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HomeMy WebLinkAboutSP202000016 Application 2021-09-10CLAUDIUS CROZET PARK GENERAL NOTES OWNER/DEVELOPER: CLAUDIUS CROZET PARK, INC. BOX 171 CROZET, VA 22932 SPECIAL ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 56A2-01-72 (RA), 56A2-01-72A (RA), & 56A2-04-0A4(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. NOTE, THE PROPERTY SUBJECT TO TWO SPECIAL EXCEPTIONS APPROVED BY THE BOS IN ASSOCIATION WITH SDP2018-00077 AND THESE SPECIAL EXCEPTIONS ARE NOT BEING MODIFIED WITH THIS APPLICATION. PROFFERS: SEE ALBEMARLE COUNTY PLANNING DEPARTMENT LETTER FOR APPROVED SPECIAL USE PERMIT SP-95-43. PROJECT AREA: 0.41 AC 56A2-04-0A4 10.73 AC. 56A2-01-72 11.67 AC. 65.42-01-72A 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 ELEVATI0N=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 MEETING ROOM. (INCLUDES THE REMOVAL OF THE EXISTING COMMUNITY CENTI BUILDING AND POOL BATHOUSE). PHASE l — 34,200 +/— GSF (INC. 20,250 EXERCISE AREA & 1,620 MEETING ROOM) PHASE H — 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 THIRD ACCESS FROM INDIGO ROAD. 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 Wl1 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 LARGES SHIFT FOR THE PROPOSED RECREATION CENTER. BUILDING SEPARATION: BUILDING SEPARATION SHALL BE IN ACCORDANCE WITH CURRENT BUILDING CODES AND F/,5 SAFETY REQUIREMENTS. PARKING REQUIRED: TRASH COLLECTION 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 @ 1/125 SF 39 SPACES DOG PARK 1 DOG PARK AREA 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 @ 1 SPACE/75 SF 64 SPACES COMMUNITY BUILDING (DELETED WITH THIS PROJECT) (46 SPACES (REMOVED)) RECREATION CENTER MEETING ROOM 20,250 SF @ 1 SPACE/125 SF 1,620 SF @ 1 SPACE/75 SF 162 SPACES 22 SPACES TOTAL PARKING REQUIRED = 3BO SPACES 10% 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. FINAL PARKING ANALYSIS AND PARKING STUDY SHALL BE PROVIDED WITH THE FINAL SITE PLAN TO ENSURE ADEQUATE PARKING FOR PHASE l AND PHASE /L A DUMPSTER IS PROPOSED ONSITE, THE DUMPSTER SHALL HAVE A WOODEN ENCLOSURE USE PERMIT (SP2020=00016) DEVELOPMENT CONCEPT PLAN i WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA Ii .p H�I C DIUS CRO RK \ 1 / P56A2-04- _ ZON/N R6 \ -.-3_357- 2 I I RAINES B T II I AL LE 0 TOMS HE MAHON, DAN/EL TMP56A2-031 I ADAIIAN, FiNP56A2-02 B-019 SHBYORJAN I ZONING: R-2 JOHNSON, SHAWA THOMAS ZON/N : R-2 S/EVERSM DB.3268, PG559 W NSON' SAW �MPS6A2-02-0B 17 RONF DR., 3 5, P-02-08-02100 MP56A2-02-0B-02L ZONING R- O ZON/N6R-2 OB.2976, i DB.1862, 101 DB 4372 PG035 S75 10'4 "E'40025 --- /. I GUTERBOC , DEORH & - ARTHUR.' ZONING R-2 OB.405 I PG316 I REBECCA 1 OOLL:Naum O \, \ El _ REORFAno MR aY1a a a a 1 ' 7 70 _ I / P56A2-01-72 I PARCEL 'Al'- I I CLAUD/US CROZET I I PARK, INC I D.B. 343-380 D.B.1536-410(PLAT) I v PaeNNG LOT Lp 10.731 ACRES I I EKPFNSION � of i I � MMRE reMPoRFRVGR OK I / VEFFlfFOR ' WNG PPG fLLLLLLLr� MARTIN, ROBERT L NOR PAULA K TMP5600-00-00-045A4 7 ZONING.' R-2 1 Da..a PG.O GRAPHIC SCALE ( IN FEET ) I inch = 100 fL. STONYPOINT DESIGN/BUILD LLC T14P5600-00-00-045A2 ZONING.