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SDP202300010 Plan - Submittal (First) 2023-02-07CLAUDIUS CROZET PARK RECREATION CENTER GENERAL NOTES OWNER/DEVELOPER: CLAUDIUS CROZET PARK, INC. BOX 171 CROZET VA 22932 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESWLLE, VA 22902 (434)293-3719 TAX MAP NO.: 56A2-01-72 (RA), 56A2-01-72A (RA), & 56A2-04-OA4(R-6) ZONING: RURAL AREA WITH SPECIAL USE PERMITS (SP-95-43 & SP202000016) & R-6 ZONING. 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. THE PROPERTY TMP56A2-04--A4 IS LOCATED WITHIN THE ENTRANCE CORRIDOR OVERLAY DISTRICT AND SHALL COMPLY WITH THE REQUIREMENTS EC OVERLAY REQUIREMENTS. PROPERTY 56A2-01-72 & 56A2-01-72A IS LOCATED WITHIN THE MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT AND SHALL WITH THE DISTRICT REQUIREMENTS. PROFFERS: SEE ALBEMARLE COUNTY PLANNING DEPARTMENT LETTERS FOR APPROVED SPECIAL USE PERMIT SP-95-43 & SP202000016. 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 2023. 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 CENTEF BASKETBALL COURTS, TENNIS COURTS, SOCCER FIELD, AND BASEBALL/SOFTBALL FIELDS. PROPOSED USE.- URBAN COMMUNITY PARK. THIS APPLICATION IS FOR THE CONSTRUCTION OF A COMMUNITY RECREATION FACILITY, INCLUDING EXERCISE AREA & COMMUNITY MEETING ROOM. 34,200 +/- GSF (INC. 20,250 EXERCISE AREA & 1,620 MEETING ROOM) & 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 DEVELOPMENT OFFSITE DISTURBANCE.- NONE PHASING THE PROJECT WILL BE CONSTRUCTED IN 1 PHASE. 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 WITh THE FINAL SITE PLAN. LIGHTING SHALL COMPLY WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. ESTIMATED EMPLOYEES: IT IS ANTICIPATED THAT APPROXIMATELY 15 EMPLOYEES WILL BE NEEDED AT THE LARGEST SHIFT FOR THE PROPOSED RECREATION CENTER. BUILDING SEPARATION: BUILDING SEPARATION SHALL BE IN ACCORDANCE WITH CURRENT BUILDING CODES AND FIRE SAFETY REQUIREMENTS. PARKING REQUIRED: FACILITY BASIS FOR CALCULA77ON REQUIRED PARKING SPACES FITNESS FACILITY 1 125 SF x 18,623 SF 149 SPACES SWIMMING POOL IN 1 s. f. w. s. x 6228 SF 50 SPACES SWIMMING POOL (OUT) 1 / S.F.W.S. X 6414 SF 51 SPACES BASEBALL FIELDS 20 / FIELD x 3 FIELDS 60 SPACES BASKETBALL COURTS 2 / BASKET x 16 BASKETS 32 SPACES SOCCER FIELD 24 / FIELD x 1 FIELD 24 SPACES TENNIS COURTS 2 COURT X 3 COURTS 6 SPACES TOTAL PARKING REQUIRED = 372 SPACES 109 REDUCTION FOR URBAN PARK = 380 SPACES - 38 SPACES PARKING PROVIDED: 220 SPACES PARKING PROVIDED IS BASED ON THE PARKING STUDY APPROVED ZONING DEPARTMENT = 338 SPACES BY ALBEMARLE COUNTY NOTE• ADDITIONAL AREA IS AVAILABLE FOR THE EXPANSION OF THE PARKING AND OVERFLOW PARKING FOR SPECIAL EVENTS. TRASH COLLECTION A DUMPSTER IS PROPOSED ONSITE, THE DUMPSTER SHALL HAVE A WOODEN ENCLOSURE. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PLAN. AREA CALCULATIONS BURIAL SITES: NO CEMETERIES WERE FOUND DURING LAND USE AREA ACREAGE PAVEMENT &SIDEWALKS 5.54 AC (24.7%) FIELD INVESTIGATION OF THE SITE. BUILDINGS 0.93 AC (4.2%) POOL AND BASKETBALL 0.53 AC (2.4%) IMPERVIOUS AREAS: 304,920 SF (7.0 AC) TOTAL OPEN SPACES 15.81 AC (68.7%) TOTAL: 22.81 AC PAVED PARKING AND CIRCULATION AREA: 205,125 SF INITIAL SITE PLAN SDP2023=00 WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA - I I I � -------- ----- \ 1 C[AU CRO PfIRK/NC- I ILI o0oa4 __--- r�-575° \.