HomeMy WebLinkAboutSUB202100116 Plat - Submittal (First) Preliminary Plat 2021-06-07OWNERS: TMP 07600-00-00-02400
STRIBLING HOLDINGS, LLC
PO BOX 1467
CHARLOTTESVILLE, VA 22902
DEVELOPER: RIVERBEND DEVELOPMENT, INC.
455 SECOND STREET SE, SUITE 201
CHARLOTTESVILLE, VA 22903
ENGINEER: COLLINS ENGINEERING
zoo GARRETT ST, SUITE K
CHARLOTTESVILLE, VA 22902
TAX MAP: o7600-00-00-02400
D.B. 3556, PG- 525
68.96 ACRES
ZONING: R-i RESIDENTIAL, BONUS LEVEL- CLUSTER DEVELOPMENT WITH
ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND
PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT.
PROPOSED USE: 73 TOTAL RESIDENTIAL SINGLE-FAMILY DETACHED DWELLING UNITS
DENSITY: ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT: 0.97 DU/AC
+1o00 BONUS DENSITY FOR SERVING ALL LOTS WITH AN INTERNAL ROAD SYSTEM TMF 9
MEDLIN, BURLEY M SR
TOTAL PROPOSED DENSITY FOR BY -RIGHT R1 CLUSTER DEVELOPMENT: OR MARY KDB 398,,P 333
0.97DU/ACRE x68.96ACRES x30% BONUS INCREASE =73.58DU/AC (73UNITS) R IDENIu
TOTAL UNITS PROVIDED: 73 UNITS
ALLOWABLE DENSITY: i.o67 DUA
PROPOSED DENSITY: i.o58 DUA
NOTE: FOR CLUSTER DEVELOPMENT, A MINIMUM OF 25 PERCENT OF THE TOTAL LAND AREA
WITHIN THE DEVELOPMENT SHALL BE IN COMMON OPEN SPACE.
PHASING: THIS PROJECT SHALL BE DEVELOPED IN ONE PHASE.
e's
TOPOGRAPHY/SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY ROUDABUSH, GALE &
ASSOCIATES IN MARCH, 2011. FIELD VERIFIED BY COLLINS ENGINEERING IN APRIL,
2021.
DATUM: NAVD 1988
EXISTING VEGETATION: WOODED LOT WITH HARDWOOD TREES. THIS PROPERTY IS NOT LOCATED WITHIN
AN ALBEMARLE COUNTY AGRICULTURAL/FORESTAL DISTRICT.
FLOODPLAIN: FLOODPLAIN LIMITS SHOWN PER FEMA FLOOD INSURANCE RATE MAP NUMBER
52003CO269D DATED FEBRUARY 4, 2005.
STREAM BUFFER: too' WPO STREAM BUFFERS EXIST ON THE PROPERTY AS SHOWN ON THE
PRELIMINARY PLAT. SEE SHEETS 2 AND 3 FOR LOCATION OF THE WPO BUFFERS.
THESE BUFFERS SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE
COUNTY WATER PROTECTION ORDINANCE.
PRESERVED/MANAGED SLOPES: BOTH PRESERVED AND MANAGED STEEP SLOPES EXIST ON THE PROPERTY. SEE
EXISTING CONDITIONS FOR LOCATION OF THE STEEP SLOPES.
WATERSHED: MOORES CREEK WATERSHED
ACCESS: THE ENTRANCE TO THE SITE SHALL CONNECT TO SUNSET AVENUE EXTENDED.
THERE WILL BE AN EMERGENCY ACCESS CONNECTION TO STRIBLING AVENUE
FOR A SECOND POINT OF CONNECTION.
SETBACKS: FRONT: 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE)
FRONT MAXIMUM SETBACK: NONE
SIDE: 5' MINIMUM, NO MAXIMUM
BUILDING SEPARATION:10 FEET
REAR: 20' MINIMUM, NO MAXIMUM
NOTE: LOTS SHALL BE A MINIMUM OF 20,000 SF AND HAVE A MINIMUM OF 80' ROAD .p4_.D
FRONTAGE (EXCLUDING LOTS AROUND A CUL-DE-SAC) SGOMMUNI
INCCIO
NTTYIY GROUP
BUILDING HEIGHT: MAXIMUM BUILDING HEIGHT SHALL NOT EXCEED 35' 1MLR
BUIDABLE AREA: BUILDABLE AREAS ARE SHOWN ON THE LAYOUT SHEET FOR EACH LOT. SEE
DIAGRAM ON SHEET 4 FOR TYPICAL BUILDING LAYOUT AND MINIMUM REQUIRED
BUILDABLE AREA.
TMP76R-n4-47
OPEN SPACE REQUIRED: 68.96 AC x 25% =17.24 AC
NOTE: A MINIMUM OF 20%OF REQUIRED OPEN SPACE OUTSIDE CRITICAL AREAS PER
SECTION 18-4.7 = 27.24 AC x 20% = 3.45 AC
TMP76Ri-o4-46
OPEN SPACE PROPOSED: OPEN SPACE'A' - 13.03 AC
OPEN SPACES' = 9.2o AC
OPENSPACE'C'= 4.4oAC
OPEN SPACED' - 0.28 AC
TOTAL OPEN SPACE= 26.91 AC (39.0%) MP76RNn
OPEN SPACE PROPOSED OUTSIDE CRITICAL AREAS = 6.55 AC
NOTE: OPEN SPACE CONTAINED WITHIN THE too' STREAM BUFFER SHALL BE
DEDICATED TO PUBLIC USE AS A GREENWAY. A PUBLIC TRAIL IS PROPOSED WITHIN
THE GREENWAY TO BE DEDICATED TO PUBLIC USE.
IMPERVIOUS AREAS: BUILDINGS & DRIVEWAYS = 233,600SF(5.36AC)
DEVELOPMENT ROADS= 141740SF(3.30AC)
FUTURE R/W DEDICATION = 87,485 SF (2.00 AC)
SIDEWALKS = 44,200 SF (1.02 AC)
TOTAL = 509,025 SF (11.68 AC)
BENCHMARKS: SEE SHEET 2 AND 3 FOR BENCHMARKS ON THE PROPERTY.
RECREATIONAL REQUIREMENTS: NONE
LIGHTING: NO LIGHTING IS PROPOSED
SIGNAGE: NO SIGNAGE IS PROPOSED AT THIS TIME.
STREETTREES: STREET TREES SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY
LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE AND
IN ACCORDANCE WITH CHAPTER 14.
BUILDING SITES: EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF
THE ALBEMARLE COUNTY ZONING ORDINANCE. THE PROPOSED PARCELS (LOTS
1-73) MAY NOT BE FURTHER SUBDIVIDED.
OFFSITE DISTURBANCE: NO OFFSITE DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT FOR THE
TIE-IN CONNECTION TO SUNSET AVENUE EXTENDED, WITHIN THE VDOT RIGHT OF
WAY.
PARKING: 1. (2) OFF-STREET PARKING SPACES REQUIRED FOR EACH LOT. EACH LOT SHALL
HAVE A MINIMUM OF 2 OFFSTREET PARKING SPACES WITHIN THE DRIVEWAY AND
GARAGE.
2. GUEST PARKING IS NOT REQUIRED WITHIN THE DEVELOPMENT; HOWEVER, THE
ROAD NETWORK WITHIN THE PROPOSED DEVELOPMENT ALLOWS FOR PARKING
ON ONE SIDE OF THE STREET FOR GUEST PARKING WITHIN THE NEIGHBORHOOD.
BURIAL SITES: (1) CEMETERY EXISTS ON THE PROPERTY. SEE EXISTING CONDITIONS SHEETS FOR
LOCATION OFTHE CEMETERY. THE CEMETERY SHALL REMAIN ON THE PROPERTY
AND UNDISTURBED WITH THE PROPOSED DEVELOPMENT. OO
RETAINING WALLS: SEE THE GRADING AND UTILITY SHEETS FOR THE LOCATION OF THE RETAINING
WALLS WITHIN THE DEVELOPMENT.
DAM INUNDATION ZONE: THIS PROPERTY IS LOCATED WITHIN A STATE DAM INUNDATION ZONE FOR THE
RAGGED MOUNTAIN DAM. THE HAZARD CLASSIFICATION FOR THIS DAM IS HIGH
HAZARD CLASSIFICATION. THIS DEVELOPMENT WILL NOT CHANGE THE OVERALL
CLASSIFICATION OFTHE EXISTING DAM. A PORTION OFTHE LOTS (LOTS 55-62 &
65-73) ARE LOCATED WITHIN THE DAM INUNDATION ZONE FOR THE PMF BREACH.
ALL BUILDABLE AREA SHALL BE OUTSIDE OF THE SUNNY DAY DAM BREACH
INUNDATION ZONE. SEE SHEETS 8-11 FOR GRADING PLAN FOR THE PROPOSED LOTS
WITH THE LIMITS OF THE SUNNY DAY BREACH INUNDATION ZONE.
AREA DEDICATED TO PUBLIC USE: THE DEVELOPMENT INCLUDES A DEDICATED FOR PUBLIC RIGHT OF WAY FOR
THE FUTURE CONNECTOR ROADWAY THROUGH THE PROPERTY, AS SHOWN. TOTAL AREA OF PROPOSED
DEDICATION IS 2.o ACRES.
NOTES:
1) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
2) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT
AND ALBEMARLE COUNTY STANDARDS.
3) ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE - EACH LOT SHALL HAVE AN INDIVIDUAL
TRASH CONTAINER.
GRANGER PROPERTY
PRELIMINARY SUBDIVISION PLAT
SAMUEL MILLER MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
COMMONWEALTH OF VIRGINL ,
DEPARTMENiOFFORESTRY - -
� D R 488o, PG.683
� V V COMMERCIALOFFlCE
VVVV SOUTHERN RAILROAD
wuHM1HN
/ OT 66
\�ALOT
V L T 67 NA
LOT 6
/i/ OT 69
LOT 6
A/OT 71
\Y / // //// LOT 55\\\
II LOT 61
II -
II
TMP76B-a
SHIELDS, MAURY F
MERRILY PLANTATION
D.B.N 7p.-3
RESIDENTIAL
%-I 1�%
OT 7i-
SHIELDS MAURYF_
C / MERRILYPLANTATION �� \
RESIDENTIAL
I0 \ \
OPEN I
ACRES IIII 1
ACRES
III 1�
n��-
Id LOT 21
VA LOT 20 III1I�I A-
/�/ \\' `\\ \�\ 0I'� /K/ \\ `� \. SHARON OR DERRICK STONE
\ 1i
IL%\\5�i \ I \D.BDEo
w /OT 2 RESIDENTIAL
OT 1
v ;�
'� vvv vv v vv LOT is v. j % 1�
OPENSPACEA // AAA AAV AV A ���.+'^' ILOT2
Ens GZ i3.03 ACRES , / \\ \ \ T 17/
OT 18 // j I 1 11 1 LOT 2� �� LOT 2
` v v
\\\ LOT 15
` \ LOT 1
LOT 26
LOT 27 /,/Y/ , ± \
I LOT 29 III LOT 30 �- 1 1
14TIM
[ T 12 4. LO 38 I
D.B. 7D ..
ENJOIN -
LOT RES
1
'1,I -- - )so
tlOT 11 I E OT 3 � `�I OT 37 ��LO7 3
T 3511 lLOT 2IIIV\� ' 'I l \ \ IOYCE ORW
LOT 34 / ( \ A De.Nn3op.E
I 1 OT 10 \ 1 h III
� A OT
TMP76RN- --R� �'�A \\ lV III III III , I I
9 1 \ v II III III III v: I I
V1� OT 9
TMP76-o -so �.\ ��i'�V A LOT 4
\ \\ _1�i_�_-7r�/ In 1 I OPEN SPAY-\\
OT 8 \ ` \ jS� 1 s\_ /7 440
\ �/ OT 4
LOT 47
OT
\ K
�' \ \ LOT \\� � ' \LOT 4 I II 1-
\ OT 43 V A�� I A I�I TMP
of PAaKSIOE�
^\ 5\
\✓/ OT 6 1 \ RESIDENTIAL
�OT 44 / /�� `� N \ J, LOT 50 LOT 5
LOT 45 LOT >51 T
LOT 4 fi"46\` �% / NEIGHBORHOOD
L°T 522� \� /I / INVE5TMEMS-1R LLC
RESIDENTIAL
OT 3 e
TMP76RN 3-e
REDFlELDSCOMMUNITY
ASSOCIATION INC CIO
CO \
D.B122,p.YGROUP j/ LOT 2
RESIDENTIAL51
LOT 1
/ y�P
GRAPHIC SCALE
160 0 80 160 320 640 ENSPACF
TMP76B-,
VIRGINIA ELECTRIC & POW ER CO
D.B. 539 P333 P. 339 (PIML
D.B.S08P.6n,UpRO
RESIDENTIAL
( II FEET )
1 inc = 160 ft.
SHEETLAYOUT
GENERAL BUILDING DEPARTMENT NOTES: SCALE. 111 = 1601
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, UNDERGROUND PROPANE
TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY.
J. RETAINING WALLS GREATER THAN 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
M
TRIP GENERATION CALCULATIONS
SCALE: i"=too'
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL
(1oTH EDITION)
73 SINGLE FAMILY DETACHED UNITS (CODE 210)
TOTAL ADT: 690 VPD (345 ENTER/ 345 EXIT)
TOTAL AM PEAK: 54 VPH (14 ENTER/ 4o EXIT)
TOTAL PM PEAK: 73 VPH (46 ENTER/ 27 EXIT)
1186
I
_ I
29
Ll
P
,
y
fzi 5W(
= F
1188
790
_ - - Azalea Park
VICINITY MAP
SCALE: 1 = 2000
Sheet List Table
Sheet Number
Sheet Title
1
COVER
2
EXISTING CONDITIONS
3
EXISTING CONDITIONS
4
OVERALL LAYOUT PLAN
5
LAYOUT PLAN
6
LAYOUT PLAN
7
LAYOUT PLAN
8
OVERALL GRADING & DRAINAGE PLAN
9
GRADING & UTILITY PLAN
10
GRADING & UTILITY PLAN
11
GRADING & UTILITY PLAN
12
NOTES & DETAILS
12 TOTAL SHEETS
LEGEND
O�.__
FRY
EDGE OF PAVEMENT
CURB
PROPOSED ASPHALT PAVEMENT
100' WPO BUFFER
PROPOSED EASEMENT
0
DROP INLET & STRUCTURE NO.