• R2 OR 5126, PG635 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 FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB —SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK 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. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. STONYPO/NT )ESIGN/BU/LL LLC T6D0-0O-00-A ZONING.• R-2 Z4951, PG1 i ROAD STONY / / /LD LC TMP56DO 00-0000200 ZONING R-2 DB.4951, PG.170 USTING PARKING LOT I I � I --- II D�I Oq/LYSOUTH INVESTMENTS LLC TMP5600-00-00-05763 I ZONING. R-6 rti DB 5122, PG.723 TMP56A2-01-72A O PARCEL B1' CLAUD/US CROZET PARK, INC. D.B. 343-380 D.B. 1536410 (PLAT) 11.665ACRES �J WAITER ICE OR ES XOO-004 3. R-2 SHEET LAYOUT SCALE: 1" = 100' ZONING 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 SWIM FOR THE INCREASE IN IMPERVIOUS AREA. TLIFE O H/LDERBRAND, WILL/AM MATTHEW & tS � - 00 1 OD o ' SNEAD, WILL/AM I ITMP5600-00-00-05000 ZONING 3, PG.291 O WAYLAND PARK 1201 Crozet eet PARKSIDI I I04 VILLAGE Crozet Park& Pool 1204 PARK VIEW lzzo 2C0 R"nnKWnnn WHITE OAKS � t CORY FARMS Brownsville �� J t BROWN' VICINITY MAP SCALE: 1" = 2000' 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 70 rKic. H OF. COLLINSIZ. 0357911 FOXo J � z L m ` 0 (n _) f Z In W W a 0 z 0 LUC (n ' F O �..� U) ¢ < w V L W Ul F e / LLJ z Ce Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 OVERALL CONCEPTUAL SITE PLAN 4 CONCEPTUAL SITE PLAN 5 CONCEPTUAL SITE PLAN 6 CONCEPTUAL GRADING & DRAINAGE PLAN 7 PEDESTRIAN / BICYCLE / SIDEWALK FACILITIES MAP 7 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 BENCHMARK SIGN J� PROPOSED HANDICAP PARKING SPACE STRIPING zoo EXISTING CONTOUR 200 PROPOSED CONTOUR 506.71 Tc PROPOSED SPOT ELEVATION 506.21 EP TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX COUNTY DEFINED MANAGED STEEP SLOPES PRESERVED STEEP SLOPES TO BE IMPACTED PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE CJ `\ `\ `\ C4 C4 W N n Lo Lo 0 00 CD CD °D .� o 0 M M N co I N O LLIN N > Lli z J L1J Uri O Q f� U Lli Ul U) LU zLU Of U) JLU J C:) C__) N U 4z J U 0 Uj Uj V / J aw U LU 'Uj = V I li LU > O LL LU O U �I 0 Q i w J F U LU w w a- UU) JOB NO. 142103 SCALE 1 "=100' SHEET NO. 1 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES I u General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion P PP control plan and shall be installed prior to any clearing, grading or other construction. 4. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes ❑ of 3:1 or better are to be achieved. 