�� \ZONING - - 4. 4 N_ S D&a357, j512 I I� ❑ ° / - / )� - I m I I I RA/NES A i ❑ ALLE -I - TOMS HEN MAHON, DAN/EL TMP56A2-02 B-023 �O L - ADA//AN, TMP56A2-02 B-019 SHBYORJAN ZON/NG1:0 JONNSON.- THOMAS ZON/N : R-2 S/EYERSM DB.3268, PG559 WORSHARONF - r �MPS6A2-02-0B 17 OR 3 5, P-02-0B-0216V MP56A2-02-0e-025 I r ZONING R- �Zf7N/NG: R2 vnew SIOPI D8.2976, l' OB.1862, 101 OB4372 exPANslon l ) l PG035 _ S75 104 ,. 40025 • '- Jt I I � I � GUTERBOC , I DEBORAH & i A4RON _ POOL FAclury � ARTHUR ZONING R-2 D8.4057, PG316 ------------------ _---1---0 WHITE, REBECCA 100 \ \ \ PRa s �' _ RecxFnno reR E � � I P 5642-01-72 I PARCEL "Al" - I I y- CLAUDIUS CROZET I PARK, INC. _ I I D.B. 343-380 D.B. 1536410(PLA T) - - 10.731 ACRES I I N � m ONE RRGW P,RNNGFREI. PARKING EXPWISION MG MARTIN, ROBERT L XOR PAULAK TMP5600-00-00-045A4 1 ZONING.- R-2 DB.a PGO GRAPHIC SCALE 0 50 100 ( IN FEET ) 1 inch = 100 ft. STONYPOLNT DESIGN/BUILD LLC STONYPO/NT TMP5600-00-00-045A2 DES/GN/BU/LL ZONING.- R-2 LLC DB.5126, PG 635 TM 56D0-00-00-0� ZONING: R-2 B.4951, PG17 200 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. PARK ROAD I I -- II \_ I OA/LYSOUTH /NYESTMENTS LLC TMP5600-00-00-057B3 ZONING. R-6 DB.5122, PG.723 FxlsnnG PARKING LOT O OI 1 1 1 1 lol ICJ lol to C7 0 TMP 56,12-01-72A PARCEL 81' O CLAUDIUS CROZET IT PARK, INC D.B. 343-380 D.B. 1536-410 (PLAT) 11.665ACRES (D STONY IWALTER / ILD 1711U "- C ENCEOR ZON/ UL' . R-2 T TLIFE 6D0{ J YCES DB.461 .4 LC TMP56DO-00-00-00200 TM 5 NELSO ZON// B.186: ZONING R-2 ON/N : R-2 JESS/ DB.4951, PG.170 D .6 , PG.034 T 56D000- 00 ZONING: - �� PG517 SHEET LAYOUT N HILDERBRAND, WILLIAM MATTHEW & C5 ) - 00 *WO00 IT py , CAyti x SNEAD, WILL/AM AORWANDAM 1 TMP5600-00-00-05000 ZONING 3, PG.291 SHERRI S JOHNSO 00 ONI R-4 O i 100 WAYLAND PARK 1201 Crozet 691 PARKSIDF. VILLAGF Izo4 � , I Crozet Park 8 Pool tzo4 PARK VIEW 1220 i p SCOTTTR. CBLLINSIZ U L1C. No. 035791 °�O 04/20/20 cvQ l ��SSIOX L ECG zao BROOKWOOD z O WHITE OAKS rA d °� Z:) Ln _ VI U LU z FOX z w rnRY FARMS o �. 1�1 (n Ln J Brownsville zw F­ z � BROW• (rsi W 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 0 FOR THE POOL DOME a c 6. LOR FOR QUICKSTART TENNIS COURTS N IT 7. SDP 2015-00056 MINOR SITE PLAN AMENDMENT FOR PARKING LOT RENOVATION 8. SDP 2018-00077 MINOR SITE PLAN AMENDMENT FOR ATHLETIC FIELD LIGHTING SCALE: 1" = 100' BUILDING CODE NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLL CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x131. 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACED. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 SITE PLAN 4 SITE PLAN 5 GRADING & UTILITY PLAN 6 NOTES AND DETAILS 0 TOTAL NUMBER OF SHEETS 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. LEGEND EDGE OF PAVEMENT CURB PROPOSED BUILDING PROPOSED ASPHALT PAVEMENT DITCH CENTERLINE PROPOSED EASEMENT, OWNERSHIP VARIOUS WITH EACH SHEET DRAINAGE PIPE BENCH MARK SIGN (!71- PROPOSED HANDICAP PARKING SPACE STRIPING zoo EXISTING CONTOUR zoo PROPOSED CONTOUR 506.71 TIC PROPOSED SPOT ELEVATI0N 506.2I 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 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT qz L9 Cn ti w M N (n M J � Q I 1� N C z Lb N 1--1 1 Ul > DC ZJ LU LU U O I --I = Q LU LU U LJJ = LLI Y U w LL O U��)1 Ul l­ - vJ Z W co W LL LL J U C: U) N 0 w J H- H H U w H- U w w a UU) JOB NO. 142103 SCALE 1"=100' SHEET NO. 1 6j0. ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES I" -` W ° CLAUD/US CROZET top I' 66315 A O 5Z9 1� rt+77 (j W \ I.I.= 663.35 F�� F1 111 r, General Construction Notes I ) .p p1 I' PARK/NC Qrr / I' EXISTING ACCESS TMP56A2-04-00-000A4 draw., mpern t accurately ai reflect from requirements Virginia e artmee m tf Where nation (VDancies occurnthe I AD,TOBE j ZONING: R-6 to any ion q p 9 V M n IMPROVED D8.3357, PG.512 E TING ALT 'Pt 1 Prior oft hectermit shlall any novemistin public right-of-way, including connection to an existing � � Fo G'R�w u \ SCOTT R. LINS'Z P 9 P P ( ) P Y Y P P Y P BASKETBALLC O 2. 2. All materials and construction methods shall conform to current specifications and standards of 0 - \ TO REMAIN U ic. No. 035791 _ \ VDOT unless otherwise noted. - - ---- L 3. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion -'.r '358.46' - 50 02 23 control plan and shall be installed prior to any clearing, grading or other construction. / --- - - _ _ ��0� /06/ OP 4. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. �-� �` _ _ S66°2737"E62 - _ HILL TO .=486.\(C NTEROF T J \ �`�SIONAL EGOS 5. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes I ❑ -' X )( 4 _ " \ \ of 3:1 or better are to be achieved. GOALPOST _ on. ALPOST 40 PUB / 6. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County � � I BaAeo c R W Found ---- - \ Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. I X I t 7 1 1 WATEREASEM T 7. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. WATER QU/ REAR YAR° - HEA.C.SA. 8. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. ❑ I MENT 35'92- TEN /S serencRue /"Z \ \ 9. 9. All excavation for underground pipe installation must comply with OSHA Standards for the � 0 .B.3440, G.1 I CO � 490 Construction Industry (29 CFR Part 1926). a 1 y:, .B. 3084P .146 ASPHALT X BASKETBALL 1486 .~. COURTS � 12+ POST X a I W o CLAUD/US CROZE1 \ Lj STING TREES o / \ / A N PARK/NC \ LU E REMO PIEOMONTREALdY" Q FiVE i .14 y Itsf/ j EXISTING ACCESS TMP56A2-04-0000044 MAHON, DAN/EL RA/NES, ALBERTALLEN HOLD/NGS �C roP- ( ALTO BE ZONING: R-6 a z ASHBYORJAN I OR BETTY TMP56A2-02-OB-02500 Nv.- 5.0 �4 / m M n IMPRO�ED \ 3357-PG.51� EXISTING AL w g T P56A2- B-0230 ON/NG: R-2 Q N Fo d � SIEVERS (C LU \ TMP56A2-'O2-OB-02100 C�N/ - B.563 , Og STRUCTURE \ 90 / / i - -Y 1 BASKETBALL C 0 TOMS,/ 0 /AN, THOMAS ZONING: R-2 � OB. 268, PG.559/ Iron I 1.5'x0.5'C � \� � \I I � � � - TO REMAIN � o J 1900 = / se NDWALL `� o - ZONING R-2 TMD6.3515 PG. / l W 358.46' N A2 02-OB 01700 DB 1862, PG.103 O _ _ _ _ - - - - - -' y _ - ON/NG.'R2 3 � �------- I � � � � � �----- - - - TION ASPHALT w > Z /' o _ �/-/�\ _ \ O o � d � I � zo a o 2976, PG.035 � PATHWAY TO BE I � a i c coALPosT Mon. / S 75 °2044"E 400.25' / � _ Found / /PIELOC ED 494 _ �` ry ALPOST / - XISTI FENCIN j Z i EM \T BED OI§HED LU se y, PICNIC rnR°SErsnCK WE A Pf AA /NV. /N-484.3'(4"PVC) SANS - SHELTIER H m INV./N=484.2'(8"PVC C.O. /NV. OUT=484.1' CONC DECK SAN a Ln \ / PORTION OBE co. �� W U- A�j O DRAIN, TYP. AB ON ro M o A4GONRA H EXISTING SAll SWRTO (� sEPrr A ti qARI& PICNIC SHELTER UR I �B�RELOCATED \ �� 0 /RI//NEMj�LER ! / TO BE REMOVED X' m EXISTING TREES