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SP202000016 Plan - Submittal (First) 2020-08-18CMa,"/a.."F1/��L8l►Y�ll�� E OWNER/DEVELOPER: CLAUDIUS CROZET PARK, INC. BOX 171 CROZET, VA 22932 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 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 CENTE 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 CENTE BUILDING AND POOL BATHOUSE). PHASE I - 34,200 +/- GSF (INC. 20,250 EXERCISE AREA & 1,620 MEETING ROOM) PHASE Il (FUTURE) - 8 LANE INDOOR POOL (12,600 SF) SITE ACCESS: ACCESS TO THE PROPERTY AND RECREATION CENTER /S 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 (2) PHASES. PHASE / WILL INCLUDE THE RECREATION FACILITY AND PARKING LOT IMPROVEMENTS. PHASE ll WILL INCLUDE THE INDOOR POOL ADDITION. FLOODPLA/N/WPO BUFFERS: THERE IS NO 100-YEAR FLOODPLA/N 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 CIS 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' 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 @ 1/125 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 @ 1 SPACE/75 SF 64 SPACES COMMUNITY BUILDING DELETED WITH THIS PROJECT 46 SPACES 6TEMOVED 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 = 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 ll INDOOR POOL EXPANSION. THE PARKING STUDY WILL BE REVISED PRIOR TO THE CONSTRUCTION OF THE PHASE ll INDOOR POOL BASED ON CURRENT PARKING SCENARIOS FOR THE FACILITY IN USE TO DETERMINE THE AMOUNT OF ADDITIONAL PARKING REQUIRED. PARKING PROVIDED: TRASH COLLECTION A DUMPSTER IS PROPOSED ONSITE, THE DUMPSTER SHALL HAVE A WOODEN ENCLOSURE. ADJACENT PROPERTY OWNERS SEE EXISTING CONDITIONS, SHEET 2. CLAUDIUS CROZET PARK SPECIAL USE PERMIT DEVELOPMENT APPLICATION PLAN WHITEHALL DISTRICT ALBEMARLE COUNTY VIRGINIA El 49.9 N ---I-- -I It II JI I � II ❑ I ' 1 I I RAINES B T I 1 ALLE I TOMS KENT MAHON, DAN/EL 'TMP56A2-02-0B-023Q� 0 P ` ADAI/AN, TMP56A2-02-OB-01901 SHBYORJAN I ZONING: R-2 I JOHNSON", SHAWN sa I�THOMAS I ZONING: R-2 S/EVEgSM OB.3268, PG559 WORSHARONF I MP56A2-02-OB-017 Do 3515, P 2-02-OB-02100 11MP56A2-02 0B-025 ZONING R-2 PG313 ONING R-2 ZONING: R-2 D9.2976, 1 DB.1862, PGIOI DB-4372 PG. 035 I - __ -__ - 7, _ S75 1044-E40025 - II GUTERBOCK, - DEBORAH R & AARON ARTHU /RV/ EMILL$R 02-OB- 1800 I; B.5147, _ ❑ PG470 \ ❑ CD, / 1 REOR .iIQN Qf / I -' TMP 56A2-01-72 i PARCEL "Al" ) 1 CLAUD/US CROZET PARK, INC D. B. 343-380 HEEL T P56AEKEHR D.B. 1536-410 (PLAT , MAR10.731 ACRES2 ZONING :9(X R2 I - j I b8.4057, PG316 L l II II o I I ai I i j (WHITE, REBECCA - "' w -. 7 MPORARY GEM dR KARL POMEROY O ` , PARKING LOT o h. � -� TMA'5642-02-OC-0120 - I .3 79, PG176 - MARTIN. ROBERT L 111 OR PAULA K 7MP56OO-00-00-045A4 ZONING R-2 DB.O, PG.O GRAPHIC SCALE IN FEE'] i apt, = 100 Ii STONYPOINT DESIGN/BUILD LLC TMP56OO-00-00-045A2 ZONING: R2 985126, PG.635 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 I I -� - Y 1 ' II � I I \ -❑ _ I \ / P56,12-04-00- CROZ RK 1 / ZONING' R-6 \ - - DB3357. X 512 //VD/GOROAD H R F "1 IX STING PARKwc Ldr f ❑r. ~ 31i`y. PARKING LOT n I rc\'- {EXXPPAANNSION{ I� DAILYSOUTH INVESTMENTS LLC TMP5600-00-00-05783 ZONING: R-6 DB5122, PG 723 EXINNIG ` y Im aLLLLd n IIj ;� } ❑ TMP 56A2-01-72A PARCEL B1" ,r1 - CLAUD/US CROZET- PARK, /NC O.B. 343-380 D.B. 1536-410 (PLAT) 11.665 ACRES.