL ,I / ( ) 3. ' `I LANTING 7' y, lNV OUT=539.06 8 PVC 5' REPLACE 8" SLATE TILE IN KI D; / ---------- s /� / -- _ f ) BED \ PROVIDE ALTERNATE BID FOF �30"DEC. II REPAIR SLATE ATE TILONLYC. LEAN A I 2EPAIR EXISTING/ .4' 7.5' � % ° GA, ! REPAINT, MATCH41G // / -G CO _ TIN - ------------ ` 4 / / o FF - 547 6012.1IL 1 1 //PL / P 1 ® _ - PRO DEALT BI FOFj / `IJ / J- g \G/ M TE _ 30' DEC. II /�/ 001D/ / " / / / / REPLA6F�MENT OFXQ OLD 1 .1 \ 6 / / \ ±579 SF BUILDING //O0G/ ADDITION PERGOLA 3 I 5 Z II\\ j I I IIL N I11 i G/ (TYP.) 'THE SPA' BRICKBUILDING Q I I II----------- \ �� 1 l/ / / POOL WI I 24"DEC. II ELECTRIC ` 11 BRICK \ \ / ° (� FF = 54755' ILSA i yP? Ia I © BUILDING / I, I VEHICLE II ------------ CHARGING Zg�E SIG lE '8" DOGWOOD\ / / HOT TUB I I JE 111. II STATION(3) N ?P, I ° ------------ II I CONCRETE PAVERS P II \ PPR 1 10 \ �� \ ° FF = 54I / I , � I"�G �� 7.6 II-------- - -- ASPHALT \ � Ia j? P° / I O PADET� LSA 8 // I I Cc_ i + - Z� 1\ "DOGWOOD 5( G� LSA _ J Z ��\// / HS 0EX _CREE T JJJ � REMAIN OP =545 SAN INV1N=5 0.09' 8"PVCI I I O INV OL T=539.99' 8"PVC I �q! HANDRAIL ! 1 1 � SAN-w- FRAWBUILDINGI I LEYLAND J I /S� SAN-� WING XY � CYPRESS STAIRS - RR TIES 11 II SAN-"- PUMP BO W - AND PEA GRAVEL 1 MHS POWER B 19, 10 RISES 9 RUNS 1 I TOP=548./ - 1 1 /NV 1N=540.99' 8"PVC - - BENCH a \ - -11t - INV OUT=540.89' 8" PVC GRAVEL PATH;; ® I GRAVEL P,OTH _ _ GRAVEL PATH / METAL UTILITY -� J 1 1 - - _ \ / - - - ` / 6" DEC. CONCR� L COVER 16" CEDAR I /I 1 TOP 560.14' 559 TOP=559.05' / / 1N=552.74' STORAGE INV=553.05' STORAGE / / HUNT CLUB' STONE / ' ' BRICKBUILDING Lg - 2 - 16" DEC. \ SIGN WALL / �� l / - � _ _ lI / � 8"�OPLASTYARDDRAIN / p �� - - ,/ I \ �� - _ J' _ _ 1 LSA \ \_ _ \ \ / WITH DOME GRATE 38 76' / 8' 0 SA \ / I t / Qz / TOP = 547 13' // r56II�/ j- INV IN = 544.94' / / 548.85' ��- �O,o I / \ - '/l - - - - - % \g\Pj INV OUT= 544.89' 0 �� a 548 .50' \ZC? 40„9EC ';� /�`\\ \ 3-1�'`/ //-' /// ������ ��,`/ /ry�� �� SLATE/TILEFLOOR `IROCIe\\ - 4' �SGREEN\ )' RISERS /3 MHD- // DRAIL / 11' Z1 / wt /r' I I I ,\�y�1FENCE \ LSA _ _ 8" NYLOPLAST YX\RD DRAIN ° ) ' TQP`556.98' LSA TOP = 547.00' lNVlN=552.88' 15"HDPE / / ASPHALT,, ?�N\ \ / INV IN = 544.68' 1INV OU7 552.88'15"CMP/ � �', ��\- -�jJP a i INV OUT=544.63'I ' I I co ! ri // MYRTLES - - - ' ® s I II b I I I� I I I G a'g3 555 �/SD INLET / ; < ' ------- --- _ / / / TOP=553.85' / c__ �__ 6 _35�55 \ �' 547.40' ` = WALL ' 4 3 II I I I 11 43 / \\ //' �pC1=551.15' 15"CMP// - / p5D0 u ST 1' II I I I y -� // INV OUT=550.05'15"CP `� ___=i_ f ��i 4^HD NY�92LASI'QAR96RA�j / I 3m" E