WITH PHASE II TMP56A2-0-OB-01800 I TO BE REMOVED a �4 ! \ \ YARD DRAIN 98 �� ZON/N : R-2 I (TYPICAL) Ll EXISTI G EXISTING POOL TO YARD sA / , y I \6�pDB.51470 SANITARYSREMAIN LIEST Co E \I 1 I X �\L REMO5 m EXISTING MANAGED a \ \ / O I SLOPES TO REMAIN I X LU N N A.C.S.A. 20' TOP=487. tJI i GRAIN \ H ct ao / \ / -SEWER EASEMENT /NV. / D.B. 925, PG. 585 I '-EASEJVIENT TO / �. j p \ ! o, \\ ` EXISTING GED SLOPES TO X L 4 YD Poo[ \ XISTING MMUNITY\ CEN ER TO BE \ _ - \ 478\ \D OLISHED \ \ I 480 L9 � LU ) 482 rI AND ". 484 �.. THE \ M rj RI I 488ECISTING CURIN PAVILION PAVILION FFE=497.75 FFE=494.02' MENT, SID W LPAVEAND Dp}RITO EXISTING EOVEDWTHINT S BATHHOUSET20' OBE MTOP=488. (N'7 7L Q AREA I DEMOLISHED rn\ INV �4 EX. TOT LOT J S / INV. /N=482_77' (8D ,, DROP MHJ / / I I I L� fP l PH /NV. 9N-47 '(8"Dl.OROP MHJ/ I \V w _ '�/,W r' W �V Iron CS �W N S 70 °0820"E 1952 O w _ Set I \ EXISTING WET I I I c p ° p �\ POND TO REMAIN 3 - - E IS IN BLDG I \ \\ 04 ABArorOr I I LEJ T B R M V Q SEP C W z TMP56A2-01-72 I EXISTING I w Q u PARCEL 'Al"U)/ CLA EX TING SE / FD / I N TO BE REM VED UGE \RAIL\ J h PARK, INC. iPL YG LO TO 0 J . m PARK, C. > D.B. 343-380 7 ES/DENCE D.B.1536-410(PLAT) I - I _ ELECTRICAL TMP56A2-01-72A w L LU m 10.731 ACRES I PANELS Y, KE/OR PARCEL 'B1" ZONING: RA -RURAL AREA EXISTING ENTRANCE CAUDIUSCROZET CHEE T I I I O Q \ ROAD AND PAVEMENT PARK, INC. 1 �n TO REMAIN D.B. 343-380 TMPS A 2- R 2' 0 I Er 8"ACSA D.13. 1536-410 (PLAT) X Z Y ON POND 0 I I \ I WATERLINE 1'1'. 665ACRES < . ZON/NG� R-2 � ,,�.�// -- X _ L.L DB.4057, PG. 16 EXISTING CURBING, ZONING: RA -RURAL AREA Q \ I 1 WATERELEVATION=480.9' I \ PAVEMENT, AND \ Z = Q Z I SIDEWALK TO BE I o a X X C) Z S �I �',, A THIS AREA O X 0 v ' S I Zo O TOP-4a .4' REMOVED WITHIN / EXISTING BIOFI ERS I I j x\ W UN WSTRU -o0 8 ll Y � /NV IN 765'(FROM NJ � �Q W � Q CV. /N-4766.4' OM WJ \ / CONSTRUCTED ITH I A iil CV. OUf 476.4' EXISTING \ 5 9 i- A.C.SA.20' WATER _ _ I DERDRAI EASEMENT �,P / 5 O I I SYSTEM � op D.B. 3440, Pc.1 � I ES/DENC T II I I 1 \ \ G \� I I D.B. 3084 PG. 146 GRq / O / -� x� Gp�p O O I cn 9� lu a I U1U) V EXISTING WP0\r BUFFER \ \\ X �r WHITE, REBECCA OR `I A 4g0� LU ��/� Z KARL POMEROY `� I o \4� \ O EXISTING PARK J / / I 0� LU V / I-- TMP56A2-02-OC-0120 ro 48 s -� - -\ \4as\ \ \ \ \ \ ENTRANCE ROAD 490 9 �P lf1 ZONING: R-2 O GRASS / } / I X �QP� o x /NV, N- 74.8 EXISTING PR€SCR D \ OB.3879, PG.27 \Nv. 4.5' 1 v x / Q W - SLOPES TO RE AIN \ PLANTER W �- I I 4) a / J _ II \\ e EXISTING SECONDARY I I\ �j- I =O "B I (D U l .OUT4664' I ACCESS O PARK _ A ume ATTN ,5RvaaX LAIT O Iron _ ' � � x � II N 67 °DUGO T X \Q� Q� / a A 2536? W 59 02 -LU ASPH. DR F 8 D J SIGN- -- - - _ - _ _ �( /NV.=489.4' T/L/TY m l a B _ - - - - - X) X _ X sr'naF X e LDING gyp``LU BOARD X--7J(i�Otl7-- / ��,X/4 d (n o o _ WOODENFEN /N 6J °25'S6" W 532.0�6" X X JOB NO. MARTIN, ROBERT L /l/ OR PAULA K (n WALL / CC TMP5600-00-00-045A4 ASPH. i -„- - - - - - - - - - - - - - - „-„ ZONING:R-2 STONYPO/NTDES/GN/BUILD LLC / (STAPTEROUTE02O4 I \--_„_, - HIL ]THEWN , 192164 DB.O, PG.0 TMP5600-00-00-045A2 ASPH J W �_� o / GRAPHIC SCALE ) > se SCALE TOP=4684' ZONING: R2 STO YPO/NTDES/GN/BU/LDLLC C ASPH ' ' a4 a a� z JOHNSO INV. IN=461.5' O DB.5126, PG. /NV. OUT=461.4' a0 0 o ao eo 780 TMP56DOLOO-OO-00100 GRAVEL 