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SP202000016 Plan - Submittal (First) 2020-11-17
GENERAL NOTES OWNER/DEVELOPER: CLAUDIUS CROZET PARK, INC. BOX 177 CROZET, VA 22932 CLAUDIUS CROZET PARK ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 SPECIAL TAX MAP NO.: 56A2-01-72 (RA), 56A2-01-72A (RA), & 56A2-04-OA4(R-6) ZONING: RURAL AREA WITH SPECIAL USE PERMIT (SP-95-43) & R-6. NOTE, TMP56A2-04--A4 IS LOCATED WITHIN THE ENTRANCE CORRIDOR OVERLAY DISTRICT. PROFFERS.- SEE ALBEMARLE COUNTY PLANNING DEPARTMENT LETTER FOR APPROVED SPECIAL USE PERMIT SP-95-43. PROJECT AREA: 0.41 AC 56A2-04-OA4 10.73 AC. 56A2-01-72 11.67 AC. 65A2-01-72A 22.81 AC. PROPERTY SURVEY: SURVEY AND TOPOGRAPHY PROVIDED BY KIRK HUGHES & ASSOCIATES, LAND SURVEYORS AND PLANNERS. SURVEY WAS UPDATED IN JANUARY 2019, AND FIELD CONDITIONS HAVE HAVE BEEN VERIFIED BY COLLINS ENGINEERING IN JANUARY 2020. VERTICAL DATUM: THE TEMPORARY BENCHMARK IS A NAIL SET IN A UTILITY POLE AS SHOWN ON THE DRAWINGS. ASSUMED ELEVATION=500.00'. HORIZONTAL DATUM: MAGNETIC NORTH AS SHOW ON A PLAT OF JOHN MCNAIR AND ASSOCIATES, DATED AUGUST 24, 1958, AND RECORDED BY D.B. 343, PG. 382A. WATERSHED: PROJECT SITE IS LOCATED WITHIN THE SOUTH RIVANNA WATER RIVERSHED. EXISTING USE.- URBAN COMMUNITY PARK WITH A POOL, GRASS RECREATIONAL FIELDS, COMMUNITY CENTS BASKETBALL COURTS, TENNIS COURTS, SOCCER FIELD, AND BASEBALL/SOFTBALL FIELDS PROPOSED USE: SPECIAL USE PERMIT FOR A COMMUNITY CENTER AND SWIM, GOLF, TENNIS OR SIMILAR ATHLETIC FACILITY IN THE RURAL AREA AND IN THE R-6 ZONING DISTRICT. CONSTRUCTION OF A COMMUNITY RECREATION FACILITY, INCLUDING EXERCISE AREA & COMMUNITY MEE77NG ROOM. (INCLUDES THE REMOVAL OF THE EXISTING COMMUNITY CENTS BUILDING AND POOL BATHOUSE). PHASE l - 34,200 +/- GSF (INC. 20,250 EXERCISE AREA & 1,620 MEETING ROOM) PHASE ll (FUTURE) - 8 LANE INDOOR POOL (12,600 SF) SITE ACCESS.• ACCESS TO THE PROPERTY AND RECREATION CENTER IS FROM PARK ROAD, WITH A SECOND ACCESS POINT ON PARK ROAD AND ANOTHER ACCESS FROM HILL TOP STREET. STEEP SLOPES: THERE ARE EXISTING PRESERVED AND MANAGED STEEP SLOPES ON THE PROJECT SITE, SEE SHEET 2. THESE SLOPES WILL NOT BE IMPACTED WITH THE PROPOSED DEVELOPMEN OFFSITE DISTURBANCE: NONE PHASING THE PROJECT WILL BE CONSTRUCTED IN 1 OR 2 PHASES. PHASE I WILL INCLUDE THE RECREATION FACILITY AND PARKING LOT IMPROVEMENTS. PHASE ll WILL INCLUDE THE INDOOR POOL ADDITION (IF IT IS NOT CONSTRUCTED IN PHASE l). FLOODPLAIN/WPO BUFFERS: THERE IS NO 100-YEAR FLOODPLAIN LOCATED ON THIS SITE PER FEMA MAP PANEL #51003CO229D DATED FEBRUARY 4, 2005. THERE IS A WPO BUFFER ON THE SITE, AS SHOWN ON SHEET 2 AND SHEET 3 OF THE INITIAL SITE PER ALBEMARLE COUNTY GIS MAPPING. ALSO NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDATION ZONES PER COUNTY GIS DATA. SETBACKS: 75' MINIMUM FRONT SETBACK FROM EXISTING PUBLIC STREETS 25' MINIMUM SIDE YARD SETBACK 35' MINIMUM REAR YARD SETBACK BUILDING HEIGHT: 35' MAXIMUM BUILDING HEIGHT. PROPOSED BUILDING HEIGHT = 32' (2 STORY BLDG) LIGHTING PLAN: A LIGHTING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN FOR THE BUILDING AND PARKING LOT LIGHTING. THE EXISTING PARKING LOT LIGHTING WILL BE MODIFIED WIT, THE FINAL SITE PLAN. LIGHTING SHALL COMPLY WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. ESTIMATED EMPLOYEES: IT IS ANTICIPATED THAT APPROXIMATELY 25 EMPLOYEES WILL BE NEEDED AT THE LARGES7 SHIFT FOR THE PROPOSED RECREATION CENTER. BUILDING SEPARATION: BUILDING SEPARATION SHALL BE IN ACCORDANCE WITH TABLE 401 FIRE RESISTANCE RATINGS OF STRUCTURE ELEMENTS OF THE BOCA BASIC BUILDING CODE, 194 EDITION OR ITS EQUIVALENT IN THE CURRENT EDITION OF THE BOCA BASIC BUILDING CODE. PARKING REQUIRED: FACILITY BASIS FOR CALCULATION REQUIRED PARKING SPACES BASEBALL FIELDS A,B,&C 3 FIELDS @ 20 SPACES/FIELD 60 SPACES SWIMMING POOL 4,838 SF WATER SURFACE MAIN POOL @ 11125 SF 39 SPACES HORSESHOE PITS 3 PITS @ 2 SPACES/COURT 6 SPACES KIDS TENNIS COURTS 3 COURTS @ 1 SPACE/COURT 3 SPACES SOCCER FIELD 1 FIELD @ 24 SPACES FIELD 24 SPACES PAVILIONS A & B 4,811 SF @ I SPACE175 SF 64 SPACES COMMUNITY BUILDING DELETED WITH THIS PROJECT 46 SPACES REMOVED RECREATION CENTER MEETING ROOM 20,250 SF @ 1 SPACE1125 SF 1,620 SF @ 1 SPACE175 SF 162 SPACES 22 SPACES TOTAL PARKING REQUIRED = 380 SPACES 109 REDUCTION FOR URBAN PARK = 380 SPACES - 38 SPACES = 342 SPACES PARKING PROVIDED: 292 SPACES SHARED PARKING (APPROVED COOPERATIVE PARKING AGREEMENT)= 50 SPACE REDUCTION NOTE: 1. ADDITIONAL AREA IS AVAILABLE FOR THE EXPANSION OF THE PARKING AND OVERFLOW PARKING FOR SPECIAL EVENTS. 