HomeMy WebLinkAboutSDP202100023 Plan - Revision 2021-03-22GENERAL 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
CHARLOTTESWLLE, VA 22902
(434)293-3719
TAX MAP NO.:
06100-00-00-165RO (DB 4967 PG 169)
TOTAL PROJECT AREA:
8.62 ACRES TOTAL (PHASE 1 = 7.60 AC, PHASE ll = 1.02 AC)
ZONING
R-4 RESIDENTIAL (BY —RIGHT) — NO PROFFERS
AIRPORT IMPACT AREA (AIA)
PROPOSED USE:
PHASE I —
16 SINGLE FAMILY ATTACHED UNITS AND
12 SINGLE FAMILY DETACHED UNITS
PHASE // — 3 TOWNHOUSES & 3 SINGLE FAMILY DETACHED HOUSES
REQUIRED DENSITY.
4 DU/AC CLUSTER DEVELOPMENT
(NO MINIMUM LOT SIZE)
PROPOSED DENSITY-
PHASE 1 — 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 (25%),
PROV.• OPEN SPACE A (0.05 AC) + OPEN
SPACE B (2.55 AC) = 2.60 AC (30.2%)
0.98 AC OUTSIDE CRITICAL SLOPES AND SWM (387 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 SEPARATION
REAR: 20' MIN AND NO MAX
SUBDIVISION STREETS:
PHASE I — CURB & GUTTER (PARKING ON ONE SIDE ONLY)
PHASE // — 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 I LAND
DISTURBANCE.
DATUM:
NAD 83
EXIS77NG VEGETATION:
PARTIALLY WOODED WITH EXISTING RESIDENCE STRUCTURES
LIGHTING:
NO LIGHTING IS PROPOSED
PHASING.
THIS PLAN IS PHASE // OF DUNLORA PARK (SUMMER 2021)
RECREA770N.
2.60 ACRES OPEN SPACE (PASSIVE RECREA77ON AREA)
PARKING.
PHASE // 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
THE SOUTHEAST CORNER OF THE SITE. THERE IS NO 100—YEAR
FLOODPLAIN LIMITS ON THE SUBJECT PARCEL, PER FEMA MAP
51003CO229D, FEBRUARY 4, 2005.
OFFSIDE DISTURBANCE:
NO OFFSIDE DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT
FOR THE 77E—IN CONNECT70N TO THE SANITARY SEWER
WITHIN EXIS77NG 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 /) + 6,974 (PHASE /1) = 36, 574 SF (0.84 AC)
SIDEWALK/DRIVEWAYS= 21,188 (PHASE /) + 1,267 (PHASE //) = 22,455 SF (0.52 AC)
BUILDINGS= 63,700 (PHASE 1) + 7,955 (PHASE ll) = 71,655 SF (1.64 AC)
ITE TRIP GENERATION. TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERAT70N
MANUAL, 8TH EDITION.
PHASE I.
CODES 210 WERE USED FOR THE DEVELOPMENT
PROPOSED 28 DWELLING UNITS
ADT RATE — 268 ADT (134 ENTER1134 EXIT)
AM PEAK RATE — 21 VPH (5 ENTER116 EXIT)
PM PEAK RATE — 28 VPH (18 EN7ER/10 EXIT)
PHASE H.
CODES 230 & 210 WERE USED FOR THE DEVELOPMENT
PROPOSED 3 TOWNHOUSE UNITS & 3 SFD UNITS
ADT RATE — 46 ADT (23 EN7ER/23 EXIT)
AM PEAK RATE — 3 VPH (1 ENTER/2 EXIT)
PM PEAK RATE — 5 VPH (3 ENTER/2 EXIT)
SLOPES THIS S17F CONTAINS B07H 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 INUNDATION: THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDA7ION ZONE.
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FINAL SITE PLAN AMENDMENT #2
AMENDMENT TO SDP201800002
RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA
x /
/
/
I
I
I
\ / / LOT 28
/ 42' SFA
5,338 SF +
• // LOT 27 /
42' SFA +
/ 4,696 SF
/LOT 26
s 42' SFA / \
r 4,696 SF + \ +
� /LOT 25
42' SFA
I
5.313 SF +
LAYOUT PLAN
SCALE: 1" = 40'
/ LOT 24 \
/ 42' SFA
5,310 SF
LOT 23
50' SFA /
4,693 SF
LOT 22
50' SFA
/ 5,329 SF
a`1
Jonn`N Wamerpa�'�
e .a
are`
VICINITY MAP
SCALE: 1" = 500'
o,
E
3
Y
ANom.liv
5afet'H..h
s wiuiem nr
Mosby's ReaCn
ROADS
LL'CEND
EXISTING CULVERT
EARTH DITCH
O
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
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
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
SCOTT R. COLLINS'_Z
Lic. No. 035791 .�
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SCALE
AS NOTED
SHEET NO.
1
XISTING ROADSIDE DITCH PROPERTY LINE (TYP.) CLUB DUNLORA, LLC.
NOTES:
�g \ PARCEL: 62F-Ai i. IMPROVEMENTS SHOWN HEREIN ARE APPROVED PER DUNLORA PARK ROAD & UTILITY PLAN SUB2oi6-2o6 AND DUNLORA TH 0[��
° PARK VSMP PLAN WPO-zo2 - (AMENDED WPO-zoi6- 8).
(D.B. PG. 668) 7 35 5 1
3574,
1 � R-4 RECREATIONAL CLUB EXISTING PRESERVED z. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 5ioo3CozzgD, DATED O ��
STEEP SLOPES FEBRUARY 4, 2005.
1 3. TOPOGRAPHY & BOUNDARY INFORMATION PROVIDED BY ON -GROUND SURVEY BY CARDINAL SURVEY IN SEPTEMBER SCOTT R. COLLINS'_Z
2o26, AND FROM DEEDS AND PLANS OF RECORD. SLOPES HAVE BEEN DETERMINED LESS THAN zS% WHERE INDICATED OC-) Lic. No. 035791.a
Q
PER NEW TOPOGRAPHIC SURVEY AND SLOPES EXHIBIT PROVIDED BY ROUDABUSH GALE AND ASSOCIATES DATED MAY
r / \ SCHWARTZMAN JOEL & ZIVA 4
—; — __ \ A �� 18, 2017, AS PERMITTED UNDER SECTION 30.7.4(b)(h).
r \ \ gPARCEL: PG. 15
64 4. MANAGED AND PRESERVED STEEP SLOPES EXIST AS SHOWN ON THE PROPERTY. �SSI �yG1
I I I \ \ \ \ N (R y RESID NCE3) 5. THERE IS A PORTION OF A WPO STREAM BUFFER LOCATED AT THE SOUTHEAST CORNER OF THE SITE. ONAL E
LOT 1 7 \ I _I \ \ \ \ \ `\ �, \ \ 6. THE PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE.
I \ \ \ 7. THE PROJECTZONINGISR4ANDAIRPORTIMPACT AREA (AIA).
