HomeMy WebLinkAboutSDP202100023 Plan - Revision 2021-06-29o,
SDP 202100023 DUNLORA PARK PHASE II
GENERAL NOTES
OWNER/APPLICANT 06100-00-00-165RO
DUNLORA INVESTMENTS, LLC
455 SECOND ST SE, SUITE 400
CHARLOTTESVILLE, VA 22902
ENGINEER: COLLINS ENGINEERING
200 GARRETT ST, SUITE K
CHARLOTTESVILLE, VA 22902
(434)293-3719
TAX MAP NO.: 06100-00-00-165RO (DB 4967 PG 169)
TOTAL PROJECT AREA: 8.62 ACRES TOTAL (PHASE I = 7.60 AC, PHASE ll = 1.02 AC)
ZONING: R-4 RESIDENTIAL (BY -RIGHT) - NO PROFFERS
AIRPORT IMPACT AREA (AIA)
PROPOSED USE: PHASE l -
16 SINGLE FAMILY ATTACHED UNITS AND
12 SINGLE FAMILY DETACHED UNITS
PHASE ll - 3 TOWNHOUSES & 3 SINGLE FAMILY DETACHED HOUSES
REQUIRED DENSITY. 4 DU/AC CLUSTER DEVELOPMENT
(NO MINIMUM LOT SIZE)
PROPOSED DENSITY- PHASE I - 28 UNITS
PHASE ll - 6 UNITS
TOTAL - 34 DU/8.62 AC = 3.94 UNITS/AC
OPEN SPACE. • REQ. 2.16 AC OF DEVELOPMENT AREA (251-.),
PROV.• OPEN SPACE A (0.05 AC) + OPEN
SPACE B (255 AC) = 2.60 AC (30.2%)
0.98 AC OUTSIDE CRITICAL SLOPES AND SWM (38% OF TOTAL)
THE OPEN SPACE WILL BE DEDICATED TO THE HOA FOR PUBLIC USE
BUILDING HEIGHTS. MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35'
NON-INFILL SETBACKS. FRONT. 5' MIN AND 25' MAX
SIDE: 10' BUILDING SEPARA77ON
REAR: 20' MIN AND NO MAX
SUBDIVISION STREETS: PHASE I - CURB & GUTTER (PARKING ON ONE SIDE ONLY)
PHASE ll - UNITS FRONTING RIO ROAD & DUNLORA DRIVE WITH
PRIVATE ACCESS ALLEY FROM VARICK STREET
WATERSHED: THIS PARCEL IS NOT IN A WATER SUPPLY PROTECTED AREA -
SITE DRAINS TO MEADOW CREEK.
AGRICULTURAL/ FORESTAL DISTRICT NONE
TOPO & SURVEY. TOPOGRAPHY AND BOUNDARY INFORMAT70N PROVIDED WITH
ON -GROUND SURVEY BY CARDINAL SURVEY IN SEPTEMBER 2016.
NOTE: TOPOGRAPHY HAS BEEN UPDATED FOR PHASE l LAND
DISTURBANCE. TOPO VISUALLY FIELD VERIFIED IN MARCH, 2021.
DATUM: NAD 83
EXIS77NG VEGETARON: PARTIALLY WOODED WITH EXISTING RESIDENCE STRUCTURES
LIGH77NG: NO LIGH77NG IS PROPOSED
PHASING. THIS PLAN IS PHASE ll OF DUNLORA PARK (SUMMER 2021)
RECREA770N. 2.60 ACRES OPEN SPACE (PASSIVE RECREA77ON AREA)
PARKING. PHASE ll: 2 OFF-STREET PARKING SPACES SHALL BE PROVIDED FOR
EACH DWELLING UNIT + 1 SPACE PER (4) UNITS FOR GUEST
PARKING.
TOTAL PARKING REQUIRED:
12 SPACES ON THE LOTS + (1) GUEST SPACES
TOTAL PARKING PROVIDED:
12 SPACES ON THE LOTS + (1) GUEST SPACES
BUILDING SITES. PARCELS 1-34 MAY NOT BE FURTHER DIVIDED. ONLY (1) DWELLING
UNIT PER LOT SHALL BE ALLOWED.
BURIAL SITES: NONE
STREAM BUFFERS/FLOODPLAIN. THERE IS A PORT70N OF A WPO STREAM BUFFER LOCATED AT
7HE SOUTHEAST CORNER OF THE SITE. THERE IS NO 100-YEAR
FLOODPLAIN LIMITS ON THE SUBJECT PARCEL, PER FEMA MAP
51003CO229D, FEBRUARY 4, 2005.
OFFS17E DISTURBANCE. NO OFFSIDE DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT
FOR THE 77E-IN CONNECT70N TO THE SANITARY SEWER
WITHIN EXISTING U77LITY EASEMENT
LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS
IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING
REQUIREMENTS.
LAND AREAS. • OPEN SPACE: 2.60 AC. (307)
LOTS: 4.86 AC. (56%)
ROW/ACCESS ESMT DEDICATION: 1.16 AC. (147.)
IMPERVIOUS AREA:
ROADWAY= 29,600 (PHASE l) + 6,974 (PHASE ll) = 36,574 SF (0.84 AC)
SIDEWALK/DRIVEWAYS= 21,188 (PHASE l) + 1,267 (PHASE ll) = 22,455 SF (0.52 AC)
BUILDINGS= 63,700 (PHASE l) + 7,955 (PHASE ll) = 71,655 SF (1.64 AC)
ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION
MANUAL, 87H EDITION.
PHASE h
CODES 210 WERE USED FOR THE DEVELOPMENT
PROPOSED 28 DWELLING UNITS
ADT RATE - 268 ADT (134 ENTER/134 EXIT)
AM PEAK RATE - 21 VPH (5 ENTER116 EXIT)
PM PEAK RATE - 28 VPH (18 ENTER110 EXIT)
PHASE /
CODES 230 & 210 WERE USED FOR 7HE DEVELOPMENT
PROPOSED 3 TOWNHOUSE UNITS & 3 SFD UNITS
ADT RATE - 46 ADT (23 ENTER123 EXIT)
AM PEAK RATE - 3 VPH (1 ENTER/2 EXIT)
PM PEAK RATE - 5 VPH (3 ENTER/2 EXIT)
SLOPES: THIS SITE CONTAINS BOTH MANAGED AND PRESERVED SLOPES AS
SHOWN ON THIS PLAN.
TRASH: ALL TRASH SHALL BE COLLECTED BY A DRIVING DUMPSTER
SERVICE - EACH LOT SHALL HAVE AN INDIVIDUAL TRASH
CONTAINER.
LIGHTING NO ON STREET LIGHTING IS PROPOSED WITH THIS PLAN.
DAM INUNDA770N: THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDA77ON ZONE.
FIRE FLOW AS REQUIRED, ALL FIRE FLOWS WITHIN THE DEVELOPMENT SHALL BE
A MINIMUM OF 1000 GPM AT 20 PSI. ADDITIONALLY, FIRE HYDRANTS
SHALL BE PROVIDED ALONG THE ROADWAYS FOR FIRE PREVENTION
AT A MAXIMUM SPACING OF 500 FT PER IRA VELW4Y.
EXIS77NG FIRE FLOW 1135 GPM WITH 66 PSI PRESSURE.
STORMWA TER MANAGEMENT- A WPO AMENDMENT SHALL BE SUBMITTED FOR THIS PHASE OF
DEVELOPMENT FOR DUNLORA PARK. WATER QUALITY FOR THE
DEVELOPMENT SHALL BE ACHIEVED WITH THE PURCHASE OF
NUTRIENT CREDITS. WATER QUAN77TY SHALL BE SA77SFIED ONS/7E
WITH THE PROPOSED DRY RETENTION FACILITY. DETAILS ON THE
NUTRIENT CREDITS AND THE DESIGN OF THE STORMW47ER
MANAGEMENT FACILITY WILL BE PROVIDED WITH THE WPO AMENDMENT
PLAN.
MAJOR SITE PLAN AMENDMENT TO
SDP201800002
RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA
+ 242 SF
�\ LOT 5
42' SFA
+ 4,326 SF \
^\> LOT SFA 6
2'�
4
/x Op 37 Oj 3D LOT +' 4,839 SF x
/ - +
+ \
LOT 28
42' SFA /
5,338 SF � +
• � LOT 27
\ 42' SFA \
4,696 SF + V
\� xu
LOT 26
42' SFA \ \
+
4,696 SF k \
\ LOT 25 v \
SFA v
5,3,313 SF +
i
\ Vol 34
O
LAYOUT PLAN
SCALE: 1" = 40'
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,
UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN
ACCORDINGL Y.
J. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS
EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE
INSPECTIONS AS OUTLINED IN THE USBC.
4. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON
PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
5. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT
OVER SIDEWALKS.
0
LOT 24
/ 42' SFA
5,310 SF
<v
LOT 2 \ 50' SFA
41693 SF
\ LOT 22
50' SFA
/ 5,329 SF
\
Dty clwren dl
a
Wamervzl+,�a�1 mt
Jong W _
are`
e .a
0'd yNib
�A'd9e qry
e° cry �o ��W�u�amo
a
VICINITY MAP
SCALE: 1" = 500'
6
E
3
Y
ANom.liv
5afet'H..h
s wiuiem nr
Mosb,'s ReaCn
O ROA
EXISTING CULVERRT�iG-•••-•••-
EARTH DITCH
O
CULVERT
DRIVEWAY CULVERT
Q
DROP INLET & STRUCTURE NO.
BENCH MARK
+
CURB
_ _ _ _ _
CLEARING LIMITS
O
CURB & GUTTER
T
VDOT STANDARD STOP SIGN
0
PROPOSED PAVEMENT
20O
EXIS77NG CONTOUR
PROPOSED PERM PAVERS
PROPOSED CONTOUR
DITCH
240.55
PROPOSED SPOT ELEVATION
B•
DEPTH
DEPTH OF EC-3A DITCH
-------
LOT LINE
Sheet List Table
Sheet Number
Sheet Title
1
COVER
2
EXISTING APPROVED CONDITIONS
3
LAYOUT AND LANDSCAPING PLAN
4
GRADING AND UTILITY PLAN
5
SITE UTILITY DETAILS
6
TRAFFIC, NOTES & DETAILS
7
PROFILES
8
DRAINAGE MAP
9
DRAINAGE CALCULATIONS
9 TOTAL NUMBER OF SHEETS
PREVIOUS DUNLORA PARK PLANS:
1. SUB2021-00082
2. SUB2019-00172
3. SDP2018-00002
4. WP02016-00058
5. WP02017-00035
6. WP02017-00052
7. WP02017-00052 AMENDMENT
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
SCOTTTR. Cl1-UINS'Z
Lic. No. 035791(�
p 06/18/21
Q
Q
mm
O
a
E
E
U)
Ln
z
z
U)
�
N
N
Q
w
w
O
z
o
U)
o
0
w
w
w
F�1
z
z
W
71■.NO
ow
o ci CD
.� o 0
LUO
MLu
z
z N
14 M
�i w
N
O
WN
N z
W > Q
J
LU J CL
z J W
W 1--1
L9J w
J >
� Q O
z U1Z-1 U
LL.
WY F--1
F_ LU
Ul U)
zw =
LL
w a
J� a
_ o �
OO
N
z w
F
GQ LU
U)
JOB NO.
152115
SCALE
AS NOTED
SHEET NO.
1
/ N/F
XISTING ROADSIDE DITCH PROPERTY LINE (TYPJ CLUB DUNLORA, LLC. NOTES:
�g \ PARCEL: 62F-Al i. IMPROVEMENTS SHOWN HEREIN ARE APPROVED PER DUNLORA PARK ROAD & UTILITY PLAN SUB2oi6-2o6 AND DUNLORA TH OFF
PARK VSMP PLAN WPO-z02 - (AMENDED WPO-zoi6- 8).
(D.B. PG. 668) 7 35 5 ✓
3574,
R-y RECREATIONAL CLUB EXISTING PRESERVED z. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003Co229D, DATED O ��
x \ STEEP SLOPES FEBRUARY y, 2005.