00� �1 =40 TONYPO/NTDES/GN/BU/LD LLC A � TMP5600-00-0 ZONING: R-2 TMP56DO-00-00-00200 VE ORE ASPH. �488� CONC m \ ZONING: R SHEET NO. D8.4951, PG.170 ZONING: R-2 O /S, ALTER CLARENCEOR E D6.4NIN P ( IN FEET) D6.4951, PG.170 JOYCES LAYTON, PEGGYJ, TR STEE a TEL GRgMEL 2 1 inch = 40 ft. MP5 DO-00-00-00400 P R/VE i m Iron Found oyF 1\ EXISTING 6' ASPHALT PERIMETER TRAIL EXISTING STORMWATER MANAGEMENT POND 75'FRONTYAR9 SE784CHC/NE EXISTING 6' ASPHALT / PERIMETER TRAIL PROPOSED POOL EXPANSION PROPOSED RECREATION CENTER EXISTING LIMITS OF PROPERTY G RAP HfC--S1 30 60 ( IN FEET ) 1 inch = 30 ft. VDOT STD. CG-z CURBING WOODEN DUMPSTER ENCLOSURE ANDCONC. DUMPSTER PAD EXISTING GRASS AREA EXISTING EXISTING PICNIC AROUND POOL DECK ! SHELTER TO REMAIN EXISTING PICNIC SHELTER TO BE REMOVED WITH PHASE II EXISTING POOL AND CONCRETE DECK PARKING LOT DRIVE 6 V &I & V & E TO MATCHLINE- SEE SHEET 4 jf SCOTT IR. C-DLLINS U Lic. No. 035791 '°.no 02/06/23 ��SSIONAL �• " >! E I I PRO OSED VDO STD. CG-6 w Ln Ln g w a EXI TING FENCE d Q TO REMAIN U)iL .J. w > Z w p z 0 0 Z U-) Ul 0 x-x-x-x-x- i W (/) ti •' z ' DRIVE H m AISLE EXISTING ii ((n PAVILION W Lnn ��•;i.. EXISTI G POLE & 0 LIGHTS O Q REMAI (TYP.) m _ eus EXISTING EXISTING OO C� PAVILION PAVILION x-x- I I PARK ROAD (STATEROUTE1204) VAR. WIDTH PUSLIC R/W F EXISTING TREES TO REMAIN EXISTING OVERHEAD POWERLINETO REMAIN EXISTING EDGE OFPAVEMENT i,625' TO NEAREST INTERSECTION w 4 r4 \ N (D EXISTING ASPHALT f PARKING LOT TOTAL =46 SPACES 0 (') ti M CY) Q O W W Cy) � N � N U) W > J Lu Q Z J I —I J EXISTING GRASS > RECREATIONAL PLAYFIELDS LU 1--I OL9H Q . � J o z U Q -� w Y W LU F- N / 5 O 0 F- U Lu LLI ( n Cn J F- L JOf 75'FRONT YAROSE78gCHL/NE Q I o U 0 O X N -- w X X ------ G F- X � w o w n a � x-*-x-x--x-x-x-x-x- JOB NO. x-x-x-x-x-^-x-x-x 192164 SCALE 1 "=30' SHEET NO. 3 28o' SIGHT DISTANCE (STATE 4J 0' PUBLIC RZ- 1:1 11 Iron EXISTING & ASPHALT PERIMETER TRAIL O Q? CD ENTRANCE TO H A MEDI NOTE: NOTES: 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED 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. 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 THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE 3. 1Q REPRESENTS ONE PROPOSED PARKING SPACE. 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 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. B. ANY RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING 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 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. 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. 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 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 approved erosion control plan and shall be installed prior to any clearing, grading or other construction. SITE PLAN NOTES: 4. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 1. SEE SHEET 1 AND 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. 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. lesser slopes of 3: 1 or better are to be achieved. 3. ALL BUILDINGS (EXISTING AND PROPOSED STRUCTURES) WILL HAVE A SLAB ON GRADE FOUNDATION. 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 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 7. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic PROPOSED CONSTRUCTION. Control Devices. 6. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET 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). 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. 4. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE DEDICATED FOR PUBLIC USE. 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED 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. 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. \ EXISTIN \ SECONDAR \ ENTRANCETO \ CROZETPARK /ND/GO ROAD (STATEROUTE1233) 40'PUBL/CR/W -- - --------------- - GOALPOST AL POST ��--- I ------ 1 ASPHALT BASKETBALL COURTS PROPOSED ASPHALTf PARKING LOT PROPOSED POOL EXPANSION �x "EXISTING GRASS AREA AROUND POOL DECK EXISTING PICNIC SHELTER TO BE REMOVED WITH PHASE II EXISTING POOL AND CONCRETE DECK X NG ENN S BUR S X X EXISTING PICNIC SHELTERTO REMAIN I `I I� I EXISTIN 'ASPHALT PERIMETER TRAIL j Y I � W ry I I I I I PROPOSED VDO STD. CG-6 i I I BOARD - SEE SHEET 3 SCOTT /R. C'DLLINS'� Lic. No. 035791 p 02/06/23 4j :l=F Lc I W CA CA � \ N o LCID ti - - Cl? I � 00 N M Q � LOT 1 o W W N N N U) W > .__I _ I Ld Q J I -I J > ~ w z IIIIIIIIIIIIN ~, Q �-� L9 0 J W f gFENCE -- A Z < . Y W N C O w U �w�/ � I1_ (n I -I J ~� o W J U O N U w �J ~ 0 w w CDa Ln JOB NO. 192164 GRAP LIIC SCALE SCALE 0 15 30 60 120 1 "=30' SHEET NO. ( N FEET ) 4 1 in h = 30 ft. i I I I I I I I I I I I I I ADAIIIA TOMS, THOMAS TMP56A20' TMP56A2 O2-OB 01700 — — — ZONINI ZONING. R-2 D8.3515, D5.2976, P6.035 Mon. Found �I 2-04-00 — x MP56A2-000-000A4 ` I \ ZONING R-6 / I� n. OB 3357 PG 512 Fo (STATEROU 1233) 40'PUBL/CR/ o \LU CA CA \A\ N v — — — — — _ _ — — O I ❑ a I I � � TOT I I - � \•-� •_.i-._, q.. Pool I —478— _ 480 484482 — — — ' L9 PAV/LION PAVILION FFE=497.75 ` FFE=494.02' 0 6 `90 Cy") A _ z EX TOTLOT I N \ 4\ \ Q F I I / I I-� co J , A csw \ EXISTING /NV. N 47 �' /P ROP MHJ / � I IN OUT ' PARKING LOT— \ O LL.I I I I I= I I EXISTING \ W N PARKING LOT nn —M M—tLM M M M � M M C%J TMP56A201-72 PARCEL 'a1„ 'IA' _ w v � CLAUD/US CROZET PARK, INC. D.B. 343-380 ES/DENCE I I I D.B. 1536410(PLAT) \TMP 56A2-01-72A 10.731ACRES � PARCEL "61" \ \ Z > I —A w (\ x CHEE Y, KEIT I TMPSZAONY- IN2G: R ON� I I I I 1 �I • I I� \I I �_ \ \ 0 C� ZET ORS ZONINGRA - RURAL AREA ARK, INC. � x W L.PB.343-380 -00000EX. s AcsA D.B. 2 1Y536-410(PLAT) WATERLINE 66S O ZONINGf RA - RURAL AREA J08.4057, 1POND L II I WATERELEVAT/ON=480.9' � S XX X— Q 0 I X X—x 2 �II TOP 48�i.4' I I \ \ \ I - X / X / \ S S S S 1 --- - - - - - - - - - - - - - - IIINV,/N b76.5'I FROMW 1 - I ( JjjV NV. OU =476.4' \� III II 1 /- EX7NSION T EASEMENT WATER ES/DENC �' II I / II I D.B. 3084P 146 LU GRAB / ., /� �Uj I \ //�/ I � — \ r WHITEE OR \ �TEMPORARY GRASS Ul KARL POMEROY OVERFLOW PAP KING AREA 488 TMP56A2-02-OG01200 to 4 V� FOWFESTIIVALS/ FUTURE- / \49B Ld 2. To PARKING G EXPANSION AREA RVE48. / \ xI �ZON/NG. R-2 NvN cTaa Ld DB3879, PG, 76INV. -4484V Xx _ ♦ \ PLANTER l� I / / I I I d � C/) �g \ \ / � T6'FRpNTYARO SET@qCH[/N �— \\ sue\ \ \\ w A � J x 1 I I � � � TO -472.4 v OII A J \ I #eATnNG Q / Ts saovrr,�Rost:TaacRURe x ryCA G _Found ELD II E I �G \�, x _x aP O ---- ------------- I I aT I OR H c\ -- - - Set V' B D S/ N -,�__ X -- x I V.=489.4' T/L/TY d�� � w / K NE rn — = �� "/" g. ,-- ----- _ i X-- x.