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HomeMy WebLinkAboutSDP202000041 Plan - Other (not approved) 2020-04-20GENERAL NOTES 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 & 72A ZONING: RURAL AREA WITH SPECIAL USE PERMIT (SP-95-43). PROFFERS: SEE ALBEMARLE COUNTY PLANNING DEPARTMENT LETTER FOR APPROVED SPECIAL USE PERMIT SP- 95- 43, PROJECT AREA: 10.73 AC. 56A2-01-72 11.67 AC. 65A2-01-72A 22.40 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 ELEVA TION= 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. WA TERSHED: PROJECT SITE IS L OCA TED WITHIN THE SOUTH RI VANNA WATER RI VERSHED. 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: CONSTRUCTION OF A COMMUNITY RECREATION FACILITY, INCLUDING EXERCISE AREA & COMMUNITY MEETING ROOM. (INCLUDES THE REMOVAL OF THE EXISTING COMMUNITY CENTS BUILDING AND POOL BA THOUSE). PHASE I - 34,200 +/- GSF (INC. 20,250 EXERCISE AREA & 1,620 MEETING ROOM) PHASE // (FUTURE) - 8 LANE INDOOR POOL (12,600 SF) SI TE ACCESS: ACCESS TO THE PROPERTY AND RECREA TION CENTER IS FROM PARK ROAD, WI TH A SECOND ACCESS POINT ON PARK ROAD AND ANOTHER ACCESS FROM HILL TOP STREET. S TEEP SL OPES: 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 I WILL INCLUDE THE RECREATION FACILITY AND PARKING LOT IMPROVEMENTS. PHASE ll WILL INCLUDE THE INDOOR POOL ADDITION. 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 & 5TA TE DAM BREAK INUNDA TION ZONES PER COUNTY GIS DA TA. 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. ESTIMA TED EMPLOYEES: IT IS ANTICIPA TED THA T APPROXIMA TEL Y 25 EMPLOYEES WILL BE NEEDED A T 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. IMPERVIOUS AREAS: BUILDING- _ Sf SIDEWALK- _ Sf PA VEMENT- _ Sf TOTAL _____ Sf PARKING REQUIRED: FACILI TY BASIS FOR CALCULA TION REQUIRED PARKING SPACES BASEBALL FIELDS A,B,&C 3 FIELDS @ 20 SPACES/FIELD 60 SPACES SWIMMING POOL 4,838 SF WATER SURFACE 39 SPACES MAIN POOL @ 1/125 SF 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 4,811 SF @ 1 SPACE/75 SF PAVILIONS A & B 64 SPACES COMMUNITY BUILDING (DELETED WITH THIS PROJECT) (46 SPACES (REMOVED)) RECREA TION CENTER 20,250 SF @ 1 SPA CE/125 SF 162 SPA CES MEETING ROOM 1, 620 SF @ 1 SPACE/75 SF 22 SPACES TOTAL PARKING REQUIRED = 380 SPACES 107. REDUCTION FOR URBAN PARK = 380 SPACES - 38 SPACES = 342 SPACES PARKING PROVIDED: 292 SPACES SHARED PARKING (APPROVED COOPERATIVE PARKING AGREEMENT)= 50 SPACE REDUCTION NO TE: 1. ADDITIONAL AREA IS AVAILABLE FOR THE EXPANSION OF THE PARKING AND OVERFLOW PARKING FOR SPECIAL EVENTS. 2. THE PARKING CALCULATIONS DO NOT INCLUDE THE PHASE H INDOOR POOL EXPANSION. THE PARKING STUDY WILL BE REVISED PRIOR TO THE CONSTRUCTION OF THE PHASE H 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 RECREATION CENTER INITIAL SITE PLAN WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA -----I TOP_ _ _- --- 75 1 _' E _ _- -- --- - ---I I I Z I II II � I � I I I I I ❑ � I I RA/NES, ALBERT ALLEN 0R_'�ET7TY I I TOMS, KENT MAHON, DAN/EL ITMP56A2-02-OB-023Q0 a ADAJIAN, TMP56A2-02-OB-019011SHBYORJAN ZONING: R-2 I JOHNSON, SHAWN' THOMAS ZONING: R-2 MP56A2-02-OB-0170b OB.3515, SIEVERS M I �MP5,6A2-02-OB-02100 OB.3268, PG.559 WOR SHARON F I ' a ZONING: R-2 PG.313 L ZONING: R-2 ITMP56A2-02-OB-025 ZONING: R-2 DR2976, DB.1862, PG.101 OR4372 PG. 035 - - I _ S 75 °10,4 ' E 400.25' I I -- I I I I I I II I O I - I CLAUDIUS CROZ RK 1 / TMP56A2-04-00- 4 - ZONING: R-6 - - _ DB. .512 %xx-x-x__� I L-X X X X---j I � IGUTERSOCK, DEBORAH R & AARON POOL FACILITY ARTHUR-, /RVINEM/LLER ° 56A�1-02-OB-018001I11 12N/NG: R=2 .. - B.5147, IPG.470 O I ICREEL , TH F KE R MAR EJ S T 11P56A2-02 -00901 \ IZONING: R-2 DB.4057, PG.316 F WHITE, REBECCA '� OR KARL POMEROY . ❑ I I I I I I I I I DAILYSOUTH INVESTMENTS LLC TMP5600-00-00-057B3 ZONING: R-6 DB.5122, PG.723 ___-__ II D.B.1536-410(PLAT) 11.665 ACRES j x x X I / oo� I I O, � I - X / L _ ------ _ N_ 67'�5.56"JY.532_01-x-x � / r PARK ROAD i / H/LDERBRAND, MARTIN, ROBERT STONYPOINT WILL/AM L NOR PAULA K TMP DESIGN/BUILD �\ MATTHEW & ZONING- R-2 A4 LLC STONYPOINT DB.O, PG.O TMP5600-00-00-045A2 DESIGN/BUILD CLA ON, PEGG T STEE \ ZONING: R-2 LLC TPEGGYJ LA N RE Y D6.5126, PG.635 VOCABLE TR T TMR56D0-00-00-0 0 ZONING: R-2 STONY P / O R , WA TER T P5600-00-00- 00 EMBROi ( JOHN GRAPHIC SCALE DB.4951, PG.17 / /LD C ENCE OR ZONING.