DRAINAGE PIPE
BENCH MARK
VDOT STANDARD STOP SIGN
PROPOSED HANDICAP PARKING SPACE
«
PROPOSED ASPHALT STRIPING
2ao
EXISTING CONTOUR
zoo
PROPOSED CONTOUR
506.71 TC
506 27 EP
PROPOSED SPOT ELEVATION
7BC DENOTES TOP/BACK OF CURB
TAB DENOTES TOP OF BOX
50677 TIN
506E 21 ew
PROPOSED SPOT ELEVATION
TW DENOTES TOP OF WALL
BW DENOTES BOTTOM OF WALL
PRESERVED STEEP SLOPES
MANAGED STEEP SLOPES
LIMITS OF FLOODPLAIN/WPO BUFFER
PROPOSED CONCRETE
PROPOSED & EXISTING GUARDRAIL
EXISTING GUARDRAIL
OO OO OO (0
100 YR. FLOODPLAIN
w w w w IIIIIIIIi w < <
SUNNY DAY DAM BREACH INUNDATION ZONE
SCOTTIR. CT�LLINS'Z
Z
Lie. No. 035791,E
p 06/07/21�
o�SlOntel. E�GI��
Z
O
U
ZU
w
O0
z
O
u
U)
LU
W
ce
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIADEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
L
ZM
M
N
N
O
N
N
W>
LU
J_
>
co
LU
LU0
O
Z _
U
W'
Uj
Ulco
ZLU
LU
�
cn
J �~/
LL
J<
U
0 O
C)
N
U
OE�
E1
�1
z
LU
��
LL O
W
CL
CL
LU
z
LL
U w
J
H
F F
o w
� x
a cn
JOB NO.
202198
SCALE
1 "=160'
SHEET N0.
1
/
-
�I C SCALD v v��� �vv � v � � � U � � � � � � / / / I 1 I �� � - H�„
ao o ao CiR.A 1 ,sa szo\ \ \\\\\\ \ � \ w _ `-- TMP 76 17A i I l I f I l _ — �� - _ ` OF
_ TH
\ � �� �d v v O COMMONWEALTH OF VIRGINIAO_ / / / v
n � ='BOUNDARY-LHv1iTS � p + �XISTtNG RAILROAD UNDER SS
O
\ \ DEPARTMENT OF FORESTRY / / f - -- - - _ - _ - O I 1 I - - _ - AT STRIBLING AVENUE
( IN ET,) v A\ \ v — / - S40°58'26°W 24.60' SCOTT R. LLINS�
\ \ \ = D.B. 4880, PG.683 - _
V COMMERCIAL OFFICE - - O �
1 — — _ — _ S53°43'10"W 33.08'
\ \ EXISTING 24" RWSA SANITARY SE _
1 inch = '$0 ' ft. A VA� - _ - - - - _ U Lic. No. 35 91
06/07/21
\ \ \ \ \ _ = ��-as-$ae- _ -- - - -- - - — i - - ' ���'�'ctx
\ TMP 76-18 \ _ - _ _ - - _ -- - ' E _ _ _ - - _� - TMP 766 1 7
---- t — -- - _ -
\ MEDLIN BURLEY M \ - — -� _ - - - -
- � � - _ � r °'&-_ _ - = SEWER - \ VIRGINIA ELECTRIC & POWER CO � -60 SIONAL E�
/ \ - - - - - - - - _ - ae�_ - D.B. 539 p,,337,rpi. 339 (plat), / z
r
SR OR MARY K \ - \ \ - nos - - _ - / / /I E B 508 605 la
_ —— _ — AD D.. t
TMP 76-19 / \ ` - -_ - - - _ - - - RD \ s5a° ss.83' P (plat)
' J \ ` - - - - = UTHERN ��L - _- - RESIDENTIAL --
r i � \ SD �F �____ � S45°1538" 5.86'
\ RESIDENTIAL \ I � \ \ � - _ + r ce I
\ e
V � 432
MEDLIN, BURLEY M ou%roP
SR ORMARYK__ ejb?-
\. RESIDENTIAL v��- O ---- _ ��_ i- _� ♦� ��� W .` I / sz5°1s'3s"wa�.z'''
0
_ i
O �, -- - -
E
— e
195a 53' ♦ ` '
v EXISTING 13 TO 22
�-
\ Ia`
_ a a *.
w I
0
I�
I�
- -._ S09 2441
s
0
° .W, e.as' PAVED AC
v ♦ �_ a
WIDE P CESS X
" in
- - ♦ EXISTING PRESERVED `� A ROAD
EXISTING 8'X8' CONCRETE ARCHED CULVERT + - - - - - - - �,♦♦ STEEP SLOPE ( ) Barre `♦♦,♦ �\ P
S TYP N O 100' B� FFER �
Ex.OVERHEAD FrameO ♦ 1 BUFFER n TMP 76B-1 p
_ - - _ _ POWERLINE TO Ln
EX. SATELITE DISH Bhe6 \ \ \ WPO OO' ` , I_ _. "1 ,
w arched -cuf + - �' '. BE REMOVED TO BE REMOVED .\ , ♦ II LD -
8 x8
HI
I w s" " -1 I D.B. 1147 E113
�e^9� 1 �o//� - �, i �/�FRESIDENTIALPVJ g
- - -
- _ - ) v
L
a a a ++ a ® S flri box _ EX FARM _ �r
+
/ p
awl ys e `' - � ��� I ll I �\ ' 1�`F� \. - I� f t + � j / EXISTING STRIBLIN � 0 0
.O ` 5 zsto RREMOVEOBE i N AVENUE (14'-16' WID ) O z n
n X.TANKT ` E UNDERGROUND
V�I ,. + + • °OILTANKTO BE
�. �/ - .r-.-� +� • LIMITS OF WPO BUFFER BLDc EMoveD
MONUMENT (TYP.) i' �`'; 4� O O & 100 YEAR FLOOD PLAIN i°REASELow I g I / LU CO
ono- 5 . y. - 1 , w Un
POND I EXISTING 18" RWSA SANIT/�RY SEWE I �lv i 10 14 .56 }
S ° :LB:,w
' %'- _-' - ��-,• \ EX.OVERHEAD � I EXISTING SUNNY d I l �
s • . ` POWERLINE TO "�V' 1 I I G i Z
a DAY DAM BREACH / i
BE REMOVED - t f / / "Uj
EXISTING 1 INUNDATION ZONE �° �ro o xM r se 12"W 38.3T Uj
ems/ \ \ - UCT O
v STRUCTURE /`
- - O p
� a a m a � s - �, i a
I
"� 766-2 NOB HILL SUB IVISION
&XISTING
` •" 1 Nsa°o21a'z8.1r TMP CONCRETE L)M „ `a :�. `.': �.fi �a° s - / / ��/ / / / /\� ��'`�--- o°2s'o3" 19.13' " // SHIELDS, MAURY F
N.-
��- - - - - - \\ , `\ `,'� • a `\ • , ` \C, `+' , DRIVEX.EWAY TO)�/// % // / / / / EXISTING 15 ACSA SANITARY SEWER I I O / ' MERRILY PLANTATION
O O PRESERVED
- i Gown,
REMoveD 4 9 D.B. 1147 . 1 SLOPES (TYP.)
O s53°9a2 °w48. p 13 a .
RESIDENTIAL
- a .
o�POINER INET
s /vry
"OWERLINE TO
BE REMOVEDSite 6fv1 422.74 EGG tEMOPULV DV V EXISTING 12 ACSA SANITARY SEWER F f
. - m N85° 8'09' W 31.26% __-
as AO RR Spike in 10" Walnut����\ / i/
„
LID
FN
i O ��W + ` •`; +`+ v� .\\VAv�AVA o n, EXISTINGIBRIDGE _ eza - ao
A /o VER MO EY CREEK
'� = EXISTING PORTION OF / r
a
476 a .��a ,� \ \a . \ ` . . s. '�1► \\ \\ \.- - _ GRAVEL DRIVEWAY TO BE
+
LIMITS OF WPO BUFFER MODIFIED FOR PROPOSED -516
\ . a
\ 484 ' ` ` • A \ ` � ` \"OS VA�- & 100 YEAR FLOOD PLAIN EMERGENCY ACCESS ROAD / 50 -," = -
\ S83°10'48' O sit — — -
\ / - + ' - -• \ EX. ROCK COLUMNS _ - —{ _
--.ter, O — _ 587°701206.I 6`I "E23.10' S
TO BE REMOVED -- - -- - - - ----
\ \ NSQ `n, ". ` . ` . . Il ` \— ` _ • \ y"'"J - - _ — _ 5 I- _ — S T39"E 47.22� Sol -
to
a
a`—
m
-
C a . �aa ` a a a O ✓ O SHIELDS, MAURY F I —s -sue svn.M 16' y' "E So.z3'
\ v J
.". .'. . / �_ ADJACENT LOT - _
• w �.0
� MERRILY PLANTATION "" A M
.�a`: �. `Nt\%\
. D.B.1147 113 a EX. VIRGINIA ELECTRIC & `. . 5 / / p'I C'')
w a -�� _—/R 30°32' 3"E29.21'VCAL
POWER CO. EASEMENT ` T� I I. f -N S .r \ Y
\ t (NO WIDTH SPECIFIED)
.s
� \ � DB.4'�7, PG.622 (PLAT 624) `. ,. \. � \ a s + \ - a � _ —
.I
v \ \ LIMITS OF WPO BUFF _ �. m N \ M O
s
x
a `.\•�,�
� \ \ & 100 YEAR FLOOD♦R,LAiN, � 00� \. � - a .' . �i� - "' .` `.m_s _ I �
hh,, lam" r
\ � • '" + + + + + I 500°35' 'E 97.52�
\ � a s a a a a a a+. ya +.• .. .. --
\ \\� ♦♦` rock0'.� .`. a`` ` `a+. `a .`.% `r - �+ O �I x°q �- N
V V A uutajP ta .\+4 ` a `\ \a + ` • - - / / CD
VDhO a a .. '+�+\. ` r r�ck0 ♦ \ / CV
`+` / /
\ \ Mon. - ♦♦♦ \ •\�` \ _ _ . -
P, ♦ N N9 459 ` _ A a a a .' -�� �♦ r' S11°0 '16"E� 3.93' /
Sar�MH
a
. a a a
CII
. . . a ��♦♦� TMP76B-3 i
\ so. _ - T ' I ^ SHARON OR DERRICK STONE
\ \ WPO100' BUFFER \ \ la / EXISTING OHE w ' ^
-S06°471 °E 59.2 D.B. 3303 p. 227 v ,
♦♦ �a°�\ `�� �ou%op ♦ I f RESIDENTIAL
\ - r EXISTING E CENTRAL ♦ i
r\ \ a3, Groveyo�d ♦ � " i � �.. ` 1 / I - _ �,_ I 1
TELEPHONE CO. OF VA �V I N
, 'c �• \ EASEMENT, DB.1578, PG.320 �o I ; N Cn
\ \ \ \ 6 f PLAT: PG.621 I I' I 1 � L9 �
v�� \\ A Mon n' EXISTING
\ V A \ VI GRAVEYARD / ,.' �Z
TO REMAIN I / �1 VIRGINIA POWER AND I V 0
\V UNDISTURBVD { �'� ELECTRIC CO. 120' EASEMENT �� A\\ �I \ ,
■ 1--1
y , D.B. 523 p. 040, p. 044 (plat) s 1r- ~ �-
\ TMP 76-24 �' Q
�J
\ 1 Z STRIBLING HOLDINGS LLC I I W 0
120' �'` I
m U Z
- -- V V � 321 EAST MAIN ST SUITE 201 � s ," I
TMP 76R1 04 D o �' 0
�t\i\ \_ \ 7 0 i CHARLOTTESVILLE,VA22902 to I I I \ 1
REDFIELDSCOMMUNIT \\'� A�v� vN, 1 �,t ° oq U
ASSOCIATION INC C/O ,v ``/
° D.B. 3556 p. 525 1 N 1 I I, f
/ s RESIDENTIAL U
COMMUNITY GROUP �, � e LLI
D.B. 3267 p. 670 �� A % PRESERVED SLOPES ° ww Z
\ EXISTING DIRT ROAD f f
RESIDENTIAL PROJE\ BOUNDARY � \ E i rock � /'♦
outcrop I V I I I V 4
Ul
/�/ X
LL X
O H LW LU
SanIMH 1 LLI CL
�S15°23'09" 54.98' I LU
\\ /J IP rook PRESERVED
w e raps SLOPES (TYP.) O
TMP 76R1-04--47 A n�EXISTING GRAVEL ROAD Q
4 g If LL
�.
7 + EXISTING 24" RWSAA SA(11TARY SEWER N 00
O w\ J ~ oC
°�o�k r� RWSA.210' EASEMENT m "- W
46.595, PG.464 TM 76-24A v
TMP 76R1-04--46 " PLATA66 w
� i EXISTING SUNNY I i �, DE ICK S E � Q (1"�
i DAY DAM BREACH ♦♦ I D.B. 722 p. 1 `J
INUNDATION ZONE ! ` 30 RESI ENTIAL >:u ( Z
7 a CD
/ 6ne
® O
_ ..% uundafion rock y 0 CD
�503°15'41"W 44.64' 0 N
P outcrops �L
\\ \`l Jr r m O 9m - V
VA VA A' V A -�J ♦ foundation 1 2
one
VDH �. O 1 �sz5°17'oo°w4zs - - F
TMP 76R1-04--45 s;' v v A ;\ \ .fj Mon. i n - w
�� �♦ i an MH TMP 76 3 34 0 vz
iN ♦` i ( �S13°06'08"W 37.31'
onrock i �' JOYCE OR WILBERT WINGF LID
NOTES D.B. 1230 p. 628, P. 830 (plat) oa No.
