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SDP202100016 Plan - Submittal (First) 2021-03-05
GENERAL NOTES BROOKHILL OWNERS: TMPo4600-oo-oo-o19B4 CROCKETT CORPORATION C/O HAUGH & HELVIN 435 PARK SEE CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-o19B4 D.B. 5011, PG. 17o 162.75 ACRES ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA201800011 WITH PROFFERS - APPROVED BYTHE BOARD OF SUPERVISORS ON JULY 17, z019) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT. NOTE: A SPECIAL USE PERMIT APPLICATION (SP201500025) WAS APPROVED TO I I I I ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). I I I I THE SP WAS APPROVED ON NOVEMBER g, 2o16 BY BOIS WITH CONDITIONS. I I I I TOTAL PROJECT AREA: 04600-oo-oo-o19B4-162.7S AC. (PORTION OF) I t It I tl I BLOCK 9- io.99 AC I I I I BLOCK 10-9.66 AC BLOCK 11 -13.91 AC I I I I TOTAL = 34.56 AC I I I I I I I I I I PROPOSED USE: 85 TOWNHOUSE (VILLA) UNITS I I ALLOWABLE DENSITY: II BLOCK 9: 1g UNITS (MIN.) TO 57 UNITS (MAX.) BLOCK io: 9 UNITS (MIN.) TO 27 UNITS (MAX.) I I I I I BLOCK 11: i1 UNITS (MIN.) TO 53 UNITS (MAX.) I I I PROPOSED DENSITY: BLOCK 9: 32 UNITS BLOCK 10: 25 UNITS I I BLOCK 11: 28 UNITS I I REQUIRED SPACE: Bg B10 811 OPEN SPACE PROVIDED: Bg B10 Bll CIVIC/PARK 1 GREENWAY OPEN SPACE BUFFERS 1 TOTAL GREEN SPACE o 1 i.8ACRE5 1 o 1 2.8ACRE5 1 4.6 ACRE5 0 1 3.6ACRE5 I 1.o ACRES I O.3ACRE5 1 4.7 ACRES 1.2ACRE5 I 8.2ACRES I 1.3ACRE5 1 0 1 10.7 ACRE5 CIVIC/PARK 1 GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE I o 1 z. ACRES li 1.2ACRES I z. ACRES 6.2ACRES o 1 3.94ACRE5 I o.66ACRE5 I o. oACRES I 4.9oACRE5 1.lo ACRES I 8.66ACRE5 I 0.54ACRE5 1 0 1 1o.3o ACRES BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. I I I I I I MAXIMUM -3 STORIES I4o FEET I I I I SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL -BLOCK TO BLOCK 5 1 9 I I I II FRONT SETBACK: 8' MIN. & z5' MAX. I I II PORCH SETBACK: 5' MIN & z5' MAX. I I I I SIDE SETBACK: 5' MIN & NO MAX. iJ I I SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. I I REAR SETBACK: 1o' MIN. & NO MAX. iQ I I GARAGE SETBACKS: i8' MIN. Y I I II SUBDIVISION STREETS: CURB & GUTTER IW I I WATERSHED: SOUTH FORK RIVANNA RIVER Iz z I AGRICULTURAL/FORESTAL DISTRICT: NONE I I II TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN LU I I __J I SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. li/) I Ol m I BOUNDARY INFORMATION WAS COMPILED BY LINCOLN ¢ SURVEYING ON MARCH 7, z015. FIELD VERIFIED BY COLLINS i U I ENGINEERING IN NOVEMBER OF 2019. 1 I I I~ Q I DATUM: NAVD 1988 pJ > I I EXISTING VEGETATION: MOSTLY WOODED. II ii I I PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. li II LIGHTING: NO LIGHTING IS PROPOSED. I I II II PHASING: THESE BLOCKS SHALL BE DEVELOPED EITHER AS ONE (i) PHASE OR A TOTAL OF I I (3) SEPARATE PHASES. II RECREATION: UPLAND PARK (CIVIC SPACE #z) I I I I 1. OUTDOOR PLAZA AND MEETING AREA ) z. TOT LOT PLAYGROUND AREA I I I I 1 3. OPEN RECREATIONAL AREA I I I I 4. HARD SURFACE PLAY COURT SUCH AS A BASKETBALL COURT, I I TENNIS COURT, OR SPORT COURT I I I I 5. MINIMUM 5 SPACES FOR PARKING I I I I 6. TRAIL CONNECTION TO THE GREENWAY TRAILS I I I I II PARKING: TWO (z) OFFSTREET PARKING SPACES ARE PROVIDED PER TOWNHOUSE UNIT. I I I ONE (1) ON STREET PARKING SPACE PER EVERY 4 UNITS IS REQUIRED. I I 85 UNITS / 4 = zz PARKING SPACES REQUIRED I I I zz ON STREET PARKING SPACES PROVIDED I I I I II BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS I I I OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. I I I j BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THESE (3) BLOCK I I I I I 1. AREAS. I I I FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD I I DATED FEBRUARY 4, z005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL I I DAM LOCATED UPSTREAM OF THE PROPERTY. I I I I LANDSCAPING: A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE II I EI, WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES I I S ALONG THE ROADWAYS. LAND AREAS: OPEN SPACE: 21.43 ACRES (62.0%) II LOTS: 7.43 ACRES (21.5%) I ROW DEDICATION: S.7o ACRES (1(5.5%) I I I I PROPOSED IMPERVIOUS AREAS: ROADS & SIDEWALK: 158,632 SF I I I I I BUILDINGS, PATIOS/DECKS: 160,65o SF I I I DRIVEWAYS: 37,9i8 SF It ti tit 1; AMENITIES: 11,620 SF I TOTAL IMPERVIOUS AREAS: 368,820 SF (8.47 ACRES) I I I II RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING & I I I DRAINAGE PLAN FOR WALL LOCATIONS. I I TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. I I kl UTILITIES: ALBEMARLE COUNTY WATER & SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS. SEESHEET16. TOTAL PROPOSED UNITS: 85 TOTAL PROPOSED AFFORDABLE UNITS: 13 UNITS OR CASH IN -LIEU OF AFFORDABLE UNITS NOTE: LOCATION OF AFFORDABLE UNITS TO BE DETERMINED WITH THE FINAL SITE PLAN OR CASH IN -LIEU OPTION. BLOCKS 9, 10, & 11 FINAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA I � I i I rvY I ------------ ------------------------------ v®v I .� I IS a i j PROPOSED ROUTE a, BUFFER WIDE BUFFER ] / y ------------------------ (]o' NATURAL UNDISTURBED BUFFER �' 3o' PLANTEDIREFORESTED BUFFER) OPEN SPACE "p ➢ \ j1 I vI \ \\��v�I 1 -s \\ 'EXTENSION OFARCHER AVENUE TOASHWOOD `\\\ BOULEVARD TO BE COMPLETED (UNDER A vv� N _ SEPARATE SET OF PLANS) IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS. v� v �' LOT LOT LOT LOT i 3 4 \\ - ROPOSEDGREENWAY OPEN SPACE �a Y \� .1..�","Y• \\\ \ ' ' AW � :� LOT 1 1. 1 !-� -�� \_- - va=b •A.A � 'A -,A 6 r r 4 - LOT LOT LOT LOT 31 36 LOT LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETATWE/LANDSCAPE BUFFER ------------ GREENWAY BUFFER -- PROPOSED EASEMENT 0 DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE K PROPOSED ASPHALT STRIPING -------200----------- EXISTING CONTOUR 100 PROPOSED CONTOUR 50671 TC 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 Tw 506.21 Bw PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL 1 LOT i I-.,. -�.f / LOT //-\' i\ t�.�\\ LOT s � L s LOT \ I �." \- . ` - . " " \ PROPOSED FENCE - 9 LOT O O O O 100 YR. FLOODPLAIN ' - 4° '- LOT .1 -- - FLo�ALANE LOT � \ DIFFER FUTURE ROAD EXTENSION _ OP ? (UNDER ENT SET OF PLANS) \\\ i- 3a /LOT / ,N Oio PEIj SPACE . �P 44 ly C uRTVARD / X E \ L z8 3 LOT I r LOT �� v LOT ws A � \ I L_ z] � e Lor �, � ,, / ;;� •"�' >°„ R nrEq T I - z A �� �n A 47 Lzb LOT Ti ' LO $4T 13 LOT ,I LOT^ LOT L . a lA.. A/ 53\\ �4 / OT `II OT \04 ROP05EDGREENWAY \ LOT LOT L aT / 58 LOT �) �'<�' OT I A \ s° x," i 1 LOT v I \I, OPEN SPACE it .LOT oao ,.: e LOT '� � � g\/ i. J`'°`'"e�a as LOT F< 66 �• " '�.\: �\ LOT OT Le6j: \ w®, :\'`i, . .y " T\\ \\♦ 3 LOT I M _ "I• �l \/ 'OPEN SPACE PROPOSED GREENWAY ]] LOT76 � � � \ \ • . I -,I •. ." " ." ." .- ., •, ", .,,, .. ." � / Lor \\ r-�� �'\ S, \R \ .PROPOSED GREENWAY IT ] LOT LOT 69 3 - \ \ " -."."' .'� __ ... • "'... '�' "" '', '-.�'-.""". \ LOT 71 aPEN SPACE 1 cc 1 � \ I ✓ 1 , I I \ I \ � in nl ,n ® ep ------------------ y 1 \ 1 ' \ I I I \ I I \� I I a I I r \ I , \ I I r , " III IIIINII SHEET LAYOUT SCALE: 1" = 100' PpL O GR pUN VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER iA PROFFERS iB PROFFERS 2 OVERALL MASTER PLAN 3 OVERALL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUT PLAN 5A LAYOUT PLAN 6 UTILITY PLAN 6A UTILITY PLAN 7 LAYOUT & UTILITY PLAN 8 LAYOUT & UTILITY PLAN 9 GRADING & DRAINAGE PLAN io GRADING & DRAINAGE PLAN ii GRADING & DRAINAGE PLAN 12 GRADING & DRAINAGE PLAN 13 NOTES & DETAILS 14 NOTES & DETAILS 15 LANDSCAPING PLAN -6 LANDSCAPING PLAN 20 TOTAL SHEETS ROAD CROSS SECTION NOTES 1. ARCHER AVENUE WILL BE DESIGNED TO THE "CONNECTOR ROADS - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OFTHE ZMA201500007 CODE OF DEVELOPMENT. ARCHER AVENUE WILL BE DESIGNED TO THE CROSS-SECTION SHOWN ON PAGE 25 OFTHE COD TITLED"FIGURE 1o: CONNECTOR ROAD AND MAIN STREET CROSS SECTION" AND AS SHOWN ON THE DETAIL SHEET 13 FOR THE PROPOSED ARCHER AVENUE ROAD CROSS-SECTION. z. EUSTIS AVENUE WILL BE DESIGNED TO THE "CONNECTOR ROADS - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OF THE ZMA201500007 CODE OF DEVELOPMENT. EUSTIS 5 7 AVENUE WILL BE DESIGNED TO THE CROSS-SECTION SHOWN ON PAGE 25 OF THE COD TITLED "FIGURE g: CONNECTOR ROAD CROSS SECTION" AND AS SHOWN ON THE DETAIL SHEET 13 FOR THE PROPOSED EUSTIS AVENUE ROAD CROSS-SECTION. 3. FLORA LANE AND KOCH COURT WILL BE DESIGNED TO THE "NEIGHBORHOOD STREETS - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OFTHE ZMA201500007 CODE OF DEVELOPMENTAND AS SHOWN ON THE DETAIL SHEET 13 FOR THE PROPOSED FLORA LANE AND KOCH COURT ROAD CROSS -SECTIONS. 4. FLORA COURT WILL BE DESIGNED TO THE "PRIVATE STREETS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OF THE ZMA201500007 CODE OF DEVELOPMENT AND AS SHOWN ON THE DETAIL SHEET 13 FOR THE PROPOSED FLORA COURT CROSS-SECTION. APPROVALS PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPA.RMENT OF TRANSPORTATIOI HEALTH DEPARTMENT DATE SCOTT/R. C$LLINS�Z Lie. No. 035791,11 p 3/5/21 ��j L � z Q N J or4 co CL ,1- LN Uj CD ~ N J 1 > z LJJ U_ J ` > T� L U T� I- I- L _j LL O LL \ Q L = T--1 O U U Y ' ^ i' U Ul cf) o F_ J LU Z W ' L.L J U) J F J ~� _ NF_ L.1_ c� O CII OCD N w J U W W O a w JOB NO. 182150 SCALE 1"=100' SHEET NO. 1 H OFF NOT SCOTT R. LLINS'Z __ LiC. No. 035791 PROPOSED TRAILHEADACCESS AREA T V-`•qRb r l PROPOSED ASHWOOD BOULEVARD CONNECTION — OR UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT TH J y rJ Z Z ~ �o��Sgl 3/5/21 F OR MORE INFORMATION REQUIRED BUFFER \ 7P N Lu w ONAL E1SG1�� PROVIDE PARKING, AN INFORMATION KIOSK, TO AND A PEDESTRIAN ROAD CROSSING_ rr ���� *_•, / / / J C] ^ ^ O W a CO m ACCESS THE MULTI TRAILWA ,�, SHWOOD w = a -USE A W LLI O voo 1 € Q �. - � w o \ FOREST LAKES r „� _ \ „ \`�� ``_�� i \ NEIGHBORHOOD \ �' c T a r C' I SITE Z W ROUTE 2g IMPROVEMENT • 4 BS-1 SWOO < r E 1 � O P S P � � I � c w k SWMFACILITY # COUNTY OF 3 3 'MIN. NATURAL BUFFER. o EMARLE p 3 ROPOSED PRIMITIVE TRAIL WITH - �� \ R 7 O M 00 7CLS q0 UI m � Z w Z U W ' CONNECTION TO FOREST LAKES In i P OLO _ _ GROUN OSROAO rm � J a JJ < U O a J a — IIl --� -- PROPOSED © / I' ALBEMARLE COUNTY -� RESERVED STEEP SLOPE 0 0 _ ? PRIMITIVE 1 BLOCK 1 TRAILWAY 3 I (TYP.) Q, 0 o N V z C � l ° Z v o Co n ,- TRAILS (TYP.) VICINITY MAP: SCALE: 1" = 2000' h� DEVELOPMENT I w g 0 AN COURT 3' o O o¢ GENERAL NOTES / AREA (TYP.) OWNERS: TMP oy600-oo-oD-oi8oc TMP04600-o0-oo-oi8Ao< , - R. & Lu - BLOCK IS III Sj E D 1 - >,- �,,.,; I���� -----' ,' '' / -s�-, vd�• _ n ` _ �� HAUGH, CHARLES R. & HAUGH, CHARLES E.J. OGLESBYJR, TRUSTEES ELIZABETH ANN OGLESBY H. PARK T SEMINOLE TRAIL ! -. S„H OP y;, 10S R ` ,-, ✓ - I ' 1 z CHARLOTTESVILLE, VA xagoi CHARLOTTESVILLE,VA xxg02 z > 4 '-- P A =`-.,�., - - -, - , © , .. _. _ _... . O A CC HORNE LAND CORPORATION _ �' LONN ..'. / -. -- _- \' TMP 6 CROCKETT CORPORATION W W SOPENPACE GO HAUGH&H LVIN E------ z0 i (TYP.) � �` 435 PARK ST � t y __-" <,- ,.• f „y i I BLOCK 12 °; - - PROPOSED CIVIC SPACE- ,I CHARLOTTESVILLE, VA 21901 f7 C7 BLOCK 1O \ i - `, BLOCK 1 _ I _� //' �� a `�1, EASTERN POCKET PARK ' (LOCATION TO BE DETERMINED p' 1 O- ❑ DEVELOPER: RIVERBEND DEVELOPMENT, INC. 4555ECOND STREET SE, SUITE yoo O w O w O u - : = EXISTING Zoo -YEAR -1\\\ WITH FINAL DEVELOPMENT PLAN) "• -- CHARLOTTESVILLE,VAxx9o3 W W z _ _ - FEMA FLOODPLAIN (TYP J g: \ _ i M__ 'X\ _ -_ _._ I`\ \"•°, \ '.%�%, _ I / `... --- _ •,_ _-, PROPOSED VEHICULAR -- ��- INTERCONNECTION \/��y ` I ENGINEER COLLINS ENGINEERING zooGARRETTST,SUITE K z J a z I- z O � z O z g a ` BLOCK g --`Jl PRO IVE ,. ° - ' - CHARLOTTESVILLE, A xxgox v Z ZG O _ - _ I, \ ` „• ` / - T AY - >, \ � / -.�I, - TO THE MONTGOMERY - , o' MIN. NATURAL BUFFER _ - z z a w ^, o ROUTE z ` . , e ( ( •� °°ir/ :: ( i' RIDGE NEIGHBORHOOD / / - o TAX MAP & ZONING: 0 6o0-00-oo-oi800 0 600-00-oo-ozBAo 0 6o0-00-oo-oi oo i-r u o o w w IMPROVEMENT PATHWAY \. .. ♦ � e � �;, i F • r OPEN / # - a ►R ! %�_ ' / A D.B. 73z, PG. Ego D.B. 1333, PG. ySo D.B. 731, PG. 690 H � w a (n +�+ g O w g O u z w f ^' '- - I I/ PO ED CIVIC SPACE - i '�• \ ''.. SPACE i , -� }�• \' r r / ALBEMARLE COUNTY /i R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-z RESIDENTIAL uj o E f - (TYPJ �, : ` BLOCK II G ENWAY ""' , �. e 1 / MANAGED STEEP SLOPE (TYP.) y fLV- TOTAL PROJECT AREA: oy600-oo-oo-oz800 - yx.55AC. a z a z OU '} (TYP.) \.., „ ° 1 ',� \ ' '�' /�. MPD ROUTE2g ,�I ` I. .;;.; �; e,�-. j (i ''z "' ��O o4600-oo-oo-oi8Ao - z7.z AC. 9 g g z IMPROVEMENT li•`. :- - .,, -: - _ � ':'-. ----- .. GR(TYP.)AY ,�, A-.�0'' ,.-" BLO CK 1H RO V o4600-oo-oo-oigoo - xo7.66AC. o U SWMFACILITY#z PROPOSED So BUFFER GREENWAY'.: --- (TYP.) �� --' O UPLAND ,..- ./°° PARK °.ee \\�\\� `� °' o� -��. r� � \�G� ( z77.SoAC.TOTAL PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT N a N s J ¢ < AROUND VDOT STORMWATER- I MANAGEMENT POND ) "- '•' '� { ` ° ?EXISTING ARCHAIC WOODLAND � •, "-., - \ ` �`, CAMPSITE AREA TO BE PRESERVED ! DEVELOPMENT .y..:, , AREA (TYP.) \GN�� O TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2o15. z g ur -. , -II C� - "�� ,. • F; � < BLOCK 16 O COMPILED BY LINCOLN BOUNDARY INFORMATION WAS C SURVEYING ON MARC u H7, zoi5. p M � ,4:e�T' ••o _ DATUM: NAVD1988 > w C7 z 9 IlkEXISTING zoo -YEAR \\ m ~ TREAM BUFFER (TYP. ° d • °,,• k \ .. FLOODPLAIN (TYP.) ` _ �� * `\\ ,000•• - UTILITIES: COUNTY WATER AND SEWER N o'00 BLOCK _ � � �I " 4 � /J FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD w v, in m �o w ® Co PROPOSED RIGHT IN -RIGHT OU r ¢ q z �� _ BLOCK 4 a I \ / v DATED FEBRUARY zoo IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE 4, s ti e W INTERSECTION IMPROVEMENTS. w or-- SEEBROOKHILLTIAREPORT �a Z .� �,,,, _ _ ,'A- TRAFFIC CIRCLE ROUNDABOUT MAY ��� / _ V I ALBEMARLE COUNTY / PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH 15 A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. ¢ 0 --� 0 N 0 .+ 0 .-+ 0 ., 0 _ FOR FURTHER DETAILS: 0 '', MAINS1 EET _ BE CONSTRUCTED AT THE ���PRESERVEDSTEEPSLOPE -� "^^•>E-->- "'-, f' `^ MONTGOMERYRIDGE 3 BLOCK 5 ? /,; , - NOTES: N vi j BOULEVARDENTRANCE •.-r•. 3 INTERSECTION OF MAIN STREET AND (TYR - i THE NORTH/SOUTH CONNECTOR ROAD BLOCK 3 - r /� NEIGHBORHOOD z. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. 0 Z OPEN 2. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE w N Q SPACE , OPEN - - DETERMINED WITH THE SITE PLAN PROCESS. 7 Z N J 1 - - -- 16� TYP. f ' ; L (� ) i .a SPACE , ,,yy\ ; T� > 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCEWITH - ' •' J (TYP. BLOCK1 I _ ` 3 '� O ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE I EXISTING ioo-YEAR PROPOSED a ��J..// OR FOREST LAKES. ^J I FLOODPLAIN (TYP.) s.: a, RIMITIVE o ,�� £' 4i �d S- THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OFTHE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN LLI H� T.M.ORPOR ! � I TRAILWAY -' 2 p� O J � (n CRAFTON CORPORATION � i _ I •, I BLOCK O 'c� "� G pP O C�� 2 Ij THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN. 7 L J Q -I DEVELOPMENT AREA I ( BOUNDARY (TYP.) / �/ (� f�VD 6. PARKING FOR THE PROPOSED DEVELOPMENT SHALL BE PROVIDED IN Lu j` _ PROPOSED NEIGHBORHOOD CENTER i _ \ / ; LEBROOKHILL UNTY ACCORDANCE WITH ALBEMARLE COUNTY CODE i6.y.zz. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE C U) T� J 3 - - - (LOCATION TO BE DETERMINED I BLOCK 1 D IMITS OF PROPOSED REZONING _ Z L PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. Z i"' LLI T 1 J ® / WITH FINAL DEVELOPMENT PLAN.) -L - - - _ _ _ - - ,. _ - - - - _ ^f 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP Q U r--, 06 Q I# PROPOSED zoo' BUFFER ALONG RT. x BLOCK : s �I -" • ''* " , `" HISTORIC ' `-� - ,. INUNDATION ELEVATION WILL BE PAT OFTHE FEDERAL EMERGENCY MANAGEMENT NUNDA ION ELEV O L R O G G SAFETY ACTION PLAN. Z LLJ � Z - 0 C%V Lu 70' NATURAL LANDSCAPE BUFFER, &3o'LANDSCAPEBUFFER' lF ) ±ACRE I.. _ _ _-�, BROOKHILL PARCEL BLOCKS .