�. 42 SFA \.\ \J�
APPROVED i5" RCP ENTRANCE CULVERT 2,350 SF \� /� \I \I ` I I \ \ \ \\ \ \�\ \ \\
TO DIVERT UPSTREAM ROADSIDE } ` LOT 2 \ \ \ \
DITCH UNDER NEW ENTRANCE � x 42 1
SFA \ � \/ \ � \ \ \ �\ \ \ \
2,510 SFA LOT / I LOS 8 \ \
LOT 3 \ \ \ > / \ �\ \
R P l 42' SFA /� 4-V 'SFD 50' SFD \/ \ \ \
= 35o I 2,510 SF / / \� �,881 SF % 8'13' SF-, \ \ \\ \\s \ \
APPROVED STREET o WAT. LATERAL \ \. / .\ \APPROVED \ \ MCPHERS PARCIEL: 62F-CHAEL O4 CAROLYN
TREE(TYPJ / Ln
m
(TYP.) \, \ /\ \ \\ \ \\\ \\ \: fD.B. 3220, PG. 323) O a
APPROVED SIDEWALK - - \ / / \. 0 9 \ \ \\\ R-4 RESIDENCE
\ ���� \ \ \ \ \ tu- z
Ln
APPROVED\\. \ / \ � \ \ \ \ \ \\ \ U w
+ , SFA SAN. LATERAL , 76 S �� \ 1 ) \\�\ 0 #
/ \ ~ z
CITY OF CHARL 1-169 ILLE 6— \\� / 451 0 SF (TYP.)\ \\ \ \ \ X /� \ \\ \\\ \\\ \ O O Z w
PARCEL: 6i-i6
(D.B. 46z2, PG. 523) Q \7 / \ \ \/\ \ \ \ \` \ \ \ H m in Z
R-y ROADWAY &VACANT LAND Q 5 i LOT 5 x 1\ \ \ \ > w
42' SFA a
3 + 510SF g
15 R463.15� \ I \ \ LQT 10 \ \ \ \ \ \ \ \ W Ln
4 / oP '�3, LOT 6 \ �50', S�D
/ 42SFA CROSS, WHITMAN OR JOY LEVICK
5' as s — � J \ 2, 510 SF / x �6 x \ \ \ \ \ \ \ \ �1 1 1 PARCEL: 6zF-13
1 LIP \ I\
/ \`
� � � � (RB RESID EN
EX. STORM h� + yi �,��
46& PIPE TO BE REMOVED—, �Q� x
APPROVED 4'WIDEi DEEPH
TO CONVEY UPSTREAM FLOW TO THE STREAM00
V
�. LOT 1 �� I , 75' WPO STREAM BUFFER w C
PHASE LINE A A., 40' A V� o 0
�! -� +
�, \
GH SF/
LEV
LOT 28 �. Q \ PARCEL: 62F-22
v . s � � v� IN JULIUS OR ETTA
EXISTING EDP '
42' SFA sQ�s �aPPRoveD LOT 12
WAT. LATERAL APPROVED
V —� 2, 510 SF �� 42' SFA �/ �i' ' VA As \�A (D.B. 4o6o, PG. 598) (�J
EXISTING x , / \ \ \. + (TYP.) 8" WATERLINE / 2, 510 SF \ \ \ `11 l \ R-y RESIDENCE
�PAINTLINE - �h _ A '
LOT 27 \ �• LOT 13
) � �A PPmOVED
x �44'4�2 z8"YARDDRAIN'B' \ \�
R \ 42 SFA 45 SFA /
0; a RIM=444.00 \ ��V \
A L9
2,510 SF 2,510 SF
8 SANIAPPROTARDY \ \ + �k., . / \� \ \ C'`7
\ 1 SEWER•\ \ �/ Lu
LOT 15 \ \
\ +\ LOT 26 �� LOT 14 \ \� rn
\ 42 SFA �� 40 SFD
42 SFA.; '. A A \
; 2 510 SF /��/ 6,690 SF 1 , \ �
2,51O SF +` \ \ CHAR SON,DA-i VICTORIA °
\RI D PARCEL:626zF-u
(D.B. 4424, PG. 509) W n
x U \ / \ \ \\ \ \ R-4 RESIDENCE � a
LOT 25 \ + �� / LOT 16�� �� Ll
42' SFA ,� �SFD. �A p o
2,510a�YARDEDRAIN A� 8,584 SF� O �v \ V�� �\ N Q o
n I I I I VAR. WIDTH PUBLIC\ \ \ �/=441.80 \\ \�\ \\ W N w
� \\ DUNIIORA INVESTMENTS, LIIC I DRAINAGE EASEMENT
\ D.B. PG. 1 x / r \ \
(D.B.4967, PG. 6g I '� �I I \ \ V \ / � \ � V,� VA �A
x R-
4 RESIDENTIAL \ LOT 24 + \ \ J Z
\ ����� \ 42 SFA-vvvv� �f� W 0- O
APPROVED SEGMENTAL 2 51 O APPROVED ���VAA� �� \,\� �
S
i \
I
RETAINING WALL \ / APPROVED 6" WATERLINE J / L PANGS, STEVE OR JOANNE W
APPROVED SIDEWALK AND S I REE I I REES WILL BE \\ l LOT 2 + ( F / / f / \ \ \ PARCEL: 62F-io % °
x MAX HT. = 6' N. LATERAL \/ A STORMWATER f \ \\ .,
REVISED ALONG RIO ROAD IN ACCORDANCE WITH APPROVED A e '
\ (TYPJ 42 SFA I ACCESS & MAINT✓ \ (D.B. i679, PG. 3y2) z o
RIO ROAD IMPROVEMENT PLAN BY OTHERS. SIDEWALK AND STREET \ \ � \ � \5 , \
IJ
/ TREES ON RIO ROAD ARE INCLUDED IN THE SCOPE OF THIS PLAN. APPROVED SE MENTAL\ \ TW 2, 51 O SF W W EASEMENT �. I \ \ R-4 RESIDENCE w O °
RETAINING NV'1@LL • �� ` VA - �< �.. W 43� �: D.B., PG.� ,2i1' D�
\ in
MAX HT. = 6 \ / �' . \ O I
/ \ THESE SLOPES HAVE BEEN DETERMINED LESS THAN 25% \ \ \�. \ \..,, / e, 7.; 9, F I I \ J � s
PER NEW TOPOGRAPHIC SURVEY AND SLOPES EXHIBIT PROVIDED BY \ \ \ ` LOT 2 / / / / / I� I \ \ \ Q c
/ \ ROUDABUSH, GALE, AND ASSOCIATES DATED MAY 18, 2027, AS \ 42 SFA
PERMITTED UNDER SECTION 30.7.4(b)(h)�. x / / \ \ \ _ O
\ I \ - \ 2,510 SF\�� ��� ~ a o
T 1 �� (�
x
b SF
4Q' SFD� Q
LOT
3� % „v �'� \ (D o
APPROVED SWMFOREST& \/ \ / LOT 18 \ APPROVED A I \� W Lu
Z °
\ \ _ OPEN SPACE EASEMENTS V \ �� / �/ 4 , F SWM FACILITY VA��\�. �_
x (FROM DUNLORA PARK �� � � �� . .� � . � � � . D S FA I TY � \ ' � C%)
\ \\ \ \ \ ROAD PLAN=i.o9ac. MIN.) _ \ �0':T-20 .%� /6'� SF AS NT ,\ (A Q r-i o
RIO ROAD CURB G \ \\\ \ \ \ —� \ \ �\ \ \' / ' \
TJ \ \ \ \ \\\s�\ ` �� /i 5fl :FD _ j B.4 P 133 �\ . \ \ \ w z
AND GUTTER \ " � A VA VA\ : TW y2y y 9 / AA W w
v V A\\V A \V:: rzo 6,953 SF,' �_ rt6�19� i =vw
(BY OTHERS) V / A \�\ \VA VA —34� /' / w
— EXISTING MANAGED \ \ \ _ . 5O SE1L/� , A -/ // AAA \ W z
O \ \ \ \ -- \ \\ \ \ —' APPROVED SEGMENTAL / / \ z w
STEEP SLOPE \\\ VA \ �L 7; 91 7-5F / / / A WILLIFORD, JASON ' I w
\ x \\ RETAINING WALL ORKWAMINA/ \
\\ 1 -®/ \ \ \ \ \\� MAX HT. = 6' PARCEL: 6zF-g \ \ U z
J
\ N/F \ F22 \ 4 �_ / RESIDENCE C)
B 2z
i
LAWRENCE E. MARTIN, JR. \\ _ --_ — �— / / _ % R,-4 \ Lu °
WETSEL, THOMAS D LIFE ESTA1 E �f PARCEL: 6i-265C \ — — /
PARCEL: 62-167 \ x +.. \ \ c9� (D.B.4552, PG. i5) \ \' `426_ \ \ n
(D.B. 1688, PG. 564) y 9� R-4 RESIDENCE \ _ / Q a
R-y RESIDENTIAL
\%\
mf \ 1 _ — — \\\�� � A\\\� \\\� \ C)
U
TEMPORARY GRADING EASEMENT FOR \ Sp N/F \ v \\\\%\\ , N O a
?i WSHAR H. ROGERS JR. & \ \ \
PUBLIC USE UPON DEMAND OFTHE COUNTY �n
I \ SHARYON L. ROGERS
� 7
\ e PARCEL:61-265B �� �_ y / / \ Z L °
I Via. — DUNLQRAFORESfiPR01'ERTY /
(D.B. 526, PG. 432) �� ��� a
\ \ R-4 RESIDENCE 25' WPO STREAM BUFFER \ OWNERS A550CIAT.ION INCH,
s A \ A C{Q NEST PROPERTY / I w E
6T / ER OMS, C. 0 _
WETSEL, THOMAS D & CLARENCE
PARCEL: 61-167C I i \\ \ 4 + o 3� JOB NO.