\ �vv Av v O �\ MATCHLINE -SEE SHEET 3 MANAGED �" i O Aso°o5'os"E94.33'
` RESIDENTIAL _ 202198
1. BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY ROUDABUSH, \ \ SLOPES (TYP.) I �\ SCALE
GALE &ASSOCIATES IN MARCH, 2016. FIELD VERIFIED BY COLLINS 1
ENGINEERING IN APRIL 2021. A Vv Vy V� \ O� v s C) _ _SO f
2. THE WPO STREAM BUFFER EXISTS ON THE PROPERTY AS �� y fSQ7°ss'zs'E ss.a0'
SHOWN ON THE PLAN.
J. FLOODPLAIN LIMITS LOCATED ON THIS SITE PER FIRM -\ ,
COMMUNITY -PANEL NO. 510006 0220E �\ �� 2��� �� \O "/,S53°04'1z°E68s7' ° 2
9
+If ae' rnp � �l// �/ �/ j �/ / / ' 1.. TMP 76-24
N -�'/.' /�s�Z ' / s STRIBLING HOLDINGS LLC 120' ZH 0 ✓ �'���/////ii ! j ; / �' 321 EAST MAIN ST SUITE 201 a \
CHARLOTTESVILLE, VA 22902
D.B. 3556 p. 525
SCOTT R. LLINS�
-PRESIDENTIAL
mania i irvo uiRT ROAD' ° PRESERVED SLOPES / Lic. No. 035791 ,a
2;A
IPA
OG
TMP 76R1- 3-51
TMP 7 1-0 -50
TMP 76R1-03--49
TAMP 76R1- 3-- 8
+e ,�(TYP.) �t °� 06/07/21
a j If rock + PROJEC BOUNDARY O�
+ outcrop
C \ �ss'ONAL
+
iG a !S�JMH 1
u + o /-S15'23'09" 54.98' 1
CY,n
+ i
+ PRESERVED
+ /rock � � .Q
dutcro s
°gip EXISTING GRAVEL ROAD SLOPES (TYP.) I r � i 0
EXISTING 24" RWSA SA ITARY SEWER
a
/ a O
RWSA�O'EASEMENT N a 1 s
♦ outcrop
B.595, PG.464 1,p TM 76-24A
% % + / / / EXISTING SUNNY PLAT:466 6', DE RICKS E
�• i /. / / DAY DAM BREACH �� D.B. 722 P. 1 � In
+ + - -
+ INUNDATION ZONE 30 RESI ENTIALI q Q,z z
1, A
�� I �outcrops
503 15 41 W 44.64'
outcrop
1
+ s ,
r
stop ati n I,, rock
17
� fou tl o ,! rd
Q
�sa5°n'oo'w azs ' >
VDH �. ;*+ � - -- �' � � >
r � El III Mon.% 0 I - ' �+ > m
A �. 32" Oak / / / / + / cC [�
� 513°O6'08"W 37.31' _
l TMP 76-3-34
outcrops / / ♦ , an Mti JOYCE OR WILBERT WINGF LD �
D.B. 1230 p. 628, p. 630 (plat)
�i z
i
..� MATCHLINE -SEE SHEET 2 MANAGED' 5 0°05'o9"E94.33' RESIDENTIAL _ % W
s
.. .. .. .. SLOPES (TYP.)
i
rs A ii
7°59'25 59. 0'
Y
i
G
Y
o A \ �\ V '953°04'12"E 68.97'
A
\ \s �.
t 8°4021'E 51.86
A, 8°35619 E 28.91'
I► V b 1: V �` - 7 °ar os^E 6.61' / - - Uj
C
EXISTING TREE
EXISTING STREAK-
ot
/
r
e
Site BM 407.78_ —
Sen MHi Top Front B -Sol ydmt
-
-i
/ _
o
', � i TMP 76-01-A " /
\ sa oo/ / / ♦/ _ _ /°°� .-,'� UNIT OWNER'S ASS IAl ION % L9 <
VDH
Mon.
/ / / i / / / /.' /♦♦ EXISTING - OF PARKSIDE AT EA G ES\
GUARDRAIL �i �LANDING / tirN
/ �� / i / s y ✓ RESIDENTIAL M
i
0000,11.
00
/
PROJECT BOUNDARY ��� �2ook / / / i` '/ / / EXISTING SUNNY
DAY DAM BREACH
l
%
t // / " / / �: / INUNDATION ZONE
/ / / / / ic.' I ♦ / J./. p"r. / / ' F�
EXISTING OHE
/i/ i /8 �/ / �I �'��1
/ / / � / � / / 5 / / / / .. / �./ . �� � j � TMP 76-46 � �. / H�
LE' / a / y _ M
VIRGINIA POWER AND
504 � CTRIC CO. EASEMENT � / � / / � e NEIGHBORHOOD
/ �/ / / / / / / / f % . - m" �/ 6 INVESTMENTS-JR LLC W
NO WIDTH SPECIFIED �� / / � / / � / / i � �a l i t / �`
/ /� i ' / /XISTING TELEPHONE 7J h D.B. 2171 p. 225 W Q
D.B. 437 622, 624 (plat) / ^ /r RESIDENTIAL i
P� P� (P ) � i / i / ' /
4s� so Nm / / �/ / / EX. CENTRAL TELEPHONE CO. on
�D H
-- -- --
-. � W
\ \ ' i ;- / i' r// / OF VIRGINIA 15' EASEMENT
J
j / / � / / > D.B. 1578 p: 320, p.621 (plat), I �RI OXS48°58'23 W 30J_
----- -
TO BE RELOCATED 4a10'51"W 40.00' \
EX. CENTRAL TELEPHONE CO. �
° aa0
\ nsa OF VIRGINIA 20' EASEMENT / d ` 5�pg / /
o
\ CnN 9? LLI
DB.439, PG 064, TO BE RELOCATED , ;'/ Q /
1 .VDH �g00 Moo. +�!(/N e \ L9 -i 0
°°
Q \ v9"/- ° MO MENT(TYP.j J A
G
v t/ / r` J 0
/
j cib
EX TI TELERH\ OhQ . / ' = "! ✓ I f�i� _ - - /
TMP 76R1-03--B ,7. W. i _ _ - - - -
\, / 5 A / i i �/ _
V A / /. 0 �d�.A ---
REDFIELDS COMMUNITY
ASSOCIATION INC C/O i( y �/% i/ -i /!LI ✓�/ f. 'tip// F.�. ---��/ 1
Y
COMMUNITY GROUP
D. B. 2279 p. 410-
RESIDENTIAL V ,A. \A�VIt. Q7 ?�'`/ /�✓, c /, ,�, i� - ----
Ul x
EXISTING �" W
E/P (TYP.) ' / / W
I
\� A VD 2°' - EXISTING
Mon_ ,, GUARDRAILLU
\ \ EXISTING
FIBER �sr �� / / / /! /LU
A` OPTIC ( �''�
\
V ` ADJACENT DRIVEWAY J Q V
V ` ENTRANCE (TYP.) C�
C:)
0 i
to
TMP 76R1-01--1B \ �. v A / �/ - 2JOB NO.
02198
REDFIELDS COMMUNITY
ASSOCIATION INC C/O /' �!
COMMUNITY GROUP GRAPHIC A SCALE
D.B. 1780 p. 405 -
r
RESIDENTIAL - y 0 0 40 80 160 320 `1
SHEET NO.
IN FEET )
t inch = 80 ft. 3
l
\
K, 3
O`
v
M., .,
Mon.
J
I TMP 76-17A _
'1 I COMMONWEALTH OF VIRGINIA, -
DEPARTMENT OF FORESTRY ---------- ------
D.B. 4880, PG.683 ��-
___-�� COMMERCIAL OFFICE
TMP 76-18 ----"'
MEDLIN, BURLEY M
R OR K -�
B. 3982. 82, p. 333
TMP 76-19 ESIDENTIAL
MEDLIN, BURLEY M ---"'"
SR OR MARY K
D.B. 3982, p. 333 _ -- -_
//,t v
RESIDENTIAL-
- 195e. v
- -
\:`
- -- -- -
-
-- _ _ 5o x6o
-- OT 66 ,j��BLDGSITE �' j LOT 61
(TYP.)� Aw LOT 62 j !/,%
�s --- ---- EOT6 \ / %'"`, .i`. LOT 6
X,/ LUI 6,
VDH
,
,
,�� •- �. � \ �\ - ' �% ' .�' � LOT
Cu
TMP 76R1-04--D
REDFIELDS COMMUD
ASSOCIATION INC C
COMMUNITY GROUP
D.B. 3267 p. 670
RESIDENTIAL
TMP 76R1
vriEi
TMP 76R1
TMP
k0;J
/ 4l0W'26-W 24.60'
_.--- 3'4390•W 33.08'
TMP 766-1-7
VIRGINIA ELECTRIC & POWER CO
D.B. 539 p. 337, p. 339 (plat),
V.55.83' D.B. 508 p. 605 (plat)
4s.es' RESIDENTIAL
Imr TO BE
MAURY SHIE AS AN E
D.B. 1147 P 1X$ -,-.
�\:, . 0. LOT 9�; 1z'w 3&37'
X ! ••••••••\\ �\ \ \� �Y LOT 6 e� Vic. f6oro �/
6 II
OT 70 o' I 4 ��� TMP SHIELDS,
M J 28a
sea'29' 13 SHIELDS, MAURY F
58 D.B. MERRILY
7147PLAN PLANTATION
/i cs 53D0'24"W 48.991 P.
yr - .�• t� \ LOT 57 \` d RESIDENTIAL
OT 72 \ \
LOT 73
•�� `•\ �-� \\ \\ �,", /,ice 1\l
` - -m
.V.,I,. t �� �.•.'............. .
Vo,_ as '
f 144,
�.. ,felon: ,�_ L�_.._��ft �f__►ems`.
OPEN SPACE A
13.03 ACRES
TMP 76R1-03--B
REDFIELDS COMMUNITY
ASSOCIATION INC. C/O
COMMUNITY GROUP
D.B. 2279 p. 410
RESIDENTIAL
GRAPHIC SCALE
120 240
( IN FEET )
I inch = 120 I'L.
VLOT56\�'��'\';\N
\\'
'IB'}��" W 31.265�,
I , �__�����♦
II
9H
\•'
�,� ,r{/ iq N
/
ELL 56 MAURY F
I MERRILY PLANTATION I �
,,�♦
\
\\\
SID AL II RE. 1E11II p. 113I 11
V
�' x ♦ O - - as
1
\,. a e _ j/// . • - - - 583'10' `IE 11] 15-0r - _ - SB]10 48•E 2(1&I�i _ sF •E 23.10' `
E 47.22' a
/ g 1----�' �- 6• •E 50.23'
OPEN SPACE B II - -- ---I
- / 9.-o ACRES wI 3 3E 28.21'
' E
../-� ���r- �'\. I �111 >�e 95 E 97.62' 1
-. / ,��' ��♦ . � �i �'1� •� 'I , �sll '18• 83.93•1
s I LOT 21
LOT 20 1 ' ` �, al TMP 768-3
'•�; \• t I1 SHARON OR DERRICK STONE
a•a• •E 5 27• , D.B. 3303 p. 227
OT 2 I RESIDENTIAL
v LOT 1
LOT 18
i
LOT 2
\, OT 17 f OT 16 /
' 25 v , LOT 2
LOT 15
--------------
LOT 1 `
' LOT 26 � � I I 1sz3'o9 54.9 • �
LOT 27
w
a
30 II -
\ \ LOT 28 i E m TM 76-2 A
1 j 'I w DE ICK S E
L T 12 LO 38 a D.B. 4722 ,136
�I' 0 RT - II I 1 I • - 1. RESI ENTIAL
; LOT 1
0315'41' 44.84' E
OT 11 I LOT 37 - "' _� - I 2700w , ; I '174 Br �
LOT 3
,
1 [LOT 35 I 13M'08•W 37.31 TMP 763 34
-- ,' I, I; �; I1 A LOT 211 / `,l �� JOYCE OR WILBERT
I ! LOT 34 wINGFIELD
OT 10 )T4 D.B. 1230 p. 628, P. 630
�\ ESIPENTIAL
O1, BLDG651T'LOT 33 �� lat
(TYP.) �' �� '`, } as A
'`. 51 / 11 a \ \ � ]'59'25•E 59.40'
OT 9 �_� ��-' '_ \,�'`.til I !�i � ;- ,iT � 1 ��. �� \�� �3'04'12•EA&9/ \ ��
T _ T, \ t�
LO 4 ��..� J I y__ --T-- : _ I ' I 1 �� - . \ 8•w •E 51.66'/
-- T �- ;/ = I; I OPEN SPA'QE C'. \ '36'19•E 2&98.81'
= -- _ - n
OT 4 % . LOT 4
LOT 47
ap
1
! t T )43-"'\' T
-
vDH � �1j I � OWNER'S,
T 46
\ � LO 4
urNiT
OF PARKSEDE AT EAG ON
ES
p Sq %- \• = T y�I�•j l'. /_'/ /�° I LANDING
RESIDENTIAL
GTQ OT 44 �" \ / LOT 0
i
•I
LOT 5 $L� COJ�
4 Qoe� / ' �:.\OT 51y�.+.
LOT 4
Ns �
LOT 3 \� \�, LOT
LOT 54
LOT 2
Mon. <' �� - '� \ •VA
LOT 1 .'
r] 4 ♦ . s
i EN'. ..