` R-2 T LIFE SATE LC YCES OB.461 G.4 T 56D0-0 - 0-00 00 J ZONIN ; 2 o0 0 0 oa 20o TM 5 0 0-00-0040 NELSO TMP56D0-00-00-00200 B.1861, .70 ONINGr R-2 JESS/C ZONING.- R-2 � i D .6 "IPG.034 TM 56D0-00-0 0 600 D6.4951, PG.170 � �- ZON/NG: - ( IN FEET ) DR-800- 1 inch 100 ft.-PG.517� - RECR TION CENTER 70 I TMP 56A2-01-72 PARCEL 'A1 " CLAUD/US CROZET ' PARK, INC. D.B. 343-380 D.B. 1536-410 (PLAT) PARKING LOT 10.731 ACRES I EXPANSION 11 I W I iI O I III � I -- TEMPORARYGRAVEL PARKING LOT IL II_ 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 15.4 AC (68.7%) TOTAL: 22.40 AC 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 SHEET LAYOUT SCALE: 1" = 100' TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) HEALTH/FITNESS CLUB - CODE 492 (34,200 SF FITNESS CENTER) ADT: N/A AM PEAK: 45 VPH (23 ENTER/ 22 EXIT) PM PEAK: n8 VPH (67 ENTER/ 51 EXIT) 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 SWM FACILITY WILL ALSO PROVIDE DETENTION FOR A PORTION OF THE IMPERVIOUS AREA. O C - 00 o° ° ' SNEAD, WILL/AM AORWANDAM TMP5600 00-00 05000 i ZONING: R-4 DB.3873, PG.291 / SHERRI S , JOHNSON °5600 00R ZON/ R-4-4 DB.4 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. EA WAYLAND PARK CK Crozet 491 PARKSIDE VILLAGE izoa Crazes Park t PARK VfEW � qiP eROOKWOOD HITE OAKS CORY FARMS Brownsville Tso 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 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 NOTES & DETAILS 6 TOTAL NUMBER OF SHEETS LEGEND EDGE OF PA VEMEN T CURB PROPOSED BUILDING PROPOSED ASPHALT PAVEMENT DITCH CENTERLINE PROPOSED EASEMENT, OWNERSHIP VARIOUS WITH EACH SHEET DRAINAGE PIPE BENCH MARK SIGN ( PROPOSED HANDICAP PARKING SPACE STRIPING 200 EXISTING CONTOUR 200 PROPOSED CONTOUR 506.77 rc 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX COUNTY DEFINED MANAGED STEEP SLOPES PRESERVED STEEP SLOPES TO BE IMPA C TED 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 4LLINS PN-0�SCOTT U Lic. No. 035791 04/20/20 �� o��SSIONAL Y�G W J z o 1__ CIO U Z z `U w M a O w Oz c J_ z 0 - LIJ 0 Za U WY z J LU V 1 J I` 1 uz LL U`j 1 z LU U z 0 I -I LU LU / LL ce U LU 0. O U LL < Uj N 0 LL U I --I w J LU J w w a Ln JOB NO. 142103 SCALE 1 =100' SHEET NO. 1 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES �, I Ul STOP TM �. 67 5 / ,p W CLAUD/US CROZET \ 6663 3y / ������ 1H r� General Construction Notes I p O PAR/(INC \ \ _ / �� C _�Q�� - EXISTING ACCESS TMP56A2-04-00-000A4 �oQ 1. Prior to any construction within any existing public right-of-way, including connection to any existing //GO/�Q,t}D �0� I V I ROADTO BE ZONING: R-6 TATERO road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as IMPROVED DB.3357 PG,512 , 123 i �� drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the M n. -' EXISTING AS HALT PUBL/CR/w ' �� \ SCOTT R. LLINS� requirements of the permit shall govern. N F0 - - BASKETBALL COURT ___ 2. 2. All materials and construction methods shall conform to current specifications and standards of y 9� - �- TO BE REMOVED � Lie. No. 035791,E VDOT unless otherwise noted. - _ _ 3. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion 5 358,46' - - S66 --- � zr - T_ _ 04 20 20 control plan and shall be installed prior to any clearing, grading or other construction. °273 26 - - - - OP-50 . ��� I 4. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. �H ET / 486.4'(C TER RUCTU p p ( ) y p - HILL TOP STREET I0NAL E 5. 5. The maximum allowable slope is 21 (horizontal: Where reasonably obtainable, lesser slopes I .r---- STATEROU \ of 3:1 or better are to be achieved. C X X x� - ( on. 6. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County I I \ BOARS ,40'PUBLIC R/-- Found Fou Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. I / X x S 7 °14'42° 10 WATER EASEMENT 7. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. „ 'A. WATER 0 494 EACSA A _ D 8. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. EASEMENT 92- - T H \ \ TENNIS 35'REAR YgRD SETBgCHL/NE 9. 9. All excavation for underground pipe installation must comply with OSHA Standards for the - D.B. 3440, PG. 1 I o 490 _4COTS - / Construction Industry (29 CFR Part 1926). ❑ D.B. 3084PG, 146 ASPHALT I I 8 - 10' \ X 48 _ --- BASKETBALL I I�I COURTS I 4g6� POST x X as4 - 000 w �� CLAUD/US CROZET \ I � � EXISTING TREES PARK/NC TO BE REMOVED I - v JOHNSON, SHAWN W z ti EXISTING ACCESS TMP56A2-04-00-000A4 I MAHOIV DAN/EL RAINES, ALBERTALLEN ORSHARONF (TYPICAL) i / c� TOP= 93.8 m I V I� � ROAD TO BE ZONING: R-6 \\ �- ASHBYOR JAN OR BETTY TMP56A2-02-OB-025001NV.