HomeMy WebLinkAboutSUB202100125 Plat - Approved 2021-09-03GENERAL NOTES
OWNERS: TMP oggoo-oo-oo-oogoo
GALAXIE FARM INVESTMENTS, LLC
600 EAST WATER STREET, SUITE H
CHARLOTTESVILLE, VA 22902
TMP oggoo-oo-oo-oi5oo
GALAXIE FARM INVESTMENTS, LLC
600 EAST WATER STREET, SUITE H
CHARLOTTESVILLE, VA 22902
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: 09100-00-00-00900
D.B. 5445, PG. 5o
5.og ACRES
09100-00-00-02500
D.B. 5445, PG. 54
8.27 ACRES
ZONING: PLANNED RESIDENTIAL DEVELOPMENT (PRD) WITH ENTRANCE CORRIDOR OVERLAY
DISTRICT (EC) AND MANAGED & PRESERVED STEEP SLOPES OVERLAY DISTRICT
PRD ZONING WAS APPROVED BY THE BOS ON DECEMBER 4TH, 2oag.
TOTAL PROJECT AREA: oggoo-oo-oo-oogoo- 5.09 AC.
09300-GO-00-01500 - 8.27 AC.
TOTAL =13.36 AC
PROPOSED USE: 65 TOTAL DWELLING UNITS
(43) SINGLE-FAMILY DETACHED UNITS
(6) TOWNHOUSE UNITS W/ ACCESSORY UNITS (3.2 UNITS TOTAL)
(io)TOWNHOUSE UNITS
NOTE: THE TYPICAL NUMBER OF BEDROOMS IN THE TH UNITS WILL BE (3)
BEDROOMS. THE (6) BASEMENT ACCESSORY UNITS WILL BE 3. BEDROOM UNITS
& THE UPPER TH UNITS WILL BE 2 BEDROOM UNITS.
(10) - 3 BEDROOM UNITS, (6) - 2 BEDROOM UNITS, & (6)1 BEDROOM UNITS
THE SINGLE FAMILY DETACHED UNITS SHALL HAVE (3) OR (4) BEDROOMS.
ALLOWABLE DENSITY: 65 UNITS PER APPROVED PRD REZONING & APPLICATION PLAN
65 TOTAL DWELLING UNITS/23.36 ACRES = DWELLING UNITS/ACRE
PROPOSED DENSITY: 65 DWELLING UNITS/23.36 ACRES = 4.42 DWELLING UNITS/ACRE
OPEN SPACE: REQUIRED: 3.83 ACRES PER APPROVED PRD REZONING & APPLICATION PLAN
PROVIDED =4.31 AC
OPEN SPACE A: 0.24 ACRES OPEN SPACE D: 1.25 ACRES
OPEN SPACE B: 0.44 ACRES OPEN SPACE E: 2.44 ACRES
OPEN SPACE C: 0.04 ACRES
NOTE: OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS
ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR COMMON
USE OF LOTS OWNERS IN THE SUBDIVISION.
RECREATION AREA: OPEN SPACES D & E SHALL PROVIDE PASSIVE RECREATIONAL AMENITIES,
INCLUDING A WALKING TRAIL ALONG THE STREAM AS SHOWN ON THE SITE
PLAN SHEETS. ACTIVE RECREATION SHALL BE PROVIDED WITHIN OPEN
SPACE B, INCLUDING A GRASS RECREATIONAL FIELD, MEETING AREA, AND
PLAYGROUND EQUIPMENT.
TOTAL RECREATIONAL AREA REQUIRED: 200 SF x 65 UNITS = 23,000 SF (0.3o AC)
TOTAL RECREATIONAL AREA PROVIDED: ig,i67 SF (0.44 ACRES)
BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT.
MAXIMUM - 35 FEET PER PRD REZONING APPLICATION PLAN
SETBACKS: FRONTSETBACK: 5'MIN.
SIDE SETBACK: 5' MIN.
REAR SETBACK: 20' MIN.
GARAGE SETBACKS: i8'MIN.
NOTE: FRONT LOADED GARAGE UNITS, THE PORCH OR BUILDING FACE SHALL BE
A MINIMUM OF 3 FEET CLOSER TO THE STREET AS MEASURED FROM THE FACE
OF THE GARAGE DOOR.
SUBDIVISION STREETS: CURB & GUTTER
WATERSHED. MOORES CREEK
AGRICULTURAL/FORESTAL DISTRICT: NONE
TOPOGRAPHY & SURVEY: BOUNDARY AND TOPOGRAPHY INFORMATION WAS PROVIDED BY ROGER RAY &
ASSOCIATES, INC IN FEBRUARY, 2020. FIELD VERIFIED BY COLLINS ENGINEERING
IN FEBRUARY OF 2021.
DATUM: NAVD88
EXISTING VEGETATION: PARTIALLY WOODED WITH (2) EXISTING RESIDENTIAL HOUSES
PRESERVED/MANAGED SLOPES: MANAGED AND PRESERVED STEEP SLOPES ARE SHOWN WITHIN THE
LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET 2 FOR LOCATIONS.
LIGHTING: NO LIGHTING IS PROPOSED.
PARKING: TWO (2) OFF-STREET PARKING SPACES ARE PROVIDED FOR EACH DWELLING
UNIT AND (i) OFFSTREET SURFACE PARKING SPACE IS PROPOSED FOR EACH
ACCESSORY UNIT. ADDITIONAL PARKING SPACES PROVIDED ALONG THE
PROPOSED ROADWAYS.
PARKING REQUIRED:
59 RESIDENTIAL UNITS = 228 PARKING SPACES
6 ACCESSORY UNITS = 6 PARKING SPACES
22 ATTACHED UNITS x (i PARKING SPACE/4 UNITS) = 6 SPACES
TOTAL PARKING REQUIRED: 130 PARKING SPACES
PARKING PROVIDED:
GARAGE PARKING SPACES: 53 GARAGE PARKING SPACES
DRIVEWAY PARKING SPACES: 65 DRIVEWAY PARKING SPACES
SURFACE PARKING SPACES: 6 SURFACE PARKING SPACES
6 ONSTREET PARKING SPACES: 6 TOTAL ONSTREET SPACES
TOTAL PARKING PROVIDED: 230 SPACES
BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE
REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING
ORDINANCE.
LAND AREAS: OPEN SPACE: 287,744 SF 4.31 ACRES (32.3%)
LOTS: 265,375 SF 6.og ACRES (48.36%)
ROW DEDICATION: 128,464 SF 2.95 ACRES (22.x%)
PROPOSED IMPERVIOUS AREAS: ROADS: 6o,634 SF
SIDEWALKS: 22,500 SF
BUILDINGS, PATIOS/DECKS: 108,3705F
DRIVEWAYS: 22,940 SF
TOTAL IMPERVIOUS AREAS: 213,444 SF (4.9 ACRES)
BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS
PROPERTY.
FLOODPLAIN: THERE 15 NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID S1003CO426D
DATED FEBRUARY 4, 2Do5.
LANDSCAPING: A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN IN
ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET
TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE
STREETTREES EVERY 4o' ALONG THE ROADWAYS.
RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING &
DRAINAGE PLAN FOR WALL LOCATIONS.
TRASH SERVICE: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.
UTILITIES: ALBEMARLE COUNTY WATER & SEWER
AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE
APPROVED PROFFERS.
TOTAL PROPOSED NUMBER OF AFFORDABLE HOUSES: 20 UNITS
SEE LAYOUT SHEETS FOR LOCATION OF AFFORDABLE UNITS.
PHASING: THIS PROJECT SHALL BE DEVELOPED IN ONE PHASE.
6
GALAXIE FARM -INITIAL SITE PLAN �
& PRELIMINARY PLAT
SCOTTSVILLE MAGISTERIAL DISTRICT
ALBEMARLE COUNTY. VIRGINIA
TMP:
0920000-oom3=
OWNER:
COUNTY OF ALBEMARLE
SCHOOLSOARD
ACREAGE:
aS.96 AC
ZONING:
Ra RESIDENTIAL
DAJPG.:
m96037
►;may
Ll
'_TMP: og�.wo aoEo
F: OWNER: AVINITY ESTATES, LLC
F Y. '-',,:ACREAGE: 3a4AC
ZONING: PRD - RESIDENTIAL
D.B.IPG.: 52z41676
GRAPHIC SCALE /
40 0 20 40 BQ
( 1K PEEP )
1 inch = 80 M
IF
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TMP:
OWNER:
091ao-oo-Wo 2w
COUNTY OF ALBEMARLE
ACREAGE:
SCHOOLBOARD
zS.8o AC
ZONING:
D.B./VG.:
Rv RESIDENTIAL
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5258/620
67
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TMP:
OWNER:
ogxw-w-w.m6D0
SCOTTSVILLE ROAD
/
HOLDINGS, LLC
ACREAGE:
2 22 AC
-
ZONING:
D.BJPG.:
RI RESIDENTIAL
325#P)
,'
BURIAL SITES NO CEMETERIES WERE FOUND DURING A FIELD INVESTIGATION OF
THE SITE.
STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN
ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTEC77ON
ORDINANCE
BUILDING SITES: LOTS 1-59 SHALL EACH CONTAIN A BUILDING SITE THAT COMPLIES
WITH SECTION 4.2.1. OF THE ALBEMARLE COUNTY ZONING
ORDINANCE.
PRIVATE STREET.- VERA RUBIN PLACE IN THIS SUBDIVISION MAY NOT MEET THE
STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF
STATE HIGHWAY AND WILL NOT BE MAINTAINED BY THE DEPARTMENT
OF TRANSPORTAT70N OR THE COUNTY OF ALBEMARLE,
OFFS17E DISR)RBANCE: OFFS17E DISTURBANCE IS PROPOSED WITH THIS PLAN ON THE
ADJACENT AWNITY ESTATES PROPERTY, WHICH IS ALSO OWNED BY
THE SAME DEVELOPER.
r
/ TMP: ogzao-oo-ao-oa000
OWNER: COUNTYOFALBEMARLE
SCHOOLBOARD
ACREAGE: 8.33AC
ZONING: Ri RESIDENTIAL
D.B.IPG.: 29VO44
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TMP: 092W'w- -m6Aa
OWNER: ALBEMARLE CARTER / -
MOUNTAINSMANAGEMENTCO
ZONING: RZ RESIDENTIAL 4 -
D.B.IPG.: 348olo68 01
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SHEET LAYOUT \
SCALE: 1" = 80'
C
GENERAL BUILDING DEPARTMENT NOTES.-
1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER
OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A
BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL
BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF
THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE
THROUGH A BACKWATER VALVE.
2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA Q , UNDERGROUND
PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY.
3. RETAINING WALLS GREATER 774AN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT WALLS EXCEEDING 4'
IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT.
4. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL
INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
NOTES:
1) THIS PROPERTY DOES NOT LIE W17HIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT.
2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
3) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VOOT
AND ALBEMARLE COUNTY STANDARDS.
4) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE.
5) ROADWAYS AND PAVED CIRCULAT70AI AREA = 60,634 SF.
APPROVED
by the Albemarle County
Community Development Department
Date September 3, 2021
File # SDP202100059 and SUB202100125
Application Type Initial Site Plan and Preliminary Plat
Lead Reviewer: Cameron Langille
51,
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INTER
PIEDMONT
VIRGINIA
COMMUNITY
COLLEGE
SOUTHERN PARKWAY
MILL CREEK
MONTICELLO HIGH
LAKE REYNOVIA Q SCHOOL
Q� CALE ELEMENTARY
SCHOOL
THIS
PROJECT
0
MILL CREEK fij� VSEJ"
SOUTH O�1 Iy0
P
VICINITY MAP:
SCALE: 1" = 2000'
Sheet List Table
Sheet Number
Sheet Title
I
COVER
2
EXISTING CONDITIONS
3
OVERALL SITE PLAN
4
SITE PLAN
5
SITE PLAN
6
SITE PLAN NOTES, DETAILS, & PROFFERS
7
UTILITY PLAN
8
UTILITY PLAN
9
GRADING & DRAINAGE PLAN
io
GRADING & DRAINAGE PLAN
12
NOTES & DETAILS
22
STORMWATER MANAGEMENT PLAN
12 TOTAL SHEETS
LEGEND
EDGE OF PAVEMENT
CURB
PROPOSED ASPHALT PAVEMENT
EXISTING VEGETATIVE/LANDSCAPE BUFFER
------------ GREEN WAY BUFFER
--
-- PROPOSED EASEMENT
Q
DROP INLET & STRUCTURE NO.
®
DRAINAGE PIPE
BENCH MARK
VDOT STANDARD STOP SIGN
PROPOSED HANDICAP PARKING SPACE
«
PROPOSED ASPHALT STRIPING
EXISTING CONTOUR
200
PROPOSED CONTOUR
sos.71 TC
sos.21 £P
PROPOSED SPOT ELEVATION
TBC DENOTES TOP/BACK OF CURB
T/B DENOTES TOP OF BOX
506.1 TW
506.21 Bw
PROPOSED SPOT ELEVATION
TIN DENOTES TOP OF WALL
BW DENOTES BOTTOM OF WALL
PRESERVED STEEP SLOPES
MANAGED STEEP SLOPES
PEDESTRIAN AND VEHICLE ACCESS
PROPOSED CONCRETE
r . • . , , _ .
