HomeMy WebLinkAboutSUB200100236 Plan - As-built Road Plan and Comps. 2009-04-15L
(15
11 rPE INV = 435.59
W INV = 434.85
M
450
430
420
410
"••
390
380
370
04
LOT 1
2.382 _Ac.
AS -BUILT CENTERLINE OF
SCC
LOT 2
2.218 Ac.
rAN�1GER WOODS DRIt7E�CC-A
DB 219
LOT 3
3.020 Ac.
AS -BUILT DRAWINGS
JUNE 30, 2003
REV: AUGUST 7, 2006
Horizontal 'curve 1
D
= 65'06'51 "
T
= 319.24
R
= 500.00
L =
568.23
C
= 538 14
LOT 3
3.263 Ac.
G, P
SG
i
,� 6 110,
CA
_cc_ A
12" CMP ►- . , o - -. S eed Limit �' . • . .
UPPER INV = 432.87 • • —_ • ' i
LOWER INV = 432.25 -" .. �,, "�_ - - .. _ . �_ .. _ .. __. . _.__ �"' �,� - , ' P
D/W ENTRANCE QSCC-A)AS-BUILT
CENTERLINE �'
AS BUILT E OF SCC -,.. ' '
EDGE OF PAVEMENT
_ '•�•
L 0 T 14Street Sin _
r __. _ LOT 11
I I2.382 Ac. TANjJ GER St p Sign
2.863 Ac.
LOT 13
2.133 Ac. WOODS LOT 12
C
OCIRT 2.119 Ac.
--� SCALE -J.
� � 213-561 � � � „ — 3()' H0!_�
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420
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No.
30542
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ENG\
Revisions:
NO. DESCRIPTION
DATE
2 ENGR Comments
8-30-01
VDOT Commenrs-TF17-91
4 As -Sults
As-BuRts1
6 As- u s
8/7/06
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Sheet No:
420
410
400
390
380
370
360
350
340
9+00
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14+ UU
15+0,0
16+00
420
410
400
390
380
370
360
350
340
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VPI EL = 415.00
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ILLER
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No.
30542
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K = 75.61
ENG\
evis•o s:
NO. DESCRIPTION
DATE
ENGR Comments
8-30-01
-0.54%
5-30-03
6 1 As- is
8-7-06
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Fheet No:
2O
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VERTICAL CURVE
VPI STA = 14+25.00
VPI EL = 380.00
LEN = 189.51
K = 30.00
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380
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350
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ILLER
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No.
30542
�4.
�SSIONAL
ENG\
evis•o s:
NO. DESCRIPTION
DATE
ENGR Comments
8-30-01
As-Bulta
5-30-03
6 1 As- is
8-7-06
N
W
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Fheet No:
2O
LOT 16
2.270 Ac
00t
1
L8'8Z+5 00d
Ewe
45C
D
43C
42C
410
39C
370
8+00
AS -BUILT DRAWING
JUNE 30, 2003
REV: AUGUST 7, 2006
LOT 19
2.790 Ac.
1
0Drainage Easement
2193-564
�q A l T H 0F. �`,
l�`=� L 0 T 22
11M4THY R. MILLER � �G 3.6 74 A c.
CERTIFICATE No.
nr 2065 soar j S��'
��=EO LANA Sim
.►
�•�Ar 'kp 9z,�
t�
o�
S � •. FSA
9S+\� Horizontal Curve 1 1/A�0
D = 155'36'08"
c T = 1017.62
• �'/'� R = 220.00 tis
• ��l%G�. L = 597.47
. 0/1s C = 430.06
TANAGER WOODS CO UR T `
50 R/W
IN.
219 3 5 61
0
q f - - - s, of S�� L07' 21
��'--_ . • ' • ��-N���� 3.204 Ac.
LOT 18
2.926 Ac.
LOT 20
'.400 Ac.
(SCC -8
PS�O
SCALES:
1 " = 30' H 0R
" -
10' ,,'E R
ID8 2193 561 tasement I
MILD
10+(00
11+00
1 2+UU
1.5+UU
460
450
Refer to Detail on Sheet R2
25 - 25' ; _ e
3 T �N.__
v N N O4
Surface Material 3 Q lV_i17
2" SM -9.5A o > o
Prime Coat (:;, J
,�4�
a, --,4.5=---4.5' - 4' -- 18' Base Materialo C y %) 0)
6 VDOT 21A
W v N
4"V: 1'H 0' E
2:1 Max C 0.
O
NOTES: Q
1. Design Average Daily Traffic is 240 VPD.
to
4 of 4 T6 d�
---4.5' --4.5'
2
4 of 4
-6'-
1"V: 1'H
pis ns P�s��c.
ve o
Surface Material
2" SM -9.5. rime CoatArNLTH
0ILF
Bose Material
14' 6" VDOT 21 A ` __V4 ;
/ 2:1 Max 1� TIMO ILLER ,1
CER No.
TYPE
W
D
A
9'
1.5'
B
9'
1.5'
I C
9'
1.5'
00
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vi
+
w
.45%
LO
j
-�'
2-42%
cD
VERTICAL
,URVE 4
±
VPI STA
10+05.00
VIP! EL -
LEN = 166.40
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K = 54.