I 1 1 \ \ \ 3. TOPOGRAPHY & BOUNDARY INFORMATION PROVIDED BY ON -GROUND SURVEY BY CARDINAL SURVEY IN SEPTEMBERSCOTT R. LINS_Z
O
2o26, AND FROM DEEDS AND PLANS OF RECORD. SLOPES HAVE BEEN DETERMINED LESS THAN zS% WHERE INDICATED C-) Lic. No. 035791 as
` Q
I PER NEW TOPOGRAPHIC SURVEY AND SLOPES EXHIBIT PROVIDED BY ROUDABUSH GALE AND ASSOCIATES DATED MAY
SCHWARTZMAN, JOEL & ZIVA 18, 2017, AS PERMITTED UNDER SECTION 30.7.4(b)(h). "$o� 06/18/21cy4
gPARCEL: 62F-15 4. MANAGED AND PRESERVED STEEP SLOPES EXISTAS SHOWN ON THE PROPERTY.
I I I \ \ \ \ N (R 3) 5. THERE IS A PORTION OF A WPO STREAM BUFFER LOCATED AT THE SOUTHEAST CORNER OF THE SITE. ONAL
J E _ Ry
RESIDENCE
,6. THE PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE.
LT1 0 \
� — \
\7. THE PROJECT ZONING IS R AND AIRPORT IMPACT AREA (AIA).
f
F\/\
APPROVED RCP ENTRANCE CULVERT `) 42OT 2
TO DIVERT
2,350 SF
UPSTREAM ROADSIDE SFA
DITCH UNDER NEW ENTRANCE x
2,510 SFA LC3T 7/. A .\ I\ LOT' 8"
LOT 3 \ \' \ 50' SFD \\ \ \ \ \
RAP l 42 SFA 4-0 SFD \ \ \ \ a a
��
s.5oti� 2,510 SF y\ 7,881 SF y\ V A 8,13'F\
\ MCPHERSON, MICHAEL OR CAROLYN
APPROVED STREET \ \ / \ \ PARCEL: 6zF-iy
TREE (TYPJ c � � WAT. LATERAL \ V \� \ \ \ \ A\V A \ \ \ A V A Ln Ln
D.B. 3220, PG. 2) z J J
APPROVED SIDEWALK - + V \ \_ / / \ \ �Q9 \ \ \ \\� \ R-4 RESIDENCE3 O IIa a
V \ VA \ S\ a
I \ w / LOT 4 APPROVED \ \. \ / \. \'5\/\/ \ \ \ \ \\.....� \ u r� r�
CY } \ \ 42' SFA SAN. LATERAL \ \ 5\7 6 ` �\ \ ) \\�\ \ w �
CITY OFCHARL 9 ILLE \�� 510 SF (TYPJ\ \\ C \ \ \ \ i\ \ \\ 1 �, \\\ \ O o Z w w
PARCEL: 61-162-26
(D.B. 4622, PG. 523) \ \ \' \ \ \ \ H z z
�R-y ROADWAY & VACANT LAND Q 5 i LOT 5 x \� 1 \ \ \ \ > w w
42' SFA a a
3 + \ 510 SF
Q 5" RCP
Ln
1.0.;463.15 \ ; �—s \ LOT 6 � \ '\ � \, \ \50, SiD . \ \ . � \ \ \\ \ \\ \ \\ \ Lu m m
/ 42' SFA 9, 66 1 \ \ \ \ \ \ CROSS WHITMAN OR JOY LEVICK
15 46 9 2,2' O SF x �6' % x \ 1 \ \ \ \ \ \ \ \ \ PARCEL:62F-13
1 LL= \ \,
A�� V A V (D.
RB RESID EN
EX. STORM
PIPE TO BE REMOVED-,
APPROVED 4' WIDE i' DEEP V-DITCH(�
¢_ A ,� �
TO CONVEY UPSTREAM FLOW TO THE STREAM
co -1 ..
�L\ \ \ 75'WPOA STREAM BUFFERLu
PHASE LINE ¢ MoW 40
EXISTING EDP / 1 / / \ LOT 28 �oARs \ i \ \ \ / \ \ \ \ \ LEVIN, JULIUS OR ETTA
42' SFA sQ�s \ \APPROVED LOT 12 \\ ^\ / \ \ \ \ \ \\ PARCEL:62F-12
WAT. LATERAL APPROVED /�f,\\
�� \ \ 2,510 SF \ (TYP.) '8"_WATERLINE '� 42' �/' \ T� \ A� \VA (DR-4RESIDNCEB)
EXISTING C� x ,� . �/
PAINTLINE I �h - A +� \ 2,510 SF
I VV LOT 27 \ LOT 13 —APPROVED %�i�' .A \� \
�444 ��\ 42 SFA \ 42' SFA
/\/ 18" YARD DRAIN'B' \ \\ \ \\ _O
10.- \ \ 2,510 SF 2,510 SF �%. A RI0=444.00 \A\ \ A A I� Z
APPROVED � � � + -
\ c�Lu
\ a°SANITARY \\ \ �\ �k LOT 14 \ LOT 15
SEWER . +\\ � LOT 26 � V� , 4 0 s F CV
4
D
2 \ _ S FA
SFAS A 2, 510 SF y� �. - V \ \ A
\ 1 �\ 6,690 SF
RICHARDSON DAVID OR VICTORIA co
2,510 SF k !y + \ ���� A \ I ���\� \ PARCEL:62F-ii o
(D.B. 4424, PG. 509) W
n
LOT +_
25 V ��� \ LOT 16 A \\ \\ \ R-yRESIDENCE Ll
CN a
SFA s V ��\ y\ SFDI A\ O o
\ \ I I A V \4� \ \\ 2,510 SF \ �v 8�YA DEDRAIN A� 8,584 SF v �\ V�\ �\ Q o
I I VAR. WIDTH PUBLIC\ \ \ 44 80 + \ A �\ V\ �\ \� CN
w N
V DUNILORA INVESTMENTS, Ll�C DRAINAGE EASEMENT \', \,
\ (D PARCEL:
CL6G 65R �D.B. , PG. \ V A } a
\ x ) R-y RESIDENTIAL LOT 24
�\a Jz
\ \
42 SFA \ I + ,\ \s\\ \\„\ /f� w a- 0 _
APPROVED `^
EXISTINGSEGMEN`fAL 2,510 SF V/V�\ \ \ J
\ RETAINING WALL �. APPROVED 6" WATERLINE / PANOS, STEVE OR JOANNE — W i--i
APPROVED SIDEWALK AND STREET TREES WILL BE LOT 2 + / F �/ A > o
x MAX HT. = 6' \ SAN. LATERAL \� STORMWATER \ PARCEL: 62F-lo
REVISED ALONG RIO ROAD IN ACCORDANCE WITH APPROVED '
\ V �� (TYPJ 42 SFA I ACCESS & MAINT.� \ . i \� VA \� (D.B.1679, PG. 3y1) � Z
I I I v n
R O ROAD IMPROVEMENT PLAN BY OTHERS. SIDEWALK AND STREET
TREES ON RIO ROAD ARE INCLUDED IN THE SCOPE OF THIS PLAN. EXISTING SEGMENTAL A TW 2,510 SF \ EASEMENT �. /, \ \ R-4 RESIDENCE O
\ \ ✓
j
1
D.B. PG.
I � RETAINING '� �"�.. W434 ��: � �
THESE SLOPES HAVEIBEE�N DETERMIN MAX HT. = 6 �� �� `o
11 �/ v \ �(y�FD/ o
\ ED LESS THAN 25%. \ A \. A �:.,. 7 /g '\ J s
A PER NEW TOPOGRAPHIC SURVEY AND SLOPES EXHIBIT PROVIDED BY LOT 2 \ \ \ Q W
\ \ ROUDABUSH, GALE, AND ASSOCIATES DATED MAY 18, 2027, AS \ A 42 SFA � k A I \ / \ Q
PERMITTED UNDER SECTION 30.7.4(b)(h) A \ V A �� \ / \ i �` \ \ Z O
- A 2,510 S / ��—\� V�\ \ x LL a o
40 SFD \ \\ H Q
691 5 SF \ + j \ y �V \ Y i--i
\ V V\ \ \ \ APPROVED SWIM FOREST & A \ �. A APPROVED V� \ \\ W
v':. � � � � / LOT 18 .� \ Z
OPEN SPACE EASEMENTS V 'V A A \ _1 ��—��V �\ 4� FD SWM FACILITY V�
(FROM DUNLORA PARK V A �\ \ r
\ \ x VA V A \ \ \ ROAD PLAN =i.ogac.MIN.)- �' ` A \ V � \O'er 0y & ,1 SF S ;FA ITY \VA Ar'. • U)
\ A \ VA \ y y _ �V AS NT ,v V Q X
RIO ROAD CURB \ V\ \ \ _- A VGA \ y TW 4zAi 50:FD B.4 P 133Vv A z
AND GUTTER V VA \ �. 4 '6 95 —LQ 1 / \ A \ W cc
Q \ \ v A \ \.:: 470 3 SF 9� / / W w
(BYOTHERS) AA \ \VA\ \VA VAA\ _ . 34� �. \\ \ z
EXISTING MANAGED W
STEEP SLOPES \ \ APPROVED SEGMENTAL / / \ \ z
\\ ' \\ \ �L I_ 7 91 7 SF / / / WILLIFORD, JASON \
RETAINING WALL OR KWAMINA\ \\ w
MAX HT. = 6' z
PARCEL:'6zF-g �A VA U)
(D.B.3779,.PG. 3z9) Jo
\N/F \ F22 RESIDENCE \
\\ V LAWRENCE E. MARTIN, JR. VA\ -- — �y A j / 'R,-q \\\ \ W
WETSEL, THOMAS D LIFE ESTA1 E, PARCEL: 62-165C _
PARCEL: 61-167 V A x \ \ \ �9� (D.B.4552, PG.15)
1
(D.B.1688, PG. 564) \ \ s 9� R-4 RESIDENCE
R-y RESIDENTIAL
r
mf \ \ _ \\\\�\ �, V \ O
TEMPORARY GRADING EASEMENT FOR \ \ p / \ \ �, \ -\\\ �\ \\ \\\ \ \/ CV O
PUBLIC USE UPON DEMAND OFTHE COUNTY \ ��n WILLIAM H. ROGERS JR. &
I SHARYON L. ROGERS
\ \. PARCEL:61-265B ` �Zf DUNLORAFORESTPRO7?ERT1;:, �/ H o
I \ (D.B.526, PG.432)
\ \ R-4 RESIDENCE 25' WPO STREAM BUFFER \ OWNERS'A550CIAT.ION INC_,
\ s \ C/ONESTPROPERTY / \ /F Lu w E
ER OMES, C. _
WETSEL, THOMAS D & CLARENCE \ \ \', \ \\ \ \ P -B:. EL 6zF-C� \ a m
PARCEL: 61-167C I i PG. 3� JOB N0.
\. GRAPHIC SCALE \ _ \ \ T A o
152115
(D.B. 2682, PG.174) \ � \ \\ \ \ \� � r o � o
f—
R-4 RESIDENTIAL / \ \ \ / so o s o so o \ \ N/F \ \ \\� \ 71- SCALE
\ \ WILLIAM L. SIBLEY \ o �@� STORMN/kTER �\ 1n=3��
\ \ ( IN FEET) PARCEL:62-165A \ MANAGE CCESS / ��_ � N
\ (D.B. PG. 580) AND MAINTENANCE E \ ��� XAl' f{� OMAS OR MARY �'� o
\ \ \ 1 inch = 30 ft. \ \ \ �__ ' SHEET NO. n
l R-4 RESIDENCE D.B.4967, PG.133 \ \ \ \ �� — PAR L: 62F-7
(D.B.21oz;J?G.463) 2 L
R-4 RESIDENCE
m
w
E
LOT 9
r ;
gar ;
a� s<
o dr 1.