= 5.0 IMPROVED m DB,3357 PG,512 g x / F n. - EXISTING ASPHAL SEVERS M TMP56A2-02-OB-02300 ZONING: R-2 (C I ti Fo z TMP56A2-02-OB-02100 ZONING: R-2 i DB.4372, PG373 STRUCTUREI 4 \ 90 j / � 0 - _ - BASKETBALL COUR p TOMS, KENT / Iron 1.5' x 0.5' C �I I po I TO BE REMOVED m J/AN, THOMAS TMP56A2-02-OB-01900 ZONING.' R-2 OB.3268, PG.559 i Se I � NDWALL `) I Cp ► - � -------- --- - A2-02-OB-01700 DB,1862, PG. O _ - - - x- - 358.46' - � W ZONING: R-2 / / / - - - - �� - - U z ZONING: R-2 I J DB.3515, PG.313 - - - PORTION OF ASPHALT w Q a , �� x ; O p .2976, PG.035 � S 75°10'44"E400.2 PATHWAY TO BE 494� - � I Mon. Found RELOCATED - EXISTING FENCING j - TO BE DEMOLISHED I H a I ----- „�nrm \ F/ TE Q _ TOP 4 IC SH-- - - 35 REAR YARD SETBACK LINE - /NV. /N=484.3'(4"PVCJ S x - 0 �- - - /NV. /N=484.2' (8"PVCJ I /NV. OUT=484.1' •. °' CONC •DFCiG PORTION OF THE - - f :. sAN j' \ N W GUTERBOCK, EXISTING SAN. SWR TO DRAIN, TYP. CO AB DONED N M Ce DEBORAHR& � � BE RELOCATED SEPTA ANK AARONARTHUR I i I PICNIC SHELTER W / TO BE REMOVED IRVINE MIL LER ! EXISTING TREES 0 w� O x z WITH PHASE II I d TMP56A2-02-OB-01800 �� / / - TO B E REMOVED ((11 u a 9 0 ZONING. R2 ` TYPICAL U'Ym D D AIN ( ) ITARY G EXISTING POOL TO (YD), SA SAN DB,5147, PG. 470 j / SANITARY SEW REMAIN 6, C..0 x = - LINES T BE- x cJ REMO I A A L� N ►'ARD EXISTING MANAGED o _ 1 rn SLOPES TO REMAIN x w A. C.S.A.20' TOP-487.0' DRAIN I \� / Q o SEWER EASEMENT /NV. /N=4800' - (T 1 P) O I \ A 1� 0 D.B. 925, PG. 585 INV ONT 480.0' - - - - - I � EASEMENT TO o � I � � BE REMOVED j EXISTING MANAGED \ a / SLOPES TO REMAIN I � TOT POOL � I EXISTING COMMUNITY - TA VIL ION CENTER TO BE \ � -� DEMOLISHED 478LU 480 7- TREES I � Y . I I � �; W 482 AND � Y Q ` 484 IUj BRUSH Z:) N 1 / / ✓ EXISTING CURBING` PAVILION FFTA E=VILION ' 488 I FFE-497° 75 / PAVEMENT, SIDEWALK; N V 1 BUS n \ 20 / AND DUMPSTER TO BE EXISTING csw IS BATHHOUSE TO BE '-/ I � REMOVED WITHIN THIS „ TOP=488.�T-' � AREA � DEMOLISHED °' EX. TOTLOT S � � /NV. 1N�478,8'(8"PVCJ � _ � /NV. 11V=482. 7' (8'DDROP MH) INV. JN=478.7' (8'DIP, DROP MH) 10 CSW /IV,V OUT=478.5' Iron CSW (� �� /fin 0 °0820 ��, Set � I \ � � �� EXISTING WET - / l�, POND TO REMAIN I 3 _ EXISTING BLDG' ABANDONED TO B REMOVED , �� I SEPTIC TANK � � LLJ I „ 1� W > oC p_ TMP 56A2-01-72 \ - ARD i L1� LU / C EXISTING _j J PARCEL 'A1" TANK I O BE REMOVED UGE _ _ PLAYGROUND/ITO RA,L J CLAUD/US CROZET __ o U LOTTO BE-REMUVBD > O PARIT INC. Z / V D.B. 343-380 �` �.Ur l D. 1536-410 (PLAT) �� ECE�r TMP 56A2-01-72A w U W ESIDENCE PARCEL "51 " U 0 CHEELY, KE/TH OR 10J31ACRES EXISTING TREE EXISTING ENTRANCE CLAUDIUS CROZET x z m I I ZONING,' RA -RURAL AREA � - - '' 6AYEJENSON to I TO BE MOVED ROAD AND PAVEMENT PARK, INC. O 0 MARY (TY CAL) TO EX.8°ACC REMAIN D.3 1536-4108PLAT X J O Z I --I IMPS p2-OC-00900 WA 11.665ACRES ZONING: R-2 POND a DB.4057, PG.316 � � EXISTING CURBING, I ZONING: RA - RURAL AREA X < � I PAVEMENT AND = WATER EL - EVATI \ ON 480.9' I I \ \ , � Z SIDEWALK TO BE o 0 X X U W _ 20' O i� ID S O TOP=48.4' REMOVED WITHIN Q - - - INV. /N=176.5'(FROMN) EXISTING BIOFILTERS N - I� �� � THIS AREA Ii /NV, 1N=476.5'(FROMW) r � CONSTRUCTED WITH �iM � � X INV. OUT=476.4' EXISTING WPOzoiS 00089 TO 0 / 1 UNDERDRAIN BE REMOVED WITH THE EASEMENT WATER `� �� W i•• j 0 �L.Lj f o O SYSTEM TO BE PROPOSED EXPANSION D°B. 3440, PG.1 ' ce Z ES/DENC I REMOVED N D.B. 3084 PG. 146 GR O � AS O lu Ul ce V) V EXISTING WPO ---- � � Z o - - - BUFFER a 0LU < Z \ / WHITE, REBECCA OR 4s ', / � I � KARL POMEROY \ T 48gw \ GRASS \ / ��/ � - / MP56A2-02-OC-01200 � EXISTING PARK ag01 \ ENTRANCE ROAD 8 TO 48 .5' 6 \ i �Qx� a (%� X ZONING: R-2 � O � -� � � � /NV, N= 74.8 �- EXISTING PRESER D 4 I DB,3879, PG,276 �/NV-474°s' „ � � x � � � � \ SLOPES TO RE AIN 84 x ---- \F PLANTER ��� 75'FRON7 YARD SETBACH LINE � w O CO I i x x / I �4s, \ U Q Q � I J TOP=472. ' \ O o �� EXISTING SECONDARY A / X uIB /N • / - (� ��, \ �� ACCESS TO PARK ) ,� G ATT/N POS � 75'FRONT YARD SETBACKL/NE A E 0 O --- r Iron \ --- ------ --------- " Found ( I 11 � ® - - ELD ����� �J� o I - - `� 0 1 \ I �/ _ / \ /L - DUGO T Q`�\� 1p w N 67 °25'S6" 459,��, - - ��ASPH._ / I - -x- F ---------- Set x 1 \I -- 1 �'� CMP - X /NV - I p DRIVE U � � - - w --- SIGN ----- 4894 B T/L/TY / X�=--- X- X scnaF XDINGG� 0 w - T --- _ 1 -- _ - - OODEN FEN /N 67 °25'S6" BOARD X / o�� \��c�`�� X-7Jll�GOUT- � MARTIN, ROBERT L /// OR PAULA K _ ----- o _ -x- 1, -- �� - -*- -.