\. GRAPHIC SCALE � _ \ / T A o
152115
(D.B.a681, PG.274) \ \\ \ \� o 0
R-4 RESIDENTIAL / \ \ / 30 o s 30 so 12n \ \ N/F SCALE
\ WI
LLIAM L. SIBLEY \ — � STORNIWATER 1n=3O� °
\ ( IN FEET) PARCEL: �\ MANAGE CCESS / �__
(D.B. 1240, PG. 580) AND MAINTENANCE E /�f OMAS OR MARY o
\ 1 inch = 30 ft. / \ \ \ �__� _�h-- ' SHEET NO. n
\ l R-4 RESIDENCE D.B.4967, PG.133 \ \ \ �� — PAR L: 62F-7
- R-4 RESIDENCE
A
OPEN EXHIBIT
w ALE: 1 "=120'
T.. _ 2.60 AC. OPEN SPACE
s A E B / -VR
0 E
. RE ' /�W /
SWIMRITICAL SLOPES
°g� TOTAL OPEN SPACEOUTSIDE SWM&CRITICAL SLOP0.98 ACRES
i' /
` OPEN SPACE
ACRES
-17
i
OPEN SPACE A _ ' �
2.55 ACRES �6qf
OPEN SPACE OUTSIDE OF SWM & CRI SLOPES
/ OPEN SPACE BOUNDARY -,- --
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
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.
, c
5 2 4 2 SF ,� . .
�42TH pF�
/ L 0 T 5 0 �Y2-j
RIGHT-OF-WAY ESTABLISHED WITH (P) STREET SIGN /\TRgN� �F, ' °
DUNLORA PARK ROAD PLAN WAS �F 42 SFA OSCOTT R. COLLINSZ
DEDICATED TO THE COUNTY FOR a + 4 3 2 6 S L� Lic. No. 035791
PUBLIC USE. SEE DB 4967, PG 133 d / \FR k (P) CG 12 \\ / ���4
-.°� O�SSIONAL E�O�
Q� \p 4- / LOT�C6
v, NO PARKING
SIGN \ 42' SFA
S' �/ NCE LOT 29 (P) CG-11 ENTRAIN x/� / LOT 30 + 4,839 SF x °o h/ LOT 31 \ ���` i �Z (P) STOP s1GN /
P 0p
00
x o�� 16AY j
`n
E
s 171 \ �� �~�0� (P) CG-12 N` a z
U w N
NO PARKING 4- / o F
E/P 20. SIGN \ + O z0 (D f
Lu
�
PRI TE y S� °
Es T. LOT 28 LOT 2 1••1 g
42' SFA � 42' SFA � a
(P) Cc-2 ti5 ` \ W w
/1Q5,338 SF 4' 921 S C N
R /� + \ �G
y> h I / VAR. WIDTH PRIVATE ACCESS ESMT.
PEN SPACE B TO BENEFIT LOTS 29-34
o.os AC LOT 27 �s /
42' SFA
PHASE LINE 4,696 SF1.01
+
— /
00
i x FPVATE \ / / \ Iy k
m CD
°/ o m
I( A 20.0' A / LOT 26 v
.o
\ E/P E/P /
42' SFA
x PROPOSED ALBEMARLE COUNTY GIS 4,696 SF +
DRIVEWAY \ I \\ PRESERVED STEEP SLOPEk N
4-` ALBEMARLE COUNTY GIS
MANAGED STEEP SLOPES / LOT 25 \ 00
\ 42' SFA / + � Z
� \ Cl?
v \ 5,313 SF LL1
x e< + z 0
v N
\ I \\ \ \ THESE SLOPES HAVE BEEN DETERMINED LESXTH N 2507o 4/ MEX. R/W \ PER NEW TOPOGRAPHIC SURVEY AND SLOPEIBIT PROVIDED BYz
ROUDABUSH, GALE, AND ASSOCIATES DATE 18, 2017, AS w
PERMITTED UNDER SECTION 30.7.4(b)(h)
LOT 24 N
\ \
/ + o
PROPOSED\CONCRETE ` \ I \ \ 42 SFA N
SIDEWALK 4' OFF EXISTING \ I \ \ \ / 5, 310 SF N
BACK OF CURB (RIO CURB x \ \ \ LOT 23 Z z
AND GUTTER BY OTHERS)\ \ \
\ OPEN SPACE All \, / ' i
LOT 32 \ V\ V (PHASE II) V APPROVED SWIM FOREST & 50SFA
\\ 0.40 AC \ OPEN SPACE EASEMENT LLI D_
\ \ (FROM DUNLORA PARK 4,693 SF / J
P2� \\ OPEN SPACE
AI ROAD PLAN SUB201600206) J w z
2.15AC\ / (/) d
14 Q
5
T�PG��`` w w \ 25'STREAM / LOT 22 M
BUFFER 50SFA 0 J 0
5,329 SF / Q z
° x // \ \ \ \ 1 R VAT\ \ S 1:H Q \� / Z
\ ESMT. / \ U LL C)
\ h
�� \ \� \\1E/P-E/ \ LOT 21 W Y z
LOT 33 \ \V O 40' SFD Q
w
RIO ROAD CURB AND \ \ \ \ 7,218 SF uj D
GUTTER IMPROVEMENTS v. \ / U) O
(BY OTHERS) ° \� /
a
ul C/) < >-
STREET TREE (FROM APPROVED / \
LLJ
CC
\ / LLI
DUNLORA PARK ROAD PLAN SU6201600206)\
PROPOSED TEMPORARY GRADING o° X \ ���0/ \ps i/)
EASEMENT FOR PUBLIC USE UPON
DEMAND OF THE COUNTY \
o a
G�
FROM APPROVED ROAD PLAN (STREET TREES) PLUS 1 QR: Q
s 6 LOT 31
x\ �\
PROPOSED VAR. WIDTH LANDSCAPING PGA
EASEMENT (6' OFF BACK OF SIDEWALK - TYP.)
PLANT SCHEDULE
SYM
BOTANICAL
COMMON NAME
9ZE
CANOPY(sf)
TOTALSITEQUANTITY COVERAGE (sf)
TREES
OP
QUERCUS PALUSTRIS
PIN OAK
21/2" cal.
1 419
1 26
10,894
OR
QUERCUS RUBRA
RED OAK
21/2" cal.
1 424
1 24
10,176
PY
PRUNUS YEDOENSIS
YOSHI NO CHERRY
6-7'ht.
99
0
0
TOTALCANOPY
50
21,070
®oo DC
N O
UZ w
v ZD ~
w Q w
w
Of U)
EASEMENT WILL BE DEDICATED TO THE HOA \ \ \ 5ti0
FOR MAINTENANCE PURPOSES 6 x �5
JOB NO.