2. THE PARKING CALCULATIONS DO NOT INCLUDE THE PHASE H INDOOR POOL EXPANSION. THE PARKING STUDY WILL BE REVISED PRIOR TO THE CONSTRUCTION OF THE PHASE Il INDOOR POOL BASED ON CURRENT PARKING SCENARIOS FOR THE FACILITY IN USE TO DETERMINE THE AMOUNT OF ADDITIONAL PARKING REQUIRED. PARKING PROVIDED: TRASH COLLECT70N A DUMPSTER IS PROPOSED ONSITE, THE DUMPSTER SHALL HAVE A WOODEN ENCLOSURE. ADJACENT PROPERTY OWNERS SEE EXISTING CONDITIONS, SHEET 2. USE PERMIT (SP2020=00016) DEVELOPMENT CONCEPT PLAN WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA 00 i- - I I I I � I I -0- El -O 49 _ --�I o C DIUSCROZ I � V II I I I I BATHES B T U ❑ ACLE I TOMS RENT �I MAHON, DAN/EL TMP56A2-02-0B-02_' ADA//AN, TMP56A2-02-OB-0190 SHBYORJAN ZONING: R-2 I JOHNSON, SHAWN THOMAS ZONING: R-_2 QI S/E✓ERSM I D8.3268, PG559 WORSHARONF IF (TMP56A2-02-O3017� D8.3515, T 2-02-OB-02100 �jMP56A2-02-08- 1� ZONING R-2 PG313 I���iiONING R2 i .ZONING: R-2 0212976, DB.1862, PG101 DB.4372 PG. 035 I - -- --- S75 1044 E40025 , I GUTERBOCK, I OEBORAH R & AARON _. .._.... /RV/ I ARTMILL ��R ' TM 02-OB- 1800 B.5147, PG470 I CD RECR iION CENTER / 1 1 I / ( TMP56A2-01-72 I i PARCEL Al' - I CLAUDIUS CROZET 5 _ PARK, INC I 'CREEL , HE THE R E D.B. 343-380 MAR E I - I D. B. 1536410(PLA T) I KRM.11 T P56A290p - 10.731 ACRES E.PANsroN D 1 ZONING: R2 DBI I I .4057, PG 316- __ _-___-___ WHITE, REBEGCA o V I 1 o�iai OR KARL POMEROY\ TM15.56A2-02-OC-0120 I79, PG/. 100 MARTIN, ROSERT STONYPOINT L NOR PAULAK DESIGN/BUILD TMP5600-00-00-045A4 LLC ZONING .• R2 7MP56OO-00-00-045A2 1 DS 0,, PG.0 1 ZONING.• R2 985126, PG 635 F \PHIC SCALE ( IN FEET ) 1 inch = 1.00 ft. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PLAN. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. IMPERVIOUS AREAS: 304,920 SF (7.0 AC) TOTAL PAVED PARKING AND CIRCULATION AREA: 205,125 SF AREA CALCULATIONS LAND USE AREA ACREAGE PAVEMENT & SIDEWALKS 5.54 AC (24.7%) BUILDINGS 0.93 AC (4.2%) POOL AND BASKETBALL 0.53 AC (2.4%) OPEN SPACES 15.81 AC (68.7%) TOTAL: 22.81 AC EwsnNG PARING I I ' I --- II OAILYSOUTH /NYESTMENTS LLC - - - - - TMP5600-00-00-05783 ZONING R-6 _ _ I DB.5122, PG.723 TMP 56A2-01-72A PARCEL B1" CLAUDIUS CROZET PARK, INC O.B. 343-380 D.B. 1536-410 (PLAT) 11.665ACRES )EI T n ILLLLLLI I I I I I I L� cl 0 61 �U R a �a I , i I - PARKROAD I STONYPOINT )ES/GN/BUILD CIA( ON, PEGG , T LLC TPfGGYJ �6D0-00-00-0 O RE✓OCABLE q 5 STONY I 0 R, , WAITER T 9P56D0.00. - ZONING: G.1 C ENCE OR : ZON/ R-21 Z4951, PG17 /� DB.461 J YCES TMP56D0-00-00-00200 TM 5 D 0-00-0040 ZONING R-2 ON/N : R-2 OR.4951, PG.170 D ,6 ' PG.034 T SHEET LAYOUT JESSICA ;6DO-00-0L ZONING: k I- DB.BOG. PC517 O� I / / HILDERBRAND, WILL/AM TMP. MATTHEW & EMBRO IOH� TL/FE SATE \ OL / O / y: j� SNEAD, MLLIAM xi i TMP5600-00-00-05000 / /�/�_ ZONING: R-4 � D&38 3, PG 291 SHERRI S: JOHNSON/ 00-00-00-E ON/NG: R-4 O SCALE: 1" = 100' NOTES: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT TRIP GENERATION CALCULATIONS FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. HEALTH/FITNESS CLUB - CODE 492 (34,200 SF FITNESS CENTER) THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ADT: NIA ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO AM PEAK: 4S VPH (23 ENTER/ 22 EXIT) PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR PM PEAK: 118 VPH (67 ENTER/ 51 EXIT) SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK STORMWATER MANAGEMENT: STORMWATER MANAGEMENT FOR THE PROPOSE IMPROVEMENTS ON THE SITE SHALL BE ACCOMMODATED WITH THE PROPOSED WATER QUALITY SWALE AND DRY RETENTION AREA. NUTRIENT CREDITS WILL BE PURCHASED FOR ANY ADDITIONAL WATER QUALITY REQUIREMENTS ON THE SITE. THE PROPOSED WATER QUALITY SWALE AND DRY RETENTION AREA WILL PROVIDE SWM FOR THE INCREASE IN IMPERVIOUS AREA. THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 1 WAYLAND PARK Izol Crozet 691 PARKSIDL Izna VILLAGE �� a , ♦Crozet Park 8 Pool � 1204 PARK VIEW 1220 - zao BROOKWOOD �HITE OAKS/ \ _. CORV FARMS Brownsville BROWN` k 77 VICINITY MAP SCALE: 1" = 2000' z �,H OFF�� - ' !R. C3Z 091L)LicTN. 