—x—X—CaREx—X—x—x— B LDING — — OODENFEN BOARD _ X — x-x X—DSUGO(d1F — Q�ee' / r MARTIN, ROB T L NOR PAULA K —\ 7711 -�y ..._._ �.- _ _. I 6"PVC — — / �\ p w TMP5600-00-00-045A4 ASPH.1 / / PARK ROAD / _ ?— w -- ---- - wgtL _ ZONING: R-2 w STONYPO/NTDES/GN/BU/LDLLC I I (STATERgUTE1204) I \ ` — w = w -- w w _ - --- - \ HILDERBR °' / VAR. W/OT PUBLIC W W JOB NO. OB.O, PGO TMP560Q00-00-045A2 P R/ - — Nv=4a91 / NATTKE �'TH 0 G SCOTT R. LINS� . No. 035791 — GOALPoST I F-x x x x . x x - _ - - 1 _ _ \ - - — P=So . I 0no� 02/06/23 v4 ALPoST I I x x - 1 OARD LATERONAL I k E\ rNCL \ S 10 \ on. r \ I I ! I u EA S ' WA TER ! x TE x I Found zo \ se'" YARDSe._ _ (STATE ROUTE 691) _ M I I ♦ 5�-C �7 I I EASB.EME T I TEN LS M WATER EA SEM T I \ . \�\5 ! I D.8. 344 G. 1 I x — CO TS _ _ - - 0 D \ \ 0 40' PUBLIC R ` D.B. 308 P .146 ASPHALT BASKETBALL _ 486 P� C ` I n COURTS \ x x 484 - M x—x� // \ PIEDMONT REALLY / I I PROPOSED RELOCATION CLAUDIUS CROZET \ d I MAHON,DAN/EL RAINES,ALBERTALLEN HOLD/NGSf1LC 1 OF8"D.LWATERLINE 1_ _ TOP= s38 ------------------------- ? / / / I W �'' PARK-0 w ASHBYORJAN I OR BETTY TMP56�-02 0B-02500 NV. - 5.0 I 3 I I / / I MP56A2-04-OQOOOA4 � S/Et/ERS TN�P56A B-0230 ZONING. R-2 — - µ — W '— W — W PAR K I N GT W W \ \i l / ¢ z / � EX1'AN 10 v v / ZONING. R 6 ��g/ - - -- - - - -- - - -- - - - _ OB3357 PG512 LU g 'Q- J STRUCTURE / I / I / - ---_ w n TMP5 2- 02100 B.563 , 609 ZON/ R 2 / OB.�3268, PG55 / i Sen + o n d DB.18 101 O / / / �_._-. v - - - _ — zz En w �� b I J \ \ I (n i - :II•• I O 0 -WATER zZ METER >O — PICNIC __—_— SHELTEROACSA WATER CONC DECK EASEME Ln PROPOSEDSANITAD.B.344 1 D.B308 P 146 ASPHALT x 03 SEWER MANH�In NEW 8" SEWERGUTE OCK, 0DEBORA R & EELOCATIONOF SEWER FOR PHASE II W AARONA 1 IRVINE LLER BUILDING/ / s I �i I I x / TMP56A2-OPROS Z Q -OB-01800 P ! / i / / / / 6"SE E a I \ 11 \ ZON/N : R-2 / / / _ / 5 / ATE A 1 I I m DB.5147, .470 / / / / A �/ �� w POOL FACILITY �x 0 .ACSA. 20' / / TOP t18 �✓ . ' : ' . �. I V I I / SEWER EASEMENT / / /NIA/ NV PROPOSEDSwM. I I o x / // BIO'F4LTER.AR�A A I � D.B. 925, PG. 585 =4 0' :\.�' ! / / EXISTINGALBE ARLE l / COUNTYWPO UFFER / �j II \ I� AND I I \ z"00 —/ 20s S / S / rTOP=488 LLL -� /I LNV. IN�78.8'Ale PH — /NV / 482 7' A I I I o PROP 5 I RECREATIO TOP=a=46 ZONING: =S° STO a " INV. /N=461.5' � 08.5126, PG.635 YPO/NTDES/GN/BU/LDLLC ASPH „� ,�" — _ JD INV OUT=461.4' -�/ � � ova, TMP56D0-00-OQ0o100 TONYPOINTDESIGNBU/LDLLC GRAVA na$ TMP5600 GRAPHIC SCALE / /VE ZONING. R-2 T14P5-0G ZON � ASPH /\ SCALE ao sneiso -2 V— , R , DS.49 If �11DB.4951, PG170 JOYCES Lq yTON, PEGGYJ, TR STEE TEL GRAVEL \ MP5 OQOQ00-00400 PEGG YJ CLA YTON RE OCAB E P R/VE 4 / ` SHEET NO. \ ( IN FEET) ON/NG.• R-2 TRUST % 1 inch = 40 ft. .607, PG.034 TM .S 2" SM-9.5--� SURFACE COURSE 3" BM-25 — INTERMEDIATE COURSE 5" 21-A — BASE COURSE ASPHALT PAVING - TRAVELWAYS NO SCALE ^ SURFA r-E ASPHALT PAVING - PARKING SPACES NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT IlIllildhil ESUBBASE X. STONE / %/D % �/ % D / �� % COMPACTED S � /�// SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE 1'-0" (TYP) STEEL BOLLARD (INTERIOR) (TYP.) (SEE DETAIL 774IS SHEET) 5'-O" o h�- (TYP.) `1 1'-0" (TYP.) B PAINTED BRICK ENCLOSURE TO MATCH a PROPOSED BUILDING (8" WIDTH X N 7'-O" HEIGHT) A ° n STEEL BOLLARD (EXTERIOR) ° ° (TYP.) (SEE DETAIL THIS SHEET) 0 2,° 0' DUMPSTER GATE (SEE n° ° i DETAIL THIS SHEET) 45' CHAMFER ��7 DENOTES 8 C.Y. DUMPSTER 11 -4" 6'-0"(L) X 5'-6"(W) X 6'-8"(H) LAYOUT IL A (2 PER DUMPSTER PAD) NOTE: BROOM FINISH fi x6" W2.1xW2.1 WELDED WIRE REINFORCEMENT L2" 7" CLASS A3 CONC. 7" 21A STONE . COMPACTED SUBBASE DETAIL CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON -SITE GE07ECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. 