152115
GRAPHIC SCALE
SCALE
zo Q o 80
CANOPY CALCULATIONS:
DUNLORA PARCEL AREA: 8.62 AC INTERIOR LANDSCAPING (PHASE II ONLY
AS NOTED
PROPOSED T CONCRETE
SIDEWALK 4' OFF EXISTING /
20% CANOPY REQUIRED: PAVED PARKING & CIRCULATION AREA: 6.974 SF
TREE PRESERVATION AREA: —1.64 A CANOPY REQUIRED 5% : 349 SF
BACK OF CURB (RIO CURB ( IN FEET)
ADDITIONAL CANOPY REQUIRED: =0.08 AC CANOPY PROVIDED ALONG ALLEY): 424 SF
SHEET NO.
1 inch = 20 ft.
AND, UTTER BY OTHERS)\
ADDITIONAL CANOPY PROVIDED: =0.48 AC
3
\
20
/ 1 ■ ■ ■ ■ ■ ■ 3 ■ - � w PROPOSED WATER \ — _ — — i' / 59242 SF
Q I I + MA CHLINE — SE T IS T:LATERAL (LOTS 30 & 31) . — — — —0No.035791.1t,
OSED WATER / L0c 5/ / \ ' + / \ LATERAL LOT 29 . 42, SFA/l4 F+ 326 SNEW SANITARY / / 3O /
10 \\ /
SEWER LATERAL / r �/ T�� � � � / F O T 6 �
^FcoT3 / peps 42' SFA
■ ■ ■ ■ -■ ■ .� /I \ l ljA g68'
BMATCHLINE - SEE T SHE T 1 / R'gSg� FE'gg83 ,� �� 4,839 SF
STEEP SLOPE NOTES: EXISTING SANITARY 8 6> \ - / o \ s� \ \ i`/ / Mfi6
1. FOR CONSTRUCTED SLOPES, THE MAXIMUM STEEPNESS IS 2:1 LATERAL TO BE / �83 / / �QF
(HORIZONTAL: VERTICAL). DnlfaPk-2-7 EXTENDED°
2. FOR GRASS STABILIZATION ON CONSTRUCTED SLOPES, THE ISE RIM FRO PROPOSED 10' PRIVATE
MAXIMUM STEEPNESS IS 3: 1. SLOPES STEEPER THAN 3: 1 MUST ELEV. 453. STORM SEWER EASEMENT �T / 101 / / �� j� x�6
h
BE PERMANENTLY STABILIZED WITH LANDSCAPING VEGETATION TO 0 /' Q ^�° j / \ , k x Q \\ uDi
HARDIER THAN GRASS, WHICH WILL NOT REQUIRE MOWING.103 / /\ �\ 16 4 / o_
./ , / I / \ A y \ V — � NOTE: ALL WATER METERS SHALL BE ACSA 3 � YD B_
i
APPROVED TRAFFIC -RATED METER BOXES. / l / �/ \ / —I _ CQ _ / \ \ " \ \./ —' \ �/ K z
/ U
YDA�'Lu
4)2' SFA Z Z w
,\� r-- 338 SF
3.� in z
PROPOSED GRADING , " - - \ � a / / ICI Lu
3 / l' \ T PROPOSED 20'STORM 1 / W
SEWER EASEMENT \ LOT 2 // Q z Z
PROPOSED SANITARY LATERAL / I // / // > g
WITH SADDLE CONNECTION — LOT 27 1 O \ \ 3 / 42 SFA LJ.I Lu
�E EV. 5 \ 104 2' `FA + 14 4, 9 2/T SF Ice EXISTING SANITARY -- �4 6�F\ S/ T
�,• �O F X / y, / LATERAL TO BE LOT 3 /
�� / /� /
,,� T / EXTENDED / \ \ \ \ \ \ / /
� o � 3 � � � � v�\ � ..� � 42 SFAS
F / / / \ RAISE RI FROM ELEV.\446.52 4 45 3 F
Q Q O EXISTING D.I. \ M 17 M \ \ \ / ✓
/—i' / A Av Av TOELEG.451.00 �� V� v V I __— ,� /
PROPOSES V�DOTSTD. TYPE I RiPRAP LO�
LINED CHANNEL w/GEOTEXTILEFILTE�v\v42' SFAV ; 1 ✓ 00
/ / r
A_FABRICUN6ERLAYMEIICHANNEL TO,\A 4 �96-SF V Ar / w N
Q �
EXISTING 20 1 � EXTE'NS TO� Xm:\ TING 21RIPRAP CHA NELE13
DRAINAGE EASEMENT Q z0.22 C S�RIATE SANITARY\ V _ 4.70. FPS
SEWER LATERAL 0Q10 29 CFS
APPROVED PROPOSED X/ RI U-. f12
�� �r•: / / �y —° —° i
/
/
FT \ \ \\ \\ \.SOT 25
FIRE HYDRANT & WATER LINE \ \ \ q\� SWAB �S PEp30%) \ \ \ \ 42� SFA\
i
F-' NEW SANITARY I v v 3v A
SEWER LATERAL /v \v SL 8
/
\ \ 7 "V\ EXISTING DITCH OUTFALL
EXISTING /< A v v TO STREAM
WATERLINE / / \ I \\ \ \ \ \ \ \\--/ / W
M
APPROV�
jD WALL v v 4
L�24 // N
NEW SANITARY �� A \ \VA V�\� A \ ��� ��� �a 31a�F / A /" \y. k\\P
CIO
SEWER LATERAL �� A �. A, \ V A A / / / W
N G
I ,
v PRESERVED STEEP SLOPES O T 23 / -I- w � C�
VATE
\ I d7 Q
/ A A�I ITARYi A — V/ A V AA \ \ --SO �FA�' N
/ J X / 1 SEWER LATERAL \ \ \ \ \\ \ \\ \ \\ / \�� 4 6J3 SFA-- / w N Z
\.
ACCESS EASEMENT \, \ A
j Q
/ vv ih v A• v v v v v v v vv �v V 50' SFA -j W a
5,SF �// v >
V )
L9
MANAGED STEEP SLOPES -- / Q Q
TN \ \ . o - - I --- z <
LL
PROPOSED WATER
LATERAL (LOTS 32 & 33) `. \\ \\ \ \ \\ \ \ � \ ; �• � \ � � \ — — \ / � \ / \ W H�
\\ 3 NEW SANITARY
SEWERLATERAL\V ` v �,:\ A \ �'�: A A AV AA �v �� W Q
/ a \�y PRIVATE SANITARY
SEWER LATERAL —� v \—— — �
T
ACCESS EASEMENV J CJ
'o ul
A V A\ /�� ��� �� A V ��� \ V A A� A \ \V A�\: ��VA ������ /��0-SF�D
\ \ \. A`''
�\ \. \ y v \ v v v v v v A// 6'— LU
877 SF L
TEMPORARY GRADING EASEMENT FOR —
PUBLIC USE UPON DEMAND OF THE COUNTY / \,Vi, SV A �V \ 'i / A A\ �� A \� v� v AV A V A \ \ \ V A� \\ V \ 1
V
THESE SLOPES HAVE BEEN DETERMINED LESS THAN 25%
vvvv-- Q
PER NEW TOPOGRAPHIC SURVEY AND SLOPES EXHIBIT PROVIDED BYv \ V A \ v v� � � _ �_ -_ Q
ROUDABUSH, GALE, AND ASSOCIATES DATED MAY 18, 2017, AS \ \ \' _ _ (D
�0� � � PERMITTED UNDER SECTION 30.7.4(b)(h) V A A A \\ \\ \\ \ v \ — / 422 0
4 i {— O O O
7`z \ V AV —---
o — w
ZD
w w
a Lr)
JOB NO.
GRAPHIC SCALE PROPOSED WATER \\� �y\\ \�\ ��ti �y \\ \\ 152115
LATERAL LOT 34 \ �, 1 :.y �(� V i _
SCALE
---
( IN FEET) � ; \ i' �'\ > \ � � \ � _ � � 2HEO.
1 inch = 20 ft.
ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES
GENERAL WATER & 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
STRUCTUE SIZE AND
WALL TNCNNESS VAI ES
SECTION A -A
NOTES,
L THE STANDARD SAFETY SLAW OSI IS TO BE USED ONLYWIOI SPECIFIED INTHE PLANSON M DRAINAGE SURRMT Y SHORT AfD/M LIE UIMV[E CESCRPTgX.fOR WHxtLEs.
JINLTION 1104R AND DROP NETS WITH HE Ib(IS QCATCR THAII T2 FEET, TM SPCMC OF
ADRµ:ENT SIJEFT AABS SHALL BE !'TO R' WRx NO SAFETY AAW LOCATED WITHIN 5 FEET
OF THE
TOP OR BOTTOM M THE STRUCTURE. SAFETY AIRS SHALL NOT N LOCATED BELOW
AN, NET PPE OF .W DIAMETER OR GREATER.
Z. THE COST OF THE A -I 6 R4LCED N THE MST OF THE STRUCTURE.
3. ACCESS OPIIBOS ARE TO SE STAGGERED FROM ONE SEE OF STRUCTURE TO THE
OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY.
4. SAFETY AAB WAIT E CAST -IF N-LN ACE M PRECAET, CAST--PLRCE CONCRETE TO ME
CLASS AW (A PHA). PRECAST CONCRETE IS TO BE M (4000 PIP. REIPCMINO
STEEL TO BE N ACCORDANCE MEN MSNTO NTT,
5. ACCESS OPFNNOS MAY BE 30- DIAMETER M 50- SHAME. WHEN STRUCTURE WDTH 6
LESS THAN 30' THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY
W0 LOANS'.
P.
A
FM W 0 DETNLSRAWRIFS
L s BARS R e• C-C TV.
TYPICAL PRECAST UNIT
%VAPAAa
TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS,ROAD AND REMAINS STANDARDS
E E
S EET 1 M 1 REVISOR DATE MANHOLES AND JUNCTION BOXES ME
IO6.N VIRWA DEPARTMENT M TRANSPMTATICN
KOTENxE G.-AT
IOVRM °- -
RPII
PAVED SIHLLLDD
LONGITUDINAL PERFORATED PIPE
SLIpL1IID N[N
A 0�
W AWARE
CRUSNx2 STRENGM
QV'Cllm GRnNUE PAKrxT
.v.
°F r'E
Nw.r N^ Neu Z_rFA
•.:di'
NME BPNE
SMOOTH CANE "Cl.EIJ
pBDIHpE•
WM TE
CCMWATEO PE
/A91T0 M-353
sc ro£ 1
An AGDEIRTE. I5 AGDEUTE M DIBHm
r r-D-
LLALss Nalw °q
N
D MATDI ARUNHNNr.
NON -PERFORATED OUTLET PIPE FOR USE
I
UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS
PAVED SHOULDER SECTION
(FOR USE WITH STABILIZED OPEN -GRAINED DRAINAGE LAYER)
NRVpfNV .N £... DNB YO AI` E N WRL lltl°E9° xM- EOET
MOT[MTa[ MANAGE FAYIC _ NNW IELTED ACKAOW TO ASTM pNl[ 0 5%D6(CCTCN.
IDVEMI➢ HAY AT ICq MNM M,LE
ONEWF vEMNI -ES SHldEom ~
MNLNE LATER '• • £E NDIE S -EP
WOMAN LAIEII . MW LN P... IDII-4 WA1FD Y LDEMigN
SHAME •_._-
SEE NOTE I - - -ES
.57 rGDEOAN. 41 AXIMOAT[ D O`UMD •ILL Si'D.U64 EVD. // SRO. W-4 EOA
cL45s METING AS
DRA➢AION £W'RSENr.
CURB AND GUTTER SECTION
(FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) I A'
PAVEHENf !
NOTES: Es EP g
L 4' WINNER, F OvaD ATTAINING Lw4[ V D Aw "n M TM W MAE EDGEDRAINS IN CORE AREAS
Z. MEN THE U0NCf NN_ ARE CONNOTE DIRECTLY NO A DRAINAGE STRUCTURE
NNCP ILLET.NANIAW [tt.1. RMhT9iMATTO WREN PPES ARE HOT IMANO.
3. AWRY ELEVATION AT OIILIET END D OUTRLI HIT TO £ A M D H-W
.HAVE NEVER ELEVATOR BE REL9vrq DRAINAGE WON D sTTRICINE
4. ILL EOIECi6S (ELBOWS, WYES,ETC.1 MEIN PAY HATS iGR WHET ESE
NE TO WE O THE SIRE CRUSHING STRENGTH AS THE an1Er ENECE RR COi V°M"pAKp SHARE
S. OUTLET ARTS MN TO BEINSTALLED M P% W I DMM£1 DIPf4. DC NB TEIEORATED
.. ENEMY.. OR AN NOT. ON aL.W L IwMM.w
S WTET PPE TO BE SECONDLY CONNECTED TO EN-4 M OTHER MIW/GE ♦R EE.AEro .1.
SIPoKIYE. FARE
T. WITDL M UWTS OF A COMMERCIAL- WITARM. H4HVOORRI PBE SAL HE
UI N LOU CE EEE6MATED M.
W THE HDMTN OF PPE BETWEEN T£ WYL COBEUM RO THE EW12 SNI £ SrD. OURS MINED[ RDWMAr
LMTED O HD WORE THAN .- TO HENRY CNLR.L INSPECTION OF THE MAN . A WTTM NEEISBRN EIWEEN 1K HATS OF $TIC. am
OTER ONECT. iLLWEE NW 'EN1gspiTOIINN� (DNS WITS
, IN SI WITHIN FALL UTPTH E STAMRm w _OHAA ED CANNOT
° � CIINN GHN ... RB WrTER, RON 2B MORE. SHALL RE LD
NO 21 B ANMEGATE MAY ALSO E ABED FAIN TM T STAIIII O ONRIED
MATERIAL LAYER AND CUE RO RUTTER.
SHE"ATD ILLD-W-FT
STANDARD PAVEMENT EDGEDRAIN ROM AND BRUCE STANDARDS
v
2.D
SSS BOWMAN DATE WET 2 OF J
RUNA OCEANFRONT OFMRNSPORrATM
LR4
FAM DOW
E
BE R
PAVEENi
OYEBWPB
p.
- WXV HI
£E NOTE 1 N7 N GATE..W
r-o- "0• AMANI M PALI
DASS .1..B
VARIABLE OUNI EOL .I.
( '_-
PAVED SHOULDER SECTION
OUTLET PPE
M SORE
UOO M SHILL ME CFMERO UNDER OA MO DRTD
I.L%1A :O A°1l . -O
PA"WE"'
1�rNR _l
NNMME.•. GUIIEI ARE
TT x.liI
45T NiEG I N . PIPE
ImEGArz an cmlB CRUSHED
LLA33 HEETM NW
GRADATION EOUE1ENf.
CURB AND GUTTER SECTION
R WOMAT[D
`B�^'^ �PEFMEHCE
BOND AND a50GE 5T W DS STANDARD PAVEMENT EDGEDRAIN
SEFT H D 2 EVI9(NR D4rE 11
2"
roe.Da vYNWA D➢RMADW OT r.NBPMTAMR ID
Ln"vA
EU
4(BB SE T[
DINE
Fu oNNNAnw I.MERORAx
COMBINATION UNDERDRAIN CD-2 ON FILLS
CENTER LINE SECTION
WITH TYFE 156ECT WTDµI
TRENCH PLACEMENT
FAAEENT SURFACE L ME
-SAGA£
sEDcr x"Yuen TYPI PLAN VIEW SHOWING PLACEMENT OF
aU MOEOATE. LB IDEOATE OR CRUSTED CO-2 LJHDERDRAN
0.ASS EE1N5 NB ORIL.LTKW RE0.WEENTA
BE
TNEAGBrL[E •^D' NON -PERFORATED OUTLET PIPE
OR TYPE D LSE OWBTTxD STIEIDTx
••WON. aAMETR
sWlNWALL PVC .WJ D.TEJ
�-PAT2EXT 9ROelE a ES 913D. T1 WALL RE TD ,B NNN I I Mmm
SMA`E M EVENT ITAERD RWA£
�-SELECT NATERAL TT£[M AWON/DE
T. .. -e.a.e :::. o.oie T@ONT MLAE ST/BLIZE01 INWE NAMEEITSS IEO -NOTES
45T AGDEOATE, IN AMEOATE OR DNHTED NMN1i61 ADMIRERS tr NxO TO 2112 AT SY DEIECIIdI
£GTE _ RAGS EETM RB M.WTWR ReaAEENM
F/M'YEW'.P Tro GENERAL NOTES
1. TRION. WALL E DIED M1. IMEDA£ MD TIRO 1 HARD 1. TO
INSURE GMIL .