PROPOSED & EXIS77NG GUARDRAIL
PROPOSED FENCE
0 0 0
OO 100 YR. FLOODPLAIN
TRIP GENERATION CALCULATIONS
SCALE:1"=too'
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL
(ioTH EDITION)
43 SINGLE FAMILY DETACHED UNITS (CODE 220)
TOTAL ADT: 4o6 VPD (203 ENTER/ 203 EXIT)
TOTAL AM PEAK: 32 VPH (8 ENTER/ 24 EXIT)
TOTAL PM PEAK: 43 VPH (27 ENTER/ 26 EXIT)
22 MULTIFAMILY HOUSING (LOW-RISE) - CODE 220
TOTAL ADT: 3.62 VPD (83. ENTER/82 EXIT)
AM PEAK: io VPH (3 ENTER /7 EXIT)
PM PEAK: 12 VPH (8 ENTER/ 4 EXIT)
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
ALBEMARLE COUNTY SERVICE AUTHORITY 1 II
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Lic. No. 035791
L 7/5/21
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NOTES:
1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS,
BASED ON FEMA MAP NUMBER 51003CO426D ADOPTED
FEBRUARY 4, 2005.
2. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED BY ROGER
W. RAY & ASSOCIATES, INC IN FEBRUARY 2020.
TOPOGRAPHY HAS BEEN FIELD VERIFIED IN FEBRUARY 2021.
3. PRESERVED AND MANAGED STEEP SLOPES ARE LOCATED ON
THE PROPERTY AS SHOWN. NO PRESERVED STEEP SLOPES
ARE IMPACTED WITH THE PROPOSED DEVELOPMENT.
MANAGED SLOPES SHALL BE IMPACTED IN ACCORDANCE
WITH ALBEMARLE COUNTY REQUIREMENTS AND REGULATIONS.
4. 100' WPO STREAM BUFFER IS SHOWN.
5. EXISTING WELLS SHALL BE ABANDONED PERMANENTLY IN
ACCORDANCE WITH THE VIRGINIA HEALTH DEPARTMENT
GUIDELINES AND REQUIREMENTS, AND IN ACCORDANCE WITH
12VAC5-630-450.
CHORD BEARING
CHORD DISTANCE
LINE RADIUS
LINE LENGTH
C1
S75040'51"W
149.57'
5689.58
149.57'
C2
S76048'59"W
25.09'
5689.58
25.09
C3
S73°32'54"W
173.95'
1472.4
174.05'
TMP:
09100-00-00-02000
OWNER:
COUNTY OF ALBEMARLE
SCHOOLBOARD
ACREAGE:
8.33 AC
ZONING:
RiRESIDENTIAL
D.B./PG.:
1979/044
TMP: ogioo-oo-oo-oo8Bo
OWNER: COUNTY OF ALBEMARLE
ACREAGE: 8.34 AC
ZONING: Ri RESIDENTIAL
D.B./PG.: 1979/044
EXISTING
EXISTING GRAVEL
ROAD TO REMAIN
r-EXISTING TREELINE
EXISTING POLE AND OVERHEAD
POWER LINES TO BE REMOVED
EXISTING COUNTY
/RESERVED
/ STEEP SLOPES
N76'25'14" a2 EXISTING Zoo'
60.43 566 6 STREAM BUFFER
EXISTING BUILDINGS IS,/
TO BE REMOVED _ _ °93 /
F PROPERTY LINE
TMP: 09200-00-00-022Ao - ,�� O�q
OWNER: THOMAS, DANNY B SR
ACREAGE: o.5iAC TMP: 09200-00-00.02100
ZONING: Ri RESIDENTIAL OWNER: COUNTY OF ALBEMARLE
WB/PG.: 276/231 SCHOOL BOARD -
ACREAGE: iS.8oAC / ON \.- ,0
ZONING: Ri RESIDENTIAL -
D.B./PG.: 5258/620
EXISTING COUNTY
PRESERVED STEEP SLOPES
EXISTING POLE AND OVERHEAD \/ /
POWER LINES TO BE REMOVED
0
13
EXISTING PROPANE TANK i EXISTING SANITARY SEWER /
TO BE REMOVED Z \ (E) WELL TO TO REMAIN
BE ABANDONE�
EXISTING CULVERT
S TO BE REMOVED /
a >01 LIMITS OF PAVEMENT DEM 5 6 (2002) EXISTING PAVED DRIVEWAY /
TO BE REMOVED
ROPERTY LINE 11, ,EXISTING PAVED DRIVEWAY
- - s-�o. ;. / TO BE REMOVED
-S - - _ - q3 70f s� S N5r 4'36"W _ 76'33'43"W
r9• - - _ -- - - _ -z�. (2002) _. 19 7' _ 0 25a3' ,TIE
Xl, 70484, / - EXISTING BOUNDARY N�,.03o5'W -'
TMP: o ioo oo-00-02 00 \ / `�A IE - a"8 so 5' TO BE VACATED 1 5 75 �- -- -
9 3 4ir 432? E' �t LAX FARM LANE - - 3F 5 9. _ - - .-- - - -
OWNER: COUNTY OF ALBEMARLE \ - _ _.-6�.,,3 52 F°%, is _ _ ._._ --' -- - �5139'29"E\
SCHOOL BOARD -� ' -- _ / - - ' \ \
ACREAGE: 15.96 AC -� S43 g'S3^E- - _ - - ' as ss� 12002) �TW (2002) / �� IF t79.t9'
ZONING: Ri RESIDENTIAL , \ \ S47'5T45"E 126.95' ��33j, N6o'S¢p6 5605l*4 _ %.. ' O
D.B./PG.: 2o961737 / .. S .
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\ EXISTING TREELINE zooz v�o
� / ,EXISTING FENCE // / TO BE REMOVED EXISTING BOUNDARY s�33 - )
>< / / TO REMAIN r TO BE VACATED 9,1
80•E�`_ �-- �s664G no J _ O�
w / /// COUNTY DEFINED
h / / -
i
ANAGED STEEP ti°
" r s„ EXISTING TREELINE / `0 j j / / n EXISTING FENCE SLOPES TYP. / r°� Jam`
N TO BE REMOVED / / TO BE REMOVED h
EXISTING FENCE z ( j' �,� // / (E) 20' PERMANENT ACSA ao-^ �o
X / / / / / / EXISTING EXISTING BUILDINGS
SANITARY SEWER EASEMENT
TO BE REMOVED /
z/ TO BE REMOVED (D.6.3179•90, 95) PLAT
EXISTING TREELINE / CHANNEL /
TO BE REMOVED
EXISTING COW
BRANCH STREAM
EXISTING BUILDINGS EXISTING GRAVEL DRIVEWAY
TO BE REMOVED - - TO BE REMOVED
I
EXISTING GALAXIE FARM
LANE ROW TO BE VACATED
2o' ROW, io' PAVEMENT
D.B.298-59o,592 PLAT
D.B.229-262 PLAT
D.B.229-357
D.B.629-366, 368 PLAT
ZTION OF EXISTING GUARDRAIL
BE REMOVED
TMP: og2Ao-oo-oo-000Bo
OWNER: AVON PROPERTIES, LLEXISTING FENCE
ACREAGE: o.83 AC Y ( I ' ,' -. _ TO REMAIN
ZONING: PRD- RESIDENTIAL _ ROPERTY LINE °'� EXISTING ioo'
D.B./PG.: 4894/228 STREAM BUFFER / TMP: ogioo-oo-oo-oi800
OWNER: WOOD, WENDELL W
915.67'V49'1 6'45"W -- 974.25' _ - - ' _ - -- -
p _ -.. - - ' -�� ' �_1 r. / / / ACREAGE 253.24 AC
- - —. reo_ / D.B./PG.: RURAL
M M - - _ -
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SEWER TELEPHONE LINE
TMP: ogiAi-oo-oo-000Eo
EXISTING 2
flu,-lL L ��� OWNER: AVINITY 2" DIP
�- - ACREAGE: 2.24 AC ESTATES, LLC WATERLINE
TMP: 09200-00-0o-o26Do
/ ZONING: PRDOWNER: SCOTTSVILLE ROAD 4-RESIDENTIAL I I I BENCHMARK
/ D. B.IPG.: 22 /6 6 HOLDINGS, LLC -
/f�� )� / 5 4 7 ACREAGE: 2.22 AC TOP OF SEWER--
// ZONING: Ri RESIDENTIAL I TMP: og2oo-oo-oo-o26A1 MANHOLE -
i I 1 \ \ D.B./PG.: 3257/702 OWNER: ALBEMARLE CARTER ELEV:473345
MOUNTAINS MANAGEMENT CO
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- -�� - ,,• 6 ,. `\ - - - v.,• • - - NOTES:
1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION
�. • '. • // AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. `r
' y 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. F
\3. 0 REPRESENTS ONE PROPOSED PARKING SPACE. �r ' '• ' '• ' '• ' / - % 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'
- %'� ` • ' • ' / i 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS.
'` i 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE �SCOTT R. NSZ
LOT j' i / ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. U Lic. No. 035791 n
�' • ' • ' , 7. SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS.
5 i '' • ' • ' • ' • %� i 8. CURB RADII SHOWN, REPRESENTED WITH AN 'R', DIMENSION THE FACE OF CURB. q� 7/5/21 w¢
1 /', • 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM t
1 i�' �• ' THE ENTRANCE CORRIDOR. _ `S`ZONAL E�G�
`�+', • '� ' ' ' ' ' ' / / 10. ALL SFA (TOWNHOUSE) UNITS AND SFD UNITS SHALL HAVE A MINIMUM OF A (1) CAR GARAGE. THE MINIMUM SIZE OF THE GARAGE SHALL BE 12' x 20'.
THE AFFORDABLE TH UNITS SHALL HAVE SURFACE PARKING SPACES AND NO GARAGES.
i+24 .f 11. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A
STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM.
12. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION T.M.91-10
/, • ', • ', • ' • ' • ' • ' • ' • ' • "• ' . • / PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR
COUNTY OF ALBEMARLE, VIRGINIA
DEMOLITION PROJECTS. D.B.1979-44,46 & 47 PLAT
13. ALL PRIVATE ROADS, STREETS, AND ALLEYS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. NO PUBLIC AGENCY, INCLUDING VDOT
OOEN'. • • :i '. '. , ; , / AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE PRIVATE STREETS, ROADS, AND ALLEYS WITHIN THE NEIGHBORHOOD.
t'. 5PACED', Av / / ; 14. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON
' • ' /'. ;��' / / 1 THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. `
O 15. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE REQUIRED PROFFERS ON SHEET 1A.
16. EACH LOT SHALL BE SERVICED BY PUBLIC WATER AND PUBLIC SEWER, AS SHOWN ON SHEETS 6 &7.
- <�'• ' • ' '• ' ' / V, 17. DECKS MAY PROJECT NOT MORE THAN FOUR (4) FEET INTO ANY REQUIRED YARD, PROVIDED THAT NO SUCH FEATURE SHALL BE LOCATED CLOSER THAN `. �•
'. • ', SIX (6) FEET TO ANY LOT LINE. r
1 1 / ♦ 18. ALL PRIVATE YARD DRAINS SHALL HAVE A 10' PRIVATE DRAINAGE EASEMENT.
1 1
\
1
1 -
19. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE -- __ Z
PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR / t - = ' ,-1 ` // o
LO
1 1 / 11 1 11 4 \/ 6 • ' �' • ' • ' •• ' '• ' •• ' '. ' '. ' '. • '. • '. ' '. • '. • �.• ' / Q} ��/ � HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE _ % FjQ' t r''�! ', �', I ' LOT ' ' r i \\ ,(�A �' �'
O / NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4�1' -� i �_ i i ' rI In
w Q vj/ 2�- - \ 7i ;
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1 / / / o Tory N76'25'14" = 5g 4 t Lor / w
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124-678-A PLAT -" \ _ S If O.i / W a
.B.4990-174 ° /
1894-228 PLAT 84 )OB NO.
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558-3 {'...._.• i T.M.91-16D o
SCOTTSVILLB ROAD O D HOLDINGS,LLC �� �1 202194 D
GRAPHIC SCALE D.B.3480-44 & 45 PLAT J
� � �. SCALE
40 0 zo 40 so Teo ,F 1 El = 401
/ c.) o
( IN FEET) __ __ -- ---- -- T.M.91-16A1+ SHEET NO.
1 inch = 40 ft. ; 3
37 II
9=11
GENERAL SITE PLAN NOTES:
2. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER /
` T.M.91-86
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES COUNTY OF ALBEMARLE, V GI IA
BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL ,,''��\ /�; . ' D.B.1979-44,46 & 47 PL T
CONTACT ENGINEER TO INSPECT E/PAND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE
OR PAVEMENT BEING PLACED.
2. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE
THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. FUTURE CONNECTION -RIGHT OF
3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND WAYTOBE EXTENDEDAND
DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING DEDICATED TO THE PROPERTY LINE 5 \\ \' I II 11 ' j , / // �\ \'a COUNTY DEFINED PRESERVED STEEP 1
FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY K�yP.I 1 r� I LOT / / �� SLOPES FOUND TO HAVE LESS THAN ,
SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. z \ SE1gPL 'PfN 11 1 II I 1 7 I / / 25%SLOPES IN FIELD SURVEY
4. SEE SHEET 6 FOR LOT AREAS, TYPICAL BUILDING DIMENSIONS, AND DRIVEWAY/GARAGE MINIMUM WIDTHS `' \ zo REPR \ LOT \ 1 1 I I //^\\`\ \ r
AND DEPTHS. / C ''\�- \ \Ill I / ' ' \ \ o.