6. 6. Paved rip -rap or stabilization mat lined ditch may be required when in the opinion of the Count P P Y 9 P Y Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. I € 7. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. 9. 9. All excavation for underground pipe installation must comply with OSHA Standards for the ❑ ❑ Construction Industry (29 CFR Part 1926). I I JOHNSON, SHAW/ W_MAHON, DAN/EL RAINES, ALBERTALLEN I OR SHAR:F ASHBYORJAN I OR BETTY TMP56A2-02-OB-02500 SEVERS TMP56A 0-0230 TM 2- N /AN, THOMAS TMP56A - A2-02-OB-01700 inn//nlc. 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O5.4951, PG.170 ZONING: R-2 O /S, ALTER CLARENCEOR E DB.4973, P ( IN FEET) DB.4951, PG.170 JOYCES LAYTON, PEGGYJTR STEE a TEL GRAVEL Z 1 inch = 40 ft. MP5 DO-00-00LOO400 P R/VE i AJ/AN, THOM, 6A2-02-OB-O. ZONING: R-2 :2976, PG,035 / r DEBORA R & AARONA HUR /RV/NE LER TMP56A2-O -01, ZONIN -2 D6,5147, .476 (:D DB,4057, PG316 TOMS, VENT 7MP56A2-02-OB-01900 ZONING: R-2 DB.3515, PG.313 WHITE, REBECCA OR K4RL POMEROY TMP56A2-02-OG0120 ZONING: R-2 DB,3879, PG276 I I 4y� 1;1 MAHON, DAN/EL ASHBYORJAN I SIEVERS ,,.. 2 S0 ZO 2 DB.1862, PG.101 I I I ❑ I JOHNSON, RAINES, ALBERTALLEN I OR SH, OR BETTY TMP56A2�0 TLiP56A B-0230 ZONIA ZC NING"' R2 B: D63268, PG.559 VN W )r n� \ STM �_ 670.29 / CLAUDIUS CROZ \ j�P 663 I 535 PARKING \ / j0, 663. I ? MP56A2-04-00-000 IZONING.' R-6 "'• 357 P � kosi GO ROAD \ (STATEROU 233J — I � IS 4O'Pueuc— ,r- h'F a � �I 11 —_ INS UI� ITI I I I I I I I/ � L —J L—————————— — — — — —— BpCKL/NE :. <a ,, 40* `., / I TMP 56A2-01-72 I % PARCEL 'Al" CLAUDIUS CROZET I PARK, INC. D.B. 343-380 S D.B, 1536-410 (PLAT) 10.731 ACRES I ZONING: RA - RURAL AREA I I � I I \ I I I f it i --�490AW µ� I — Oil -00 e ^ MARTIN, ROBERT L A/ OR PALILA K TMP5600-00-00-045A4 ZONING: R-2 STONYPOINTDESIGN/BUILDLLC DR..0, PG.0 TMP5600-00-00-045A2 ZONING: R 2 OR 5126, PG, 635 40 A � I PHASE (- PROPOSED RECREATION CENTER GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. j(�S,TK,(Q Gjayc•p;RA EXISTING PICNIC IREL1Np P$iOL'DECK. SHELTER TO REMAIN t p .•S. EXISTING POOL AND CONCRETE DECK EA p p•, x i POD 4RETE POOL M 4 MI0 =® POINT DES/GN/BU/LD FP56DO-00-00-00100 ZONING: R-2 DB.4951, PG170 I I I I I I I I I J / PARKROAD / (STATER�TE1204) VAR. WIDTHPUBLICR/W TONYPOINT DESIGN/BUILD TMP56DO 00-00-00200 ZONING: R 2 DB.4951, PG.170 \ SCOTT R. COLLINSZ \ U Lic. No. 035791,a \ \ IONAL — — \ z _4 2- I \ \ Lu — a ash — :` (D N s. 0 z p 484 — -- O :µ LL CLAUD/US CROZE \ a w < PARK/NC \ v I I P56A2-04-00-000 4 ¢ a r.Ca ZONING: R / 57P 2 w r = o y'e 0 G z LL o SEETHISSH — U)W z Lu Z o � o F z I - - U i z = o U — O O Q ¢ o �~//�� > W o 0 uu z m MW CO E Z Z o g Lu U ce Lu 0 0 ��\ I x' W \ \ 0 U) I p AA A N O Lu o� x W N LOCATI F � `A CONCE S AREA X EXISTING i � �Q 1 PAVILION j ° �\ - l 1 Z �48 J I REPOSED 6' CO'RETE SIDEWALK FLUS WF-H PAVEMENT - - — 4B4 N \ M M -- ens.. EXISTING EXISTING 50 �' ��' I sn. PAVILION PAVILION w o > W 04 N 16' > Z Q -- \ - w w : �S \\ J w v v v > w I" TMP 56A2-01-72A w U) PARCEL R" x J Q C,'GgUO/US CROZET =A PARK, INC. J AB. 343-380 O D.13 536-410 (PLAT) x Q CRES 11.665A :. a. r' ; .r. .'