-- `� I I--_/V 67.25$6 -"lY�?2.0L , PARK ROAD ----- ---� -- STONYPO/NT �� )ES/GN/BU/LD LLC T6D000-00-0 L T ZONING' R-2STONY I 0 R, WALTER 7.4951, PG17/" ILD C ENCE OR LC J YCES TMP56DO-00-00-00200 TM 5 D 0-00-00401 ZONING.' R-2 ON/N : R-2 DR.4951, PG.170 D :6 , PG034 SHEET LAYOUT TUFF JESSICA �6D0_OO-00- 600 ZONING k2 r OB.B00,- PG.517 , hry r SNEAD, WILL/AM i4A OR WANDA M 1MP5600-00_00-05000 ZONING: R-4 DBW3, PG291 A SHERRIS,i HILDERBRAND, JOHNSON WILLIAM TMP5600-00,00d 0 MATTHEW8, ZONI . R-4 DB.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 UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) HEALTH/FITNESS CLUB - CODE 495 (34,200 SF FITNESS CENTER) THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ADT: 986 VPD ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO AM PEAK: 6o VPH (4o ENTER/ 20 EXIT) PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR PM PEAK: 79 VPH (37 ENTER/ 42 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 EXISTING SWIM FACILITY WILL ALSO PROVIDE DETENTION FOR A PORTION OF THE 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. WAYLAND PARK tzar Crozet 691 PARKSIDL VILLAGE I ?a4 a ♦ ICrozet Park 8 Pool 1 PARK VIEW Iz?o RROOKWOOD �HITE OAKS/' \ _. CORV FARM' Brownsville (7711 zso VICINITY MAP SCALE: 1" = 2000' 'd'1e r 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 S. SDP 2018-00077 MINOR SITE PLAN AMENDMENT FOR ATHLETIC FIELD LIGHTING Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 SITE AND UTILITY PLAN 4 SITE AND UTILITY PLAN 5 GRADING & DRAINAGE PLAN 6 PEDESTRIAN / BICYCLE / SIDEWALK FACILITIES MAP L LEGEND TOTAL NUMBER OF SHEETS 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 EXISTING CONTOUR 200 PROPOSED CONTOUR 200 506.71 Tc 505.21 EP PROPOSED SPOT ELEVATION 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 �COTT R. COLLINS�Z Lic. No. 035791 a J z m o U W Z U w U) d w w 0 0 z � o H Ln V 5: � N I W Z c) W N a ^ 0 co ZM cM N � M LL � 1 N O WN N N W> LLj � Z '^^ vJ O Z C) W' Ul Y ZW '� • vJ WN I..L a O 0C) N U z 0 1--I Q U LL LU Q a- LU J Q W %t LLJ U = W O U LL 1 W N U Z) 1--I 0 M w J U II-, w w of Lr) JOB NO. 142103 SCALE 1 "=100' SHEET NO. 1 General Construction Notes I 5iM 63,1 / .p CLAUD/US CROZET 1OP 663.55 U, o ' PARK INC v v / o.= 667 �s ��TH 0 T ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES ti, - - F EXISTING ACCESS rTMP56A2-04-DO-000A4O R / oe Q� f 1. Prior to any construction within any existing public right-of-way, including connection to any existing V I ROADTOBE ZONING:R--6 rood, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as I \ - J m IMPROVED DB3357LPG512 O'P - drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the N - EXISTING ALT U,6I/CR k0 \, requirements of the permit shall govern. ----- ti �W \ SCOTT R. COLLINSZ F" - - "-- - BASKETBALL O 2. 2. All materials and construction methods shall conform to current specifications and standards of I pp� _ ! 7 - - \ 1 is No 0357 pp � , TO BE REMOVED �� i - - _-:. - -, L� 91 VDOT unless otherwise noted. II � /�' � -� 3. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion J - 358.46' - - "O- 4• control plan and shall be installed prior to any clearing, grading or other construction. IIII U� ��H _ _ - _ 4. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. I-� - �E S66,27;37° _ HILL TO 486.4'/C NTER OF UCTUREJ \ � �-- -- C�12C,cL �,yG Z 5. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes i,.. .._- - , �Q�TE- Fou _ \ ONAL w M - x x )x Es26 4' of 3:1 or better are to be achieved '� 40 PUBLIC R/W man-"' z 6. 6. Paved, rip rap or stabilization mat lined ditch may be required when in the opinion of the County �� LA1. lid Fou�d � Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. X X �/ �L S7 1 1 WATEREASEMENT 7. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. A 'WATER TTENIS I- �494 = --- TO D�" 7 / - - TO HEA.CSA8. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class IIL l �I -EASEMENT l �'AYAAO$^<)Ne �� /" _ - -- g29 9 All excavation for underground pipe installation must comply with OSHA Standards for the ) DB 3440, PG. 1 - o I _ 490 �.- Construction Industry (29 CFR Part 1926). u I - D.B. 3084 PG. 146 ASPHALT a - - - I 10' \ b BASKETBALL X X S ( ,�/ --488---- U IuI , I wom COURTS nn -REMOVED " � j 486 - IPOST 4 xo TCLAUDEXISTING TREES IUSCROZE PARK INC \ �°TO ((:5JOHNSONSHAWN W U) (TYPICAL) - % EXISTING ACCESS TMP56A2-04-00-000A4 a ¢ MAHON, DANIEL RAIIIII ALBERTALLEN ORSHARONF TOP=4938 m v I ROAD TO BE ZONING: R-6 - ASHBYORJAN I OR BETTY TMP56A2-02-08-02500 INv =485 D I - m M IMPROVED DB.3357 PG:532 3 q4 n - EXISTING ?L m STRUCTURE 9 TOMS, KENT SIEVER0 M TMP56A2-03 bB-02300 ZONING.' R-2 (CENTER ooF 0 4 i.5 x os cp do - - BASKETBALL C p In TMP56A2-02-OB-02100 ZONING: R-2 D8.4372, PG373 - a rC)0 .� 'TO BE REMOVED o IAN, THOMAS ZONING. R-2 DB.,3268, Pil se ENOWALL cp _� - a x ZONING OB-01900 I - rr /w� . 2 A2-02-OB-01700 - -ZONING: R-2 DB1862, PG.101 O / -.-.- _._. - - 7 f., �_ _ -- / 358.46' \. - - V/ U LU s ONING: R 2 _ _ D6.3515, PG313 - - PORTION OF ASPHALT �- 2976, PG035 S 75°10'44"E400.25' I Z Lu Mon. i � PATHWAY TO BE ,., � a94 a i � l - z Pound RELOCATED X o 0 0 Us EXISTING FENCING \ O -' EM -- U) 3 a TO BE D OLISHED I 67 F/ /w > LU --- - -- V�-- --- -_- TOP-491.4'- - - - - -- __-- � � PICNIC �� - G� 4'TE ---- - ■ W --_-asRegR yAR4sEreacKuaR _- INV. IN 484.3'(4"PVCJ T I 1 X' SAjY SHELTER �i o _. J INV 1N=484.2'(8"PVCJ ��O _ - � > o I _ INV. OUT=484.1' CONIC DECK - \ > Z _ SAN _ PORTION OF E -. ... DRAIN. TYP. f CO. �SEPT/D�qN� �M Uj G GUTERBOCK, EXISTING S . SWR TO DEBORAH R & ��R ELO C a N AARONARTHUR PICNIC SHELTER \ U, o IRVINEMILLER EXISTING TREES �' S q w TO BE REMOVED o �X o WITH PHASE 11 VI d o TMP56A2-02-OB- 1 w S \ H 0 800 TO BE REMOVED o ZONING: R-2 1 � � (TYPICAL) � _ vaRo DRAIN TYPICAL DB,5147, PG47O .' EXIST] G EXISTING POOL TO Iypl, y .� sa� sAN � SANITARY SEW REMAIN co. ao. 2 a X I / LINEST BE \ _ " w ono Q � REMO CONC 1(3' a A � // A A g c �� EXISTING MANAGED ° a YARD o O A. roP=4870' - cD - DRAIN00 SLOPES TO REMAIN X 2 / SEWER EASEMENT I : p INV. 1N=480.0' - �.... (TYP.) X D.B. 925, PG. 585 INV. OUT=480.0' I I I \ EASEMENITTO += _+_-- n - ---- - - -- --- I BE REMOVED r eAo` - � N� o o �w \ - -. _ EXISTING N GED m i C - 48z SLOPES TO f�MAINX - _ \ -- - / TOT YD �.-. _,-..- - - _-.-.r-.- ,4� , 484 POOL �" ! 