HomeMy WebLinkAboutSDP201200061 Plan - As-built 2016-11-03'UREIC ROAD AND UTILITY A5-� � JILT FOR
A 13EMARLE
7 ir1z1\-AE31L1TAT10- "i:N I ER
TM MAP 9 ' PARCLL 12
5COTT5VI ff DISTRICT, AL3EMARLE COUN Y, VIRGINIA
VICINITY MAP SCALE: '=1,000'
�CU
.10
horn Ln
SCt/fierr t p
0S
t�
AMA
Foxcrofi
ru1ill O,eek
ro
R eynvtia tCn_ ``c}e fim
Lpkp
Lake'
Rey
�<6eW L� r*rvra
Q
cc
a and:
IMAGE PROVIDED BY GOOGLE MAPS
Cr'eeY[mrIt I
0-
f4
SITE
x A
,
Lyrrary Hills
SHUnU INDF�
G V - COVER SHEET
C2 - ACCESS ROAD PLAN
C3 -STORM SEWER PROFILES
FUTURE —
CONSTRUCTION BY
OTHERS
14.5'
OWNER / DEVE�=O416�.R
Albemarle Health Care Center, LLC.
2917 Penn Forest Blvd.
Roanoke, VA 24018
ZONING
TMP 91-12
PD—MC — Planned Development Mixed Commercial
Per Approved Application Plan, ZMA201100006. Dated: 02/08/12.
SOURCE OF TITLE
Tax Map 91, Parcel 12
DB 4132 PG 347
DB 4425 PG 165 (Plat)
DB 4425 PG 325
MAGISTERIAL DISTPOCT
Scottsville
BENCHMARK
Top of existing storm sewer drop inlet along the entrance road to the fire station.
Elev. 510.77 — See sheet C5. Datum for topography is NAVD88.
SOURCE OF BOUNDARY & TOPO
Source of Boundary Survey:
Subdivision plat by Roger W. Ray & Associates. Dated: 04/12/11.
Source of Topography.
Two (2) foot contours shown from an airborne survey under the supervision of
James H. Bell, Jr. aerial topography from Louisa Aerial Surveys, Inc. Dated: 03/10/12.
9' DITCH
4'
BIKE
LANE
6'
SHOULDER
13' LANE
49.5' +/- ROW
20' TRAVEL WAY
2.5'
CURB
3' TEMPORARY
PAVEMENT
�L CONSTRUCTION BY
AHCC
13'
ULTIMATE
CENTER LINE
TOTAL FUTURE ROW = 63'
6'
5' S/W 1,
ACCESS ROAD CROSS SECTION STA 13+75 - 16+50
Not To Scale
! ►
�, ��� �:,���� ,,
�, , /
EXIST. VARIABLE/WIDTH TEMPORARY GRADING /
EASEMENT FRO
/M ALBEMARLE COUNTY I
�Q
000
°1 0
DB 4425 PG Y59
I
w
w
\ •
� I
1 ' i -- Ex Sanitary Easement
_
! - -
�
(A
\
I \ New Di-7 1 /
\ „.. �' l I
Maintain / DB 4425 PG 225� Future 5 Sidewalk
I (Drainage - - 7-
-
---
/
-
/
'' -- II
'�--
! \ To connect with 15 - ./' I
! I \ P stub installed with, 3 a /. /
to DI-7 /
I
I
z
i W
w a
\ _ construction.
of, 1 ISIRE
//
\ \ ;, Monticelb Fire d . I LP/ / /
20 DRAINAGE Rescue . �.' �` I /
� EASEMENT i • 3 � � � 1 I /
ME
/ _
/ I
-
//
`
STA.
19+45.95
W
° 1
d
z
!
�'
D.B. 4425-181 &
1 HORIZONTAL CURVE #1 �° �` \ D.B. 4425-157 PLAT '
\
,.
v I�
G 2" _
I
_..- 4 -5�4.. -
/ _ _ _ I
.
