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HomeMy WebLinkAboutARB202000005 Plan - Approved 2020-02-20��-� Khristopher Taggart, Digital Signature j � � �/ �� / /� / �- � ^� c'eer��,noza 4AOUN����� /�' � -_ �-- ,� �� � oo '����,... 14 RANCORN W I L D M A N Architects PLC FILE AN 460 COMM NO.. 03-014.00 DATE MAY 7, 2004 .4 i > L -7 I` %� i DRAWN BY FS X ii \ I t UNNAMED - PROJECT NO TES SEWAGE DISPOSAL POND J _� N . MEADO ' / ORATIO / •/ M NAME OF DEVELOPMENT AND PROJECT 601 THIMBLE SHOALS BLVD W.E. 2 J ` ^ ��, '. M� A: PARKIN 3C HENLEY MIDDLE SCHOOL ADDITIONS AND RENOVATIONS. 635.4 SUITE 210 LOCATION OF PROJECT �I U Ro /F -� 677 HENLEY MIDDLE SCHOOL 6 '8.5 ri (� 679•1 ,/ 5880 ROCKFISH GAP 7PK NEWPORT NEWS VA ATION OF YEAR FLOOD P _ x .2 CROZET, VA 22932 23606.2557 / ERM� 1s80. o��e� r \ �\ 4� . °• MAGISMVAL DISTRICT WHITE HALL 757.873.6606 r TOTAL SITE' AREA: 49.96AC (APPROX 4.3 AC TO BE DISTURBED FOR THIS - x 677.E � X /�� \ - - _ f� PROJECT) - 6 • _ �. I ` _�-- _ / X 7. - TAX MAP AND PARCEL NO.: - - - 6362 56-17A 973.3 _ _ ��-, i'. TH _� R-1 ZONING h1 672.E xis. Plan Modified to o v.� W' NAME OF OWNER, DEVELOPER.• ,�, show I o ca t i o n of ALBEMARLE COUNTY PUBLIC SCHOOLS' _ . � _ � ` � p FRANCIS SI,INSKY III 'Z X 637 3 �\ _ _ 1 �� ATTENTION: MS LISA GLASS U No. 36172 1 1� �� \ ' ----- new equipment 2751 HYDRAULIC ROAD 4 bl5 - --� PHONE. 4 CHARLOT7ES�975� - 9340VA 2901 0711 if. w ti 1 X 68,.3 11 6 3.7 Drake Giles FAX. 434-975-9341 �SSjorrAL X ) % X�73. / `� x 679.31 675.7 2/ 19/2 0 / PLANS PREPARED BY - j 77MMONS GROUP ATTENTION: MR. FRANK SLINSKY 711 NORTH COURTHOUSE RD RICHMOND, VA 23236 x 680.E 00 woo\ / / PHONE. 804-379-6135 cvsY 1 =s 15' 1 FAX.• 804-794--3873 As AA OW 0/0 Mr-, O'O, ` EX INV-672. �� IX (. XIN LINF�fENCE / �� X IN 6 2 55' ^ . % / PROPOSED DEVELOPMENT / /X FOUR 4 ADDITIONS TO THE EXIS77NG MIDDLE SCHOOL, PARKING LOT, AND / EX INV-673.96' r�; -s� BLK =67 .4T �- TOP-68 3' �' X �- MODIFICA77ONS FOR BUS PARKING. 6ap = 74. � UIN BLEA ' S-675.6 6 _--- - �E-INV-� .1 1 ME AC! t2 f � I �, •� � � � PROPOSED USES AND MAXIMUM ACERAGE OCCUPIED BY EACH USE REAR OF BUILDING BUS PARKING, PLAY AREAS AND CLASSROOM ADD177ON ` _ N 0 ROM AC �X $" SAN%TA Y SS G EXIST SOCCER FIELD `O 6 I �V/ / E / = 2.93 AC C s:'HENI,E1� pI16DLE % E .1 �o " :a � I ` EX D. PE EA E�X INy-g57.o6J -�� 1''-� PARKING LOT AT ENTRANCE AND VESTIBULE AND MUSIC ROOM ADD177ONS = 1 ADD S ENOVATI \ i ---�`� 0.79 AC / ST SOCCE11ELDJ`4' / 2- 4.2C TED IL 1 RIFY � �- _ OCA N IN MATt PRIOR uc SEWER 1NIF.Og"T1ON FROM A XS_ �67 �� r,E 67 �� �G = � �- - -� NOR774 FRONT OF BUILDING / NEW PARKING LOT AND, CLASSROOM ADD177ON ..