__BLOCKS �, ' '�� '- r f--� 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE C Ln J O Q ALBEMARLE COUNTY " `� ` •Y - ` �/'�{ AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. < 'J NOTE: A PROPOSED MULTI -USE PATH APPROXIMATE LOCATION OF MARKER FOR THE _ r _ MANAGED STEEP SLOPE {Z,,, \ �. r �" \ i� - - TYp GREENWAY -\S ( ) -�J / / 9. THE PROPOSED OPEN SPACE AREAS MAYBE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, < F` J Q J IS PROPOSED BY VDOT ALONG THE " � ROUTE FRONTAGE OF THIS ` HISTORIC BROOKHILL PROPERTY; \ + � r - - (TYP.) i , _ � ._)- '. `• 1 ) ,� MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. � ,•••r U � i--i zg 4 PROPERTY. PATHWAY TO BE u - - _ _ - - - _ ---�j / ,� : \ `� ' ', PROPOSED zo' BUFFER �,. + ... .% �) '. \ • ' v -❑� /-- __ 1 zo. CONNECTION POI NT®ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTOHALL ONLY BE A O W 1--' w LOCATED WITHIN THE VDOTR�W. '� ' I �1'i - .:.',',%7,y; �.�^t-.� j I ', '�' LOCATION OF EXISTING ,: 1' i') PEDESTRIAN ICYLE ACCESS CONNECTION. (:/) Y / /1 O I ii. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND Q w V O I, UNN CEMETERY TO " BLOCK 1 w ab_, �:,.��' 9 i'' A DELINEATEBOTHTHEPUBLICANDSEMI-PUBLICROUTESANDFACILITIESONTHESITE. u Q G� V REMAIN is LOCK LINE (TYP.) ° + "fi NOTE: ALL STORMWATER MANAGEMENT FACILITIES MEASURES SHALL BE LEGEND z J U Co I / BLOCK 6 ALBEMARLE COUNTY. �1 ' . AND EROSION CONTROL s LOCATED OUTSIDE OF THE PRESERVED SLOPES. GREENWAY _PRESERVED SLOPES 1^ Q ul U) 0 NOTE: AREA WITHIN THE zoo'BUFFER BLOCKS PRESERVED STEEP SLOPE i - -.; ,/ (TYP-)- , ,' `., ��, ROPERTY BOUNDARY (TYP.) ,*` °°•, ® VEGETATIVE BUFFER 0 MANAGED SLOPES Z O 1L Z ZQ W O ___I W AND OUTSIDE THE EXISTING TREE LIMITS SHALL BE REPLANTED IN O , ` BLOCK % C' O _ `'. EXISTING1o0-YEAR / °° - . 4., - - -- -" / ® OPEN SPACE 1 i LIJ ce ACCORDANCE WITH THE PLACES29 FORESTED BUFFER REQUIREMENTS f '; EXI HO DEVELOPMENT FLOODPLAIN (FYP.) Y ) = ING BROOKHILL ' AREA P-' I OFi THCENTURY SE TO REMAIN •.•••••� U "-. WITH HOA APPROVAL, A io' MULTI -USE PATH SHALL BE EXTENDED TO THE ENTRANCE OF _ r _ �. -- GREENWAY IMPACTS &PRESERVED SLOPE IMPACTS WETLANDS J U) J Q M N NTS OF BROOKHILL BLOCKS �_ \ DEVELOPMENT AREA �- �;O°°• �' \ MONTGOMERY RIDGE. THE HOA WILL NEED rJ �3 TO APPROVE THE TRAIL AND EXECUTE ALL _ EASEMENT DOCUMENTS ALLOWING THE 1 _"\ PARCEL WITHIN &THEiILL ENCOMPASSING THE HISTORIC HOUSE & THE CENTURY COMPONENTS OF EXISTING ioo-YEAR l =1 BOUNDARY (TYP.)'� ' �1PR CONSTRUCTION OF THE MULTI -USE PATH _ L " j i9TH BROOKHILL Y LLI FEMA FLOODPLAIN (TYP.) ! m . T' • ^� P / PAVED OPOSED zo' P � ON HOA PROPERTY. 1o'MULTI-USE PATH TO BE CONSTRUCTED ALONG � _� PRIMITIVE TRAILWAY O O g SPACE "--' MULTI PURPOSE TRAIL'; 5 THE NORTH SIDE OF POLO GROUNDS ROAD C°fn Ur.. O Q apartment '7 PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR * ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL (D O File# �,'�_ Lf! ROPOSED PEDESTRIAN TUNNEL - LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. ° IMPROVED INTERSECTION AND STOPLIGHT. I x °0° t' - FORK Ap rovec _ Supervisors 0000 EXISTIN G ioo YR FLOODPLAI N O 0 REPORT SEE BROOKHILL TIA REP ,' •. o �I4yili j45 f " ` I POLO -_- PROPOSED IMPROVEMENT TO ST OU Soo R\VER S op\ D8t P } N M��/•� W FOR FURTHER DETAILS 4 Ali POLO GROUNDS ROAD FOR - ATfRT-643 D.BROgp(50) TURNLANES- SEETHEPOLO R\v .. - STREAMS JUNE 15, 2015 48� P -6.3j GROUNDS ROADWAY annef LOCATION OF HISTORIC RESOURCE TO BE PRESERVED J IMPROVEMENT PLAN APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG O PROPOSED LOCATION OF CIVIC SPACE GRAPHIC SCALE GALE u FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLOGROUNDSROAD io' MULTI -USE PATH w DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. -- SEE PROFFERS FOR FURTHER DETAILS )rCROCKETCORPORATION zoo o zoo aoo Soo PROPOSED LOCATION OF HISTORIC MARKER n - , a w _ JOB NO. 182150 T.M. 46 - i8C PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. ( IN FEET) SHEET 1 OF 1 _ SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN &TRAFFICTIA. 1 inch = 200 ft. /'� PROPOSED ELEMENTARY SCHOOL SITE \ SCALE N. T. S. SHEET NO. 2 c ORNR' T \ I II IIIII O _ --- / _ If IIII O QO __�- _ _----/ , < \ F9 __ \ U�F� / �- - �\ I �- _� q- % HWOOp ------ fill- ----- i%\ �- -�_ SC OTT R. LINSz U Lic. No. 035791,a --i"- II IIII �� il\ ` �\ � ,_(✓��/`,�, 1 � ///.� '� � , \ � \ �_ Il ' I � T - _ _�' � i \ i I � "°� 3/5/21 II I I IIII - E j� - - - - - - - - - - -- � ' ' �����������'�r--=1 I----- P '1 O L____� \ BLOCK 13 / 1 // I/ o II II - S I BLOCKIS r I O o 4-rANYAN COURT i F \ �J CL II w co If V.< k - I A / �---- 1 Z w � I r' ` _ ♦ 1-�- / 0 to If z VON a t � y ` lBL K 10 vvv woo,� �, �� �/� L,, ��� / V I o 1' ftft S15P202000008Uj INITIAL SITE PLAN ' Ld� APPROVED - 03/o6/z02o SDP202000082 ��,. _ AI \I A / / 1� v •\ I - '4,FINAL SITE aPLAN 00 \ \ f I �V `vv BLOCK12 iv vvv BLOCK i8----- .� BLOCK 14 It o II u k 'v . k GO - BLOCK \�� �\ °°o, �f .' I� I I °oaa°aeoQ ._..' ,, `` MROC'�ROPO rLn v; v i o z 10 o ♦ ` /' IN (Y1 a' is . \ ° C Im '� o in I 1 BLOCK i6 II BLACK _--------- ll �DPzolgo O O I I oaoo 00000 FINAL SITE PLAN �+ _ 't000\ /'// \ �_ / N w APPROVED �! -------'-i \��� °o \\°oo \� 1 �i '\ �� , , / 4 ^ J 0 12/1 /2018 BLOCK 4C 11 \\- °o ��o°°e \ _ 1 / // �\\ \\\ / --�__�// ; M L.L -` If a)m + LU BLOCK°5 ROAD PLAN I ' N H� "a BLOCK II ,�su6201,-00117 1 _ 3 1 1 �. ff / \ / -� / /� CD (!) BLOCK 1 r gob � �fAllow of J 1 BLOCK Z LL o\ '\ / J i--I Q ooLLIg SDP201900078 BLOCKi7 INITIAL SITE PLAN 1 000 ; Y i I APP OVEDSDP202000035A. zozo ROAD PLAN BL K 3 °°°o\ °, \1 / /J� % �-_ _ \ / - -- / S / ( LLI �--� O <v O �-_ II II o 0 1 Q Z I _ BLO K A I FINAL SITE PLAN SUBzoi8-ooi15 // � � � � � � � � % \\\ ` g 11 � \ ; � � �O`r� F J /1 1 rr SDPzol8000 o m 5 DP201 000u o I o --�_ / I I I I FINAL SITE PLAN 1 INITIAL SITE PLAN co ; I ^ o"o o\ -� - ,��� I_�'" \ j'" J ii/ ROVOEaD Yi BL K 11 \ APPROVEDSDPzo 800049zo18 ° I\ o ° \\ / I J Q IY r r�r r / II _ FINAL SITE PLAN / °°oo ' o°O°o\ I ; '_�� I I 1, / ��'\ EL O w II I � \� o) NI coo o , 0077 ° \ ,-----__ _� ' I rs bra 1 r°i/ BLOCK AREA SUMMARY O II I It i I ( BLOCK �9 1 1 I �� \/I /� U) O 11 1 oADPLAN / 1 BLOCK 6 i o r I ° _ 0CII I I I $UB201 -00117 1 o �/ 0 o Development Greenspace/Amenities (ac) J m 1 .} I ° 111 ° ° Area Per Area (Roads, Proposed ° o 1 \\ ° ° , Block Land Use District Brookhill Proposed Lots, Buildings, Development LU LLI I I I �B 1LY T ii l 1 \\ °o �\ o°°°o o / o° . COD (AC) Area (AC) Parking lots) Per Area (AC) �y ' \ + o COD(AC) Civic/ Civic/ Open Open Total Total LL 1 0 °OO0000 °° Parks Parks Space Space Greenspace Greenspace I I I �UP20190002 1 � � ' BLOCK 7 I\ oo �\ � \\ o ° � o° Greemvay Greemvay Buffers Buffers I \ \ oo Required Proposed Re Required FINAL SITE PLAN q9 J I ° I I I APPROVED 1 = -- � \ " � I I Regmred Proposed Required Provided Required Proposed l -- 1I I 1 B L K B \� o l �\ ' 1 Neighborhood Service Center 12 12 0 0 0 0 0 II 4/23/2020 \ 1 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 S 3 Urban Density 5.8 5.1 5.8 0 0 0 0 0 LLI I / DP2o1 1 0 \ u �• 1 3A Urban Density 3.3 I INITIAL SITE 00054 PLAN ' / 3B Urban Density 1.8 O 1 - j �\ APPROVED - 09/07/2018 0 \\ J 4 Urban Density 24 27.95 19 14.0 0.2 1.38 3.4 1.09 1.9 0.44 2.9 2.97 8.4 5.88 Q O j I SDP2019o0f 015 ° I I I FIN T P A >s � � / ° 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 Q 0. I I I I S / 4B Urban Density 11.39 6.83 0.52 1.09 0.44 1.54 3.07 4C Urban Density 6.58 - 2.31 1.46 0.85 Q M� / f s i � : � ,: a ° 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 N W 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 I • ., • ' S 7 Neighborhood Density 17.7 11.9 0 2.9 1 4.7 1.1 8.7 .....LU II II I r.. � ............. A .... I I : '• :•••" ST TER 7603Npg IIII 1 I • •• ROgp (5 ... A ................................. 481. P. 8 Neighborhood Density 1 12.92 .1 4.58 4 4.56 3.82 1 12.96U F )fill � 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 � �6, SB Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 w w (IIII I I 3% / 9 Neighborhood Density 9.6 6.8 0 0 1.8 2.47 0 0.95 2.8 2.49 4.6 5.91 0 _ IIIII 11 �/ / 10 Neighborhood Density 4.6 3.4 0 0 3.6 3.94 1 0.92 0.1 0.3 4.7 5.16 a ' LEGEND: 11 Neighborhood Density 5.7 3.2 1.2 1.1 8.2 8.66 1.3 0.54 0 0 10.7 10.3 JOB NO. IIIIJill / 12 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 y p2 y e0 i4i 1 i I Uhhl ':I PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 1 O 1 J (APPROVED INITIAL SITE PLANS) GRAPHIC SCALE Density ' 14 Neighborhood Dens 5.4 4.1 0 4.7 1.3 0 6 200 0 100 200 400 Isoo 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 CrSCA r �/ """""""' 16 Neighborhoodany Density 9.7 8.4 0 1.8 1.3 0 3.1 PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT 1 17 Neighborhood Density 15.8 11.8 1 0 3.3 3.8 1 0.2 7.3 PLANS I APPROVED FINAL SITE I ( ) \ 18 Neighborhood Density 34.4 27.3 0.7 4.4 3.8 2.6 11.5 SHEET N0. ( IN FEET ) I I 19 Brookhill House Parcel 3.2 3.2 0 0 0 0 0 3 s I I 1 inch = 200 ft. \'� gtlt I � Total 223.9 1 16R8 1 10.3 1 53.6 2R8 160 108.7 1/\l \ \ II \\ \\ \\ \ ,\ \ \ / / // / //I �/ �, (I �' �,L I \\ \\ / / J / A I�1 I- t \ P I �I I' ,III( ��\;;�\\ \ \ \ \ \ . �,.�.� f \ - , uRT _ III � I Lv vy v\� I I 11 I' TIP\VA Y�� o o do Co //// / / // / SWOO C I � ��_ +H vI Iv IIv v A \ v �_ /// /1 RAV N _-_ i v ` I1 vI —_ v \ VAA// I (AWN i2\VA ALBEMA�� / / / / / / \ _ \ \ VA - ) 111 • i) \\y ��/ /// / /\ Il {/ , /I I I 1- ' � \ ! I. 1ttt V\ — — �� s vAV AA I° QC�tE \6 5(� v //////// / l VA / � �, v I I� \� _ -�� II V ' I // V A A\ V l i I � ,, J — �_ \ V AVI I jj ) I, I IZONIN \ , P \\ \� - - / / // // / / // V� I ( - _ -��� _ \ V A\A1111 I I I' II I"II�'\\�%�"\ V� �///////, ! ti I �/ �/ , ,TMP: o-oo-oo-000To f ____ ���_� 0SCOTT�R. CDLLINS� 4 I I I V- y 1\ / / 1 I l v L� Lic. No. 035791 n �/ VA vAv VAv v\ -/ / // / // y/J 1 I \ II / .� /��� +� — �' I I �L�B/T: 1 \ V AvAV - / A / / I I I �II A \ �l/ V I I OWNER: FOR AKESCOMMUNITY _/ / JII I \ 1 \\ / I ASSOCI ONINC I f\-- \ - � 'dd3/5/21 "Ad / \ \\ \\\ \ /� / \/// / \\ I \ J ACREAGE: izAC - �`\\ o / / I II III �� \ v vv vA �, � / , / / / 1 I I /�, 4 / \ �I II \\ � � I I -- _ v�- �� s \ / / / I I \ v \\ \ \\\ / i / / N \ ` 1' I �' _ \ ZONING: PUD _ _ �\\\ ION, V //1 JI!'1 11N1 �h A \� vvv�Av� %// / / \ �- _ �c >> i 0448- v - / a - / _ y vv \ / I I - , 45 . _ 1 / \ \ \ , \\\\ _ \ ��/ / / 1 I /Ill ll ��I \ I \�v � v / // � III rt - - - // ,jam_ - v A - - D�/PG: i jg/4�73 V A VA \ VAv I _J_ / / / �-_ �� vw�v 3 4�+ T �/ 1 1 .I � � / _ � - \ ��/ _ I I I A __ / A AVv \/ v- —w— Avvv v/ h IV/c\ Illl I - I 11?)� - - v",- I - —v�A � / / I I I I IIIII II :I' �.'. .:... — ,4 / I / / /� IIII A ------ ' � / / --- � -/ - � �- -� / / / I _ / / _ ", vvvv---- - - - —� �� --� --- "= �- L-�1---- ---- �- �- - vv v-- ----- f 7--t r t r — vl/ ;I it \III I / / - I I -- ��--_� -lam �� v�v� // IIIIVI I." 1 1.1 \ V A A \ \ IIII I \ r / /////�/�// // �l l �1�/177�I 1 / /�ti,� -_ vyv���s:ze 43 a A V A / / 11 I I V \ /' / / / / / / / I v _ v/ II IIIII /,rv. ""' II \ \ \� V v � l/// IIII I V v I __� I . vv v _/ �/ 411 I IIII I ( ,��.\v.-�,_ v�,f. °\ V A A A AA v / / / I 1 A \ V / / / / / �/ // /�// //\/ 11l/,llll �l11 I 1 I. I/I , I I I 1 I II'I / ( - _ - _/' 'q _vv �,../ l � LIA \ \ � v / VA V /, /, V -� �_� S \v V // I I ,II III . �-_ A A, � AA V A V V / / A V / � GENERAL NOTES: A V I II hI I� \ f - ` vvv v v - v ,, v ,/////// 11 v v v - - r v\v v 1 v o /vvv v /- <. / �- ` 1. THERE I A FL DPLAIN LOCATED N THIS SITE. FEMA MAP ID v / I -a4° 47 z3 39 � �� � =s \ \ v v / / I V ( 5 00 0C 0 S S / v /I I , \ \ / % '� v vv // r \ 1 \ \�'t\ \\\ // / / II I \ \ \ \ \ N I = �B / / 1,1 ' IIII - \ 1 M \ \ \ \ � w / / / / �// - I \ \ \ \ � / 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, ADAM / n II l \ \ \ / // / -I _ \\ O� \` I I \ N \\ \ \ \ � �/ / / / // _, 1 I 1 BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE \\ /- - 1' \\ I v l \ 1 �" \A ti v v // / III I A / III 1i A V v \ I I I I - y vvv L - '�� II 'i. �� A v v v v / // I A \ SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED I A \A �A V A v \ I I \ \ \ / l� 1 AVv �RQ - �� �' v v v v ` - / UPSTREAM OF THE PROPERTY. /1 1 I V \ V I / / \ \ Vvv vvv a; " \V A �� ',, ` -� v� \ //// I11 I I I V Al A V 7I hI l v �\ l vv v '� _ - I I _ _ -� v� v vA V\ V 1' 'A �: • " ' ., , , v� � v � - «� - / / \ I I I V A I 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. / \ \ A \ V 1 I II �J V A VA vv v z �- -_ y A 1 VAA I y IAA \ ' I "V` A "vvv v __ - -/ // I I I '� 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL J I �II I A\ V A V J/ 11 1 I I I � I // V A� ����j v v 0 � � - _ v I V A I 1 A � . - ` - - EXISTING SANITARY SEWER AND INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF V / - -\ i-i I V \ \ V / I I � I / \ // V1 A EXISTING STREAM 111V A A A / I A �A - - - - - r / I I 1 zo' SANITARY SEWER EASEMENT I I I \ \ / /// (I / / c _,,n I / / I / / / /� /III v ,'� \" v 1 I AAV A V UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, A I I �I'nllA / A\ VA \\ \\\ \ / I I I I I 1 I�I� I / / ( I / - - _ A / / / �A v 1 \ \ AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE 1 1 \ I V A / <n m `I I \ I� / /�, / // ///;` I v s45°3, j 1 �\ ) A \ V ) \h v \ VA \� v v 1 IIII / I v / ___ Z W Ln 4 - 11 I 0 I / / / / / / -„ \ \ °86 , 3 4 - -- _ i \ - CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION I I A IIII ( l - / r \II I m '� A 1 I � I 11 I I I I I I / /// -A �� V A, \ �:A 3 � v / :�� \ III / 11 A AV A BLOCK i3 AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY \ 1 I, I I I I jll 1A / vv A A V A V A V / III I I o � \ v vv��. �. I I Ih l v\\VA vA v V /' It'll/�Ip°\ �I� / / A { \ vVIII, �' G A V 11 ��� �� v� y�•\i'� -_ \ :.:f IIII III 11 I I V \ V v �� - SEWER, STORM SEWER, AND WATER SERVICE PIPING; 1 �III� / _ V AAA V A v / / /// / I I -I / \ z - - v II11 I o A V �1 V A I1 V\ V 1 , � w � _ , �� \� v�� , 1� �,%(. ; � va .� - v. / A III A v A A v / UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE I 1 I I I I _ \\ V A \� V / // 1- / / / 1 l I / A Lu ' r o \ I \ _ \ ��\ '�\ \ - �\ \- �!' " , i i I 1 \ \ \ ` _ CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED \ �I I l _ \ \ \ \\ \ \ \ \ ` / / / / / f / \ ` V I ce III A v V' A , \— _ >�� vv 1 �v ��� v v v V v� v -- V I� % \ vA / // �/ ° -" >Y• _ - •" /^ \ \ - TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES \ II (' I ( \\ \\ \ \ \ \ \ u -� III �'. - \ \\\I\ \ \ \ \-- �I��\�\�\\ \'`���\`"i—-�`�� t`-L . . _ / / 1 \ \ \ \ \ �=_ 1 r EXISTING WETLANDS (TYP.) - SERVING THE PROJECT SITE. \\ \ '111 I \\ \ \\\ \ \� \ \ \\ �i / / / l' l LIIN \p1j1j1 I \ \ \ , \ _ \ \\ �\ \��— _T_ �T"_��,� T - \,. \ IU �/I \\ \ \ jLL a �I `` I A \ \1\\\\\\\� _ \\ \\\I \- �'.�•�;;��- --_ \ s.-, `' \ f. I \\\\ \ iY� // / T / \ \ \1 - �\ \\ \ ��\�\Z����� �- \ \ 4. CONTRACTOR SHALL VERIFY SIZE, TYPE &LOCATION OF EXISTING / \\ \\\\ \ \ \ \ \ \ / / / //// / \ III I I I /I \ \ � \ I \\ \- _ - _ \\ \\ y\\ \` 7 � _. _ r_ _ : "" = " .,' ...: \ I, \ \ _ \ \\ l T 1F\' \.� Y� o0 o do Co / / / / S �f W III \ \ _ = \ \\ \ �._"` � �1�' \ \ ' • " , . \`t \ \\ \ \ \ \ \ l° WATER LINES ON THE SITE. 1 ( \\ / �/ // / \\ I 4 `0. �_ / / \ I IIII III \ \ \1 \ _- _ \ \\ \ \\\ � �' • �: �\ � �1 '\ • .' ' \IIII \ \ \\ \ \ \ / \ ` I. .. I \ \\\ \ I \} 1 1 1 L WN R: C i �I ALBEMA L / /// / / // - 1 w��/ III \\ \ `_� -_ \ \\V� \\\ \ \ �/ '/ / / \ \ \ \ .1 �I \ /// ` li 11 III \ 1 _ \ \\ • \. \ \ _ - / I \ \ I ( Q // \\ \ \ Z \- \ \-,\ \/ III /'// / \ \\\\ I IIII \\ \11 I I y I \ 111 ONIN ' \ \\\ / % / \\�\\ \ \ \ �� . \\ \ -� \ /7 / // / I I 1 \ \ 1\ l IIII �II \ I `l d/G: � � \�, _ /// //�/ I \�l�ll I I/ IIIIIIII w IIIII \ \ \�i __ -�\ �\\\� - — �'� \ s \ \ _ / \ \ // /�// / I IIIII Q \ \i _ -_ \ \ \ \ \ \► _- -- �\\\ \<`\ti\\ j: -� °\ \ ' / / 1 \ \ 1 III � �� \ \ \\\_,- // / / /l / 1 II I _ \ \ \ \ - \ � \ • � l` I .: °k' \ � \\ \ \ / / j I I I / / I I I I I I � I I I 1 \ \\ I\K�� / / / // �i / t1 11 I, 1 II �_\\\\ \\\\\ 1;- -_-\ \ '°\ .,��\�\\ 1 s,.�� \\ \ -JI / III / / I III I �1�/ �\ \\\\\\ ///// // Il II \�11 I / / (IIIII III w ^ I I (, ,III `, \ - \ \ \ � \ \ - - - \ \rg \�� \ .:' `F \. \ / I \ / J I I I 1 \\ \ - / L II _ _ 70' UNDISTURBED \ \ \�\I _ - \ \ \ '� \� �' \." \ \ / 1 / -I / ) I I p I I 1 I ( 111 I �! 