0572� 'a*e T, Pr, PREVIOUS SITE PLANS: 1. SDP 2002-00051 MAJOR SITE PLAN AMENDMENT FOR BALLFIELDS, CONCESSIONS STANDS AND SECOND EXIT ON PARK STREET. 2. LOR FOR DUGOUT ROOFS AND SCORER PLATFORM @ MAJOR FIELD 3. LOR FOR SPEED HUMPS IN FRONT OF POOL HOUSE 4. LOR TO ADD SHED AT POOL 5. SDP 2011-00015 MINOR SITE PLAN AMENDMENT OF SDP2002-00051 FOR THE POOL DOME 6. LOR FOR QUICKSTART TENNIS COURTS 7. SDP 2015-00056 MINOR SITE PLAN AMENDMENT FOR PARKING LOT RENOVATION 8. SDP 2018-00077 MINOR SITE PLAN AMENDMENT FOR ATHLETIC FIELD LIGHTING J c /O m c z � O (n d v/ c U W Z LU W c Oz O � F N in Q w L W cn Ev Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 CONCEPT PLAN 4 CONCEPT PLAN 5 CONCEPT GRADING & DRAINAGE PLAN 6 PEDESTRIAN / BICYCLE / SIDEWALK FACILITIES MAP 6 TOTAL NUMBER OF SHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED BUILDING PROPOSED ASPHALT PAVEMENT DITCH CENTERLINE PROPOSED EASEMENT, OWNERSHIP VARIOUS WITH EACH SHEET DRAINAGE PIPE BENCH MARK SIGN ( PROPOSED HANDICAP PARKING SPACE STRIPING 200 EXISTING CONTOUR 200 PROPOSED CONTOUR 506.71 TC PROPOSED SPOT ELEVATION 506.21 EP TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX COUNTY DEFINED MANAGED STEEP SLOPES PRESERVED STEEP SLOPES TO BE IMPACTED PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE J LU r' 4NEF L9Cn Z CIO M N 1 N O CT) N N WLU > J Z '�^^ vJ O Z T_ 0 LU Ul U) Z LU L.L U) J LU/ JQ O 00 N U Q LU U 0 U LU - LU U) J Qw U LU LU = LL CI) W O cl� U a- LU 0 U 1� a J W J U L w CL UU)) JOB NO. 142103 SCALE 1 "=100' SHEET NO. 1 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES ti ( (31 s 0" 1.67029 / CLAUDIUS CROZET 6e3 EXISTING ACCESS TMP56A2-04-00-000A4 \ / °P ss W O A 64= 663 75 �� General Construction Notes I .p � ' PARK INC \ / I °�" O�i U 1. Prior to any construction within any existing public right-of-way, including connection to any existing I I R OAD TO BE ZONING.' R-6 - Q' rood, o permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as ., � � IMPROVED DB3357 PG.512 drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the N F• "- _--L --_- EXISTING ALT requirements of the permit shall govern. -----' ti "i - BASKETBALLC OSCOTT R. COLLINS� 0 2. 2. All materials and construction methods shall conform to current specifications and standards of I P W 00,TO BE REMOVED i _ Lic. No. 035791 VDOT unless otherwise noted. _ `� _ 3. 3. Erosion and siltation control measures sholl be provided in accordance with the approved erosion - 358.46'�L� Y \ - HILL TO o- .=486.4' /C LATER OF CT REJ control plan and shall be installed prior to any clearing, grading or other construction. I�i -U� �EE'IH�S - `I _ SH - 4. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. I-� h ��� �- S66.2737° �- / \ \ �t'cLON L E�Gt 5. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes ��' M X X X E626 4' A of 3:1 or better are to be achieved. Mon. - - - r W Found - 6. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County � � `�-, 6pARD _ ,40 PUBLIC RIfau, Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. - - X �� _ f&nrf 37� 1 ' 1 WATEREASEMENT LD 7. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. A ' WATER QU/ lI %� qg4 �- - �- TO D - E 8. 8. Unless otherwise noted all concrete e shall be reinforced concrete e -Class III. - EASEMENT 3raEAa raays !l,i- - - (h TO HEA.CSA. pipe pipe f �i / TEN LS \\ FreacxLiae -_ _ \ \ t1J 0 0 �I, D.B. 3440 PG. 1 CO TS X `,,.- /�. 490 f- All excavation for underground pipe installation must comply with OSHA Standards for the o Construction Industry (29 CFR Part 1926). I_ _ I. 084 PC. 146 ASPHALT 4 -Ti 10 _ \ U BASCOURTS \..\ _ _qg6 -___- --- _ I IILL \ �._ 484- - POST 0 _ � P O EXISTING TREES _ �� _ o f CLAUDIUSCROZ, \ m N \ PARK INC JOHNSON, SHAWN W p TO (T REMOVED +> U> H o \ (TYPICAL) � '( � � EXISTING ACCESS TMP56A2-04-00-000A4 ¢ � - MAHON, DANIEL RA/NES, ALBERTALLEN OR SHARONF TOP=4938 I m v_ ROAD TO BE ZONING: R-6 M ASHBYORJAN OR BETTY TMP56A2-02-OB-02500 STRUCTURE) o IMPROVED DB.3357 PG 512 w - v I 0 Fo , - ,�J EXISTING AL m SIEI ERS M TMP56A2-02 bB-02300 ZONING' R-2 CENTER of Q �y -� TMP56A2 02-03 02100 ZONING: R-2 D8.4372, PG.373 a mvp 0 M --\ BASKETBALLIC p u�j O TOMS, KENT - nv, -_ - 0 1.5 x 05 cONC, Vy _ 'TO BE REMOVEDLIJZ I r- IAN, THOMAS ZONING: R-2 DB.,3268, PG.559 ser I I ENDwALL v` ZONING \ i �� 358.46' - � ) N A2-02-OB 01700 - DB 1862, PG.101 n - , p /� � i V ZONING: R 2 - - - - - - ONING: R2 D6.3515, PG.313 - - - -`- PORTION OF ASPHALT > ) 2976, PG.035 S 75-10'44"E400.25 I o _ T Mon. _ PATHWAY TO BE - li �4 494 ,/� a \� 1 ` " ❑ X Z Z M to Found RELOCATED N - o O J Ow _ I TO DEMOLISHED _� --- - sssiDE rAao s�eAcx Lwe __ __ - TOP 4914' -- S P u I H LU U 0 lNV. 1N=484.3'(4„PVC) __ Ln SA�M1+SHIE TIER �� r� y Z !