\ \ 8 PRESERVED STEEP Al51, \\ / / ,' LOT \� SLOPES VERIFIED WITH
, / / 6 FIELDSURVEY 0
LOT /ii'r / /
\ \ \ \ 9 zYx2o \ I I / / \ . /
Lic. No. 035791 n
L 7/5/21 ,4'i
\
\ \ r � � \
\IN / \
- • \ ` J \ LOT 1 � \ \ PROPOSED PATIO OR DECK. PATIOS
\ \ \ , a �� \ ' �'9 �'� \ AND DECKS ARE ALLOWED TO
A,
'. O \\ \ \\ \ \V' j ` / ' r\ ENCRM XIMUMOf4',TYP.
ACKA
OPEN /
SPACE C B LOT
+ \ Z
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TYP. RIGHT-OF-WAY, TYP. � '.•'
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1 "l.
rl 1 NSF P 7 OPEN
1
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1 1 LOT \ O \ \ \ \\ _-- 11 1 �\ ., i �.\ \/ BRANCH .•'• •'• •'• /
11 11 13 I \\�• !`O ?� / �� \\ 1 \ I 11 INI 54 ' O /-COONTY DEFINED. STREAM, TYP. •1. / //
Ip0 1 \\ \\ \ \\11 1111 (,all `'--1 +`_- - Fc- , PRESSLOPESTE�P• , '.• •'• �(P) 5'PRIMITNE.
0 1 , •y\ 14• I \ \ \ 1 11 Iml - \ - TRAILWAY-
01
22'x20.�\ ,. • ','. / -` /
J \ \ \ \1 LOT 11 IDII I I \ 1 GARAGE 1\ / •\*• ••. •' •'.•' . , .
LOT \\ \\ l \\I 2 Ill 1 11 (MIN. FORSFD)` o / 2o'LANDSCAPING BUFFER TO �', '.'. �' ///
Is ( 1 \ \ CONSIST OFA MIXTURE OF ' ••,•• •'
GARAGE _ - - 11 Ivll� LOT II \ ( LQ' \ \ / EVERGREEN TREES AND SHRU85 •' '�b •�' //
VI_ MIN. FOR SFD \ °. • \\ 1 '
W' 11 11 ( ) \ \l G \\\ \\ \\o.\ �\ _I-- PROPOSED2o' II a III 3 11 1\ 1 11 4 \IV� 1 / WITH SOME DECIDUOUS TREES, .��!•' �,,'• ,�• /
w_ LOT --- \`� * r R�
l -� 1 \ \ \ LANDSCAPE BUFFER 11 I 1 1 1 � �,•' '
__ I ll \ \ \Z1 `\\ \ 1 \ V FOR DOUBLE I
In 11 1 14 \ m1 \\� \ V l FRONTAGELOTS 1 1 11 __ 1 1 _ -1 f I,Q. PROPOSED SPEED (p)6'BIKE •••` / //
w' 1 1 0 \ ✓ 1 * ' \ \ I 11 ASPEN I-- - / LIMIT SIGN NE P ' P
w _ 11 1 $ 11 \ �✓ \I (LOTS z-4) 1 1_ \\ 1 �' ,% I'A m ). ,•�,PROPOSEDVDOT // (S)HOULDERL
STD. GR-2
' ' I I 1 _ _ - - - - PROPOSED 6' PLANTING / \ 1 / /
w TIE INTO EXISTING DRIVEWAY. I. I L- STRIP TYP. r-_-------- / _ /
• PROPOSED VDOT /
Z - CONSTRUCTION SHALL BE I _ _ _ _ _ - - - - - ' • I _ _ /L9
-J CONFINED TO THE SUBJECT 1------- O } ---_ ° •,_S PROPOSEU$TREETC STD. /
PROPERTY&PUBLIC •. -------------- --- - 12+ - C .
lJ DISTANCE= - -- - - _ ✓�_ _ -
- RIGHT-OF-WAY, AS SHOWN. ry5R 1\\ L ?-��.\-A9 --�
TIE INTO EXISTING GALXIE I ,,, 1 1 rj+00 + RM LA n��
FARM LANE. CONSTRUCTION 16t00 N - 1EFA CRI`N - x •LOQ \ -
SHALL BE CONFINED TO THE S O\5TP - - -R= - —I C z8o' - / A\-^'_ UBLI _ W - .,\
SUBJECT PROPERTY & PUBLIC 50A -dALAXIEFAR MLA_NE�}-n 400 l - �' W -SIGHT DISTANCE= - vAR�]QS�?Q - ____ v � �� ` j� m
RIGHT-OF-WAY, AS SHOWN. 17+0 l= _ �, � T PROPOSED STOP - 144��8--- _.- �' '
z
_ 57 PUBLICRIW Q Q -
n SIGN, TYP.
SIGHT DIST ? R 1 --
18+00 z I P T -
--__- I \� (P)6'BIKE ROS STD. GR 2 yet?,
rn
tOO r - LANE (TYP) R4 rn
$ _ `
-- - - ED i - CONTRACTORT ILL&
- ROPOS STREET, `�
�, '' ,' /�x0 OVERLAY ROU zo TO
---------- ,(P)CENTRAL I I --_' - / THE CENTER NE, TYP.m—owlp N
I . (P) 3,5Bo SF ' MAILBOXES _ .r 1 LOT SEE WP 2 DE IL, SHEET as
I LO 5!F • TOTLOT . PROPOSED SP ED 1 I �I PROPOSED STOP / O
' (P)WOODEN SIGN,TYP. z / CT\
I -a. ' 'LIMIT SIGN I •�, BRIDGE AT ; n / N
nl ) 15 1 y STREAM ' DISTA ETONEAREST W N
OPEN 1$ 20 - - - 2 1 y CROSSING ' PROPOSED YDOT I ERSECTION:
75 •• fROPOSED5'WID s' O I
SPACEA . CONC: SIDEWAL , r� e 1 � STD. GR-2 1740' OMILL CREEK DRIVE
RIW-R/W a LOT 55 a TYP. M i a �_lL. '
_ / DISTA E TO NEAREST
c g onl STREET Ss., + 1p EXISTING COW- ,` \ / I ERSECTION:
-- - OPEN \. PARALLEL PARKING R/W. I , 'BRANCH a3 'TO PEBBLE DRIVE z
52' - 75 - - SPACES /� \ -_ ) I .Vyp STREAM; TYP. ', b
9 24 z2'FC-FC SPACE PROP.OSEOA TIVE 8'X2o'TYP. / " I '/ 1po O• _ (P)4'GRAVEL
1 1 LOT 6 RECREATIO L �. O• / �a�� �20• ��I I - .BUFFER, ryP. ' �/ �--�
( TYP) n 2Yx2o 5 n OPEN SPAC A/AFC l L / /• �'C/.` SHOULDER
-- - GARAGE
rTYPA
2o' F/C-E/ - - 75LOT \ \
---------- I ---- ' R ACTIVE 'PR 'NO + ?6• / / 2/
EDWOOD I _ _ _ _ _ _ _ LO 57 • c 1 �A / / i6 / I I OPEN •, ' • , �,
r REDWOOD ,°, a , RECREATION PARKING' SIGN, .F / / /
I 27 R o TYP. / 22'x2o I I SPACE E
n n 'GRASS FIELD AREA , / /
I GARAGE I
d I / v
- I •
_ (MIN. SF
75 / \ I / C
I LOT58 /
w o 5 F/p ��\ / z ,
LOT I LOT o v ¢ d i n �p /' �z\ �4F•
I o J a- -✓ / �/ U
Zd 1 75 ,gi p'' •' l(P) 5'PRIMITIVE / ,y�1_T INTOEXISTING
I
zzkzo = � 1 LOT 59 ••' a5{pT,l C•,e/ + / �\ �� r' J ,TRAILWAY. Q`,�k, h $COTTSVILLEROAD,
I I GARAGE w I ` n I 5\GHT O C / LOT \ \\ �' r / // Q� Q� ROUTE 20.
I I (TYP.) o,: I, b / .
-- II a PROJECT O� .� W
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29
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(P)STOP a8'MIN. (TVP.) I \ 21 \ ti
20' E1P-E/P
---- I Ial SIGN,TYP I I I I' `� "\
LOT � I - I \\� ~ / .. o • PROJECT /
LOT I I a m LOT LOT \/ 49 BOUNDARY, TYP.
9 I I �I °° LOT LOT
$I z8 �I I V) LOT LOT 23 22 I / /
ASPEN ~ I ID 27 26 25 24 I' •.• / �• ,• //
-------- I ASPEN N - -
I-- xUNIT5 2UNITS�. '
II mm '- 2 UNITS ---I2UNITS
ITS
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-2UNITS 12dE BACK f
----------J ROPOSED(6)zo'xa8•,'
GRAPHIC SCALE1'REARSETBACK(T/P.) PPARKING SPACES .�,
30 0 u 30 60 120
K—x—SZx — _ 5222' 22' 22' 22' 23' I �• .
COUNTY DEFINED --
MANAGED STEEP' `_ / I / / ( IN FEET
- _ ', '• ', � j 1 inch - 30 ft.
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SHEET NO.
4
T.M.91-12A
CLAUDE S.SHELHORSE,JR. & VIRGINIA THOMAS
SHELHORSE
D.B.1049-86
D.B.521-523 PLAT
D.B.337-255 PLAT
T.M.91-13
COUNTY SCHOOL BOARD OF
ALBEMARLE COUNTY, VIRGINIA
D.B.1033-313
D.B.1033-313
D.B.619-368 PLAT
FUTURE CONNECTION - RIGHT OF
WAY TO BE EXTENDED AND
DEDICATED TO THE PROPERTY LINE
T.M.91-11
SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA
D.B. 5258-620
D.B.1979-46 & 47 PLAT
-TIE INTO EXISTING GALAXIE
FARM LANE. CONSTRUCTION
SHALL BE CONFINED TO THE
SUBJECT PROPERTY & PUBLIC
Lic. No. 035791 a
L 7/5/21
OPEN
SPACE C
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LU TIE INTO EXISTING DRIVEWAY. - - - -
Z CONSTRUCTION SHALL BE
J' CONFINED TO THE SUBJECT 1 -
125
_ PROPERTY & PUBLIC
��
..
F- RIGHT-OF-WAY, AS SHOWN. _
C-4
\GNT -' 1 AXIE FAR
\\ RIGHT-OF-WAY, AS SHOWN. �`'-�� �— •pUBLI
57
\`\ I 18+00 < -___SIGHT DISTANCE,y6e• +00
-
--
1 -
`.\ pOM LA� -- -- 79'
I fir` _
p,X1E - -
GAL +07 --
i LOT 1 n (P)3,Soo SF r
54 TOT LOT Q\
----- OPEN zE' 20' - -
----- I m
--I ---- I --I -- P-i I r SPACEA 7s
ASPEN I �, ' R/W-R/W o LOT 55 _o
52' - - - - - - — - - - - _ _ ° - - OPEN N
LOT �,I LOT \`� I PROJECT BOUNDARY, Sz Sz 5z 5z 5 Sz` 9' �4 n 75 a SPACE B PROPOSEDA TIVE m
41 �I 42 ASPEN 1 1__I Iv --- I TYP. I I PROPOSEDLOT (P)CG-z zz'xmOT'S
-----
zz' FIC-FIC
I I I
I -- I I LINE, TYP. mP) GARAGEn'OPETISPAC
I I---------- zo REAR SETBACK(TYP.) _ I -------- ---- TBA (TYLOT I I I I I I I I r- -- 1 ----- I r----------� I r----------� I- ,I zo'F/C-EIP -- 75 - T� N
OI I I I - I r_-_ F__________ F-_-_______ (P)ACTIVB PR O
rAI I I I I 1 I I I REDWOOD I REDWOOD I REDWOOD I I REDWOOD I r _ _ _ _ I LOT 57 • • , RECREATIQN ' , . PA
REDWOOD
---- - I I `1 1 1 1 I 1 1 ----- 1 1 zj RIW-R/W 1 a t o (V
--- ----
1 1 1 1 I (ASP ____ _____ I ----- II II I__ -- 1 a n 'GRASSFIECOAREA,,•
I I I I _ _ _ _ I ASPEN I _ _ _ _ i I ASPEN I I ASPEN I I 1 I I I u (V
I ASPEN 75
NII - - II InI I I )
-- LOT58
LOT LOT LOT LOT LOT LOT u' 75 ad _ nn ' �• �S\•-r-SfiP• NCb�•',;• .
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LOT a49 55a>46 g1 I 47 4$ z
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I I „ --- I I 1 ..: --- i I i ..: I ..,, I 1 .... • . 1 I •' ••' . I I I I I I II w � 5'SIDEYARDSETBACT�� !' ', � �"
�• N I 1 °Q I I I I I I I I I I I > j �� 7� (PJSTREETTRE£5
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�-- FRON(TY TS ACKP) ?-- --- -52 ---- -5= -- L --- Sz,--� L ---- Sz --� ---- -$Z --I -----52.---I C --- -z,--J FRONTS TBACK(rypJ �� TYP. O
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(P)CGgD _22+00 PROP ff 21+00 LL w 0+00 - - - -9+00 - - _---------18�-0a_-- -- pI ANCE=zSo'
SIGHT 17+00 J`• it',
�� CG-6,TYP. __ _------- �MARYJAIXSONCOURT +— - 5
k
�3 (TYP) LIMITS OF PROPOSED R=200'- - - - —I— - LL �++ R= _
1 _\ o c 49 PUBLIC R/W 700' 16+00 (P)CG-gD
PUBLIC RIGHT-OF-WAY, n n "' �ENTRANCE,TYP. -
TYP. - W
Y.