0:28 ACRES' -
480 �" �VDH •,
Mon.
NEIGHBORHOOD
/-
INVESTMENTS-JR LLC
v
it
1 /� i
D.B. 2171 p. 225
Von /f
RESIDENTIAL
e \ i•
i
48.56.23"Wa30.35•
44�'10'51'W 40A0•
X.'' /
+�lib0
i
F" �X-
SHF�
PROPOSEDE
AT SUNSET
0
C \ \
\
LEGEND:
PRESERVED STEEP SLOPES
MANAGED STEEP SLOPES
WPO BUFFER AREA
BUILDALBE AREA
® RIGHT OF WAY DEDICATION
PROPOSED ROADWAY
GRANGER PROPERTY- PRELIMINARY PLAT
LOT#
LOT AREA
BUILDABLE AREA
1
20,068
15,375
2
20,005
15,680
3
20,029
15,803
4
20,088
15,758
5
20,032
15,735
6
20,065
15,810
7
20,059
15,810
8
20,054
15,775
9
22,521
17,698
10
26,180
20,800
11
26,352
15,163
12
25,590
7,705
13
22,195
6,685
14
22,205
9,018
15
22,807
9,430
16
20,048
5,575
17
20,076
1 5,831
18
21,678
17,137
19
20,432
16,127
20
21,659
13,064
21
20,112
11,860
22
20,080
7,975
23
20,098
5,825
24
20,005
11,540
25
20,015
14,530
26
20,068
13,595
27
20,190
12,931
28
1 20,031
13,378
29
20,085
15,734
30
21,998
10,396
31
20,070
4,802
32
20,055
8,190
33
20,020
12,510
34
20,120
15,698
35
20,117
15,821
36
20,206
15,935
37
20,174
15,251
38
20,534
17,945
39
20,213
14,030
40
20,080
15,547
41
20,079
15,618
42
20,518
15,876
43
20,062
16,074
44
20,030
15,649
45
20,008
15,691
46
20,097
12,150
47
20,062
13,237
48
20,009
11,062
49
20,045
7,535
50
20,051
8,431
51
20,075
9,788
52
20,060
10,477
53
20,004
12,877
54
20,103
14,137
55
20,005
13,397
56
20,026
15,149
57
20,008
12,680
58
21,140
9,861
59
23,554
7,324
60
25,040
8,568
61
21,240
1 13,716
62
22,180
13,538
63
20,472
15,835
64
20,074
15,842
65
20,118
16,942
66
20,253
11,836
67
22,140
11,472
68
20,627
13,582
69
20,560
14,440
70
20,005
14,422
71
20,003
15,289
72
20,064
15,804
73
22,595
1 13,816
Lic. No. 035791
06/07/21�4
,"'A�rONAL Y1%
z
0
1n
En
co
m
V)
N
z �
_0 N
I-
uiu3
Zw
O Ln
0 -
j
w m
U) of (n
N �
> z
a AI■FI;
0 Q7
J
ti
M
z
cv
O
a F
V
1
�
N
ul
O
a
N
�
a
O
N
1-I
W N
Q
W
N
LLI
o
c
J
s
U)
LL
Q
z�
L
z
Qa
O
0
Q
O
=
U
w
�
U
0
1
'
w
Qo
E
ul'lZ^)
VJ
/��
ce
LLJ
o
w
Ow
Z w
z
Oz
Ir
- J v'^
cl�
w
N
z
Jw
o
�
w
a
I
J Q
, ^
V
o
`o
CD
O
>
N
O O
<
U
x
V
w
U
U
0
J
~
W
U
JOB NO.
202198
0
0
0
SCALE
111 = 1201
°
C
0
n
SHEET NO.
4
0
V CG-6CU
H
Ak
0LOT 41 80,
101-- 159
y6,-- 83 — _ -�-- -- - /i PROPOSED SCOTT R. LINS�
ti V 6' PLANTING / 56= — n
/ �� U Lie. No. 035791 a
STRIP (TYP.) /, I - - - 5o'x6o' ,( // I
\ TBP� '/ LOT \ \ \"/ �Z j��'' ` - / / TYPICAL //,p 06/07/2 �4
\\ �S\pES� �/ \ \ % \ - - - — BUILDING SITE W
f/ I 0 1
/������" 1 I W W �IONAL '6
\ MATCHLINE - SEE SHEET 6
34 \
\V >�'/'30" Oak /' \ :} \ �' ,� �' I �����������I iK�I a 3 1 In an @I�
E
.1201
IvAP WERESMT
LOTLOT
As 48
WW LOT 47
�P �I
gp,
0
�I II °'� W •�
U)
v PROPOSED R/W
\I/,.IP\ \/.'' WW,WWW � Ao-yv�/' /1 /i\FWWW�1/ /*/v��0 5/',WWWW/�IA�1, /--\/ \ \WW \ V \Av '\ \A��_A\WA A��� G\Q \ / vA�\'�\`/\. /v A A��\\ */WV\T� \-\\�A/Av\/�r A\ V��„ .\A�\'�A •�V\\�, \��A"v ��\/\v v\ \�\A/
o/� \ �\i�ti�s\\Ov ep/\N�N/ A \\ A9\�WV \• A v\A\W
\yty
�� A�WWW.W;� v,,v —� /-.WWmWW�/✓�__—, ���� WWWWW— .// ' �, ��— �WW.wy� / —�o�WwWW\ �— �1W y�WWWWW, 1,�� / � WWWWWWW�G' I �/�_ WWWWyWWWy �./� /F��WWWWWWWWW /x �I�/ �sWW�W\•W�v_-/I`I �I I—WaWWWWW �
�iwIWWWWWW
"/WWWWWWWwW-
/
\-i/-WWWWWWyWl
;.W ♦WWWW-�
/
/
V�.W-
�
Ln
�lLnLOT46 zLOT7 LOT 49 0
34" oaLOT Mo�
18: 0 0
8
y U)
cC �dOZJanG
rn
4(1 ZQ
Ln
�LOT6 LOT 4+Lu
ce
20Oak LOTSO
9�PROPOSED STREET
TREE (TYP.)
LOTS T456' PLAN NGLOPROPOSED STRITYP.)PROPOSED W
5o'x6o' � r 10
LANT
TYPICAL S.
P(TYP.woo
BUILDING SITE �. / LOT 5PROPOSED
CG-6 CUR ,
ROPOSED STREET to
PTREE(TYPJ Pj-
LOT4 0 rQN/(_�HN�i�I
OLC�a,z�—L
z
'VDH Cr)cyi
n. N
T5z
�i� 1--II
CG-6CURBPROPOSED
ST�SIGN (TYP.) O
LOTS LOT 53
O1,
G=a
czWZsoaDO(°
LIMITS OF W W'>,/W oa�ONO°a0C�mNo�`
.
%33
Ld
\z
J WPO BUFFER \�,\\PROPOSEDR/W le r0j / .),LOT 54 VDH z >
COP'.
Mon. 2 �W
aMon.
A�V D
j
av
< LOT LH
�lz
ul
WU)EX. ROAD zww
zNS-nO
2o'E/P E/P o
STREET SIGN (TYP.) W
12'OFF a
EXEP u
O OCD .25R vDOT CG-12 PROPOSED MILL/OVERLAY OF FEXISTING DRIVE LANE. SEE WP-2 w
DETAIL, SHEET1z w
DISTANCE TO NEAREST
VDSTOP SIGN (TYP.) v INTERSECTION = 685' o
Mon. SWAN RIDGE ROAD JOB NO.
12'OFF CE 202198mC`o�Oi0]
C R �1PHI( �`C �1LE Ex EP a` _ — EXv�vNGEN NRvDGE
/ TO SCALE
NT5 SCALE - FERS
ARTM o
�c 0 20 �0 80 160 v pp u I o
0
1 = 40 -
SEE SHEET 4 FOR COMPLETE SHEET No. a o
L iie'I
nch = 10 Il_ �n�j SIGHT DISTANCE 5
� sL
I- 3
AWPI�,CWli �,LW W W����W W W W W W W W W W W W W W �W�� W �• \`� ���-������ �� W W w•v �WW WW JW W W W .y W W W W W W W WW WW WW ( . WW W W �rW V ��W l) W WWW WW WWW WWesWWW W -WW�. -.V W ,gpWv .. Ww .c WW d WW Ww w WW •�
i W - W W�' � \ v A���� � � V v vv � ♦♦- • MV, v� Av T�Cv vHLINE-SEA SHEET 7A\
-i1I I,I IIL-LOTB
yp p 20 .40 o, LOT 201N 'FILE'
W
qv \
A
,
\\
W W W W W W W W W W W W W W W / ` A� A� • V A ��� D 5001
�.��pCK
W W W W W W W W W W W W V• / \\ \ \\ \ LOT 22 \ s
W W W W W W W W W // � � � V A V A S V♦ � A \
PROPOSED
CG-6 CURB
\ O-
���0�\�
LOT i9 6
V
go
\�� V� 6v - i
1 A Lt�
W W W _W W W W W W W � W W / W J• � \ \ e-\ \ \ \ \ \ \ \ x � y / � '
lid 10�
LOT 3.8 v ` vv � / �. �,r� �
PROPOSED / �. / Y
/1 vv v� vv vv FVeq v A\�. y 6' PLANTING
v�STRIP(TYP.) Hey
\\/OO��Q \\ \V ♦`\\ Q- 12-IL'i LOT
TREET SIGN (TYP.)
001
LOTi7 \\\ \\\\ SP\B uFFO �5R L �I
L------
/ STOP SI N (TYP.)
G
LOT 16
PROPOSE i u,
,'
v cG-6cUR6 v o LOT24
/ / ♦ \ \ \
PROPOSED R/W `r.99 \\ LOT 25
/ vv av LOT 15
zo'RE_AR
�o SETBACK(TYP.)
% ��� \ 125' A /
/ A A V '♦ A / / ''� / > �� / /
PROPOSED
6)
�TH oF�
�IW W
W
SCOTT R. LINS
I W
W
I \
U Lic No. 035791,a
06/07/21
I
W
II
y 1 A
F�S10NAL EEO\�
I I
I
I
1
W�
I 1
\
I
I
I
IW
1
IW
O
I
I
II
1
I
m
V)
II
z
O
cr)
\
a
ty
Q
Z
fA
I I I
H
0
>
o
I
m
1
Lu
J
I I
�
J� W
W
IW 1W
I
W
W
W
W
W W W W
I
VAR. WIDTH o,--------------
/ v °j / / l0v zo'REAR �
SIGHT DISTANCE LOT 26 / �p �ti ,
EASEMENT � iy SETBACK(TYP.) � (I
/ \ `\ i / ?� �/• \ � /'v / `rF\\/p I
v v vvv k� vv STOPSIGN
v v o v I
M//Vw
. I I vv LOTSETIDTH
LOT 3.3
v � R�/•�:�.� vv //�// / �Q� I I I I vv I
x
STRvEE.T
PROPOSED
---- ---
v
LOT 27
PROPOSED STREETTREES - - - --
/(ARW)DTH TYP.)�LOT
SIGHT DISTANCE � LOT29 I �
EASEMENT vv LOT 28
v v iry /
-114
v� PROPOSED I FTgq�Ty
- _ LOT 3.2 LOT 38 % j v �/ PROPOSED R/W ----- 6' PLANTING k
I
o C6 6�UR6
(TYP.) STRIP(TYPJ PROPOSED / I 4 I
R..
SED
STREETTREES`
Z - -
— od
LO -,I33.'I I I II
•N
'rt. oA n W T
---- \� BALE CO a�l�a II
�
I
' I
I
�I I
I
I
I
I I
vv '' 2ju I EX. �o' i
vv h VAPOW RESMT
49 32 LOT ;
' I I
I
6' PLANTING 1 \ v
----- --- �T PROPOSED iNl LOT N /
STRIP (TYP.) 1,04 v\ v
vv TYPICAL I Y
1 LOT io ID \ 1 Q I ,
/ F-I ; BUILDING SITE
1� a
3'I w o I II I II I i II I ,
I 1 V A LOT 4o z� I I III III I I LOT 33
III°
I
LOT 9
' PROPOSED - ♦ I I _
\ } I
I I I SETBACK('— ,
LOT 41 --_J I L----- I ao REpR 56 \ I I
46' $3 _--� _ _ PROPOSED _
6' PLAN ING /,'' i \ 5 _--- j l 5o'x6o'
V /
/ f 6' _
STRIP(T PJ ---
v 0P/ V / - _ - j TYPICAL
LOT 8 \\ \ j2, I \ \\--- - BUILDING SITE
MATCHLINE -SEE SHEET 5
i
PUBLICROAD(,i R/W TI1� it II
) d - - m--------- III I
I I
LOT37 I --- _ - R ---__
LOT39 I ---� _-- J
6 LOT3
I I 31m I I' li I li
------------I
235i0 �i
--------------
--------
PROPOSED - _�---------I �� I
W W W W W W ti
< N
W W y W I W a
W W W kDD
W �• W W � W W! W� J.
W W W W
� T
C W W W I VJ
Jr1 0 m
7010
00 W i�
[). rn W W W co
W y m , W W M
00 ,W N Z
m� W _
m p c
M
N
�. c H�
w W _ V )
J
>
W
—L z
oz
Q J
W C) DC ~
I W �
W Y o
J
ulC/)
I _ � LJJ
W W
�v W CL
- O
`:f
W W L
W W J w
W W W
J
o z
W O O
N I..L
♦ U �w
F
F
I � w
0 _
a �
JOB NO.
202198
I
SCALE
III _ 40'
SHEET NO.