� a
LOT M
a i ii
y au Y
\ i j mna
jare s
COPEN SPACE A �
2.55 ACRES
OPEN SPACE OUTSIDE OF SWM & CRI SLOPES
\ OPEN SPACE BOUNDARY
\h
LOT
NUMBER
LOT
AREA (sf)
BUILDABLE
AREA (sf)
29
2666
1070
30
1953
945
31
2438
1040
32
10192
4033
33
8228
3721
34
9039
5522
OPE
EXHIBIT
ALE:
1" 120'
2.60 AC.
OPEN SPACE
0.91 AC.
gJJTME
SWM
RITICAL SLOPES
\\"
TOTAL OPEN SPACE
OUTSIDE SWM
\\"
& CRITICAL SLOP
0.98 ACRES
� OPEN SPACE
�•�2.55 ACRES
NOTE: DEVELOPER WILL FIELD CHECK AND DOCUMENT THE
ELEVATION OF THE SIDEWALK FORMWORK BASED ON THE MOST
CURRENT ALBEMARLE COUNTY RIO ROAD SIDEWALK PLANS AND
OBTAIN ALBEMARLE COUNTY PROJECT MANAGEMENT DIVISION
APPROVAL OF THE FORMWORK ELEVATIONS PRIOR TO POURING
THE CONCRETE. DEVELOPER WILL BE RESPONSIBLE TO REMOVE
AND REPLACE SIDEWALK SECTIONS NOT ACCEPTED BY VDOT
DUE TO NON-COMPLIANCE WITH THE CURB ELEVATION AND
CROSS SLOPE STANDARDS.
I _ 5, 242 SF
3 S, C,< < ENT LOT 5o
RIGHT-OF-WAY ESTABLISHED WITH ee FN Re > 42 SFA / CSC( R. LLINS'z
DUNLORA PARK ROAD PLAN WAS / g ( REST SIGN=TRq q CF / ,
/ \ LJ Lic. No. 035791(�
DEDICATED TO THE COUNTY FOR � a � k � + 4, 326 SF // °
— (P)CG-12, 06/18/21
PUBLIC USE. SEE DB 4967, PG 133 s � i S'FR ° °
i ti
l ��/ • SFJ'ggOk � � \ V / \ \ LOT 6 / � SSIONAL E�y�
m�/ N NO PARKING \ /
LOT 29 \ \ ° SIGN (P) CIS 11 ENTRANCE + 4 Q2 SFA °
/ k / (P) STOP SIGN A 8 3 9 S x Op
LOT 30 � � ,,� , ,
LOT 31
/ L \ m m
o a a
77
ZW w
NO PARKING \ { " // X O DiDi
0 0
SIGN (TYP.) ^ t ® V/ w w
w
PRIV�TE
LOT 28 / \ �\ LOT 12 104 g g
(P)CG-2 ti5 SFA \ / 42' SFA W W W
,t /
5,338 SF
_!_ \ VAR. WIDTH PRIVATE ACCESS ES T.
OPEN SPACE B / TO BENEFIT LOTS 29-34 \ /
` LOT 27 `v / �v <
42 SFA ` `v
PHASE LINE 4,696 SF
0.
/ N RI ATE \ \ / \ k 00Lu
Ci ES/MT.
N N
OD
PROPOSED CONCRETE
IDEWALK 4' OFF EXISTING
BACK OF CURB (RIO CURB
AND GUTTER BY OTHERS)
LOT 26 �_ _ CD m to PROPOSED 9'x20'" \ � \ \ V \ � •o 0
GUEST PARKING I = \ / c
SPACE 2Off I ` \ 42 SFA
P-E/P i \ \ ALBEMARLE COUNTY GIS 4,696 Sr + a
PRESERVED STEEP SLOPES<\ Ar
A
PROPOSED \ `I � \ - ` ALBEMARLE COUNTY GIS
DRIVEWAY \ I = (i MANAGED STEEP SLOPES / \ L9
00
(TYPICAL) \ A� LOT 25 �v +
I \ \ I \ \\\ ` 42 SFA / \\ ti
\ 5,313 SF \ M W
PRVATE
co
b
SLOPES HAVE BEEN DETERMINED LESS THAN 25% </ p \ M 7
EX. R/W o \ \ ER Z
NEW TOPOGRAPHIC SURVEY AND SLOPES EXHIBIT PROVIDED BY \
\ " ROUDABUSH, GALE, AND ASSOCIATES DATED MAY 18, 2017, AS = \ \ w
MZN' \\ 20 gP �\ II ` ♦ \ '\, PERMITTED UNDER SECTION 30.7.4(b)(h)
FPAS NO PARKING `" / LOT 24 N
SIGN (TYP.) 42 SFA + CD
CA
\ \ Q
j A ♦ �j / 5,310 SF / N
x I \ < 7 Z v Z
\ OPEN SPACE All "
\ \ \
� - PHASE II � ♦ "�. LOT 23 Q
/ \ Q Q
\ \ LOT 32 \ \ �\ F' , — 0.40 � '� �..\ � APPROVED SWM FOREST & 50SFA `� \ \ • .
OPEN SPACE EASEMENT a L d
\ n \ \ "e -5 `A � SWM FACILI \ (FROM DUNLORA PARK 4,693 SF J
\ \ \ I R F� \ r OPEN SPACE AI ROAD PLAN SUB201600206) J z
\ 9�� o \ (PHAS`E',Q W
/ < /
° X \\ N \ \ \ �L��� \ PROPOSED PRIVATE �
2.15 AC / a
ALLEY EASEMENT TO
i�G� 5�0'�C• �y�Fs� BE MAINTAINED BY / \ ��. 2 `v V I u
THE HOA LOT
/t 25' STREAM
BUFFER 50S J 0
PROPOSED / \ T / J
A 8 PAVEMENT V (P) CG 2 A 5,329 S / Z
a X \ / ? L� \` \ 21.0' EXTEND TO LOT 31 z Q
RIVAT FOR ACCESS z
= _ J
ESMT. \ \ / / V LL
\ \ 20.0` \ \\ PROPOSED SEGMENTED \' / Z
E/P-E/P \ RETAINING WALL - \ LOT 21
\ \ LOT 33 \ \ / \ COLOR "JAMES RIVER'. ♦ O < `\�/ 4O SFD Y ~�
\\ \ / \ HEIGHT MAX.=6' 7, 218 SF D W W
RIO ROAD CURB AND \ � : \ \ / �
GUTTER IMPROVEMENTS \ O
(BY OTHERS) 3\ \ \ \ / NO PARKING / C Q Q
SIGN (TYP.) ul
LLJ
STREET TREE (FROM APPROVED \ / i \ (\ \\' / Lli
DUNLORA PARK ROAD PLAN SUB201600206)
PROPOSED TEMPORARY GRADING 3 "° X \ i�OP G� i Q �P� v�
EASEMENT FOR PUBLIC USE UPON
DEMAND OF THE COUNTY �\ °
F—
21.0' J
\ V 5 PROPOSED \ PRIVATE Lu Q
O �\ \ \ \ /` / / \ DRIVEWAY y ESMT. \
� G O i i \ (TYPICAL)
o �7; \ // LOT 34 \\ FROM APPROVED ROAD PLAN (STREET TREES) PLUS 1 QR: Q
\
\ i
PROPOSED VAR. WIDTH LANDSCAPING
EASEMENT (6' OFF BACK OF SIDEWALK - TYP.) \ \ \ i ✓�5�0
155--_ � 00
O I..L
N O
UZ W
�uZDF
0 Q Lu
w
EASEMENT WILL BE DEDICATED TO THE HOA 5ti0
FOR MAINTENANCE PURPOSES\ X \ / 5 NOTE: DUNLORA PARK TREE PRESERVATION AREA SHOWN ON THE LANDSCAPING PLAN WAS APPROVED WITH SDP201700033. JOB NO.
ii / GRAPHIC SCALE THE EASEMENT WAS RECORDED IN DB.4967, PG.133. 152115
\
\ \ \ 20 0 10 20 40 80 CANOPY CALCULATIONS: SCALE
DUNLORA PARCEL AREA: 8.62 AC INTERIOR LANDSCAPING (PHASE II ONLY AS NOTED
PROPOSED 5' CONCRETE
SIDEWALK 4' OFF EXISTING 20% CANOPY REQUIRED: PAVED PARKING &CIRCULATION AREA: 6.974 SF
BACK OF CURB (RIO CURB ( IN FEET) TREE PRESERVATION AREA: —1.64 AC CANOPY REQUIRED 5% : 349 SF
ADDITIONAL CANOPY REQUIRED: =0.08 AC CANOPY PROVIDED ALONG ALLEY): 424 SF SHEET No.
AND GUTTER BY OTHERS)\ 1 inch = 20 ft. ADDITIONAL CANOPY PROVIDED: =0.48 AC 3
PLANT SCHEDULE
SYM
BOTANICAL
COMMON NAME
SIZE
CANOPY (sf
TOTAL SITE
QUANTITY COVERAGE (st
TREES
QP
QUERCUS PALUSTRIS
PIN OAK
21/2" cal.
1 419
26
10,894
QR
QUERCUS RUBRA
RED OAK
21/2" cal.
1 424
24
10,176
PY
PRUNUS YEDOENSIS
YOSHI NO CHERRY
6-Tht.
1 99
1 0
10
TOTAL CANOPY
I
1
1 50
121,070
20
_j / \ ■ ■ ■ ■ ■ ■ 3 - \ w PROPOSED WATER — — — / 59242 S
2: 0Q I I o MA CHLINE — SE T IS T �/ I ��`.w;:LATERAL(LOTS30&31)'. ----' / \\p X \\ \ ZOSE ER � LOT 5TERAL LOT 29 / \ ° : SZ
42 SFA
No. 035791 �
eo/ + 4 3 2 SF
w NEW SANITARY
\ _ ��"`� SEWER LATERAL F O T F
F�07-3 reps ° °000 / 42' SFA
■■�■■ ■■ -�■� // it \ cgE'468' nor pia x �b
MATCHLINE — SEE T SHE T 1 / / R' 4Sg8� FE'45 9 4, 839 SF OP
1.1
% g 4S8.8 B�FE•�629 /� � / jC�J \:'` ''Q \`��\. \\\ /^\ � � � ,�
A $,
STEEP SLOPE NOTES: EXISTING SANITARY (P) 10 PRIVATES si _ / Sx
1. FOR CONSTRUCTED SLOPES, THE MAXIMUM STEEPNESS IS 2:1 LATERAL TO BE / DRAINAGE ESM'T,; r83
DnlraPk-2-7 +
(HORIZONTAL: VERTICAL). EXTENDED° , / �\° I � / ^ � / / ,.I •, n\ X Fa a
2. FOR GRASS STABILIZATION ON CONSTRUCTED SLOPES, THE ISE RIM FRO PROPOSED 10 PRIVATE ° G k
MAXIMUM STEEPNESS IS 3: 1. SLOPES STEEPER THAN 3: 1 MUST ELEV. 453. STORM SEWER EASEMENT
BE PERMANENTLY STABILIZED WITH LANDSCAPING VEGETATION TO 0
HARDIER THAN GRASS, WHICH WILL NOT REQUIRE MOWING. YD C"
YD B, ° /
n
° °
Cv
s2 / - - -- 2 8 k / u .. ..