NSRDMJT SLAB FAVDEM 2. OUTLET ARE SHALL REON Al THE EDGE OF THE MANEL NNE PAAEENT RO
IRA L E REA D M A HALE III TO THE SHOULDER SLOPE 2 % W.IE
DESMAIMI MNIE
w-2 J. ONCDE MD UBg SECIBIS, WIF1E IT 6 YVBSBE TD OTHERWE RDEE
Ctr wnE1s I'Di wODOWHS 11TEr RE rD E LOCATED SO AS TO DRAW INTO DROP
ew INLETS D IAIxw1Es
5'-0 ROE,]1B." YIL OF�PIHI YE 4. M S H ESEYATED £CttNP. 0I 6 TO BE VILER ENTIRE PRESENT AREAWTx wIEET PPE M LOW Ef£ OW
5. INVEST DENTxN AT OUTLET END E OUTLET ARE TO E A IRWIN OF T-0 ABOVE
WMWT BEVAIIOI OF EM. . ARCH D 51MDILE.
PLACEMENT OF CD-2 LNIERMAN AT E ALL MEECTIDB IOEDWS, %% 511EiNTR .. THEM BM LIMITS FOR Conn ARE ARE TO
BRIDGE APPROACH SLABS WE DF THE WARE DaHNG TB TME OUTLET PWE.
7. OUTLET AE TO E £CIELY MINCTM TO D-BOR OTNA MARINE
STRUCTURE,
(AT GRADE SAGS RAND BRIDGE APPROACHES) D5 DB
15 1/2" E.J.I.W. 1574 CAST DIO I 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. SQ&ID AWSR
" WITH 10 1,4- BAND
PVC PIPE SEE BACKFILLAND
BEDDING
45R BEND REQUIREMENTS
PVC PIPE SEWER LATERAL
SANITARY LITERAL
WYE
--
11
lY
------------
BOTTOM OF7RENCH
SECTION 'A -A'
SEWER
CUSTOMER'S PROPERTY
EASEMENT OR RIQTM1OF-WAY
SANITARY LATERAL
(WHEN INLINE LAYOUT REQ'D)l
II
r CAST IRON CLEANOUT
-
"
FRAME AND LID
-AI J
'a
11
N
Y
1
SEWER u l
I 1 I 1 I/ 1
( I 1
\ LULL
• /\�" ;,
INYE 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 J14
8" 8'
MIN MIN.
BEDDING
8 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 qMN
UNSTABLE s a s s•
SOIL\ IN MIN _ MIN MIN
a68 STONE
"GRANULAR FILL AS
_� APPROVED BY ACSA "
-OR
_ ON Z STABLE SOIL ROCl2
NOTE :
LINO 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.
3.11HE 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
NTS
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.
SALT
TREATED
FINISHED GROUND 2 x 4
MARK,
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
0
II ADJUSTABLE VALVE BOX W/ LID
II
z U
v
N
�
M.J. GATE VALVE
zzzzz
WATER LINE
I
I I
2500 P.S.I.
CONCRETE _9 4 2'x 2' BEARINGAREA.
THRUST BLOC 4
W
e A 4
4
O ..
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRA
TYPICAL GATE VALVE
NTS
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-10
ONE
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TYPICAL
MANHOLE FRAME
& COVER
N.T.S
FIG S-I-D
TD-25
8"MIN
EMBEDMENT
SPRING LINE
OF PIPE
NO. 68 STONE
24
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
-INTIAL BACKFILL•
(6" LIFTS)
* THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
-HAUNCHING
-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
1/8 BEND
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD-32
NOTE: HYDRANT MUST BE
EQUPED WITH CHARLOTTES-
IFVLLE THREADS WHICH IS
THE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
6' MIN Tl2' TO 10'
(2701
7 CU. FT. ALVE BOX
58 STONE
42"MIN VAL
GATE
r ,H VE
B" % 6„
TEE
2500 P.S.I. CONCRETE
BASE AND THRUST
BLOCK AGAINST-�•
UNDISTURBED STABLE
SOIL. STEEL PILE
WHEN THE SOIL IS DISTURBED OR WHEN
RESTRAINED JOINT FITTINGS
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE :
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
0. 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 LOCATIONS 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
1- TOME -K-
SOFT WRITER
NOTE:
NO SWEATED FITTINGS
DUAL SERVICE
1' TYPE "K'
SOR COPPER
SINGLE SERVICE
NOTE
1) SADDLES SHALL BE USED ON PK PIPE
TD-8
I- COMPRESSION E 3/4' MALE PIPE COUPLING
M APPROVED EQUAL
0
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTµ SERVICES OR DUAL RESIDENTIAL
AND IRRIGATION ¢ACCESS.
TEE O
It
1' COMPRESSION II 3/4 MACS NPE COUPLING
OR APPROVED EQUAL
0
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE WHERE AN IRRIGATOR
METER IS NOT PRCMDED.
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
NTS
FIG. W-6A
TD-10
SCOTT R. COLLINSHZ
I-y
Lic. No. 035791,E
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JOB NO.
152115
SCALE
AS NOTED
SHEET NO.
5
GENERAL CONSTRUCTION NOTES FOR STREETS
ROAD NOTES
1. CONSTRUCT/ON INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL
GRADING
BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF
COMMUNITY DEVELOPMENT (296-5832) 48 HOURS /N ADVANCE OF THE START OF
1•
THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE
CONSTRUCTION.
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA7ONS SHALL
2. UPON COMPLETION OF FINE GRADING AND PREPARA77ON OF THE ROADBED SUBGRADE,
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT
THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE
2•
WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED
(3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A
FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH
SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT
SUITABLE MATERIAL TO THE S OF THE ENGINEER.
DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST
J.
VEGETATION
ALL OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE
RESULTS FOR APPROVAL.
E EASEMENT
ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES
J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC
AT ROAD SHALL BE REMOVED.
RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL
4.
O
ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER
VEGETATION
DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A
PRIOR TO THE CONSTRUC770N OF THE SUBGRADE.
NATURAL WATERCOURSE.
DRAINAGE
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCA77ON AND APPROPRIATE
END TREATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADDIT70NAL
1.
ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH
GUARDRAIL MAY BE REQUIRED AT LOCA7ONS NOT SHOWN WHEN, IN THE OPINION OF
A MINIMUM COVER OF ONE (1) FOOT.
THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS
2.
STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON
REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF
THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE
3.
ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH
INCREASED TO SEVEN (7) FEET
AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY
ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS
ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C).
OTHERWISE N07ED ON PLANS.
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES
4.
ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE
SHALL CONFORM TO VDOT STANDARD PE-1.
ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH
COURSE.
SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY
PAVEMENT
ADHERED TO.
1.
AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT
OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE
VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED
RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
METHOD OF CORRECTION.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA
2•
SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD
COMPACTION BEFORE BASE IS PLACED.
NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
J.
TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED
MEETS REQUIRED GRADA77ON FOR TYPE 1, ll, OR 111 PRIOR TO PLACING AGGREGATE BASE.
BY 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
THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
THE INTERMEDIATE COURSE IS BEGINNING AT THE COMPLE7ON OF THE INSTALLAT70N OF THE
11. 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
DESIGN SPEED, OR AS DETERM/NED BY VDOT FOR PUBLIC ROADS.