� LLJ /NV 1N=4842' 8"PVC1 D ¢ INV. OUT=484.1' 1, - ---t CONC DECK - - '� � � � I Z f \ O PORTION OBE - - c1` \ cAo ° �MLij GUTERSOCK, �� ' EXISTING SAW. SWR TO DRAIN. TYR. �, -� �/ �. Z li j ' ��RELOCATED ,! PICNIC SHELTER W DEBORAHR�& �� I AARONARTHUR TO BE REMOVED X /RVINEMILLER EXISTING TREES �� �5 sw ' o TMP56A2-02-OB-01800 TO BE REMOVED �� �' a WITH PHASE II tj -- d ZONING: R-2 (TYPICAL) EXISTI GN EXISTING POOL TO YARD D RAIN sAN y DB.5147, PG.470 SANITARY SEW REMAIN C.0. l _(YD), TY i SA lz/ LINES TO BE �.o�� - .,, a o�'o x 0 5 R�I CONC EMO EXISTING MANAGED YARD s ' TOP-48zO' C:O. y - DRAIN SLOPES TO REMAIN X A.0 SA. 20' i.... O c I� SEWER EASEMENT _ INV. =4 OUT.0' - (TYP.) INV. DUT-480.0' EASEMEINTTO I �----- ---- --- -- - D.B. 925, PG. 585 BE REMOVED �- �UL EXISTING NAGED I ;� - z SLOPES TO MAINX- EXIS ING 50' WPO - v8 TOT YD '- - _ _. - - - _ - - - ��'-���<- ._4g6b/ L. 47E /BUFFER 5 POOL EXISTING COMMUNITY 4&8 o N CENTER TO BE i I I I - �PAurLlo D MOLISHED - - 4TA - / i TREF$� \ I y, \\\ W - 4s� ..... - - BRUSH � � \ LU / C7 _ -_ - - - - - 484 M AND EXISTING CURBING Y - 486 -- RBIN 1 -n ;� ..- PAVILION PAV/LION �\ _ '•� _� FFE=497.75 FFE=494.02' -.- I� 488 + PAVEMENT, SIDEWALK i Al DUMPST �R TO EXISTING , 0 1 esun H BATHHOUSE -_ REMOVED WITHIN T IS �W F / 1 ---I I TOP=488.7' , r w �I `.J i AREA < DEMOLISHED �' INV. 1N=478.8'(B" CJ -- _ - i'��! i yy I I INV. IN=4827' DIP, DROP MHJ -�-,� - �_ 7 Z INV. 1N=47 '(8'DIP, DROPMH) - - l INV. o i W -- --- W _-. ..._ W. W Iron r.,lr - . - 0"Ei9b27, _. .`° Set �� i Q S70°082_ EXISTING WET POND TO REMAIN ��, 3 3rJ(l�� / EXISTING BLDG a N / I sEPr/c FANH T BF R MQVE Q � z I TMP56A2-01-72 EXISTING E\ L w EX TING SEPT C I,/ PARCEL Al J J / Z CLAUDIUSCROZET Cr)TAN TO BE REM VED LO TO o R PARK, INC. 0 a I I D.B. 343 380 ' � ESIDENCE D.B. 1536-410 (PLAT) - �',` _ �---. Eia -�- _ TMP56A2-01-72A __ \ „ W W R PARCEL B _ 10.731 ACRES �� , � 1 - x m � I ESTING TREE EXISTING C.'LAUD/US CHEF Y, KEIT OR ZONING: RA -RURAL AREA EX ST NG ENTRANCE CROZET A Y ON T(Y CAMOVED ROAD O REMAIN ND ENT PARK INC. D.B. 343380 0 � J TMP5 A - 2-OC-00900 1 FxB TO D.B. 153343-3(PLAT) CSAQ z ZONING: R-2 POND WATERLINE 11.665ACRES ~ Q DB.4057, PG.316 EXISTING CURBING, ZONING: RA - RURAL AREA - - X- Q `.J In WATER ELEVATlON=480.9' I PAVEMENT, AND I - �..� - S _ - � 20' � � �. �.. � � v SIDEWALK TO BE �I r o I � -' X X X C.i � Z S S 1 I TOP=4B .a' �� - REMOVED WITHIN - 0 I i ✓� / lNV /N xf76.5'(FROMNJ EXISTING BIO ILTERS � THIS AREA / � CONSTRUCTE WITH M �' X`I - INV, OU)7=4.5'(FROM WJ _ EXISTING WP02015-00 89TO _- --- o lNV DUI=476.4' Y _ - - p I BE REMOVED ITHTHE �u A.CSA2' WATER Q _ I U STEM T AI PROPOSED EXP NSION ° Fa D.B.3440, o Lij SYSTEM TO B ca . 3440. G. i X _I i - D.B. 3084 PG. S46 REMOVED c� , c _ i � m Cl) V v A XISTING ioo WPO � � Q Ul BUFFER j WHITE, REBECCA OR - 1, 490 z W - 488 EXISTING PARK 490� Of W TMP ZONING: 200 To 48 .5� � ` _ _ _ ENTRANCE ROAD V) ZONING R-2 - - - - \ 48s KARL POMEROY N � x INV, N-4,74.8 --- o- '�` � - -- � EXISTING PRES�R D c GRASS � W OB.3879, PG.276, /Nv =474.s 84 _ - SLOPESTORE AIN rX x s - - - T5'FRONT VAFD SETeACN[/NE N �' J x / II 1 II \ a v TOP 44 EXISTING SECONDARY �- _iNv/y ss' r �� \_ v� ACCESS TO PARK Posts - on /NV. OU7=466.4' -1 59.02' ----- ---' IV6702556,W __ ---- _ ---- _ _ _ _ '- _� _____ _____So.r-"� BED �,- - --- I ei I .. - SIGN i MARTIN, ROBERT L /l/ OR PAULA K U) o TMP5600-00-00-045A4 ASPH PgRK RDAD ZONING: R 2 STONYPOINT DES/GN/BUILD LLC Ref (STATEROUTE D DB.O, PG.O TMP5600-00-00-045A2 GRAPHIC SCALE / ASPH ZONING. R 2 I � p -'' SYPOINTDES/GN/LLCD65126, PG a° o o ao ao 180 ASPH. TMP560000-00-00100 TONYPOINTDES/GN/BUILDLLC ZONING: R 2 TMP56DO-00-00-00200 DB.4951, PG.170 ZONING: R 2 ( IN FEET) D8.4951, PG.170 1 inch = 40 ft. x x / (j) �- �FpONT YARD SET6ACNLlN- aY' O Q I - x _ Q --- J J LU F X- X DeE X ^ LU % 1, 0 LU X ---DCLV O� i, . d o WOODEN FEN - cE - N 67'25'S6" W532.0 I'h X ��` 106 No. / HILDERBRAND, 1 142103 tro MATTHEW & S me at - JOHNSO SCALE a EL a Aaa mTMP5600-00-0 1 °=40' ASPH ASPH raa,' ZONING: R ALTERCLARENCEOR DRIVE R E 486 DB.4973, P6 SHEET NO. JOYCES TEL GR4 VEL 7 D0-00 00 00400 YON, PEGGYJ, TR STEE PE R/VE i L 5 d C N UNE -- EXISTING GRASS AREA EXISTING PICNIC _ Q MATCHLINE- SEE SHEET 4 AROUND POOL DECK SID�> sO SETBA6 i -- p OP Q Q �6 • .. • ' ' REMAINR T �G1' -- r I I /_ _ _ • ;, .