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PG. 70, U DIS U FUTURE PUBLIC GREENWAY TO BE ED OF ER TIT ---� (TYPO — NOTE: 30' PORTION OFTHE ROUTE 29 BUFFER MAY BE DISTURBED FOR GRADING WITHIN F� E TT:M OF FIN ALBEMARLECOUNTYLAY ,,, NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM FIR / �� — — — — THE DEVELOPMENT AND SHALL BE REPLANTED WITH A MIXTURE OF DECIDUOUS AND ATTIME of FINAL SUBDIVISION PLAT r' THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. PROPOSED WALL - - PER PROFFER #2 OF (MAX. HT.=6'),,, — — — EVERGREEN SHRUBS AND TREES TO BE APPROVED BY THE DIRECTOR OF PLANNING. r R — SCOTT R. LLINS'Z O — 0 U P E � g ib' � � 3 LA TE z9 BU FER O � j0, / /REFORESTED BUFFS z1OO' WIDE BUFFERALONG ROUTE NOTE: SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP / L� Lic. No. 035791,E 3i, j0� 38 3 4 ; E — — — — — lo' R AR SETBACK (TYP. y WALL MAINTENANCE EASEMENT T SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A ° �a3 y - _ _ -) - - - - - - - - - _ - 9 O SCREEN THE DEVELOPMENT. 3/5/21 w 3 3° 3o D.B. , PG. SEE NOTE, THIS SHEET. RATE OF 6o LBS. PER ACR, OR 1 LB PER 1,000 SF. % �0f,v I I -- - 3 .�-�1 �StSIONAL E�Gti a6 C I I W - - - I� — - - - OPEN SPACE -- _ - (MAX. PROPOSED 6') /\ \� E \ > , PROPOSED 4 C_ONCRETE 51DEWALK \ \ I n LOT ICI 1 PROPOSED I71 LOT LOT LOT Y I LOT � LOT 1M LOT LINE (TYP.) E f PROPOSED GARAGE (TYP.) r�T LOT LOT �I r _ 2J R I� _ LOT LOT I / \ 3,R ICI j LOT LUT LI I a DUI Vim' 0 LOT a - \ D.B. , PG. I/ 18 Q ae.?' IWI LOT 12 11 10 9 Oa I '` `°I $ % Y UTUREy'BIKELANE E e ° a\ ' \ sF�I nr 1 13 Ir ��+ a LANDSCAPE & MAINTENANCE EASEMENT 4� 'I 9C G9 I-1 � o D.B. ,PG. / PROPOSED GRASS ---- - � a it LOT s FrjAPy z5/ m v I� o I 1 �o SWM ACCESS PATH- \ �\ �7 ROPOSED & PLANTING STRIP PROPOSED CG-11 ENTRANCE (TYP.) o --- - - - - - - — ROPOSED CONCRETE SIDEWALK I I / / / o' STREET SIGN( a - PROPOSED WALL LOT a ` I 5 I / /STOP SIGN (TYP.) / B F R / - / (MAX. HT. = 6') s aQ < / PROPOSED CG-6 CURB (TYP.) L PROPOSED CG-6 CURB (TYP.) ROPOSED CG-12 (TYP.) o' L N SC P 9, — i51G DISi NEE=335` E AVENUE OOD BLVD. -zz PROPOSED CG-lz (TYP.) eols _ - - - - - - - - - - - - - D EXTENSIONTR \N SH \\ \ ��� j / / PROPOSED 5' BIKE LANE o' 4s' — ROAPUBLIC— E (15) PROPOSED PARKING SPACES (8'Wx2o'L) / �R ,' fi ti`' - -h :; FUTURE 177 d LOT v J m SIGHT DISTANCE EASEMENT E \ \ / ! / + R :11 PG; •'� •— ,53+Oo� / \ R R �' • END OFARCHER AVENUE ROAD CONSTRUCTION / + o � k k k PROPOSED 5' CONCRETE SIDEWALK PP D SPEED LIMIT (TYP. "DISTANCE TO NEAREST INTERSECTION=490 \ j PNDS $ k F k k k E FUTURE PUBLIC GREENWAY TO BE \ / 20\ �'So+oo So+So 51+00� 51+5° ��� (PNCE'335 E k E r NOTE: ARCHER AVENL DEDICATED TO ALBEMARLE COUNTY ° \\ e . • ? RI -RI N 49+50f-1 v \GN(p\) F E - SHALL BE COMPLET a i 1 5 Ek E WITH e f�ATTIME OF FINAL SUBDIVISION PLAT,\ \ j FIC +p0 a �E E e ��� W • E PER PROFFER #2 of ZMA2oi8000ll \ �y z3 E P 49� NLE-335 PROPOSED CG 12 " PROPOSED TYPE III BARRICADE END OF ROAD SIGNAGE W -�� E E PROPOSED 6' PLANTING STRIP \5LAN0 p\S� P� PROPOSED CG-z PER VIRGINIA WORK AREA PROTECTION MANUAL EXISTING STREA ` �F(/� e 4s_ 5 GRAS i 5 CURB (TYP.) o o. r E / \ N e A PR,QVe QG. / ! J �.� E k/ e W R bpO / 6E -FI •. ,• - '.>' '• • .. _ '•. - � 90' - ' E � ° E ,'� � i PROPOSED CG-2 CURB (TYP. : D' 4 i� _ = sraP - _ - - - E HT DISTA CE=335 - - - URE 6 PLANTING STRIP E E E / o° ROPOSED CG a ENTRANCE (TYP.) UT / Z .. _ r k � _ PROPOSED CG-12 (TYP.) F 41k/ _ _ = 20 BUFFER 30 / 6s' i- i - / STOP SIGN (TYP.) • YP \ TYP.) STREET -SIGN i aad E E r' ' -- - 64' lo' REAR SETBAC ( - - _ \I e e _ -- i / ' • ° I � LOT P PROPOSED WALL � V - E I P � - - o i (MAX. HT. = 6') LIMITS OF GREENWAY. E� E AT, ° �a, / / - - - 3 _- - SPEED LIMIT (TYP. N t. N _e- , • FUTURE PUBLIC GREENWAY TO BE �, Q kOo / 5 33 \ ° \� DEDICATED TO ALBEMARLE COUNTY SIGHT DISTANCE EASEMENT E ROPOSED 4' BIKELANE I .100 Tf p / � / A I TIME OF FINAL SUBDIVISION PLAT, PROPOSED D.B. , PG. ry zo'E/p_ o:l q Yor d �` F / i \ \ %p E/p q } I WALL MAINTENANCE EASEMENT E PER PROFFER #2 OF ZMA2oi8000ii i LOT LINE (TYP.) SIGHT DISTANCE EASEMENT \ LOT I q —fI \ E D.B. , PG. \ \ LOT S7LOT Y D.B. , PG. ( m�q _IU- k e t t k t�k e F e LANDSCAPE & MAINTENANCE EASEMENT 5 0 34 a I / E k E x m 4 ROPOSEDCG-6CURB TYP. / D.B._ PG. s- SS s / I E ;�.. k.k. k k k k k ��/ (TYP.) OfPARKING SIGN (TYPJ qq ao vWi J� �' t �. k Ft kt kk kk t k ✓ , s r �Ap. / /(�'}• '.J/O 0--. �rl 4 3 Q / �. t .FRONT_.. k. kOO .\PCj (p \ / \ N A25 AY /// !V� .. M p M I (.. q '. LOT I� h k . k. OPEN SPACE / j LOT \ �\ A _ p o _----_ SETBACK (TYP. L sa p _ � �_� �.. Q� I e 35 I'i NI �k�'kE tk. k tE E kt t 54 \ -- // I E / io+oa ° e.FRONTPROPOSEDCG-6CURB (TYP.) / J s° ee \ ! . ; .. GARAGE SETBACK (TYP.) / � ^ �,/j'L ; • „� pp // N I. E E -, : -. � �k k � k k�i ROPOSED CG-lz (TYP.) LOT s gXISTING WETLANDS (TYP.) / / \ \ SETBACK ( ,� I PROPOSED G AGE (TYP.) PROPOSED CG 9D ENTRANCE (TYP.)', 30 -- ry p LOT I F / W \ ROPOSED CG-11 ENTRANCE (TYP.) ( 53 I 2g' _- N y PROPOSED GARAGE (TYP.) / / r (18'X20MIN.) aea \ STREET SIGN..' a ry o 18'X20' MIN. r Ln \\\ o ( ( ((WM FACILI Y /: LOT / zw /L iz+ n .. g io3 r l / k' 1 �A // 5° 4 PROPOSED ° 52 -,r g E �. F j ! / EXISTING TREELINE (TYP.) \ ROPOSED 5' CONCRETE SIDEWALK / i FLU 1?�- 5�� q LOT J 111 \ l / / g� J EP / E e ' /�� ROPOSED 6' PLANTING STRIP E E i O?oJi� / / / �O9' l6 ,\ / /` 3 �P Q �'(� 0.-.. / / ROPOSED CG-6CURB (TYP.) 37 / k � . E W G i\ ROPOSED 4' BIKE LANE j LOT m° : �� (S e �o Off• Q �p� STOP SIGN (TYP.) yx (N a a J \'q P \ / 5 PROPOSED 6' PLANTING STRIP ti �O / % F / /C,// r^ / a o �-FTe� /OPENSPACE %�. PROPOSED CG-1z (TYP.) o ao q • C�p�2G I PROPOSED CONCRETE SIDEWALK ' p P e' ° 5 : ` x\ °• j m ° �w. � ° °� •� � �y ; �,PE' % s\ �K(Ty� � � � � / NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A °o\ / ! PROPOSED DRIVEWAY (TYP) \°' ti (j oED ��`�� �P� `, ®� °J / j LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS 5 Qi.� / ��� /< PROPOSED GARAGE (TYP.) / , �. SIGHT DISTANCE EASEMENT ARKING SPACES- vas zy%� f. / SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE �y ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY ti� F\C - - cb - - - - ;,- � D.B. , PG. ;(8'Wxzo'L) _ � F`�L Q .. D1, `' /� /M 16'X20' MIN. 5 SETBA6 K (TY`P= j LOT E- �// — \7f 4J ti° >f r 8 ' e j FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY 1 ROPOSED 6' PLANTING STRIP — — — — o O EN Po,�. / Q. 3 E / I FROM ADJACENT ROADS. THE SPILLOVER OF 1� 4 '"PROPOSEDGREENWAY (TYP.) \\ti °3> h e % LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS ' \ + PAA1 ! . ' 9O� ti r / / AND PROPERTY IN RESIDENTIAL OR RURAL AREAS � � I LOT I M ✓ _0BE II L M R/W . 1. •'fc:' rod`' _ / '< /` /E / uNTY s\\ ro / 50 !I-- N r I ` 26' /p,E/�/�?C: ;° �r LOT uMIT50FGREENWAY. / ZONING DISTRICTS SHALL NOT EXCEED ONE HALF PLAT, Gy \ j0 /C-F/C f c��� �9 p NO PARKING SIGN (TYP.) ° 3g �I� FUTURE PUBLIC GREENWAY TO BE FOOTCANDLE. 30011 I ; ioa z /• ~ % .a DEDICATED TO ALBEMARLE COUNTY / kP ? ' ROPOSED CG-gD ENTRANCE (TYP.) AT TIME OF FINAL SUBDIVISION PLAT e / PROPOSED A REENWAY 7 4 T II2O' iCF/ / Q / ; a PER PROFFER #z OF ZMA2oi8000ii F y y1 'I AI -' STREET SIGN(TYP. �i F0 C h a0 / I (TYP.) Z \ • '0) LOT all F n `.:• LOT OPEN SPACE �\ ��y w 49 zl - f oo_ fc GRAPHIC SCALE \ __ m + xo . /�P ( 40 EXISTING STREA / O Q / x. 4/ t� P / _I J,• \ k /s� f I 9 In m O 1 �.y h �/ _ /.`� y /�/ 30 o i5 30 6. d - - to I ➢. J1 // z5'R .� a f��C /`rj� �y_ °s y \\ °o yL o �Fj �o�- n / /QO' r LOT i/ /� ��/ IN FEET PROPOSED S' CONCRETE SIDEWALK \ �s T r��\ 4 < / °`® 4 \ /,CC ®. 7° ; / / y 1 inch = 30 ft. PROPOSED4'BIKELANE , \. J ry \ MA IN E -SE SH \ h 3 / / L ti M CA N M i N O w rn N N W> Ld J U) L9 Lu zQ U w ' Lu ul z LU W U) Lu 0 O O N u Lu H� Q H� LL r� 0 C) 0 r-I Q 0 m J I —I 0 0 cc w J ti F 0 w w JOB NO. 182150 SCALE 1"=30' SHEET NO. 5 1I : \/ /kl / /_I�/' k/k k k kk,. 'kk /ke kk / 'E kk/, .k-_- kk- k k k kk kk�k' kk.�-k k. .k k - k -�.. _kkk nk k \k k ik k k kk �- E-k-k. k k�k k�-k k kk k k k.k k k k .kkkkkk. EkF k-_kk.kk - .. k -F _k k-- . k kkk kk k � kk -k kk..k k /k k.k- . _ k-F�-/...kk '.k, kjk.kk.k k , k 'k k E- k k - - k/k k�f�-./ kk_E.. kkk .k kjk- ..k� �k/k.k. :k/k _ k,.-.k .. k -kk-. k/.��-k /kk. k-�. <i^\k^. -F. �! -k /��'\ ./k1,-...k- k k/./- k\k k_!k.�\ \ k !P- .kti� k� - k\\ . / k ;. _ '- �--�\ /�_ /Q�a- .!•kC *-':j\k-e . .k/k.`k kk / kk .k kEke.k k k k k/!/i k k k\; • .-a®k j k I�e\ /''\r/�/ .C�t�.k')L /�,.�I (IlI Q ^k��\'vT./.2.- Yi\e.AP\ �tiJ\ �R\�v\,��tM ?/a\o' �/ PpFa\o� // F�,._� . k.,/�,.j 'e� � 'o,h,`ryG if i �`t.�...tiom� s°/9/_ /if ,. p//7 f z/ n ph�R'`4t/For-`'/ ` �•�/�x6 . <°/ao / /^//e,^�3:/' \/ 9>•/.\y••� 21R J,piGk,�'ti•z,�a�•,p_,yQ.,tf:-o� .8,�. }oOh / � 8-y� p.°,y, /,FCQT pR�tiA�pO°\0-f(\".dr�':'�.:aQ-,F,\+. ...m•a0�'t./°..:0��_s�. .Qa..y. d'��.`,-�`rbB��Q''dos'. .tia�,ah.r✓i as s ®\!r/ \o Y�r/ :\\/.tP.y/ . ..7\ ) ; /r:/_.-� //\/L\ \ /\!\ - \/ \:\�5� n(k-T\ -✓ / \k��/y��/k \ ./x\/) 1. i�\1I•�/ .- ✓4\\/\\�,�\r.F/\��\ �/�k y\/a \9 k \/\ ' k/ yk -\k \T �yk�O/y/3_�/xx �.,/-y\\✓k\ -. \ 9I��.o�.I a f\'Q/ • �AF \lG�k / / \„:.o\ E- \k �rkk k k✓�\ \ y/ fk'k\�ak//' �k\ kC. k k \k3k\.� LOT OT -7I�TCHLINE - SHE5, \ 41PROPOSED S'CONCRETE SIDEWALK \ 48OT PROPOSED 4'BIKE LANE LOTSTOP SIGN (TYP. . . No 42 ./ k k.. . . kkk •<9 APROPOSED CG-az (TYo 2151, `-0 o PACE k C,OPEN Sx°::.POSED 4'BIKE LANE k PROPOSED WALL LO(MAX. HT. 4 oN6 p 43 ALL MAINTENANCE EASE MENTPROPOSED GARAGE (TYP.)LOT LOTi8'xzo'MIN. STOP 85 SIGN(TYPe k IV J a TkPROPOSED CG-9D ENTRANCE PROPERTY BOUNDARY (TYP.) h p°TREETSIGN(TYP. PROPOSED CG-u(TYP. a LOT kLIMITS OF GREENWAY. k FUTURE PUBLIC GREENWAY TO BE o 45 84 r -DEDICATED TO ALBEMARLE COUNTY PROPOSED CG-ia ENTRANCE (TYP.. TIME OF FINAL SUBDIVISION PLAT, / LOT PER PROFFER #z OF ZMAzoi8000u ROPOSED 5'CONCRETESIDEWALK #6 !ROPOSED CG-ENTRANCE (TYP.) ska. k t Ek < k kte j\E , /k k i.kLOT 0w k�kkk x")kk k 8 STOP SIGN (TY E�k1k kv°�s'R \ 47LIMITS OF GREENWAY. SPEED LIMIT SIGN (TxOp k FUTURE PUBLIC GREENWAY TO BE k �. TEDTOALBEMARLECO k LQk AT TIME OF FINAL SUBDIVISION PLAT, k PROPOSD 6PLTING Is9 k 00022 OF EUSTIS AVENUE ROAD CONSTRUCTI e ek 82 ND PROFFERPE R 8N PROPOSED PARKING SPACE (8'Wxzo k a° DTYPE III BARRICADE& END OFROAD SGNAGE k PER VIRGINIA WORK AREA PROTECTION MANUAL k kE. LOT EXISTING STREAM 'ROPOSED CG 6CU\81 \/E k .tk Fkkt k ke \ E kk kOAKNGSGPkFOPOSED CG-9D EN (TYP.) 6 LOT 4c\k x8yLOT °' UTURE 6PLANTING STRIP 806 k. kk - /f+./ / v omp/\QF PROPOSED PARKING SPACE (8'Wx20' LOTk UTURE CONCRETE SIDEWALK kkL G59 ti� 100, �k k LOT 06, < k k 79 v°9% FUTURE4 BIKE LANE PROPOSED LOT LINE TYP. LOT k k LOT zo , 60 '0 ko ROPOSED DRIVEWAY (T78 ro °k LOT 6i k LOk kkti°77 ROPOSE kPL LOT s62kk 76 'ROPOSED PARKING SPAWxzoLk k P\\ ek 7111,14000.,) PROPOSED GARAGE (TYP.) Ql k kk k- k k �k k.`k4 k/ kk / k/ /kkFr s ./ o (a) PROPOSED PARKING SPACE 8'Wxzo'L ( y' JP�'Q'. 1, k k k LOT k k j LOT \ \ 9x9 j % /,-a \ \ ti^/ff PROPOSED LOT LINE (TYP.) k 63 -,75 \ y .7 • „' 4 ' _._tip , '. \i da � r� � k k- k k I k k k k •k \ \ / / / //.4�_ k._. k '_k k k kl k k k k k \ .-_.k yk �!•• / ROPOSED 5' CONCRETE SIDEWALK LOT k k k k '3'R � � .../ %/ k k LOT \r ox� / % OPEN SP CE 74 64 / LOT AREA CHART FOR BLOCKS 9 10 & 11 -�./ �. p 9• f k k -k ./ k k k I , LOT LOT BUILDABLE LOT LOT BUILDABLE k. � k k k k k k k k j /k L� / / // Zoar s°p rlr� �.�p. f ro ry'° • , jtiv LOT /Ek -k k k k k kk NUMBER AREA (sf) AREA (sf) NUMBER AREA (sf) AREA (s f) PROPOSED GREENWAY (TYP. 65 F. 1 4,994 3,682 44 3,124 2,583LOT FUTURE SRI0 k 2 3,379 2,847 45 3,122 2,58173 aPROPOSED DRIVEWAY (TYP.) 3 3,250 2,725 46 3,106 2,564 /,.•2�•�Z/x �:,• :._T LOTto kkk � k 4 6,630 5,002 47 4,278 3,138 i66 PROPOSED GREENWAY (TYP.) ° 5 6,319 4,527 48 5,089 3,686 LOT / 6 3,457 2,620 49 3,230 2,701 72 LOT 7 3,369 2,524 50 4,341 3,148 kr 8 5,323 3,539 51 5,500 4,04267 k ® ir/ 4 • ?• z \ k ■/.k k k k k I 9 3,996 2,605 52 3,300 2,751 k/ k k k. k k k \ � k k u LOT a / f c° io' \\ k ! k k. k k k k k k k 10 3,425 2,541 53 3,496 2,947 k F k k k k k,I I II 71 e ^ k k ! f k k k k k k j ' 11 3,363 2,519 54 5,852 4,432 k I k I - " /,I� ,. j ry ry ,''R 8 k �✓� k -k'. - k _k k. k k'. k k E k . k k. k. k. 12 3,453 2,608 55 4,960 3,622 ROPOSED CG-gD ENTRANCE (TYP.)k k / k k FEXISTING STREAM k k kj / I 13 3,532 2,682 56 3,080 2,539 . k k 14 4,576 2,958 57 4,617 3,392 EDGARAGE(TYPIC 15 4,06 58 4,46%PROPOSkI k ,3,351 1) PROPOSED PARKING SPACES (8'Wxzo'L) 16 3,D58 2,512 59 3,227 2,659 k6kk k 18'x20'MIN. e 17 3,D26 2,531 60 3,222 2,655 k E- - - __ 18 3,744 2,679 61 3,285 2,743 k k e k7 k k k k \ ' 19 3,957 2,903 62 3,679 2,579 < PROPOSED 6PLANTINGSTRIP 63 20 2,975 2,451 3,555 2,491k 21 5,793 4,303 64 3,036 2,490 SF k k k. e k k k k k k E k. jk/�/ k I\I `I\ va°ma � � Fl• �9 �1F1�° k kik/ROPO�SED kCG-6 CURB (kTYk PF). - kk �kk 22 5,618 4, 210 65 2,779 2,202 kk LOT 23 3,379 2,851 66 2650 2076 70 O PARKING SIGN (TYP.) 67 3,238 2,19824 4,232 3,072 a PROPERTY BOUNDARY (TYP.) 25 4,134 2,982 68 4,135 3,084 ,,-fie ROPOSED 5' CONCRETE SIDEWALK. k k - e.k k. - _ k_ '. k // 26 3,243 2,702 69 3,203 2,661 LOT a rT�A (�� / k / e k kI k 27 3,133 2,591 70 5,048 3,710 69 yo9 aaba J gj /� ! k / k k k k k k k kkkk,, k k kk kk k XISTING NDS (T/YP.) / 28 4,D61 2,903 71 4,864 3,492 29 3,704 2,608 72 3,251 2,706 10,k LOT LIMITS OF GREENWAY. 30 2,970 2,429 73 3,159 2,617 k RE PUBLIC GREENWAYTO BE 31 2,945 2,403 74 3,033 2,491 k 68 k k k DEDICATED TO ALBEMARLE COUNTY k k k k k ky k k.j \ / j k k AT TIME OF FINAL SUBDIVISION PLAT, k F k k ;i k� / 32 3,617 2,516 75 3,437 2,355 k k / \ , / k k k PER PROFFER,#z OF ZMAzoi8000ii k k k y/'lf / / 33 4,956 3,636 76 3,453 2,360 k �/ \ ✓ �� /� k k k k 'k k k k k k k h 3 34 3,060 2,516 77 3,021 2,479 k k GRASSRECREATION \ C� _'� k _ _ � k _.� k .�k � k / AREA (85'x 6o') 8 \ 10 / PL k /�.k PROPOSED ENTRANCE k k k k k I k �' .• Q ✓ k/ < . k k / ' 36 3,093 2,550 79 3,177 2,633 .!- k TO PARK AREA F E / k � � � e k k k k k k / / GRAPHIC SCALE 660 3395 So 3 6 k QP k ROPOSED CG-z CURB (TYP.) k , k . k_ / /. < k k / k > / 37 4, ,722 2, 15 k. k PROPOSED6'CONCRETESIDEWALK / _ - k /k. k k k k. k k k k k k E k_go o is 3o so 38 4,645 3,396 81 3,671 2,587 E / / k . k k k k 4z k k . F k. /k / 39 3,117 2,576 82 3,097 2,557 MATCHLINE -SEE SHEET k k k k k �� yk/ ( IN FEET > 40 3,137 2,595 83 3,028 2,458 k ! PLAYGROUND AREA �/ / k k/�/ � kl�. ik � Ik-.I�. �k I -� '.I I �k.k. k .k k �k. k k-. � k / 1 inch 30 ft. 42 4,589 3,337 85 4,569 3,322 TOT LOT / / k k. k k. E k k. k k k E. k y / 43 4,735 3,466 Lic. No. 035791,E 3/5/21 ¢`;'41 z O J a k V/ � Z w 0 C) Z J O L z w W ce z w ul z ti M C'7 N C'M i N C] Lu N J J U) Lu U Lu Lu Lu U) LLI C:) C:) (N Lu V/ Q LL r� 0 C) 0 T� Q 0 W J H� 0 W w J ti F w a � JOB NO. 182150 SCALE 1"=30' SHEET NO. 5A 0 6 70' U DISTURBED -- -� - D/ NOTE. SEE SUB202000082 - BROOKHILL BLOCKS 9, so, & Zi ROAD PLAN FOR _ OF ER/ ROUTE29B/� PROPOSED / — — / / ioo' WIDE BUFF REENWAY ROAD, DRAINAGE, & UTILITY PROFILES AND DRAINAGE CALCULATIONS. ? - `- - /Z9T°SCREENTHR��°N�RourE To Lic. No. 035791,E 3/5/21 ¢�'41 z O J V/ u Z 0 w Z J C) O F- � H z > w H W ce L9 z w ul z r M c'7 N c'M i N O O� N N Q W J J U) W 0 2 U Y w w Lu rn Of Q 0 0 N 1 rl 0 ft� d r-I J ZD U O 00 J J O O m W J ti 0 W O W d N JOB NO. 182150 SCALE 1"=30' SHEET NO. 6 \ / E �.II \ ✓ i 3 we .. y i H / Lt2 Lic. No. 035791 / OP SED 12" DI WATERLINE i' S > F E . F �. j i;<b9iF \ /\\�II � �3/5/21oOPEN SPACE 5 1.441 C M z M Q 0 N ' ° s C'M wN 3 o N O ° N J w N Q ° J Q > z LLI � C J t Vl 1 ° w° 06 C ° O J � d U J � o Y w U jv ° C U ° E U) O ° Jz CD w W ccz w J z w cn J N Z ~ J O U LU O Q N �< O ❑ > N W ° J H N F C N E W 0 2 O a (n � JOB NO. 182150 0 ° SCALE 1"=30' ° ° SHEET NO. n 6A / E �N�FUTURE E \e\,� LIMITS OFGREENWAY. PUBLIC GREENWAYTO BEDEDICATED TO ALBEMARLE COUNTY 'SCOT' E E ,C, AT TIME OF FINAL SUBDIVISION PLAT, PROFFER #z OF ZMA201800011 R. LLINS'ZPER ' E ' C \ t- U Lic. No. 035791 PROPOSED WALL (MAX. HT. = 6) 4- OPEN SPACE E F I F r Ao 3/5/21 lONAL ��Gti 44 FUTURE 6' PLANTING STRIP E E FUTURE 5' CONCRETE SIDEWALK ALL MAINTENANCE EASEMENT e E I E F �I B. , PG.. UTURE 4' BIKE LANE -_ - - -- - -;- k UTURE CG-z CURB (TYP.) / 35' / / ER AVENUE pOD BLVD• � ENSION Tp ASHW — I z6'E/ F/c — p / FUTURE ROA one PUBLIC RIW v� u I — 2 - RAS ISLAND. U � k t t k k I -- --�_ i6 F/ F/C Lu O ' F E k t E ____ 4---------- --------- -- --------------------- - - �_ _ __ _____ u Ln E F E� k F ^ k E � l< NOTE: ARCHER AVENUE ROAD EXTENSION I I - - __ - - --__ - - FUT ARC qV _ ==-_= _ UREKuA EN(JE R XTENSION / , ALu v1 1"1 ~ E ���' SHALL BE COMPLETED IN ACCORDANCE E F E /F WITH THE ZMA PROFFERS I > F l<tE k k/� W = k I� ��, W e EXISTING STREA < k Ln �, F k ��� FUTURE CG-6 CURB (TYP. R RAND E �/ LLI W _ F F h E E ` � � F FUTURE 6' PLANTING STRIP 5 5 5 5 5 5 5 F J `' �z,� o LIMITS OF GREENWAY. F FUTURE PUBLIC GREENWAY TO BE Q_ E 4- \� F DEDICATED TO ALBEMARLE COUNTY / s_ N AT TIME OF FINAL SUBDIVISION PLAT, E F \ PER PROFFER #2 OF ZMAzoi8woii / E _s e / pmZ O - - �OQ �' � t �'. t E k � I � � �S � I / / / � � t k ✓ t k / � XIS SANITARY SEWER \ EXISTING WATERLINE / ® M � r k � � / I / � J ® M co w LIMITS OF GREENWAY. FUTURE PUBLIC GREENWAY TO BE k E - N J / k DEDICATED TO ALBEMARLE COUNTY ATTIME OF FINAL SUBDIVISION PLAT, Q E PER PROFFER #2 OF ZMA2oi8000u Q e > I I F F k e e F 3� . J I --I LL I E e 1 ° 1 k� x � BR w U) Lu .