•� -682. (1.5 L 68�� RECORD DRAWINGS:"HENLEY MIDDLE 7' EX ROX LOC ON 7� T �-- 1- - 0.62 AC •• y I IN 67 .98 Z SCHOOL ADDITIONS AND RENOVATIONS. NEV ZATI V, OF EXIST 3 VC INV OUT 67 .6 $ EXISITING MULCH�ID 2-94.2C" DATED APRIL 10, 1 FY �_ WATERLINE -"�67g X jY Lt�CATION PRIOR Tn sTRucK �` P't--` MAXIMUM HEIGHT OF ALL S7RUC7ilRES.• T,�,P 6 .9 X 1. TOP-�83 - RAlLRO Ex c . wALK 5' IX• �� -1� -� MAX HEIGHT IS 24 FEET. „,•„ I ,,,,�,,, I „,► TIE EDGING do � 1 WOODEN PLAY sg3 yy _ \'_��6 _ I %�� -` \ • THIS atntoRvo a T THE 2.9 EQUIPMENT _ �,� _DM� -. _ - j�� x 68 SNCE AND 71M/NG OF CONSTRUCTION PHASING. nl N. c«,o ao.a MAR MOU AIN P OPERTIES, N '� -` // CONSTRUCTION WILL BE PHASED. REFER TO PROJECT MANUAL AND DRAWING wa�MWW,VA2323"O" TEL W4.7%.3500 1 �` • • I �/n7/l1T/ /,, /llT/ , //T/iTi/ // 68 I/� -� - \ C3.0 FOR CONSTRUCTION PHASING SCHEDULE. FAXW4.7%.7M L.C. D 223 PG. 389 , 5' EX Ca1VC. WALK � I X TOP=682.20'��• - J � • EXI TING� L, ZXCn G - - 74 6si-� _ - / PARKING CAL CULA770NS: \ ' E INV-674. 3 EXIST' f�INVERT 6 ,- /..:: I I- _ • PLAYGROUND I I (� l®DLB SCHOOL LANDSCAPE �I / / I I / I THE PARKING CALCULATIONS HAVE BEEN SUBMITTED UNDER A SEPERATE EX TOP 679 9� �. AAEA� , 1 STORY BRICK - �\\ ! 4 / Ex IN s7444 4 "1 l j ,,, /��� EA / �I �� ` -�ws� Ah i I I �'- x .8 r---- ` �� COVER BY ALBEMARLE COUNTY SCHOOLS PLEASE REFER TO 7�1E sEwER I MATT oM A / J _ - - J �- MEMORANDUM FROM ALBEMARLE COUNTY SCHOOLS BUILDING SERVICES \ ORANA •"HENCE \ �� •/. 2 882� / I I --/ I DEPARTMENT, DATED 3/25/4. \ SANDR9MY,ATIONS, \ I 6g� • •s �1 ' �iQ • • • •• r // I S T IN 18" PIE 19g / ��,, ;V LEV TION=s82. o I I MAXIMUM AMOUNT OF IMPERVIOUS COVER ON THE SITE:• f ` EXISTING r- j I Sx.ASPfIALT,s;.r / SIGN No-- AKI,R x y, -=-- IMPERVOUS COVER (EXISTING)=8.89. AC. FlRE Z ;<' lf� - IMPERVIOUS COVER RA710(8.89 AC. IMPER./49.96 AC. TOTAL AC.) = I ZL79% \ $ALIc CO(1RT r . _'i EX INVERT=675.15 • .: o , . z �y �' - \ LANE/ •.•/ . '� T-67 L - \ O EX TOP-683.97' ,1 68 • r} .4 -88 X 689. PLAYG D \ I \\ -68 ' r0$ K ' w;r,'S "'i�,lrs.t:{ o x.:t '' •' ,//, . 'I -s84 46 IX TOP=682.50 ,(,R•. ' EXIST 2 I I I IMPERVIOUS COVER (TOTAL =REMAINING EX1S17NG +PROPOSED) = 9.90 AC. IX DIVERT-677 (i', /• ^ 1, HDC�. RAM ��,: ,� t •RCP { 687.� I I I I \\ IMPERVIOUS COVER RA770 (9.90 AC. IMPER./49.96 TOTAL AC.) = 19.82% O 'k- RCP .,.°.° 1 . _ X 6883 I FF BLDG.=684.58' > g - _ _ J FF STOP-684.46 EX HD R RAM 6 EX T =682105 r L17 - � , , �.'� ;- _ :.;.