52
525252 r----- - - - - -, r - - - - - - - - i S(Vd-pA - �---- -----I � ---- ----- .- sz
, �'--- ----� --- -----, I -FRONTS ACK(TYP.� I 1 ------ •zz' k
52 $2 , $2 52 ,
ICING �
18 AlIR.------ ao � S I I I I I I I SIGN, I I I I I 1 za'MIN. -, \ V?
\\60 '
1 _.. • 2 I 1 I^I --- I --- I ---i I 1 ---- I I ---- --- - -- - - RNNIMUM ? \w W
$$' �— — _ _ ___ ___ Ila —___ --__ ____ I � — — MINIMUM
• I I- 1 I F _ _ _ _ � I _ _ _ _ I I _ _ _ _ zo E/P-E/P ' ' (P) STOP aa' MIN. (TYP.) I I I I I I I I I I I hi SIGN, TYP
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I a
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GARAGE
I I I i 6 I 35 I i 34 - ° 33 .. 32 MI i 31 i 30 �I i �9 a1 LOT
I
LOT m i LOT m1 38 mI 37 � I 3 � I aw I 1 8 s N I I A I of
all
1 1 39 I I 1 ASPEN J I ASPEN I ASPEN I ASPEN I — ASPEN I ASPEN I
I I I
I I
ASPEN
I
I ASPEN
I
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ASPEN _
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I
zo' REAR SETBACK (TYP.) zo' REAR SETBACK (TYP.) PROPOSED (6) zo'xza'
I I I I I
I I I I I PARKING SPACES 1
24. r/c-r/(
6u'
1 52' 1
1
$2'1
52'1
52'
1 52
52
1 5:e1 $2' 1S2' —x x—x—x—sZx—x— _
_ 52' _ — —
x
I
COUNTYD
NOTE: PATIO, DECK, AND
„ ... .•-- '
STEED-
MANAGED STEEP
OVERHANGS MAY ENCROACH A
EWES TYP,
MAXIMUM OF 4' INTO SETBACK.
`
T.
1 A- B
0 EN
ASE IV,AVINITY
T.M.91-1-1E
AVON P
ERTIES,LLC
A
INITY ESTATES,LLC
B.
7 750
D.B
5124-678-A PLAT -
I D.B.48
228 PLAT
D.B.4990-174
B.4894228 PLAT
I
B 558-3 _..._
D -F
T.M.91-16D
SCOTTSVILLE ROAD HOLDINGS,LLC
I '
0
745
D.B.3 80-344 & PLAT
,n
V
m
n
LOT
°
LOT
LOT
I~i LOT
LOT
LOT
23
22
W
INi 27
i6
�5
�4
--
z UNITS
�UNITS 1
Q
A
xUNITS
2UNITS
I
•
I`O z uN1T5
auNRS
-
1 zo' REAR SETBACK
(TYP )T
I
O
-
2a'
22'
22
22
22'-
29'
GRAPHIC SCALE
( IN FEET ) I
1 inch = 30 ft.
O
I —I
HI
m
U)
z
I --I
J
w
J
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InL
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LL
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a V
JOB NO.
202194
SCALE
10
SHEET NO.
5
GALAXIE FARM - PRELIMINARY PLAT
LOT#
LOTAREA
BU I LDABLE AREA
1
6,210
3,810
2
6,754
4,474
3
6,075
3,661
4
4,964
3,043
5
5,762
3,397
6
6,605
3,829
7
7,282
4,282
8
5,040
2,886
9
5,470
3,378
10
5,168
3,120
11
5,226
3,177
12
4,980
2,889
13
5,353
3,262
14
7,496
5,065
15
5,832
3,506
16
6,884
4,214
17
6,032
3,465
18
2,662
1,524
19
1,994
1,376
20
2,006
1,387
21
2,742
1,580
22
2,298
1,821
23
2,202
1,584
24
2,067
1,446
25
1,970
1, 3S6
26
1,924
1,313
27
2,456
1,378
28
5,090
3,075
29
5,238
3,195
30
5,244
3,196
31
5,237
3,190
32
5,230
3,184
33
5,221
3,176
34
5,164
3,130
35
5,034
3,022
36
4,992
2,987
37
4,984
2,980
38
5,066
3,055
39
4,386
2,456
40
5,931
3,584
41
8,725
5,738
42
5,767
3,391
43
6,314
3,876
44
5,973
3,760
45
5,686
3,533
46
5,411
3,313
47
5,211
3,148
48
5,094
3,057
49
5,079
3,048
50
5,088
3,056
51
5,098
3,065
52
5,121
3,079
53
5,273
3,320
54
2,006
1,108
55
1,500
998
56
1,500
998
57
1500
998
58
1,500
998
59
2,025
1,098
1 } " SM-9.5A
SURFACE COURSE
3" BM-25
INTERMEDIATE COURSE
6" COMPACTED AGGREGATE
BASE COURSE, VDOT #21A
OR #21B DEPENDING ON ------ -
ULTIMATE TRAFFIC LIMITS
AND UNDERDRAINS
COMPACTED
SUBGRADE
ASPHALT PAVING - ROADS
NO SCALE
PROPOSED 1SM-9.5
OVERLAY
EXISTING
PAVEMENT
EX. STONE
SUBBASE
COMPACTED
SUBGRADE
ASPHALT PAVING - MILL/OVERLAY
No SCALE
CA
(vaNr rc rrlvm coral
R%W R/W
POIN%OF
CG-2 FINISHED GRADE
CURB CG8
CURB S GUTTER
4plM ,00" w
'.5' 10 -10 25 ,.
o u.. r.e.
25 ...
E/P-E/P
27*
R/W'R/W
TYPICAL PRIVATE ROAD SECTION - A97' PRIMATE ROAD
(VERA RUBIN PLACE - PRIMATE STREET)
15 A4rPH DBS/GN SPBBD
(NOT TO SCALE)
15'
1
ASPEN
41.5'
SINGLE FAMILY
DETACHED UNIT
1,740 SF
4333' 20'X22'
GARAGE
6' 2 r
L -ul - -
MIN.
18'Xi8'
DRIVEWAY
REDWOOD
52'
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 1L
WARRANT FOR LEFT -TURN STORAGE LANES ON TWO-LANE HIGHWAY
TRAFFIC VOLUMES:
PEAK AM: ADVANCING VOLUME: 590 VPH
OPPOSING VOLUME: 130 VPH
PEAK PM: ADVANCING VOLUME: 230 VPH
OPPOSING VOLUME: 600 VPH
TYPICAL DWELLING UNIT DIMENSIONS
SINGLE FAMILY
DETACHED UNIT 46'
1,966 SF
20'X22'
GARAGE
29'
21'
MIN.
18'x18'
DRIVEWAY
MIN.
18'x18'
DRIVEWAY
20'
20'X20'
GARAGE
40' 40
SINGLE FAMILY
ATTACHED UNIT
800 SF
REARLOADED
POPLAR
20'
° PATId
O
2 UNITS 22'
SINGLE FAMILY
ATTACHED UNIT
W/AFFORDABLE
BASEMENT
ACCESSORY UNIT 42
924 SF
MIN.
18'x18'
DRIVEWAY
(2) SPACES
PATIO
22'
FRONT LOADED
POPLAR
SINGLE FAMILY
ATTACHED UNIT
88o SF
40. 40,
13'X20'
GARAGE
22'
MIN.
12'x18'
DRIVEWAY
�rlr�rr, +rr,00„'�'rr►- - - �� i�-�,�- � - �
SITE DISTANCE = 665'
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(V "r Of :,dal
jw
STREET
TREE Ll /4-: YI' 1 /4":1' 1 /4": I'
10 3I "o4'
`
w: ;a L
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mrrtq
F/C-F/C
45'
R/W-R/W
TYPICAL STREET SECTION - 45 PUBLIC ROAD R/IY
(0.4LA.YIE FARM LANE - STA. 107100 TO 14f11)
90 A/PH DESIGN SPBBD
(NOT TO SO4LE)
1 a`
sraEE
4!'*d.�'R'4
w.< .:,o.
STREET.
TREE\
s,rr)
m
SMEE I
TREE\
6'
acre a -I�10' 10 I_ - a 2
vc5.
wNc a RN>F I .m A
3 I _ aw
�w,rtN� rwn w.e ✓Ncl amAl
F/C-F/C
51'
-R/W-R/W- -
TYPICAL STREET SUCTION - 51 ' PUBLIC ROAD R/ff
(6!.4LAXIE FARM LANE - STA. 14f11 TO 157IL40)
90 A(PH DL'S/GN SP66'D
(NOT TO SCALE)
VVcf
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4
4
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n�ci�`4j
6'
ww s 6.
_
LAW)
.wIrtn)
t
smm.?I
349.,
F/C-F/C
ST.
. R/W
TYPICAL STREET SECTION - 57' PUBLIC ROAD R/iY
(CALA,YIE FARM LANE - STA. 15f40 TO 16f8.2)
90 &PH DESIGN SPBBD
(NOT TO SCALE)
STREET
1/4_'. II' WEE\
1/4 -
5' 6 I I 10'
:cWALL "Ap) LAW
aarc T4
F/C-F/C
R/W 9R/W
TYPICAL STREET SECTION - 49 ' PUBLIC ROAD R/IY
(M.4RY J.4CZ-SON COURT, M.4E JEMISON LAiVE & MARIE CURIE COURT)
25 A/PH DESIGN SPBBD
(NOT M SCALE)
CURBS GUTTER POINTOF
C/L FINISHED GRADE
CURB &GUTTER
1/4`. 1' 1/4`. 1'
''V T
21A
STONE
BASE
4'vob
21A
6'
I- 36' E/P-E/P
50.5' PRIVATE
ALLEY EASEMENT
TYPICAL PRIVATE ROAD SECTION - 45' PRIVATE ROAD
(VER.4 RUBIN PLACE - PRIVATE STREET)
15 A/PH DB.9/GN SPBBD
(NOT TO SCALE)
SCOTT R. NSZ
Lic. No. 035791 ,a
7/5/21�e
���SSIONAL ENG`
Q
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JOB NO.
202194
SCALE
AS SHOWN
,FIEET NO.
6
GENERAL UTILITY NOTES:
i. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE.
2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL
INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
T.M.91-8B
COUNTY OF ALBEMARLE,V G>I IA
D.B.1979-44,46 & 47 PL T
COUNTY DEFINED PRESERVED STEEP
/ I LOT I SLOPES FOUND TO HAVE LESS THAN
7 I .54 SLOPES IN FIELD SURVEY
LOT \\ I I / /// \\
\ \ 8 \ 1 I I / PRESERVEDSTEEP. /
LOT .W�SLOPESVERIFIED WITH •,
FIELDSURVEY
LOT V A V I// 6
EN \9
Lic. No. 035791,a
L 7/5/21 ,4'i
LOT \ \ \� `" // �' ',• �
/ ,PSPOSEDB"G.V.&8 ' �E \\ 10
`�PtSSE'aI BLY FF : \ N \ \\ \\ \\ • / / / •. Y .
SPACE C o \ LOT
\ 11 \ \ \ PROPOSED6"G.V.&6' \• '�•'•'••'• '• ' / \ O
TYPE A BLOW -OFF i \ LOT \ •/
ASSEMBLY/ \ \ 5 �\ I - r'• •ul
�'• ,w a tu
\\ V, w 5
o W
J I LOT • 0 �\ _ M — I \ _ , % �'. LU
> u 11 1 RpPp �" 12+24
12 1 \ UBGV0 w/w - PROPOSED6"CL.52DIP
I I — • .Q1J8/� pl, - WATERLINE, TYP' •',••/ •.�. \' -I 49 C
Lu
— PROPOSED 8"x&' w j
1 TEE, (a)6•G.V. / - �� OPEN %' ••^,•T'
AND (a)8"G.V. — SPACE
II \OOos �\ SPACEDo
LOT
13 COONTY DEFINED•• •�•' GJ''/
�
00
PRESERVEDSTE�P
a SLOPES '• ••��' '.
••,'• /
LLJ
uj
'
✓' '. '
_ LOT
_ _ — �_ — — �� \ LOT \ 1 z
1 1 \ /
W i _ 1 \ 1 \\ \ 1 r _ P � 11 II LOT II \ 1 LO 1 / • �• ', ✓', . ' ',1,
LLJ
1 LOT
Z' I 1 t] 4 I y \ \ ASPEN
J I$ _ SED8"x6'TEE,6" \\ I r— \ / ,�••�•.J ,/• '.• •I.
G.V. & COMPLETE FIRE 1 �• _ ••
I HYDRANT ASSEMBLY s N / • I' t.• �•' • • • `•
o
Q
x
_ = 15+00 � `
- 16+00 _ _ r _ _ _ -- 00
//��
_ -- - 17 �- - - 14+00 /
r - - I A / \
18+00 � -- - - — t�OPOSED PUBLIC ROAD A \
-- P PUBLIC R1�N
- s — VAR. _ _ ';
- WIDTH
,
%11 I. ;,0X00
1-' LOT - - S.� - - —TIE INTO EXISTING _
PROPOSED 6"GV &6'-
LOT .,.
TYPEABLOW-O a '. •'••: •'•' "'` SAN .•, - a ITARYSEWERMH •, >
• - PROPOSEDEW R TY--
• ASSEMBLY
OPEN I — E,
SPACE A PROPO 6• I LOT
9oOB D I 55
OPEN'
PROPOSED 6" CL. 52 DIP - PACE 8.
WATERLINE, TYP. _ - /
COWNTYDEFI D / `>• " _
� - o �� • • taIANAGED fiP' / / � � / . •�. • � I
SCOPE P. ` 7 • „ ' /i
-----
ooD I — - I LOT 57 I • LOT I OPEN i
r
} PROPOSED PUBLIC ACSA / / 16
/
REDWOOD IQ d I EASEMENT, TYP. / / - SPACE '•
,
LOT IQ LOT 58 // \ // '• , PROTECT BOUNDARY,
LOT I� a' 3 I I • �' /� / TYP.