-_->---x-< �6"PVC - W532.0 ._„_, WALL ��� JOB NO. TMP5600-00-00-045A4 ---- - H / PARK ROAD c _ _,_x_,_x_x_x_x_x_HILDERBRAND, 142103 STONYPO/NTDES/GN BU/LDLLC ----- PARK \ - - - _x ZONING: R-2 / --- _ \ INV.-489.1' / MATTHEW & S - Iro DB,O, PG.O P5600-00-00-045A2 GRAPHIC SCALE -- ASPH --VAR. WIDTHPUBL/C-RR< w `� -� SCALE TOP-468.4' ZONING: R-2 STOIVYPO/NTDES/GN/BUILDLLC _________ASPH --- �� �`� o ! Se JOHNSO - , INV. 1N-461.5' O DB.5126, PG. 635 ° o0 rr GRAVEL - --- TMP5600-00-0 1 40 INV. OUT=461.4' ° TMP56D0-00-00-00100 STONYPO/NT DES/GN/BU/LDLLC /VE m ZONING: R-2 TMP56DO-00-00-00200 --- ASPS ASPH 486 CONC ZONING: R DB. 4951, PG.170 ZONING: R-2 i7/O R/S, WAL TER CLARENCE OR E \ DB, 4973, P SHEET NO. ( IN FEET) DB.4951, PG.170 JOYCES ° TEL GRAVEL 2 LAYTON, PEGGYJ, TRUSTEE/ i 1 inch = 40 ft. � % P TMP56DO-00-00-00400 R/VE _ l � ` - I >L , � 11�►� I � ,ham � I�� `��� �r �� `�v "A lE Iron Founu 0 I I I I I oy� MARTIN, ROBERT L /// OR PALILA K TMP5600-00-00-045A4 ZONING: R-2 DB.0, PG.0 35' REAR YARD SETBACK LINE - ' PROPOSED 6' ASPHALT TRAILWAY EXISTING 6' ASPHALT PERIMETER TRAIL i i i TMP 56A2-01-72 PARCEL 'Al " CLAUD/US CROZET PARK, INC. D.B. 343-380 D.B. 1536-410 (PLAT) 10.731 ACRES EXISTING STORMWATER MANAGEMENT POND 75'FRONT YARD SETBACK L/NE EXISTING GRASS AREA I SHELTER TO i MATCHLINE- SEE SHEET 4 AROUND POOL DECK REMAIN \ J S, I 24' DRIVE EXISTING PICNIC AISLE SHELTER TO BE PROPOSED 6' REMOVED WITH CONCRETE SIDEWALK PHASE II------------- m I EXISTING POOL AND CONCRETE j PROPOSED DECK VDOT STD. CG 6 PROPOSED VDOT STD. CG-2 I ,-PROPOSED ASPHALT �/ PARKING LOT TOTAL =38 SPACES T18' MIN. 24'DRIVE 18' MIN. (TYP.) AISLE (TYP.) EXISTING FENCE TO REMAIN P OPOSED D NCRETE POOL Lx—x—x—x—x—x—x—k—x—x—xx—x—xx—x—x x—x—x x—x—x_ e I £ EXISTING POLE & LIGHT TO BE RELOCATED BEHIND SIDEWALK EXISTING ` PAVILION PHASE I - PROPOSED POOL PROPOSED 8' ENTRANCE £° CONCRETE SIDEWALKEXISTING POLE & PROPOSED 6' PROPOSED FLUSH WITH PAVEMEN LIGHTS TO CONCRETE SIDEWALK RECREATION REM FLUSH WITH PAVEMENT _ REMAIN (TYP.) CENTER + Bus EXISTING 3� ti5R ?sR �co t L PAVILION TYP. j w CONCRETE DSIDEWALK � J "-' EXISTING ISLAND N Q TO REMAIN (TYP.) ROPOSED STRIPING FORPEDESTRIAN CROSSING �LI 2R " EXISTING POLE & _ EXISTING POLE _&_ LIGHT TO BE LIGHTSTO RELOCATED INTO - REMAIN (TYP.) D AN - }— 1 I EXISTING PARKING LOT 3T TO REMAIN, MILL/OVERLAY EXISTING PAVEMENT 16' 0 0 EXISTING POLE &LIGHT TOTAL= SPACES m BE IN RELOCATED 34 CONCROETEE SIDEWALK POSED 8' PROPOSED GRASS � BEHIND SIDEWALK - \\ RECREATION AREA : - - PROPOSED 6' _ 1?' EXISTING CONCRETE SIDEWALK 26' DRIVE 16' MIN. 24' DRIVE 18'-MIN.- I 18' MIN-. 24' DRIVE 18 MII CONCESSION STAND AISLE AISLE TYP. TYP. AISLE TYP. p TO REMAIN 16' MIN. (TYP.) (TYP.) (TYP.) • 60 - PROPOSED w w VDOT STD. CG 2 CY � PROPOSED GRASS Q ISLAND Q N N 11 -�P MIN. PROPOSED DUMPSTER ' + z 32 (TYP.) + WITH 12'x20' CONCRETE PAD, SEE DETAIL SHEET6 °° ~ z a PROPOSED STD CG 2 ROPOSED ASPHALT VDOT w 24' DRIVE% PARKING LOT O AISLE &' 80 ~ TOTAL =34 SPACES EXISTING TREES ti Lu TO REMAIN PROPOSED 2' PARKING ry � ROPOSED ASPHALT --PROPOSED PARKING LOT GRASS OVERHANG (TYP.) VDOT STD. CG-6 Q TOTAL =g1 SPACES w - z ^ 2' ' DRIVE 18' MIN. 18' MIN. 2 'DRIVE 16' MI - } �7 AISLE (TYP.) (TYP.) AISLE ao t Lu j EXISTING z� ZR iR OVERHEAD s- R S titi POWERLINE TO s PROPOSED GRAVEL w REMAIN TERFLOW PARKING LOT C)� TOTAL =42 SPACES -, Q N EXISTING EDGE I I I I I I I I I I I I I I I I I T 5� -�� �� ,,�2, OF PAVEMENT -------------- EXISTING EDGE OFPAVEMENT -------------- EXISTING 6' ASPHALT EXISTING _ / PERIMETER TRAIL EXISTING SECONDARY EXISTING LIMITS OF ENTRANCE TO ENTRANCE TO ------------- ----- -- PROPERTY CROZETPARK - - ---------- -- - - - - --CROZETPARK - - ---- - --------------- ---- --- ------- f - ---- ----- ------------ - _ - ---- -- -------------------- i011 T STONYPD/NT DES/GN/BUILD LLC TMP5600-00-00-045A2 30 0 ZONING: R-2 DS 