6
3/1G' STEEL PLATE WELDED /
TO P05T & GROUND SMOOTH
2-1/Z" DIA. GALVANIZED
STEEL POST. PAINTED WITH
2 GOATS OF PRIMER
ND INSIGNIA YELLOW —
\ Ln
w> m
A�\ �w w w w w w w w of �
� �� w w w �`�
N \VI
LLI
MCA
w w
��// \//\\w w w w w w w w w
F"��y
LOT SETBACK J� /
IV
LOT 67
W w w W w
/ l/�j�,� v %v - LOT 60
'// \ � `'� \N�\bC� I / �oT\
6��SE
vo
- A - \ / .' / LOT 6 /.' v
/ /
u
v 5 / \ / // A v 11
PROPOSED v € 1 w
< 6'PLANTING
STRIP (TYP.)d"X �� wV - vv w II I w w w .o- W •� W 1 \ ��i A\ �O 00• A // �// o,,� i// \ —\V
4 vLOT 59 mill �
' /
LOT 6
' / A llc7i �w w i w w
?
LOT 68 PROPOSED PROPOSED
v STREETTREES 1 PROPOSED R/W(TYP.) ♦� Epc/
E PAVEMEN
T
-------------
LOT
69/'�' >/ z .R --�} _
Lu
LOT 6 \. r zo w
PROPOSED RfW �' _ , 0� �Vd`1� �'L --___�
• � I
—�J �!
w w �� STOP SIG Ez'' e ✓ " \\\\\ vO/C� ''� / . on. H i
PROPOSEDco
000
6'PLANTING / L/
V/ OSTRIP(TYP.) LOT 58 IP RAP � Q LOT 57 A� V �� �o- / - _ CD o
z
/' // // ,PROPOSED A vv ° -� / `°'.o ` // A\v�V A A\vv`� � /
ORIP RAP � _' � � o
�REET TREES \ -/ A V` �`"" w /
\\�' / m / E F AVEMENT PI W N -a
w w w w w w w w (TYP.) / 2 R` v / A\ A V / °'
LOT 56
LOT 71�� / �I
w w w w w w w w w w w w J w w / i /`1. / / / V 1/ A v A A \
w w w w w w w w � w�sxV � W w \�c w w / // \\ } \ ��� // \V�A A\�\\ \V V A � .. /' � w/ � ,'
STRE" SIGN (TYP.) \ \\ \ v`,,�,,�,,, A�A 1- // ti� / w �° W
J
w w w w w w w w w w m w w w w\ w / / �� / / •.� A A A \ V A A /.., /. w
4W/ / _ \
J
REPLACEMENT FORPROPOSED LOT55 %
ERGENCY ACCESS
o
/ \ \ \\\ \ / O
vvw v / TYPICAL / / / % v A A \ V v �C / / TO THE SITE I W
'\ \ \ A ww w
1
72
1I
ISTING1q'TOBUILDING SITE LOT zo' AVED ASPHALT
EMERGENCYACCESS EM RGENCYACCESS O
IQ—
L9Z
IV w w w w IV w J
O
IV CR ROAD
IV w w w w WEIGHT BEARING CAPACITY
4QROADWAY DESIGN
PROPOSED PROPOSED zo'EMERGENCY W
G-6CURB NASHALL BE 85,00o LBS
ACCESS AND BICYCLE/ s.
�0 (� o
PEDESTRIANACCE55�
ROADWAYS
�
v w w w W W w w w w w W W W w w \y w\\w\ �\
LLJ
`W W w w w w w w W W W w W W w\ �W '9 W\ \ w \' �/ /// LOT 73 >
REMOVABLE BOLLARDS/COMPATIBLE// ww ww ww w www www WWWW www wwww Www wwww www wwWW wwW wWWW WWw wwww wWw\ www ww `WWW \www \ ww WW\wwW Vww`C Www w"w• Www_ Ww_www� WWw Ww www�Www`www\ ww WWw wyw` \www wWW\ 'WwW Www \"www \\ww ww ww\\w �w\ w ww ° w, wo\ \w w \ w �w// / w / w w w / \ \ � \ 1 1.1 w _w
VJ
WITH KNOX BOX LOCKING\SYSTEM FOR
IV w _
Ul
FIRE RESCUE TO BE INSTALLED TO \ CDw
PREVENT VEHICULAR ACCESS BUT STILL San.MH
ALLOW ACCESS FOR EMERGENCY VEHICLES. G— W I..L
z
SEE A//O W\ '<,Wz
/ V, f) z
O
W w w W W w w W w w w w w w \w W w W W w w w\ w •G\\ w Y w w \ w w w w w w/ �6 w w w W W w w w` w w w W/ w �1 1 I w w w W w W W w W w w w w w w 3t w W\ w w w w w \w �v \s\w \J• w\\w w w w /./L/w w w w w w w W \�• £ G w w w w_ ,�_ -- //y / // I..lf O
W a
O
`\ w w w=ws�s—'1'--sus
IV w w w w w w IV w W\ w IV� w w w w w W� W w�,w v� w w w w J• IV w IV IV w s� .• s�s IVs w w w 3 w w w w
w w w w w w w w w w w w w w w \y w w� w w w W w w\ w s �s—'✓--a.'�—s �`� w s w e w w w w � w w w w w_ J_ �_ —�Y —J� //,/ w / I `,J Z �
O U
w
,,w w w •L \ w w w w w w w w � 35
r'" �� w w w w w w w w w'//� \•-l\ w w w w w w w W w w w w w w W w w w w w w w w w w w / _'
IV IV IVw IV IV IV w W IV w IV IV w w IV IV W IV IV•.Y { w w w IV IVw -�' ® -SS9 /—_-1 I \� 132� I O
1�v w w w w w W.. w \ w 1V w w w w J• w w w w w w w w w w w w w w w w w w w w/ w 't // --�' --- 11 I `�\ I O W u
U)
w w w W w .L w w w W/\,J W w W W w w w W W W W w w W W w w W W W /, \!•l• / �'/�-' _ I I \� I JOB NO.
202198°
\ \ \
GRAPHIC SCALE
W w w SCALE o
4C p 20 40 80 w w w w w w w w\ w \ W w w w w w w w w w w w w // �/1 /// \ \ 11 I '
w w w w w w w w W w A w wV�� mow• W�w w w W w w w W w w w ti \ / \ i' \\\ I I I /// \\ ,?\> 111 OI U
/
mm
MATCHLINE -SEE SHEET 6 I I FLOT 21
SHEET NO. Q
w w w W w w w -W w w w w W W W w w W w w �Vt� w w •: - / � � i� \ -''� 1 // / H
ra
�SC0TT/R. Ct?LLINS7
A
w w U Lic. No. 035791 �
3/4' DIA. STEEL PIN W/ HEAD
� I IV � I \16/ � 7 �21W/ 3/5' DIA. HOLE FOR
OLOCKK 43:1 x12' Aw w, wN��S0ECG
FINISH SURFACE CN.I.C.) I / ° ` �IV
w
ri
ERSa'MH.�. 3" DIA. GALVANIZED TH�1 STEEL PIPE SLEEVE
/.xCPAINT ABOVE GROUND ,`w IV
_--- �> • w/ /� I "" slab I W W w
PORTION SAME AS POSTS N m -_ ---- I W IW I� w
CONCRETE FOOTING _
3/1G" STEEL PLATE WELDED w w w w� w w w w w w w w w w I w w
w w w w
TO SLEEVE 12" -37 -_o REAR 56T8A �w v 2,� w w I w w w I w w ca
a
a
ONOTE DRILL A 13/IG" DIA. HOLE THRU
BOTH THE POST AND SLEEVE FOR PROPOSED
PIN PLACEMENT. <
5o'x6o' elf
\ \ w w w W w w w I w w w w w w Z W Z
BUILDING SITE o 0
Z In
------- LOT 66 / II I
I
LOT 62
a\
O
0
---- - COMMONWEALTHOF
00 FORESTRY 1 - -
I DEPARTMENT F F � / ", I - -
D.B. 4880, PG.683
COMMERCIAL OFFICE - . �� ,.,_.._---"'...�....•..-..r - - - - . — �-�� _-
TMP 76-18 --- --- ____. _ __ _ _ - TMP 76B-1
\ - MEDLIN, BURLEY M = ------ _ -- _ ` - = _ - - _ - - VIRGINIA ELECTRIC 8F POWER CO
- 1
SR OR MARY K r - -- ---- _ __ -' - - D.B. 539 P. 337, P. 339 (plat), -
\ D.B. 3982, P. 333 - _ _" __ - - RAILROADS L - D.B. 508 P. 605 (plat)
J-,�.'".
-`
�� RESIDENTIAL / / - _ _._- - SOU1N,---- _ _ " i e " RESIDENTIAL
- TMP 76-19 y _ r _ _ f �,, (%
- --' -- -- —
-- -' MEDLIN, BURLEY M ----- _ VE
D. OR MARY K --__ _ "
D.B. 3982. P. 333 v - ____.- ��,,..--^� �� I I ♦ � SANG V�� � - y "
� RESIDENTIAL � � - - __
_ ---
aim �-\ I I I
' --' _ �� A d ♦ TMP 76B-1
L LOT 61
�, I ♦ � MAURY SHIED
�_ _ _ -. -" _"" - - " - LOT 6 _
o - 6
_ - L;OT 67 / / - RESIDENTIAL
C
I i D.B. 1147 � 4
`LOT 65 i' / S OF.-fH ^ \\ act l III OR o �
2 /
'' j / .LOT 0 pw ENT1�/
_-� /
\ \
__"_. " Man. -:a _ �i� -�. \
\\ _ _ - -----------
SUNNY IqAY DAM
--- ---- - � , • � y: i / D ION
- - INUN lXT ZONE
\ fr /gyp (L 9
- - - -, 1 9 LO 4
- '-���!'•-� �:�..• �� T 6i.
v LOT 6 �
- -
- - ��� �'- Aa _ LOT 69
- _
- -.\.
=_� .. .'a". ,8a � \\ - _- �='-'I J /r� TMP 76B 2
_ `.. � �a\ �_ \� LOT 63
-- - - - -
s
.-.'.":; '• .-. `� ";' SHIELDS. MAURY F
-- - - - : -. - ": , . �� A � 5.� o -� I MERRILY PLANTATION --
•�a
_ J , 7
-
--- - _ '� RESIDENTIAL
LOT 71
\
D.B. 114
-
I
s
_ i � TMP 7�B-1
LOT 55 \, a \
� � ,. `. ♦ �� .: ,. \ \ y\m �', ';-��' � i i SHIELDS.
-• N
♦ - \
LOT 7
D BRR11'47PLA 113TI0 I ♦ee
" __ __ ,, .. •-• '°e �\ - .\ / i /i � RESIDEtjITIAL
� e
2 A
-ems-- -- � -. ,, ♦ :.. -„ � a \ _ i I .--
\
v ♦ /
LOT 73
/
a
v^ -
_ ,.``:' \. .••/• .'y ��..a\ \:--5 6'RETAININ-
V� I ' -
\
5 M _
� �_. �', ',I � `� ", ", ... ♦♦ - Li. -- L>�-
\
AL H:F.
t
r
w � '
I
-
,
Vi
---- ---- a .v /r S A' II PROPOSED 100, `..A \
r...
Mop. �'' `♦♦ �\ � �. \ \\ � WPOBUFFER
r
� ' I
I--- ' :.:rc �♦ ..�>,� � --_ �\ \ V.., `v. � LOT
LOT 20 TAP 7613-3
ce F
--� - � ' ' �'', �♦ -. � - _ .' • • x ,' " r ����� i % �i � � /II � I V � HARON ORDERRICK STONE
P
e �♦ ' JG„_. VA�VA� lf��'/� A.`\\ LOT 22 r illy II 11
D.B. 3303 227
RESIDENTIAL I
♦ A\ 9VDH
Mon. �1 ,���L0T 18 V I V I
TMP 76R1 04--D
REDFIELDS COMMU
ASSOCIATION INC I
COMMUNITY GROUF
D.B. 3267 P. 670
RESIDENTIAL
TMP
O�
TMP
TMP 76
�
LOT ._
I
LOT 17 �V � � ';I�-
'`. N
OT 16
LOT 25\, LOT 24
LOT 15
I 1 N
I
/ LOT 14
i c LOT 26
LOT 13 / f
% / r LOT 27
LOT 29 LOT 30 + e
LOT 28 ,-{,� / �I DE 6--21A�
I 1
LOT 12 LOT 38 �� ��' vd e t
., r '----- ` I � I D.B. 4722 1� 36 -
I - -_ ; ��i I I•. / REST ENTIAL\. „ I �I
I OT
II
I
I
. e
9 vox I " 7
Mon. LOT 36
�- u7y I
LOT 11 LO -�-- I LOT 37 I
1P0 LOT 35�
C,
I ♦ TMP 78-3-34 ✓v
1 L Cff 321 / /'" I - - -
'- '-- _ _ r l % � JOYCE OR WILBERT
-t. ` - - LOT 34 \ / / if ` ♦ W�NGFIELD
I
�r
1 OT 10 ICI ' A V vv ♦a D B. 1230 p. 628 p. 630�✓ s
LOT 33 1 vv\ RES�ENTIAL�
-51 "JV� . li / li ��I i. \ •VA e i ♦� /
,
<e
3-50
41 r % LIN)ITSOFTHE♦m `� \\ \ \
SUNNY DAY DAM /
F c -
-4 LOT 85,, % I INUIDATIONZONF%, 11 I. _ vv v /- ----- - A:
LOT 42 LOT 47 LOT 48 \
v-
-48 '
LOT 7 11 � \ / ' I: 'p
LOT 46 '
vDH 43 ,a 'LOT S.9j \\ �\
Mon. �LOI '`v \`, _. / ♦ f'TMP 76 01 A
J UNIT OWNER'S ASSOCIATION
y fj
LOT 6 " d� -- -'� °'I �� ',' / i OF PARKSIDE Al EAGLES
�/ _ _ '� ° a I LANDING
/ A I �
- w I RESIDENTIAL\
"�
OT 44
LO
y v
v v v
I QpA, nor^
51 II I
\ - % LOT
�i" P 7 4
�
LOT 4 r i� ., - r.'�� I�\J �I �� `� NEIGHBORHOOD
/ y �� �� DLO F _ " INVESTMENTS-JR LLC
Ir /'
t. A, !, ' �{7T S �.�i 53 / D.B. ern P. zzs v v
_._ AL
a
vA V A - i -
S
V ' LOT 5a WALL�T9iNIN6�
,r
a
- ' AX HT
VDH
1
Mon__ /' :�/ Q _ _ / A
VD KV
Mon
-- — 1
�.