/ W �s YDA // A \ / /— a°> VA�� o H r r
ACSA NOTES: 8 S F 0
1. NOTE: ALL WATER METERS SHALL BE ACSA / / V - /
APPROVED TRAFFIC -RATED METER BOXES. J PROPOSED GRADING ^ /
3 / PROPOSED 20' STORM 1 / / w g g
2. ANY UNUSED SEWER LATERALS FROM PHASE I A / / \ SEWER EASEMENT \ \ — / / / / \ a a
0 PRIV TE SANI Y j $ O \ _ F T 12/ i..i Z Z
WILL NEED TO BE ABANDONED. /
I SEW R LATE / W RIB PROPOSED SANITARY LATERAL v\ \ ` \\ 3 / / > g g
EASEM T / / / WITH SADDLE CONNECTION ` 1 O \ �: i I. // 42 S/FA / w w
I , R EV/ 55.45 — \ L I 27 + \ � / / 14 4, 9 1 S F Lu h h
/. /. EV. 54.0� " v ��a 3 ��//
(P) V CURB — \ \ 104 \ % i Lf.
oya �h 2O X y \ EXISTING SANITARY _ -- -4\6 < SF` \ \ / / LOT 1
\ W / p
CUT\� — V A \ / LATERAL TO BE V v /
�, , O EXISTING D.I. \ 1 / EXTENDED 2'
0 4 SFN
RAISE RINy FROM ELEV 446.5-2 \ \ \
M 7 v v
451 4,453E
TO EL EG. .00
o PROPOSED WATER O a / _L / ' / / V V �� P POSED VDOTSTD TYPE I RIPRAP v \ F I + v�
LATERALS FOR X / �� f �\ A A \ V LINED CHANNEL W/GEOTEX1 FICTE \ v \42 / 1Ilk
/ v // /
/ LOT 33 & 34 O W I / % A FABRIC UNpERLAYMENT. CHANfyEL, �� 4` S F \ k \ / w 00
EXISTING 20' / \ v V \\ m o
EXTEND T�XISTING RIPRAP CH
_ _ / — / v v�` ` =35' Q z 0.22
DRAINAGE EASEMENT ° � � \ V �
15' PRIVATE UTILITY 3 �� �� vv - �.♦� `� oL4.70 PS vv `v vvv vv vv v/ _, �� /CD CD
/
EASEMENT e v �� �,, s v `� ` s� �:� Q,'O CFS
/ / V — A\'♦ A \���\ RIP Dla—; .12 FT
PROPOSED / P _
FIRE HYDRANT & WATER LINE y — —V �� ♦, \ S�W�AL (s� 30%� A \ ` \ \
P 4 F
\ / / / ARY ♦ \ \ \ ` a /
7 NEW SANIT
3 / / SEWER LATERAL �� �A ' v �\ / A \ A /
I H OUT EXIS�T'�NG DITCFACE `� � � � � \ / / , . � �, , � — — — �
EXISTING / \\ v v TO STREAM Lu f�
WATERLINE 3
PROPOSED
X \ \ EXISTINp WALL 4 Cn
/ / a TLATERAL LOT 32 \ �� A v �� v A _ ` ` F +/ ..
1 \ V \ p M
1 � �
NEW SANITARY' \\ \ \ � S, \�F � / \ ' : ' \' . � \. z
\ \
T \ G /
SEWER LATERAL \ \ / \Lu
' \ \ ♦ \ \ \ \ PRESERVED STEEP SLOPES `L� 2 / + T \ /
/ / A VAR. WIDTH PRIVATE C) I �� i A \ V A ` ` � (Y
__�D6
UTILITY EASEMENT
\ \ \ \ \ �, `� —, FA J W a
/ \\ \I A \ M \ \v v ♦ .� __ _ 5 F
LIT �� I A\ \\,\ \�� .. `� �� �� �// I :. °
�
M H)Lu 0 _j
j \
MANAGED STEEP SLOPES
/ \NAA \ Q
TED RETAINING WALL QFQ L 1
PROPOSED SEGME/
Vl HEIGHT=6 FROM GROUND TO TOP OWLL 40' S F D 2FLLTW=446, BG=440 V:. ��. / — — — — 7 , 218 S U
BOTTOM WALL=438\ \ \ A A L — —— — —
\ \, _
NEW SANITARY \'\ : \ �\ \ \ \ — \\ / ` Y ~
\
SEWER LATERAL
`
—_—�--- _— —— Q
� W �
\ A PRIVATE SANITARY
SEWER LATERAL / `� t \ A A A .A\,A;; A.� :A \ \� A �V A V ----� � CJ
\ 1 ACCESS EASEMENT v `, A \ : A VAR. WIDTH SWM U ul Q
\ \�A.A \ \\ / \V A \. �.. \. ....LITYEASEMENT \\ V AA ,V �� \ `�� �`� ��� ��3' &FD
6 877 SF Lu
TEMPORARY GRADING EASEMENT FOR V A VGA A y \ />[ �V A A / \ — y' : ` A _ _ — — —'— — — LLI
PUBLIC USE UPON DEMAND OF THE COUNTY \PROPOSED DRY GRASS RETENTION SWM
\,
FACILITY. SEE WPO AMENDMENT PLAN FOR ' \\ V A V A V.� V� \ \ — C0
SWIM FACILITY DESIGN AND DETAILS.—
O ° V /�\�✓� /T� ��� — —
3
THESE SLOPES HAVE BEEN DETERMINED LESS THAN 25%—
�
.\ �A \ � — � PER NEW TOPOGRAPHIC SURVEY AND SLOPES EXHIBIT PROVIDED BYE V A \ ��.
\:� �� \ � — � \ \ \ -\ =-- —
�� ROUDABUSH, GALE, AND ASSOCIATES DATED MAY 18, 2017, AS \ \\ V A\ \\ -- — (� Q
PERMITTED UNDER SECTION 30.7.4(b)(h) A \ \ \ V A _ 0Of
V 'v \ \ \V 4-2L O 0
\ \ \ \ PROPOSED VDOT STD. TYPE I RIPRAP
LINED CHANNEL w/ GEOTEXTILE FILTER
PROPOSED WATER \ \ \ \ i FABRIC UNDERLAYMENT. CHANNEL TO \ \ \
LATERAL (LOTS 33 & 34) \ \ \ \ ` / EXTEND TO DRY GRASS RETENTION AREA \ Lu
L
L=75' Q 2 0.28 CFS \\`\\ \\ \ \ MH15 - - \ I _
°L=6. V 5.50 FPS v v v — a Lo
— 0.35 CFS \ \ JOB No.
o \
\ / D — 0.22FT \ \ 152115
GRAPHIC SCALE \ \ \ RIPRAP 0
ty'v SWALE (SLOPEp 30%) v v —
0 10 20 40 80 No SCAL \ — — _ �..� . SCALE
1
3
( IN FEET) SHEET NO.
1 inch = 20 ft. 4
A \
ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES
GENERAL WATER &R SEWER CONDITIONS
November 16, 2015
ACSA GENERAL WATER & SEWER CONDITIONS
1. 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 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.
J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE
GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
6. 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.
7.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE
VALVE DURING A FUTURE EXTENSION OF THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT
IO.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).
L
SECTION A -A
STRUCTURE 92E 00
PAL THICKNESS VANES
VOLES.
L THE STANDARD SAFETY SLA9 U L-II IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS
ON THE ORAIMDE SUMMARY SHEET AND/OR THE MANAGE DESCRIPTION. PON MANHOLES.
JUNCTION BOXES.ANO DROP INU75 WITH HEIGHTS GREATER THAN 12 FEET. THE SPACING OF
ADJACENT SAFETY SLABS SHNL BE B'TD 12-WITH NO SAFETY SLAB LOCATED WITHIN 0 FEET
OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW
ANY MEET PIPE OF 30" DIAIETCR OR CREAM.
2. THE COST OF THE SL-I 6 INCLUDED IN THE COST OF THE STRUCTURE.
3. ALCESS CPENNOS ME TO BE STAOBERED FROM ONE SIDE OF STRUCTURE TO THE
OTHER WHERE MPLIGSE. STEPS ME TO BE STA301MO ACCORDINGLY.
4. SAFETY BLM MAY S CAST IN-PUL1: OR PRECAST. CAST-IM-PLACE CONCRETE TO BE
MAE$ TO (3w0 ACCORDANCE 0µC'ESwICX . CONCRETE
TO BE M (4000 PER, REINFORCNE
STE5. A LESS CPENNCS MAY BE 30" DIAMETER OR 30- SOUSE WHEN STRUCTURE WIDTH 6
LEBS THAN 30" THE ACCESS OPENING MA. BE RECTANGULAR (STRUCTURE WIDTH BY
30" LCNGI.
P.
A
SECTION B-B
SEE MT N PLPCE DRAWINGS
FOR FURTHER DETALS
R 5 BARS a S" C-C TYP.
TYPICAL PRECAST UNIT
-'VE STANDARDS TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, "' FP
Roeo AND DRUDGE PENCE
SHEET 1 OF 1 REVIND„ DATE MANHOLES AND JUNCTION BOXES 0211
m° w MRQNIA CEPARTSENT OF TRANSPORTATION
OCON °- -
PEWRAME ODR'AfjRWII
SHOULDER
LONGITUDINAL PERFORATED PIPE
UD-.
SL/eLl][D q[N
4GECRUSN"DSTRFNGM
y.PPE
xw.r .^ Neu Z_rm
•-
BPNE
g
SMOOTH WN1 FVG
GIGO
PPE
CCMWATEO PE
/A91T0 H-353
u roRL
MEwre. Ia OrxuTE a rnLBHmr
r-D-
rIW Rq
N
G DATNN ImIHNTDIr.
NON -PERFORATED OUTLET PIPE FOR USE
I
UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS
PAVED SHOULDER SECTION
(FOR USE WITH STABILIZED OPEN -GRAINED DRAINAGE LAYER)
IFIVPfYV SNA1 £ mL1END UNWW CLAN YD ORTEA x RxL 1HWE99 IHM- MfS
MOT[MN[ CRAMS F°Ys _ xXx TLLTEO AC OWDW TO ASTH C-249 Ai 5%D6UDS"N.
IDVEMI➢'.-0' AT lCq roRy 6P,EE
F vEApl -FS SNOLL£A ~
MMLA( LARK •• • £E NDIi 9 -E°
SI�A£ LAWN • NW ONE PAVEIdI 1011-4 M1FD Y LDIEQiDN
RE NOTE I
L57 NHlDAAN. EI MOSO.A'I O CNB.ED "IT[ Stw. UD•4 SVD. // aTO. O+ NOA
cL45s E. IS HUND ON £CMR1WNr.
CURB AND GUTTER SECTION
(FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) / 8'
PAVEHENf !
NOTES: Es FP g
L 4' w PROVIDED ATTAINING L 4- OF AGGREGATE ON TOP OF FREE EDGEDRAIN$ IN CORE AREAS
2. MEN THE LO%LEIpOL R£ CONNECTS DIRECTLY PRO A OPIUM STRUCTURE
DNCY ILLET.YMIOLF.[tt.l. NOhTViAATE➢ WREN EVER ME NOT NAILED.
3. MWEET DEVATIW AT CRELLT END OF OUTLET PIPE TO BE A ASPIRIN IF I.O'
NaR IWERT ELEVATOR IE RECOYM OIWN/YE WON 0 STTMINE
4, ILL LOIECi6b (ELBOWS. WI£S.ETC.I WITHIN PAY OUTS fOR OLILFT °OEMKp
PRO
NE TO BE OF TIE ENE DAMPING SIRETIGTH N THE MAIEr E,OCO ARGOT LLpAmON
NOE
B. OUTLET£T PIPES ME TO IS W ITALED OR2% INL IJS DESRIE£1 DRILPf4. L NB T£IECEATED
.. EVERV ]fiONAWN W AS NOTED ON PLM6 OCEALNML
B OUTLET PPE TO BE SECURELY COEECTEO TO EN-4 M OTHER DRAINAGE♦R FRE..1. PERFORATED
SIPoKTUE
T WITHIN M UNITS OF A COMMERCIAL WRMICE. NON -PERFORATED PIPE 9W1 M
UELUD N LEV OF NTEQUTED PIT.
S. THE LETOTN OF PIPE RECENSION T£ W E CORRECTION MWErEEB O THE EB 12 SMALL SD. C. NIHm[ ROWMAr
NOTED O NO N.R THAN .- TO REPAY CMERA INSPECTION OF THE MNN LINE 5 OITTW IREENYNN £TWEE. 1N OUTS OF $TV am
DTIEA EXPECTO!_COMMERCIAL
:OYER xW e�MilEo'IR� TIMNs PUTTER
EN WE STH2ED OPEN-WOLD CANNOT
° EEEER .4411 � OLA ... AN, IN SHI MUM FULL D Q ITEuT.IN. S. AOGREUR SH%LL S ED
NO 21 B IG(MEUTE wr ASO £ USED FROM TM OF STMOSD O£hQ/fED
MATERIAL LAYER AND CTEN NO GUTTER.