5126, PG. 635 ompwk ---------------------------------------- GRAPHI--------- 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. STON YPOINT DESIGN/BUILD L L C TMP56DO-00-00-00100 ZONING: R-2 DB.4951, PG.170 PARK ROAD (STATE ROUTE 1204) VAR_ WIDTH PUBLIC R/W ------------------- STONYPO/NT DES/GN/BU/LD Li TMP56DO-00-00-00200 ZONING: R-2 D3.4951, PG.170 101 0 ---------------- 1,625' TO NEAREST INTERSECTION (HIGH -STREET) - - - -------------..._ fI SCOTT R. COLLINS'Z Lic. No. 035791,E �0���� ZONAL E z O F- m \/ ZU Z V) Q Lu O z Lu O Ln J K—x—x x—x— ­�xtx—ix U Q EXISTING PAVILION EXISTING ASPHALT 1 PARKING LOT TOTAL=46SPACES EXISTING GRASS RECREATIONAL PLAYFIELDS .. X —x—x—x (3 TMP 56A2-01-72A PARCEL "B1 " CLAUDIUS CROZET PARK, INC. D.B. 343-380 D.B. 1536-410 (PLAT) 11.665 ACRES O 75' FRONT YARD SETBACK LINE /\ X —x—x—x—x—on x—x— x—x—X-x—x—x—x—x N` z W Lu z N M i O W N L J_ Z U) w U _j 0 Q z U Lu ulU) Lu ZLu � U) Jw L.L O N z Lu VJ Q H� z I --I LL Lu z Lu U z z 0 Q Q w Lu V) U Lu I..I� LL Q Lu N 0 LL U () I --I D Lu J H Lu In u J w w U) JOB NO. 142103 SCALE 1 "=30' SHEET NO. 3 -------------------------------- HILL TOPS TREET (STATE ROUTE 691 28o' SIGHT DISTANCE 40' PUBLIC R/---w i I N C LIMITS OF PROPOSED MILL/OVERLAY, SEE DETAIL, SHEET 6 RAINES, ALBERTALLEN OR JOHNSON, SHOWN W OR MAHON, DANIEL ASHBY OR BETTY I SHARON F < JAN SIEVERS M I TMP56A2-02-OB-02300 TMP56A2-02-03-02500 TMP56A2-02-08-02100 ZONING: R-2 I ZONING.- R-2 ZONING: R-2 I DB.3268, PG.559 DB.4372 PG.373 ' D5.1862, PG.101 I 35' R D SETBACK LINE ----- EXISTING 6' ASPHALT PERIMETER TRAIL W 42 �o N -0- ound -- - Found EXISTING �- ACCESS GATE TO ?s� BE MODIFIED - - FO ACC SS ROAD PROPOSED �G-2 PROPOSED - MODIFICATIONS TO EXISTING EMERGENCY ACCESS ROAD NOTE: NOTES: 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED I 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. 3. 1Q REPRESENTS ONE PROPOSED PARKING SPACE. NURSERYMEN'S ASSOCIATION THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE 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. 8. 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: 1. 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 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 THE FIRE MARSHALL's OFFICE TO DETERMINE THE LOCATION. \ I CLAUD/US CROZET PAR/( /NC \ \ TMP56A2-04-00-000A4 / ZONING.- R-6 D5,3357, PG.512 M n. 24 DRIVE FO\ - J �� PROPOSED 6'-8' BLACK AND/GO ROAD AISLE - - VINYL CHAIN -LINK FENCE TO BE INSTALLED �STATEROUTE- \ 1233) -- 1 � AROUN�S _ _ 40 PUBL/CR/W _ ----------- PROPOSED6'ASPHAL I TRAILWAY I x I � PROPOSED7' ROPOS KETBA XIS 35' REAR YARD SETBACK L/NE S CONCRETE SIDEWALK OUR SNN i x i X x % ..m K v X X x Zo' DRIVE 18' MIN. AISLE PROPOSED 2' PARKING GRASS OVERHANG (TYP.) 5-- PRO OSE � \ EXISTING 6' ASPHALT I m asp C -6 PERIMETER TRAIL j 3;p - PROPOSED ui PROPOSED ASPHALT PROPOSED CG-9D ACG-12 CONC.. RAMP (TYP.) j w 0 U Q f PARKING LOT TOTAL = SPACES �- R Iron o 44 i Set a°� j PRO OSE 14 TY I CG-2 PROPOSED ACCESS TO SWM FACILITY b I PROPOSED 6'ASPHALT TRAILWAY f EXISTING GRASS AREA XISTING PICNIC AROUND POOL DECK SHELTER TO REMAIN ° 24' DRIVE EXISTING PICNIC AISLE SHELTER TO BE PROPOSED 6' REMOVED WITH CONCRETE SIDEWALK PHASE II 10 EXISTING POOL AND CONCRETE ' DECK .� PROPOSED VDOT STD. CG-2 m ::e ROPOSED ASPHALT PARKING LOT TOTAL =38 SPACES I X \ I PROPOSED T VDOT STD. CG-6 BFENCE MATCHLINE- SEE SHEET 3 30 0 LOT 1 gFENCE GRAPHIC SCALE 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 er SCOTT R. COLLINS'­Z� Lic. No. 035791,E ��SSIONAL E��Z z O m ZU Z V) Q LU Lj a O z w O H � � J LU Q z W Ce LUCn � t'MJ Z "' N M i W N WQ > L Z J_ w L9 0 Z= U LU UlU) LU Z� Cn J� 0 Q N z Q LU H� H� z I --I LL LU z w U z z 0 Q I..L Q W W ~ V) U Lw I..I� LL LU N 0 LL U V D w LU H � J w w a U0 JOB NO. 142103 SCALE 1 "=30' SHEET NO. 4 � I TMP56A2-04-00-000A4 I ZONING: R-6 - I DB.3357, PG.512 / Fo n' / \ / INDIGO ROAD �\�4Q Q (STATEROUTE1233) o� \ • - — I X X X X X X El F- x / -484 (C NTER OF RUCTU J _ _ I I I I RD 6. I I A.CS.A. 20 I x x I HILL TOPS' On. o Fou \ Found :EASEMENT '' PUN IS 35'REgRY—HC/NE _ �_ (STATE ROUTE 691) M M 10 WATER EASEM T I I �� �CD �j�i D.6. 34 , P . 