II---, \\ ��' -- ^ - 1 \`�// X% j' �/ \ 547.45' 547.50 8"HDPE ° ° 547 / `�N ON 547.08' I I I / / s 547 0 = �54$ 3 ' / 5 ' "�` \\ - 8 7'h / _ _ = a_ �i / 547.5 ° U`f- / G SD l ET I 1 0 \� �g9 Yi / of _ , �\ r-I TI i i / I 1 `5 ,55, Gp /i �\� / PEA / _ _ - °a _ _1 ` II I I I------------ roP=sS 84 p R, P 1 / x ® - - \�/�\ ff I I I / 1 I 1 ,12 J/III / 5� /4" Y RD 7_ FF = 547.60' 30"I DL�C.I I I I I I 1NV lP� 550.24' 12"P , 1 I 53 //g\0 / 000 J I I INV T=549.84' 24" R P 1 '1 5 �/ (�G /, 6 J�j/ D ME GRATE I I I I II___----- / I fJuly \ Gib/ yS6 /� / TOP = 54 BUILDING ADDITION rF�C / �_J\�� g II I I I I 11 0 <J 6 / FFE:547.55' , 547.39' ill I I I I I III / I //GO / x INV = 545.0 1 1 \\4J `✓/ / �� � / ' rw Q I I I I I I I I If------------ / / VI II //, / ice/ / 5\ I I , D\IINLET TYLgPLAST / I 1 y/30 // / \ 'THE SPA' hy/ > I BRICKBUILDING / OPr545 2' / V / ` i4'1 % / / lNV 1N=543.1R' 6"PVC I / POOL / I I INV QUT=543.02' 6" PVC z I I I I II I I / ° 1 1I - - I I BRICK / X< (�FF=54755' u011 i j"� �oJ I II IIf--- - '---- ELECTRIC © BUILDING I I 1 1 1 1 / VEHICLE qRI I\ CHARGING Z' 0,°o I � \ /8"DOGWOOD\ / HOT TUB ------STATION 3 < J BIB m I I I �� I I I I III II OYPPG'(�I \ V 6 6b1. i / I G \ I X �11I / I I I I I I I I I III 1'------------ �, / � / / I I I I I II 553.1' Sys/ \ IPPR � E \ � l ,, CONCRETE PAVERS \ ° / FF = 547.6V I � // I I I I I I I I 553.5' J/ +CIE--- r �� ASPHALT ONCRET I I I I I I I 5533`',: i rss2s' /'` _ �" � '\ 8"DOGWOOD'( PC\ l LSA 4j PAD I LSA SD INLET l +-__" - TOP=550.77I \ \i`\ vZo f�\ 1y � � QpO�F'�G546 /\ I $ I I I I I I lNVb[(t-�48.32' 15"HD(E a _ _ _ c� \ X� 0w0n �-o� I %/ \ \ i � i - = _ _ _ _ - SAN-�� I I I I I 553.1' / / r \ L 5528' / 550 - - HANDRAIL �q!! - -N I I I I I I I I 11 54g.4' SAN-� 545 FRAILEBUILQINGC LEYLAND CYPRESS`WING I SANS --PUMPBOA� , ------ � U j / I I I II I 11STAlf?S-RPT1E$� � / _--1��SAN-�T �' /-------'�-_ �I W II I 1 I I 11 I 11 I ANdPEA GRAVEL - ' s _ , -'OWER BOX I I I I I h 110 f ISEtS �RUNa .. � _ _ - -t t' � 543- I 11 T --BENCH I ICI 11 I b I I I O r �/ _-GRAVELPATH�� �'� , GRAVEL P,OTH- / GRAVEL PATH / 6" DEC. / M�r9Ly/riurY,---- CONCRTE L l l l /�YEl7 ,' / h I -------- -544-16"CEDARRZ ( , , -r � � - 543- - - - ' `` ` - - - - - LAYOUT & UTILITY PLAN LEGEND 1, SLATE SIDEWALK 4' SLATE SIDEWALK BLUESTONE PAVERS CJ CRAIG W. J. KOTARSKI Lic. No. 0402048507 Lk 4/50/21 ,4� GRADING &DRAINAGE PLAN 1 '. SCALE 1 "=20' 0 20' 40' w DATE 0413012021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1"=20' z O O a X w a O� 0 �m E Q O u LLJ w m J Q a a_ O J JOB NO. 46134 SHEET NO. C2.0 L