SP[CFICATp! I �\ =
STANDARD PAVEMENT EDGEDRAIN RODWOOBBRDS-'STANDARDS
2.D
SSS
vNPxA DEPARTMENT OF m°x5P0PrATOx RVNSON DATE I WET 2 OF 2
Rio
OEOnE 1.
PAVED SONl01
PAVEIENi
OUTLET PRE
£E NOTE I 4Nl .--I TE. Re
r-o- nM MORE DOPED
QORE w NEErOG Re
MOORE ORATION R[OM VC.I.
( VF SN
PAVED SHOULDER SECTION
OUTLET PPE
w SPOP E
UOB M MIME S CENTERED UNDER OA MD GATE(
.M-M
-
'PRE
OUIIET PPE
•
CURB AND GUTTER SECTION
R WOMAT[D
_ZGEr.-PEFEREHCE
NOD AND NNOGE BTAWAROS STANDARD PAVEMENT EDGEDRAIN
SEFT I CF 2 NV19(RI O.rE vO
2"
l we.08 VWOIA DfvMtTIENI OF TPN6PwINOH 701
Ln"vA SUM
BB4E TL
u x
FILL COMBINATION NDENEMR
COMBINATION UNDERDRAIN CD-2 ON FILLS
CENTER LINE SECTION
(NTH TYRE 1B6Ftt MTWµI
TRENCH PLACEMENT
FPANNMT DISEASE L ME
�-SINA£
t-SEIECi MATWA TYPE ICfl6
0.
RE MDIEOATNS REE1N5 E. LS IWEOATE OR D
NB OROLTKW RE0.LREEMENIIENTA
RE
OR
_`WWE SOEN£ L BM14
i-sLRAR QR IEREHIr sTASRED SLWA£
�-SDECT NATURAL TY!£[Pi ILWPL/DE
L ..-e-a-e ..2. o-obe R@fl?CR LLE ST/BLI3m
45T AOGNOATE. IB /NPI CR CRUSHED£OTENNE 0.MS NEETK RB MODARN, RE0.F£1ENlA
NSROMJI 9L0 IMMINENT
NE D-2
ED- BIG
MA
K DEPTH, TERRE WGE
PLACEMENT OF CD-2 U DERORAN AT
BRIDGE APPROACH SLABS
PLAT VIEW SHOWING PLACEMENT OF
CO-2 UN)ERDRAN
NON -PERFORATED OUTLET PIPE
1YR CE PPW OTL41W sTNxmx
"NOW.aMETm
sN WAU PVC GIGO D.HSJ
EHW.Tx WALL FF 1 TD YomNNN
N WARE THOYE55 AND - NOTES
NMN TESTED ACCORDING
TO NO D-2412 AT a%Sf1EClldl
GENERAL NOTES
v FEENCH PALL £ FLED N1x OGNOAN AND SRO 1 .. 1MFE9 To
N51IE LO.P..
2. FEEY L NS MOLL BUSH M THE E� N OF THE ARME L LPARHEMO NT M S PENNED M AWLE PMµLEL TO THE SHOULDER SLOE 2 % W. IE
DEA4UD ORNIE
3. M CURE MO GUTTER SECI616. WIEIE IT 6 PROMISE TO OIX.. POVDE
OUTLETS FCR U10BOWXS TREY NE rO BE LOCATED SO 4 TO GUN INTO DROP
NLETS M ....
4. O SiB6E£VATED SECttN4 iSNBE 6 TO S ULER ENTIRE PNVfl6lIT MFA
WTx OIRET PPE ONLOW Ef£ 01
5. N°EFT O9VATH%1 AT OUTLET END OF QUIIET FIRE TO BE A MEIW OF T-0 /WYE
NNAT IIENATKH OF ICAO OtWfGU OPw OR STNICIVE.
B WEE.1 THE SOSURE WMM�NAOEMTICi' AS PTHO[ IMY
wFOR OurIET FEE ARE 10
7. OUTLET HIRE TO WE SECURELY CONNECTED TO E%-BOH OTHER LflNxt£
,,UCNE.
(AT GRADE SAGS BAND BRARTMENT OF IDGE APPROACHES) D! GAB
15 1/2" E.J.I.W. 1574 CAST BEOV CLEANOUT FRAME AND LID
10 1/4" INSTALLED RUSH WITH FINISHED SURFACE
CONCRETE COLLAR POURED
SEE PAVEMENT
AROUND CLEANOUT COVERT
EXISTING GRADE REPLACEMENT
(3500 PSI)
REQUIREMENTS
• 1`. PVC FEMALE CLEANOUT ADAPTER
..'
-''• WITH INVERTED NUT STREW CAP OR
__ ___
TT FLAT SLOTTED SCREW CAP
KOR-N-SEAL No. S406-20 AWSR
" WITH 10 1,4- BAND
PVC PIPE SEE BACKRULAND
BEDDING
45" BEND REQUIREMENTS
PVC PIPE SEWER LATERAL
SANITARY LATERAL
WYE
--
lYl
1�------------
BOTTOM OF TRENCH
SECTION 'A -A' i
SEWER
CUSTOMER'S PROPERTY
EASEMENT OR RIGTM1OF-WAY A
SANITARY LATERAL
(WHEN INLINE LAYOUT REQ'D)l
II
r CAST IRON CLEANOUT
-
"
FRAME AND LID
s
'a
1 I
i IUD
11
N
Y
1
�EWFR u l
I 1 I 1
! I/ 1
2 1
\ LULL
WYE SEWER LATERAL
A
A
CONCRETE._ 45°BEND
COLLAR
24"
----
. - -PLAN VIEW
- - - - - - - -
STANDARD SANITARY CLEANOUT
IN PAVED AREAS
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
z4"MIN INITIAL BACKFIL 24 MIN
8" 8- 8- 8"
MIN MIN. MIN MIN.
6" BEDDING
#68 STONE
* STABLE SOIL ROCK
" SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
a MIN INITIAL BACKFIL q'MN
UNSTABLE a a a s•
SOIL\ IN MIN _ MIN MIN
a68 STONE
"GRANULAR FILL AS
_� APPROVED BY ACSA "
ST _ 0 Z STABLE SOIL OR ROCl2
NOTE :
1.NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5, BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NITS
FIG, W- 2
TD-2
SEWER SERVICE LATERAL CONNECTION NOTES:
1, WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USNG A PIPE SADDLE.
3, MINIMUM GRADE FCR SEWER SERVICE CONNECTION SHALL BE 2%
(1/4" PER FOOT ) �Q
4, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN
OF 4".
5, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
7TR
LT
FAILEDFINISHED
GROUND 2 x 4
MARKE9
PLUG END OF
MAIN LINE SERVICE LATERAL
SECTION
45 ° 0-0"
IN LINE WYE-TEE
PLAN
VARIES
R
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD-27
PLACE 5GALVANIZED ' WITNESS POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
AS DIRECTED. MARKER LOCATION MAY BE SUBJEC
e TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE
o I
II ADJUSTABLE VALVE BOX W/ LID
II
z U
v
N
�
M.J. GATE VALVE
zzzzz
WATER LINE
I
) I
2500 P.S.I.
CONCRETE A 2'x 2' IDEA RINGAREA.
THRUST BLOC d
O.
e M 5
A
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRA
TYPICAL GATE VALVE
PUS
FIG. W - 5
TD-8
COVER UFT NOTCH
14 1/2"
12 1/2" 2 3/8"
WATER
CAST IRON UD
18" METER BOX
ry
�
ti
18"
6" EXTENSION
6" !P
PIPE SLOT
(2 PLACES)
NOTES:
(1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
TYPICAL METER BOXES
(5/8"-l" METERS)
NTS
FIG. W-7
TD-1 D
E
E
M
¢^
lV E
�0
OW UI
Om
M
"1
m
?
JJ I.
(Wjlw
Oda
�u
L2Y
o
Ew
EOU
Or
NON
na
E
�LU
0.
N
"w
N�
O
(i
o E<.
UQ1
_ &
o E <E0 Z
E PI GL O
Q
Nm ENO
-
M0 Ny<YH U
N.� NUU W
OU
0
D�
N
0
0
i!.
-
Z
IEj
.GC,
o
0
of
\z
f
a
Em E
w N
E
E
EER
- w .-
n 0
NO
O
J
N E
\EE
E
E
ONO
ZO
a ODD
O
<
o
_ rr
E E
7N E Z E <aE
f� \n of
m E (J
^(v a N
N
EM
Nu 9
¢VLL
O
O
TYPICAL
MANHOLE FRAME
& COVER
N.T.S
FIG S-I-D
TD-25
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
36"MIN
LARGER THAN 5" IN ANY
DIMENSION
24"MI Is
INTIAL BACKFILL*
(6" LIFTS)
EMBEDMENT+
THOROUGHLY COMPACTED
SPRING LINE
BY HAND OR APPROVED
OF PIPEMECHANICAL
TAMPER
HAUNCHING
NO. 68 STONE
LN
BEDDING 6" max
4" min
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
NOTE :
1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD-32
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
V LLE THREADS WHICH IS
THE LOCAL STANDARD.
LENGTH OF BRAND VARIES
6' MIN IF r
2' TO 10'
(2701
iB"-22"
7 CU. FT. ALVE BO
#68 STONE
42"MIN
r ,I VALVE
. ; e" x B"
TEE
2500 P.SI. CONCRETE
BASE AND THRUST
BLOCK AGAINST-\\V)//
UNDISTURBED STABLE
SOIL. STEEL PILE
RESTRAINED JOINT FITTINGS
WHEN THE SOIL IS DISTURBED 0� EN
A HYDRANT IS LOCATED IN A FILL. IN ADDITION
TO POURING CONCRETE. A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE :
1. SURROUND WEEP HOLES W9TH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH,
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATORS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS. THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG. W-4
TD-8
I- C01MMN . 3/4- MALE MINE CWPLNC
OR APRtONID EQUAL
0
I- TYPE -N
90Ff COPPER
FOR USE ON ATTACHED SINGLE
RESIDENTIAL
BURNOUS OR OWL ftESOEXnAL
AND IRRTIAL
MO IRRIGATION gANCES.
M M" TEE
O
xO E
NO SNEAIEO FITINGS
.j.
DUAL SERVICE
R
C COMPRESSION a 3/4- MALE PIPE COUPLING
OR APPROVED EMAIL
TYPE -N-
SOFT COPPER
OFOR
USE ON DETACHED SINGLE PANILY
RESIDENTµ SCIENCE MORE AN IRNGI
MI IS NOT PRO ADEO.
SINGLE SERVICE
NOTE
1) SADDLES SHALL BE USED ON PNC PIPE.
CAST IRON UD
- BASHED L%RADE
.. - n . . ..
10" 15- -
BOACL'`NXG
METER
yµµ
Box
LINLET
GGT£TJ
w. 'NE.
COWLRSETIER
1/8 BEND COUPLING >s 1
METER
CORPOIRATON s"OR
REINS
DIY
TYPICAL SERVICE
LATERAL INSTALLATION
(5/8"
& 1" METERS)
NITS
FIG. W-6A
TD-10
SCOTT R. COLLINSHZ
I-4
Lic. No. 035791,E
GO E,
W + N
H W4 N
Q fN'I I --I
� O N
N
in �
INN-
z
M w
co
VJ
N
z
1 Lu
N
N
N z
Lu
Q
� J
J
__AA ��Jw
�N
RAJ
Lu ~� U)
J
O J Q
Q W
U z 0
LL > W
1
Lu Lu I-
U) \ W
Lu ( ■ v I
Lu
LJ_ '
vJ v
J Lu jQ
0
N
zW
u J
r
H �
IWH 0 W
W
a U)
JOB NO.
flffl ri 52115
SCALE
AS NOTED
SHEET NO.