1 I COURTS 40' PUBLIC RR1 El `, _ w �___, 5�` `` ! D.B.30 4P 146 A T — 4 _ — — — T HEA.C.S.A. \ / I BA B I ' ��� ; I I — 486 - �— C.M� I O S x PROPOSED DRAINAGE x i / r IF i UTFAL FOR POOL DECK j / 484 — p n PROPOS X X X YA96DRAIiJ� X I PO T o FIRE HYD NT JOHNSON SHAWN W I I - / / I CLAUD/US CROZET PR POS IL RA CAT ON ( p I PAR/(/NC O 8" D.I. WA ERLI E MAHON, DAN/EL RAINES, ALBERTALLEN I OR SHARON F TOP-493.8 m -1 ASHBY OR JAN I OR BETTY I TMP56A2-02-OB-02500 /NV =4�55. 0 I I Q / / I I I TMP56A2-04-00-000A4 p SIEVERS M TMP56A2-02-OB-02300 % ZONING: R-2 Q9 STRUCTURE ----------------------------- o ZONING: R-6 I TMP56A2-02-OB-02100 ZONING - R 2 OB 4372 PG 373 4R. TSCLINS -Z Lie. No. 035791 �d 04/20/20 `� '�SIONAL E�cA TOMS, (TENT I / / - i Iron + � w w w w w w w w w w w w w w \ DRAINAGE SWALENTDYP.) / / / I I / I o n• � " j ~ � �B3357 PG_ .512 ADAJ/AN, THOMAS I TMP56A2-02-OB-01900 ZONING: R-2 DB.3268, PG.559 Set " ' - FL _ \ / TMP56A2-02-OB-01700 DB.1862, PG.101 y — ZONING: R-2 _" ,_,_,_._.._,_._._, ._"_._,_._,_._ ZONING: R-2 , PR o - CO - DB.3515, PG.313 °. , . ° .. ., PROPOSED z ' \�\ \ \ UTILITY EASEMENT DB.2976, PG.035 ;' Mon � � � � .� - .. , , � I v c=n OPOSED . Found _ / — �L w J - - METER z w . . � Fi rE O '— 35' REAR YARD SETBACK LINE - _ _ _ _-------- /0 ! PROPOSED SANITARY— �� / / SEWER GUTERBOCK, �, I DEBORAH R R NEW 8" SANITARY SEWER / ISOEWER FOR PHOASEOIF -' AARONARTHUR �� BUILDING / /Rl//NE MIL EER /-/ P SED TMP56A2-02-OB-01800 �! i / / / 6" SE ER ZONING: R-2 / / / �- 5 I / L TE AL DB.5147, PG. 470 / / PICNIC 5 : - o SHELTER I I -j J EG ♦ A.C.S.A.20 �/\ L Q CONC. DECK EASEMENT V J •• I I �\ \ � N D.B. 344 , P . 1 � z I N i l A T _D.B. 30 4 P . 14 N \ I . • t �. BA 3KITB POOL FACILITY I I / x 5 O A C ASAS 20'/0' _ _ SEWER EASEMENT / / 4 D.B. 925, PG. 585 PROPOSED SWIM GRASS / EXISTING ALBEMARLE SWALE- PRE-TREATMEN I / i COUNTY WPO BUFFER / ��� ' / AREA, I /// s i I % TREES AND KINQ LOT ANSION \ \ 1 x i TOT I I �. - - - - �•.-.-,-.- -, \ - -'- - - - \ 48 - - - - - / 4�8 / POOL PAV/LION \ + 49 — 478 — \` 480 — 482 484— — PA PAVILION Uj FFE=497.75 \ FFE=494.02' — / BU 205 RECR ATION EONTER Im c oo I c� csw x �--� S S INV. IN�78. '(8"PVC)/ / I� II I \ \\V `� . 6' EX. TOTLOT N V �. -� M ❑ v �� �� v I /NV. / -482. T (8'D/P, DROP MHJ \ � p pl I � � I \ \ :' � /NV. 1/N=478. T (8'�lP, DROP MH) � � � � I I A � , INV OUT=478.y5' � y I o� x ❑❑ \ \ \ � � CSW CSW _- v EXIST�-x - / PARKING LOT— o EXISTING N M M T M M m nPARKING LOT n ;Q TMP 56A2 01-72 v �ARDPARCEL 'A1 Rl CLAUD/US CROZET / W W Q <, PARK, INC. i _ � PROPOSED i8" RCP • � '' .. `, A � / A � p D. B. 343-380 ESIDENCE TMP 56A2-01-72A a z CULVERT FOR ACCESS ELECTRICAL I D.B. 1536 410 PLAT w PARCEL "B1 " i W 10.731 ACRES OVER THE SWALE I > m PANELS x W 4.,_ LLAUD/US CROZET w v CHEEK Y, KE/TH ' OR m I U, I I � ZONING. RA -RURAL AREA � I KING LOT I - 0 PARK, INC.---- MARYEJENSON I EXPA ION \ x Q �� . D.B. 343-380 Gy y� - EX. 8"ACSA D.B 1536-410 (PLAT)t Lu Z TMP56A2 02-OC-00900 I \ 1 ZONI NG: R 2 i �� WATERL/NE h 11.66� H c,RES POND � (n O I 1 O DB.4057, PG.316 I I �I A�� 'I t X ZONING: RA - RURAL AREA _ J �I WATER ELEVATION = 480.9' �w = �� \I 0 - 20' S s S �11 _ x— x— x—X Q TOP 48, 4' `_, 0 — --——————— — — — — —— T �I/NV.I/N-476.5(FROMN) x \ �� Uj z — I /NV, /N=476.5'(FROM W) PROPOSED WATER 1 2' CURB CUT AND �� x �A I tk v ' I II I I QUALITY SWALE DRAINAGE SWALE (TYP.) �p A.C.S.A. 20' WATER / �Q ` EASEMENT ��P U D.B. 3440, PG. 1 x G' D.B. 3084 PG. 146 � � C�LU ES/DENC I I GRAS G� W Z_ I x I -- , -- ��o + WHITE, REBECCA OR I I I _ \ _-_-- TEM ORARY GRAVEL KARL POMEROY I �I p _ — r� 488_, \ I _ \ \ I x 49 LU V TMP56A2-02-OC-01200 r� '� I � � _ — � � � PA R K I OT / / � o TO 48 .5_ ti x 4z LU I ZONING: fT 2 /NV, N= 74.8 � � � _ — � i i i i i i i i i i i i i i i i ( ` � � � � QQ�• LL DB.3879, PG.276 INV. X X , PLANTER — �/ / LU m I x � N 75'FRONT YgRD SETBgCHC/NEB—\ I I � o ��y s 4j w 0 TOP=472.