• ,� �SCOTT R. COLLINS,?' w� sp L) Lic. No. 035791,a uu £ zy' DRIVE 4. a mn r EXISTING&ASPHALT EXISTING TREES AND 3' 'n,x,,,,m ,3,�" PROPOSED POOL EXISTING AISLE r0 tt' LANDSCAPING BUFFER �"""'+^ - SHELTER TO BE PROPOSED 6' PERIMETERTRAIL EXPANSION CONCRETE SIDEWALK S'IOnreT. EGGS REMOVED WITH \. UNDISTURBED " , " BLDG FOOTPRINT=1z,600 'PHASE II.� OVERALL AREA = 12,600 SF EXISTING POOL i Q AND CONCRETE wa„. +.r I PRO OSED PROPOSED a DECK PROPOSED VDO STD. CG-6 �.. a VDOT STD. CG-z C J •^ e ROPOSEDASP HALT PARKING LOT r`r / / I� /I\xr Y • '� TOTAL=38SPACES C J PROPOSEDS'PRIMITIVE( PROPOSED,SWM, I ' ( ) m c STONE DUSTTRAIL I / i8' MIN. zy' DRIVE i8' MIN. Z AROUNDPOND FACILITY � I ADDITIONAL LANDSCAPING PROPOSED WITHIN THE STREAM BUFFER AREA FOR I RESTORATION OF THE (T.) AISLE EXI TING FENCE O YP xx 1 I TO REMAIN Y/ a ` d U) tL F W LU C] P OPOSED �9 le o Z a F O_ J u H < NCRETE POOLw Lw c A ION _ EXISTING POLE&LIGHT uu F BUFFER - _ \ R TO BE RELOCATED ^ Q. Lj BEHIND SIDEWALK EXISTING > I BLDG FOOTPRIN = 4 000 SF PAVILION OVERALL AREA CIO SF PROPOSED POOL W ' ENTRANCE PROPOSED8' bEXI ROPOSED6' 3 CONCRETE S STI G POLE & Q Q ) I CO CRETESIDEWALK FLUSH WITH LIGHTS O C REMAI (TYP.) ITH PA C ++ FLUS W VEMENT C u -- — o 8 8 8 - .8 z �� GO EXISTING EXISTING o �� �� - 0 L� 3 >5 =s4� PAVILION PAVILION € _ .'-• "�w CONCRETE SIDEWALK I w N aG EXISTING ISLAND Q Q I I ROPOSED STRIP] O �- ry TO REMAIN (TYP.) FOR PEDESTRIAN 0 _ -- EIE]R - - CROSSING EXISTING ASPHALT PARKING LOT R EXISTING POLE & EXISTING POLE & TOTAL =y6 SPACES 0 LIGHT TO BE LIGHTS TO RELOCATED INTO 6 REMAIN(TY (TYP) _. N EXISTING PARKING L' T �" it i m TO ISTING PAVEMEN 0 16' o '" EXISTING LE&LGHT w, IN O -�' 8 = m ^ - OTAL PROPOSED 8' 34 PROPOS - I - ' TO BE RELOCATED - / I..L - - I F _ PROPOSED GRASS ; BEHIND SIDEWALK L'J CONCRETE SIDEWALK ce) TMP 56A2 01 72 �, � ,,,.,, RECREATION AREA PARCEL 'Al" PROPOSED fi' " `� iz' l CLAUD/USCROZET I / CONCRETE SIDEWALK z6'DRIVE 16'MIN. a RIVE i . 1 z 'DRIVE _ - ,`� PARK, INC.AISLE 16' MIN. AI LE (TYP.) (TYP.) AISLE (TYP.) -o Uj D.B. 343-380 � B. 15 3 -ACRES <. .} e a TMP 56A2-01-72A U - � D.B.1536-410[PLAT) I �,u� .�. � �� I PARCEL B1 " z CLAUD/US CROZET m Z n � ro F �3 R PARK INC. O ^uu c€ _ __ �') a•. aw t o5 O \,—ASPHALTOPOSED 6' AY N D.B. 343-380PROPO U VDOTSED w CG-z > w ? w D.B. 1536,410 (PLAT) ' PROPOSED RASS w N ISLAN Q 11.665ACRES W CN H Cy1 N' O ©z B MI PROPOSED +DU�SR P.) L_ w� PADEXISTING POND WITH iz'xzoCONk6 5^C/ _ PR POSED \ L.L ( 3 Z m VD T STD. CG-z ROPOSED ASPHALT�� _ _J I I ,,�`` _ zy' DRIVE t ING LOT o 'w^ + TOTAL= SPACES EXISTING GRASS U) AISLE „ 34 EXISTING TREES _I ry j w ROPOSED ASPH LTV zR h ® TO REMAIN PLAYF ELIDE / / PR D z' PARKING yy, � PROPOSED � PARKING LOT Q Q GR S OVERHANG (TYP.) VDOT STD. CG-6 ¢ TOTAL=9i SPAC S w ~ J Iy L O J I 5� ?'P •� �' J Q i— iv + z 'D IVE i8'MIN. i8'MIN. z DRIVE iAIS E (TYP.) (TYP.) AISLEQ U i 2 W Z EXISTING I'. STING R Q — _ I a a - I _ OVERHEAD � �,/ / O Y .� - , _ ..• W U + s + 1za POWERLINETO - ' � 0 REMAIN / --\\ 1 w T V I PROPOSED GRAVEL . ILL! ,.'.. ' OVERFLOW PARKING LOT F. w • �. _ _ _ 00 TOTAL=yz SPACES _ Q �.�/ 1 EXISTING EDGE / L.L '\ I I I ..1� I 1 1 t L- I I I I I 6� P :�� z, OFPAVEMENT � Q 1 I. I -'�' (D I= \ LJ w LL J LLI T' 3 4J LLI i _ C> U '\ \ rsFRoi✓rrgaaseragcKUNE NOTE: A LEFTTURN LAN E WAR RANT ANALYS IS AN D R IG HT - � TURN LANE TAPER ANALYSIS SHALL BE COMPLETED WITH N i EXISTING EDGE - THE FINAL SITE PLAN TO DETERMINE IF ANY U) \ o�.�/ OFPAVEMENT - - \ � IMPROVEMENTS TO THE ENTRANCE ARE REQUIRED FOR - � \ - - THE RECREATION FACILITY EXPANSION. - I,~_ L.L \ EXISTING 6' ASPHALT EXISTING LLI 1 \ 1 PERIMETERTRAIL EXISTING SECONDARY U LIMITS OF ENTRANCETO EXISTING ENTRANCE TO +�5'FaoNryA • ROSETBgCHL/NE PROPERTY CROZETPARK CROZETPARK +. ;? Q ----- Iron _ Found, I oy — -- -�---- --- F PROPOSED8'ASPHALT I \\ MULTI -USE TRAIL EXTENSION FROM EXISTING ASPHALT O PROPERTY LINE MARTIN, ROBERT L /// OR PAULA K TMP560900-00-045A4 ZONING: R 2 DR 0, PG.0 STONYPOINT DES/GN/BU/LD LLC TMP5600-00-00-045A2 ZONING.