5
ERAL CONSTRUCTION NOTES FOR STREETS
ROAD NOTES
NSTRUCTION INSPECT/ON OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL
GRADING
MADE BY THE COUNTY. THE CONTRACTOR MUST N077FY THE DEPARTMENT OF
MMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF
1. THE LATEST ED177ON OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE
NSRUCTION.
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL
'ON COMPLE7ON OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE,
GOVERN THE MATERIAL AND CONSRUCT70N METHODS OF THIS PROJECT.
E CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED
COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A
FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH
BGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT
SUITABLE MATERIAL TO THE SATISFACI OF THE ENGINEER.
'SIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST
J. ALL GROWTH OF TREES AND VEGETATIOONN SHALL BE CLEARED AND GRUBBED FOR THE
SULTS FOR APPROVAL.
ENTIRE EASEMENT OTHER TREES AND l/EGETA170N WHICH OBSTRUCT SIGHT DISTANCES
RFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC
AT ROAD INTERSECTIONS SHALL REMOVED.
'HT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL
4. ALL VEGETA170N AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER
'AINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A
PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
TURAL WATERCOURSE.
DRAINAGE
ARDRAIL LOCATONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIATE
D TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADD177ONAL
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH
ARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF
A MINIMUM COVER OF ONE (1) FOOT.
E COUNTY ENGINEER, OR DESIGNEE, IT 1S DEEMED NECESSARY. WHEN GUARDRAIL IS
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON
'QUIRED, 1T SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF
THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
VEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH
;REASED TO SEVEN (7) FEET.
AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN
ERE URBAN CROSS SECT70NS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY
ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF RANSPORTAION SPECIFICA7ONS UNLESS
TRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C).
07HERWISE NOTED ON PLANS.
ERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES
4• ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFACT70N OF THE
ALL CONFORM TO VDOT STANDARD PE-1.
ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER
MPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH
COURSE.
CAONS, AS SHOWN ON THE TYPICAL PAVEMENT SECT70N DETAIL, SHALL BE STRICTLY
PAVEMENT
'HERED TO.
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT
LAD PLAN APPROVAL FOR SUBDIVISIONS /S SUBJECT TO FINAL SUBDIVISION PLAT
OF THE AGGREGATE BASE MATERIAL. /F THE SSV VALUES ARE LESS THAN 10, THE
IIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED
CORDARON, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
METHOD OF CORRECTION.
L SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA
2, SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
INUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD
COMPACTION BEFORE BASE IS PLACED.
MING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
4FFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED
MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR IN PRIOR TO PLACING AGGREGATE BASE.
' THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE,
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT
=Y ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
THE INTERMEDIATE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATI0N OF THE
SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE
AGGREGATE BASE. IN THE EVENT THAT THE INTERMEDIATE COURSE IS APPLIED PRIOR TO 60
SIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS
DAYS OR MORE AFTER COMPLETION OF INSTALLATION OF THE AGGREGATE BASE, THE PUGMILL
OT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE
REQUIREMENT WILL APPLY.
BBASE MATERIAL AT ALL CUT AND FILL 7RANSIT70NS AND GRADE SAG POINTS AS
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
OWN ON THE ROAD PROFILES.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC7ON
VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS
BEFORE SURFACE REATMENT IS APPLIED.
4T ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO
7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
iPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA
(PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.).
iPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
& BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS
BEMARLE COUNTY
9 SIGNS, OR SIMILAR ORNAMENTALUT CTURES THAT
NOT ENHANCE A ROADENCROACHMTTWAYSLLSCAPACITY OR TRAFFIC SAFETY, SHALL NO, BE PERMITTEDO
IVERAL CONSTRUCTION NOTES
WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN
PRIOR TO ANY CONSRUCT70N WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING THE STREETS RIGHT OF WAY.
CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATI0NS
AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH
THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY
CLEARING, GRADING OR OTHER CONSTRUCTION.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY
OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED.
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.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES.
UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE
PIPE -CLASS Ill.
ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA7ON MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
CC-12 I
NERAL NOTES:
THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
DETECTABLE WMNNG SHALL BE FROM THE MATERIALS APPROVED LIST FOR
DETECTABLE WMN6 SOFACES. PRODUCTS HOT LISTED SHALL MEET
THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE
WMNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND
SPECIAL DESIGN SECTION FOR APPROVAL.
SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
IF RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO
THAT INN F T P AFTER PLACEMENT F
A ST R ADJOINING LMEO PRECAST
T C BE CAS N LACE E PLACE E 0
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
REQUIRED BASS ME TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG
BOTH SIDES OF THE RAMP FLOOR MD -DEPTH OF RANP FLOOR. MINIMUM
CONCRETE COVER 1%'.
CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER.
CURE RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR /S DIRECTED
BY THE ENGINEER. THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVER
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS
M SHOWN ON PLANS OR M DIRECTED BY THE ENGINEER AND SHOULD NOT
B LOCATED HEHND VEHICLE STOP LINES, EXISTING HT P FIR E S, ET NES, ROUTES
R POLES. E
HYDRANTS DROP INLETS ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUUMS
ACCESSIBLE
STAPLE, FIRM AND SLIP RESISTANT PATH CONNECTING ENTERED
ALL
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED
D USED BY PEDESTRIANS.
RAMPS MAY BE PLACED ON RADIX OR TANGENTIAL SECTIONS PROVIDED THAT
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PERPENDICULAR TO THE CURB. 5.
NOTE' COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING
HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDS)
CURB WHEN REWIRED (CG-2 OR CG-3 IN LINEAR FEET)
DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS)
EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD
BE SUMMARIZED FOR EACH CURB CUT RAMP.
SIDEWALK RAMP 12�1 MAX
tv-
401 MAX
101 No
TYPE A
PERPENDICULAR
5' MN
tnrWTYPE
B
PARALLEL
��'ll__1_I21_Inrle
TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RMIICANNOT
fir`
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY
AT X
2" HIGHER THANT�\
TRUCK TRAFFIC) FOR CONCRETE DEPTH.
` .
EDGE OF PAVEMENT
WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHAPED USE PATH
AT X(X SAME AS TOP OF CURB
SHALL
THE MINIMUM WIDTH SHALL THE WIDTH THE SHAPED PATH.
BE 0 OF USE
WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL)
TYP E C
4• 4-LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR
& PERPENDICULAR
INTO THE CROSSWALKWITHWT GOING INTO THE TRAVELWAY. THIS 4'z 4-PARALLEL
LARDING AREA MAY THE GUTTER PAN.
-
TRUNCATED DOME
R
ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF
CURB
L-G m
CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE
.8"2.4"
-+i c
R
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD
0 0 0 0 0 Z
-MODIFIED M RECOMMENDED BY THE MANUFACTURER TO MATCH
THE BACK OF CURB.
4 000 O 00 00 O 00 -
O 0 0 0 0 0 O O O O O O O
LANDING RAID +
6 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 a
B
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
- } N
N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O 0 0 0 0 0 0 DOD 0 0 0 0 0 0
BOX -652 OF BAY
- TOP DIAMETER
DIAMETER
O O O O O O O 0 0 0 0 0 0 0 0
M
'ECTLE WARNINGo
BACK OF MRS
VARIABLE FULL WIDTH OF RAMP FLOOR
NOTE 12. BASE DIAMETER
_
f PAY LMITs
DETECTABLE WARNING TRUNCATED DOME
INSTALLED ON A RADIUS DETAIL
DETECTABLE WARNING
DETAIL
XVDOT
CG-12 DETECTABLE
WARNING SURFACE
SREFERENCEN
)M AND BRIDGE STANDARDS
(GENERAL NOTES)
VIRGINIA DEPARTMENT OF TRANSPORTATION
1os
502
ET 1OF 5
REVISION DATE
07/15
203.05
(VARIABLE IDTH)
4" CONIC. 3000 PSI
28 DAYS OR STRONGER
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
2" SM-9.5A
SURFACE COURSI
8" COMPACTED
BASE COURSE,
COMPACTED
SUBGRADE
ASPHALT PAVING - ROADS
NO SCALE
cG-11
NOTErRA PEDESTRIAN ACCESS ROUTE
C
CROSS SES A COMERCIAL ENTRANCE
THE CROSS SLOPE SHALL EE 2X FOR
A WIDTH OF 5 FEET.
a
A
GENERAL NOTES
(RAPIDS TO BEM
o C
-STREET APPROACH SANE SURFACING
AS MAINLINE ROADWAY (SEE MOTE 3)
SHOWN ON PLANS))
a
1. WHEN USED IN CONJUNCTION WITH STANDMD CG-3
(RADIUS TO BE AS
OR CG-1, THE CURB FACE ON THIS STANDMO IS TO
SHOWN ON PLANS'
BE ADJUSTED TO MATCH TIE MOUNTABLE CURB
CG-2 OR CG-B
CONFIGURATION.
/
T , ` -- -
B
B SIDEWALK
2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE
USED WITH THIS STANDARD.
--- SIDSEE&K
I
W ----
NOTE 5)
, I OPTIONAL UNPAVED SPACE
FLOW LINE
3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE
R/W LINE (EXCEPT MY SUBGRADE STABLIZATION
-----
REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE
EXPANSION
EXPANSION
OMITTED IN THE ENTRANCE.)
JgNT
MINT
4. RANI& CURB OR COMBINATION CURB AND GUTTER
---
SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE
NOTE�WIDTHSHOW "O OR AS ANILINE ROADWAY
EXCEPT FOR REPLACEMENT PURPOSES.
SHOWN ON TYPICAL SECTION. A �w
TYPICAL
PLAN VIEW
ENTRANCE NOTES
S. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE
TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
MAINLINE ROAD�MLY)
TRAFFIC. THE DEPTH FOR SIDEWALK M CURB RAMPS
10'PMMOLIC CURVE fENTRM
RA
WITHIN THE O 7". OF THE RADII SHWLD BE
INCREASED TH TO T'. (SEE HE 13)
EDGE OF PAVEMENT OR
OPTION& FLOW LINE
8X MAX.D
GRADE CHIDE ®
8. PLANS ARE TO INDICATE WHEN CONSTRUCTION GE A FLOW
LINE IS TO PROVIDE POSITIVE DRAINAGE ACROSS
MNILNE ROADWAY
_ _(SEE
- - - - - - -
- - -NOTE 7)
TRANCE.REQUIRED
THE ENTRANCE.
BX MAX. ®
D
7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANCES
CRAPE CHIDE
-
D
D" ME LISTED IN THE &LOWMLE ENTRANCE GRADE
TABLE. THESE VALUES ME NOT APPLICABLE TO STREET
CONNECTIONS.
5' MI
20' MINIMUM FOR
COMMERCIAL ENTRANCE
INTERSECTION NOTES
B. WHEN CC-11IS USED FOR STREET CONNECTIONS. THE
® CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE.
CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH
AASHTO POLICY D THE APPLICABLE REQUIREMENTS
SECTION A - A
INCLUDING STEPPING
EIGHT"DISTDAONTCE� E VALUE
D KAD
REQUGN IREMENTS.
9.
9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A
-y
4••I•�
PORTIONOF CUTTER TO PROVIDE POSITIVE DRAINAGE
ACROSSOSS THE INTERSECTION.
A
'IIIT_illl
2" B
ALLOWABLE ENTRANCE GRADE CHANGES
1 .,
GRADE CHANCE
CLASS A7 .C.