�Cl �q ,
TMP 76R1-03--B
REDFIELDS COMMUNITY
ASSOCIATION INC C/0
COMMUNITY GROUP`. "•\''",''� / ----- - - - "
D.B. 2279 P. 410 \ A,�� �� `
RESIDENTIAL }` ) / r
l4` rA �.yV
�I
HIC SCALE
120 0 60 12 - -- 240
I Inch 1'0 IL A `. `',,•,��-,;, h � � - - __
�-zi `/1�
�I
ICOTT R. LLINS'�
Lic. No. 035791,n
06/07/21w�
�SIONAL EEO\
0
Q
J^
c
I..L
ZM
N
z
O
_ M
0
°
a
N
°
W N
°
°
v
WQ
�
z�
W
Z �
J
\
w
c
°
�/1
' n
V<o
`
z
a
Oo
°
J
s
3
Q
_j
o�
U
WW
°
°
o
W
z�
LLu
r
�
o
''�^1
VJ
V
o
W
z
z
Lu
Z L„
L.L_
JUl
<
w
z_
Oz
w
(n
\w
z
J w
/
°�
0
0
W
a
J�
Q
, ^
v
o
`o
�
O
z
O O
<
U
X
N
LL
�'
w
°
U
U
J
~
w
E
O
a
w
U)
°
JOB NO.
202198
0
SCALE °
1= 120 o
0
SHEET NO. 1 °.
I°
8
m
\\ LOT CG-6 CU //\/ \ \\ \ L _ ,/ { I I• w w m m w
�SCOTT R. LLINS`Z
I
LOT 8 \\ \ \ \� \\ / / — PROPOSED I / I I , w w
\ \ \ 20' SAN. SWR / •�• w w---"w Lia 06 07 217914
// EASEMENTS /I v i •••i 'I - li w .v �'p� I ��'�
. / i • i - - w w ZONAL �''
MATCHLINE -SEE SHEET so / �/ � , ' � ;•• � � I I � __--
\\
/
'i
I
L T \ / / • ` V P ERE MT
\ 4 / / LOT 48 t ,
vv vv v vv i vv� vv LOT 47 i 9�� / ,•'� I 1 w w,ll w w w w w w
I
--------------
/ • I
\ / / LOT �� i' ! \\♦ \\ I ///� / i \ II / Z
- — _ -
/ PROPOSED i. p
PROPOSED R/W \ \ \ \ ♦ \ / U)
A v v 1 �� / !� PROPOSED SyVMfASEMENT
20' STORM SWR
�\ ��/�'� / ��' �� Ai'�/i A v \ \\♦♦\V ; // i' / I �� EASEMENT I I �w�w a, w Ln
\\\��' /-/ '' w w w w w w O ti
OT 4 \ \ //- /� LO 9
VDH .,A /// ��/ A\ FVC1\ \ �� ♦ A \V� 5 /� I\ I 6 w w w w m w �I/
Mon PROP
\V /// // \ EVQ \ // \ ♦\V LOT 6 A �� �� // I TORMS / li II �i II m // w w w W m v w p O
\ o / // \ \ / / \ ♦ 4 ) r �� ,.. I � w w w w \v O Z U7
Ln
\ / / LOT 6 \ \ �/ \\ �\ / / -- � Ln
LU
LOT \ ,.-� PROPOSED X\ /?' \ • / �w/ w ., .m w w �, w w — �,.
V / //- // 8" DI WATERLINE •�
/ / \ \ // -�// //•' / \\ / W w w�_ W W I / w w w w w w w I"II Q I�
PROPOSED R/W
•10
. w W w W w w - w ,v w w w w ♦D
\\ /// // \\ \\ \ \\� //' /// / \♦�\\ •��• \, w.r� w w wl w w w w w I w .V w w w�
P /r j // // \ \ �•• \ \'ham I F v LOT �I
v
sV / / A A � A // '� � � / ♦ \ y /'-y W .. w w,/wI w � w w I w I � � f
$v i� �v ••/ / ,w �♦, v I ,/ /! Mon. � _ � 0
co
LOT 3 \ v/ '- // /\ ♦\ \♦ V •• w m v.A♦w \i/w w .-w w / s
PROPOSED
CG-6CU1�B \ ,� /// \ ♦ • �w w v- w / w .w ' w w w�� .v ,
11. - // / /\\ \ _._ // \ •�� n w y, w /i w �- w w w � ,i, � w wI w I O H�
/ / / / V A v... v ./ ♦ �•• \ w w w w w w w w w w w N
wI , N co
</ // \ \ ♦\ • •w w w w// w v� w w jv W w w y I Q
W W W W W w w W W W s
LOT 2 /> ,\ \\ \. ; \ .♦ 5 F \♦�\ w w //w w /w W W/W/ .v W / I ,, L
� � F h♦ v� y� w � w w w �� w w i J
PROPOSED \ n r• (T w \\\ \\ // / w d J
L4JT • v w v v / r w w ./ D H z
- / / v i A♦ A V w w \� w w pI U
\ / , / / / �\ \ x ��. \\ - / /" •• V ♦ w w w w w w/-,! ♦ �� i IVI ill / \ n .
\ �.// //�/ � •• ♦ m w Yam/ �' � n. / / _ � � i � ��
VDH �Ai // // / / \\; 1 / w w .0 w w - e O L IT ///�/ AV i w w /w w -w /, �� � L
Mon. �vv / PROPOSED / �/ A\ i• v V v /// w v �- w �Q(�� Q
8" DI WATERLINE \ i � i w -" w / �
\o v v �/�A/ \ w. �V / w w w w / �,, � ti SLU
G LOT
LU
VJUl0
i
i
'� // �i' ••�•\ G / L
ui
ui
EX. ROAD / / � �
2o' E/P - E/P ! /
W w V w \LU
LU
O Z
0 GRAPHIC SCALE 40 20
IN FEET )
I inch = 40 ft.
160
/ VDH � '
A I Cr
G S14 RIDGE
EXISTIN RS0
V Tp1pPARTMEN-TS
� PROPOSED
WATERLINE CONNECTION
TO EXISTING WATERLINE
N
U � W
J
ti
W W
W
U,
JOB NO.
202198
SCALE
SH'E
9
\AMA iCH INE -SEE SHEET .......- LOT 21 ------ •09 I �� ! �\\ TH OF
/
SCOTT R. LINSZ
'•eee V — — — — _ �i - �i �% VA`.. Av `'�w i' � v �V `\� V - _ _-- ----- I�-�.L- ` / �/ �, A // // 1 U Lic. No. 035791a
♦♦e - � / \ � \ V_. \ ®a••v f " V � A _ Jai -_ ' i / I \ // /� 1 � "d 06/07/21
/ PROPOSED
�• zo'SAN.SWR
v ••• ` v v A-� - EASEMENTLO
/ • //
I
•• \\V -- A �// //•/ 1
// �� \ ` � i y -- -PROPOSED PROPOSED
. v v - CG-6 CURB /
8" SAN. SWR/' / •
Oj
I
7i / ` v •••• ` v v• ` v v v v / v
o
- _ r
f � I
��' / eee•• \ A\ ` \. \\ �� ��" O EVE /`/ \ _ I I� z0 (n
• . \ ` LOT 1 `
•` i/ •eee v vv v��v �� vv A�v CR�SpA6��� IRS / },L 0I (�� > m
Lu
• M
e♦ \ \ \\ PROPOSE LOT 2 I I I r
// / e • \ `\ �� \ \` \� CG-6-CURB i�f "�- ��wV A\ \ V r / 4
• i � v � v � � ., " <.. � i � LOT 25
i % / e• _ A V LOT 1 k
♦♦
PROPOSED
iv �i, 8" DI WATERLINE
1 ` \ V ` // / -
/ LOT26
/ LOT3.4 `/ I '
• / i •I
r
T�-
♦ \ \
f i
I
• A v v P V / ` I / I I 1 • /n m r
M
i
�
•rn
/
LO z7
� ✓ a �� /ii ,A\ / _ / ( ' / CN
LOT2 I I / 1 / �/ I `V • I ��rOO �
LOT 13 / ./ // 'I � •_.L^ ^r '/�:/r'/ � /u ,\ � r 1 _ \ //// _ /// // � , I I I / ' �
v LOT 28
L o
l I � / F/qa , r v / I / I � � ••` � � N
PROPOSED
TORMSWR
CI
f // ♦♦ �OT12 // / LOT 8 •� v �� %— I / I I ,120'SAN�WR ��i j I.
i
• � 3 It _.. � / P03E — I I EASEMENT �� � i � I I � � � W
PRO D
vJ
r%f 8" DI WATER I�JE v v - / / �i � L � i W
R v r' ¢� n '5 ' �� '� i I � V
♦ / j r i " �1 ♦ \ / A
I r
I s I
CL
a�♦ ' // ' "' / `�III I '(. / PBRO III I I I A\
L(€D( R � I
I
ui
L I
I 1 I I \� I I _ _ _ --�
LOT U
PROPOSED-- - -��
"♦ i ' -- �� - - F ` aCZ
-
-__ _
- L CG-6 CURB �v, v
PROPOSED
v
---------- -- 0'SEAqRMSWRSET/IENT 11 EX. �o' / / Lu
I- Z
--- ------ - E — I I�
----- - r Ali III I I I 1 v w M.
-
0#44- - --- II
-- ------
i
I— .� LO II
O I , I `
ee♦♦♦ 1 i -- ---- -- �-. I � I i : � � � - _.� —___— -- I i II T II i II I II � i I i � / /: LOT � � � � ee♦ � /// I
eee •+ 1 / ' r / _ I ------ _—_ I - I I 1 / / /\ �` I ♦♦ //� , ~ L ' n
-- LOT 36 �� �w �I te♦ // ' �/
� r I I � I I I ✓ I I I I �/ _ v y fl / /
U) LL
LOT 10 LOT PROPOSED
' \\ � V I I I L" 35
8" SAN. SWR L LOT 34 II v v j A %
\ \
4 I � l I I III I I � / I' /', •./ I � Lu
�� mil A A II i vv II i I I i II I C I I� I /� � f/•iei I I
f
f
Oc:)