♦., j' / ,. ° �. / I INCREASE IN IMPERVIOUS AREA VERSUS THE EXlS7TNG CONDITIONS .31I a,N I 1 COUNtY C+0 RD OF ALBE ARLE COUNTY r"L----' T- / TOTAL INCREASE- 9.90 AC. - 8.89 AC. = 1.01 AC. 7 / EXIST CANOPIES z r>r i'�I ^r `► ,cf D 405 PG. 34s� • , :; -,. EX LANDS APE � • . r• � / I I U Z • �/ WA RSHED INFORMATION: .. X6 .1 x5 a�,j , . E S N N, ��^ r Err) FF STOP-684.43 1X AAP I •m N I I .M.P. 56-17A I I '' / `} E M `_ > 1 • I I I • I / ' ` THE SITE IS LOCATED W/7NlN THE SOUTH FORK RI VANNA RIVER RESERVOIR • O �RR ExISTING, .r ?1F BLDG.-684.48 , 1 Z ?� y_ I / I L J I X 690.7 1 I V ASPHl1l.T ,,� FF BLDG. 684.50 '� • a ti3 v L J I - - I WA TERSHED. \\\ EX CHAIN LINK FENCE CONC I I - J I / 'SIDE YARD I enu. ', ,,,, SIGN:, • , r . Ir t9�RTIIiG t3RO111�TsvlIZB / X 688.3 a Q 1� • W NO PARKING, r Ex coN wA�K I I I 1 SETBACK ACCORDING TO THE OFFICIAL FLOOD INSURANCE MAPS FOR ALBEMARLE - EX AC UNIT r 5' `" 4 I L,- - E[.1g1�NTARY SCHOOL 75.9 j ; : �, ; .. f1RE LANE I � } ,�: �EXI T G 3�E X 689.3 I \ I I COUNTY, 7NE PROPOSED IMPROVEMENTS ARE NOT LOCATED WITHIN A 100 -- SIGN Iti �`�•,t� X DRAIN-679.49/ L., I ' ,,_ EX CROSS c J �I I 1 I 1 r 'f� I I 1•6 I YEAR FLOOD PLAIN. THE 100 -YEAR FLOOD PLAIN IS . COCA TFD NEAR THE ��f CIS. NG • EX WALLS SIGN: NO /� , �. , 3 f I I I O IX VENT PIPE PARKING f ;� u< R5 K 'p W 5 I I I I I r - � I I BANK OF THE EXISTING (UNNAMED) SEWAGE DISPOSAL POND. .:: FIRE LANE" ! /;� ..r'�:: iC-t�C •6 I- J i x 689.7 I Q z s� ' n I I `." - _ _ I THERE ARE NO EXISTING STORMWA 7ER MANAGEMENT FACILI TIES ON THIS S/ 7E: Location of new Backup Generator. �- �•� I t p CON EX 7-LINK MANHOLES /,� n,2 �`" I I I I I I "1a. J I I C) Uj Z /._ DI �. IX (�- FF BLDG.-684.47' % -I ,r �� ` / L _ ec ASH / II<. v / a�A I I X TRAILER EX FURNACE , LANDSCAPE AS H '' / ` ' « { 689.9 I Z - - - X 690.8 I � ' � s `'> „ FF CONC. PAD=s84.as / $ `,_; ' I �' 4- - ' LIGHTING INFORMATION: ���" & EX AC UNIT 11 A ARKIN I f? I 17iE LlGH7ING PLAN WILL BE SUBM/T?ED W17N THE FINAL PLAN. Q / �� I 1 0 L - 14 EX CHAIN LINK FENCE i'� W J • "� CUT . . R20' 689.6 EX SEPTIC FF BLDG. - �ASPHALTfi`, ��: TANK 684.61' R4� •1 R42 ;•,„ / I - -- ARKIN 1 ��i� / ' �/ % / } / • XIST EP 23' Ex N ram. _ - - I r ^ _ / � y i • /i / rri : I/PHALT ^' R7 �`�?$ ' ` . f%- -� � - - � � � >, V Location of new Exterior Walk in Freezer a w � DUMPSTER P,AD \ - - - - 688 \- rr ,w�1 t v 4,.... • , . , r � A •,r � r?,* (r�. GX. CONC. WALK: r ?y �� P 1 ,dui , �- _.; FF =682.671'' r.� <`.,� ��^ .}C s; ' 'r ��-- T t y � y „ I J O -� � _ .EX `YMOOD' �SH�B� ��'1�,�.� M,,�,'� '. �:.� � � ,a+' EX SCAPE. AR J TOPOGRAPHIC SURVEY NOTES: _--- ---�/ -� EX INVERTsRA3-1 Topographic information • from: Timmons Group, Dec 2003, (within dashed •Z F-- w �• 4 III boundar and Albemarle Count GIS information outside dashed boundar �' 85-------_- .� -�H • > � - � � � .