• R-2 DB.5126, PG.635 ----------------------------------- GRAPH ( IN FEET ) I inch = 30 ft. STONYPOINT DESIGN/BUILD LLC TMP56DO-00-00-00100 ZONING: R-2 D6.4951, PG.170 (STATEROUTE1204) VAR. W/DTH PUBLIC R/W STONYPO/NTDESIGN/BU/LD LL TMP56DO-00-00-00200 ZONING R 2 DB.4951, PG 170 i,625' TO NEAREST INTERSECTION —'I I C:) 1--I p >G N Q U J� --- x U X X LU a W a In x—"—'—x - JOB NO. 142103 o SCALE PROPOSEDB'ASPHALT MULTI -USE TRAIL EXTENSION FROM EXISTING 1 "=30' ASPHALT PATHWAY TO PROPERTY LINE. SEE H3�FOREXTENSION OWY LINE. SHEET NO. 3 NOTE: THE PROPOSED ENTRANCE AT HILLTOP STREEI HALL CONFORM TO VDOT STANDARDS, INCLUDING TI- INTERSECTION DESIGN AND SIGHT DISTANCE QUIREMENTS. THE DESIGN OFTHE INTERSECTION SHI BE FINALIZED WITH THE SITE PLAN. SIGHT DISTANCE \SEMENTS OR A MODIFIED ENTRANCE MAY BE REQUIR TO MEET VDOT REQUIREMENTS FOR THE ENTRANCE. (STATE ROUTE 691) 28o' SIGHT DISTANCE 40' PUBLIC R W MAHON, DANIEL ASHBYOR I JAN SIEVERS M 7MP56A2-02-08-02100 I ZONING.- R-2 DB.1862, PG.101 I 1-1 RAINES, ALBERTALLEN OR BETTY TMP56A2-02-OB-02300 ZONING.- R-2 DB.3268, PG.559 EXISTING 6' ASPHALT PERIMETER TRAIL 11 EXISTING TREES AND LANDSCAPING BUFFER TO REMAIN UNDISTURBED JPARKE O RETE G LLTOP IN IDEWALK K E RANCE.T E RANo LIMITS OF 1 PROPOSED MILL/OVERLAY STING TREES AND DSCAPING BUFFER _ TO REMAIN UNDISTURBED JOHNSON, SHAWN W OR SHARON F 7MP56A2-02-OB-02500 ZONING. R-2 D6.4372, PG.373 NOTE: NOTES: 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED TH OFF AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION ENGINEER OF ANY DISCREPANCIES. ✓ 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA SCOTT R. COLLINS,?'THE REPRESENTS ONE PROPOSED PARKING SPACE 3. 1D . NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE C-) Lid. No. 035791,a VIRGINIA CHAPTER OF THE AMERICAN SOCIETY LANDSCAPE ARCHITECTS, OR THE ROAD 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". 4 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85 000 LES. AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. � E r o � 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES - oNAL E Z w MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST z TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE EXTENT POSSIBLE. w PLANT. 7. CURB RADII SHOWN, REPRESENTED WITH AN 'R', DIMENSION THE FACE OF CURB. Z 8. ANY RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING E, z PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR g ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES THE WALLS SYSTEM. a 9. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS o General Construction Notes SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL o PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL 1. Prior to any construction within any existing public right-of-way, including connection to REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. o any existing road, a permit shall be obtained from the Virginia Department of 10. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE CROZET PARK. NO Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE E Co the permit. Where any discrepancies occur the requirements of the permit shall govern. FOR MAINTAINING THE TRAVELWAYS ON THE PROPERTY. 2: U) Uj 2. 2. All materials and construction methods shall conform to current specifications and 11. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE z Co 0 N standards of VDOT unless otherwise noted. AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE o m z 3. 3. Erosion and siltation control measures shall be provided in accordance with the DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. rrww a o approved erosion control plan and shall be installed prior to any clearing, grading or other 12. CONCESSIONS FOR THE CROZET PARK WILL BE PROVIDED AT THE PEACHTREE CONCESSION V/ v construction. STAND AND AT THE CROZET POOL CONCESSION AREA. Z w w °- w 4. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 13. THE COMMUNITY CENTER USE WILL BE SUBJECT TO THE SUPPLEMENTAL REGULATIONS FOUND 7 u"'i o 5. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, IN 18-5.1.04 OF THE ZONING ORDINANCE, AND THE SWIMMING, TENNIS, AND GOLF CLUBS ® zo � ow s lesser slopes of 3:1 or better are to be achieved. USE WILL BE SUBJECT TO THE SUPPLEMENTAL REGULATIONS FOUND IN 18-5.1.16 OF THE H U) < a 3 6. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of ZONING ORDINANCE. w LU o 0 the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage 14. PORTIONS OF THE EXISTING PERIMETER TRAIL SHALL BE REPAIRED IN ORDER TO CORRECT m to o channel. DEFICIENCIES IN THE TRAILWAY INSTALLATION. z Uj 7. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic 15. A PRIMITIVE/STONE DUST WALKING PATH IS PROPOSED AROUND THE EXISTING POND. > � g o Control Devices. Z p 8. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. W u 9. 9. All excavation for underground pipe installation must comply with OSHA Standards for SITE PLAN NOTES: N the Construction Industry (29 CFR Part 1926). 1. SEE SHEET 1 AND 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. o o 2. TRASH SHALL BE STORED & COLLECTED IN THE DUMPSTER CONTAINER, SHOWN ON SHEET 3. b 3. ALL BUILDINGS (EXISTING AND PROPOSED STRUCTURES) WILL HAVE A SLAB ON GRADE FOUNDATION. a 4. CONTRACTOR SHALL RELOCATE UNDERGROUND AND OVERHEAD UTILITIES AND/OR LIGHT POLES AS Lu o UTILITY NOTES: NECESSARY. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIRED LOCATIONS. w o i. A MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE S. CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT TRAIL DAMAGED FROM THE o a PROVIDED. PROPOSED CONSTRUCTION. o a 2. A MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L AND S/L. 6. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET 3. A MINIMUM OF i.S' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. STANDARD SIGN GUIDELINES REGARDING SIZE, SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND o 4. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE THE OVERALL BUILDING. o o DEDICATED FOR PUBLIC USE. r r 2 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER o ti PRIOR TO CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED 00 ° ACCESSES. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF o THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. o 6. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG ATTHE LOCATION OFTHE EXISTING UTILITIES m TO CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE _ ACHIEVED. o C 7. A KEY BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT 7 THE FIRE MARSHALL's OFFICE TO DETERMINE THE LOCATION. Z a PROPOSED&A HALT \ PROPOSED8'ASPHAL \ TRAILWAY \ MULTI -USE PATHWA EXTENSION FROM HIL j TOPSTREETTOTHE T'1+ OPOSEDSTR EXISTING ASPHALT =�° 16 "'� REES AND PROPOSED PATHWAYALONG e'v S SCR E INGIBUFFER E R Li LANDSCA G ON THE G-z ENTRANCE AD O Q R-6 PRO RTY P POSED MODIFICATIONSTO \ PROPOSE AR. HT. \� EXISTING EMERGENCY ACCESS ROAD BLACK VINYL CH -LINK - - 3 FENCE TO BE INS TALL CLAUDIUS CROZET PARK INC II ROUND COURTS _ 7MP56A2.04-00-000A4 >LE I ZONING: R-6 e^d RIVE _ DB.3357, PG.512 £i INDIGO ROAD _ (STATEROUTE1233) B 40'PUBuci?v 1 PROPOSED &ASPHALT TRAILWAY X X X mQ a N7- CONCRETE 35 R� PROPOSEDT j ROPOS KETBA SIDEWALK XIS OU ENNS OUR S x y so' DRIVE 18' MIN. X X PROPOSED 2'PARKING ° AISLE IGRASS OVERHANG (TYP PRO OSE�'�l _ 17. .�7 dR C 6 io / :PROPOSED PROPOSED j w PROPOSEDASPHALTf CG-9D CONC. AMP (TYP.) o = / PARKING LOT --- "� a TOTAL =,. /. SPACES Iron Set P 10' gOR PRO OSE 14 Y -- PROPOSED ACCESS TO PROPOSED U ASPHALT SWIM FACILITY 0- TRAILWAY .. ''.•'. •,: ... ,_- - ' / - - -` EXISTING- GRASS AREA AROUND EXISTING PICNIC IC SHELTER TO Q POOL DECK REMAIN I 26 ,. k" �`£ PROPOSED POOL EXISTING PICNIC EXPANSION SHELTER TO BE PROPOSED 6' •„„,. REMOVEDWITH CONCRETE SIDEWALK �€ BLDG FOOTPRINT=12,600 PHASE II OVERALL AREA=12,600 SF EXISTING POOL AND CONCRETE DECK PROPOSED `4F LANDSCAPING BUFFER AREA EXISTING 6' PERIMETER PROPOSED SWIM FACILITY I PROPOSED VDOT STD. CG-z PROPOSED ASPHo PARKING LOT • TOTAL=38 SPAC i I I� I I AL I I W 2 J U h z a N I. u I PRO IOSED VDO T STD. CG-6 MA HLINE- SEE SHEET 3 Vj M M n 6 U ° - - Z(yj N � o M w U r 3 LOT 1 �y z 0 � L1 a 0 N C:)o U > N H a I ' o LL_ 0 o w w o - - Z _j y vJ / ) o ® W Z n Q vr\ J o �� L9J r Q 1 ^�^ \ I L gFENCE = U LLJ U LU U Il Z ° V) O W Y U o Ul < 0 F-- 0- z Z LU NN w w _Z Of LU z '^ - W N w N o U > > J0 