`'•:ca,>„±„>.•, .tea Q ~ ZONING: ` `"'''M V G: RA -RURAL AREA '� ` • � � W =' x x— 0 U Z EXISTING GRASS O / X 1 RECREAT 10 AL V PLAYFI :�'/ O J _w J Ln W yj w O ra i w Lu a9D� � W n } coN xPx J / w 0 _ U Xx / JQ� I i ( Q � )5'FgpNTYARO SE/BpgfUN- O Q N U ULu F _ — — — --- JOB NO. H/LDERBRAND, t 142103 $� _' a JOHNSO SCALE a Nay TMP5600-00-0 1 "=40' 486� �A ZONING" R SHEET NO. AL TER CLARENCE OR o A DB.497,% P JOYCE3S LgYTON, PEGGYJ, TR STEE J MP5 DO OC 00LOO400 ADDITIONAL LANDSCAPING PROPOSED WITHIN THE STREAM BUFFER AREA FOR RESTORATION OF THE BUFFER �' £ � € ,,""' � �,"� •�,�, � ..,� u — Q- -- is Fri ` � N OEM- €��" �p EXISTING PICNIC \ �SETBACKLINE o- EXISTING GRASS AREA q Q AROUND POOL DECK SHELTER TO REMAIN €rc„ 24'DRIVER I � w, AISLE @ .,+' EXISTING P EXISTING TREES AND M, G PICNIC �+nn^ EXISTING 6 ASPHALT � `ti LANDSCAPING BUFFER+"'""'+' * SHELTER TO BE PROPOSED 6' PERIMETER TRAIL TO REMAIN '""nl"�`� REMOVEDWITH CONCRETE SIDEWALK: UNDISTURBED PHASE II EXISTING POOL PROPOSED INDOOR POOL AND CONCRETE EXPANSION PRO OSED PROPOSEDw - DECK 7 VDO STD. CG-6 m MATCHLINE- SEE SHEET 5 LANDSCAPING BUFFER € PROPOSED AREA rt^VDOT STD. CG-z I ROPOSED ASPHALT PARKING LOT TOTAL=38SPACES I n PROPOSED S'PRIUSTT AIL Pf20PO ED-S,WMy 4' �B' Mw. zy' DRIVE z8' MIN. STONE DUST TRAIL I O I AROUNDPOND . 'EACILITI� .Y ' / ,. _ (TYPJ AISLE (TYPJ EXI TING FENCE TO REMAIN as \ I mF I P OPOSED 19 19 j `\ NCRETE POOL \ I PROPOSED RE R A ION EXISTING POLE&LIGHT \ TO BE RELOCATED CENTER I BEHIND SIDEWALK _ EXISTINGPAVILION PROPOSED POOL ENTRANCE 'P PROPOSED 8' ROPOSED 6' i CONCRETES EXISTI G POLE & 6 - I j CO CRETE SIDEWALK I I ' I I I ' �- •`' _.. - , ,.. •.. FLUSH WITH PAVEMENP LIGHTS REM AI O FLUS (TYP. ) WITH PAVEMENT C� C5 C5 C� io TY ' g 60 "' aq zSR a 'S PROPOSED 8' RAISED' CONCRETE SIDEWALK 6 L� C� eus 4EXISTING '- PAVILION \ I I w .._ n / \ 14 EXISTING ISLAND \ I ry TO REMAIN (TYP.) ROPOSED STRIN � FOR PEDESTRIAN CROSSING 71 e _ R EXISTING POLE &- EXISTING POLE & LIGHT TO BE _ LIGHTS TO II RELOCATED INTO REMAIN (TYP) EXISTING PAVILION EXISTING ASPHALT f PARKING LOT TOTAL =46 SPACES I PffH OFIl SCOTT R. COLLINS� Lic. No. 035791 ,� C an C c O uf) C z cn C U w Zed° w O w n O z 0 � u U) a f w U C ��H/� w V/ ce Ln Ln F J Q i F LU li F- cli N O ��i Ln 00 00 o 0 �� ❑❑ N Z _ I I EXISTING PARKING L T -"-- 31 TOR i6' 9 + O di EXISTING POLE & LIGHT E ISTNG PAVEMEN O = I µ £ TO BE RELOCATED I II ® O 01 AL=34 ' PROPOSED & TMP56A2-01-72 CONCRETE