2 a 2 10' - 6� a " 1x6x6 7REA726 BOARDS I -BOLTED TO IRON FRAME STEEL BOLLARD a )l(SE (T (EXTER DETAIL THIS o SHEET) J2x2x3/16 Y '� � � � CANE BOOT ANGLE IRON) F LJ FRAME DETAIL - DUMPSTER GATE DETAIL — DUMPSTER AREA NOT TO SCALE Ifft OF F4t6- " R CURB an °13" °n a 1' - 1 6" ' 2' STANDARD CG-6 CURB & GUTTER NO SCALE 7" VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. —12" REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER - GREEN PARKING WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - ` WHITE TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN VAN ACCESSIBLE" PARKING SPACES ACCESSIBLE PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW L z � GALVANIZED "U" CHANNEL POST O N 710 0 w O D O o VDOT A3 GENERAL C/L POINT OF ~N CONCRETE FINISHED GRADE ow � TOPSOIL AND SEED 3r1 3t1 n EXIST. GROUND 114":1' 1/4 EXIST. GROUND 0 00� moo \\YIN \ ��\\��\\ ,\� v/\\/�\//\\//�/// N EXIST. GROUND TRAVEL LANE TRAVEL LANE EXIST. GROUND ✓\, �\\\\\ �\ \may\\ \,\\,\\ \\ ( ) ( ) 4„ MIN. ACCESS ROAD TO HILL TOP STREET 11w771w1,NZ1 T NO SCALE HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES (VARIABLE WIDTH) (5' MIN.) n" CAA n G Ann"AI T 8" 21—A STONE BASE ASPHALT PEDESTRIAN TRAIL NO SCALE NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE 3000 Psi (5' MIN.) AT 28 DAYS OR STRONGER. 4" CONC.� �— 4" 21—A STONE BASE CONCRETE SIDEWALK NO SCALE MIN. 22'X20' CONCRETE DUMPSTER PAD 7" THICK - 3000 PSI CONCRETE " COMPACTED 21B STONE BASE CONCRETE DUMPSTER PAD DETAIL NO SCALE STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCA77ON (VAN) LOCA77ON FACE OF CURB BUMPER BLOCK PAIN PAINTED PER VDOT SPEC. TRIPE ACCESSIBLE SPACES HANDICAP SPACE DETAIL NO SCALE N07E HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS \— PAVEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED ADO PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS 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. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR S TABILIZA T70N MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. B. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTI0N INDUSTRY (29 CFR PART 1926) Lic. No. 035791,a 02/06/23 44 NJ M M m N 4 M i N O N N Q Lu J J Lu O J U i Y H Lu Lu U) Lu 0 O O N L_J w J F u O Lu w d Ln JOB NO. 192164 SCALE AS SHOWN SHEET NO. 6 PAVEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED ADO PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS 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. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR S TABILIZA T70N MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. B. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTI0N INDUSTRY (29 CFR PART 1926) Lic. No. 035791,a 02/06/23 44 NJ M M m N 4 M i N O N N Q Lu J J Lu O J U i Y H Lu Lu U) Lu 0 O O N L_J w J F u O Lu w d Ln JOB NO. 192164 SCALE AS SHOWN SHEET NO. 6