v ®C) N U Q riU J F LU w E a L a JOB NO. 142103 GRAPHIC SCALE SCALE 30 b, 1 1 1 "=30' o SHEET NO, o ( FEET) 1 in h = 30 ft 4 °� I MP56A2-04-00-00044 ZONING: R-6 M DB.335_7 PG-51�? I. RI d _ _ /NDIGagOAD / - --- 46 (STATEROU7$123 _PUBL/CR/ � 3 n 1 - / \ — " LATER OF � El Fo n. i I 48B 4 A �E • • - - Mon. r f �; A.CSA. 20 4UlCKSTA7?i— " i , o ' dx I t ` !, N 35'fiq YAP05��CHUNf • H� TENNIS (STATE ROUTE 691) M _ nn ` I I �11 • S -C 1 I D.B. 344NTP 1 c \� I -f- / - - M TO WAnER EASEMENT \ I • } � j\A\C j� � I D.B. 30 4P 1 - ASPHALT COURTS j_ - \—�- - 4-40'PUBLICR - - TO HEA.CSA. \ - COCA UIfETBA/1 - / - I r _ i' / -486. GOJR:S PROPOSED DRAINAGE II ` _ 484 ARFODRP OLDECKpUTFARAINSPROPOS V _:I o FIRE HYD NT I , � % \ PROPOSED SWIM I I li � MAHON, DAN/EL RAINES, ALBERTALLEN I OR SHARON F TOP=4938 0 I m I 8" D.. WA ERLIE v FACILITY I J CLAUD/US CROZET I JOHNSON, SHAWN W x PR POs D RE CAT ON I PARK /NC I ` ASHBYORJAN OR BETTY TM056A2 02 OB I I � � �' TH 0pk SCOTT R. COLLINS- Lic. No. 035791 ,a I I I 02500INV 485.0 3 I MP56A2-04-00-0OOA4 TMP SEVERS M TMP56A2-0B-02300 ZONING.- R-2 (CENTER of L v9 Fab W 3 ZONING: R-6 STRUCTURE I 56A2-02-OB-02100 ZONING: R-2 DB.4372, PG.373 - ° a OB.3357 PG-512 L TOMS, KENT Iron r /w - -. -w -. -w -w -w \ o M n. ADAJ/AN, THOMAS ZONING: R2 DB.3268, PG.. Se �q 11 o ri Co c TMPSZONINGOR-21900 - - ---- \k \ p / - _ o In L �- - TMP56A2 02-OB 01700 _OB.862, PG101 - \. ; \ N - < DB.2976, PG.035 Mon. DB,3515, PG.313 \\.., �n \ RAI E c 3 - - - _ - a � ZONING: R-2 I cues cuA E (T — D P) � I 4: -' \ POSED Found --wA _ UTILITY S a N U W 0 � b 5. PROPOSED xo W C METER'. \ iTV EASEMEN d, I -- _ Z — — / O — I p$ PICNIC SIDE YARD SETPACHLINE — --- / w — --- — SHELTER s I 0 .. C ------ A.OS.A. 20 I x wLU DICK f I q EA � SEMENT .. / U) h 1 / l L. p J �4-- S • D.B. 344 146 IY PROPOSED SANIA 1 �I I D.B. 3 Q u ENGUTERBOCK, SEWER MANHOLAZ DEBORAH R & NEW BSANITARY SEWER FOR RELOCATION OF / / I I W C I SEWERFORINGA5EII AARONARTHUR /RV/NEMILLER TMP56A2-02-OB--01800 / /E e a I F ZONING: R 2 / / s // _ LATE A I x/ D3.5147, PG470 / \ r POOL FACILITY I I/ o X x 0 i I a c LOT / AN510N A $AA. 20' / �Ol 7� 0 PRb POSED SWM - I- I A r / SEWER EASEMENT � � FACILITY = I 1D \ I D.B. 925, PG. 585 N j =4 .0' EXISTING ALBEMARLE COUNTY noo' WPO BUFFE �' I I O I / \ I / / h / I / f o 0 00 TOT I I I-___ --_...__- ---'_.__ t \ ' ��q8 EXISTING go' WPO BUFFER / R\ V AT I — _ ANEED /. / BRUSH � • •' / S I 0 \ I Pq VIC ON ' f i `- \ F I } 149, 0 480 484 _ ___ _ a� _ 1 N • . j - PA PAVILION / \� _ _ _ - �- 48G s , r FFE=494.02'' \ / FFE=49Z75 �- 1 1 — / I I D I -s eu K/� J c4c;ti cE. 488 -- / a �4 00 t csw l M / \ RECREATION CENTER v o 1 (NE TOP 488.7 _ INV, 1N=478.8,(8" _ I - \ V A 7 : !� X TOTLOT ui INr V. -4827'( Dl . MHJ I I .� -: '. \�� INV. 1N-47 T (P ROP MHl \ I \ M ( 1 3 a INV. OU. I i EXISTING CAI,' I PARKING LOT > p N O U o I 04 z I I \ \ I CN EXISTING _ - I --I Q PARKING LOT m M nn nn _ m M T- M f M na M M b _j TMP 56A2-01-72 - - - CLAUD/US CROZET i - ,. PARCEL Al - 1 LLl -. J Q PARK, INC. r:: �1 J y D.B. 343-380 , _- - ¢ 7 ES/DENCE I j D. 1536-410(PLAT) PROPOSE 'RCP -:fC4L I ( L C TMP 56A2 01-72A Z \\ CULVERTF RACCE55 _ PAR / w PARCEL " 1" B \ I 10.731 ACRES ovER rH s ALE Ls � -y' Lu > - x - CHEE Y, KE/T OR I m 1 I ZONING-' RA - RURAL AREA KING LOT EXP ION / - D.B. 343CLAUD/US CROZET ,�' � Q n PARK, INC. \ W Y ON I TMPS A - 2-OG00900 t 380 0 z i Ex. s^ACSA D.B. 1536-410 (PLAT) a ZONING: R 2 POND - - WA FRUNE 11- 665ACRES L9Q _j Q O OB.4057, PG.316 I A I w ZONING: RA - RURAL AREA _ J Q r _- - Z i WATER ELEVATION = 480.9' A I •£ - <I c X_X—X X--X_ Q Q 2 � \ ,_, I I I I x. �, \ U 76.5' (FROM N) \ S ;,. ,t. .i �I -r � i INV I TOP 48 . Iui INV IN-� 4476. 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Q�7 04 t ASPH a� A ^ _ten. i Se I -I _ :b SIGN MEN III III III IIIIIIIIIIIIIIIIIII I III,,- _ _ X —_ X — x _ X _ _ _/NV=4894' T/L/TYDING I I DRIVE/� a !E - BOARD — X _ ,/-�. x / _ - — - WOODEN FENCE i -- x Lu ~' E r- - --_ w _ MARTIN, ROBERT L NOR PAULA K � � � � _ _ _ _ TMP5600-00-00-045A4 -- ASPH. _ j" PARKROAD w w w �- w w — w -_ -- „ 0 = o x % � ZONING:R-2 n STONYPO/NTDESIGN/BU/LDLLC (STATEROLIrE1204) I w -_— w w T w _ —_ HILDERBR ' 4 W/OTH P OR 0, PG.0 TMP5600-00-00-045A2 VAR. 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