SIDEWALK % ('7 PARCEL Al PROPOSED 6' M CLAUD/US CROZET CONCRETE SIDEWALK z6DRIE i6'MIN. zRIEE a DRIVE TAISLEPARK INC. AISLE i6'MIN. AI (TYP.) (TYP.) D.B. 343-380 N W D. B- 1536410 (PLAT) i 10.731 ACRES 2 ~ O , PROPOSED w w. VDOT STD. CG-z > PROPOSED RASS Q I ISLAN Q PROPOSED DU4 [R �+ z a © (MIN. + EXISTING POND � € WITHiz'X20''DONCR& E �F zR PA PR POSED zy'DRIVE j VD T STD. CG-z-PROPOSEDING LOT \ I 1 _ AISLE + TOTAL=41SPACES _I ry / zR y II I PR D z' PARKING y PROPOSED F vJi �R� PARKINGLOT LTJ GR S OVERHANG (TYP.) \ VDOT STD. CG-6 Q TOTAL =gi SPAC S + a ' D IVE 18' MIN. 18' MIN. z 'DRIVE z I + i z7 AIS E (TYP.) (TYP.) AISLE I \ EDGE OF PAVEMENT + + w > w � J N \ \ 75'FR0NTYA1?9SE78gCHC/NE / EXISTING EDGE \ OFPAVEMENT 1\ EXISTING 6' ASPHALT EXISTING \ I PERIMETER TRAIL EXISTING SECONDARY _ LIMITS OF ENTRANCE TO - I �-- PROPERTY CROZET PARK Iron '� Found oyF \ PROPOSED SETRAI EXTENSION MULTI -USE TRAIL EXTENSION FROM EXISTING ASPHALT O PROPERTY LINE MARTIN, ROBERT L NOR PAULA K TMP5600-00-00-045A4 ZONING: R-2 DB.0, PG 0 STONYPO/NT DESIGN/BUILD LLC TMP5600-00-00-045A2 ZONING.• R-2 DB.5126, PG.635 G RAP HfC__S1 30 60 ( IN FEET ) I inch = 30 ft. STONYPOINT DES/GN/BUILD LLC TMP56DO-00-00-00100 ZONING: R-2 D6.4951, PG.170 I PARK ROAD (STATEROUTE1204) VAR. WIDTH PUBLIC R/W STONY PO/NTDESIGN/BU/LD LL( TMP56DO-00-00-00200 ZONING: R-2 DB.4951, PG170 TMP56A2-01-72A ce) U PARCEL 'B1" Z CLAUDIUS CROZET O o PROPOSED 6' PARK INC.04 ASPHALTTRAILWAY D-B.343-380 p U D.B.1536-410(PLAT) 11.665 ACRES N W LL L Uj J z EXISTING TREES EXISTING GRASS U TO REMAIN RECREATIONAL PLAYFIELDS ::D Lu ❑ LO O J J w Q JQ O z V w EXISTING / ' V / UI..I OVERHEAD POWERLINETO REMAIN -� i 1 Lij z �.�/ O -- \ EXISTING EDGE / D L.L v OFPAVEMENT U) Q 1 11..E W i Uj NOTE: A LEFTTURN LANE WARRANT ANALYSIS AND RIGHT O TURN LANE TAPER ANALYSIS SHALL BE COMPLETED WITH N - THE FINAL SITE PLAN TO DETERMINE IF ANY O IMPROVEMENTS TO THE ENTRANCEARE REQUIRED FOR - THE RECREATION FACILITY EXPANSION. w ' EXISTING w ENTRANCE TO 75'FRONTYARDSETBACKL/NE CROZETPARK Q I (D H� o 0 X N ::D \ \ J X G U X F- ----- X w O w x a Ln —x—x—x —*—x x— _x_x—x_x_x_x—x—x—x_x—x—x—x_x JOB NO. 142103 i,625' TO NEAREST o SCALE INTERSECTION ^' PROPOSED 8' ASPHALT ( MULTI -USE TRAIL EXTENSION FROM EXISTING 1 "=30' ASPHALT PATHWAY TO PROPERTY LINE. SEE HEET) FOR EXTENSION OF THE PATHWAYTO THE €RZY LINE. SHEET NO. 4 I (STATE ROUTE 691) 40' P�W 1:1 11 ROP D5' NCR ETEEXTENSI ALONG HILLTOPST EETCONNECTING E(2) EXISTING SIDEW LKS. EXISTING EN NCETO BE REMOVED, A D EXISTING BOAR F NICE TO BEEXTEND DALONGTHEPRO E TY -01 STING TREES AND DSCAPING BUFFER _ TO REMAIN UNDISTURBED PROPOSED 6'ASPHALT j TRAILWAY (> \ I RAINES, ALBERTALLENOR JOHNSON, SHAWV WOR MAHON, DANIEL ASHBYOR BETTY SHARON F JAN SIEVERS M I TMP56A2-02-OB-02300 TMP56A2-02-OB-02500 TMP56A2-02-08-02100 ZONING: R-2 ZONING.