I
____._____52
»-_
1'27 36 W _._.._
�66.84 FT
_ __ _._-.- -._. -- ----.�...�__
E
ile `
�'
l
z
Vn
MILL CREEK DRIVE
Da 19'0555" �, s° �2 x>\
3 I 1 ..� �L�
7
, 10`'-22� Berbd 15+00 I
10" -11.2 °
Bend �6+
�\ 5' Si ht blS
33
100' PUBLIC ROW
I " -o o x\ ci
Dc = 19'11 17 �' o, 0 69 9�\ ,
�n �
T = 127A0 \4�.� � 9\ \\ _� ..
///�/s/
i' / I / -1-
, a /
��,� �1 � ,�
- educer i
„ \ flew 6 Landsc� e rip
10//x10 Tee „ I)1 Waterline- p P
r R25.
Str fi
! (Sign
>' 99
Point C
\ -.
FUTURE ROAD BY OTHERS
- - - - -- -- - ---
`
-\
--- a.
I I R = 300.00 @ �l \ - - - - - P P
q e�
don�cf1/ /
1
>,
10 GV
^.�
\ _
\
_
-�\
- ._ \
Z,
N
I
I L = 240.27 ��� FACE OF CURB \ i
I x�o CURVITURE \ \ �' PP�M��/
�ba �" / /
/ FT _ill
_ M--�M �"-
sties
•, • '
R25. ' �_
.. �- \________
\
_-------
---- \
N
Q
I
o R = 240.25 \ �' NEw/3
I c� \
cam/
/
, 10 9 Elbo
-- - New 5 Sidew
VDOT Stan�afd \
w
CURB & GUTTER
�, _
CURB & GUTTER l L - 84.90 \
EXISt: AGG SS -
o
,�� /
•:
\ 1 orm wer \
_Sign
_
Bar ica
I
1
_ _
- - - _ _
w
J
N J
�r
I Road To Flre� ,\ \
CY)�\ ` °
j ��o�do /
/`� // 13
-
_.._. _. _.. _
Point „ �\ 3+75 '''
_
� - -- - -
--- ---,
�; 3oN3A
- -
--- x=-
Z
z W
I
I o �`tation �\ -PAVE ENT • 4 \ I 13!
/
EXIS TO
:
i�
o I
Z o
2 f-
I
- - � RKINGS
--
cs �
/ / I
/
ice .
t o 1
t --
S 9
3 _
1
0a`
.
a.
_
ca
J
w
SIGN /
/
•--\
I Z I
I I i 1
I I I Exist. Variable CP GL�E /
I o9 Width Public ROW _
DB 4425 PG 154 P P MEND GL 11.
MEND
/ / /
/' / / , -
/ /� /
Ex. St Sevde
, _ x. Si Dist. f" \ e
- - - - em `' \ t
` \ \ i! .� ` \ \ ! �
VDOT STD. c,
\ �-
y
, , r ✓ a b
,
` "-
` o
!1. ! Col.
I
�� _ _ '�. ,
I Street I �� j/ \ f
_ Grout Ex.-� - r_
\ �.-�/
i / / l E men
i / /
\
CG 11 Entrance
,
a�
I I
I STOP SIGN
Sin SIGN
\ g I \ 18" RCP , i .,u
�, ,
sroP I I- /
B 44
�/ / \
�^-� +
- / I
, \
\
! I \
,
, ' A ' , ' , , \ , o a
I
r .. l .. `
a�`k / /
EXIST. VARIABLE WIDTH
,
, ,
�I
�.. I
i
I I ` �./.
SIDEW \ y
\ 0 STR - / s
/ r
has ent 1 ,-- u I
- \
D 5 97 - - TEMPORARY GRADING
/
\
! 1 !
!