52 53 Ia �'
Iwa I LOT 59
\ I
t^I DIP /
o v JJ
CL I I PROPOSED B"CL. Sa X / LOT \ / - ',•
— J 10 WATER LINE,TYP. J" L / \ \ / ',I', •�'• '•',
I
s PROPOSED 8"x8" CROSS, 4 I
8"x6" REDUCER, (a) 6"
G.V.AND(2)8"G.V. % _ / �\ / / ••f,- ••
.• •,4 , '•'
PROPOSED 8'x6" TEE, 6" , • �.
r ; G.V. & COMPLETE FIRE _, - = M \ \ / BUFFER
WPO ' (�• •' •'/ • /
HYDRANT ASSEMBLY - / �' ,TYP.
•w w ��-F-99-w— LOT ' �' • �•� i w / i
16 � / ' � '..�.•. 'I'. ' '.'' '.'' ' '' '.'' '.•' ' '' ','> ','.' '...', >
w w w w' h LOT
29
_ - S LOT
/ 20
----- LOT Q 1• .
_ s
',• � � •EXISTING SA(J,ITAifY l'• ' /
s
SEWER,TYF•' ,�',• '
II I ,Y /
I•
LOT I ••�' O
I •I
,r.
I
�'
LOT LOT
/
I
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9
I
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LOT r
LOT 2 z
I 8 z ,
LOT I ,
LOT
z ' ,
O
I zy 3 3 ' �. •
I z
I 5 JJ
ASPEN27 26
1
r
ASPEN
— PROPOSED 8" CL. ¢DIP /
L I a I LINE, TYP. UNITS —
WATER •
— — —aUN1T5 aUNITS',i .
2UNITS "UNITS • '. '•' / /
2 UNITS
vl / GRAPHIC SCALE
3 --_ ,•• ••• ',' / . •�'• • �.'•' •n ,i• 30 0 15 30 60
A /
FEET )
1 inch
30 ft.
g
0 z
a
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l� 1- 4
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W I �
N `
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C3�
W N a
Z; z
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Lu
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a In
30B NO.
202194
SCALE
1" = 30'
SHEET NO.
7
T.M.91-12A
CLAUDE S.SHELHORSE,JR. & VIRGINIA THOMAS
SHELHORSE
D.B.1049-86
D.B.521-523 PLAT
D.B.337-255 PLAT
T.M.91-13
COUNTY SCHOOL BOARD OF
ALBEMARLE COUNTY, VIRGINIA
D.B.1033-313
D.B.1033-313
D.B.619-368 PLAT
1 I T. 91 A-B
OFTEN HASE IV,AVINITY
AVON P PERTIES,LLC
I .B. 67-750
D.B.48 -228 PLAT
I
ACSA GENERAL WATER & SEWER CONDITIONS (June 27, 2o1g)
2. 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 (i-800-552-7ooi).
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.
g. 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).
22. 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.
23. 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.
15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA.
T.M.91-11
SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA
D.B. 5258-620
D.B.1979-46 & 47 PLAT
I
�- PROJECT BOUNDARY,
TYP.
L — —
ASPEN I I PEN
I I I = -
_ LOT I I LOT - -
l41 I 42 ASPEN
I
III I I I
I I LOT I - -
I
I I -I L-- I _I
1 IASP� L _ — , I_ L ASPEN I ASPEN I ASPEN
LOT LOT LOT LOT I LOT
L_
44 I 45 1 l 46 11 47 11 48 l 1
I III III III III III
i
PROPOSED 8" G.V. & 8
TV,i��E�pW-OFF
SPACE C
Lic. No. 035791,a
L 7/5/21 ,4'i
I LOT I \
I I 12 I
1
0
I PROPOSED 8"x6 ,AUl
J — TEE, (2)6"G.V. z U Z
AND (2) 8" G.V. 0 g
LOT 0 o W
1 I o �3 > U
_ Ig W
-W
lw
- �I W
1 w I GC
I LOT
14
Iz ` I o
-_j I O -
1y
-a ..
5 N
L
1 �
� � f
17 _ �4
19+07 f
1 g+00
a
PROPOSED 6" G.V. & 6" LOT 54 F--I
• TYPEA BLOW-O
ASSEMBLY
OPEN 1 • m \
SPACE A PROPo 6" LOT 55
a fV
_ •OPEN �
PROPOSED 6"CL. 52 DIP PACE B �
)� WATERLINE, TYP.
a I
lOOD I (REDWOOD I LO 57 I PROPOSED PUBLIC ACSA
I REDWOOD I Q < L.L
o.EASEMENT, TYP. N
ILU
LU ¢ z r1
LOT I LOT LOT LOT �• LOT 58 J
50 1 I 51 I 1 52 1 53 la > - d
I I I I I Iw a LOT 1 'W-1 J
III 111 II
I0- 59
PO
10 I ' I PR WA ERL(NE,TYP DIP 5 w
.. ROPOSED B" G.V. & 8:, 1 — — _ J — — — J — ..., . ,.., : ..., : ,.., a W
/• . TYPE A BLOW -OFF PROPOSED 8"x6" TEE, 6" I — — tj
�'Q.
{{{ ASSEMBLY PROPOSED 8" CL. 52 DIP G.V. & COMPLETE FIRE I a
s PROPOSEDB"x8"CROSS, J [�
WATERLINE TYP. HYDRANTASSEMBLY 8"x6" REDUCER, 1 6" I 0
w— HY ASS Y I G.V. AND (2) 8" G.V. -
w w_w ' ; PROPOSED 8"x6" TEE, 6" I ` A z w %
23+06 \ �w� G.V. & COMPLETE FIRE Q ` J
2� w w w w�IQ-F99—w w w w w-1 1 G w w w w HYDRANT ASSEMBLY
w w w—z"ii�+-98—w w w w r w� — _ ra�+BA—wow w U
k-0POSED PUBLIC ROC RO—>)�
' PUBLIC R/W w w w w' h
Uj
tA
I r PROPOSED 8"
SANITARY--
-- SEWER, TYP.
III II II III III III III III 111 111
LOT LOT LOT I LOT LOT I LOT I I
LOT LOT 1 LOT LOT I 1 I 1 I F- z
2 1 i t 0 2 LOT I LOT
LOT LOT 38 37 36 35 I 34 33 I 1 3 1 3 I I 3 I 9 I 1 28 1 1 w LOT LOT LOT LOT 22
40 1 39 1 I I I I 1 I I 1 I 1 I I I I I LOT z6 25 �4 3 1'X
I I ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN
1 ASPEN ASPEN ASPEN _ ASPEN I I r — — J I — r — — J I r I ASPEN I �7
ASPEN I I - - J I I - - -r - - -' I I - _ -r - - � I r - - I _ - - I I _ - - I - - - I - - - I _ - - I I - J I w WATERLINE, NE, TYP. S� DIP 2 UNITS :UNITS
1 1 I I I 1 I I 2 UNITS
LOT
49
II
_J I
71
UN
1 2UNITS UNITS
Q
---r-- I LASPEN J I I I I I I CD1 ,— -- I I I I I I I I I 1 UNITS CD 1
& S S S S S
M M M M M M
T.M_91-1-1E _ —
A INITY ESTATES,LLC ,
I D.B 5124-678-A PLAT
D.B.4990-174
B.4894-228 PLAT _
/ D.B 558-3
M - M M M
i
M
- ' EXISTING PUBLIC-
ACSA ESMT.
i
0 cV
w
1" 4
- �MATCHLI IN E'-�=
I
SEE SHEET 6
L�
- -
G
�
s
ly
(Q<
EX TING WATER LINE
M
v
JOB NO.
M M /y( M /� M M
EXISTING 12" DIP
M
M
M _
202194
— — _ — — — — _ WATER LINE— —
—� GRAPHIC
_
SCALE
SCALE
t
T.M.91-16D 30
0 15 30
60 Ito
III = 30'
SCOTTSVILLE ROAD HOLDINGS,LLC
D. B.3257-702 TIE INTO EXISTING 12" DIP
D.B.3480-44 & 45 PLAT WtLWITH A22"x8"TEE,
IN FEET)
SHEET NO.
(2)12" G.V. & (1) 8" G.V.
1 inch = 30 ft
8
19+07
OPE
SPACE A
REDWOOD
LOT LOT
52 S3
,AK_ I
I
,FE= 499.0 GAR=497.00
— -� FFE=
w W w
w
w
TS TO THE - -- - SLOPES STEEPER THAN 3:2 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX T. M.91—SB '
WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF
)ING OR DAMAGE. PROPOSED RETAINING oLBS. PER ACRE, ORiLBPER i,000SF, UNLESS SPECIFIED OTHERWISE (TYP.) COUNTY OF ALBEMARLE,V1,RGINIA
WALL, MAX. WALL HEIGHT '
ABOVE FINISHED GRADE=6' D.B.1979-44,46 & 47 (PLAT
- \ s
PROPOSED 22"HDPE YARD - / -� - \ \ SCOT
DRAIN SYSTEM w/ id _ \ COUNTY DEFINED PRESERVED STEEP 0 "'"
PRIVATE DRAINAGE J SLOPES FOUND TO HAVE LESS THAN _ \ ''% •`• U Lic. No. 035791a
i � i
EASEMENT, TYP. _ i �� \ - � I \ \ 25%SLOPES IN FIELD SURVEY ,p 4.
_ 7/5/21 w
I LOT
I S IONAL E G
7 I ^
PROPOSED RETAINING ' / �- \ LOT
WALL, MAX. WALL HEIGHT, ��'�'�\'V5,0p I. /./
ABOVE FINISHED GRADE=\ \ \ F
=496.7 /' LOT
LOT \ E� ' - - - - A\q
9 \ OR Ag PRESERVED STEEP /
�- 9 S `, SLOPES VERIFIED WITH
/ \ LOT _ - \ 5Qp \ l )�Q FIELD SURVEY /
\ ! 49
PROPOSED 28" YARD GP `q,� R ' • ,� ;
C 9 DRAIN INLET, TYP. \\ 30 / \ " Y` \ - PROJECT / \
BOUNDARY, ($5
SP PE oo \\ LOT' \ / A �495 DO \V \ \ /; TYP. 5�aa
r G \ z
-ASING\� LOT
. \ f
4\11
ow=494.67 \\ �/ + 4 o w
.�' '/
GAR 25 10X1+U0 g P.' , , /��_ioo'W/ % . O
FFE=495. Bu6FER,P,. ,/ ` w
LOT 1 11+op , • �w / �f✓
•ram' ',•'•.•>•
12Ole COUNTYDEFINED ,'• ' ','• �, \`7
,I \ _ ; �� •� .; i' PRESERVED STEEP '
/ SLOPES % 4 ' W
Gl�R=492. 1 — r .j A a
2 0
I 3 D f 49
E o
LO
13
.., ' ..
l
3 4cj3 90✓ ✓
4 fir/ % . 7 .. • ' ^ •�a ,y, / .�\•''' ' '� , '• ' ' '
W,49g.
W ' — �—FFE 9 OT \ 1 LOT 1 FF ,j,%.
_ _ \ 1 2 1 GAR 494.50 aSM \ / .'
(,/) _ 'i , 1 , -"- J I FFE= -- PROPOSED RETAINING •''•
W 1 GAR 492.1 p I -49 / \ \ - 1 F gSMT %6 / LOT WALL, MAX. WALL HEIGHT /. ;St 4 <i �• ',
LL) ' I FFE 49.O ,ijS I 3 \ I J 1 _ 1 ! - 3 / 4 ABOVE FINISHED GRADE 6 '' ' •' ,
r
V1 \ 1 [SOTIL
� - N" :••',' ', �r
L.0 ' I s / (ASPENIry
z
a
15+00
— — — - - -- \ 16+00 11 �40 I --I
T \
— _-- I 4+00 J r1
1 F
O
LOT
.
LOT 54 — PROPoseD B I
CLEANOUT, TYPI I / .�, ' •+ - •�' ',`,; / N
GAR=491.67 bg
�5 W N Z
LOT 55 PROPOSED 8" HDPE ROOF/ �' / _ n % > ~( a
GAR 491.E n FOUNDATION DRAIN SYSTE ,' T / a : �' NC
FFE-4'91.67 1 OhEW2o' PRIVATE DRAINAGE 'z= - //7- ':'•',' • �` J' - AY-. W
a '� PRICE B EASEMENT - - / - -':' ��:" r•
LF�T 56 .. / 1
BAR 492.3 ;I ➢A \ \ r s ' ' \' /' ' v W Q
3 FF
_ y
!•
E— 92.33 . ,
_ . f
LO couNTv + - LOT % %, • ti '',
1 . I, \ •:' MANAGED STEEP GqR 26 OPEN • ♦
GAR 492.3 I ,j 1 SLOPES, TYP. / l FF��4g / PACE
3 FFE-492.3 I I;, f / 4g s�
LOT58 1 -PROPOSEDPUBLIC
/ W '
GAR=493.00$ 1' DRAINAGE
3 �
3
I I' EASEMENT TYP. \
FFE-493.0 � � —
RIPRAP LINED
LO I / \ \ / / 7 % % OUT ALLDTO EXTEND TO
GAR= 99.00 I 1 X LOT \ STREAM's BANK �• : J
/ \ A 6 B� PROPOSED SWM FACILITY&
MAINTENANCE EASEMENT ''� • ' �' • '' 9
•I,
LOT
"• w w w ' 6LOT c /
s /
p cc
\ I I' ' 'MON
AR 4J900 .00 \ ` \
rE=499.58 = 9 \ \ oa%� / p1
MT=489Ln
.75" FFE=4 6.00 ■
\ �i�
LOT dR� 1n N � N N \ / /
29 LOT N. N N N "SLOT ro r' LOT \ \
3 0 ° LOT o40o LOT ro v c \ �� '
z8 rn a LOT ro 22 dr /
LOT
Ot � 2 II Al -._
3 I
2
24 k iI s a3:-
u 5 li W , • i
� •I w IItt 26 -
ASPEN 2 W Q li
L� L� Ci' / .�..