- .- R-2 I ZONING.- R-2 DB.3268, PG.559 D6.43 D8.1862, PG.101 Iron PROPOSED ACCESS TO - - PROPOSED G ASPHALT SW CILITY TRAILWAY `ti �n YARD SETBACK LINE J EXISTING6'ASPHALT EXISTING TREES AND PERIMETER TRAIL LANDSCAPING BUFFER TO REMAIN UNDISTURBED PROPOSED `£ LANDSCAPING BUFFER fi AREA O / NOTE: NOTES: 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES.1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION2 CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL'OF NURSERYMEN. THE PLANTING 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 E '�THE CNo. 3. 1Q REPRESENTS ONE PROPOSED PARKING SPACE.NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE ,EVIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. 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 MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE EXTENT POSSIBLE. PLANT. 7. CURB RADII SHOWN, REPRESENTED WITH AN 'R', DIMENSION THE FACE OF CURB. 8. ANY RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING w PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR f S SYSTEM. ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES THE WALL U a "'STE o 9. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS 0 ^' General Construction Notes SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL 0 w Z } PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL LU 1. Prior to any construction within any existing public right-of-way, including connection to REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. k E 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 ¢ d z 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 m w = w the permit. Where any discrepancies occur the requirements of the permit shall govern. FOR MAINTAINING THE TRAVELWAYS ON THE PROPERTY. w 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 Cr o standards of VDOT unless otherwise noted. AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE 0 Ln z LL f 3. 3. Erosion and siltation control measures shall be provided in accordance with the DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. a � ao r 0 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% u w rj W construction. STAND AND AT THE CROZET POOL CONCESSION AREA. Z w f tn z 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 o (n CD5. 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 O 0 _j W Oo 2: 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 ~ U) a o 00 6. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of ZONING ORDINANCE. w d 0 w 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 U)r (LU n d channel. DEFICIENCIES IN THE TRAILWAY INSTALLATION. w m z g 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. > �, z Control Devices. z 0 g = 8. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. W I - w 9. 