� I o a II r�G V CAGE p�11— '6 PO� 75'FRONY/E Iron OU LIT 66.4'� O mound O 77 ---- - DUGO�T ��coQ� H� 0 — \ - - _. PI IG Set B D S N / DR/6 I w �x —TILITYo J I / - - -7L —x —X —h' �'•' —_ � � B i CORCX _ X _ B DING o��/ ���G� / BOARD X� — X — �5UG01/ — WOODEN FENCE — XJLU / —X —X — w MAR TIN, ROBERT L //l OR PAULA K " / — X = WLU --- — ASPH. PARK ROAD — — W --- ----- - -- ---"-" _ ���� W W 6„PVC TMP5600-00-00-045A4 - --- _ _ _ - - --,_x_._x _ ZONING: R-2 �n STONYPO/NTDES/GN/BU/LDLLC — 1 _--------� I / (STATE ROUTE 1204) I — — W w W - - - -"--F-"-----`-"-"-'-`-'- x-'-'-- -- - `�� LDERBR w WALL = �_H/ a DE.0, PG.0 TMP5600-00-00-045A2 ----- ------------ ------ -- VAR. W/OTHPUBL/CR/W _ i MATTHE Jog No INV. 468.4'.5' PH. -- + afro - `° � =se f- JO sro -------- _ �' 142103 NV IN=8.4' ZONING: R-2 NY POINT DES, GN/BUILD LLC---------�__ _ ASPH � ---- � a� a � — • DB.5126, PG.635 -- GRAVEc a �a$ ��� yF TMP5600 INV. OUT=461.4' GRAPHIC SCALE TMP56DO-00-00-00100 TONYPOINT DES/GN/BU/LD LLC VE o \ oryF SCALE ZONING: R-2 TMP56DO-00-00-00200 / ------ ASPH ASPH. CONC �\ ZO/V ZONING • R-2 rv10RR/S IN ROE 4 O 40 o I 20 4o so Aso OB.4951, PG.170 i DRIVE _ � —4s6- � � rr- I I A II 0 AL TER CLARE/VCE OR \ DB. 49 — I JOY CES �LAYTOIV, PEGGYJ, TRUSTEE / TEL L GRR�E i 1MP56D0-00-00-00400 m 4 SHEET No. � PEGGYJ CLAYTON RE OCAB E � ZONING: R-2 TRUST 5 DB.607, PG.034 IMPS D - - DB.4951, PG.170 ( IN FEET I inch = 40 ) ft. 2" SM-9.r SURFACE COURS 3" BM-25 INTERMEDIATE C( 5" 21-. BASE COURS COMPACTE SUBGRAD ASPHALT PAVING NO SCALE 2" SM-9.r SURFACE COURS TRAVELWAYS 8" 21-A hillhilhilhillhilhil BASE COURSE COMPACTED- SUBGRADE ASPHALT PAVING - PARKING SPACES NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT EX. STONE COMPACTED SUBBASE SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE 10'-0" -0'4'-0" '-0 , 1'-0" (TYP.) STEEL BOLLARD (INTERIOR) (TYP.) (SEE DETAIL THIS SHEET) 14 51_0. o (TYP.) $ $PAINTED BRICK ENCLOSURE TO MATCH A �j PROPOSED BUILDING (8" WIDTH X N 7'-0" HEIGHT) A STEEL BOLLARD (EXTERIOR) (TYP.) (SEE DETAIL THIS SHEET) O a2'a 0� DUMPSTER GATE (SEE a° DETAIL THIS SHEET) 45' CHAMFER DENOTES 8 C.Y. DUMPSTER 6'-0"(L) X 5'-6"(W) X 6'-8"(H) LAYOUT (2 PER DUMPSTER PAD) NOTE.BROOM FINISH 6"x6" W2.1xW2.1 WELDED �2„ WIRE REINFORCEMENT 7" CLASS A3 CONC. . j 7" 21A STONE COMPACTED SUBBASE DETAIL N CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON -SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. Z 10' - 6" 15 1 x6x6 TREA 7D BOARDS U BOL TED TO IRON FRAME .................. STEEL BOLLARD (EXTERIOR) (TYP.) (SE DETAIL THIS o SHEET) N 2x2x3/16 CANE BOOT ANGLE IRON e FRAME DETAIL N DUMPSTER GA TE DETAIL N DUMPSTER AREA NOT TO SCALE TOP OF --" CURB �4�. -7 X-2" R 6" f 7- - _ 6..L STANDARD CG-6 CURB & GU T TER NO SCALE 7" /DOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. CG-12 A I PERMISSIBLE CONST. 5' MIN. JDINT I A TRUNCATED DOMES SEE SHEET 1 OF 4 FOR DETAILS TANGENT PLAN STU. Cr-2 Z-O" 1 BACK OF CURB 12 : 1 48' 1 M zo 1 _ 4a&:1. z' MIN. SECTION A -A NOTE- FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1 OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB O 2 4 1 2 5 2 3 5 3 3 5 d 1 4 B S 5 10 6 7 14 7 1 13 15 & 1 15 15 NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. a JY Q 3 N N 0 UJ Ijjl Ij�I II II CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE ANO THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. )K `,K 2�MiN f AT X , 2" HIGHER THAN _ \1 EDGE OF PAVEMENT ATXCJK, SPME AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE REFEREE RE(I EREWE REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 592 20507 VIRGINIA DEPARTMENT OF TRANSPORTATICN NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE,4000PSI N PRECAST. IF CUURBRB HAVING A RADIUS OF 300 FEET DR LESS 4"3. (ALONG FACE OF CURB) WILL BE PAID FOR AS I�JI RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH•e-• AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM N�'• A' OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 15" A5 SHOWN. NO ADJUSTMESid NT INTHE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. ;e' • ;e' . 3. CG-2 15 TO BE USED ON ROADWAYS MEETING A' .;A, THE REQUIREMENTS FOR CG-B AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON OS URBAN STANDARDS. :e• 6• ;A, ;e' RADIUS is �•:! 