\ f
PROPOSED \ \ ` ' I f I _ _ r I \ •� _. U H
V LOT 9 CCU-6 ���� V l Il I'i •* A I w
ice. K� A AV �'� A / / ' II .♦ I �, K Z
T41
f
3013 NO.
/ I
\ r � A x, A � -� / - ' _ - f i � I / , ✓ - V I •` _ _ {(gyp
\ 40 v GRAPHIC
Rv �PHIC SCALE
' �I ----- - - -- -- - - - _--- _
eeet �1�� SCALE
PROPOSED
20 40 80180 LOT 8 / I1
2'SAN. SWR 111
-4 O x
`v �(1c,1N1i i�0- ,,' y :. '.. v \ • v / I �f ,' / ; ? /�� / ,, / f�// r /I / /'
II .•�I I,��,. � I � ,
_ SHEET NO. TCHLINE SEE SHEET g �o 10
TH �FG
\\ ---- - - ------ _-= _ - O-4-7-6--=---- __ _ - - _ — ---- - o
SCOTT R. LLINSZ
Lic. No. 035791,L�
06/07/21 �4
— — --- —
�01 1onxc2
--- _
C ulvert
�' -_-- -- __--__ - _-/���_ -I �_ _ ___-`-\\♦/, i�W WI/0 W conc. W w \Wslo
b
I - _r / /
�;../r\ wWwWW iw wWIWWW W"`{{{���WWWWWWWIWwWw O W� I
-_ � � - - - � / / / _ / / / / i / .` \ / l / / / - \ \ _ - - I I - � / i / ♦ \ \ \ � \ .V\ W W W Wu W W iL W W �W -4- �i W , I Cl1
- -- _ � � _ .• / -/ I � / ', �,I�\ \ \ � I I \ �/ / ® ; 06
--( - (- \ \\ ! \ \ I \ ♦ I I \ \ W w W w N w W W W W W I W Z ~
Of
/ i _ / � ,l v ' � I I I� � / v / � ♦ y I �.I - W W I� w I W W W � W W�
I
I� V A , V I III 1000/YYY / ♦ \\�\ �\ �\ W W I W W W W W W W W V d
,I \ \ ,, / -- ___ I II I ♦♦ W W W W W W W W WQ Z
\ ( - V__
-----_-___--- -- I I � \ �-- \ J IILOT 61 � y \\ W Wlw WI W W w W W W W W w a W Z Uri
\\ I _ \ ` \ \ - --= -. -��___ _ \\ / _ I 1 \ / I ♦ W �w w W \ W W W I W W W W W W O >
_-- ---- -_-- - �` ,� -,--LOT W W W W W W W W W W
v� OOI I
of jr)
will
OT 66 \ / Y, / ,/,, /\ \ - \ \ i I I I / I ♦ I \\ I W /V W W W w W W W
LQT60Lu
v CC
II II I // �/ ♦I ! A v ��
�
v v \ // - �V ` v� /i / �// V wv\ \ III III /� �/ ® I ♦ I /i �11 v �� 1, I --w �� W W w L
I
oG
PROPl
\ / ♦ \. - ! vv // // / /// ` �// / \y III' J / A 1
\
PROPOSED // LOT //.=/�� \\ wv _ R /�7� �� II IL
8"
8"SAN.SVVK' �F /�// A_ �� --- f A \1 II v °`
PROPOSED
I
/ X6 SAN.SWR / <" \� I A I
lo
EASEMENT // / / - - — T 59 0
LO
/
1 � '
- - - - ✓ / / /, LOT 63, cc_-6Cu�ze
\ m v y
EpGE PAVEMENT
10
I / W
A _ v A`.I - Q• V A V /. / / PROPOSED INi - O� '3 - I A C'�
M �1
i
\ i RIP I�2AP -RSCK WALL u
_ __ � __ - \ v - � � - V v V _ / � /
W W W W \w\ W\ W w Vi A _ ` s _
-
\ / /'/ / v / / P - A V / W O �� a
// �, ]O I \ ;/,� /� OPROPOSED-- - \- ,./ / .. . \ \\� � \ �\ / RIP RAP � �
O O o
LW /O O LlIN -
8 DIVA TERLINE `' / \ ,' _, \
� OF PAVEMENT � a
v(
-- - // // L _ . _ ' " - 4-�I- • ii /TA \��\ 'V �\_ �- �_ "y V / ��� i / / r / / ,. ' / S / / /-./ / ® " / I I i/l //I / /// �\ PROPOSED
ORMSWR
S1/y11►�/ v
W
LU
s_ I I I I \ LOT 1 C
U
\ W W
w�w �_-W w w w w w �: �w W W �w vw \ / A < - - ♦\ 1 A ♦ A //� v` A/ , - c
�/ \ W W �\ W W W W W \ a W W W W \\W \ / / \V� / - - J ..- - A �� \ \ \ r✓r \ i / b --- Uj
\V
LOT 2
V`W W W W W W W W \ ` Y \\ �/� \ \\ PROPOSED
_♦ SW EASEMENT \ // / W I , Q J J
PROPO A VA A� \-_ \���A / ���� I✓ W w W W a
LU
CG-6 CUR ♦ \ -. \ -- -- i - \--- '-' \ \ \\/ � , :NJ / /
_ I V
\ - -
1 /
Ilk
06
LOT73 v�__ - a ` ` -- — - �li��� /
_
LU
W ,.W W W W � W \W \ W W w W W W W W � s W W V� � _.� •. �e W 5y �. '� -1 �-�
ml D >_
'�- ___. -_ _ 11\ \\ --__ .. _. - _ _ / VJ
jI1\ - - �- ' - -
6 W W W W W � . e .✓ 'W\ W W W \ W W W \V W \. \... �, \ \ \ r \ EST'^ ,, , ; .. it - __ `\ i t� '� --_ _ . -_ - ". ` Ul
C
V Q
\ a '{, W W W W W W O W W W W W- W W W W W sV T• - - --
\-- San.MH� — — _ LU
VV
W W W � W W W V ". \W W Vt�4- - VL � � W W \W JG \ W \ s' \ � W / / ETw � � - �• -� �� � W __1_'i W W W W W W I I � LL
1 \ �w W W IW W W W /W y W� W W W W w `W \N•\ W�\W \\W \\ s\ \ W, / W W W/
W W W W W /W
W�-,w
\ ,
w\ W W W W w W W W w
N�
57�_'1
♦♦ ♦ ht�� ��W W�\W `� � \ \\W \\ W W \ \l C
♦♦♦ W W \. W '� W \W�W W v\ W \W W W W W W W W W
♦♦ W \� W\ � w\ W `k W W � W\ W W W\\W W W W W W W W�
♦j - \ W `A W -\ �W W � �P. \ W W w W C\W\ W w W -%� _ W W W W W
e♦♦ V'\ W \ \ �% v \W w 1'v w\ \� W W \W V � v
���??? •' w w VW W W W�-Jc W W W
♦♦� � w W\ W\\ AV w W\, W� v \ W W \ �-�^Y-_W W W W\\ W W
GRAPIIIC SCALE
♦oho 0 20 40 80
e452
Nil
\
♦♦ W W \ W\ \W W W W \ W V( \W W W W W W W \ W
,\ w
W
--
-
W / /
.�. / w mow, ' ••`�♦t���a�laaa�l Ns�uuu�•-r1.♦•.�
Y• /WSW.' .V .V w - -� ••♦. r---�\\\ \\N--, IN
♦�
\ — � ♦.•' III \\\
l
•®WATCHLINE - SEE SHEET io�� � I LOT 21 1i
Z /
0 G
J
LU
C
LUa
Vr n
i
C
(D
z
a
0 0
Q
a
N
0^
a
V
a
W C
U
U
W
J
ti r
~
w f
d
W
n C
— JOB NO. a
202198
v
v
SCALE
C
C
1" = 40' ` v
\ c
SHEET NO. 1 c
GENERAL CONSTRUCTION NOTES FOR STREETS
ALBEMARLE COUNTY
GENERAL CONSTRUCTION NOTES
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE
DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE WRGINIA
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
DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR
REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE
APPROVAL.
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WiTHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY
2 ALL MA7ERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS
THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TiME OF
J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR
APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,
DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT
GRADING OR 07HER CONS7RUC77ON.
TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C).
5. THE MAXIMUM ALLOWABLE SLOPE IS 2.' 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.
OBTAINABLE, LESSER SLOPES OF 3.-I OR BETTER ARE TO BE ACHIEVED.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL,
6. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION
SHALL BE STRICTLY ADHERED TO.
OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE
DRAINAGE CHANNEL.
PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
7. ALL 7RAFFIC CON7ROL SIGNS SHALL CONFORM WITH THE WIRGINIA MANUAL FOR UNIFORM
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE
TRAFFIC CONTROL DEVICES.
8, UNLESS 07HERWSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS
ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
Ill.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY
9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WiTH OSHA STANDARDS
ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
FOR THE CONS7RUCAON INDUSTRY (29 CFR PART 1926).
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 CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR
GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY
ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED:
INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WiTH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOTI.
OR COUNTY INSPECTOR PRESENT.
INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ROAD NOTES
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING
COVERED.
GRADING:
III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF
ROADBED BASE MATERIALS.
TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
v. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS,
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND
SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED
OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED.
PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
DENSITY AND MOISTURE resrs AND THE PLACEMENT of A PAVING COURSE As sooty As POSSIBLE.
DRAINAGE:
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT.
THE FINAL INSPECTION.
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)
vii. THE CONTRACTOR 15 RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO
INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE
EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
NOTED ON PLANS.
viii. FAILURE OFTHE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO
TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING
A POINT DEEMED AS NATURAL WATER COURSE.
ELIGIBLE FOR STATE MAINTENANCE.
PAVEMENT:
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV
VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF
CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED.
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR
TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE
COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE
PUGMILL REQUIREMENT WILL APPLY.
5. ROUTE 20 PAVING MUST MEET THE EXISTING SECTION AND ALL OTHER PUBLIC STREETS MUST HAVE AN APPROVED PAVEMENT DESIGN PRIOR TO
INSTALLATION OF THE STONE BASE.
EXIS
GROUND
EXIST. GROUND
EXIST. ROUND
EXIST. GROUND
R
IW POINT OF - .r IW
FINISHED GRADE BONE-9EPARKING RONLY
RE
(WHERE IMWCATED ON
1/45Y TREEET SURFACE RAN sxET.T) S TREES f/4 : 1'
1/4 :O' 1/451'
7
4"AOT 4"2WOT
4" YDOT 21A BASE CURB & S
STONE BASE BASE CURB E SAE
SIDEWALK PLANTING STRIP TRAVELWAY ITTER SUBBASE TRAVELWAY GUTTER
PLANTING STRIP SIDEWALK
i' 2.5' 2.5' 12.5' 1'
TYPICAL NEICHBORh'OOD STREET SECTION (6-4, R/W-
TYPICAL PUBLIC STREET SECTION (CRESPI BLUFF DRIPS, PAALOU COURT, BALBOA COURT, SIERRA DR(PE Ct SOLANO COURT)
4" CONCRETE
SIDEWALK
4" MOOT 21A
STONE BASE
Cb=-SSAB RESIDENTIAL & A(IXA'D USA' SUBDIVISION STREET DA'SICN .SPEA'D.' 25 LPN
PAI ONA' SIDE ONLY
NOT TO SCALE
NOTES:
1. SEE PAVEMENT DESIGN CHART FOR ROADWAY DEPTH REQUIREMENTS.
2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND FIRE AND RESCUE
STANDARDS TO ALLOW ADEQUATE WIDTH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS. FINAL
ROAD PLANS TO SHOW THE LOCATION FOR THE NO PARKING SIGNAGE ON ONE -SIDE OF ROADWAY.
NOTE: PROPOSED LANDSCAPING TO
URLIZE OUTER 3' OF PLANTING STRIP
PER 3' CLEAR ZONE REQUIREMENT
CG-B
CURB & GUTTER
CLEAR ZONE I
2$
6. PLANTING
STRIP
2%
4" UD-4
1NDERDRAIN BASE
-4 12'
BIKE LANE (TRAVEL LANE)
POINT OF
CG-5
FINISHED GRADE
CUR@ &GUTTER
3'
ONE
SURFACE
2R'ANTING
4" UD-4 UND
GRAINTRIP
t
SUBBASE
2'
q6
BIKE
-
(TRAVEL LANE)
36' F/C-F/C
61
FUTURE CONNECTOR ROAD STREET SECTION (61 ' R/IYJ
R ONLY TO BE DEDICATED TO PUBLIC USE
CS-SSAR RA7SIDENT14LL & &IXEO USE SUBDIVISION STREET DESICN SPEED.' 30 jVFH
'NOTE: 1. UD-4 UNDERORAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF TRAFFIC ON THE
PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD.
2, THE ROADWAY FOR THE CONNECTOR ROAD IS NOT BEING CONSTRUCTED WITH THIS PROPOSED
DEVELOPMENT. THE RIGHT OF WAY SHALL BE DEDICATED FOR THE FUTURE CONSTRUCTION OF
THE ROADWAY.
4" CONCRETE
SIDEWALK
EXIST. GROUND
EXIST. GROUND
•
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
�1111111111111111111I
L' I�•'4•I••Y..•I••Y..• IIS
••Yy.,•
11 \•.:.\•.:.\•.:.\•.:.\4
�l�u\i�� �u\i�� �u\i�� �u\i�•
• •
•
PROPOSED 1" SM-
OVERLAY
EXISTING
PAVEMENT
EX. STONE
SUBBASE
ASPHALT PAVING - MILL/OVERLAY
NO SCALE
THEIR COAT THE PROPOSED
CONSTRUCTKN JOINT ERSTWO ASPHALT LAYERS - PROPOSED ASPHALT LAYERS
EF4TIN0 WEBNE PROPOSED B... E
----------- ----
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO BOOSTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM IIf WCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
W MINIMUM 12 NCIES� ON GREATERA9 M:CESBARY TO MUT THE FULL THINOf E%ISTNG ASPHALT LAYERS
A9 DETERMINED B COPES IRE NOTE 31
NOTES,
E ASPHALT PAVEMENT WIDENING SHOLL HAVE A PAVEMENT DESIGN N ACCORDANCE WITH CURRENT NOT PROCEDURES AND BE *PROVED BY THE ENGINEER.
2J THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WTDENINS SHALL MEET ON E%GEED THE DEPTHS AND TYPES OF THE LAYERS OF EMINC PAVEMENT.
SUBSURFACE DRAINAGE OF TIE ERASING AND PROPOSEP PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DEMN.
]. A MAINW ON THRSE CORES SHALL BE THEN ALONG THE CENTER OF THE ADJACENT TRANCE LACE TO DETERMINE THE TYPE AND FITTINGNESS OF EXISTING
PAVEMENT LAYERS THESE CORER WALL WE SPOCED WHO MORE THAN S00 TEST *MT,
4. THE ADJACENT TRAVEL LACE SHALL BE MILLED A WIN" DEPTH OF 1'/ INCHES AND REPLACED WITH ANASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAYMENT WIDENING SURFACE CWRSE.RMESS WAVED V tTAVE ENOSAUR.
5, THE ENGINEER MAY REQUIRE THIS MILLING DEPTH OF THE ENSTINO PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAYMENT CROW -SLOPE
AND EFFECTVE SURFACE MAHAN.
W. EXISTING PAVEMENT MARNNOS AND WAIVERS WITHIN THE PROJECT UNITS SHALL SHE RESTORED SUBJECT TO THE APPROVAL a THE ENGINEER.
). FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE IE04NEMEMS OF SECTION 315.05(R) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STNANHTEDGE IN ACCORDANCE WITH TIE REOUREMENTS OF SECTION 315,0700 OF THE
SPECIFICATIONS.
ASPHALT PAVEMENT WIDENING wE:E
REV nAD) FOR WIDENING SUBJECT TO TRAFFIC 303
JOS.Ox VNRONA DEPARTMENT R TRNSPORTATON 310
201E ROAD & BRIDGE STANDARDS
SURFA
BA
ASPHALT PAVING - EMERGENCY ACCESS ROAD
NO SCALE
POINT OF
C/L FINISHED GRADE
114":1' 114".•1'
U' �1G'
(TRAVEL LANE) (TRAVEL LAME)
- 20' E/P-E/P
D' ACCESS PONT
TYPICAL EIifERCENCY ACCESS SECTION - 20 ' ACCESS ESMT
BICYCLE/PEDESTRIAN/EafERCENCY ACCESS ROAD)
15 dfPll DESIGN SPEED
NOT TO SCALE
GO H
NOTE. WHEN A PEFESMA, ACCESS RWTE
�- CROSSEDA COMERCNL FMRNRCE
TH: GROSS sLWE SHPLL BE 2x FOR
A WIDTH OF 5 FEET,
j
I } I AT-] AXSTNEET *PD E SAFAauc
I RADNs TO B[ AS C A5 MAINLINE ROADWAY IEEE MT !A
GENERAL NOTES
SHOWN ON PW161 q
WALUs ro BE IS
SHOWN ON PLAID)
L MEN USED w UlyuxI WIN ST.. CG-J
GR CL.) TxE LIME FACE ON TH6 sFAHDMD 6 To
BE TO MATCH THE MOUNTABLE CURB
IL
M-2 MR CD B
HOURTED
LFIDIIPANN.