9. All excavation for underground pipe installation must comply with OSHA Standards for SITE PLAN NOTES:in z LU o the Construction Industry (29 CFR Part 1926). 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS METES AND BOUNDS AND SURVEY INFORMATION. Ix 0 F o m 2. TRASH SHALL BE STORED &COLLECTED IN THE DUMPSTER CONTAINER, SHOWN ON SHEET 3. O a w 3. ALL BUILDINGS (EXISTING AND PROPOSED STRUCTURES) WILL HAVE A SLAB ON GRADE FOUNDATION. o o 4. CONTRACTOR SHALL RELOCATE UNDERGROUND AND OVERHEAD UTILITIES AND/OR LIGHT POLES AS L a UTILITY NOTES: NECESSARY. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIRED LOCATIONS. w = 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 PROVIDED. PROPOSED CONSTRUCTION. 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 4. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE THE OVERALL BUILDING. c c DEDICATED FOR PUBLIC USE. LU c o 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTERLn o PRIOR TO CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED 00 o 0 ACCESSES. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. 6. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF THE EXISTING UTILITIES TO CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. 7. A KEY BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT Z THE FIRE MARSHALL's OFFICE TO DETERMINE THE LOCATION. PROPOSED HALT \ \ TRAILWAY \ OPOSEDSTR EE REES AND SCRE ING�BUFFER LANDSCA G ON THE R-6 PRO RTY ^ NG © © ROG 6ED PROPOSED �++ ADA CG-12 CONC. RAMP (TYP.) o (STATEROuTE., -�-� SHELTER TO BE PROPOSED 6' , REMOVED WITH CONCRETE SIDEWALK PHASE II EXISTING POOL PROPOSED INDOOR POOL AND CONCRETE EXPANSION DECK PROPOSED VDOT STD. CG-2 +ROPOSEDASPHAL um ° PARKING LOT TOTAL=3B SPACES AL 2 J U I I PRO OSED VDO STD. CG-6 BOARD FENCE - SEE SHEET 4 0') J ti cei Z N i nor 1 M U z 1 O CT) U W N �- N i--I W > i w Zw J CL z > W Q _ U) LU -� L9 o V) t-I _ . j BFENCE ------- A Q l 1 Q U LU LLJ W Y V H �zO Cn <Of LU v LU Lu N Cn O J w 1121� W U J Q ::D 0 O H� ::D N Q w U U F w w a En JOB NO. 142103 GRAP IC SCALE SCALE 0 15 30 60 120 1 "=30' SHEET NO. ( N FEET ) I inc h = 30 ft. 5 i I I I I I I I I I I I I I ADAIIIA THOMAS TOMS, TMP56A2 0' TMP56A2-02-OB-01700 - - - ZONIN ZONING: R-2 D8.3515, D5.2976, P6.035 / Mon. Found 1 a n MR0�- 6,, P3,-0SZONING:-5DB370( PG I Fo _ - I � x N OI - 14 \ \ /ND/ I (ST4 FROU 40'PUBL/C � I / \ - 4 Qoe 1PJHOFF SCOTT R. COLLINS� Lic. No. 035791 ,� _ _ _ LU � \ \ CA CA \ _ - - - - - - - - - v\i m �• O 'y O O ❑ ! \ a v v _ x \ \ q8F /d7Si TOT —478— 7 \ I \ / 480 48 \ - 4 J-. 