--i .--1 g ' PROPOSED 4' BIKE LANE 1 F / I .. o oZS J I EXISTING 12" DI WATERLINE I I REMOVE EXISTING PLUG &TIE-IN I PROPOSED 5' CONCRETE SIDEWALK PROPOSED �z" DI WATERLINE � x � 6! 20+oa / / J Q � Q r-i j TO EXISTING 22" DI WATERLINE PROPOSED FIRE HYDRANT F 6`$'Rk ° N •, i PROPO z = r� E PROPOSED FIRE HYDRANT (4) PROPOSED PARKING SPACES (8'Wxzo'L) PROPOSED CG-2 CURB (TYP. ASSEMBLY w/iz"x6"TEE. ' l/1 U 0-6 o ° _ - -� - _ n - _ ASSEMBLYw/iz"x6"TEE o PROPOSED 22" DI WATERLINE STEEL PILE BEHIND FIRE HYDRANT REQUIRED. � Et sc su 51 1 PROPO - r ROPOSED 4' BIKE LANE PROPOSED 5' BIKE LANE xo �' �5 ° \ _ °so Y Ln O �,t}I, 39+25 MM > •.• a •.. a •... •.. . -SIGHTDJ '• .' .. V1 x5° O Lua ~ � U J 39I 50 — — — NCE=335' ` AGJi �\ U7 40+o0 EXISTING ARCH EXISTING P PUBLIC W W 4o+S0 - - + F/C - _ N l W W i6'.E - - R !V- �- -- - 23'�EE P FIC W +o NCE"335 � e 4� HT D\STA E F \ �C L\ z " C ���� ul O J ROENUE 93' WID AD 7HR/W (' 41+00 93'R/W-R-1 W - W .. ij - W a 5 — �� J ��F Lu LLJ m 4i+5o 43+50 , �' —15'GRASS SLAND 42+00 42+50 43+00 i— \ o �o J > , ARCHER AVENUE � � AR. WIDTH PUBLIC STREE D.B._ PG._ ., PROPOSED 4' BIKE LANE F/C r'�' E k Lu TIE -INTO EXISTING l F LIMITS OF GREENWAY. yti [� ARCHER AVENUE \\ FUTURE PUBLIC GREENWAYTO BE ?px E DEDICATED TO ALBEMARLE COUNTY p J\ [Y Q O PROPOSED 4' BIKE LANE { ROPOSED 5' CONCRETE SIDEWALK AT TIME OF FINAL SUBDIVISION PLAT, 'a Gy\ UI O SPEED LIMIT (TYP.) \ PER PROFFER #2 OF ZMA201800012 E c E >� E` PROPOSED O C: PROPOSED CG-6 CURB (TYP.) ` PROPOSED 6' PLANTING STRIP \ PROPOSED BIKE LANE � E � e k / k --GREENWAY GREENWAY �\ O Q 5' \ k OPEN SPACE •':' (12) PROPOSED PARKING SPACES (8'Wx2o'L) \ ' k E/ E (F - '� J \ \ PROPOSED 12" DI WATERLINE E E PROPOSED 5' CONCRETE SIDEWALK \ @ - a m JOB NO. GRAPHIC SCALE 182150 30 o a5 a 60 SCALE 1"=30' ( IN FEET ) SHEET NO. 1 inch = 30 ft. 7 Miracle Product Specifications """" Swing Scale 184, 2840 and 2841 299ard24D abdayea 5ea1 WIN Seat ;Ililv� 10 Mk: creed WTemn. 2840TTnu28anT 2990TT Slanplcxne9%dTeetlk TalebMdn 360'AlSgi w/renekTa9M Obn Nob'LIIMaNOTSAvan. 2740 and 2741 2760 I P pF s Ann. An [ *Miroole Product Specifications " " Ten Spin T.nsgl4r 4&: deal OwWGI Seadded £ P8a nxeena. GOtlea6 mama lea r ^Ys.« '.renerene.....rmnnl.rain.. 111 Al al ,.n e.An— I_e..„ereAnd— a.,.._.... nr mwM.t_N1 eleneened, X q Are. dris �Affrmen AnFrAnknei ne-refterpenerined Arende n. Is1n�de." m A.I1- 'm rt.aeWh.�11+nd m.�.mi. .m'ea "Eft .A y,, M.n.A�yy, a Product Specifications Freeetandinu Saddle Seal 9451 945-2 deddly, Yelanglee I.A. Saeele beat III M Poet g�.e 284LHFe �aa 6 Id u.YAd eaa®u 4 . inI 9 nt 11 ,e W nAaylk rk . q - I. b e4 ChAnd, ma 6'ense ve aku e ggq[ ' ."e b.vnYnma ed. '.ray, N N.BLL I. Al . _rid ask reddlerd N m s' = • a eemm.. NA.'. el`ueA ar Wr. 6a rpd—oileA reere, TeBsue ab ten.ln.,nir—bxay¢.neevM Wt I.,. dner,SAI AMiracie Product Specifications 'I -- Try, SM1nm• Groove`s II Slide, 718 6384 718-M-5 46moae ISlide samow ll anti. 7184W 718463 b' a Y%' arrow ll Seed SBrcaw nl and. Ani s Mlraae Product S ed Icattons "' An, raid Choral MZTMm u° Square Transfer points-3, 4'5, 111& Irl Decks with Closed or Open Handralls Nei a need, nn indeedmnee.emntl'm. 718.85139 718-851359 qunenan er vdmrorB Deck clwee squbeTrabkr Pelmrms N4 open ollcm sleploexll EF7 Bdaomnkpene.d DEFT I Ills � 718451.39 71W1359 Square Tranelerl'annmrroem,cionee sglnmTmmer Pdmrors oats open BOXomafeploezft uGHT address ceplaetll RIGHT H�11 H 110_� 04 A--, product dimensions: 411"lkade Product Specifications `" " Ten Spin 30 44 'ra'lo Feel aaBell aenmeT.w.. eAnded enmanavnsl [n nN H. dideade Ten yen f 1 w .:-A— In Arenm prima k ;m AndAreen, P.1 lreny as And e a SL4e. I •— rl 'Ill Ann All An as ends •nmW Q nAl hn `m ma-lt - I ye AdA , hS Ter Are id. us a /LMirocie Product Specifications Tole' Gdu' Arch Swing Frames - 1 Say 2ft. 9Bry 4Bw Tbxaputic BnaBge a Exte ll and SayEffiMm 7IM2y 2 7IM24 71585345 Inner %'1 'rw 9uLL1 RIMSay 1111(�ro11r4Sia1111ea1111/ajl'�1111 aaaaa���1b���g����Fr�1a�/me{��� ���/����� bey .r q� 7IM24 Mail Swing Frame Men Sel no maid a-TMnpedic wild 6 any do r S ardy) bae[orgamnkm Se. np w Y F Ited52.21111 IIB452-1H1! Arch SWnp Fran. Thempeuek inch Seen Bdne n TM1mPaWc SNInq Sator Gawneen 5winq wnnq wetoreemuuen IIII/B'ejlllyr ell Searle 9! Product Specifications na _ k 'CIA, All Try -Rings. Shmud,, B.nglh,afll Try -Rings .lmaaght 718.7&5 And 718-712.5 TI&71L15 Trynded, anaigm, aR'TryAinge, left ql_ 718.709.5 And 71b712.5 7181 •s-Try,nsnwn,Rbm a 41"firade Product Specifications RAW Gunp Slde�byl Slide. Bump & Glide Slides.Ski Slide T18.708 71S-7X4 &fMysiee slide Inner S Beck eumpaallee6ibkwnl Deek T18.7285 718-BA damp60baeWemear 54 Slide hom S' pole re•mesoeck It 2 II n.aw.wo.rwr r..erw.rwe.n+w.wur An An 5TE I vtla ale: MIR4CLE I 718-984 718-986 718-985 718-987 product ii u ii f e k e �' I AI e , 9 \FT LOT e9? M k PROPOSED CG-6 CURB (TYP.) k k LIMITS OF GREENWAY. k / k I I ° > cF n9 k k FUTURE PUBLIC GREENWAY TO BE k kl k I ` 70 0$ " \\ All ay j'/ k �O PARKING SIGN (TYP.) k k / k k DEDICATED TO ALBEMARLE COUNTY k/ a� k ATTIME OF FINAL SUBDIVISION PLAT, k. k / k l \ a F �Q / k ROPOSED 5' CONCRETE SIDEWALK E k PER PROFFER #z OF ZMAzol800011 k \�G\ LOT k k 69 k:k, � ',.k- k. k.. k k.- / - 1°S' ��� •. / �• k - k. � k k c/ ALIMITS OF GREENWAY. LOT /�oi` /r k / k FUTURE PUBLIC GREENWAY TO 6$ / / �� k / k E k DEDICATED TO ALBEMARLE COU k k k k. / / k 4C k AT TIME OF FINAL SUBDIVISION P k h . k k k / PROPOSED 8" SANITARY SEWER (TYP. / /J / / k k PER PROFFER #z OF ZMA2oi800 GRASS RECREATION \\\d CC PROPOSED ENTRANCE k k F AREA (85' x 6o') \ \ '_, k ��P �/ k / / E TO PARK AREA k k . k A- Q PROPOSED CG�z CURB (TYP.) k k ..k. X F ' k E' k. PROPOSED SLIDE / \ �� A k k k k k k PROPOSED 6' CONCRETE SIDEWALK k k - k k. k . k k i /.% / k /zo' ACSA SEWER EASEMENT k k k . -.k - k - k F / /. % j /�D.B., PG. k k k . -�_ k k PROPosEocuMBERS k F //k / j ' k/�MATCHLINE - SEE`SHEET 5A & SHEET 6A k. �. k PROPOSED TRY -RINGS / PLAYGROUND AREA k k k k k k k E 4c k k TOT LOT y �� E k k ..k k k el (5,773SF) // / M (. �. . k _E. - E. . -k E Y / I k k k . k / `a •. �1 \ �` .k. k' ,k -k � k \. k k k k 'Ij/ij /C•.c� k\ - k. k k _ k k k _.k._ r��.-t; k. k re, k PROPOSED SWING SET O @ \ y\ k. E. k \. .4z k. k. -k E t k�k. -.�. .k. k k k. PROPOSED PICNIC TABLE (TYP.) > /� k. \\ \ rk \ k k. . k k / Ailk . k k k / k 5) PROPOSED PARKING SPACES (1o'Wx18'L) zo' ACSA SEWER EASEMENT, 1./k k k/y k k k k / k / _ c... / E. �\ k k�. D.B._,PG._ k.k.k J k -k. / / k k- - k//k k k k k k PROPOSED BENCH (TYP.) / e c k/ k k\ k k k k k k kC kk k ROPOSED BENCH (TYP.) k - F F k /k k k TOT LOT /' k e E \ \ ROPOSED 8" SANITARY SEWER (TYP.) k/ k, k k k / k k k - /- (3,458 SF) k/. k' k - k V _ k k E k. / k. E / k k / .WATERTIGHT LID REQUIRED \ k k k k k .k k ��/ k k �'\/ k � /f ROPOSED SADDLE SEATS k\k k k k / k <. PROPOSED k. k - k \ k k PROPOSED 6' PRIMITIVE TRAIL PROPOSED TEN SPIN / k k k / k' k / e PARK AREA /. k k 18" STEEL PIPE CASING REQUIRED \ k j k e �. k k/ k PASSIVE k j / k k e. ATSTREAMCROSSING \ k lei/k 1 k " k E j RECREATION AREA / k k k k I k \� k k SPORT BASKETBALL / /k �. k k k k k e k k k k k k k k // COURT (70' x 100') k/ F - k k- k k k k\ S` k k k \ k k k TIE -INTO EXISTING \ k k k k /.k k k k 'k 'k. k / k SANITARYSEW�E k k k k k k k k k /. \/ k k k EXISTING STREA k k k k j/ k z / k / k k I r k k k k PLAZA WITH FIRE k k k k' k k / 5 k/ I I k k k k / PIT (2,290 SF) OPEN SPACE k/ �� E k k k k k k j/ k k k k k k EXISTING SANITARY SEWER k 5k / k.k k / k k k k / k 1. k LIMITS OF GREENWAY. k "k k k k ( k FUTURE PUBLIC GREENWAY TO BE k / k .� k k DEDICATED TOALBEMARLECOUNTY; k �/ \k k k k \ ATTIME OF FINAL SUBDIVISION PLAT, E L. \ k k �___ k k k\ k PER PROFFER #z OF ZMAzol8000u / / k e k k / XISTING too -YEAR FLOODPLAIN (TYP.) k k k k k E k ,'k kj k k / k k\ k k' k /\ k k k\ k. k k .k 4c k \. k k - k -. �jk/ F / k I - k k /�� k �\k k ROPOSEDGREENWAY(TYP.) k .k. k '� k. � � � I k I k I k / / k k \ k k k- k k h �, ' Oo I I ' O , � 0 � 1 O I O , O O / � O k �' k. O \ k k\ k k k 6k / k 4001, k k I �. k k kO 4 c k k kk kk kkkkkO �k Ek. K // .4z k k k k h k 4c k k k k k O kL./k k k E k .4z 4: kk. k, k. _ k. 0 k k k k GRAPHIC SCALE �k k - k _ k - . k. 30 o vs 30 so k k k 4- ��kkk4z ley/`k k / k f ( IN FEET ) 1 inch = 30 ft. 0000 k/ 0 5 0000 .000 0000 —000 A, andeaddidded, _k k ...k k L / /k / k . /0000 Ll No. 035791LL� 3, 3/5/21 ¢�'41 L9 Ill or L9 W Ul z J J 0 U A� 1 C'7 CN7 CA N CAM r N 0 LU N J J U) LU U w LU LU U) w (/ C] C] N Feendeaddes H� Q H� � Z ,didel g ri 0 h—r anded. F I O Tedidended! ZD 0-6 �0V'-1 � Z 0 U J O W J W w J m~-1 F 0 w w CIL U) JOB NO. 182150 SCALE 111=30' SHEET NO. 8 /1 / /. / / ✓ / / / l / Y / // � \ ROPOSED 1z" HDPE YARD/ROOF DRAIN SYSTEM /; / / / / / � . EXISTING MANAGED LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES � I I % R UT z A I o _ - - - _ WALL MAINTENANCE EASEMENT f //1�% 9 �FFER.N STEEP SLOPES (TYPJ TH O E EHAVE BEEN DETERMINED TO BE LESS THAN z5h BASED ON NEW - - - - -� f f - -// 100' WIDE BUFFER A - - - D.B. PG. _ 7o UNDISfU / / . z9 TO SCREEN LONG � - _ --_� �-- -- TOPOGRAPHIC INFORMATION (SEE: BROOKHILL -BLOCKS 9,10, & 11 10' PRIVATE DRAINAGE EASEMENT -' ED OF ER EN THE I e STEEP SLOPE SURVEY EXHIBIT DATED 3./6/21) TO THE SATISFACTION OF >'D.B. PG: DEVELOPMENT' O 7� THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30°7°4(b)h 1 47 PROPOSED WALL - - - - w a rn a a e / -� /u'SCOTT R. LLINS Z PROPOSED/ 1� YD- R (MAX. HT. _.i m �Lic. No. 035791 / GREENWAY �/ X/X /,/// x�i� - - - - - 4 YD 34 4 10' PRIVATE DRAINAGE EASEMENT D.B.PG.� _ - _- 474'R 70' / ,' ;'PROPOSED WALL � �SSIONALE�G� � 4 4- e r ✓ / g z 6 64� / / 6 - - z I / % I 1o' PRIVATE DRAINAGE EASEMENT I D 3B L YD 3 gI NI m� f - 4 4 - S z D.B.IPG. II °I� mN it - _ - - 54 - - /--; I % / z / 10 PRIVATE DRAINAGE EASEMENT: / / / �I m - - - - - - �� - PROPOSED D.B.PG. LOT LOT LOT LOT li II LOT LOT �� 46 r. --- - - aaaBw ---- GREENwaY ' / LOT LOT LOT / I 25 26 �7 / / li 29 30 LOT LOT LOT �` (TYP.) o 23 24 I 101 \ 1 GAR F 3 32 467.83 FFI 1 � PROPOSED 12" HDPE YARD/ROOF DRAIN SYSTEM /: - z + �' --- �I PROPOSED 1z" HDPE YARD/ROOF DRAIN SYSTEM z% 45g 0o gSMT - - o { / - -: __ - / Buz.�7 GA A 44.83GAR 46�5.5o GAR II ks -== \ � - ----- ,� I 4 4'��.5o G 0 FFE � 66.17 FFE I � �_____ "ux____ � ;� - _- � SWIM FACILITY & E 4ao Tw \ 8.6 GAIR 459.33 GAR � I � 18 FF 4�5'S - 4 7 4 3 3 s FFE _--- u - �t 6- GAR - : " % _ 6 1 GAR -MAINTENANCE EASEMENT, e II 4ao Bw ) � 458.0o GAS � �FIiE " - --- - 4�� 7 � � _ _ _ g86.33 GAR... 406:33 GAR 6 .00 GAR , /A FFE 460.00 I 1:= ------ =--- II FFE 4 7 467 7 r--D.B. PG. � 4o EG / LOT 8.67FFE / 459_33 - - �_ � v � __ --- - � � � � I 33 _ 4 , :\ � 45 - - � � � I- - - - 467:0o FIFE 4��:00 FFE 467.67 FF;� I ..... ;,. p° 467°g3 FFE _. I � � ---- / I ��-- 4X BSMT LOT - -- / z �E I II 21 _ w III 7 / I 458.00 6 - • WALL MAINTENANCE EASEMENT - _ _ - / II ^ GAR YD- w o I N- - D.B.,PG. n j 18 - o I � � I / 45g.00FFE \ A .'; C�, 1 � :_ _ BSMT I _ s - - -- _- / 449 7 - / _ ,°. 46717GAR �a � � PROP EDSTOR�WATER j� 1 � � � z w � 20 i �. /_ ---T �„ _ %. / �0 467.83FFE o MANAGEMENT FACILITY- /�-> z 'o LOT - i I a I � � _ _� AR,,. � °. . > • ° ; - 19 .. : � �r.>�3-- -- - 1 9 SMT - -- /�, o s 4aa tw _ _ 457_7 r. Yo ?z y / . 17 - I 3 458.0o B SEE VSMP PLAN FOR DETAILS / .. _ I� �I / 433FF / 6 z1 °,? •'s' l �r - / in 3 I �39 �w � _ KOCH COU > . _.:. � �.� .... �' � 3 � o, (WPOzoz00004) � $ OESMT AR. WIDTH PUBLIC S EET -- w 439 IEG 44 �5a \ + OT '> 2% 9 g0 11+0o D.B. PG. 1z+oo 5 16 / M . ;. � Vl m - ; � '�. � o � L � -, �1z+So 19 1 M �11 50 nn ro 14 67.17 GAR E 57 7 f _ d v z6A 3 6 '.8 FFE PROPOSED STD. o v .. 20A,-. M..-.-. _ .. - M --.... 4 =33FE. / g 4 v 4 7� o BSMT LOT 0 OSED VDOT S ES 1 e, MT � - � / 4 io+oo P PROPOSED DRAINAGE SYSTEM 4 ROPOSED 8" HDPE ROOF DRAIN SYSTEM r 1 1 2o6 I 1 PROPOSED VDOT STD. CLASS AI RIPRAP OUTFACE I w/GEOTEXTILE FILTER FABRIC UNDERLAYMENT o _ o I b : a _ _ _ _ _ ' SWM FACILITY & 444fiN 1 -- I o o y. 466.83 GEAR io PRIVATE DRAINAGE EASEMENT PROPOSED WALL�(L 16, W1 7.5, Wz 18.5, D 1.5 MIN.) 4a0L�W 1 o PROPOSED 8" HDPE ROOF DRAIN SYSTEMS - _, __ _ o 6 ° FFE D.B. PG. _ / MAINTENANCE EASEMENT o E 4a0 BG / { \----- _: I _ 466„83 GAR - 4_ Z 5� s (MAX. HT. 6) i/ D.B. PG. �', - -- 4�3:83 GA o AR - --o-G + - --y 66.8 GAR o FF - 457-W BSMT \ v �k a / ° s R o FFE 4k4 5 4S4.5 I GAR 4 'u 3 467 5 B R6 WALL MAINTENANCE / 2 /0 1 GA 4�5 7 1 FF 4G , 3 6 o FFE I � � - \ _ - - -- 61.1 GAR 463° 7 464 S 1 FFE 6,8 EASEMENT oo BAR 8 GAR 4 7 8 FFE _ 465. 7 F- ..UP o FFE 4 7°�' 457: BSIvfT i, 45� ....I 4 9 3 461.83 FFE 4S3 3° - -- - - - -- w 4'S 457°67 BSMT LOT D.B. , PG. 4 .671FFL. z4 \' e 6.5o FFE N o F / 3 BSMT 4% \ 1 10 PRIVATE DRAINAGE EASEMENT Q F l7 LOT 5 / ^ 5 k w o \ I 438 BW i 4 L i "-' , : D.B. PG. / ` LOT 1 \ \ ( LOT LOT LOT Q d LOT 6 10' PRIVATE DR DI GAGE EAPGMENT a C C I I 444.00 438 EG I = - - I �.00GdRi \I / LOT LOT �m LOT / � � c ' '25 I LOT 12 11 10 9 Q) v 7 o ° o • YD 1 IE' 45 7 FEaa \ • •, \ .. ., o" � � 13 I w _ m b I 8 /_Vr/ / Il 447•>nMT \ I I 17+ rn0 . j PROPOSED 1z"HDPE YARD DRAIN SYSTEM - �\ LOT s 4°J 1 \ o �� / z - / / E (\ 444 TW "\ 176 "FF �� I �� l 1 /,' -' / / - �•I o I � I I 457.0 438 BW- 45 7 - - -- - - - _ _ 12 B BSMT^' \ - 1zA - - -- 3 /�, i / / _ LLI / p1438 EG 447 3 f / ti \ I YD-1A / I - LOT PROPOSED WALL a I 6 I f 11 1zB (MAX. HT.=6') I 16 4 Y;67GARB" J / 5 / /- --- -'/ I ,1 - A C F - / \ 458 33 FFEm / a 'Bois _ _ - - - r E,R AVTO ASHW60D BLVD.- Vl ti 442 Tw 448.5o.BMT 45 I - - - - - - - - NSN Z - a39 Bw \ �' S I^I -FUT RE OAD C \: LOT 1 --- --- v ''_ - IW : '' 1 a39�G v �5 _I 8 +'' �/� 5 jpO' / / IA1._ - N o 1440 \ / z I l 5 = 440 440 BG \ \ / - W .. W 5 / _ - k \� \ w - " k \ \ So+00 v°° 50+50 1+o i .. 51+50 / - s / / J w a / / � SWM FACILITY & � � I f / / MAINTENANCEEASEMENT NOTE: SEE SUB202000082 \ ROPOSED DRAINAGE SYSTEM °,r.,. / / > til / W 49+00 ` � _ / ,PG` _ / / BROOKHILL BLOCKS g io & 11 - HF � o 0 I / ' / ROAD PLAN FOR ROAD N T0 4561W DRAINAGE & UTILITY N Q ° _ /456 BW / / 7 3 / E PROFILES AND DRAINAGE W > Z 45 / CALCULATIONS. LU L.L I - YARD DRAINAGE DESCRIPTIONS J 1 J GE EASEMENT % � k'I y = = _` ' - _ _ � _ - I ,: / F � -° � >� I ' I-Ian � I \ 1 I , ��_ _ E � S � r� � /l \ , NO. DIA. LENGTH` PE IoNF INVERT INVERT MARIM ® LL°I `o / ,;� PI INLET INFOR :... ..: / I. I 1 ° 46,0G R -L T ��. �.� / / i/� (in.) (ft.) ( ) IN OUT ELEVATION LLB r� a I ` SLOPE /o MATERIAL INLET TYPE _ 10 PRIVATE DRAINAGE EASEMENT 5 / _ - - _ o LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES U D.B. , PG. 1 _ - 46 + 4�1.67 F 3 \454 TW YD1A 15" Yard Inlet 455.00 c PUBLIC DRAINAGE EASEMENT a� 1 449 BW HAVE BEEN DETERMINED TO BE LESS THAN z5% BASED ON NEW Q D. B. , PG. I 1449 EG - 12 126.83 9.46% 452.00 440.00 HDPE Z o / j I , I 1 I 1 TOPOGRAPHIC INFORMATION (SEE: BROOKHILL -BLOCKS g,1o, & u YD-1 15" Yard Inlet 444.00L9 g ,=, /° PROPOSED WALL STEEP SLOPE SURVEY EXHIBIT, DATED 1/6/z1) TO THE SATISFACTION OF ° J o �X ,� � XISTING 100' STREAM BUFFER (TYP:) 70 10 PRIVATE DRAINAGE EASEMENT 1 !