'°'�•� ^
ENTRANCE VOLUME
D
DESIRABLE
MAXIMUM
CONCRETE
`
HIGH
MORE THAN 1500 VPD
0 X
3 X
MEDIUM
500-1500 VPD
53 S
8 X
SECTION C-C
LOW
I LESS THAN 500 VPD
56X i
8X
NOTE: &LOWMLE ENTRANCE GRADE TABLE IS NOT
APPLICABLE TO STREET CONNECTIONS
SPECIFICATION `VDDT
REFERENCE METHOD OF TREATMENT
ROAD D BRIDGE STANDM05
502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04
S'ECFKAKM
IIFFF)OQ
105
502
4" I,�. RAMS
NOTES:
1. THE ITEM MAY BE PRECAST OR CAST IN PLACE.
2. GOINCIETE TO BE CLASS A3 IF CAST INPLANE,
4000 P51F PRECRQAST. E7 LE
3 FACE OF CURB) TTILLBPAID FORK RADIALSCU(RG
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
(15" DEPTH)OR NCREMED A5 MUCH AS 3" (21" DEPTH)
N ORDER THAT TIE BOTTOM OF CURB ILL COfRCIOE
WITH THE TOP OF A COARSE OF THE P SUBSTRUCTURE
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT
INTHE PRICE BD 5 TO BE MADE FOR A DECREASE OR AN
INCREASE IN DEPTH.
R 5. CG-2 15Tpp BE USED OI( ROID11yy YS ET/NG THE
=E DRDCNA O FOR CGI AS SHO
MPF1NgK A OF THE VDOT RO E
<- .<aii
•i..a. w SURFACE
SEE
407E 4 .<-.a• a.
A
BASE
w :w.'A
.i
I I
SUBBASE
STANDARD 6" CURB
VIRGINIA DEPARTMENT OF TRANSPORTATION
GR-2. 2A
Table 4: Pavement Design (VDOT Pavement Design Guide) NOTE: CBRS SHALL BE SUBMITTED TO THE CIVIL ENGINEER AND VDOT ALONG WITH UPDATED PAVEMENT
DESIGN WORKSHEETS TO FINALIZE PAVEMENT DEPTHS PRIOR TO PLACEMENT OF THE FINAL ASPHALT.
Pavement Design
RF= 1.0
Location
ADT
HCV
Design
CBR
SSV
Dr
Surface h a
Base b a
Sub -base h a
Dp
ADT
Alley- Lindley Place
81
0
81
4
4
6.01
ISM-9.5
2
2.25
BM-25
0
2.15
21A
8
0.6
930
TRIP GENERATION
CALCULATIONS
TRIP GENERATION BASED ON ITE TRIP
GENERATION MANUAL (8TH EDITION)TT)/
14 TOWNHOUSE UNITS (CODE 230)
ADT: 81 VPD (40 ENTER/ 41 AM PEAK: 6 VPH (1 ENTER/ 5 EXPM PEAK: 7 VPH (5 ENTER/ 2 EX
SCALE: 1" = 150'
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED
TYPICAL ROAD SECTION
FOR ROADS ASSOCIATED WITH THIS DEVELOPMENT:
i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE
CIL R/W
BEING COVERED.
POINT OF
iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE
CFINISHED GRADE CC-2
CURB
1 2" SM-9.5A MAX
PLACEMENT OF ROADBED BASE MATERIALS.
CURB
SURFACE COURSE 2 2.1
27
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS,
3 /
SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
4" VDOT
z• A STONE
STONE 8" A STONE
v. PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS CONSISTENT WITH THE
easE
BASE SUBBASE
APPROVED PAVEMENT DESIGN PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES
FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF PAVING COURSE
20' 1
AS SOON AS POSSIBLE.
(TRAVEL LANE) 01.5
21' B/C-R/W
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART
VAR. WIDTH PRIVATE ACCESS EASEMENT
OF THE FINAL INSPECTION.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALBEMARLE COUNTY, WITH A MINIMUM
LINDL.EY PLACE
OF A ONE WEEK NOTICE, PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO
ITXO-X-4r PRIMATE ACCESS ALLEY
SCHEDULE AN INSPECTION.
((JAR. WIDTH PRIVATE ACCESS" EASEffENT)
* 27Y4" MIN - 28-Y4" MAX RAIL HEIGHT
W-3" W-N'
x
J J IJ
GR-2
(6'-3" POST SPACING)
MAX DYNAMIC DEFLECTION • 3'
LT(FhX_'F
GUMDRAIL LOCATIONS SHOWN ON FILMS ME APPROXIMATE
ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION F D
TS DIRECTED BY THE ENGINEER.
FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05
FOR DETAILS OF RAIL ELEMENT RAIL SPLICE JOINT MD
ASSOCIATED HMDWME SEE SHEET NOS. 501.01 ANI) 501.02.
RAL ELEMENTS ME FURNISHED SHOP CURVED FOR RADII
BETWEEN 5 FEET D 150 FEET.
ALL GUARDRAIL POSTS SHALL BE SET PLUMB. PSI T SHALL
NOT BE SET WITH A VARIATION OF MOW THAN " PER FOOT
FROM VERTICAL. W-BEAM. BLOCKOUTS. AND POSTS SHALL BE
SET AND ALIGNED WITHOUT ALTERATION OR FORCE. AS PER
SECTION 505 OF THE SPECIFICATIONS.
ALL GR-2 AND GR-2A RAIL H LL BE MANTNND AT A
HEIGHT OF 27 "MIN - 28 " MAX AS MEASURED PER
STANDMD GR NS.
ALL W-BEAM RAS SHALL BE LAPPED N THE DIRECTION OF
VEHICULAR TRAVEL FOR THE FINISHED ROADWAY.
THE OPTION& GR-2A METHODS OF NESTING THE RAIL OR USE
OF AN ADDITIONAL RAL ON THE BACK OF THE POST FOR
STANDMD GR-2A SHALL BE APPROVED BY THE ENGINEER
PRIOR TO INSTALLATION.
3 111," 3`111 3'-1%i' 3'-l`/,
lwlw"iY' /�J.VN/a' lvY
J IJ IJ J IJ
GR-2A
(3'-1�/2" POST SPACING)
MAX DYNAMIC DEFLECTION - 2'
�ff T
z OPTION& N-2 A METHOD z OPTION& GR-2A METHOD 0
USING NESTED RAILADDITIONAL RAIL ON BACK
OF POST
• WHEN NESTED RAL OR ADDITIONAL RAL IS PLACED ON BACK OF POST
FOR GR-2A THE POST SPACING WILL BE W-3%
FLARE RATES
DESIGN
SPEED
INSIDE
SHY LINE
BEYOND
SHY LINE
MPH
SHY
LINE
LS
TIME
RATE
FLARE
RATE
70
9'
301
15:1 #
60
H
#
50
40
5'
16H
8i1 #
30
4-
13H
7:1 #
#]UUTILU MAXIMUM kLML IUIL
FOR SEW -RIGID BMRIER SYSTEMS.
XVDC T A COPY OF THE ORIGIN& SEED D SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION
ROAD D BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE
SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) I 22.I
501.04 08,14 I VIRGINIA DEPMTMENT OF TRANSPORTATION I JO'
0
Rivanna Water & Sewer Authority (RWSA)
General Water & Sanitary Sewer Notes
All materials and methods of construction shall comply with the latest version of the General Water and Sewer
Construction Specifications as adopted by the Albemarle County Service Authority on January 15, 1998, except as
modified below.
1. All construction materials and methods of construction must be approved by RWSA prior to the start of work. A
preconstruction conference with RWSA is required prior to the start of work.
2. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001).
3. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start
of construction.
4. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without
coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on
weekends or RWSA holidays without special written permission from RWSA.
5. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All
doghouse manholes must be pressure tested before a connection is made to the system.
6. The location of existing utilities as shown on the plans is from data available at the time of design and is not
necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size
and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the
Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to
protect all utilities and structures from damage at all times whether shown on the plans or not. Damage to an
P 9 P 9 Y
existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner.
7. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written
permission from RWSA. No grading or filling shall be permitted in the RWSA easement unless permitted
otherwise b RWSA in writing.
Y 9
8. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval
of the blasting plan. Ground monitoring during blasting and a pre blast survey may be required. For blasting
within 100 feet of any operative RWSA sewer lines, bypass pumping and/or pre- and post -CCTV may be
required. RWSA may also require certification from a licensed professional engineer stating that the proposed
blastingwill not damage an RWSA facilities. Damage to an utilities due to blasting shall be repaired b the
9 Y 9 Y 9 P Y
Contractor to the original condition at no additional cost to the Owner.
9. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made
under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the
crossing shall be backfilled with compacted 57 stone to the spring line of the existing pipe.
10. New water main installations shall be tested, chlorinated, flushed and water samples approved prior to making
any permanent connection to the public water system. Approved methods of filling and flushing new water
mains will be required to prevent any contamination of the public water system.
11. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service.
12. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs,
retaining walls, footers for any structure, drainage structures, etc.
13. Trees are not permitted in the RWSA easement.
;COTT R. COLLINSZ
Fti
Lic. No. 035791 L�,
E
Co
En
o
a
aF
w
Y�
�
ILIDnZ
Ln
�
"
w
0
H
F-
¢
LU
O
O
�
N
U)
o
w
w
C
a
N
z
3
CL
LU
W En
GO .H
LID
r`I
QQ
F \ U)M .-H
O N
.H o
[V
L9T
v,
MLU
z
l'MJ
CY)
N 0
M
N
W °
a
1 �
a
N
0 O
W� O
N z
N
N
d
W>
J0L�
c Z
Z
J oa _ L CD
WZ
C Z
U) ° GO
w �^i a Z
V / C J
O
U
o
L9O J W
J ` QGIN` L m
Z Q z � So
2
U)
LL
W e3
�1 O° �X
N
LLI LU^ z O N
C �
V / O w
� U Eo
U) Q LL D 3
LnCD ui
F- = LL �s
W /1 < 2 °
Z w w
n/ c7 c
LL Z
LJ U
�E
� U) � Z�
J C
J
H o°
J w
°
J� IT
Q °
G`' a -
V >_ a
0
3 C
U O
0 N a�
U
N 0
7
O
J s�
z _ 0,
w °
J
O
H- N +'
H
U
U C H -°
�
N
3
0 Q = U E
C1. n OO
0
JOB NO.
152115
SCALE °
AS NOTED 0
to
C �
O
SHEET NO. a 0
6 °`
L L
H 3
k
4 �0T v v v v
— � 2
35� sF / s v I 1
\
Structure
Area
(Acres)
Cw
tc
(Min)
Station
YD C
0.02
0.60
5.0
YD B
0.03
0.85
5.0
YD A
0.03
0.70
5.0
104
0.15
0.78
5.0
102
0.00
0.30
5.0
EX 10
1 0.10
1 0.75
1 5.0
DITCH
1 0.06
1 0.70
1 5.0
15' R P A
/./._ 50 ♦ tc D.A.
4 I
2'51( #12 \ \ I�
\ I
+ 4C�T 3 ♦ I � I I � � � � f-
v ♦ 2 s pSPA
SOT—
'746�
tor
YDC `4b 0t07-
/ `• D.A. �. 42' �, \ \ _ / \ \`♦\ \ \
YD B D.A. \ \ \ \ I \ \\\ \ \ \
� � s #104 ♦ 9��♦� q - ,s,p�F D.A. .. � \ \ v°� s
��♦i#16
a
k y���'♦ D.A. 1_ ♦ 242 sFq 1♦ ■ V A \ \ v vA \
f i ♦ DITCH : ♦+ slp SF \ �� D.A.