48L9 - r PAV/LION \ PAVILION \� / - 4884. ' < FFE=497.75 FFE=49402' 6 cei Uj Iy cY UU/ MHJ IN OU� . I w EXISTING v — — — — — — — — PARKING LOT D p N 9 I lZ = I; W EXISTING I--i I - M M M M M a- M I \ --- -_. M M M M PARKING LOT _ _ — — L �1 TMP56A201-72 W / PARCEL 'I41 „ I �° \ v CLAUDIUS CROZET I I - -\ RAIL / / \ \ \ \ W LU Q I A I I I PARK, INC. I CHEE ES/DENCE 1 I I 4 D.B. 1536410 (PLAT) i PROPos�I , wap� l "' \ \\ TMP 56A2-01-72A _6 PCNsPARCEL "61" � � \ x Z %J— LJ10.731ACRES S AL 4ULVERTFR CSS OR i ZONING RA- RURAL AREA OVERTCLjUO/US CROZET KING_OTYARK INC. W Y EXP ION L.PB. Q0 343-380 TMPS A- 2-OC-00500 i \ I I 1 Z g q�q D.B. 536-410(PLAT) ZONING R 2/ I I J Z POND I I \ V7 WATERLINE 1 •665ACRES _ __ - D8.4( 7, PG. �16 `! \ II I \ ZON/NGf RA - RURAL AREA - J L9 Q Q J \ I I I-- X1 w I -I \ I I WATER ELEVAT/ON = 480.9' I \ 1 XX-X X- ( 1 S S S S S O I TOP 48�i.4' - ., ` — 1----------------- , VI /NV.IIN 476.5 (FROM NJ I \ \ \ � � $ x U � IINV,/N-476.5'(FROM W) i I �RAOSED SWA / YCURBCUTAND IIINVOUt=47E.¢' UALITVWAERDRAINAGE SWALE (TVPJ pA.CSA. 20' WATER xI 1 1 ^' Q EASEMENT n/ _ D.B. 3440, PG. 1 V ES/DENC ; I I I D.B. 3084 PG 146 IGRA I C LU � x J \ � \ / v TEST IPOgARYG - - 4g0V �V �� }� / / WHITE, REBECCA OR I v - - - - }� / KARL POMEROY 1I �II a _ _ -aVERFLOW PAS G AREA TMP56A2-02-OG01200 n �� _ _ to _ _ - - FOR FESTIVALS/ F \ \ - I / j / / �a9B LU W i To 4B35' �\ �- / ARKING EXPANSION AREA �Q W U ZONING. R-2 INv. N=4T4.a^ DB.3879, PG.276. 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DEBORA RB I / / / / / F ELOCATION OF / I d = ! / / / / SEWER FOR I PHASE II / / / • \ \ \\ \ \ - I / x � r-i Z W 0 AARONA l UR / /LU in / s PROP s /RVINE LEER / / V A m TMP56A2-O-OB-01800 ! / i / / / / 6" SE E a u ; �\ \ \ \I \ I I 0 U ZON/N : R-2 / / / / / _ / C' // _ LATE A x p p D65147 .470 / / / / / � v x POOL FACILITY \� VAIA A r i 5 LU I \ x I / / o � �INGL \\ IAA a x a / ANSION \ 1� / A S 20' / O y?fly �" r \ / / C / /// V / " BRDPOSE I WM," SEWER EASEMENT / �" • , •PACICRY " . "I. I �; f !\ \ poll 1 D.B. 925, PG. 585 I EXISTINGALBE�IARLE O ~ ~ C¢UNTYioo'/pb BUFFE y� II d " ISTING WPOB ER I A NO 10, I S / S / STOP=488 -el -� / /NV. 1N =78.8'(8" PH - I /NV / =482 7' D / to A I I o PROP 5 I RECREATIO TOP=468.4'=461 ZONING: =S° STO a " INV. /N=461.5' O 08.5126, PG.635 YPO/NTDES/GN/BU/LDLLC ASPH „� v � JD INVOUT=461.4' l � ova, TMP56D0-00-00-00100 TONYPO/NTDES/GNBU/LDLLC GRAVk A� TMP5600 GRAPHIC SCALE -0 VE ZONING.R-2 TMP5-0--00200 \ ZON ARSPIVHE^ SCALE ao o so no eo iso OB.4951, PG170 G:R2 LTERCLARENCEOR ORE - - DB.49 1 "=40' DB.4951, PG170 JOYCES Lq YTON, PEGGYJ, TR STEE TEL GRAVEL \ MP5 DO 00-00-00400 PEGG YJ CLA YTON RE OCAB E P R/VE 4 / SHEET NO. \ ( IN FEET) ON/NG. R-2 TRUST § 6 1 inch = 40 ft. .607, PG.034 TM �o � � Q D O oo O � oo ♦' c� \ o Q � o O �0 � � GRAP SCALE ,�H � O O O ♦ ; OO �� M V \ �� 400 0 200 4� 9�t) ,800 ��� � � II o O �♦ O Q O ' SCOTT R. COLLINS'� Q O C% 0 �, ,, Q O c^� ♦ ( IN FEET) 0 �, V Li Lic. 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