DAYS OR MORE AFTER COMPLE7ON OF INSTALLAT70N OF THE AGGREGATE BASE, THE PUGMILL
12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE
REQUIREMENT WILL APPLY.
SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS
5.
THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
SHOWN ON THE ROAD PROFILES.
6.
BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS
BEFORE SURFACE TREATMENT IS APPLIED.
THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO
7
PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA
(PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.).
INSPEC7ON PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
8•
BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTA7ION SPECIFICATIONS.
ALBEMARLE COUNTY
9
SIGNS, OR SIMILAR ORNAMENTALUT ES THAT
NOT ENHANCENA ROADTWAYSLLSCAPACITY OR TRAFFIC SAFETY, SHALL NO, BERPERMITTEDO
GENERAL CONSTRUCTION NOTES
WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WI7HIN
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING
THE STREETS RIGHT OF WAY.
CONNECT70N TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATI0N (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICAT70NS
AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH
THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY
CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY
OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE
OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER
TO
STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE
PIPE -CLASS Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
GENERAL NOTES:
t THE DETECTABLE WARNING SMALL BE PROVIDED BY IRUNCAIED DOMES.
T T 2. DETECTABLE WARRNO TO BE CLASS A 3 CONCRE F )CLASS A-{ F PRECAST)
PANE
WITH AP ANT INTEGRAL SURFACE COVE THE FULL PEDESTRIAN
OF THE
RAMP FLUOROTHER
B T2 FOOT TIN ENGTH N H DIRECTION OF P DIMES ET
WARFAD NAY BE USED 'FARM S OF MATERIAL WITH
OF NEE ENGINEER. TRONCATED 5 DETECTABLE
3. SLOPING SIDES OF CUM RAW WY BE POURED MCNOIWFCALI V WITH RAP
FLOOR OR BY ISNG PERMISSRLE CONSTRUCTION DONE WOW REQUIRED BMS.
F F 4. RAP FLOOR 5 PRECAST HOLES BUS BE PROVIDED IE DOWEL BARS SO
PRAT t A R PLACEMENT O MJOMYRG REAPED SIDES CM O CIS N PLACE IE PLACE
PRECAST RMP BOOR. PRECAST CONCRETE SHALL BE CLASS A-{.
T X 'P I' CENTER 1 5. BOIN SIDES
SIRS ME 0 BE N0.5 8 PLACED O CE E 0 CENTER ALONG
ONCREIM COVE1119 R Il RAW FLOOR, MN-CEPTH OF RAMP FLOOR. WNN.N
6. CURB / CUD MD CUTTER SLOPE TRANSITIONS ADJACENT TO CUR RAPS
ME INCLUDED IN PAYMENT FOR CUR / CURB AND GUTTER.
7. CURB PUMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
BY TK ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
M ACCESSIBLE ROUTE WHIM THE R1WT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWA.N 6 EXISTING. PROPOSED.
OR NONEXISTENT. THEY MUST BE LOI WTHIN PEDESTRI/FI CROSSWALKS
AS SHOWN ON PLANS OR M DIRECTED BY THE EMPNEER. AM SHOULD NOT
BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LDHT POLES. FNF
HYDRANTS, DROP INLETS, ETC. ALCENWf ROUTES PROVIDE A CONTNIAUS
UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL
ACCESSIBLE KNiNTS OF A FACILITY TOUT CAN BE APPROACHED, ENTERED
AND USED BY FSOESIRMNS.
0- RAPS WY BE PLACED ON RADIAL OR TANCENTM SECTIONS PROVIDED THAT
THE CUR OPENING ORTHIN IS PLACED LIMITS THE LTS THE CROSSWALK AND
F'TNERPETNOICI.I LO AT tCOBNNECTION OF THE CURB OPENING 6
9. TYPICAL, CONCRETE SE ALAS4N. WH
EN THE. ENTRANCE RAO
T
ACCOMMODATE THE REDMErTS OF MMDATD HEAVY TRUCK
TRAFFIC REFER TO STANDARD CG
TRUCK RFHCI FOR CONCRETEDCOMMERCIAL FNIRNNCE (HEAVYERVR TO WHEN CUR RAPS ME USED N COMIONCTDN WITH A SHARED USE PATH,
WE MH4MU $ WIDTH SHALL WE THE WIDTH OF THE SHARD LSE PATH
0.2• T
r 50/ � 65Y M BASE ]IMCTLR
I - DB^ IOU
I- RAGA mAMFTFa
7TYPE A
PERPENDICULAR
_1_
' NK
MAX
TYPE B
PARALLEL
2 , MAX
-
is
AT X . 2" HIGHER THAN
F
.DGE OF PAVEMENT
AT XX ^ CURB ,SAE As DP or e
TYPE C
PARALLEL & PERPENDICULAR
I.S - 2.4" _ TRWCATD DOME
C-C O a;
0 0 O O D O O O O 0
0 0 0 0 0 0 0 0 0 0 0 0 0
i
0 0 0 0 U 0 0 0 0 0 0 n 0 0 0�
N
U
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
L
0
%R
0 0 0 0 0 0 0 0 0 0 0 0 0 0
n n o O n 0 0 0 0 n 0 0 U 0
TRUNCATED VVIVIC. DETECTABLE WARNING
DETAIL DFTAL
CG-12 DETECTABLE WARNING SURFACE
IQppEC
RTV. 7105 GENERAL NOTES
20305 1 VIRGNA CEPARTMENI OF TRANSPpRRATIDN 602
�4 � 2"q
d- d-
a -a
6"
SEE
d-
NOTE 4
b-
n-
n
a
a -.a-
a- a.
a.
6,
RADIUS
I a
MIN SURF,
15" e .
a ..'a
MPX.
7.-A-- -
a n BASE
p-
a. e
ACCEPTABLE ALTERNATIVE
F CURB IS EXTRUDED
BASE
SUBBASE
NOTES
(VARIABLE WIDTH)
4" CONC. 3000 PSI
28 DAYS OR STRONGER
4
4
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
2" SM-9.5A
SURFACE COURSI
8" COMPACTED
BASE COURSE,
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE
4000 PSI IF PRECAST.
COMPACTED
SUBGRADE
ASPHALT PAVING - ROADS
NO SCALE
GG-2
3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG
FACE OF CURB) WILL BE PAID FOR AS RANA_ CURB.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
05" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)
IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH 15 TO BE 18" AS SHOWN.NO ADJUSTMENT
IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN
INCREASE IN DEPTH.
5.CC-2 IS TO BE USED ON ROADWAYS MEETING THE
REQUIREMENTS FOR CG-6 AS SHOWN IN
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL.
SPECIFICATIM
BEPEBENCE STANDARD 6" CURB
105 REV. 9/06
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.01
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 It a
Dp
ADT
Alley A - Lindley Place
46
0
46
4
4
4.04
SM-9.5
2
2.25
BM-25
0
2.15
21A
8
0.6
9.30
TYPICAL ROAD SECTION
CIL
R/XW
POINT OF
FINISHED GRADE
CC-2
/ CURB
2" SM-9. SA
CURB
CUR
SURFACE COURSE
27
2%
4" VDOT'
C ROOT
21A
8" 21A STONE
STONE
STONE
BASE
SUBBASE
BASE
20'
(TRAVEL LANE)
0.5
21' B/C-R/W
VAR. WIDTH PRIVATE ACCESS
EASEMENT
ALLEY A
TIYO- NAY PRIVATE ACCESS ALLEY
(VAR. WIDTH PRIVATE ACCESS EAS"EMENT)
I I
I � I
(RAIDS M BE Al I �"
SHDWN ON PLANS) I C
/ n
1�
SIDEWALK
(SEE NOTE 2)
8"
n /
A-1 AA STREET APPROACH SAME SURFACING
`. AS MAINLINE ROADWAY (SEE NOTE 6)
I
(RADIUS TO BE AS
RPDIALL COMBNATION SHOWN ON PLANS)
NOTE; WIDTH "B" 2'-D" OR AS A� MAINLINE ROADWAY
AL SHOWN ON TYPICSECTION.