ASPEN C9 ///.•
L` W a UNITS :UNITS ' • /
------`fGU 2UNR5 2UNIT5 _ ''�, •/ '1''•'.r' •1: ',
2UN17 aUNITS / /. y PROPOSED SWM ,,'• .',•• '1" /
FACILITY • O, / I / / //. %;
30
o_Z
4Ba. PROPOSED 8" HDPE ROOF( '
10f1 BENEATHPR ,IATEACCES�S _ FOUNDATION DRAIN SYSTEMr,S_mn ` , �'• '
- - /
CTION- - - - -
�20AD1ANNE �
- - -�� LOCATED WITHIN PRJVATE T-P axt�''
— DRAINAGE EASEMENT ''I:CONC.
GRAPHIC SCALE
0 15 30 60
( IN FEET )
1 inch = 30 ft.
U� � z
06
z06
Q z
W �(D
Wu t z
w � �
Q
U
w Q
J w z
CG
J Q
o LL
ON W
I-(
uJ
w
w
d (D U)
JOB NO.
202194
SCALE
120
SHEET NO.
9
PROPOSED RETAINING
WALL, MAX. WALL HEIGH-T-___.
ABOVE FINISHED GRADE=
T.M.91-12A
CLAUDE S.SHELHORSE,JR. & VIRGINIA THOMAS
SHELHORSE
D.B.1049-86
D.B.521-523 PLAT
D.B.337-255 PLAT
T.M.91-11
SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA
D.B. 5258-620
D.B.1979-46 & 47 PLAT
Lic. No. 035791,a
L 7/5/21
1
N 494.67
FFE=
\ a GAR=495.25
I
J
I LOT I
11 12 '
o
LU
U
II GF_493.2P Z o a
I LOB o w
1 13 1�1 u
Flo w
ui
IGAR=�49
FFE''a 49
LOT
0 14
z
Q -
PROPOSED RETAINING
WALL, MAX. WALL HEIGHT
\ ABOVE FINISHED GRADE-6-l_ 19+07' 0 - _ - - - - --- --- J
�PROPOSED is"HDPE YARD - J -
DRAIN SYSTEM w/ id - - - - -
NE �I
-- - PRIVATE DRAINAGE -
EASEMENT, TYP. _ -- -
_ _ of (F All LA - 1 O
- SLOPES STEEPER THAN 311 SHALL BE PLANTED - r n 1 n
_ _ - - - t _ WITH NATIVE STEEP SLOPE MIX WITH ANNUAL / v ~L~ - -- PROPOSED 8" I- 4
(� RYEGRASS BY ERNST CONSERVATION SEEDS - LOT S4 CLEANOUT, TYP.
_ --- _�___ AT A RATE OF 6o LBS. PER ACRE, OR i LB PER GAR-491.67 a 1 �•
- � - ` ,00 SF,LINLESS SPECIFIED OTHERWISE (TYPJ - - / / / OPE F =4 1 1 M \
-- / I ((' SPACE A L
A N �J I r - -> �' -- - - I (• t ' • GAR�155
1.E • FOUNDATION DRAIN SYSTE- NT.M.91-13 PRo�ECT • ' • ' FFE491.67 OPEK-IdPRIVATE DRAINAGE
COUNTY SCHOOL BOARD OF -O I 1 _LOT �_ - - - Wq�� TYP 9 PACE g EASEMENT m
�-
ALBEMARLE COUNTY, VIRGINIA 41 Z ASPEN I-_ -�- -_ , LOT56
D.B.1033-313 r - - J L
D.B.1033-313 GAR= .00 1 I GAR= 24.00 1 I _ GAR 492.3
- - - - - - - - _ -- PROPOSED x8"YARD i 3 FFE= 9 .33 11
D.8.619-368 PLAT FFE= 27.T6, I F�E= 16 LOT -�- �- -- - DRAIN INLET, TYP. REDWO )REDWOOD /I - - I 1 1 COUNTY Q
I-----
_ _ - - REDWOOlL - - REDWOOD, L _ LO 57 1 MANAGED
- - \ - - - - - - - - -_ - - /- - - - - , REDWOOD GAR-492.3 I , j �1 SLOPES, N Q z
GAR 524.00 ASP L - - I- L - L - - ASPEN ASPEN FFE=49Z.3 •I 1
I 1 ASPEN
�3�4.58 ( ASPEN / 1
/ 1 / LOT 58 I 1 1 PROPOSED PUB J
/ 1 1 1 tiLOT LOT - LOT; 1 LdT / LOT I LOT 1j ,COT i 1 LOT GAR=4'93.00, DRAINAGE � 1 d
LOT 1 LOT O 1/ 2 1 EASEMENT, TY
\- 47 4g 49 5 5 I 5 1 FFE=493.00d
s 44 45 - l I -1 53 W
\ GAR= 21.00 1 1 GAR=510.25 I(IAR 7.90 I GAR= GAR' 03.00 GAR= I AR_- 99:b0 I I I LOT � i" � � J
5 GAR-5 7.00 GAR= 13. 3 I I /� GAR=�}97.00
- \ FFE=S 2.16 FF - '83 =5 16 I = 06.41 FFE= 04.74 - = 02.74 FFE= ,0b.74 I / GAR= 93.00 1 1 , LLB Q
FFE=5 1§= FF 514. I -- I -- �- - - -- -1 I -- - -1 -- - -J FFE= v
v / / 06 ce-
w�
23+06
w - /- , w w w w _ '�-F-e�w w w w w w - -- w µ06
• •: ,�/
w }�-w _ vw w we - - - - �� - I w w
w h Z
- � w w '
I GAR= 83 GAR=505-33 GAR=5 1)0 GAR= Ob GAR=4 00 , ; \\ J
3 - I LLa Q
-- �G�R= 75 GAR=5 .33 GAR- 00 ; GAR= 50 1 FFE=5 9.83 FFE 6.33 FFE=505.91 FFE=5 S.58 EFE= 1 58
II = - = 7. FFE-5h T- 96.50 - MT= 91.75 = FFE-4 6.00 3
.91 FFE 5 BS FE I
GAR=5 .00 FFE-5 � T= 00.00 MT=496.08 BSMT- 93.75 I _ B�MT- 89.7 F"
FFE=5 OQ 1=523.83 1 BSMT= 513.5 BSMT= 11.08 BSMT- 07.75 BSMT=503.67 BSM LOT L T BS LOT LOT LOT LOT 1 488_ 1 �, n N U) N N `f ~
I II BSMT= 6.1i% BS T=514_Q0 i L_OT I 1 LOT / LOT 34 1 �3 I I 32 1 31 3o I �9 OT 1 3 N N o c LOT SLOT � roLOT a^�o LOT z
O LOT 38___1
- 37 _ / 3 I 35 o I / 1 _ I - 2 1 m rn LOT W
II - - l \ SLOT m z 11 II �3 u
/ I \ \ ASP ASP / / ASPEN . I ENS ASPEN ASPEN ASPEN) -.J -_-�4 - ASPEN) I I (I p 26 I I �5 II 4 W elf w
- / / I - -- I ASPEN ASPEN
4 I 39 I 1- / r-- r-- -1- r--J 1- - I I �w �7 w L a� <�
- J I- - J I J -"-- lug --- 1--- - --- ASPEN Q11. L�
L I_ I L - J .• (� w w 4- W 1UNRS xUNITS.
ASP 1'J - - - 7 - . - - j ^ -/ \ - - - .- - x UNITS x UNITS J
UNITS
Lu
- MN. S5. �- ; -0ROPOSED 8' HDPE ROO
S. ion ion 10(1 BENEA`THPRIVATE ACCESS - .48& io) - - `_,.I_ FOUNDATION DRAIN5YST
Rnen rONNFCTION_ - ODCATEDWITHIN PRI U J
1.34 ( 490- _DRAINAGE EASEMENT ^ < Li
\ <.J
A/ON P PE TIES,LLC 1 _ _
OFjEN\ RAFS�E IVIAVINITY / 1 \I� �� -1- _ _ _-_ _ - -_ __ _ - - - - - - 49 - - __ a n
I B. 67 WO r I A /INITY ESTATES,LLC i - _ �- i y IF M -M M _ _M -7V1 _ iva�� M M M M_ M N
P JOB NO.
M �- M
D.B 124-678-A PLAT -
D.B.48 228 LA,T ��`_ �� D B.4990-174 _ -- - _ ` i �� N / _ _ - _ _ = T-- - -� - - - - �- GRAPHIC Svl� _ _ _ _ 0219
_
_ -- -
1 \ \ �- - _� B.4894-228 PLAT .. _ y'/_ - ! ' - T.M.H1 16D �J ao o is ao eo ��� SCALE
51 58-3 T"_ / ' o°s \ _ ii _ _ 30,
B �',I = - - - �OT_VI D B.325577-702III>aG LC = TS S L
� - _ L��f __ � ,- _ __ _ ` � _ ( IN FEET) SHEET NO.
n D.B.3480-44-& 45.�LAT
-G \ oos� 1 inch = 30 ft. 10
4" COMPACTED
EARTH SUBGRADE
2"" STONE DUST
5'
� 1
CLASS B - TYPE 1 LOW -MAINTENANCE
PEDESTRIAN PA THWA Y DETAIL
NO SCALE
CLTNLTRAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. 7HE
CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE
START OF CONS7RUC7ION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE 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.
lF A SUBGRADE SOiL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY 7HE
DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
A SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN 7HE PUBLIC RIGHT-OF-WAY OR W17HIN EASEMENTS
PRIOR TO ACCEPTANCE BY 7HE COUNTY. ALL DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR
A NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD
VERIFIED AT 774E TIME OF CONSTRUCTION. ADD17701VAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, iN 774E
OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, 1T IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE
INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER
MD774S SHALL BE INCREASED TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY EN7RANCES SHALL CONFORM TO WOT CC-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 7HE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL
PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO F7NAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR
7741S PROJECT EXPIRE PRiOR TO SIGNING AND RECORDATION, 774EN APPROVAL OF THESE PLANS SHALL BE NULL AND VOiD.
9. ALL SIGNS OR 07HER REGULATORY DEVICES SHALL CONFORM WITH 7HE VIRGINIA MANUAL FOR UNIFORM 7RAFFIC CONTROL
DEVICES AND 7HE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
10. TRAFF7C CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY 7HE DEVELOPER WHEN, iN 7HE
OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND
CONVENIENT ACCESS.
11.THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT
FOR PUBLIC ROADS
12.VDOT STANDARD CD-1 OR CO-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND
FILL 7RANSi7IONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION 1S REQUIRED FOR ALL STORM SEWERS AND CULVERTS 7HAT ARE DEEMED INACCESSIBLE TO WOT
OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH WOT'S VIDEO CAMERA
INSPECTION PROCEDURE AND WiTH A VOOT OR COUNTY INSPECTOR PRESENT.
NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND
ROAD NOTES' SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION.
M
CG-12 T O ARA r T F CG-R T P r CO-4
GRY/DINC MOR MIPWO 3 CWB P° CONSIST Or E g10WNp NO E'COYPWCN 5 OF CURB PAY 5 CIX65 OF THE AREA
IN P
NURB WHEN
CEMENT SDEWkN IOEPTN M INUE AREA N SOUfE TMpn NYpR.WUG CEMENT SiIEN/UL IOFPTN N UNCLES IDEA N SOIIIAE YIR]51 V `
1. 7HE LATEST EDITION OF THE ROAD Ec BRIDGE SPECIFICATIONS, THE ROAD I!r BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT aAm WHEN MCCURED IM-2 M CG-D M LINE FEET) CUR WHEN REWIRED (CG-2 M CG-3 IN LINEAR FEET)
GENERAL NOTES DETECTABLE WARNNG SURFACE MEN N SQUARE VARES) GENERAL NOTES' DE,ECIIAELE WARNING SURFACE (AEA N SDIURE TARGET N
OF 7RANSPORTA77ON SPECIFICATIONS SHALL GOVERN 774E MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 1. THE DETECTABLE WANING SNALL BE REGARDED By TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 5 A XPAIU,E PAY ITEM RID SHOULD 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES EACH Or THE ABOVE ITEMS S A SEPARATE PAY ITEM AND SHOULD NOTES:
SE SLMR12ED FM EACH CURB CUT 1NIMKPP BE SUMMARIZED FOR EACH CURB CUT AMR. y
2. WHERE UNSUITABLE MATERIAL IS ENCOUNiEREO IN 774E ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF x. DEIECTRu WAVING 91YLL BE FROM LMC MATERIALS MPROVFD LOT FOR 2. DETECTABLE MNMIG SH L RE FROM (MATERIALS APPROVED LOT FDR V
DETECTABLE WRMMG 51F/QS. PRODUCTS NOT [Sim SMALL MEET SOEWKN RMP 12'1 MAX DCTECTABLE MNBNG SUACES. PROUKTS NDT L51ED SHILL MEET SIDEwKN gAyp Y2H YM
WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 70P OF 4" THE REWREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE B:1 MAX THE REGUNEMENTS Of THE SPECIAL PROVISIN FOR CO-12 DETECTABLE •B:1 MAX L TRa Era WY BE PRECAST a CAST N PLR[. My
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND CURB SPECIALG oc� SECTORFORB�soV� SUBMITTED To T1c s,AnRos MID WARNING DESIGN
SO %C �l FORHA.L �ROVAL. f0 ,o THE sTROROs MO Z WMgEIE ,0 BE CLASS AS F CAST N PEACE.
v
•OW PSI ■ RECAST.