/
IEEE MOTE ` _ _ _
2. SEE STAND N4T CG R FOR CUR RAMP DESWN TO BE
pE
NEED WrtN TINS S1pHOAW.
IB YELX-$WMx-
NOTE 51 z LPHI.NAF UNPAVED SPICE
J. MUMME PAVEMENT CM TO THE
y, FLOW LNE
- - ____ }---
LINE (EXCEPT ANY SUBGRADE STABILIZATION
B R
E�N19ON
FE W WHICH CAN
EWAPED FOR MMUE PAVEMENT WHICH CNR E
KNITTED IN ME ONLAMCF)
EXPANSION
ASK
4. R.b1N CIA B OR COBNATION CURB AN BUTTER
--
xOTE: wDTx -B" f•-D•• aR as WH.INE CONWAY
SHNL ANTE CONSTRUCTED BEYOND THE FIW LINE
EXCE➢T FDR REP ASMENT PURPOSES.
SHOWN ON TYPICAL SECTIEN. A �m
PLAN VIEW
ENTRANCE NOTES
S. WHOM THE ENTRANCE RADII CANNOT ACCOMMODATE THE
TURNING WOUREMIIS OF ANTICIPATED HEAVY TRUCH
M EE HEADWAY P
MV SILOS
TRAfFC THE DEPTH FOR SIDEWAIK A CURB RAMPS
MATHM tK LNITS 0r THE .11.L0 BE
10' PA9ABOLIC WOVE (FNTRMICE bBY,
MLPE/Sm To 7S COST CG-UI
ME OF PAVEMENT OR
oPTow1 Raw uE
�, , C,WICE - p
m - -
•. P.WE Arc To GN WHEN MNSTRU CTInx ,S A FWW
MWALNF ROM)XAY
_
_ _ _ WE
-' _ANTE )1
,%ATE
D i] FROVpE I`o51nVE DRAINAGE ALPD55
LNE IE ENTRANCE
THE EMRNCE,
BR NAX. ® 0
), THE ttSRABLE AND MAIUMM ENTRANCE GRADE CHANGES
ERADE CHANGES�'-
o
D" ME L6TED N HE ALLOWABLE ENTRANCE GRACE
TABLE. THESE VALUES ME NOT APPUCABLE TO STREET
caNEcnaxs.
IRS m'ur•uM FOR
COLAIfNDAL ENTRANCE
INTERSECTION VOTES
B. WHEN CG-D IS USE, FOR STREET CRNEO. THE
0 MNBTTKT ONWE CHANCES WRH 1 PMANuc CURVE.
WNECTICN MUST BE IXSICNED IN nCUUINR WITH
WHIG POLICY ANO THE APPLICABLE REWINEMENTS
SECTION A - A
°s1iHT asiDMi¢ ANI °CN VA_UE RRES INMENN�c sTaPxc
CF
V. OPTIMAL FLOWLITE NAY RREQUIRESNTIVA
E POSITIVEE MANAGE
MUSLINGn VJROF 1TE9 TD REQUIRPO
B
.ALROSs THE INTERSECTIML
ALLOWABLE ENTRANCE GRADE CHANGES
Ws AT
�
CR4ETEAss• .
SECTION C-C
NOTE, ALLOWABLE ENTRANCE GRADE TABLE 6 NOT
*PLICArl! TO STREET CONNECTIONS
SPECFpATVR XVDOT
REFEENO METHOD OF TREATMENT
Ron Mn e90cE sTANDAMs
mz (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REN904 DATE $IEET OO 1
SP VRRNA DEP.WTMENT OF TRAANRTATIW .1. 2N1.DA
201E ROAD & BRIDGE STANDARDS
CC-4 NOTE=COMPONENTS OF CUB RAPS DONSEY OF THE FOLLOWNG
CURB WEN REQUIRED (GN,AR URPOR M 3 A INCHES. FEET)
E AREA IN BOUNR vMp51
GENERAL NOTES: GETECTABLE WARNING WISACE AREA IN SQUARE YMDW
1. THE DETEMABLE WARNING SHALL R PROVpED BY TRUNCATED UWES EACH OF THE ABOVE ITEMS 6 A SEPARATE PAY ITEM AND SHOULD
2, 3 TELIABIE WAPNNL SNLLL BE FROM THE MATERIALS *PROVED MY FOR BE EUWARRED FOR EACH CAB OUT WHAT.
OETEClMA WARNING SUFALES. PROWCTS HOT USTED SHALL MEET SATE PNP 12:L IAAI•
WARNING
SURFACE
(IT THE SPECIAL BUTTEDPROVISION FOR CO-4 DETECTABLEAND ea uN
W*Nwc E IFN S AND sx OP BE SUBMrtTFD To THE STANDARDS ND
SPECIAL REpN SECTION TOP MPPOVAL.
!. SLOPNC IRS OF CURB RAMP MAY BE POUND WNGL17HILMLY WITH HALF 5'
FLOOR BY DEAD PERMISSMLE CONSTRUCTION JOIN WITHEGU SO BABE,
4. IF RAMP FLOOR 5 PRECAST. ROLES WBT BE %NNDEO FOR DOWEL BARS 50 B
THADJONING FARED IRS CN BE CAST IN PXE MTR PLACEMENT OF M'1 MAX
PRATLEAST FAR FLOM. PRECAST CONCRETE SHALL BE CLASS A k
s. REDNNEO BNB ME To BE W. s X B" PLACED 2CENTER To CENTER MONO TYPE A
BOTH DOES OF TH[ RAMP POOR, MITI OF RNF FMOR. MINIMUM PERPENDICULAR
CONCRETE OVER
Yh
6. CUB / CUR IN PWITTERAYMENT
OR C TRANSITIONS MRSS ADJACENT TO CURB RAPS zm-
AENCLUEPD IN PAYEYi fOR LUIR /HERB MD WTifR.9MMT. BY THE MPTS DRAE q I0 WE THEY AE R'ToDHE PROVODO ATS SHOWN ON THE PLAN OR M NTERE CTIONS WIERSHI ND
N THE
RWTE WITHIN THE RIGHT R WAY R A MGHWAY FMJL17Y 121 MA
CROSSES A CUB SONGLESS OF WHETHER SIDEWALK Is EXISTING PROPOSED,
pR NONEXSTENT. THEY MUST BE LOCATED WITHIN PERSTRMA ORIiSSWANS
AS SHOWN ON KNE oR AS MOVED By THE ENCNEER NO SHI HOi
TYPE B
RE QArm REMIND VES ETC SACC WLI FxRrxc ucHT PREs FNF
HYCPNTB DROP TABLLEMENTSE' ETC. AND
SUP LE RWTB FROVIDE A ID WINING PARALLEL
UNCBSTRl1trE0 si/DLE, iIgM NO SLIP RE5GINT PATH CONNECTING AL
AND USED By HEIDEGAHNS. FACILITY THAT LN BE APPROACHED. ENTERED
i# 2'AF1Nn�AUAAc
W THE C RB BE PLACED ON PODIA IN TANGENTIAL. F THE CR SSWAA THAT H A :vSiN
THE CURB HE
5 PLACED WRxN THE THE C OF OPENING
ING IS
NO TL:1� 0"
THAT 1NE SLOPE AT THE CONIECIIW OF THE CURB OFENNL IB HIM
Y
PFRPEMXCDLN To il£ CVR. B.
R TYPCA CONCRETE =EWAN 6 4" THREA. WHEN THE UFFHNCE RACHOMP OF
ACCOMMODATE THE TURNING REOURMNTS OF ANTICIPATED HEAVY TRUCK
TRMFIC, REFER TO W NOARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4-MIN X . Y' NBNER THAN TRAFFIC) FOR CONCRETE DEPTH. T ME OF PAVEMENT
10. WTCUB RAPS NE USED R CONJINEMN WRH A SHARED NEE PATH ` AT XX . ]NE AS TOP OF CUR EN
THE MNUDR THE E M WIDTH SHALL E WIDTH THE SHAREO UPATH.
B. WHEN ONLY WE WEN RAMP Is PROVIDE FOR TWO CROSSINGS 101AMNNI TYPE C
A 4'x 4'LADING AREA BULL BE WRONGED TO LURE P A wxEELtxuR PARALLEL 4 PERPENDICULAR
MO THE CHEBBWLN WRHWT GOING INTO THE TRAVELWAT, TH6 4'II 4'
LAN G AREA MAY EXPLODE THE BUTTER PAN.
4. ALL CASES WHERE CURB PAPS NTERSECI A RNL SECTION NI TRUNCATED DONE n
LINWARG n ENTPNCE9 OR STREET CONIECTp16 THE OETECr0.2E ,y B'-2' -
1gMEDWAaSAASSFRE�CWMNOED SMALL NAVE
ATME'OTORY WNUFACTIIRER TO MATCO a 0 0 0 O D
THE BACK OF CWB. O O O O O O O D O ISO
111
00000 0000000 7
LADxc RAMP 0000000 o 00 o 0000 la
D 00000000000000
o o o a o o o a o o o o a a
5 Ili 000000000000 a 00
OOOOO D000000000
EEETECIADLE WARNING d
Ar BMo OF Wqe
NOTE 1z4" VARIABLE FUWIDTH OF RHUMANR-COR
S. LL
PAY uMRs
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL DETAIL
XVOOT CG-12 DETECTABLE WARNING SURFACE REFS �I"
RDAO AND MRIOOE STANDARDS
SHEET 101 s 1 REVISION DATE (GENERAL NOTES) 10s
20T.05 olio VWGNIA RPMTMEM OF TRN9'ORTAFON BOG
(VARIABLE WIDTH)
NOTE: CONCRETE SHALL
BE 3000 PSI AT 28
4" CONC. DAYS OR STRONGER.
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
CB-F
NOTES,
1. THIS REM LAY BE PRECAST OR CAST IN RACE.
2. CONCRETE TO BE CLASS AS IF CAST N PLACE,
4000 PSI IF PRECAST.
OF 3. COMBNn CURB E WTTER HAVING A HMO
SH OO PAID AID ON R SAS RADIAL COVERAGE*
FACE OF
CURB E GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED MANAGE
LAYER, THE BOTTOM OF TIME MISSM GUTTER
SBy,L E CONSTRUCTED PARALLEL TO TIE SLOPE:OF SUBBASE COURSES AND TO THE DEPTH OF
THE PAVEMENT.
B. ALLOWABLE CRREHN FOR THE USE OF CGHS
IS BASED ON ROADWAY CLASSIFICATION AND
R TEN! ROAD SPEED AS
MHANUIL IN �CCTAIOF
N
ON GS MGM STANDARDS.
D,
• r r
• D D
----,------,
A
OFCONCRETE
THE CONFRACTOR
REFERENCE
COMBINATION 6" CURB AND GUTTER ROD AD 9800E STANDARDS
ffi REVISION DATE SHEET 1 OF 1
BW VIRGINIA DEPARTMENT OF TRANSPORTATION
1 THIS LEM NAY E PRECAST OR CAST IN RACE
2. GOING ETE TO BE MASS A3 F CAST N RARE.
4000 PSI F PECAST.
3. CURB HAVING A RADAR R 3W FEET ON LESS
ALONG FACE R MIND WILL BE PAD FOR AS
RADIAL CURB.
4, THE DEPTH LE CURB MY BE REDUCED AS MUCH
AS 3- (W DEPTH)OR INCREASED AS MUCH AS
S' RIG'• DEPTHS IN ORDER TEAT THE BOTTOM
DE CURB WILL CONCE WITH THE TOP OF A
CWRE OF THE PAVELIENT 9RSTRUCTUE
OTHERWISE TE DEP N IS TO E 1W AS SNOW*
NO IQIUSYIENT A THE PRGE MIS TO E MADE
FOR A DECREASE OR AN INCREASE N DEPTH.
5, CG-2 6 TO E USED ON ROADWAYS MEETING
THE REQUIREMENTS FOR CI AS SHOWN N
APPENDIX A OF THE VOOT ROAD DESIGN MMWJL.
IN THE SECTION ON BE I.WRN STANDARDS.
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
105
502
STANDARD 6" CURB
VIRGINIA DEPARTMENT OF TRANSPORTATION
ROM AND BRIDGE STANDARDS
SCOTT/R. CT,` INS
Lie. No. 0357911�
06/07/21
z
O
in
f
m
U)
z 17
O
a
Z V g
w z
O z W)
z i
0 5
r1 MAi in o
VI � Ln
H �2
a
Lu
Lu
6b a
W
N
t
I\
Z M
cM
N
� M
N
W�
N
N
W
W
ZJ
J_
w
LuO
J
z
U
WL
W
ul
Zui
�
/I-
LLLLLLLLLLLLLL• v )
Jw
Q
O
O
N
rA<'
E�
z
0
I --I
V / N
D)
0
H� n
D
n
T
I-HRI o
® o
N
o
C�
O C
=L
C
G/' O �
0 L
r ^ o "
V / n
z J
E1
5 O
U N
o "
IHH-q w '
-I 0
W 0�V\
W U
3 a
0y
/1 F n
V 1 G) I
WN �
O O
C �
T'
z�
(D
Lu Of
Z
W 4
w,
z
O w
Z �
J
cc
W
I
C)
0
ESE �
zN
U
Xa
N ,
N I
wI
V 0
W a�
J ,
{ , F C E
F N
111 W j
I--1 W U ,
d In
JOB NO.
202198 0'
y �
SCALE o
a _
AS SHOWN
C
a
SHEET NO. o-
N �
12 N'
N
L �
H :