� / I� 4��•33 I 1z t1.00 a.55r° aao.00 a3s.5o HDPE � r I /' ° D.B. PG. L T I 4 i.00 FF ` (MAX. HT. = 6') THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h \ Q 3 \ MAINTENANCE EASEMENT / asa LOT SWM FACILITY & � LOT I / I O � D.B. , PG. \/ / \ \ LOT 56 57 aa$ �: , V448 Pw k t k 0 v I I I 37F II. 44 EG - /�'' k �.k k. k. k E Yl}3C 12"Yardlnlet 465.33 U 55 ° r './ k _ k. h t . t..k - 12 52.10 1.11% 462.33 461.75 HDPE U o PROPOSED DRAINAGE __.I I / & k E \Y/ c� WALL MAINTENANCE EASEMENT / {� >� / \ Q \ -_ x I 'cn ' ///✓� k k. k - YD�B 12" Yard Inlet 465.33 I /'S\ � I, v G ROPOSED DRAINAGE SYSTEM / / PROPOSED 1z HDPE YARD DRAIN SYSTEM 14 o w L� " F k t E k . k. ° 455 - D.B. PG. - / b 12 45.92 1.09 /0 461.75 461.25 HDPE ' it . \ ..--- 453.67 GP I „ p 1 4gp:3� FF P � I � !� { !��. / / . � F k YD3A 12" Yard Inlet 465.00 Z a x0o ... � 4 PROPOSED VDOT STD. E5-1 kk �� / \ \ \ „- 453.0o GAR 433E-F / � p .° ..°. __I-, LET I l � � � ��� 7 , , �E . / � � k . k k � ' /� � YD-5A / LOT \ \ GAR 67 F �.. / / / / k o V / / \ \ 45z•33 4S3 r -i <.mh: / - _ EXISTING WETLANDS (TYP.) _ k t2 84.50 1.48/0 461.25 460.00 HDPE LU Q o S!{ ::\ \ F 453,oO FFE- _. -- 3I- �.�- - _�... /�//�.. '� ./. t k.f�.t - -k k. YD-3 12"Cleanout 464.67 > t - + /' \ o/ °- •- /� 4`s .. -'i 1 ) / -.E./ l o ~ Q o �- o _ /- / - Ll' <�k.c. 12 16.75 1.49 /0 460.00 459.75 HDPE IY E PROPOSED 8" HDPE ROOF DRAIN SYSTEM L / W PROPOSED VDOT STD. CLASS A2 RIPRAP OUTFALL PROPOSED STORMWATER / - 0 1� 2$ Yo 8: CjA� I �' 'I f / / / 1 �: F k ��' o I Z w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT 4a6.67 \ a �b 7 45 , 33 f� I / l l (�. U) c DETENTION FACILITY 451.00 \ T 0o FFE I / E / 455• L�. - (L=8', W1=3J5; Wz=g.z5', D-1.5 MIN.) SEE VSMP PLAN FOR DETAILS LO 1.6 FF % r, A / __, I / / / / �I J E / YD4D 12 Yard Inlet 462.0o O z A .A., 4s 7 `. _ ,.. zs I :ae /.y_. LOT- i �_ �- - .� -/�; �� I�j. i. � �. � '/� - �i H J Z (WP020200004) 53 ..., _ I /.:' a0@'y :. Il I I I -I � - / � . I' I. �. f. 12 69.00 4.35% 458.00 455.00 HDPE a� �., / / l /� i LU w 5� ✓, :...-. 0 0 / 3 // / .�' / /.I I�. 1.1. '. \E. ./e /- �. YD4C 12"Yard Inlet 459.00 w z t�l °..'.00 GA ,� _/ h B.�,: J i �. l 1. 1. ��.� l�/ /�/�. / 12 56.30 3.55% 455.00 453.00 HDPE 0 / x ,. : 6. A // // /��I / E z w - :\ _ LOT 4�S°� 6 FFE --•.p :: ^'> / ° 45 ,'33 /. . / E 456.00 J w 449 7 " / 1z+So 8/° 457.0oFFE //� Z - i ., .. .�. y. i F � /� - ./. . - El. ) . .�. E. �, 12 51.10 1.14% 453.00 452.42 HDPE N PROPOSEDVDOTSTD. \ i W17• j,.,. yyf., LOT '� '../ I ' -.J �{ / l /�/ / -\ � /@ - �/ / YD4A 12"Yardlnlet 456.67 U) J • \ 409 LA Al RIPRAP TFALL e / - ti ./ <<y f// E f wl GEOTEXTILE FILTER / / ✓ ./ .. 0 37 / / /. / - b � � � / / _ �/�� / 12 79.08 1.16 /0 452.42 451.50 HDPE � � U Y... l 47 67 ./. EXISTING PRESERVED k YD4 12" Yard Inlet 457.67 w \ FABRIC UNDERLAYMENT LO I 448.33 / �. ° / // % %! i T / ! / l STEEP SLOPES (TYP.) �� / / 12 22.55 1 11% 451.50 451.25 HDPE w > / (L=8', W1=z.5', W2=g', D=1.5' MIN.)�.l ll / E . / \ \ 60, m 4 67 FE �b P / / / � / . �. EXISTINGTREELINE(TYPJ. �/� YD56 15 Yard Inlet 449.00 �Qr� . ,� 0 /� . y\". 1 ��✓ - �,/ /f� 9 E l / P e. I. ! E 12 101.30 0.99% 444.75 443.75 HDPE V O > / zo' PRIVATE DRAINAGE EASEMENT i `i° �� / . �. % E f I YD 5A 15" Yard Inlet 446.67 59 F \ D.B.,PG. 6° JP vFy.Q / / GAft ! �. / / / // o LL / / E./// -� / 12 106.20 3.22 /0 443.75 440.33 HDPE C� '/ -� /. /.�/ / - �; /./k. /. /�1 - [/i i/� YID-5 15"Yard Inlet 445.00 0 N s XOT / r ! '[; / 15 94.4CID 2 0.35% 440.33 440.00 HDPE LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES �iC �L Yp 5 00 / RAINAGE EASEMENT /: j _ _� J✓ 0z�p / 38�HAVE BEEN DETERMINED TO BE LESS THAN 25%BASED ON NEW / TOPOGRAPHIC INFORMATION (SEE: BROOKHILL - BLOCKS 9, io, & u I LOT 416.33 GAR h // / / ' ySTEEP SLOPE SURVEY EXHIBIT, DATED 1/6/21) TO THE SATISFACTION OF / YD 7F 12" Yard Inlet 417.00 F E \ \ ° �� ' \ O E °0 / \* / /� THE COUNTY ENGINEER AS PERMITTED UNDER SECTION 0. . (b)h 12 68.85 5.33% 414.00 410.33 HDPE w I- E & x \ 447.0o FF I f/ 68 I w 1 / !/ 3 7 4 w \ PROPOS D \...`ro•.: / I'�_ --- -- t •: '.:i- / L - / - / I /. /e/ / ..E. /. i r ,� YD-7E 12"Cleanout 413.33 0 w REENWAY � / 50 1 � f ., / � t� f /J / I / /� / -7 . / ,' 12 37.00 4.05 /0 410.33 408.83 HDPE JOB N . E (TYPJ 7 / / // EXISTING STREAM /;f YD7D t2 Cleanout 4tt.83 O 58A PROPOSED 8" HDPE ROOF DRAIN SYSTEM � '� � z • 3° � //449'33 GAR / % /// , / �'� p ( � / E - 12 110.55 4.37% 408.83 404.00 HDPE \ SWM FACILITY & 6 GAR I / / I 1 \: � �I I .... / ✓f/ 450. FE:: � / � e F � 182150 0 e \ � r 8B \ 445\ 7 11 I ° � 3oA '° .,>; ; �, �/ � '�" I / / ./// va7c ° 12" Cleanout 407 0o N AINTENANCE EASEMENT LOT 6° FFE s of 11 LOOT/ KYLE I e . o \ 44 33 __.L.. - / - 1 - Q / 12 111.58 1.05h 404.00 402.83 HDPE SCALE °\ /� - / p, // 49 -I 'o^ / p0. 3'9 // GAR / .-. / /i 30 -�5 jo 66/ - l'... /. - ./. .�. / „ . - YD-7B 12" Cleanout 407.50 •� \ \ D.B. , PG. _ x 4 1 71 / / 1 "=JDr o p 1/./ ;`- h4). ✓ �f" 44a'I� j /. �.. j.. /// -,� ) /. / /.��/ 12 88.50 2.07% 402.83 401.00 HDPE C �. -� �. _ \ o \ _ _ / / - .,✓ / �. - fF/- ..� / YD-7A 12" Cleanout 406.50 0 o SHEET _a. 66 - / •' - L� / { IN FEET ) /�. - / 12 70.75 7.07 /0 401.00 396.00 HDPE m \\ \ - @ / YD-7 12" Cleanout 401.00 y I E - S SHEET 10 LOT 4as 6 FF R 7°0 �do % b / / / /. / / / 1 inch _ 30 ft. / g 445' 7 6 / �, �a / Lt1 �k / / E /. - ✓ 12 12.33 8.11% 396.00 395.00 HDPE PROPOSE FL AGGREGATE OUTLET Tax �, X � / F / yaj „ :: ///✓�3 � P �"' E / �Y / A H IN SEE SHE T g _ /' NOTE: SEE SUB202000052 - BROOKHILL (10 'yjv VAR. WIDTH PUBLIC PROTECTION w/ GEOTEXTILE FILTER\ ,66 '/----\ /Y LOT '" TH OFhDRAINAGE EASEMENT \\\�\ 4O1 FABRIC D INTO EX. GRO. FABRIC IN - \ I- BLOCKS 10 & i1 ROAD PLAN FOR�I \ 4BE KEYED INTO EX. GROUND 9"MIN. / - \�. LOT 445.67 GAR % I . 1 /C�, .B. PG. ' 445 6 FFE 71 E.4AT ENDS &ALONG PERIMETER. ... \5 .' a /o am / FABRICTDDVERLAPAMIN.DF9" � ] 48 - v :; .. 3 a.6o� R ROAD, DRAINAGE, &UTILITY PROFILES R. LLINS- - IN.) o 44 / / / ,/ / \ (L-10 w1=6'; W2-6', D-18 M 8 67 fDRAINAGEL� Lic. No. 035791,E PROPOSED VDOTLL. AI RIPRA� LINED DOWNSTREAM OUTLET / k �� �. .11� \V .. /. 1 A<-.-. \> , .� , '<�V���� .44 / /Loy ! // / AND PROTECTION, WITH FILTER FABRIC UNDERLAYMENT. FILTER , / A ;:SEE VSMP PLAN FOR OUTFALL�_'PUBLIC DRAINAGE EASEMENT :°�i -.��, /- "' - v �� 2 3�5�21 w� / / FABRICTO BE KEYED INTO THE EXISTING GROUND A MINIMUM \ DESIGN INFORMATION �. �,�, D.B.PG._ 64- o • 5 :>, _� OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE WP02020000 `ax ° . / /STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERGY ( _ _ _) E I �. -...f° A - �'' ,. / ... y / !; �i<¢�S / v �L(MAX.PROPH . -WALL_ DISSIPATER DIMENSIONS: 16' LONG, 15' WIDE AT THE - - � � - _ �I � � � -� " -18"\� \ / r (MAX. ✓ �,/ / �� / / / CULVERT AND /21'�WIDE TTHE END. -TON THICKNESS - E .k. I\ �\. \�. , , ' 444 TW jk ,/ k/. / k / / / k 370- 7 /..- 440 BW C\ / / > - / ✓✓. 00 GAR / / 440 EGA / ! �{i 9`. . / !/ /4�.67 FF i LOT !// / k . i I \ l C fC i o \ / ..� x5o 435"13 T ® / k k k . /k / k 1 P .G ��a .'1 f' f / W MAINTENANCE ASEMENT /k % LOT \ F6 <<� \` . 56 6zA o ; 43 67 GAR / E k k LOB / / k D.B. _, PG. _ j / 6i / 7%6 � �-3FFE,„�f y �� � /k/ ./!e. f - --�--- 8 5 � / PROPERTY BOUNDARY (TYP.) / k 44 CsA �o 3 / /. / / .. lk ) / l ) SM F r : ��'l ylxo = 4367 FF T COT :: / k/ / % DRAINAGE DESCRIPTIONS Z / LOT 30.83 B p io' PRIVATE DRAINAGE EASEMENT ./. - k �. /. // / ry ,yam' / / / /� \ e \ ..50. .v0 /..• i. - ,.- / /./ PIPE INFORMATION INLET INFORMATION O J /, •. ..�. 5 _ \ �� 3AR j. \ D.B., PG. c y.'. k. �. STR. NO. DIA. LENGTH* SLOPE INVERT INVERT Curb SLOT RIM ¢ 439• 3.Oo FF -/ L / /k./ F (in.) (ft.) (%) IN OUT MATERIAL INLET TYPE Type LENGTH ELEVATION U k k k� E/ io' PRIVATE DRAINAGE EASEMENT 4 / FFE %moo \ \ i ,B`SM \ %j/ ✓ t // I. _ k/ ' _/ /.. 4 T / - - \ 43 7 46 / ��< /E / y / k /.. / / 56 MH CG-6 439.67 m / LO/T w 4#l� B I / O /0 i j - /. / �' 55 24 118.47 1.04% 429.83 428.60 RCP Z w O q \ PROPOSED 8" HDPE ROOF DRAIN SYSTEM �jk/ / / 54B DI-3B CG-6 8 437.50 O z ¢ / / / /3 / x� LOT /k k� o / /k / / hA� dkX \ \ \ 47. / / /, � 54A 24 41.49 1.01 % 428.50 428.08 RCP U) I- // Z // / - / / 438 7 / °p ,� ®.�. / //k / -' 54 MH CG-6 - 435.17 ,A LU .. 33f LU /'. \\ \ / / \ / ✓ 53 24 52.04 1.75% 426.33 425.42 RCPLOT Vl :.54B _ - / \ /r ,/ / k 52 DI.913 CG-6 8 431.42 ROPOSED DRAINAGE SYSTEM (TYP.T ti 51 24 49.17 2.54/° 423.00 421.75 RCP 82 .PROPOSED 8" HDPE ROOF INS 67GAR . / 'W / / ' \ 3 // / % / / . /k j �j / 50 MH CG 6 428.00 W /7v33FE' :, f %00 ... N / ..>\ \ \ '.i j' i !\ \/ f/F/ /. �/. /.�a . / �/ k 49 24 84.18 2.38% 418.67 416.67 RCP �4 G / / 42�0M� // / / 0 / / / kx\\ / / / LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES 48 MH CG 6 422.50 kJ / / /� LOT l / / , k i / / / '' / ro \ / HAVE BEEN DETERMINED TO BE LESS THAN z % BASED ON NEW 47 24 29.64 1.69/° 415.00 414.50 RCP EXISTING STREAM / � � 54/k / / � 5 ° ✓ £ / 1 TOPOGRAPHIC INFORMATION (SEE: BROOKHILL - BLOCKS 9, io, & ii //'� 2 --4�.6 G R 743 ,. i° \ / / / 46 DI-3B CG-6 10 421.08 % y q /^ STEEP SLOPE SURVEY EXHIBIT, DATED 1/6/21) TO THE SATISFACTION OF FFE / ir3�' 3 � sae' � �;< ' / / /THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h 45 24 85.53 1.93% 413.00 411.35 RCP 42S *q BS�VF� 54 / 438.67 GAR \ \ / / / k/ � � K, / k. / j � / F 446 DI-3B CG-6 6 419.67 %43941 33 �'- � / k 'K /, -�- _ % 44A 24 100.81 1.14% 411.25 410.10 RCP z // / / 5 / / E /k 44 DI-3C CG-6 8 417.83 u LOT \ \ / / e PROPOSED 8" HDPE ROOF DRAIN SYS - / r �x / \ s /k k. /. �/ /7. - \ LOT \ y� y : - 4A.00 GA 58 / \ o k / / f� / / / /// � \ / k 43 24 145.11 4.13% 410.00 404.00 RCP \ S3 .., F,8.67FFE / /' / //\ / E� 42 DI-3B CG-6 8 409.75 f 10PRIVATE DRAINAGE EASEMENT / /i / /� 80 / / / \ ;.'f `' ^ / ""pp� X � / � k/ / � /� k � �/ �k �. / 41 24 123.03 2.84% 396.00 392.50 RCP D.B., PG v / a GKR ' % s4D / �\ / \ k / / k / �� k k' / // 43 5 LOT v / k k / / k aoe DI-1 CG-6 399.00 4 o FEE., 5z \ 0 / / / k e 40A 24 107.20 3.73% 390.00 386.00 RCP / / LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES / k' / ,%� / ' z] ��MT / f / / /k. k / L T ,' / / / k - 40 DI-1 CG-G - 396.00 HAVE BEEN DETERMINED TO BE LESS THAN z % BASED ON NEW k / /GSA170.13 3.62/° 379.75 373.60 RCP TOPOGRAPHIC INFORMATION (SEE: BROOKHILL -BLOCKS 9, io, & ii / / k 7 / // / / �9 s/0 % 435.67 / ® y a ° STEEP SLOPE SURVEY EXHIBIT DATED 1/6/21) TO THE SATISFACTION OF/ k / k/ / ` / / 430. AR / / �ti / \ / O r / / / k k 38 MH CG 6 380.00 / g / iynn / 43 0o FE/ // Y % LOT / E 9q�G / k k ° THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h / k// / /4zis3 B5 ' T / 5i / / /k k k I 37 24 ------ 3.37/° 373.50 368.00 RCP / 6� /434.33 F ER 60 / / r / II /� �/� k k k /k k k. LOT `,r/k k / k / / y ROPOSED 8" HDPE ROOF DRAIN SYSTEM, Ik// / /O� k k / / / �/ k � 40D DI„'C CG-6 8 405.33 �/ / lk. l k l k k /�io' PRIVATE DRADI BALE EAPGMENT 4 .33 FF /\� 5° / f I�� T / ;' F 1 / / / / 2� �k k / k/ �I � //. / 40C 15 70.20 7.59% 399.33 394.00 RCP kl � � �k � . k � � ' � 1§°.�J &SM��/ ° <° / (�43z>�GA 6 � � /! �/. �� �/ \ / � / k � 9 � k/ � I/k . � %` / / fj LOT / x / / -- / k/ El/ k. � � I / r/ ' � I I � a/ 8 y SoA. ';'. ,t�3��FFE / ! / / k � � / �` �/// \ \\ � k k / / Ik// /k . ,. k / 77 / / / /k / \ k / k/ k / 44D DI-3B CG-6 6 418.33 - e k k/ z.3G/ %o k. � .� io' PRIVATE DRAINAGE EASEMENT. / / I k / / k � \ k k / k / ° k/ ' I k' I .I I/ 4 3 ,j �� •, / 1I f k I /, / 44C 15 42.44 1.18/° 411.33 410.83 RCP �\ / SLOT � D.B. , PG. !� � // /k / � � / k . EXISTING PRESERVED dd , `" j I M ry . ^ 50 � � k STEEP SLOPES (TYPJ l l r k l // / LOT 4 17 i �� 6z / !/ v k/ / /LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES k/ / - HAVE BEEN DETERMINED TO BE LESS THAN 25%BASED ON NEW - k) E. / / �../k /.I 41 °,.}. 6 / ` / go `49 _._.Pv / /, - ��.. // &�/ &/ /k 48B DI-3B CG-6 8 422.42 k k // 4 / / / / / TOPOGRAPHIC INFORMATION (SEE BROOKHILL -BLOCKS g, io, & u /x /. \z3 GAR• , _ PJ�IZ , ? 4/ Y / / / k STEEP SLOPE SURVEY EXHIBIT, DATED i/6/zi) TO THE SATISFACTION OF / k / / / �` 48A 15 41.24 0.82% 415.67 415.33 RCP 2 .00 FFE o° OTC ' %/ a / / /k/ k /THE COUNTY ENGINEER AS PERMITTED UNDER SECTION o.. (b)h / k j r / 4 5 / ox vQ� // 4Z9dbGAR� / // �j ��// k/.1 . k i5a7 65MT y. / \ 3 t4 / k ' k vD 7D uio ' j / k / \ Y ✓ / / %� / /f / r /. k / / k/ / . �/ �. DRAINAGE DESCRIPTIONS 50B DI-36 CG-6 8 428.25 k k k k k/ // LO 48 _ / Q i / LOT/ j 4 / / k / / /k 11 / PIPE INFORMATION INLET INFORMATION 50A 15 41.21 1.21% 421.50 421.00 RCP k �,/ Z7.67 GAR \ / / / k Z . T / / k i' / I. k // 75 �� / 3FF �' /-_- / /. /' _ /. / E// / _ - 4 STIR. NO. DIA. LENGTH* SLOPE INVERT INVERT MATERIAL INLETNPE Curb SLOT RIM . k k I l k ;, / / / _ / / `> / / // / / k./ _� / .E/ k 10 (in.) (ft.) (/°) IN OUT DI-3B CG-6 Type LENGTH EL4 3A 30N 54D DL9B CG-6 8 435.42 k / / 4zz.5o GA > / e .k_ Ik k - PROPOSED GREENWAY (TYP.) // / 3'i] FFk�` j ' �qti '48A.. /�+� `�'\ / / - /k% / / k / . /,- I 3 15 205.54 0.52% 439.58 438.52 RCP 54C 15 41.56 1.20% 428.50 428.00 RCP le 3. 3 BSMT 46 0� / G LOT k k . k / / . / L T I xh / 4z5.6 �` / . k 8 DI-36 CG-6 14 453.33 / / ' / 8 1 fryo / - * �3FFE / 6� /i / / % /j / k//k / / 7 15 176.70 0.51% 438.42 437.52 RCP / . '/ _ ,/ _//./ k 6 MH CG-6 - 461.33 68 DI-3C CG-6 8 444.00 .kk. kil_ i..l�.lF.�. a.... �..... LOT /. �'..//./. / / / /%E. /- /� 5 24 171.74 0.77% 437.42 436.10 RCP 67 15 45.54 2.70% 438.00 436.77 RCP PROPOSED 8" HDPE ROOF/YARD DRAIN SYSTEM z.SohF : ' ✓ / 70/� / // k / �. / / / / 4 MH CG-6 454.83 66 DI-3B CG-6 10 443.50 i / L T iz.67IBMT �> 6 / / / © 5 / k/ / / k/ k /, / // k/ ° 65 15 52.04 0.61% 436.67 436.35 RCP f ' '/ 423.67 GAR / if k/ - PROPOSED GREENWAY (IYP.) �/ 3 24 114.67 1.01 /° 436.00 434.85 RCP k l k / , / / �.. 73 _.j $/ �9 �,�?3FFE / F. ,..., i/ / j,/ �k� k l/ / 2 MH CG-6 - 444.00 64 ° DL3B CG-6 8 441.50 j 4z .i GAR T / 44 Nh Z� io' PRIVATE DRAINAGE EASEMENT. k� / / / k k k 1 24 62.87 1.19% 434.75 434.00 RCP 63 15 63.77 1.96/° 436.25 435.00 RCP 1.83FF r 4zz, GA LOT , D.B. PG. k % i 133 _ / / / / k / - �/k/ /. l k / 62 DI.3C CG-6 6 439.92 k. ). k k I Ik /� I 4i$t�0 � 6 / 3,0o FIFE 66 / / �! �. / / k/ � k//� j / E// // � / k 61 15 23.15 2.16% 432.50 432.00 RCP k / / k / / k / / k/ / / Gc k io'PRIVATEDRAINAGE IEASEMENT f ° �OT / II , \\ / / / { / k/ k / k% 16B DI-36 CG-6 8 465.17 - D.B. , PG. ° 2 a� . '� / k / /4- 4z 'k % � /k . / /�' E / k /\ k l 16A 15 27.66 1.16% 458.50 458.18 RCP k ll 7 4z .5o GA F. /T / // j / C / k \ l 16 DI-3B CGS 6 465.17 i/ E k k ' k k� 1. / / 4 i� FFE/ / \ / 6 / j / ell" /k / k✓/ /j //� ./� . k ` I� ° 62B ° DI�B CG 6 8 440.00 -.k. % -� / /. /�-/ YD-7C 4ia,3B,� T„ 0 //. 44B ;, - �/ k� /. // �% k/k� l \ 15 15 67.59 1.06/° 458.08 457.33 RCP 62A 15 27.86 1.44/0 433.00 432.60 RCP 4 `- / k 14 ° MH CG-6 - 464.17 / / / I / PI/ -PROPOSED 8"HDPE ROOF DRAIN SYSTEM, \ k /k[[[ � LOT / ok / /. / k k �^ ( I 1 / y � -; / / / / / � / . / /� / /k � � � j 13 24 121.62 0.53 /° 447.50 446.85 RCP - k / - k l / - / / - - / kl - 7 1 ro / k/.ik. - k 12 DI-3B CG-6 6 462.00 70 DI-3B CG-6 12 444.58 k k 4.199.83 GA / k / / / / EXISTING PRESERVED k j - - rk�. / k //�.�/k///k / 0 69 15 45.86 0.55% 440.25 440.00 RCP 4o.5a FFE / / / / k/� i STEEP SLOPES (TYP.) 11 24 29.15 0.58 /° 446.75 446.58 RCP k k . l / l kl E / k / k l I I 4 b.67 BSMT �44A / /k /k /i / /. / / k//k / k i k. . �. - e. aa�..N �/l k l �% I \ / X . / /k �/ // / �/j k/ �� �. k k 12B DI-36 CG-6 6 461.92 78B DI-3- CG6 12 448.83 /k /- "' '-/ II _-N- - -- J k // 7L/ // EXISTING_STREAM � �i�^ �, '`.E. k- 1. 12A 15 27.75 1.51% 454.75 454.33 RCP 78A 15 55.98 U.57% 44L50 441.18 RCP 7 k �. F / 4=8 / /�/ i k�%,i k I 78 DI-36 CG-6 12 448.75 k / kl k l . k. k! [[�.I�'J __ _- I - -� - \ /. / k/ �/ E/�// / �, / `. k - k - k _ F IF 77 15 291.25 1.94% 441.08 435.43 RCP .�.k. k.l I/ y I I Irl.. \ :.-.- \ ._/ //. � - ,. k.