3. AOPINS SEES OF CUR RAP MAY BE FIGURED ApIBLITHCALIT WITH RM A' S. SLOPING SUES OF CIXR RAP MAY BE PCXED AATNORHCILLT WIN RAMP A
VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD 1N7ERSECTIONS SHALL BE REMOVED. R FLOM OR BY LONG PUe6�LE CONSTRUCTION JGNr WIN REOWm BARS. FLOOR OR BY LgNG PERMISSIBLE CONSTRUCTION JENNY WITH REQUIRED) BARS. a. COMBINATION CURS a GUTTER HAVING ARApb I
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE t2'
A. F RAP FLUOR 5 WASH HOLE] MST E GR"No FM DOWEL BARS SO •. ♦ RM FLOOR S PMCASI. HOLES Mbr a PROVOm F N WWCL Bws O 6 OF S°°FEET OP LESS G OO FACE a C RN
THAT R.DNNG FLARED ODES CM BE CRT N PLACE AFFM RITEYEM OF ACTIFTHAT ADJOINING FLMLEU DOES CAN BE CRT N PLACE AFTER PLACEMENT Oi R:1 MAX SNARL B[ HID rM R IIIBIL CO BINATION
SUBGRADE. 1"%1'��PRECAST RAW FLOOR. RECAST CONCRETE SWILL BE CLASS A -a. PRECAST RAMP FLOOL PRECAST CONCRETE SHALL BE CLASS A-•. CUM L SURER'N5. PEOURCO BARES ARE 10 BE N0. ] X a- RMEp TCENTER TO LEl1TCR KING TYPE A °. R[OURCD BIOS ME TO BE N0.5 k e" FILMED 1'GENTER TO CENTER KONC TYPE A 4. FOR WE MYTH sT/BF�ED OFEM-OARED ORAIAGE13` WIN SIDES O TIE RM FLOW, M0-LEPIII OF RM FLOOR. Y W PERPENDICULAR BOTH SIRES OF TMF RMP FLOOR, ND-OFITI OF RAP FLOOR. MIMAI PERPENDICULAR LAYER. TK BOTTOM fa THE CURB L GUTTER
DRAINAC�' 7" CONCRE COVER }A'. CONCRETE COVER 1/r'. aY 1 E CONSTIUC [0 PMEWLL. TO TIRE
AOK
OF PAVEMENT.
WIRSF9 Kp TO TIE ROf N
G. CUR / CURB AND GUTTER SLOPE TRARIRRMS AELACENT TO CURB RAPS 6. CURB I CURB AND CUTTER SLOPE TiASIINTNI ADJI�NT 70 CURL RAMPS THE PAVFIEIIT.
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WiTH A MINIMUM COVER OF ONE (1) FOOT- ARE INYYUOEO Al PAYMENT FOR CURB I C1uR AND GUTTER. &IowaNN 5'm ARE INCLUDED N PAYMENT FOR CRAB I CURB MID GUTTER. NAS IT 5 MN a. & GINN LE CRITERIA FOR THE USE OF me N
). CURB RAMPS ME TO BE LOCATED R SHOWN ON THE PLAINS OR AS DIRECTED 121 7. CURB RAMPS RE TO WE LOCATED AS 5HgWN ON THE PLANS OR Aa NR GFD 21 5 BASED W ROADWAY CLASSIFICATION MO
2. STANDARD UNDERDRA/NS (CD-1 OR CD-2 OR UD-4 S) TO BE PROVIDED AS INDICATED ON THE PLANS OR WHERE FIELD c c s BY THE ENGINEER, THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER IA -� C BY THE ENGINEER. THEY' ARE TO BE PROVIDED AT NIERSECrONS W EPEVER z 1 Y =-r C DFSRH SIRED AS WAY C N APPENDIX A of
4 A S. M ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FA0.nr A' R ACCESBBLE MOVIE MINK THE FRI O WAY OF A HIGHWAY FACILE' A' r A THE ROAD DESIGN MANUAL N TIE SECTION
CONDITIONS INDICATE. MIFI CROSSES A C RB REGARDLESS OF WHETHER SIDEWALK S EXISTING PROPOSED. CROSSES A CUR ECARGUE55 O WHETHER 40EWALN 5 EXISTING. FIROPOS U. IN M URaMI STANDARDS.
'Ya l d 1 -f: i� NJ / OR NONE)STENI. THEY MOST K LOCATED WITHIN PEDESTRIAN CTMESWALNS OR NOEXSTCNT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CRODAIIKNS
3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF R SHOWN DN PLANS OR AS DIRECTED BY THE aGIIEER.MD SHOULD HOT TYPE 8 AS SAWN W PLANS OR AS DIRECTED BY THE ENGKER, AND SHOULD NOT TYPE B >
BE LOCATED BEHIND VEHICLE STOP LffS. EXSTNG LIGHT POLES,FRE BE LOWTm BEHNO YEIYCLE STOP LEE$ EXStNG UO1T PoLES, FIRE
FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE NTH THE VIRGINIA DEPARTMENT OF 7RANSPORTAION - 1' 6" 2' HYWNI, S. DROP INLETS. ETC. M;CESWLE ROUTES PRORCE A CONTINLRUS PARALLEL HYDRANTS. DROP INLETS, ETC. ACOs4ELE RGUTCS R10VIIE A caxrYwus PARALLEL D
STANDA - STONE BASE UNOR DER CURB k cas'S E'E"twOrls of, A'F�Y, THAT RESISTANTPATH
APPROACHED EENNTEKo Z7� Ili KCE54%ETERBNTS OF F�YPTHATbCAN BE APPROACHED.. EENi TIA1D „ k C'ati •i Itp'• r in k„ Xe W
ALL
SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. RD CG V MD USED BY PLOSrR Mb . a90M ,VR USED BY PEOES R ANs
nA 1 l
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 774E SATISFACTION OF 7HE ENGINEER. DRAINAGE EASEMENTS CHECKED BY VDOT PRIOR TO A. RAMPS MAY BE PLACED W RADIAL OR TRACI SECTIONS PRDVICED THAT e, JEAN S MAY BE FLARED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT N y' I PIT
SHALL EXTEND TO A POINT DEEMED AS NA7URAL WATER COURSE CURB & GUTTER THE CURB OPENING IS PLACED WITHIN THE LIARS OF THE CROSSWALK AHO 2-1 Mom_ INE CURB OPENING 5 PLA® WITHIN THE LYTS OF THE CROSSWALK AM
L9
PAVING AND/OR BACKFlLUNC. THAT THE SLOPE AT THE CONNECTION OF THE CRAB OPENING IS TH C\Vi THAT THE SLOPE AT ,HE CONNECTION of THE ONB OPENING s T 121 Al \4- F • p p p • D.
p
NO SCALE PERPENDICULAR TO M CURD. S•Nw\S- XX XTAf PCRPEH MAR TOM CURS. a YON X X 1(IL
P.�Y�'J!�'/VT B. TYPICAL CONCRETE SIDEWALK 15 A" THCL WHEAT THE ENTRANCE RMECNNOT e. IYPCK COMCIER SIDEWAN 5 A•' IH[M, WHEN THE EITRAICE RRICMNOT
ACCOMMODATE THE TURNING RECR EMEN,S OF ANTICIPATED HEAVY TNIOI MCOMODATE THE ?OWNING RECAMENENTS OF ANTICIPATED HEAVY TRUCH
TRAFFIC, RTER TO STANDARD CG-13. COM ACK ENTRANCE (HEAVY •BRA TRAFFIC. MIER TO STANDARD CG-13. CO•EHCIK ENTRANCE (HEAVY A' W
IRUCF TRAFFIC)FOR CONOEIE OFIM AT x' HIGHER iXM TRUCK TRAFFR) FOR CONCRETE DEPTH. Aiy' ]' XIGHER TXNN
1. AN ACTUAL COPY OF 7HE CBR REPORT IS TO BE SUBMITTED PRiOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. C EJ OF PAVEMENT C EUCE OF PAVEMENT D D p D w AT XX SANE AS FOP OF CURB AT XX SAW AS TOP OF CURB R. WHEN CUBS RAMPS ARE USED N CONARACTHON WRAF A SHARED USE PATH q WHEN CURB AMP° ARE USED N cONJUNCTRN wrtH A SHANEp USE PATH
IF 7HE SSV VALUES ARE LESS THAN 10 THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE _--------
LIaA THE MN11R WIDTH DAKL BE THE MOTH OF THE SHARED VSE vA1H. THE YIMIY WIDTH SMALL BE THE wIOTH OF THE SHARED USE PATH Hr�A
PROPOSED METHOD OF CORRECTION. N WHEN oRr OE CURB RM 15 PROVIDEIT FOR TWO CROSSINGS IdRONALI. TYPE C M. WHEN ONLY ONE CURS, RM S PROWDED FOR TWO, CROSSINGS IOAGoRKT, TYPE C - M wr a THE aw AMR `
2. SUBGRADE MUST BE APPROVED BY 7HE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. (5' MIN.) A a , A LRRSSING AREA DULL BE PROVIDED INTO TO YMEUVER A WHEELCHAIRAT.I' PARALLEL i PERPENDICULAR IN a'a HE CROSS PLEA SHALL Bf CONIC
INTO TO MIAL,IVEn A WIEROW- PARALLEL 4 PERPENDICULAR LL(
INTO THE CPOSSMALM M,HIDUI GOING INTO THE TRAVELMAY. THIS N'X A' INTO THE CRWSWALN MEAL. CONIC INTO THE AEUNAWAY. INS N'X A' P 2'-0'• OITr1Q MAY SE CONnMCTm
A Y T GUTTER PM. Y T PARALIM TO THE SLOPE OF
LNNGCA ARE ER INCLUDE RA HE NT E ALL CAS AREA IM INCLUDE THE BITTER PAL
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, L AIL CARES WHERE CAD ARP° INTERSECT CONNECTIONS
A RAOK SECTION a 1RUNCATE0 OaME V M. ALL CASES TRICK S OR RAMPS INTERSECT A RADIAL SECTION LE 1B NCA,EO DOLE n aiAiE mURRf ANGVIDED A O
^La• c-C M4.0.00
c-C a MAIN KPM OF P*AM Ai ENIR GE S OR STREET FACTOR 1 RA 1HE R E FIELE O ORB Ai LIRFAC ICES LL STM.FT FACTORYPA TIE R ECTIi[ - OHS AEA YAY BE THE CONT S YMITABEO.
q, OR 1p PR10R TO PLACING AGGREGATE BASF 4" CONC. wAaER DarW SHA L MVE A HMTMY Rldb M FELp o 0 o D WRBRIE SR AO SHIu wVE A FACTORY PADLRE M BE FOLD 0 0 0 ID 0 AT E OP O O THE CON RMTM•IROSR AB CURB. OD Br THE YNMfMTURER TO W1CH -HOOFED AB CURB. ED BY THE YWFMIUER TO WTCN
4. 774E REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN 774E !VENT THAT THE SURFACE COURSE lS BEGINNING E aAFx a< aRM. - ♦ o000 0 0 0 0 0 0 0 - E BACK or 0R6. 0 0 0 0 0 0 0 0AT THE COMPLETION OF 774E INSTALLATION OF TH£ AGGREGATE BASE. 1N 774E EVENT THAT 774E SURFACE COURSE IS APPLIED 3000 psi MIN. ,}� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PRIOR TO 60 DAYS, 774E PUGMILL REQUIREMENT WILL APPLY, LADING RM /1 LV, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T' q
0 0 0 0 0 0 0 0 0 o 5. THE USE OF AN AGGREGATE SPREADER iS REQUIRED WHEN PLACING AGGREGATE BASE. t`t}j7f 7o00000000000000 �`Cj}J/ j ry 0 0 0 0 0 0 0 0 0 0`''- o00000000000000 00000000006. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. _t o 0 0 0 000 00 00 00 o 0 o 0 o O o 0 0 0 (�7. PRIME COAT MUST BE APPLIED TO BASE MA IERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL./S0. - ' 0 0 0 0 0 0 0 0 0 o DI TERTN 0 0 0 0 0 0 0 0 0 0
1�77OTECTABIE NMIIIR OEIECTABLIE WARNI
YD.). 4" 21-A STONE BASE AT eAC or aXM I -VARIABLE FUEL BOTH OF RMEROOK _I AT BARN OF GLA -14- VARIABLE FULL WOTH OF RAW ROM -I � H
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE W17H CURRENT VIRGINIA DEPARTMENT OF 7RANSPORTATION SEE MmE a. P Ag DIAMnER PAY Yrs SEE NOTE
1z. gMFTEP PAY uMTs
SPECIFICATIONS CONCRETE SIDEWALK INSTALLED ON A RADIUS TRUNCATED DOME DETECTABLE WARNING TRUNCATED DOME
DETECTABLE WARNING DETECTABLE WARNING
NO SCALE DETAIL INSTALLED ON A RADIUS DETAIL DETAIL W
9. ENCROACHMENT. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS wppT SPECIICAUON V00T SYEDEGATIDN-CRICATIW
CAPACITY OR TRAFFIC SAFE TY, SHALL NOT BE PERM!TIED WITHIN THE RIGHT OF WAY, ONLY 7HOSE S7RUCTURES CG-12 DETECTABLE WARNING SURFACE REFERENCE CG-12 DETECTABLE WARNING SURFACE REFERENE REFERENCE T
SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGiNIA DEPARTMENT OF TRANSPORTA 77ON MAY BE LOCATED WITHIN THE ROR AND BXDCE srMRMRs RaR AND RIDGE STANDARDS COMBINATION 6 CURB AND GUTTER Ran MID a IDS sTRORNGs
1p SEET IOF ] REVISION DATE (GENERAL NOTES) 100 BEET IOF 5 REVISION DATE (GENERAL NOTES) f03 RS REVMNGN DATE SHEET 1 OF I
ST TREE IS RIGHT OF WAY. 07/15 VRGNu DEFR-NENT r -RAN$ CR-ATION W2 02I5 VIRGINIA DEPRTWNT OF TRMBN]IRTATkN ]D: 50x VIRGINIA DEPARTMENT O TRMSPORIA'IW
x03.0a w3.m za,.w
CO-b r WIDTH OF CO-B GR-L 2A C40
A
gONmNrdrawIL�JL�JLwHuE
TRIP GENERATION MAP
SCALE = 1"=150'
L
,Is
I L /
)A J,
II 'I I
Lic. No. 03579112a
L 7/5/21
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 7RANSPORTAT70N (VDOT). 71 PLAN AS
DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS
OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR 7HE
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL
CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
VOOT UNLESS OTHERWISE NOTED.