�1• x 6 2. t _ _ � I y) Y ( Y) � y7 • T-_BSO.88_X 69.g �-- - Horizontal coordinate system: ALBEMARLE COUNTY GIS MAPPING W � (�] r - --- --5 1- Vertical datum: ALBEMARLE COUNTY GIS MAPPING 0 --_-• �- __r- 83 � �_ _ 690 �� fj9 'C :, � •t• i :. • •yy I � 9'1 t.87' Source of boundary info: DB 405 PG 36 �_ .- __`- ���$:'�k •�- IX TOP .to' � ! � � Dote of boundary info: 1-14-85 Q Q - _i / � �9s R A � ,•• s"' � - - - - _ _ Sourceof utility information: _ALBEMARLE COUNTY GIS MAPPING Ex T= rJ I 0 80 - X 3.4 678.9 Date of utility information: 12-2003 IX s80.93 6 18 fx ! - -- - -- X Source of easement information: ALBEMARLE COUNTY RECORDS _� IG •IOP� APPFCIMI - -� R --- .. 0 ROCKFISH �•0 oFo�us� " CsoN 92o T N --- n (-�•_ Date of easement information: 12-2003 �- EX INV 0-695.75: �- / I _ \� ppRIAB _ ,• , EXISTING , OP-700.92' X T `a` w ' MINIMUM SETBACKS CONDITIONS Ex cRo ��-� -- X 705•? -� \� STANDARD LEVEL BONUS LEVEL PLAN �� ` CONVENTIONAL CLUSTER CONVENTIONAL CLUSTER \� �_ _/ p� Ex PH ALT PATH (- 34�- - -� -� REQUIRMENTS DEVELOPMENT DEVELOPMENT DEVELOPMENT DEVELOPMENT X 706.8,E \ \ ,� Gross density 0.97 du/acre 0.97 du/acre 1.45 du/acre 1.45 du/acre - �M' Minimum lot 45,000 s ft 30,000 s ft 30,000 s ft 20,000 s ft DETAIL N0. x 692. size q q q q I Minimum frontage: public: x 711.2 1 private: 120 feet 100 feet 100 feet 80 feet 6 Yards minimum SHEET DRAWN x 718.3 / f x / _�� front: 25 feet 25 feet 25 feet 25 feet X 717.9 I / / �- side: 15 feet 15 feet 15 feet 15 feet _ rear: 20 feet 20 feet 20 feet 20 feet STATE PROD. NO. Maximum 2-94.2D structure 1 height 35 feet 35 feet 35 feet 3Q feet ITCleo 1 1 X72.� (� I� I IX7,7.9 / / 7, 3 x 1 1 I I / / •*����� X 716.7 I \ x 717.7 .� / / / 11 x 1 I I _ _ � >i /` / � IT WITH SLOPES E UAL TO OR STEEPER THAN 25% - _ _ AREA OF SITEQ SHEET CEMETERY OF © COPYRIGHT RANCORN WILDMAN ARCHITECTS PLC IIII! IIII� INTERNATIONAL COLD STORAGE ICS walk-in exteriors are, as standard, a tough stucco embossed metal, with a factory baked on polyester coating, that provides years of maintenance free service. This finish exceeds the standards for durability established by food service systems, who have enjoyed the economy and flexibility provided by ICS one-piece construction for many years. The wide range of color options makes it easy to select a finish that complements your building's color scheme. Polar White Almond Mist Gray Colonial Red J C� Bronze Technical Specifications: Coating thickness .8 mil • Curing temperature 435OF hardness (pencil) F minimum • FDA approved pigments • Excellent resistance to salt spray, humidity and chemicals Aff 'Awl Cold Storage Solutions' NW