�. - / E/ - 26 DI-36 CG-6 6 456.83 76 DI-3B CG-6 12 442.83 k I �\ / 44C / /k / / / // //� �� k k / k--�// / 25 15 51.10 0.78% 450.50 450.10 RCP 75 18 131.63 0.87% 435.33 434.18 RCP 1..i k k/ % //� k k pq:83�GAR z `•/ / / k/ / // - �,k! k . ,/� 24 DI-3C CG-6 8 456.00 74 1 DI-313 CG-6 6 440.58 % I k/ I I 7}20.50 F'FE / k / / J< . / /�/K, /� k k - �. - / k J ,6]6►�.T� • r- / / k. /k// -'/ ,�//" / k�. k -< t k - .� 23 15 85.52 0.56% 450.00 449.52 RCP 73 18 59.07 0.95% 434.08 433.52 RCP /. k_ I � ,E/. . I .I�/ I I I I _{4 :'� •� .. .. / /k / /k ///. / /./. /� k. <. E k k -1 / 5'. .g k ."- / 22 DI CG-6 6 457.00 72 DI-3C CG-6 6 440.33 I LOT "' k /. E/ k // k '' k k k i k / //fk ° ° k _ k l / O \ ? 44 / //k �/ �_ /. / k / k k t / . �, �/ / 21 18 89.05 0.55/0 449.42 448.93 RCP 71 18 72.56 1.02/0 433.42 432.68 RCP / . /kl I 1 III I -\ '` :�.�AR --.4 �\ _ / �/ ��. /. /k. �/ - �.k� I 1 <. t k * _./F /k QQ.� �/ 20 DI-36 CG-6 8 458.75 60 MH CG-6 - 440.25 %/E //k 9�/ 19 24 130.40 0.55% 448.83 448.10 RCP 59 18 131.32 1.00% 432.58 431.27 RCP q4 ,67 BSM \ 4'1 7/ 4i / k / / / k / /�// / �% k ` kt k / . k/ k / . k // / 18 DI-3B CGS 6 463.75 58B DI-3C CG-6 6 439.08 C \ J 0 l- ljk k YD-7B. \ LOT \�// / k�. f-_X i 17 24 66.81 0.60% 448.00 447.60 RCP 58A 24 39.66 0.61 /° 431.17 430.93 RCP k / / I 6 .83 GAR 7% / k / / / / k / k l k k ii l // 58 DI-3C CG-6 12 439.08 k //k � \ 9 4 So FF�„� 43' / / �` � � // / � (., k l I XISTING WETLANDS (TYP.) / 4i0. jB4M /// / / /// /k / / S� k� k } k I k f k Yi / / 57 24 1----- 0.54% 430.83 429.93 RCP k 'k- I k/ / 20B DI-3B CG-6 8 458.75 k// k I k k LOT � / _/ � .- - / / /L / /k /k ///� . �/�j // / - �---��. -_, k � I _ E k, � k / j k p / // / / 20A 15 33.90 1.24% 452.17 451.75 RCP 76B DI�B CG-6 12 443.00 k PROPOSED iz" HDPE ROOF/YARD DRAIN SYSTE \ 1 bg ! /� •• �/ / k /� / / k k k k / v / / / k / ,PROPOSED DRAINAGE SYSTEM (TYP.)` 76A 15 69.95 0.81% 436.00 435.43 RCP 30B DI-3B CG 6 10 447.42 k ° k io' PRIVATE DRAINAGE EASEMENT ' / j / k // /kf / / k k PROPERTY BOUNDARY (TYP.) / s 30A 15 28.15 0.53/° 440.58 440.43 RCP k / / -_ : � � - � k / / / /. k // // . k_ . _ _ /.. 30 DI-3B CG-6 8 447.42 80B DI-3B CG-6 6 440.58 k W D.B. , PG. _ / k k /k / aAPWC k ° °/ ` / �• / / / / - k / i 29 15 156.27 0.52/° 440.33 439.52 RCP 80A 15 50.86 1.28/° 434.58 433.93 RCP zo'PUBLIC DRAINAGE EASEMENT7 k/ k k SCALPk r / , 28 DI-36 CG-6 8 454.83 80 DI-3C CG-6 6 440.33 D.B. , PG. / / k / / / ' ° ° s ° so 27 15 181.70 0.51% 439.42 438.50 RCP 79 15 55.75 0.56% 433.83 433.52 RCP YD 7: >. \ / / /k/I �/ I�I,,rr �Vf - k ( IN F T,)k / k k f / 28B DI-3B CG-6 12 454.75 80D DI-3B CG-6 6 440.50 k MA�CHLINE - �E SHEET 12� / k k 1 i>> en 30 I . ° ° y. k / 28A 15 27.72 1.19 /° 448.00 447.67 RCP 80C 15 42.04 1.59 /° 436.00 435.33 RCP z cvi M Q ° J ' 0 N ® M C s 3 WN o 0 N ~ n O � o CA o N J Qu, W > z a o LLJ z J > J� d o LU 06 ^ w n Q O z .o n/ Q,�/ 3 Q O L Q o v u U �016 o r Im (D v V / -- Q o U) O oc L ° Jz LLI z w W z J z w U) _J z J o o n I o Q O ❑ 0 O � U CN x Nco U � w o J N ti F � w E w U d U, JOB NO. � 182150 SCALE 1"=30' SHEET NO. 10 L — \\ k PROP OS D LAT V�OT CLASS A OAI(SE AGGREGATE OUTLET/ LET / / / / / / /4/ PROTECTION w/GEOTEXTI LE FILTER FABRIC UN DERLAYM ENT. FABRIC TO BE KEYED INTO EX. GROUND 9" MIN. AT ENDS & ALONG PERIMETER. FABRIC TO OVERLAP A MIN. OF 9" PROPOSED VDOT STD. CLASS Al RIPRAP OUTFALL - _ \ L=10', W1=6' W2=6', D=18" MIN.) w/GEOTEXTILE FILTER FABRIC UNDERLAYMENT SWM FACILITY& WALL�(L=16', W1=7.5', W2=i8.5', D=i.5' MIN.) E 6) MAINTENANCE EASEMENT D.B. , PG. CSEE V MP PLAN FOR OUTFALL h' J _ DESIGN INFORMATION ' F � y � � / w --EPUUEA�6BLVDRCE W j / fj QQ, S FUT RE RDC W \ L \ \ \ \ vv ~ 4c PROPOSED GREENW_AY (TYP.) :RVED STEEP SLOPE XISTINGSTREAM' * " / ems— BASED ON NEW / /' ..... O� - BLOCKS 9, io, & ii ) THE SATISFACTION OF SECTION30.7.4(b)h_,t�mhS i e / Y..- - -- - — — i GRAPHIC SCALE 30 0 i5 30 6o ( IN FEET ) 1 inch = 30 ft. 39+So I I EXISTING ARCHER EXISTING pUBLICAVENUE 93' WIDTH R/W AD NOTE: SEE SUB202000082 - BROOKHILL BLOCKS g, io, & ii ROAD PLAN FOR ROAD, DRAINAGE, & UTILITY PROFILES AND DRAINAGE CALCULATIONS. PROPOSED VDOT CL. AI RIPRAP LINED UPSTREAM ENERGY E - I I I I k, DISSIPATER, WITH FILTER FABRIC UNDERLAYMENT. FILTER — — \ J E I FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM ) Ik° I .I 1 N I I / OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE / 40' PUBLIC DRAINAGE EASEMENT 1 STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERGY D.B. , PG. ' —> J� DISSIPATER DIMENSIONS: 10' LONG, 10' WIDE AT THE y CULVERT ND 1§' W;D A THE�END.SONE T ICKNESS-11" c PROPOSED VDOT STD. CONCR E \\ HLADWA L WI I H 45° WING WALLS _ Lk / / � PROPOSED CULVERT- SEE SUB20200oo82 LIP BROOKHILL BLOCKS 9, io, AND 11 ROAD PLAN o _\ FOR DESIGN INFORMATION �\W 6kO �Ln 80 -` a 8oB So `14 8oA 79 60 I7 78B 6B 44° / +0p 78A 44+0° �\ — — — 41+per 41+50 W W — W — \00 _ARC VELXI 42+50 43+00 \ VAR. WIDTH PUBLIC STREET I e \ ;- ,6A \ \ 75 77 ° 4 -- _— / 8 _ 403 — — VO F 76 42° 402 �e A A e 454 \ o \ �\ _ \ \ 43 \ \ \ V A A V \ \ PROP SED VD 'T STD. CONC \ \ PROPOSED DRAINAGE SYSTE TI\ �I\\ �HADWALA TH450WIGWA v(/ \ \ II I \ ��/ y J� / I I PCOARPO SE LASS AGGREGATOE OUTLET \ \ \ 6 VAR. WIDTH PUBLIC \ r E TEXTILE FILTER �� 401 PROTECTION w/ G O \ J I I I IDRADI GAGE EAPGMENT/ \\ 4 0 0 FABRIC UNDERLAYMENT. FABRIC TO / \ 4-,BE KEYED INTO EX. GROUND 9" MIN. PROPOSED DOT CL. AI RIPRAP LINED DOWNSTf�E M� OUTLET I o- FABRICDO OVERLAP A MINS & ALONG E OF 9" PROTECTION, WITH FILTER FABRIC UNDERLAYMENT. FILTER \ (L=10', W1=6', W2-6', D=18" MIN.; FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM OF 9" AT \ EE VSMP PLAN FOR OUTFACE . THE ENDS AND ALONG THE PERIMETER, AND THE /STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERG \ t DISSIPATER DIMENSIONS: 16' LONG, 15' WIDE AT THE WP02o2o00°4) ESIGN INFORMATION CULVERT AND 21' WIDE AT THE END. STONE THICKNESS=18' j 1 'I Lic. No. 035791,E 3/5/21 ¢�'41 .. W N O N C1 m M L z ® M N Q ® M CL � W 1 N ~ C: WN J N W > z W LL J i ,--I �1 W �. V 06 O z _j Q .--� 0 C) 016 1 V V Y z U) ~" u U) O W ZW � J U) uJu JLu L _ O 0 O O W U w J ti F w w a U) JOB NO. 182150 SCALE 111=30' SHEET NO. 11 �,TH OF�� --- - e � — / \ e E/ i / e / YD 76 \ 49.83 GAR / /, . % //� \ 69 4z .So FFE , �/ ' 43 / / / e/ �// 4io. 7 BSM o 'SCOTT R. LLINSZ / / /// ///� / / / �� LOT ,� ;✓ / / y /� j �/ j / ✓ PROPOSED iz' HDPE ROOF/YARD DRAIN SYSTEM � i \ GH / / o A e U Lic. No. 035791,E °3/5/21 Gti PROPOSED DRAINAGE SYSTEM (TYP.)`/ k SIONAL E' <io' PRIVATE DRAINAGE EASEMENT _ ✓ / /. k / 4z. zo' PUBLIC DRAINAGE EASEMENT k E F I E I /' �/' D.B._ PG. / // 4/ / p. \ /irr�yy I l✓� 1!I V E F./� / I \ / 4z j / / k � /k I -� / / MATCHMINE - SEE SHEE I � k k / / / : F / / c / �l. E I YD-7 ! / 42 ,/ //�/ / E�.k. / / j - / /�/ _ o. \ F, /\ / _ ! I. zo' PRIVATE DRAINAGE EASEMENT e E L o 0 v=i .a. F k k PG./ F / �/ E e� / \ k �/ � I V > H I 1 ILu 1 1 I F/ / I / / / I. I 0 405 33 yoD /� i �Y i E /%% ��i' I W C p k E / I e E E / zo' PUBLIC DRAINAGE EASEMENT,,— / / / /� k e / // k . / E .�. �_ld < I k i7 IE / D.B.,PG. k I k1/ I �I k\ \� j ///�/�//i �� �� l ill � s ��A�\ ��'� (� /Y / I l o Er ✓ I / �k\ PARKAREA j! //.I� EI ' I I :..\ EXISTING STREA L9 k k k 4� / �! // zo' PUBLIC DRAINAGE EASEMENT f % / E/ / /k .� E , y�/ - % r�///l� / / �/ / ' / D.B. , PG. I / /� 4/ / E / - �. k ( / / E // �/ / / / / / L ® M CL / /e / F / / F 1 I v) _ , LE W I , I� I ,;� // �1 I �NOTE. SEE SUB202000082 - BROOKHILL BLOCKS 9, so, & is ROAD PLAN FOR N o \ , , < ROADDRAINAGE& UTILITY PROFILES AND DRAINAGE CALCULATIONS. N J 8 / I I l '� - /% > Q XISTING ioo-YEAR FLOODPLAIN ( P.) 1 / /E k E / - %/ LLI 1--II \ E \I \� ROPOSED GREENWAY (TYP.) i/� > / 4 e \\ e e /" L / e k/ / / / I I 71 V . / // / /� I�h // / / W �--I Lu C� E p 37" ROPOSED DRAINAGE SYSTEM (TYP.) �/ / & \ E/ k / II I06 k k k k ur -i Q — \\� � Q / �� F L / / / ♦ / / OO /k 4- I \ 1 DRAINAGE IEASEMENT �✓ k /DTH PUBLICF E \\ E \E E X l /♦ /� k/k E / \ /�I Q z _ U �--I o 016 f'/ 11..D.B.iPG. /E� ♦� �/ k �z / ♦ V V /G / /. G k k k E � i �. ` k / / � k k k E F E E / E/. \ k E k / / kkk�hk U [ �' �1Wf/"\� F �%�� L� � _II � � k \lF//k E � / / � /' / � I / • C'.•F /.C�. `'\_ \ � U) � O I. �. /k. Fk�\ 1� //�� � , /G/ 4Zk. k h k / / �/ I \ \ I`W / X�TINGioo-YEAR�OODPLAN \\ '.�A�l_ //0 /-��� E U) e I /Eh/ /k /kk / / / \ � D. PROPOSED VDOT STES-i &RIPRAP E � E � / /� / w // e ° CHANNEL OUTFALL- SEE VSMPPLAN� I E. _ ✓ / FOR OUTFALL DESIGN INFORMATION / � O �(WPOz0200004) /i / / � / / \ — — — - - / f �1�-�i — / / . / / / \ \ ► — � — woo o 4z k k, 1000,_---- PROPOSED VDOT STD. CLASS II RIPRAP OUTFACE G� ' / k / \APlllC—SC-AfE w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT F� /�\ ♦ 30 (L zy', Wi�6', Wz iz', D z.5' MIN.) ki � � I/I � � A \� � � — o— \ JOB NO. — —_ F � � E � i/ / E � / /` � / \ � � — — �/ ` � — - - — � � — ( IN FEET-j- / / � / / E/ / / — — —1 inch = 30 ft. \ _ — — — 182150 SCALE E/ �/ / I _ \ w — - / — — -j�— e \ — — — — — — — — - - - - SHEET NO. 12 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF PAVING COURSE AS SOON AS POSSIBLE. A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUC77ON INSPECT70N OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST N077FY 7HE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF 7HE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL GI 2A DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCRON. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY B' ]° 6' 3 3'-9/2' 3-11�" 3-1/ • 3, Ar' ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF X M GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.WA» �WW 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS GR-2 GR-2A S 3" POST SPACING) CP-1Ai' POST SPACING) SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. JIM DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND NOTES: PROPERTY NUMBERING ORDINANCE AND MANUAL. GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ((`,([y�II��� 1YE'111�E1111111 ONLY AND CAN BE ADJUSTED BURNS CONSTRUCTION IF AND J�L 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY AS DIRECTED BY THE ENOWER. THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE FOR DETAILS OF POST AND BLOCKWTS SEE SHEET NO. 501,05. N OPTIMAL OF2A METHOD • OPTIONAL M-2A METHOD MING NESTED RAE USING ADWTIONA. FOR DETAILS OF RAIL ELEMENT RAIL SEEM JOINT, AND RAL ON BACK OF POST DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS MSOOEE ATED HARDWARE SEE MT NOS. 501.01 AND 501.02. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN RAL ELEMENTS ME FURNSHET SHOP CAVED FOR RADII • WHEN NESTED RML T ACOTNG RAIL 5 PLACED ON BACK OF POST FOR CREST THE POST SPACING WILL E PLACED SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. BETWEEN s FEET D 1 O FEET. j 12. VOOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE NOT BE gi WITH A POSTS ON BE EMOW iX N4/L•'' SHALL FaoT SUBBASE MATERIAL AT ALL CUT AND FILL 7RANSlT70NS AND GRADE SAG POINTS AS SHOWN ROM D TICAL.&ONE W-BEM. ULALTER TS. ION O POSTE SHALL RE SET MD ALIGNER HE SPECIFICATIONS - ON ALTERATION OR FORLE,AS PER ON THE ROAD PROFILES. secnoN sos a THE sPEDRcpnare. AT A 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE ALL G4 MIN RAIL SHELL BE 4NMNNEO HEIGHTT ON 27 AND " MIN - U28Y4" MAX AS MEASURED PER STANDARD GR-N5. DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE ALL W-BEM RALS SHALL BE LAPPED N THE DIRECTION OF VENCULM TRAVEL FOR THE FINISHED ROADWAY. CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPEC77ON PROCEDURE AND WITH A THE OPTIONAL M-2A METHODS OF NESTING TIE RAU DW USE VDOT OR COUNTY INSPECTOR PRESENT. SSTA DA ADDITIONAL G zASRHALLOBE PPROVED°BYTTIREPENNGI EST NGINEER PRIOR TO INSTALLATION. ROAD NOTES GRADING �"D� ROM AND BRIDGE STANDARDS 1. THE LATEST EDITION OF THE ROAD &BRIDGE SPECIFlCA770NS, THE ROAD &BRIDGE STANDARDS SHEET 1 OF 2 REVISION GATE OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATONS SHALL GOVERN THE MATERIAL 501.04 Ana AND CONS7RUC770N METHODS OF THIS PROJECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM 7HE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE ENGINEER. J. ALL GROW7H OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETA77ON 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. 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. 3. 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 M7H THE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICATONS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF 7HE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. 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 774AN 10, 774E DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY 7HE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE 1S PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEE7S REQUIRED GRADATION FOR TYPE 1, ll, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. 7HE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT 774E COMPLE77ON OF THE INSTALLA77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. 7HE 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 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT ViRGINIA DEPARTMENT OF 7RANSPORTA77ON 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. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG 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 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. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLAT70N MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCT70N INDUSTRY (29 CFR PART 1926). CG-12 NOTES COMPONENTS OF CURB RUMORS CONSIST OF THE FOLLOWING CG-12 NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYGRI.LIC CEMENT SIDFWNJ( (DEPTH IN INCHES.AREA IN SQUARE YARDS) HYDCEMENT SIBI [DEPTH IN INEWS.AREA IN SQUARE YARDS) ReLLIt GENERAL NOTES CURB WHEN REWIRED LCG-2 OR CG-3 IN LINEAR FEET[ DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS[ GENERAL NOTES CURB WHEN REWIRED WG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE tREA IN SOUME YARDS) I. THE DETECTIBLE WARNING SHALL BE PEROXIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM MD SHOULD 1. THE DETECTIBLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE MOVE ITEMS 15 A SEPARATE PAY ITEM MD SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIAS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATER&S APPROVED EMT FOR BE SUMMARIZED FOR EACH CURB CUT RMP. DETECTABLE WARNING 5UFACES. PRODUCTS NOT LISTED SHALL MEET REWIgEMENTS OF THE SPEGVL PgOVISION FOR LG-12 OETEGTMLE SIDEN&I RAMP 12:1 MM 40H MM DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET TK REWWEMENiS OF THE SPECML PCOVISION FOR CG-12 DETECTIBLE IIEMN SIDEWALK 48�1 MMWARNING SURFACE MID SHALL BE SUBMITTED TO TIE STANDARDS AND WARNING SURFACE AND SHALL BE SUBMITTED TO TIE STANDARDS AND SPEDAL DESIGN SECTION FOR APPROVAL. \ SPECIAL SECTION FOR APPROV&.]. SLOPING SIDES LE LURE RN.IP NAY BE PgIRED ApNOLITXKMIY WITH RNIP 4' 3. SLOPING SIDES 6 WRB RMAP NAT BE POURED ApHOLITXKALY WITH RUMP MR"112:11THE q FLOW OR BT USING PERMISSIBLE CONSTRUCTION JOINT WITH REWRED BMs. e'r� FLOOR OR BY USING PERMSSBLE CONSTRUCTION JOINT WITH REWIRED BARS.'