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10+(00
11+00
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1.5+UU
460
450
Refer to Detail on Sheet R2
25 - 25' ; _ e
3 T �N.__
v N N O4
Surface Material 3 Q lV_i17
2" SM -9.5A o > o
Prime Coat (:;, J
,�4�
a, --,4.5=---4.5' - 4' -- 18' Base Materialo C y %) 0)
6 VDOT 21A
W v N
4"V: 1'H 0' E
2:1 Max C 0.
O
NOTES: Q
1. Design Average Daily Traffic is 240 VPD.
to
4 of 4 T6 d�
---4.5' --4.5'
2
4 of 4
-6'-
1"V: 1'H
pis ns P�s��c.
ve o
Surface Material
2" SM -9.5. rime CoatArNLTH
0ILF
Bose Material
14' 6" VDOT 21 A ` __V4 ;
/ 2:1 Max 1� TIMO ILLER ,1
CER No.
TYPE
W
D
A
9'
1.5'
B
9'
1.5'
I C
9'
1.5'
Denotes VDOT EC -3 Lining
Denotes VDOT Class 1 Riprap
LINING
VDOT EC -2 Blanket/Matting
VDOT EC -3 Blanket/Matting
VDOT Class 1 Riprap
ik SIONAL E
icevisions:
NO. DESCRIPTION I DATE
3 VDOT Comments 10-17-
4 AM rnarn an4 I 11-R-/
0
0
E--4
0
v
cn
ALBEMARLE COUNTY ENGINEERING
'3 ui
v o
0 0
co
440GENERAL CONSTRUCTION N ROADS
:�
• 10. Where rural cross sections t C() Z
1. Prior to any construction within any existing public right-of-way, including connection to al s s ct ons ore installed, all residential driveway entrances shall Z �
any exiting to VDOT standard PE -1. I�g road, a permit shall be obtained from the Virginia Department of O W
430 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. 11. Paved, rip -rap a stabilization mat lined ditch may be required to stabilize a -�
drainage channel when, in the opinion of the Director of Engineering, or the
2. Construction inspection of all proposed roads within the development will be made by the Director's designee, it is deemed necessary.
County. The contractor must notify the Department of Engineering (296-5861) 48 hours W O
in advance of the start of construction. 12. A minimum clear zone of eight (8) feet from the edge of pavement shall be w U
420 maintained on all residential subdivision streets. � Q
3. All materials and construction methods shall conform to current specifications and 4)
13. Compliance with the minimum pavement width, shoulder width and ditch sections, r__4
standards of VDOT. All excavation for underground pipe installaition must comply with P � P f...�
OSHA standards for the Construction Industry (29 CFR Part 19216). as shown on the typical pavement section detail, shall be strictly adhered to. Er�-i � Co
Exceptions will not be allowed. 0..4
4. Erosion and sitation control measures shall be provided in accordance with the approved jY E-'' N
41 erosion control plan and must be installed prior to any clearing, grading or other 14. Upon completion of the roadway construction, street name signs shall be
construction. installed by the developer at all street intersections. Signs and their installation w
shall conform to 'Albemarle County Street Name Sign Requirements'. The developer
5. Upon completion of fine grading and preparation of the roadbed upgrade, the contractor shall be responsible for aintenance of signs until roads have been accepted. W
shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results Z
shall be submitted to the County. If a subgrade soil CBR of 101 or greater is not 15. Road plan approval is subject to final subdivision plat validation. should the �I • C.)
400 obtainable, a revised pavement design shall be made by the desiign engineer and final plat for this project expire prior to signing and recordation, then approval of a -�
submitted with the test results for approval. these plan shall be null and void. �, 0, �
6. All slopes and disturbed areas are to be fertilized, seeded and rrnulched. The maximum 16. Traffic control or other regulatory signs or barricades shall be installed by the Q
allowable slope is 2:1 (horizontal: vertical). Where reasonable oHainable, lesser slopes of developer when, in the opinion of the Director of Engineering, or the Director s
4:1 or better are to be achieved designee, they are deemed necessary in order to provide safe and convenient I 0 Cd
390 access. All signs or other regulatory devices shall conform with the Virginia Manual
7. Surface drainage and .pipe discharge must be retained within the public right-of-way or �C for Uniform Traffic Control Devices. co
within easements prior to acceptance by the County. All drainage outfall easements are 17. Use VDOT Standard CD -1 or CD2 underdroins under the subbase material at all
to be extended to a boundary line or a natural watercourse. •�
cut and fel transitions and grade sag points. �
8. Guardrail locations are approximate. Exact length, location and mppropriate end treatments 18. The speed limit is to be posted 5 mph below the design speed.
380 will be field determined at the time of construction. Additional guardrail may be required
at locations not shown when, in the opinion of the Director of Engineering, or the Dkector's
designee, it is deemed necessary. When guardrail is required, it shall be installed four (4)
feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths
shall be increased to seven (7) feet.
370 9. Where urban cross sections are installed, all residential driveway entrances shall conform 4 of