J. EROSION AND SILTATION CONTROL MEASURES SHALL BE
PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CON7ROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY
CLEARING, GRADING OR 07HER 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 J. i 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 III.
9. ALL EXCAVATION FOR UNDERGROUND PiPE INSTALLATION
MUST COMPLY W7774 OSHA STANDARDS FOR 774E
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
^ I
H
I WIDTH OF argMCE
y
OpA'VE4,
'APHI
O
EIPMDON .RIrt
oT
�
iQ
EXISTING
M PROPOSED
¢ f?
3'CCWKR
OR SOfWkN SPACE �Y
E
/
MB NCLUfEO N
C %PMSRN .IOINI /\
a1RMICL GUTTER
W
RDY LINE
u
ENTRANCE worth
OESIRAAE YMIW Y'
a EIPANSXN JOINT
ABSOLUTE AINAAN 12'
[dX OF PAVEHFRT
A-'*j
GUTRR
nALr rLwv
NORMAL
Rf
RADIAL
STANDARD.
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 A PAVING COURSE AS SOON AS POSSIBLE.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON
COMPLETION AS PART OF THE FINAL INSPECTION.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A 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.
eII I
iz
BEVELED UNITS rM1YnINUN
rXrYMIGrMrArxlTN ULAIA 1:N%NT
NW ITN 1N2RAYUS1% THr L0%1111 FACE
HIT MINIML, I-
AncIRr- Diamorull
X REINFORCEMENT CONNECTION
WX /NERTOSCALEI •�•.��•'�•���
I
I
JRLUNFUNCIEMEINTLIENOrl
------- I
IINVI
I
EMDRAIN TH r1[rrVATNm N ARTIST 1
\rMIMMI:H CDNr 11.0
CRANIIIAI11FY UI,AU
R--VUTIII1.11. WIVI:
UPVI11 FAIL CR AVATIM.
L-IT 'NIi THAW VII.I.nIET., RHINHATTI..
.1 • L I I
Wa
�� ATRhorl- Diamond[
/ X \I:I EXCAVATION OVERSIZING
WX /IWALL
10 El
AnchprTM Diallwnd`
X TYPICAL BASE PREPARATION
V/2C ,NOT T09CALEI •.�.�•�••","�'
I
I
I
I
o
H 1 ,
J
i �0
/
TRIP GENERATION BASED ON ATE TRIP GENERATION MANUAL (ioTH EDITION)
43 SINGLE FAMILY DETACHED UNITS (CODE zio)
16 SINGLE FAMILY ATTACHED &TOWNHOUSE UNITS (CODE zzo)
ADT: 523 VPD (261 ENTER/ 262 EXIT)
AM PEAK: 39 VPH (so ENTER/ zg EXIT)
PM PEAK: 52 VPH (32 ENTER/ zo EXIT)
Pavement Design
RF= 1.0
Location
ADT
HCV
DesigEe
ADT
CBR
SSV
Dr
Surface h a
Base b a
Sub -base h a
Dp
Road A
523
2
543
4
4
12.63
SM-9.5
2
2.25
BM-25
4
2.25
21 A
4
0.(i
15.90
RoadB
104
2
124
4
4
7.49
SM-9.5
I.5
2.25
BM-25
3
2.25
21A
4
0.6
12.53
RoadC
419
2
439
4
4
11.59
SM-9.5
I.5
2.25
BM-25
3
2.25
21A
4
0.(i
12.53
- X 27i•'4" MIN - 28Y4" MAX RAIL HEIGHT I I jL.[L]�
LYTS O PEOESTMM _ _ _ _1B- WHs OF PCOESIRIM NOTES: � Al u STREET APPMOAGN sNE sLRfMNc GENERAL NOTES
M A RGUTE ® ■ ACCESS ROUTE IRRUS i0 BE AS AS YNNJHE ROADWAY (SEE NOTE aH
UAPAVED $PARE - A WPgYEO SPACE 1. TIeS REIN WY BE PMCASr M CASi M PI -ACE. SHOWN OX 0.AV51 DDO C CCO-Wa VS4D FOR STREET CONIECfRNS. TE
1 COXC TF TO SE CLASS ASf OAST N RALE, 6'-].' B'-}• D-I'A' ].-}A" a'-lYf ]•-}A' - - - - - -I✓1 MUST WE OSMNm IN ACCdOM WHIN
a000'iia r PRECAST.THE
� wOTn DISTANCE RCOUFESENTS. a'
Y O i VD T ROR OESFUI YAILIL.IAFiIdC >rM
1 CIIM EVENING A RAGS a 300 FEET M LESS CURB AM GUTTER IPIWs TD fE AS E
C0191ATRX SHORN ON PLANS)
IILOIR FILL O GYMI wu x PAID FOE R CO-e, USE NOTE )N
1. WHEN THElrr E ENTRANCE R/O CANNOT ACCOMMODATE THE
W. TK OEPTN�O NRB MAY BE REDUCED AS MUCH N � TLWMER IEpUElYC1S O MCfIOPArm IEAvr rI1l1Of
NNN H SMEWKN � IYR1M +1E LYr3 OFTHERIOT BLSLD BE 'EMS �
AS T IS" DmTMM IIOEASEO 6IIIICN AS N.�.►.� ISEf NOTE 21 I UPIIOMK a• NCTASFD TO T. L-•
T A �'p� W�"'LL OONCn�E Wlnf'"NTTTC TOmPr� A J. ROW LIE
L u1rs a DE y.' 6 � W
PURE cfss flOUTE I I I I I I - - - ]. WHEN IISm N rnLaRRTNGx WITH STNRNNG CG-3
COURSE OF THE PAVEMENT 9UBSTPIICTIRE N.' � R.' ORCO.7 M CUM FACE ON THIS STANDARD S TO
OTXpEIyE 174E DEPM S TO BE WE'AB SIOYIAL
NO gWSTEOCr IN THE PRIG ®5 TO BC YIOE.: FXP'NSpM ExvgNSTOI TO 1MTO1 TIC MOUNTABLE CURB
PEDESTRIAN ACCESS ROUTE DETAILS WITH L FOR A DECREASE OR AN INCREASE N DEPTH.I N; •►.; • s J J J J J J J J Jowr '6 JOINT
WITHOUT UPAVEO SPACE CG-2 S TO BE USED ON ROADWAYS MEETING MRAQ --- W. SEE STMOAFR W-a FOR GeM RM DESIGN TO SE
a. ,.A' • f, . NOTE: WIDTH'B" 2'-O. OR AS � YIRaNE ROAOIHAY USED WITH itN3
REOUER01T3 FM m-e As SHOWN Aly �.''F: • p GR-2 GIsHrnN 0H TYPICALsmml AJ
ADDITIONAL RIGHT-OF-WAYS Mc ED IF THE LY,s APPENDIX A OF THE VDOT ROR DESIGN NIMBIA r r B. OPTIONAL ROTRIE MAY REOME rARPRR Or A r h
OF PEDESTNAN MQ93 PQ1TE IRII EXTEND BETOIR "STAND1�-]• ORTIE SECTIDI ORR URBANSTANDARDS.;A. . f • , IB'-3- POST SPACING) IS' -}/a- POST SPACPgI PORTION OF GUTTER TO PIE0.LOE POOR OF WATER.
ORPROPOSGA VOOL RNM-OF W1 AS" _ H sy : e.� : e wz DYNAMIC oEFLEcrNN r MAX DYNAMIC BFFEFcrON - r PLAN VIEW
I I �•',;A-'. BAs ENTRANCE NOTES O
.. f f YAABE ROADWAY BLaPE a. PLANS ARE TO NGCAIE WHEN COrBrNR1HON O A nor
� PEDESTRIAN
PROVADEFACILITY THAT
� y .s. •s. I•AF N.' �► XY PARABOLIC CURVE LINE
� 5�� TO PIRVLE POSITIVE DRAINAGE /QIOS �I
PATH CONNECTING ALL MCSSBLE ELEMENTS Or A �J - f r GAME NE 9HOLDFM M Bi VAR.
USED B PEDESTRIANS
CM BE APPROACHED ENTERED AND . �.. a.'• A:. -.'A OPTRNK ROW LIE SLOPE OIRlfi m J. YOLK PAYBE T SYLL B COSTRUCTED TO M
USED BY n0E5TRIAN5. R/W LINE (EXCEPT AIRY' SWOIAO SIABLOAIMIN
r PLANS ■BABE NOTES? MAILIE IROACWAY --- ---- � Kim
FOR MAINLIME WHOA CAN K
W F PEDESTRIAN ACCESS MUTES ®ACNE BCNC eX YM. � D
FMpWDED.A MINIMUM •'TRAVERSABLE MOTH S GUANWK LOCATRH5 SHOWN W PLANS ARE APPROXIMATE SLOPE [NICE ���� S. RADIAL qRm OR COMBINATION CURB AND GUTTER
WTU ED WITH A MAN. 21 CAMS SLOPE. SECTION 8-8 ONLY AND CAN K ADJUSTED CRAG CONSTRUCTION I AIM
r D "MID FRO BE [OSTRLRTm ffT'GD rTE R/w IRE
R ODEcrzS OY THE CARD OL. dC@i FOR NEPIMiYM PLIsvAs.
MEN USED I- CONJUNCTION WITH sTHRRO ►: ' . OPTIONAL M-2A METHOD X (PIIpNAL M-xA METHOD
CC-] M CC-?, THE CURB FACE ON THIS T FOR DETAILS O POST RID BLOCNQUTS SEE BEET AR. W.M.
STANDARD i5 TO °E ADXSTED TO VATCN ='� ••L' WINO NESTED RAID IHIO RPTpNK x0'YIYN FOR B. THE OFSPAdE NR YAVAR ENTRMI6 ORIOE CHMIpE9
FOR DETALS OF RK ELEMENT RAL SPLICE JOINT AND NNL ON BARN O POST S•LN. COMMERCIAL ENTRANCE C ARE LISTED N THE ALLOWABLE ENTIIMCCE GRADE
iHE MOWTRLE CURB COEIOAAIIDN. ►.' ►. D.16ACE TABLE. THESE VALUES ME MOT ARLICABL TO STREET
PM y f ASSOCIATED HUApWNE SEE 51EET NDL SG.O Nd Sp1.02. .WHEN HESTEDRAa On RDITHGAk RAID B PLANED ON BACK Or POST L-E m CONSTRUCT GRADICNMI¢S WHIN A PARABGUIC CONE. OXEEDTIO6 RA ELEMENTS AFURNISHED SHOP CURVED FOR ARM FOR GRI THE POST SPACING WILL BE F-S•.
. i. 'FIN: ►: • ►
BETWEEN a FEET AND ISo REF. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES
T.
CONCURRENTLY
e•` d. -e. ^
n q• EOi LO pi CHANGE
I4 V
§ ��4gggOg4
q Y-4
Elr^eq
I
SECTION C•C
VTAGGREGATEBASE
GUASs N c.L) GCE.
TYPE HS12E 28
5 "p.
a'-0' A PgMr O GORE CHAIN:E
I I
12S IIRI. SLOPE
r wv5 DOTTER r
M CUED AND
E
' . i.
i z 12 ! MAAIIN INCREASE N SLOPE AT MINIMUM M. NTERVKS
f, -
I i
BUILT
MI
. •,•
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
RS
w:
SYSTEM)
STANDARD 6" CURB
vwwu OFPMie[M OF ,xMNs'MTATRN
KL wNMrIR N):) ]RNL eL ]L1
NOT KSEl IN VARIATION DE MORETEAMIj PER r00F
FROM VERTICAL. M-B[M. BLOIXOUtS. MD PW15 SHILL BE
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SECTION Spa O THE SPECIFICATIONS.
ALL
M-2 MR fA-24 RK A MAINTAINED AT A
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THE OPTMNk Gr-2A WLNDOS Or IEBTNG THE ARE OR 15F
Or AN ADDITIONAL RK ON THE LION M THE POST FOR
STANDARD M-2A SHALL BE APPROVED BY THE ENGINEER
PRIOR i0 INSTALLATION.
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REWOI DATE NEST 1 ff , SECT 1 O x REVISOR DATE STANDARD BLOSTROEI'EDC POST
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