�4. uNA IF RAMP FLOOR S PRECAST HOLES MUST BE PROVIIED FOR 00WEL BMW SO ST RIMING FLARED SEESRECA CAN BE CASs IN AFTER 0.ACEMENT OF ' 1- 10 4. IF RAMP FLOOR Fa PRECAST.HOLES MST Y MOVIOEG FOR DOWEL BMW SO THAT ADJOINING FLMEO SOEW CM BE CASs N RICE AFTER 0.ACEMENT OF AX NTRAY PRECAST CARP FLOOR. PRECAST CONCRETE SHALL BE CLAPS A•4. LL BE PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A TYPE A 5. FEOUNEO BARS ARE i0 BE W.5 X B" PLACER 1'CENTER i0 CENTER ALONG PERPENDICULAR 5. REQUIRED BARS ARETO BE NO.5 X B" PLACED TCENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MO -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1/". BOTH SIDES OF THE HALF FLOOR MO -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE ROVER 11 '. G� L Y 1�y 6. CURB I CB MID GUTTER SLOPE TRANSITIONS ADJACENT TO CUB RAMPS CURS N n, �Ln � 6. CURB I CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS /t�� x NE INCLUDED IN PAYMENT FOR GUNK / GI.RB AND GUTTER. Ap/K�"�,y%•i�(Di•WiA� M�" 5-MN ARE INCLUDED IN PAYMENT FEW LURe I LIRE AND GUTTER. / IN7/I�V%Yli,4r7�j (V� 7. OUR RAPS ME TO BE LOCATED AS SHOWN ON TIE PLANS OR AS DIRECTED i2 ,n ^�S' NAX M2l --T T. CURE RASPS µE TO ff LOCATED AS SHOWN ON TIRE Rµ5 OR AS DIRECTED A% BY THE ENGINEER. THEY ARE TO BE PROVIDED AT NTERSECTBNS WHEREVER M ACCESSIBLE ROUTE WITHIN TIE EIGHT OF WAY OF A HIGHWAY FACILITY 12;1 M l BY TIRE ENCNEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER M ACCESSIBLE ROUTE WITHIN THE RBlli OF WAY Ci p HIGHWAY FACILITY 12�ypX CROSSES A CUB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, CROSSES A CAB REGARMESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED, OR NRIEXISTENi. THEY MUST RE LOCATED WITHIN PEDESTWAN CROSSWALKS AS SHOWN ON ALMS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRMN CROSSWALKS /5 SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHCLE STOP LINES, EXISTING LIGHT POLES, FINE PARALLEL BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT P0.E5, FINE PARALLEL DROP INLETSTABLE, ERG ACCESS RE ISTANT PROVES A CONTINUOUS HYDRANTS UNOBSTRUCTED PATH CONNECTING ALL FIRM µ0 SUP THAT ACCEIBLELEMENTS CAN ACCEW9BLf ELEMENTS OF A FACILITY TXpT CM BE APPROACHED ENTEFdD .5.y.py'N l ''V '� N� VA H � �N ��, � �A NV, Cr NYMµRU TED [TABLE, ETC. ALLESS RE ROUTES PROVIDE A WNTIALL PATH CONNECTING /1L UNOBSTRUCTED STABLE, FIRM ND UP HAT CAN F F TY T ACLESBIBLE ELCNENTB D A ACILI THAT C/N BE APPROpLHEO EN EFdO \ T/g AID USED BY PEDESiflIMS. ��0.0. /P'i"A 2R �NN(,V��'V� J�,'�FY Z 4 µ0 VSED BY FEDESTEIANS.•Vp )iZAy�V,A�ji"J��+."!�'A II, kRAMPS NAT BE PLIGED ON RMIM OR TMCENTIAL BECTICNB PflONOED TRAT �I 11 1Y1 MA{ W' B. RAMPS MAY BE CN RID TANGENTS SECTIONS TRAT Nq�puv �( I2.1 THE WRB OPENING IS PLACED WRRW TIRE LIMITS OF THE CROSSWALK AND THAT TIE SLOPE AT THE CONNECTION OF THE CURB OPENING 5 ��- 12'1M yA% '%�q IT IN THE CURB OPENING 5 RACED WITHIN THE LIMBS OF THE CROSSWALK AND NG IS SSWALK THAT THE SiOFE AT THE CONNECTION OF THE CURB OPENING IS �l 12'I MA% `q PERPENDICULAR TO THE CURB. 5' MIN X••W. ,•ATiY PERPENDICULAR TO TIE CURB. 5 MN * .W. Y 9. TYPHM CONCRETE SDEW&K IS 4" THICK. WHEN THE ENTRANCE RADIICANWT 9. TYRC& CONCRETE SIDEWALK IS a" THICK. WHEN THE ENTRANCE RADUCANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MN ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRACK 4' TRATC.WFER TO STANDARD CC -IS COMMERCIAL ENTRANCE (HEAVY 4' AT X . Y' HIGHER THAN TRAFFIC. REFER TO STANDARD CC-13. COMMERCIAL ENTRANCE (HEAVY AT X , 2" NIGHER THAN TRUCK TRAFC) FOR CONCRETE DEPTH. -T EDGE OF PAVEMENT TRUCK TRAFFICD FOR CONCRETE DEPTH. -T ECOE OF PAVEMENT 1 RASP AR DTI CONJUNCTION WITH A SHARED PATH 0 WE COMB S E USED UW KN APED USE \\ ATXX SAME AS TOP OF CURB D. WHEN CURB RASPS ARE USED N CONJUNCTION WITH A USE PATH \ AT XX SAME AS TOP OF CURB TH I I WIDTH H i MOUTH THE H PATH. E MNWY WD WALL BE SE WIO OF E SHARED USE E THE MINIMUM WIDTH SHAM Y THE WIDTH O THE SHARER USE PATH. SHARED I. Y P P F T WHEN OW_ WE WRB RAN S PROVIDED OR WO CROSSINGS (D AGONAL). TYPE C It WHEN ONLY ONE CURB RASP B FOR TWO CROSSINGS TYPE C A a'x 4'LAIDINC AREA SHALL BE PROVIDED TO MANEUVER A WIEWCHNR PARALLEL & PERPENDICULAR PROVIDE MANEUVER BE PROVIDED THY RAWILW A WHEELCHAIRIS4'x PARALLEL BI PERPENDICULAR INTO ME CROSSWALK WITMUR GOBG INTO THE TRAVELWAY. THS 4' x 4' HE CROSSWALK INTO THE INTO THE GROSSW&N NITIDUI DUNG INTO THE TPAVELWAY. THIS 4' x 4' ALK WITHOUT LANDNG AREA WAY NCLUDE THE GUTTER PAN. LANDING AREA MAY INCLUDE THE GUTTER PM. Q. ALL CASES WHERE CURB RAPS INTERSECT A RADIAL SECTON OF CUD AT ENTRANCES OR STREET CONNECTIONS THE DETECTIBLE 7RUIYCATED DOME m .6"-2.4' C-C 6 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CUM AT ENTRANCES ON STREET CONNECTIONS THE DETECTABLE TRUNCATED COME .6"-2A' G-L 6 WARNING SURFACE SHALL HAVE A FACTORY SMILE OR BE FIELD -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH O O O O 0 a WARHDC SAP AINL HAVE A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH 0 0 0 O O z THE BACK OF CURB. L A 0 0 0 0 DOD 0 D 0 D TIE BACK OF WRB. A O O O O 0 C.0 0 0 0 0 333 D Q W Q W W W Q D D D D 0 D D D D D D D W - 7 LNONC RASP 000000000000000 " �' ENDING RASP y 00000000000000o I= IF + y o 00000000000000 00o 0o oo D0000 o00 S. ml O O O O O O O O O O O O O O O m� 0 0 0 0 0 O O D O D 0 O O O O X- X OF BARE DIMETER DIAMETER C.0 0 0 0 0 0 0 0 0 0 0 0 0 0 %- X F TOP DIMETE ETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNING O DETECTIBLE WARNING o AT BACK OF CUM 9"-1.0• SEE NOTE 12. BAY WATER I _VNb1$E FUL WIDTH OF R/MP FLOOR _ I I PAY tJMITS AT BARK Of WRB 0.9"-1.a" SEE NOTE V BASE OIANETER L VMIMLE FUEL WIDTH OF RNP ROpE _I X PAr uM1Ts DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING TRUNCATED DOME DETAIL DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETECTD TEAL ARMING INSTALLED ON A RPORIS DETAIL `V007 CG-12 DETECTABLE WARNING SURFACE SEECBICATION PIECERFREE XVDOT CG 12 DETECTABLE WARNING SURFACE SPECIFIGTION ROFEPEO ROAD AND MME STANDARDS (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION ROM MD BRIDGE STANDARDS (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION 10s 502 10s 5D2 SxEEi IOF 5 REMSION DATE 07/15 SHEET 1OF 5 REVBION DATE 07115 203.05 203 BS X 27Y4l MIN - 28%" MAX RAIL HEIGHT PLANE RATES OLSON SFEED INSIDE SHY LINE BEYOND My LINE MPH IINE LB FLARE RATE FLARE RATE 70 9' 30:1 154 6O B' 26:1 Iaa W 5.5' 21:1 11:1 A 40 5' 15:1 SIT XI Y 1 131 7:1 f i5NGGL CID MANWN PLANE HAIL FOR SEM-RIGID EARNER SYSTEMS A COPY OF THE ORIGIN& SEAED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM) VIRGINIA DEPARTMENT OF TRANSPORTATION ,-I TH OF ENTRANCE & EXPANSION JOINT g5 O �"d W B INCLUDED I ~ -ENTRANCE BETTE re . N W EX X W .1 1 FLOW LINE I $ x¢ W ENTRANCE WIDTH e_ S EXPANSION JOINT OESRABLE MINIMUM W' ABSOLUTE MINIMUM 12' HALF PLAN A SIDEWALK WORSE a SECTION A -A rJ TOP CURB I I UAOAIS TO SE ASAS Al AN STREET APPROACH SAME SURFACING MARUMEE ROADWAY (SEE NOTE 6) GENERAL NOTES SHOWN ON PLANS) - - - - - - - - Cl C 1 1. WHEN W-1115 USED FOR STREET CONNECTIONS, THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WTX {RADIUS TO BE AS AAMTO POLICY AND THE APPLICABLE REQUIREMENTS RADIAL COMBINATION SHOWN ON PLANS) OF THE VDOT ROAD DESIGN MANUAL. INCLUDING SOAR CURB AND GUTTER DISTANCE REQUIREMENTS. / CG-BI LSE[[[ NOTE 7) 2. WHEN THE ENTRANCE RNR CANNOT ACCOMMWATE THE ----�1 I� TINNING REQUIREMENTS OF ANTICIPATED HEAW TRUCK TRAFFC. WE DEPTH FOR SDEWILN L CURB RAMPS SDEVIL1l I I WITHIN THE LIMITS OF THE RMLSHOULD BE (SEE NOTED 9' CP1pNM. B" INCREASED TO 7". I PLOW UK 3. WHEN USED N CON.JNCTCN NTH STANDARD CC-3 --- I OR CC-7, TIE CURS FACE ON THIS STANDARD IS TO CRIMSON EXPANSION BE ADJUSTED TO MATCH WE MOUNTABLE CURB JOINT '6 JOINT CONIGURAlNM1 W 4. SEE SrANDAD CC-% FOR CURB RAMP DESIGN TO BE HOTE: WDTH '4' 2N-O' OR AS WMMIE ROADWAY SHOWN ON TYPICAL SECTOR. A� USED WITH THIS STANDARD. 5. OPTIONAL FLOUNCES MAY REWRE WAIPNG OF A PLAN VIEW MITTEN OF CUTTER TO PRECLUDE POKING OF WATER. ENTRANCE NOTES IMMUNE ROADWAY SLOPE S. PLAINS ME TO INDICATE WHEN CONSTRUCTION OF A FLOW 10'PMIBOIC GAVE LINE 15 REWIRED TO PROVIDE ROSTRA DRAINAGE ACROSS MEDLTRRREON EONK SHOULDER 8%MAIL 9•DPE CHARGE ® - _ TD. V TIE ENTRANCE. 7. MAW M: PAYMENT SHALL BE CONSTRUCTED TO TIE NOW UNE (EXCEPT MY SUB E STABILIZATION MATEN: IRGAOWAY - _ _ _ _ REQUIRED FOR IMMUNE PAVEMENT MUCH CAN BE BX MA%. D KNITTED N TIE ENTRANCE.) - SLOPE CHANGE ® - B. NAME. CURB OR WMBNATON CURB ND GUTTER D SHALL HOT BE CONSTRWTED BEYOND WE RAW NNE EXCEPT FOR REPLACEMENT PURPOSES. 20' MINIMUM FOR 9. TIE DESIRABLE AND MAXIMUM ORDINANCE GRADE MANSES5'MNU COMMERCIAL ENTRANCE D' ME LISTED IN TIE ALLOWABLE ENTRANCE GRACE TRUE. THESE VALUES IRE TDT APPLICABLE TO STREET ® CONSTRUCT GRIDS CHANCES WITH A PARABOLIC CURVE. OONDECTIOHS. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE vOLwE GRADE CHANGE 'D' DWR/BLE MMIMM HDN MOTE iIUJ 1500 WD 01 3X MEDJM SOD-1300 WD S:3 % B % LOW LESS TWIG SOO VIED 58X B% '�• '6' •�' NOTED ALLOWABLE ENTRANCE GRADE TABLE S NOT OES]AS A •i, .M, .`.' .:. .:. APPLICABLE TO STREET CONECTICS SECTION C-C IFICATION 'yEQDAION METHOD OF TREATMENT- ERENDE IEFEIENLF. CONNECTION FOR STREET INTERSECTIONS 22, IDY AND COMiXERCIAL ENTRANCES BW VIRGINIA DEPARTMENT OF TRANSPORTATION WOTI OF LINTS O PEDESTRIAN® ® LIMITS OF PEDESTRIAN -- _W_ AC 55 ROUTE ACCESS ROUTE UWAVEO SPACE NON -TRAVERSABLE UNPAVED SPACE WIDTH OFF T RI NON -TRAVERSABLE a CE55 ROUTE LIMITS OF PEDESTRIAN CESS ROUTE PEDESTRIAN ACCESS ROUTE DETAILS WITH 6 WITHOUT UPAVED SPACE NDD17ION& RIGHT-CF-WAY IS REO EO IF THE LIMITS Y-S' lF PEOESTPoM ACCESS ROUTE EXTEND BEYOND EXISTING ]R PROPOSER VOOi RIGHT -OF W I�5"�X ® STTAABLEE,FIRM UNOBSTRRUCTEO ANDDVSLIPARESIISTIµT e• p� PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FMILITY THAT CAN BE MPROACXED,ENTERED AND -e. ->. •>. USED BY PEDESTRIANS. e,"•e• •". • IF PEDESTRIAN ACCESS ROUTES @ARE BEING PROVIDED, A MINIMUM 4' TRAVER LE WIDTH IS REQUIRED WITH A MM.2X CROSS SLOPE. SECTION 0-8 WHEN USED N CONJUNCTION WITH STANDARD STAIN OR LGd, THE CURB FACE ON TINS 2"B" STANDARD IS 7. BE URB FAC TO MATCH 'I^y PARABOLIC THE MOUNTABLE CAB CONFIGURATION. cugvE •'e. H: ® z z a. WO%ITC DX CHANGE ue ese ore. �WAss a XI.E.S.) CONC. C-C �� ®POINT OF GRADE CHANGE P. x s 12 X MAMMON INCREASE IN ROPE AT MINIMUM 10' INTERVALS N A w 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST D'INTERVAL AND B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM UP INTERVALS ......... e SECTION D-D STANDARD ENTRANCE GUTTER RBEERD 302 VIRGINIA DEPARTMENT OF TRANSPORTATION R 8"A. ,.: 4 A' y4 •- - I' 1 6" 2. STANDARD CG-6 STONE#57,BASE UNDER CURB & CURB &GUTTER CHECKED BY VDOT PRIOR TO NO SCALE PAVING AND/OR BACKn UNG. (5' MIN.) 4" CONC. 3000 psi MIN. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE CG-S NOTES: I. THIS ITEM MAY BE PRECAST OR CAST IN PEACE 2. CONCRETE TO BE GLASS AS IF CAST N PVGE, INDOOR PSI IF FORECAST. 3. COMBINATION CURB k GUTTER HAVING A RADIUS CE .MID FEET OR LESS (ALONG FACE OF CAR) SHALL BE PAD FOR AS RADIAL COMBINATION CURB III HOTTER. 4. FOR USE NTH STMIDZED OPEN -GRADED MANAGE LAYER, THE BOTTOM OF THE CURB 1, CUTTER OFFS BBASE COURSES OAD TO THOLE TO SLOPE THE PAVEMENT. 5. ALLOWABLE MOO RIA FOR WE USE OF CC-6 S BUSED ON ROADWAY CLASSIFICATION AND RESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MANUAL N THE SECTION ON GS UPRON STANDARDS. D, ' M IF Na • D A " D � D � D � D A •D BE D D----- OF T BE CONCRETE COMBINATION 6" CURB AND GUTTER D6 Box IMAM OEPMTIETET OF TRNOPOTrAT1(N NOTES: 1. THIS YEN NAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE WAGS M IF CAST IN RARE.. 4000 PSI F PRECAST. S. CUM FA'CCE OFRCORED WILL BE FAD FFOORLIM AS RADIAL CURS. 4. THE DEPTH OF CURB MAY BE REDUCED AS M" AS 3' (%'1 DEPTH) OR INCREASED AS MUCH AS 3' (2111 BUFFER IN ORDER THAT THE BOTTOM OF CUB DULL COINCIDE NTH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE ME DEPTH S TO BE TO" AS SOWN. SYME NO ADRNT INME PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. CO-2 IS TO BE USED ON ROADWAYS MEETING THE REQURELENTS FOR C3-6 AS SHOWN N APPENDA OF THE VDOT ROAD DESIGN MANUAL, IN WE DOCTOR M CS URBAN STANDARDS. ACCEPTABLE ALTFRNATNE IF CURB IS EXTRUDED ERENLf STANDARD 6" CURB DS 502 VRCRN !DEPARTMENT ON TRANSPoRTATOM A ROAD AND DOME STANDARDS iNR0N1 DATE 9HEET T Qi 2D N REVISION DATE 1 SHEET 1 OF 1 \X TRIP GENERATION CALCULATIONS I A, `\ TRIP GENERATION BASED ON ATE TRIP GENERATION MANUAL(8TH EDITION) I,l STOWNHOUSE UNITS (CODE 230) V - _ \ 1 1 \. 1 ADT: VPD z ENTER 2 EXIT 494 47 47 1 � � _ AM PEAK: i EXIT E, \� 37VPH ( 6 ENTER 3 q< PM PEAK: VPH z ENTER i EXIT -- 44 (9 / 5 ) ' 1 r 10 y ... m, \ I m c r \\ c L § N, TRIP GENERATION f��-- �Ol e C� Lic. No. 035791 �L_ D 3521 l l �w1 S A z 2 J F. \ a < rrAA it V/ UP) m W z J Oo< -\ '.I' > z LL l -L_ Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Intermediate h a Base b a Sub -base h a DP Archer Avenue 3851 2 3871 4 4 19.47 SM-9.5 1.5 2.25 IM-19.OA 1.5 1.67 BM-25 5 2.25 21A 5 0.6 20.13 Eustis Avenue 2665 2 2685 4 4 18.19 SM-9.5 1.5 2.25 n/a BM-25 5 2.25 21A 6 0.6 18.23 Koch Court 192 2 212 4 4 9.36 SM-9.5 2 1.67 n7a BM-25 1 1.6 21A 8 0.6 9.74 Flora Lane 192 2 212 4 4 9.36 SM-9.5 2 1.67 n7a BM-25 1 1.6 21A 8 0.6 9.74 Flora Court 58 2 78 4 4 5.88 SM-9.5 2 1.67 n/a BM-25 1 1.6 21A 8 0.6 9.74 BEVELED UNITS n" IanIM xI�A,M MFO0.CEMENi TO WIlHM3 MCHE60i TNELOWER9LOCKEACE 10^ MIUM, �AY IE-DiRmopd® / R\ \ C140FORCEMEM CANNECTION lV]{ (NOT TO SCALE) IO1 Ar I NFORC PA ENT MEN" S I ,•NTHRTICEFIHIDRCE6¢N _ a _�;N IPALAN1:E°;DEREIN�EGE W"-P•D,,.L.F W. r� ADchorENI Diernond3 A EXCAVATIONOVERSIZJNG WX /(SCALE: 3/e^=E-0^) ,-•-..."..."".."""."` ADcIT TN Diamond® 7L TYPICAL BASE PREPARATION rx�\T WX(NOTTOSCALE) ,~,••'vim"N•..:,•.ni". NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. SM-9.5A SURFACE COURSE BM-25 INTERMEDIATE COURSE - COMPACTED AGGREGATE BASE COURSE, VDOT II21A ASPHALT PAVING - ROADS NO SCALE La" (TIP.) SEEPAVEMENT CHART FOR DEPTH OF EACH PAVEMENT COURSE TYPICAL STREET SECTION - PAR. XZOTH PUBLIC ROAD R/W (AWH COURT & FLORA LANE) 2S MPH DESIGN SPEED NOTE PARKING TO BE PRONGED (NOT TO SCALS) NTH BUMPOUTS ALONG ROADWAY. TYPICAL STREET SECTION - PAR. WIDTH PRIVATE ROAD R/XF (FLORA COURT) 20 MPH DESIGN SPEED NOTE PARKING TO BE PROVIDED (NOT TO SCALE/ WITH BUMPGUTS ALONG ROADWAY. 6"WHITELANE STRIPING nuraun_, U4i 6"WHITELANE STRIPING ImaviMu,q UPPC-PC TYPICAL STREET SECTION - 61' PUBLIC ROAD R%fY 01 IS AVFAV.F) NOTE NO PARKING 25 MPH DESIGN SPEED ALONG ROADWAY (NOT TO SOWLE) jL 6. STRIPING TYPICAL STREET SECTION - VAR• WIDTH PUBLIC ROAD R/XF (ARCHER AVENUE) 25 MPH DESIGN SPEED NOTE: PARKING TO BE PROVIDED BETWEEN BIKE (NOT TO SCALE) LONE AND CURB NTH BUMPOVTS ALONG ROADWAY. TYPICAL STREET SECTION - VAR. WIDTH PUBLIC ROAD R/W (ARCHER AVEMIE w/ On-Steet Parking) 25 MPH DESIGN SPEED NOTE PARKING TO BE PROVIDED BETWEEN BIKE (NOT TO SCALE) LANE AND CURD MH BUMPOUTS ALONG ROADWAY. r co A•MY•�p� VJ N ® M N O LIJN WQ > W � J Uj J_ UIT O 2 C) LLU ' Y F- Ln ZLU LU vJ JLU J< O O C) N U15 W 0 ce ce W J I- w W JOB NO. 182150 SCALE i SHOWN SHEET NO. 13 ACSA GENERAL WATER & SEWER CONDITIONS (June 27, 2019) i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 1o. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 3.2. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. iS. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. THE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BLIND L H T L I H T 90 2SO 250 3.01 (1 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 200 2.25 2.50 0.15 11 1/4 1,50 2.00 2.50 0.10 90 3.66 3.16 3.2 0.48 6. 45 2.66 26 2. 