486 l ' EXISTING COMMUNITY 48a o i ff _ CENTER TO BETREES Y DEMOLISHED _ _ - - 478- a \\ 480 \' _ I - I -482 L9 11`�_ BRUSH I � / �\ � AND Y I -- i, ` -= *: „ -- '.. PAVILION PAVILION / - . GJ 488 . (Yi O ` EXISTING CUfZBING, FEE=497.75 EEE=4s4.or v� H 20 AND DUMPST�R WO LK� EXISTING Hiscsw CV a y Nv w-478.8'(8"PVC OVED'WITHIN Tf IIS BATHHOUSE TO BE _ 4PH - _ --- ----- I DEMOLISHED -/ ..;. l -_._, �! $' , M Q REM � � � EX rorcor � U TOP 488.T AREA , - \' INV. IN 4827'(8'DIP, DROPAl Qi f n INV. IN=478.T(8"DIP, DROPAl j it INv our 47B.5' / � TW W W W ------ 0- ! s Iron "CSw (V> S70°0820"E395.2T set o0 EXISTING WET - p N 9 �Dw 0) Q o v (0 POND TO REMAIN / o / 3 i G %� - - 3of) ABANDonELi _ - EXISTING BLD W N Q a i T B R M V SEPTIC TANK x z TMP 56A2-01-72 LL 1 � EXISTING SEPTIC EXISTING I qR� j `-,/ PARCEL Al PLAYG ` i _ CLAUD/USCROZET I TANK TO BEREMbVED J'' LOTTO T"� �Rq/ / \ > O o PARK, INC. \ \ > c - D.B.343 380 G i TMP 56A2-01-7 , r o ESIDENCE D.B.1536410 PLAT 2A I �l r 10.731 ACRES ELF<. PARCEL Wl 1 - W LU W m ZON/NG:RA-RURAL AREA E STING TREE EXISTING ENTRANCE CLAUDIUSCROZET r) X H - CHEF Y KEIT OR I I �AND TO E MOVED A D PARK /NC. V ROAD N PAVEMENT A Y ON ( Y CAL) 'fin TO REMAIN D.B. 343-380 o TMPS A - 2-OC-00900 L9 _j EX.8•ACSA D.B 1.665ACRESITI - � X � J a ZONING: R-2 POND WATERLINE I"• s EXISTING CURBING, I ZONING: RA RURAL AREA X Q - DB.4057, PG316 PAVEMENT AND - w �' - I Q V I WATER ELEVATION - 480.9' T I j 1 - SIDEWALK TO BE I o - X - X X -�� i S S S III 20 TOP=48,.4' REMOVED WITHIN ' I W O 0 r' EXISTING BIOFILTERS , � THIS AREA INVIN 476.5'FROMNJ _ , CONSTRUCTED WITH X W INV,' 1N=476.5' (FROM WJ - � --- - - IINV OUT 476.4' EXISTING WP0202500089TO UND RDRAIN �� '� BE REMOVED WITH THE �W EASEMENT o WATER L1j Q O SYSTEM TO BE EASEMENT H Z C> i PROPOSED EXPANSION D.8. 3440, PG.1 > I I / O - 1 0 - D.B. 3084 PG. 146 r Rsr i X c 1. c E REMOVED O , - m I '^ ° T I 2 `v' i VJ U 0 _ _ EXISTING WPO y _ ^ ur � A � � BUFFER - .Gu 2 I � � X '' �-- � z WHITE, REBECCA OR V A % 2 KARL POMEROY A V I I v /�,, TMP56A2-02-OC-0120p ` - -\ �� cRflss EXISTING PARK / 49p� / / --- DB.38IN :R-2 INv 474s \ 4yB ENTRANCE ROAD / LU X an an ZONING. R-2 ro 483 s / \ - - --- ES OPNG P REGAIN 434 / - X �QA % w x Z INV, N 474.8/� � A _I NLU � O o `\! /�\\ ` � T5'FRpNT YgRO5ET8gCNC/Nf W a - --� X 9 J a \ v / \ _ �� _ ! �rFRarvr rq� �"N I w IN74665' s i r \ EXISTING SECONDARY OS��cRUNE x BA N 1 _- ---- -- ELD ACCESS TO PARKAGF f �► I X o lNV OUT=466.4 Y / 0 o � i x CV s Iron FomRl -- N672556 W _ / 59,02'- �_ -_- _-/NV= o GONT LU I -- - -- ---- ---- Iro - l r, / O Set _ X -LU 6t'-O N) / SCO X _ BT/LING LU LU E --- _ �� ; x -BOARD-- --- 0 U MARTIN, ROBERT L /l/ OR PA --- _. _. _. - � �, X __ xl X ar�oLrr / a to a ULAK n / - --- N67°2556"W5320�6-VC -- JOB NO. a ZONING: R 2 STONYPOINT DES/GN BUILD LLC H PARK ROAD I ooDEN FEN ND, TMP5600-00-00-045A4 ASP `� IaaLL / R E _ H/LDERBRA 142103 DB.0, PG.0 TMP5600-00-00-045A2 (STATEROUTE1204J - _- - INw-a89.1, 0 r - GRAPHIC SCALE ASPK W w - ro MA N � _ SCALE ZONING: R2 o g> a � � se � - JOHNSO I I " D6.5126, PG 635 STO YPOINT DES/GN/BU/LD LLC � ASPy p a �o - -- i tr cS2 "\ 1 "=40' o TMP5ZONING:R 00100 TONYPOINTDESIGN/BUILDLLC GRAVEL pa8 "'mom- - \ TMP5600-00-0 0 s_ so 0 o ao ao 1ao ZONING: R ZONING: .1 TMP56000000-00200 VE DRIVE ASPH _ 488- CONC SHEET NO, o 06.4951, PG170 ZONING: R2 O /S, ALTER CLARENCEOR oR vE a 06.4973, P m \ ( IN FEET) DB.4951, PG.170 JOYCES rEL GRAVEL 2 0 MP5 DO-00 00 00400 SON, PEGGYJ, TR STEE s 1 inch = 40 ft. PE RivE --- TH OF = i ST3ACH LINE - - - - - - - -- PROPOSED6'ASPHALT - TRAILWAY EXISTING 6' ASPHALT PERIMETER TRAIL i EXISTING GRASS AREA EXISTING PICNIC - ® MATCHLINE- SEE SHEET 4 \G1. AROUND POOL DECK SHELTER TO REMAIN I j J' (Li�,c COTT R. COLLINS s: . No. 035791, z4'DRIVE • EXISTING PICNIC AISLE 0 4 SHELTER TO BE