♦ \♦ D.A. r \ .► •h \ \ \ \ \ \ ��� s \
k
\ �cP 104. SFq ♦♦ � ♦ , 16 �� ; ♦ \ OP�'p
o
.. _ Fz ♦ •
DAs v \ \
I I � ■� V � A SF � • � � ♦♦ + � � ♦ � V9� �6� p I I I I � V� 'V A \ VA\ �
/ #20 _
.a
\ � I —I-\ ___ 1 \�\ �\ \ nor \\ °.+ � \♦\� v< I :, ._ � �1 � ♦♦ \ I
a,
2'570 F ♦ k — v —4�
.A. � • �... � Co - � \\moo ♦1 I I I I I I. III �\\\\ \\\\
♦ 1 T 12 \ T 11��
s�\' p + 42 i
I I vmax \ 42' 6 �
\ #8 ♦ • z,s,a sF
2' sFs°F ♦ I \ \ \�\ 1 1 \ 1 III ��1 I I I v-
\ ,51p
\ ■ A. \ •�� II I�� III
#4
- � ♦ �F �■ I I � I\\
\\' 2Ts \ ♦ -�SF _� \■� �% III 1 III \\\
D.A. 1 A A ♦ - r . ► Vv�,
#21 `� f �\ 2 \ \� \ / �i sy� q / L0r i
/ �� i A �� \ \ A ♦ ♦ _ i SF 4p66
, 1s ♦ // A\ �\ \ \ A
2,slpCl
A D.A.: ♦ / \ /
#6 •
2 sF�♦ ♦ 1 \�\
2,11p sF ♦\� � � x \ 8 iso°r 16
\ \ \ VA \ \V�\, v V� �_ 5845
D.A. sp
I
1 /
♦ 2
\ ❑'\ i \ \ \ \ �\ \ \ \ \\ \\ \ S �pSFq SF ■ \ �w I °I 11 111 lu l u u 11-lu-u 11 lu-u II lu a u= \\\\ \ \ \
\\\ sF ♦. \ I �6y // % \ \ \
\ ? \ \\ \\\ \\\ \ \ \ ♦ \ 41111/
AV
\ \ \ \\\\ � � \ \ ♦ � g% Dom/ I I
V ' �♦ \\ y \\VA\VA\ \\\\ �\ v — �♦ A — I x ♦//''��/ / / V \ \V \
ss34w in
cof—
GRAPHIC SCALE
— 30 0 15 30 60 120
( IN FEET)
\ 1 inch = 30 ft.
SCOTT/R. CIOUINS'Z
Lic. No. 035791 .t�-
'a_ 06/18/214i
ca
ca
M
M
o
a
a
a
w
U)
Z
W
N
(14
F-
F
Z
Z
O
z
z
W
W
o
���
�>U)WW
U)
W
~
3
3
>
a
a
U)
U)
w
11J 00 N N
00 00
Q M O
O M \O
�oo
n
z
M
w
co
m
z
N
�
0
z
N
a
N
a
O
Q
°
Wm
z
Q
Q
J
C
W
J
J_
LU
° s
°
>
U)
C
°
w
V)
a
~
J
o
o
Q
3
Q
zQ
w�
U
L.L0
W
z�
w
LU
0
o
C
°
U)
Ul
Q
°
w
=
Z
w
w
w Z
�
�
Z
w
_ U
�
N
Z
Q
0
a
J Q
°
a
O
O
N
O
x
J
y
zw°
J
U
0
H
~
w
y
0
d
W
!n
°
JOB NO.
152115
0
N
N
SCALE
°
1"=30'
0
SHEET NO. 1 a
0
w
TH CFG
o �C-1
Desi Year: 10 Project: Dunlora Phase II Job #: 152118 Prepared by: FGM, PE
SCOTT R. COLLINS'Z
L.) Lic. No. 035791
IONAL
LD-269
Rev. 3-83
J
m
M
o a
rA ~a w
Vl z
ZLn0"
Wp F I-
O ¢ z
z z w
O
H Ln u) o
V) W w
N>) g tE
a
WW
N r
Y�
W + 00
Hsi n
Q M
O N
0
N
in
z
r`) w
C7 z
CA
N 0
z N
�.�J ° r a
C
N
G a
O
C` `o
N
N z a
Q Q
J o
W C
J U a
L
J_
w z
\ C
'U) 0 °
vJ _
w �J O
(1
J °
O J Q
_J Q L
Q z
_ 1 Q
U
U L.L °
U
0
r �
Y rn
V
w UJ Q
C
(n Z E
°
z
W 0
Nw Z_
LV �
' Z
W
N
(♦ Z
J
J 0_
w /� o
\�
for inlets draining to stormwater management facilifies, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilifies
V � m
O
O O X
N °'
JL
z J °
y
L) ~
0 Q w
W U
d
JOB NO.
152115 0
N
N
SCALE °
AS SHOWN
m
c
SHEET NO. a
for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities 9
H
tLfi
15
RD
0
t
PIPE DESIGN
n = 0.013 for RCP
n = 0.01
for HDPE
Pipe
Hydrology
Pipe
N
C
w
U
v
v
�°
N
N
�
J
,j
3
�
�
y
E
c
�
C
o
U
m
O
i=
�
v
�
.-.
E
`
2
in
E
`o
�
in
m
m
�E
E
m
E
o
�
E
o
m
�'
o
o
�
�
N
O
O
IL
N
~
N
O¢
E
>
3
E
a
�
fn
W
U
U
U
F
O
�
IL
>
lL
�
Pipe run: 34 -UGD
34
32
0.73
0.60
0.44
0.438
5.00
6.67
2.92
2.92
450.25
449.78
87.5
0.01
0.0054
15
5.14
4.29
0.34
32
30
0.17
0.70
0.12
0.557
5.34
6.56
0.78
3.65
449.68
448.62
23.6
0.01
0.0450
15
14.85
9.89
0.04
30
UGD
0.14
0.80
0.11
0.669
5.38
6.55
0.73
4.38
445.52
444.27
8.0
0.01
0.1575
15
27.77
16.22
0.01
Pipe run: UGD - RIPRAP OUTFACE
UGD
24
0.00
0.00
0.00
0.669
5.38
6.55
0.00
2.24
439.75
439.24
8.9
0.01
0.0571
24
58.56
8.82
0.02
24
OUT
0.00
0.00
0.00
0.669
5.40
6.54
0.00
2.24
439.14
435.00
35.5
0.01
0.1165
24
83.65
11.34
0.05
Pipe run: 30 - 24 (ELEVATED BYPASS)
30
24
0.00
0.00
0.00
0.000
5.00
6.67
0.00
0.00
445.52
444.27
8.0
0.01
0.1575
15
27.77
0.00
0.00
DRAINAGE DESCRIPTIONS
STIR. NO.
PIPE INFORMATION
INLET INFORMATION
COMMENTS
DIA.
in.
LENGTH*
ft.
SLOPE
%
INVERT
IN
INVERT
OUT
MATERIAL
INLETNPE
Curb
Type
INLET
STATION
SLOT
LENGTH
RIM*
ELEVATION
34
DI-3C
CG-2
11+21
10
454.81
VDOTSTD. IS-1 REO'D
33
15
87.47
0.54%
450.25
449.78
HDPE
32
DI-3B
CG-2
10+33
6
457.86
VDOTSTD. IS-1 REO'D
31
15
23.57
4.50%
449.68
448.62
HDPE
30
DI-3B
CG-2
10+10
6
458.70
VDOTSTD. IS-1 REO'D
29
15
7.95
15.72%
445.52
444.27
HDPE
UGD
Access MH
-
-
0
454.25
LADDER REQUIRED
25
24
8.94
5.70%
439.75
439.24
HDPE
24
MH-1
-
10+62
0
452.00
VDOTSTD. IS-1 REO'D
23
24
35.54
11.65%
439.14
435.00
HDPE
30
DI-3B
CG-2
10+10
6
458.70
VDOTSTD. IS-1 REO'D
29A
18
19.95
6.42%
448.52
447.24
HDPE
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Intensity 4.00
(Intensity is 4 in/hr for spread, and 6.5 iNhr for capacity and depth)
Mannin s Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
J
O
�
O
°
�
•^•
V
y �.
H
'B
�
N
O
N
W
O
n
N
N w .�..
O
U
O
C
C
m U
� m
�
N
o
c
5
c
�
in
J r� Q
O O t1pJ ;?
�
�
OI
N
Q
N
�
�
C
E
d > J
Q U U Q O Q
(/J
V) 3
Ul
V)
H
W
N
(/J
V)
J
J
W
O
O
U
K
32
3B
6.0
0.17
0.70
0.119
0.48
0.00
0.48
0.044
0.019
2.0
0.063
4.3684
3.95
0.96
3.5360
0.1473
0.1604
6.52
0.92
0.99
0.47
0.01
34
30
3B
6.0
0.14
0.80
0.112
0.45
0.00
0.45
0.019
0.030
2.0
0.083
2.7667
3.40
0.97
3.2720
0.1363
0.1622
4.91
1.22
1.00
0.45
0.00
-
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Intensity 6.50
(Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth)
Mannin s Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gut79 ter
Inlet
C
o
U
m
�
V
O
.-.
� w
�
C
D
O
N
�
2
�
, j
�
3
t
O O
�
N c
N
C
U�l
C
N
�
X
�
>
°I
J F L
z
L° � b I0 O
X
O
U
4
N
c Vo L-.
\
C
E
m
¢ a -
x
3
3
d
3
�
a > �
i ti U O` O' O'
ai
Co �
m
vi
�
w
m
rn
vi
�
J
ui
O'
O
ct0i
32
3B
6.0
0.17
0.70
0.119
0.77
0.01
0.78
0.044
0.019
2.0
0.083
4.3684
4.76
0.90
3.5360
0.1473
0.1516
8.32
0.72
0.90
0.71
0.07
34
30
3B
6.0
0.14
0.80
0.112
0.73
0.00
0.73
0.019
0.030
2.0
0.083
2.7667
4.07
0.88
3.2720
0.1363
0.1500
6.31
0.95
1.00
0.72
0.01
32
Project Dunlora Overlook -Entrance Culvert- COMPUTATION UPDATED
Plan Sheet No.
Designer KKW
Sheet
1 of 1
Culvert#1
Rev. Date
Date 01/17117
AHW Controls
STATION:
HYDROLOGICAL DATA
100 yr. Flood plain
elev.
Flow to Culvert
Design AHW depth
elev.
DA 0.4 ac
12 3.3
Structures
elev. treq.
TWelev.
Cw 0.58
110 4.4
_
Tc 16.5 min.
125 5.0
_
Shoulder
_
elev. 466.3
_
CL elev. 466
DISCHARGES USED
RISK ASSESSM ENT
ACT
Skew
° Cover
0 2 = 0.77 CFS
Detours Available
Length
0 ��CFS
Overtopping Stage
O �_ �CF$
Flood Plain Management
Inv. El. 463.70 �
So= 0.61% Inv. El.
463.25
O = CFS
Criteria and Significant Impact
Orig. Gr. Elev.
L= T4'f� Orig. Gr.
ev.
0 = CFS
CULVERT TYPE & SIZE
0
QIB
HEADWATER COMPUTATIONS
CONT.
HW.
ELEV.
OUTLET
VELOCITY
End
Trot.
COMMENTS
INLET CONT.
OUTLET CONTROL
HW/D
HW
Ke
do
(dc+D)/2
ho
H
LSo
HW
C.M.
Smooth
15" RCP Culvert (2 yr)
0.77
0.77
0.50
0.63
0.5
0.40
0.83
0.83
0.1
0.4
0.5
0.63
2.98
N/A
15" RCP Culvert (10 yr)
1.02
1.02
0.50
0.63
0.5
0.40
0.83
0.83
0.1
0.4
0.5
0.63
3.22
NIA
15" RCP Culvert (25 yr)
1.16
1.16
0.50
0.63
0.5
0.50
0.83
0.88
0.1
0.4
0.5
0.63
3.34
NIA
Design
Flood xcee . Prob.
Elev.
7SUMMARY
Overtop Flood Exceed. Prob.
Elev.
&RECOMMENDATIONS:
15" RCP Culvert is adequate for the 2/10125 year storms and will notoverbp roadway.
Base Flood 1%Exceed. Prob.
Elev.
INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
Intensity 4.00
(Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity
and depth)
Mannin s Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gu
INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
Intensity 6.50
(Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity
and depth)
Mannin s Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
r
�
�
�
N
b
6
�
c
¢
°
�
o
ryE
r
Q
N
6
Oi
O
�
�
c
i3
°
'm
-
n
t
m
P
3
�
O r
C
�
O 3 m o
�
x
N
o
B
left
0.38
0.60
0.228
1.48
0.07
1.55
0.028
0.033
2.0
0.083
2.51520.85
right
0.35
0.60
0.210
1.37
0.00
1.37
0.028
0.033
2.0
0.083
2.5152
4.52
0.86
34 3C 10.0
combined flow
2.9
0.21
0.449
6.23