0.26 22 1/2 1.66 2.16 2.69 69 0.1313 3.16 291 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 O.B3 10" & 12" 45 3.33 3.58 2.95 0.43 �� 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPEUNE : CHANGES DIRECTION CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 25M P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS, CONCRETE THRUST BLOCKS NTS FIG. W-3 ID-3 2 M a JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES -10'f� -101, 5' -10, 5' WATER SEWER 13 3E £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS- WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM • SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS PLACE 5' GALVANIZED ' WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO IT DEPARTMENT APPROVAL. FINISHED GRADE II -ADJUSTABLE VALVE BOX W/ LID U M.J. GATE VALVE WATER LINE d 4 b 1 1 250D P.S.I. CONCRETE 8 4 2'K 2' BEARING AREA, THRUST BLOCK d -. a 4 e 4 4 < c NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 151/2" E.31 W. 194 CAST IRON CLEANOIIT FRAME AND LID 10 1/4" INSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED AROUND CLEANOIIT COVER EXISTING GRACE REPLACEMENT (3500 PSI) REQUIREMENTS ] PVCFEMALECLEMCUFEADAPTER WITH INVERTED NUT SCREW CAP OR FLAT SLOTTED SCREW CAP KOR-N-SEAL No. S90E-10 AWS° " WITH 10 1/4" BAND PVC PIPE SEE BACKFlLL AND BEDDING 45° BEND REQUIREMENTS PVC PIPEEWER LATERAL FUTURE SANITARY LATERAL VIYE --- TI [ (Y 'A BOTTOM OF TRENCH SECTION -A' SEWER EASEMENT OR RIGHi-OFWAVEASEMENT OR RIGHT-OFWAV FUTURE �CUSTOMER'SPROPERTY v SANITARY LATERAL (WHEN INANE LAYOUT REQ'O) CAST IRON CLE4NOUT .e`:. FRAME AND LTD 1 'T �T f I I LLL ,1 IF I i i �L�5141%�S� AI L{L / 77"',7.. WyE A A CONCRETE 95° BENDS COLLAR PLAN VIEW - - - - STANDARD SANITARY CLEANOUT IN PAVED AREAS 12" NTS FIG. W-1 TD-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 624' IN B. INITIAL BACKFlLL B24 INa. MIN MIN. MIN. MIN. \ - 6" BEDDING t „^- #68 STONE STABLE SOIL ROCK ' SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a MI INITIAL BACKFlLL a MI UNSTABLE e B e 8" SOIL\ MI MIN _ MIN MIN. #68 STONE 'GRANULAR FILL AS APPROVED BY ACSA /! STA L OIL O CK L STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 V ODUMES9W a 3/1 MALE PIPE COUPLING AN APP�mWa EDUAT Q I' TYPE "K w [PPE FOR USE ON CNED PRESET PUNGLEDUAL ERv ON OVAL NEsmENnu REUIAND sN SERVCEN IRUnAl Ro INNunw >arncE.s. ...... E NOTE nO SWATUD mnlws i z. j� DUAL SERVICE G 1• CWPIESgW a 3/1 MALE PIPE CWPLI14 OR APPSrn.EO EQUAL I• TvPa nL- a aomEN OFYU YSE ON MLA<Flm SwGIE FAMILY F£MGEI SENACE WERE AN IRRIGATION METER IS N07 MWDM SINGLE SERVICE NOTE 1) SADDLES s 1 BE ARD ON PVc NEE. eAST IPax u0 FlN SHOD OtM[ „J � , I I , n �� tY-I S• LocRwxc III N BAL1 'ALE eEEF ONLE A T'E'1 WAR, LLPPERSETTER 1/8 BEND CWPLING� 3"s 11 I I Y ETER CCIdVM' AHIM SHOP AS xDAMON fII55MCY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-EA TD-10 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN BRANCH FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE w CONNECTION BOOT " =o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD-27 TD-2 9 Top View 6" MINIMUM NOTE: RESTRAINED JOINT FITTINGS 4' MINIMUM qA 4 Q, 4" MINIMUM d? I \4.a - - - - - Side View 42" Minimum p A 4 compaction of 95% C compaction nqulntl 4 W a A, d,. Galvanized Steel Beam, b An It 14 (man. 912e) 4 3' min. penetration into undisturbed III or as approved by the a ACSA. COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 �E F \En \EE u� $ - ao NG F Q- CL <Fox aE Z oEDEG0 F FITIE a o <E oW E N �o E _E w E¢ E U v a BL CE E „m -E O - 0 - E\ E o f 1 E o E w A,N 1, n . N O O Lt 41 TYPICAL MANHOLE FRAME &COVER RIES FIG IS-D TD-1 45' TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. VI TD-5 FINISHED GRADE ---IT ---I -TIT-I FI 7fT-TlT-ITI-7Ff - TRENCH REDUCER r2500 P.S.I. CONCRETE THRUST BLOCK ------- '-�-------------- UNDISTURBED SOIL E _f ir MN PROFILE VIEW} UNDISTURBED SOIL - EDGE • 24' MN - - - OF TRENCH . REDUCER BE MR IN y �.. 2500 P.S.I. CONCRETE THRUST BLOCK • g' MN - - - - - - - - - - - - - - - - - - - �----------- UNDISTURBED SOIL - EDGE 0F TRENCH4 24' MN �- NOTES: PLAN MEWW NOT TO SCALE NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-ID NOTES MIN. 60- DIAMETER MANHOLE 0 REQUIRED. CYu. no- Ima DROP NANIOLE Pvc omu \a USE APPROVED FLEXIBLE RUBBER' o TOOT ;� e 4' GASKEIE31 STOP COUPLING 0 2P '',h.,. DROP PIPE PIPE STRAPS - (STAINLEIS STEEL) p SPACED EVERY 2' VERTICALLY 90• RESTRAINED BEND `'_ � 16-SE"EN KIF 'PE E PIPE PLAN PROFILE MIN. 6' BEDDING WITH NO. 68 STONE 1_ HEIGHT OFTHE VERTICAL DROP PIPE WILL BE DETERMINED BY THE A6A, BUT SHALL NOT BE LESS TRAN TVVC (2) FEET. 2. VERTICAL DROP PIPE SHALL BE STIR 26 P.V-G, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FIITNG WITH STANDARD GASKETJOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE POINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL 4. SHAPE INVE ITT AS NEEDED TO PROVIDE SMOOTH TRANSRI ON FROM DROP CONNECTION DISCHARGE POINT TO SPRING UNE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. Z MINIMUM 72' DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12' DIAMETER DROP CONNEcnON, OR TWO W DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. 5-1-C2 TD-30 36"MINI LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFlLL* 8"MIN (6" UFTS) EMBEDMENT M THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING NO. 68 STONE - _ BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 TD-7 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 01 HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED 2 % 4 FINISHED GROUND MARKER PLUG END OF MAIN LINEN SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 FINISHED GRADE -111-ITI=III ,III, '. IL�,llI III -III - AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE RAIN TO GRADE F POSSIBLE - ]I BRICK SUPPORTS OR SOLID CEMENT BLOCKS v _ CRUSHED STONE TYPE "K" SOFT COPPER CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 NOTE. HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 181 ALVE 80% 7 CU. FT. 469 STONE 42'MIN _ 6' GATE •.y VALVE LL. TEE 2500 P.S.I. CONCRETE ` , '+ BASE AND THRUST (7,. ' i '� •' \\\Vjl} BLOCK AGAINST\ UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED CRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAIUNG GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FlG W-4 TD-8 �IA 27 1/2' DIA [38mm] [699mm] 25 1/4Y DIA 7„ [1367mm] [178mm] 24" DIA f [BOBmm] 28 7/16" DIA 5/8- rEr [722mm] [16mm] 36" DIA 0 28' [914mm] [660111171.11 1/2" FRAME SECTION [20mm0mm] [38mm] •• •_. LETTERS FLUSH) I 3 1/8" 1/2" [79mm] 22 13/1613mm] _I 2 1/B' 3 13/16" [579mm] [97mm] [54mm 0 25' 1 3/8" [635mm] 6 / [35mm] 9/16" O.D. OF GKT GROOVE [17mm] (6 [14mm] SECTION VIEW 1/4" mm) CIA CAM BOLT NEOPRENE GASKET SEE ASSEMBLY DETAIL (2) WSHR 1/I6 X 5/6 X 1 1/2 .1800" RUBBER PARTS 00981045 CARED RT/ 1 5/8" (2) BLT HEX 5/8-11X3 1/2 SS ;103W8 [5mm]2400" [41 mm PA000B1250 [6mm 1/2" .63 DIA. STAINLESS STEEL ROD (2) TREND 5/8 ID 1.50 00 SS �29mm) CIA BOSS DISCORDPART/ 00981318 HuuM VII PICKBAR & LOCKLA)G HOLE DETAIL NOTES: 2) NUT HX 5/9-11 ZN NYLK PART 00881284 1. ALL MANHOLES WITHIN 10D YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS MLL BE CONSIDERED. PART/ 0098122B 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILAR ASSEMBLY. (2) 1935R LOCK LUG WATERTIGHT (SHORT) PART# 00193585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-I-E Lic. No. 035791,E 3/5/21 �wQ1 ZULT Z O d ED Z Z 0 7: LID J a O II� ~ Z 51 LID Ckf \H NW �EEr TD-32 co Uj � J N � (0 WN J Q WLd = J LL W r-I U') J ~ cz OLU lim O 06 U w 1 � O Y V) z O �JZ LU co � J LU cn J o O O O N U W __1r P En W Ce IL JOB NO. 182150 SCALE N/A SHEET NO. 14 M 2 - 4 NOTE: 30' PORTION OF THE ROUTE 29 BUFFER MAY BE _ — — — = — — _ _ — u M_ DI TURBED FOR GRADING WITHIN THE DEVELOPMENT, M T, �\ M M. AND SHALL BE REPLANTED WITH A MIXTURE OF SCOTT/R. C' LLLINS'Z M ".. DECIDUOUS AND EVERGREEN SHRUBS AND TREES TO — — — — !Llc. No. 0357911n II BE APPROVED BY THE DIRECTOR OF PLANNING. d� 3/5/21 "Ai Mill 9) AR STREET TREES---J MM - ® - - r WOO VnI QA E L eakMEMO' ILL! • •' • • �/ • �,= "�.� �� fib/EXISTING STREAM—V/ Ul o L W CO11S0I-Vat1011 Plan Notes: PROPERTY BOUNDARY (TYP. y / PLANT SCHEDULE: __� ' OPEN SPACE'H ..,I ,� / :} ✓✓ LOT (o.n AC) LOT �� h � .�• �� / ' N\ ✓✓ QUANTITY 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON \ 84 A CHLINE S E 15 1. ✓ 4S \ SYMBOL BOTANICAL NAME COMMON NAME SIZE STREET BUFFER OPEN TOTAL CANOPY TOTAL AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING Ef " :a LOT TREES AREAS SPACE ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE \ /CANOPY TREES Q CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 46 LOT t� \ 46 \\/ , LOT \i R ACER RUBRUWOCTOBER GLORY' OCTOBER GLORY'RED MAPLE 2-1/2"cal. 52 4 56 452 25312 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION ��� / 83 LOT / SL ACER SACCHARUMTEGACY' LEGACY'SUGARMAPLE 2-1/2" cal. 8 8 214 1712 SCOTT/R. C(TLLINS'Z MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES \. o `' BN BETULANIGRA'HERITAGE' HERITAGE'RIVERBIRCH 2-1/2"cal. 16 16 464 7424 TO BE PRESERVED AND PROTECTED. If i.i Lic. No. 035791,E l5R LIQUIDAMBAR STYRACIFLUA ROTUNDILOBA'AMERICAN SWEETGUM' 2-1/2" cal. 15 15 238 3570 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER / LOT . \ \ \ NS NYSSA SYLVATICA BLACK GUM 2-1/2" cal. 5 5 151 755 "d�] 3/5/21 Aj MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL �� \ \ / j B QUERCUS BICOLOR SWAMPWHITEOAK 2-1/2" cal. 7 7 339 2373 O.Cs� NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 82 P QUERCUC PHELLOS WILLOWOAK 2-1/2" cal. 46 46 419 19274 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES 5 QUERCUS SHUMARDII SHUMARDOAK 2" cal. 54 2 56 372 20832 TO BE PRESERVED AND PROTECTED. / �\ A \\ \\ y UAP ULMUS AMERICANA'PRINCETON' PRINCETON'ELM 2- 2"cal.1 8 464 3712 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF EXISTING STREAM ' LOT j: .\ \ \ 9d UNDERSTORY TREES TREES TO BE PRESERVED AND PROTECTED. " \ 82 1' : \ \ \ C CERCIS CANADENSIS EASTERN REDBUD 1 6 1 22 1 1 22 124 2728 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS e % /rr: < VAS C NIPERURNUS LORIDA'APPALACHIAN SPRING' EASIERAPPALAREDCEHIAN PRING'DOGWOOD 6'ht. 36 36 124 4464 BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY \ .mil y \ \ p V JUNIPERUS VIRGINIIAA SWEET BAG MAGNOLIA 4-5'ht. 21 3 24 16 384 ENGINEERING DEPARTMENT ®/ L \ ` /' +, �J ! \ lfH IV MAGNOLIA VIRGIN IANA SWEET 6'hi 16 5 21 113 2373 1 � rl LOT \ y� \ PT PINUS TAEDA LOBLOLLY PINE 4-5'ht. 9 9 207 1863 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, C� /� 'J / / 8 �,,� \ i r, l' J, J S SHRUBS TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE ti LOT `% .,,/ �J �\ �\\ \\ HQ HYDRANGEA QDERCIFQLIA OAKLEAF HYDRANGEA 24"min. 6 6 16 96 PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS 80 / �`�e./ d IGS ILEX GLABRA'SHAMROCK' SHAMROCK'INKBERRY 24"min. 36 36 23 828 OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL LOT \ �,. LIMITS OF GREENWAY. / GO JUNIPERUS VIRGINIANA'GREYOWL' GREYOWCJUNIPER 24"min. 276 276 11 3036 SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. / LOT ` / ' \ GFGST FUTURE PUBLIC GREENWAYTO BE N JASMINUM NUDIFLORUM WINTERJASMINE 24"min. 276 276 10 2760 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE ' r" P S EDICATED TO ALBEMARLE COUNTY NHD NANDINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARPNANDINA 24"min. 264 264 17 4498 PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH 4" 79 r``/ 1 ,1�:,. \ �Q9L ATTIME OF FINAL SUBDIVISION PLAT, RA RHODODENDRON RHODODENDRON AZALEA 24"min. 20 20 m 200 THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS*- �> r LOT / / \ F-/-F�, PER PROFFER #a OF ZMA2oi8000ii P VIBURNUM PRUNIFOLIUM BLACKHAWK VIBURNUM 24"min. 26 26 64 1664 Z INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. �./ T G .'w , / r CO\ / \ FZ F TOTAL 109848 O J 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE LOT r J \ SRO 'NOTE: PROPOSED LANDSCAING WITHIN BUFFER AREAS ALONG ARCHER AVENUE AND EUSTISAVENUEARE INCLUDED IN THESE CALCULATIONS. PROPOSED LANDSCAPING WITHIN THE 100' a f F PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON g \ ,( / \ Z BUFFERALONG ROUTE 291S NOTINCLUDED IN THESE CALCULATIONS. BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND LIMITS OF GREENWAY. f� 7 'i,` / \.... \ u 2: MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. FUTURE PUBLIC GREENWAYTO BE / Z / 'n�' LOT / OPEN SPACET \ \ w Co 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION EDICATEDTOALBEMARLECOUNTY LOT 61 / CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. ATTIMEFFF#2OF MA2oIONPLAT, PER PROFFER #2 OF ZMA2o28o0022 LOT 62'� A \ (29) CS STREET TREES ALONG FLORA LANE O Z 0 J < z > w LOTLL Ix IT Uj LOT 73 �% F LOT 65 000 CD / w 1 : - __ � �... ... f/ .'' •�i✓ ::./ 66 /� "PROPERTY BOUNDARY (TYP.)--X. 00 1� 1992 3.38 n LOT \ 70 4�. LOT LIMITS OF GREENWAY. O _ 6c, �� , FUTURE PUBLIC GREENWAYTO BE XISTING WETLANDS (TYP.) DEDICATED TO ALBEMARLE COUNTY n / V (TYP.) \ / / AT TIME OF FINAL SUBDIVISION PLAT, LOT PER PROFFER #2 OF ZMA202800022 68 � \/ JV (TYP. \ / \ 0100, 1 , GRAS00000 S jAREA(85'x 6o'),1,... CS (TYP.) e CB (TYP NS(TYP. PLAYGROUND AREA S TOT LOT SR (TYP.) 00010 PROPOSED 8" SANITARY SEWER (TYP.) 0000 BIN (TYP. � ., t!S PIT S EXISTING Zoo -YEAR FLOODPLAIN (TYP. � � \ �kkFe • // OPEN SPA CEI TOT LOT (1.21Aq - (3,4585F) BIN (TYP.) \ s \ \\ 5 GRAPHIC SCALE s \••I, / / o zo o Bo \ / ( IN FEET ) S 1 inch 40 ft. SPORT BASKETBALL OB (TYP.) \ \ COURT (70' x lop') \ DOUBLE STRAND #u GAUGE WIRE EXISTING STREAM ) • y \\� /i WITH RUBBER HOSE&TURNBUCKLES 2"x2"HARDWOOD STAKE CUT& REMOVE BURLAP FROM TOP 213 OF BALL AS SHOWN WITH FIRE _�` \ SCARIFY SUBSOIL TO 4" MIN. DEPTH 2,zgo SF) � / / / i � MULCH SAUCER LIMITS OF GREENWAY. FUTURE PUBLIC GREENWAY TO BE DEDICATED TO ALBEMARLE COUNTY AT TIME OF FINAL SUBDIVISION PLAT, / PER PROFFER #2 OF ZMA202800022 5�i (TYP. S Tree Planting and Staking Detail Not To Scale FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED TREES 4' CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #22 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE Evergreen Tree Planting Detail Not To Scale M tn z M M Q N J 0- UI W �- N O ~ W� N J Q up > z Ll-I ~� J J > co Q LJJ •--i J Source: Va. DSWC Plate 3.38-2 OL 06 III - 401 O z County of Albemarle O Q Conservation Plan Checklist To be placed on Landscape Plans ` U (Handbook, pp III-284-111-297 for complete specifications) U , ^ VI 1. The fdlowis,In..shut] beshownonthe plan: I T V Q El Trees to be saved, W 7 Z ® Limits of eleming (outside dnphne of trees to be saved); El Location and type of protective fencing; Q ® Grade changes requ'^ g tree wells or walls; w J El Proposed trenching or tunneling beyond the limits of clearing. I- 2. Markham: � ZI All hues to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. V 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. Lin U) O 3. Pre-Comatuclion Conference: LI Tree preservation and protection measures shall be reviewed with the contractor on site. _j 4. Equipment Operation and Storage: Uj coTREES 91 z W UPT04 CAL SHALL BE STAKED WITH22x2' HARDWOOD STAKES Heavy equipment, vehicular traffic andamnage of construction materials including soil shall not be permitted within the cinplines of hem to be saved. TREES OF 4" CAL. OR LARGER SHALL BE 5. Soil Erosion Stormwatei Detention Devices: GUYED WITH 3 EQUALLY SPACED, TWISTED, and ® J Such devices shall not adversely affeM trees to be saved. � AND TURNBUCKLES. LOOP HOSE AROUND 6. Fires: TRUNK. FLAG WIRES WITH COURVEY TAPE. $J Firesarenotpennittedwi11dn100fmtofthedriplmeoftmswbesaved. REFER TO SPECIFICATIONS FOR 7. Toxic Materials: L1J FURTHER INFORMATION El Toxic materials shall not be stored within 100 feet of the dripline of trace to be saved. (2 I. Protective Fencing: i1 0 Trees to retained within 40 feet of a proposed building or grading activity shall be protected by fencing. < O ZI Forcing shall be in place and shall be inspected and approved by a County Irnpectorpnorto grading or construction. AND TURNBUCKLES 2/3 UP TREE 9. Tree Wells: IIIGUYWIRESWITHRUBBERHOSE When the ground level most be raised within the ddptine ofetree to be saved, etree well shall be provided and econstnretion detail Q /'O� submitted for approval. O L.L.r 1"x1" HARDWOOD STAKES, ALIGN la. Tree Wally: 1 1 1 TOP OF STAKES El When the ground level most be lowered witimi the dripli m a tree to be saved, a tree wall shall be provided; and a construction detail MULCH SAUCER submitted for approval. AMENDED SOIL MIX 11. Treneldraiml Tunneling: 93 When trenching is required within the limits of clearing, it shall be done as far away from the trunks ofhees as possible. Tunneling W F ander a large has shall be considered m an alternative when it is anticipated that necessary trenching will destroy £ceder roots. F 12. Clete W W ® Protective fencirrg dull be the last items removed during the final cleanup, 0 w _ CUT AND REMOVE BURLAP FROM TOP 13. Damaged Trees: Ln JOB NO. 1/3 OF BALL AS SHOWN 0 Damage trees shall be heated immediately by pruring,£ertilinition or other methods recommended by atree specialist. SCARIFY SUBSOIL TO 4" MIN. DEPTH NOTE: IT IS HE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION 182150 REQUIREMENTS. COMPACTED SUBGRADE SCALE 2/26/2021 1 11=40' OWNER SIG ATUA (DATE) SHEET NO. CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 16