PROPOSED 6' �, O1 REMOVED WITH CONCRETE SIDEWALK - c�ONAL V, PHASE II -.x'------------ EXISTING POOL AND CONCRETE i PROPOSED K DECPROPOSED VDOTSTD.CG-6 ., . r. , VDOT STD. CG-z I •• ROPOSEDASPHALT- _I PARKING LOTS i TOTAL=38SPACES I Z O z 'DRIVE � , i8' MIN. z8' MIN. 4 O m ' , , ^ • '; (TYP.) AISLE (TYP.) EXISTING FENCE - F TO REMAIN a � LU U w d U a Lu PIOPOSED�9 ig C ® EXISTING POLE & LIGHT O NCRETE POOL �,— 1�1 'D LU w _ v, I,' L uu J TO BE RELOCATED �'- ^ Q. BEHIND SIDEWALK EXISTING �2 PAVILION W z PHASE I - PROPOSED POOL - PROPOSED8' - Uj - PROPOSED ENTRANCE - CONCRETE S -EXISTING POLE & PROPOSED6' "7- FLUSH WITH PAVEMEN LIGHTS TO CONCRETE SIDEWALK RECREATION ' 1': T REMAI R ) FLUSH WITH PAVEMENT CENTER N YP. 8' 8 8' 8 8''8' g z ++_ O L eu EXISTING EXISTING 60 �. -i PAVI LIO N . s PAV ILION ON I, R i - 3q s5 PROPOSED RAISED' CONCRETE SIDEWALK i` I/ - " o EXISTING ISLAND Q ✓ \ ROPOSED STRIPINO " TO REMAIN (TYP.) -- / ❑ �, _ _. FORCROSSING AN d� 00 �EXISTING LT PARKING LOT TOTAL--465 A P CES R L. EXISTING POLE & _ EXISTING POLE & 7 _ LIGHTTO BE LIGHTS TO / _ L RELOCATED INTO i6 REMAIN RYP.) i __-MEDIAN EXISTING PARKING LT 31 I TO REMAIN, MILL/OVER AY 9 EXISTING PAVEMEN o r EXISTINGP LE&LG T x / O LIGHT II 8 = m - / i I - •'• TO BE RELOCATED �� TOTAL B4 PROPOSED 8' j PROPOSED GRASS ; BEHIND SIDEWALK O O CONCRETE SIDEWALK. Cl? r, TMP56A2-01-72' RECREATION AREA , '� PARCEL 'A1" PROPOSED 6' lz' I M O CLAUD/US CROZET 0 ~ � � I __. ' CONCRETE SIDEWALK • ` , z6' DRIVE i6' MIN. z 'DRIVE i i - z 'DRIVE N yl D.B. 153343-3 PLAT \ ` i6' MIN. AISLE (TYP.) (TYP.) AISLE (TYP.) PARK, INC./NAISLE TMP 56A2-01-72A / 1 m I D.B. 343-380 M ` J PARK, INC. 10 731 ACRES / z ,a�� PARCEL B1" 1� n co 13 aR CLAUD/US CROZETco 17� J z B. 343 380 o PROPOSED 6' 0!N PROPSED ASPHALT TRAILWAY V OTOSTD. CG-z > w > w D.B. 1536,410 (PLAT) PROPOSED GRASS w a ISLAND a 11.665ACRES N Q MIN. 'I' e;P - $�. Q PROPOSED DUMPSTER + z ^ P.) + _ EXISTING WITH 22'X20'CONCRETE �y © I zq 3a zR °p - STORMWATER PAD J MANAGEMENT - z PROPOSED mow ; W z DRIVE f> VDOTSTD.CG-z ROPOSEDASPHALT-- x J w Z P ND 4' INGLOT o z Q O - I I - AISLE m t + TOTAL=345PACE5 EXISTINGTREES EXISTING GRASS � J 'R� TO REMAIN RECREATIONAL W L --' I ROPOSED ASPHALT ® BO PLAYFIELDS Z - PROPOSED z' PARKING PROPOSED PARKING LOT GRASS OVERHANG (TYP-) q ''�' O VDOTSTD. CG-6 as TOTAL=9iSPACES O n i I z a �I + z"DRIVE z8' MIN. i8' MIN. z 'DRIVE z I Q AISLE (TYP.) (Ti AISLE Q u �- I i U U I r EXISTING STINGLU R � OVERHEAD , s�+ J S s - Is%a REMAIN INETO -A\ T w / PROPOSED GRAVEL w > w W ,,-PROPOSED PARKING LOT</�/G�/, t_ L - - - TOTAL=4zSPACES ul 1 EXISTING EDGE / / __ OFPAVU) EMENT Ul � -' DC , _L L_ W Q \ — W 7 5 FR ONT YA RD (1 SETB � N AC K \ \ LINE i , / EXISTING EDGE U) w OFPAVEMENT L. A ' ' \ � EXISTING 6' ASPHALT EXISTING W O LIMITS OF ENTRANCETO EXISTING EXISTING ` Of U PERIMETER TRAIL-- 75'FRON7 � _ ENTRANCE TO Ye sErBAcaLroE Iron Of U PROPERTY CROZETPARK CROZETPARK I\ +. o Found � I _ " O I-1 O - - N hF -II`o LU - I LU r - --- o U w JOB NO. MART/N,ROBERTL MOR 0-045AULAK (STATEROUTE1204 TMP5600-00-00-045A4 142103 ZONING: R2 STONYPO/NTDES/GN/BU/LDLLC GRAPH VAR WIDTHPUBL/CI i,625'TONEAREST Q SCALE OR0, PG.O TMP5600-00-00-045A2 r INTERSECTION " ZONING: R-2 DB,5126, PG.635 STONYPO/NTDES/GN/BU/LDLLC STONYPO/NTDES/GN/BU/LDLL TMP56DO-00-00-00100 TMP56DO-00-00-00200 ZONING: R-2 ZONING: R 2 D6.4951, PG.170 DB.4951, PG 170 1 "=30' SHEET NO. 3 ( IN FEET ) I inch = 30 ft. (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 LINE 1-1 RAINES, ALBERTALLEN OR BETTY TMP56A2-02-OB-02300 ZONING.