6 n �A • D.; • D, SURF/ ;A • - ,A _ ,A • BASE SUBBA e ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED R SURFACE BASE SUBBASE CG-2 REFERENCE STANDARD 6" CURB ` - ROAD AND BRIDGE STANDARDS 105 REVISION DATE I SHEET 1 OF 1 502 VIRGINA DEPARTMENT OF TRANSPORTATION 201.01 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE --------------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 /Z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) )K MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPI'H OF THE EXISTING PAVEMENT TO BE ADJUSTED I'D ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING RE v 1vc)7 FOR WIDENING SUBJECT TO TF!AFFIC 303.02 1 VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 305 315 12"- REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER - GREEN PARKING WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - 00 - ` 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 O : 0 O W O:D m O W 0 O cc 1 O u� W Ln O GALVANIZED "U" CHANNEL POST VDOT A3 GENERAL CONCRETE TOPSOIL AND SEED 4" MIN. 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 EXIST. GROUND (VARIABLE WIDTH) (5' MIN.) 0 CAA- n 9Z A OLDLJ A l T ASPHAL T 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. 12'x20' CONCRETE DUMPSTER PAD 7" THICK - 3000 PSI CONCRETE �6" COMPACTED 21B STONE BASE CONCRETE DUMPSTER PAD DETAIL NO SCALE EXIST. GROUND CG-9B WIDTH OF CI ENTRANCE � � z � LIMITS OF PED. ACCESS ROUTE ® o LIMITS OF PED. ACCESS ROUTE %z WIDTH OF ENTRANCE UNPAVED SPACE NON -TRAVERSABLE -' UNPAVED SPACE c� SLOPE EXISTING OR PROPOSED EXPANSION JOINT r SIDEWALK OR SIDEWALK SPACE ENTRANCE Q L 2- D A J w U' ?I, EXPANSION JOINT w LIMITS OF PED. CCESS ROUTE ® o NON -TRAVERSABLE •' LIMITS OF PED. ACCESS ROUTE E w IApE L w CURB INCLUDED IN PEDESTRIAN ACCESS ROUTE DETAIL WITH & 'P p ENTRANCE GUTTER F WITHOUT UNPAVED SPACE as r w �V' Q Z w II ADDITIONAL RIGHT-OF-WAY IS REWIRED IF THE LIMITS J r OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND io �T FLOW LINE z EXISTING OR PROPOSED VDOT RI HT -OF WAY. I I o m e. w = F ENTRANCE WIDTH EXPANSION JOINT DESIRABLE MINIMUM 16' • �. . p, • t;. o ABSOLUTE MINIMUM 12' ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS 3 UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT 00 PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A , 0000 o0 o 00 , FACILITY THAT CAN BE APPROACHED, ENTERED AND o- EDGE OF PAVEMENT USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F-F C HALF PLAN 3F IF PEDESTRIAN ACCESS ROUTES ® ARE BEING 2.0 PROVIDED, A MINIMUM a' TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 2/. CROSS SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD .'�_ . p, • p PARABOLIC CG-3 OR CG-7, THE CURB FACE ON THIS UNPAVED SIDEWALK CURVE STANDARD IS TO BE ADJUSTED TO MATCH THE o o SPACE MOUNTABLE CURB CONFIGURATION. �o 67 V� 0: o NORMAL GUTTER ® ------ - ® SECTION E-E • e,� . p• • o. ' N• ' �' •o,o'bo oQo.go IIEOX TO 10% CHANGE _ 430 04o � CLASS oe�g4a ' o A3 (H.ESJ CONC. I Sfi,ao4 I 6" AGGR.BASE TYPE I SIZE 21B 6. ® POINT OF GRADE CHANGE 12% MAX. SLOPE 5'-0" FOR CURB AND GUTTER ONLY .. FOR SIDEWALK CURB AND GUTTER x 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS BUILT CONCURRENTLY o: 000 oo z a M SECTION C-C 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10'INTERVAL AND B % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D-D SPECIFICATION 1VDOT REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS 502 REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.02 :Z C/L POINT OF /-FINISHED GRADE 114":1' 1/4":1' (TRAVEL LANE) (TRAVEL LANE) EMERGENCY ACCESS ROAD NO SCALE EXIST. GROUND EXIST. GROUND PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBM/ T TED PRIOR TO THE PL A CEMEN T 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. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGM/LL 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 PUGM/LL 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 TREA TMEN T 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 DEPAR TMEN T OF TRANSPOR TA TION 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 WA Y. 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 VDOT 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: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 5. PA VED, RIP -RAP OR STAB/L/ZA TION MA T LINED DITCH MA Y 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 STAB/LAZE 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 /I/. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 016 SCOTT R. LLINS U Lic. No. 035791 � 04/20/20 �SSIONAL E�GZ 0 H I- Q o � N z ^J ui V I --I H� z I --I �1 LL W z W J U z < OW I --I 0 06 Q L�u (n LL W U ~ W � � z LL W N O LL U V H� 0 w J U ~ rw-1 W w a � JOB NO. 142103 SCALE AS SHOWN SHEET NO. 6