PLAN VIEW
MALINE ROADWAY SLOPE
10' PARABOLIC CURVE
EDGE OF SHOULDER OR FIX MAX. D
OPTIONAL FLOW LINE SLOPE CHARGE ® - - - _ - D
IMMLIE ROADWAY - - - - - - - - -
BX MAX. D
SLOPE CHANGE - - - -
D
5' MIN. COMMERCIAL ENTRANCE
® CONSTRUCT GRACE CHANCES WITH A PARABOLIC CURVE.
SECTION A - A
B
"T -- -
IN'. n', .YOU
CONCRETE
SECTION C-C
GENERAL NOTES
L CONNECCUTIONRMUST BE DESIGNED INSED FOR STREET COAC OCNDARCE WITH
AASHTO POLICY AND THE APPLICABLE REQUIREMENTS
OF THE VDOT ROAD DESIGN MANUAL, INCLUDING SIGHT
DISTANCE REQUIREMENTS.
2. WHEN THE ENTRANCE RADI CANNOT ACCOMMODATE THE
TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS
WITHIN THE LIMITS OF THE RADISHOULD BE
INCREASED TO 7".
3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3
OR CG-7, THE CUPS FACE ON THIS STANDARD IS TO
BE ADJUSTED TO MATCH THE MOUNTABLE CURB
CONFIGURATION.
4. SEE STANDARD CG-12 FOR CURB PAW DESIGN TO BE
USED WITH THIS STANDARD.
S. OPTIONAL FLOWLINE MAY REWIRE WARPING OF A
PORTION OF GUTTER TO PRECLUDE PONONG OF WATER.
ENTRANCE NOTES
6. PLANS ME TO INDICATE WHEN CONSTRUCTION OF A ROW
LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS
THE ENTRANCE.
7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE
RI LIVE (EXCEPT MY SUBGRADE STABILIZATION
REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE
OMITTED N THE ENTRANCE.)
B. RADIAL CURB OR COMBINATION CURB AND GUTTER
SHALL HOT BE CONSTRUCTD BEYOND THE RVW LINE
EXCEPT FOR REPLACEMENT PURPOSES.
B. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES
D" ME LNSTD IN THE ALLOWABLE ENTRANCE GRACE
TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET
CONNECTIONS.
ALLOWABLE ENTRANCE GRADE CHANGES
ENTRANCE VOLUME
GRADE CMINGE
DESIRABLE MAXIMUM
HIGH MORE THAN IDO VPD
0 %
3 %
MEDIUM SOO-1600 VPD
53 %
FIX
LOW I LESS THAN 500 VPD
58 X
8 X
NOTE' ALLOWABLE ENTRANCE GRADE TABLE IS NOT
APPLICABLE TO STREET CONNECTIONS
TRIP GENERATION
CALCULATIONS
TRIP GENERATION BASED ON ITE TRIP GEN TION
MANUAL (8TH EDITION)
3 TOWNHOUSE UNITS (CODE 230), 3 SFD UNIT E )
ADT: 46 VPD (23 ENTER/ 23 EXIT)
AM PEAK: 3 VPH (1 ENTER/ 2 EXIT)
PM PEAK: 5 VPH (3 ENTER/ 2 EXIT)
SPECIFICATION
REFERENCE METHOD OF TREATMENT -
CONNECTION FOR STREET INTERSECTIONS
502 AND COMWRCI& ENTRANCES REY B D
VIRGINIA DEPARTME14T OF TRANSPORTATION 203.04
SCALE: 1" = 150'
SCOTT R. COLLINS
Lic. No. 035791.
/ 1 W .1 CA
00
NIL III c
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED
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
BEING COVERED.
iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE
PLACEMENT OF ROADBED BASE MATERIALS.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS,
SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE
APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES,
FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE
AS SOON AS POSSIBLE.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART
OF THE FINAL INSPECTION.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALBEMARLE COUNTY, WITH A MINIMUM
OF A ONE WEEK NOTICE, PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO
SCHEDULE AN INSPECTION.
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
reconstruction conference with RWSA is required P prior to the start of work.
q
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 sanitarysewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All
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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 any
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 by RWSA in writing.
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.
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STRUCTURE
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Min.Design
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Depth
(Depth)
(Type)
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0+35
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0.70
0.06
0.04
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0.22
0.30
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0.11 ft
6.8
0.29
0.12 ft
6" GRAVEL
4' WIDE V DITCH WITH 4:1 SIDE SLOPES (MAX 6" DEEP)
DRAINAGE DESCRIPTIONS
STR. NO.
PIPE INFORMATION
INLET INFORMATION
COMMENTS
DIA.
(in.)
LENGTH"
(ft.)
SLOPE
(%)
INVERT
IN
INVERT
OUT
MATERIAL
INLET TYPE
Curb
Type
INLET
STATION
SLOT
LENGTH
RIM*
ELEVATION
YD C
12" YARD DRAIN
-
0.00
-
458.00
VDOT STD. IS-1 REQ'D
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6
17.45
0.57%
454.72
454.62
HDPE
YD B
12" YARD DRAIN
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0.00
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457.80
VDOT STD. IS-1 REQ'D
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20.40
0.59%
454.62
454.50
HDPE
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12" YARD DRAIN
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0.00
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457.80
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A-102
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33.02
0.76%
454.50
454.25
HDPE
104
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0.00
10
458.71
VDOT STD. IS-1 REQ'D
103
15
90.43
0.91%
453.75
452.93
HDPE
102
MH-1
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0.00
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460.91
VDOTSTD. IS-1 REQ'D
101
15
79.67
1.92%
452.83
451.30
HDPE
POINT
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STRUCTURE
DRAM
AREA
RUNOFF
COEFP.
CA
MLET
TIME
RAM
FALL
RUNOFF
Q
INVERT
ELEVATIONS
LENGTH
SLOPE
DIA
CAPA-
CITY
VEL
FLOW
TIMC
NCR
ACCUM
ACRES
C
MIN
MIN
C.F.S.
UPPER
LOWER
FEET
FT./FT.
INCHES
C.F.S.
F.P.S.
SEC
YD C
0.02
0.60
0.01
0.01
5.00
6.67
0.1
YD B
454.72
454.62
17.45
0.0057
6
0.5
1.7
10.0
YD B
0.03
0.85
0.03
0.04
5.17
6.61
0.2
YD A
454.62
454.50
20.40
0.0059
6
0.5
2.4
8.5
YD A
0.03
0.70
0.02
0.06
5.31
6.57
0.4
104
454.50
454.25
33.02
0.0076
6
0.5
2.9
11.2
104
0.15
0.78
0.12
0.18
5.50
6.51
1.2
102
453.75
452.93
90.43
0.0091
15
6.7
4.1
22.3
102
0.00
0.30
0.00
O.18
5.87
6.39
1.2
EX 10
452.83
451.30
79.67
0.0192
15
9.7
5.3
15.1
PIPE DESIGN
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n=0.01forHDPE
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Y D C
Y D B
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0.012
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6.67
0.08
0.08
454.72
454.62
17.5
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0.0057
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0.46
1.75
0.17
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0.85
0.03
0.038
5.17
6.61
0.17
0.25
454.62
454.50
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6
0.47
2.40
0.14
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104
0.03
0.70
0.02
0.059
5.31
6.57
0.14
0.38
454.50
454.25
33.0
0.01
0.0076
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0.53
2.94
0.19
104
102
0.15
0.78
0.12
0.178
5.50
6.51
0.78
1.16
453.75
452.93
90.4
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0.0091
15
6.68
4.06
0.37
102
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0.00
0.30
0.00
0.178
5.87
6.39
0.00
1.16
452.83
451.30
79.7
0.01
0.0192
15
9.70
5.28
0.25