- R-2 I DB.3268, PG.559 PROPOSED MILL/OVERLAY 11 JOHNSON, SHAWN W OR SHARON F T7147756A2-02-OB-02500 ZONING: R-2 D6.4372, PG.373 _A NOTE: NOTES: 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED TH o AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY G1 ENGINEER OF ANY DISCREPANCIES. 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL f THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. O SCOTT R. COLLINSZ NURSERYMEN3. 1Q REPRESENTS ONE PROPOSED PARKING SPACE. 'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE L) Lic. No. 035791 � I VIRGINIA 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 1 ro {v 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�Ot 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 'I DIMENSION THE FACE OF CURB. 8. ANY RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING z PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES 9. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS o SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL General Construction Notes PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. o 1. Prior to any construction within any existing public right-of-way, including connection to 10. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE CROZET PARK. NO any existing road, a permit shall be obtained from the Virginia Department of PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of FOR MAINTAINING THE TRAVELWAYS ON THE PROPERTY. 3 the permit. Where any discrepancies occur the requirements of the permit shall govern. 11. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE zo ra 2. 2. All materials and construction methods shall conform to current specifications and AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE standards of VDOT unless otherwise noted. DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 3. 3. Erosion and siltation control measures shall be provided in accordance with the V/ w ' approved erosion control plan and shall be installed prior to any clearing, grading or other w °- w construction. SITE PLAN NOTES: 4. 4. All disturbed to be fertilized, 1. SEE SHEET 1 AND 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. 0 Lu M ® slopes and areas are seeded and mulched. o y 5. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, 2. TRASH SHALL BE STORED & COLLECTED IN THE DUMPSTER CONTAINER, SHOWN ON SHEET 3. U)3 lesser slopes of 3: 1 or better are to be achieved. 3. ALL BUILDINGS (EXISTING AND PROPOSED STRUCTURES) WILL HAVE ASLAB ON GRADE FOUNDATION. ''HA w Lu 6. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of 4. CONTRACTOR SHALL RELOCATE UNDERGROUND AND OVERHEAD UTILITIES AND/OR LIGHT POLES AS V/ o the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage NECESSARY. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIRED LOCATIONS. channel. 5. CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT TRAIL DAMAGED FROM THE > t~ o 7. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic PROPOSED CONSTRUCTION. W f Control Devices. 6. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET 2 `a 8. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. STANDARD SIGN GUIDELINES REGARDING SIZE, SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND 9. 9. All excavation for underground pipe installation must comply with OSHA Standards for THE OVERALL BUILDING. ° \�� the Construction Industry (29 CFR Part 1926). `o �`' \ UTILITY NOTES: s. A MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE ° PROVIDED. ° 2. A MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L AND S/L. 3. A MINIMUM OF i.5' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. 5 4. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE o �Q J� DEDICATED FOR PUBLIC USE. o Cj U CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER a 1� JP PRIOR TO CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED o o ACCESSES. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THATTHE 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. Z - 7. A KEY BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT THE FIRE MARSHALL's OFFICE TO DETERMINE THE LOCATION. o nd XISTING -ACC SGATE TO BE ODIFIED FO ACC SSROAD 1 ruoru PROPOSED 6'ASPHA .G-z TRAILWAY I CLAUDIUS CROZET PARK /N \ PROPOSED TMP56A2-04-00-000A4 MODIFICATIONS TO ZONING: R-6 \ _ EXISTING EMERGENCY ACCESS ROAD DS-3357, PG.512 \ li PROPOSED7' CONCRETE SIDEWALK � 3R I� v> zo' DRIVE 0 m AISLE PROPOSED CG-9D - --..j - _ _ PROPOSED 6'-8' BLAC INDIGO ROAD VINYL CHAIN -LINK FEN CE (STATE - TO ROUTE I, BE INSTALLED \� 4 -12331 _ �\ qan N-_ I D�S CR�W PROPOSED GASPHALT - . r TRAILWAY X X X� _ I X x ! I I ' 35'REAR YARDSETBACKUNE ROPOSE 3fKETBA _X -iS :ING ENN SUR S x I X X -X - - q PROPOSED 2'PARKING - _::- GRASS OVERHANG (TYP.) - PRO OSE [o EXISTING6'ASP AL C -6 i7 lo, / PERIMETER TRAI j PROPOSED j w /�PROPOSEDASPHALTf - - - CDAMP(TYP.) oa LOT TOTAPARKIN445 ACES10, ---- �P - 1 II II Oo Y. g�R i PRO OSE i EXISTING GRASS AREA LXIS I ING PICNIC - - I� AROUND POOL DECK SHELTER TO LEI REMAIN j 11 ' - S,, zy' DRIVE EXISTING PICNIC AISLE SHELTER TO BE PROPOSED 6' REMOVED WITH CONCRETE SIDEWALK PHASE II I EXISTING POOL AND CONCRETE I PROPOSED DECK VDOT STD. CG-6 PROPOSED _ VDOT STD. CG-z - I -•• �ROPOSED ASPHALT O _ -_ . • - :.. PARKING LOT B TOTAL=3 SPACES I EXISTING 6' ASPHALT PERIMETER TRAIL Iron Set PROPOSED ACCESS TO SWM FACILITY 1 ZPROPOSED&ASPHALT TRAILWAY HEET3 L r ^^ z ° a -' N C M Z O v N i--I ° y � M Q 3 LOT i � U 0 � J a N _j ° � N < o m m N % ~� j o c W N ° Z� - O v o 3: gFENCEJ - = Q U J J V p_, 0 Wwam Y � H a UlW LL ° LU W 1131- z w w z z w W W z �-- J w ICI o o 0 0 1Q/^•, (D O D N ° � ® x ° ». I Lu m o U F- c I a U w L 0 E a JOB NO. 142103 0 GRAPHIC SCALE SCALE w so t 1 1 „=30' ° c SHEET NO, o ( FEET) 1 in h = 30 ft 4 s MP56A2-04-00-000A4 I ZONING" R-6 v�E�� ❑_ ZH / vpev_�- �� ❑ I ' � OB.3357, PG"532 I __ 0 -- --- /ND/G7AROA0 (STATEROU7$1233J " R. CO I I d� 40'PUBL/CR/ O SCOTT LLINS'Z ic. No. 0357 91 _ t� L � I OP-50 . A - - x x a s - 486 4' (C NTER OF UCTUREJ v �CT� 1� I I I i I ❑ �'I I �/ �N�S SHED • EE tom• 'i Ilk , I ICn I ww-�` \, I I a l I a JOHNSON, SHAWN W x MAHON,DAN/EL RAINES,ALBERTALLEN ORSHARONF - I I I A SI B ERS M - TMP56A2 0E B-02300 TMP5ZONING R-22500(CENTER SEN Eru . I - TMP56A2-02-08-02100 ZONING: R-2 DB.4372, QG373 ) TOMS, KENT iron ADAJ/AN, THOMAS ZONING: R2 06.3268, PG.559 Se TMP5ZON/NG"• R--21700 OB-1862, PG101 - - -- - TMP56A2-02-OB-01900 _ ZONING: R-2 DB,3515, PG.313 - D5.2976, PG 035 / Mon. / Found 35'RE4R FO S Yi1LTSgp/(LME — / q GUTERBOCK, PROPOSED MANHot N / I EW 8" SA ER HO / DEBORAH R & FOR RELOCATION OF I SEWERFORPHASEII AARONARTHUR BUILDING /RV/NEM/LLER / /In O / P SEC TMP56A2-02- - / OB 01800 ZONING: R 2 / / / / e" SE AR D3.5147, PG.470 ASA. 20' / _ `. / TOP= /O' / v� / SEWER EASEMENT 480./ !OUT= D.B. 925, PG 585 9 .0' ------- I' - / `� X. // PROPOSED SWIM GRAS EXISTING ALBEMARLE lil COUNTY WPO $UPPER / 6 /� L // SWALE RAREA EATMF,N III \ I \ ` / S / \ I -1000< I REES \ I / AND I BRUSH s I D _ r"TOP 488. 7' I "_ INV, 1N=478.8'(8"PVC) �- INV. 1N=482T/(8"DIP, DROP MH) -- - L INV. OUT=478.58"D/P, DROP MHI _ I I � I I m TMP 56A2-01-72 1 v PARCEL "A1" I cLAUDius cRozEr ' I m PARK, INC. I h D.B. 343-380 FPROPOSED A" RCP T-SIDIENCE I I D. 1536-410 (PLAT) CULVERT FOR ACCESS 0 x I 10.731 ACRES OVER THE SWALE CHEF Y, KE/T OR I m ZONING. RA - RURAL AREA Y ON l TMPS A - 2-OG00900 ` 1 ZONING: R 2 I POND OB.4057, PG.316 I I �, I I _ _ I WATER ELEVAT/ON = 48 � S S S - S _ 20' I TOP 48.4' I I --1---------_-- --- I II/NV /N 476.5'(FROM NJ ' IIINV, IN-476.5 (FROM W) PROPOSED WATER \ IN V OU�=476.4' QUALITY SWALE \ , I I Ell \� \ WHITE, REBECCA OR KARL POMEROY 7MP56A2-02-OC-01200— ZONING: R-2 TO 4835' IN N=474.8 - - DB.3879, PG276_ IN =a74.5 ❑ \ _ \ \ \ - TOP 472.4' \1 INV, /N=4665' I sd, �� '• 1 �" INV OUT=466.4' - - - Found I MARTIN, ROBERT L NOR PAULA K --- TMP5600-00-00-045A4 ASPH. ZONING: R-2 STONYPO/NTDESIGN/BU/LDLLC DB-O, PG.0 TMP5600-00-00-045A2 \\ TOP=468.4' ZONING: R2 INV. IN=461.5 DB5126, PG.635 INV OUT=461.4' x 0 I x Y - v( LrvcL - - A.CSA.20 ,' :.:.. \ _-��lyfon r QUl � - FounU = p. w EASEMENT 35'aEAa raaysErsserruN€� STATE ROUTE 691J oM' Fourtl \ D.B. 344 , TENNIS ---� ( ryX M D WADER EASEMENT w COURTS _ ❑ 40' PUBLIC R D.B. 30 4P 1' ASPHALT - '- °� ❑ _ _ �� TO HEA.CSA. CA.51(ETBALL �i . COURTS >: - - - PROPOSED DRAINAGE -486 AkDDRAOL DECK -484- �S 10' QQQ VTPROPOS Oc� _ P - FIRE HYD NT - - i \ - /, I ,I I POT \ ° PROPOSED RECAT ON I fl_...I' I CLAUDIUSCROZET \ y -- ° B"o..waERu E---------------- ss8 �I'��� m PARK/NC v `o _ _ MP56A2-04-00-0OOA4 — — 9y 3 ZONING: R-6 Il OB.33� PG512_ YCURB CUT AN III M n tt DRAINAGE SWALE P' I Do - - O m PROP OEDao 01 � N V �\ 4: .. .. \ \ \ UTILITY EASEPoti?E{J / -__—� U W ° POSED.. j _- 7 (n 0. w --WA W LU METER - ❑' _ U% O \ I I ';. '� iU.F■°;�' 'TT-F: ❑ P� I I``,•` \` �^n`v\�� �•�``,`\5• I� I EDDA.S. P 1 . I I I x ®cH%i O JJ yPICNIC USHELTER • - 5! A.C20 w EMENCONCDECfLn B. 344 B.3146 4'1HiLT .m3 "�. I BASi(ETBAIL 0 I I W z I z x o U ' C I ° a � `0 POOL FACILITY I v x 0 F � I` I c ING L r yq A,o x '� N510N J I y o 478 - - -- 480 482 -_ 484 -� 486 m 4880 PAV/LION PAVIL/ON FFE=49775 FFE=49402' C�. ( r - - - -. -I M c D (vj O RECR ATION CENTER v csw I --I �o v v Z � � � � Er. roTLor = v v CSIa, Ll �I vv EXISTING csu X - - —❑ - - -— - - PARKING LOT p '� - - - - J O > C 0 3 � LL - - N Q �I o - N b EXISTING - , PARKING LOT M M M M M —s M M M M M M M —gyp -- � Z Lu TMP 56A2-01-72A J LU a ❑❑ j PARCEL 61' ❑ ❑ i LLI �_/ � CLAUDIUS CROZET � !� KING LOT a EXP ION D.B.ARK, INC. \ x LLI LU Q C7 343-380 F— - Z 1; EX.. 8"ACSA D.B. 1536-410 (PLAT) \ v' Z `o - wArERONE 11.665ACRES _ - O Q w Q ZONING: RA - RURAL AREA _ _ - J < ° i Q x — 'a'CURB CUT AND ( \ o AINAGE SWALE(TYPJ 99n ';I II—A.QSA. 2D'WATER / ) I^�/ X ap 1 LU Q ly EASEMENT D.B. 3440. 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