, a , , a ; \ ; a3
, �� a , \ r
a , �§ , a , a ,
r
I I Point A
_
;`
11 - ' I .,'/ ,� ,/-�
Replace Ex. _ : ��
/ p - / /j
�� -.c'
_3
EASEMENT FROM ACSA �" I New Treelin
�o-\o DB 4425 PG 216 CL (tyP•)
{
Irl
� JUSTIN M. SHIMP
Lic. No. 45183
a
i
__- �\
/ 507 .''6 a /
\i % '
W
No\'u� HORIZONTAL CURVE #2
1 I
I I
-� /
i Di-3B Top � 11 � � . < ... /
/ �-
/ � i s �' /
AliW N /
/ 3'
I
f 3
\ o
\ I
-
k Da 19'05 55
� s „
Dc = 19'11 17
`
I \! 3 I ! . :.
A A
, ' /, a ,
II
an 3
I
p�M ® i
+0 0 505 . P �,� Limit.
I- M M- M- M--- M- M- M/- n� EX EpGE OF eJ Ne'_-6 - ' i �� � / ��
` _ - ' o�\,� (
�. o o T 115.68
ti . �,
FACE OF CURB �\ R = 300.00 I
I
I !
.. !
I , I !,
* / , A � , a
�l , ,
�I ��� + a
r '
! -
`
`ssl0 AL E�
N
_
Tie in to existing
CG-6 at curb inlet.
4
I t r - - 3
I l SP _LIMIT SIGN.. � � � • � O � -!
sca IC; Strt � ,� . '�� ' L___
�
_ 3 CURVITURE
I � R = 240.25
L = 220.82
I
�
`
I
I ! I 1 •
I ! �, � I i ,. !
• . ,
1 Install new CG-12
DI MH
6 k� _ - - -
" ': �' i / �!/ -
EX. FH ~
- _ 1 \ L = 100.14
"cam+
STREET NAME
,.. a• - i / ' i / M--►r _ Ex. 18 DI to i e
r x ,,,� �' , - ��� M- - - _
"
Ex. 18 DIP Watermain. Contractor
to field verifydepth
/
���_
/
s1 Reloc. FH New _.- M-'�- �
/ I� a Re Sidew Ik �'' = `- rn M -,fr �,'_� 7'
-� 1- -- -E 11 JARIABLE WIDTH TEMPORARY GRADING
I \ M
of pipe. Contractor will submit
review and approval by ACSA
relocation plan for
if it is determined that I
//
\ / , !
/ /
' /l
U,1---
..
�" '�\\z --_
Il
TP r , ` M �' '�"-� EASEMENT FROM ALBEMARLE COUNTY.
relOCatlOn IS
required.
_
/�
I /
DB 4425 PG 159
I I ' \ . • `� •' �
�\ ---- FOR ROAD STRIPING DETAIL, SEE 3/C1
I
r a
/
� Id, \ , ;,ram-•`
= '` '✓
� -
`\
O
:�
i
CURB &GUTTER
1 I r__-
II I i i • 20 DRAINAGE - -
EASEMENT
I
,/
>
/ ` !
r __
„f�
M--" �
��
\ \
o
SIDEWALK
�' (D.B. 4425-181 &
o ' D.B. 4425-157 PLAT)
//
` / ! �!
• '. - _ I terCt� -- „ .�.
\ \
\ \
c2i o
O o
1 o 30 0 30 60 90
' !
\
/
„
t -'-- / ; ' o, r'/
1-0 cs \ \
\ \
S�w
Scale: 1 "=30'
\
\
O
550
o `'
STA. 10+00 TO 13+50
No
MATCH EXISTING PAVEMENT GRADE AT
OF ROAD540
-- -
LL
V
530
i
Road Profile Per Approv
SDP 2001-0089
4- o
n
NOTE: A FIELD SURVEY OF EXISTING CONDITIONS
THE EXISTING VERTICAL GRADE.
WAS PERFORMED TO DETERMINE
/
.
EXISTGRADE
3.5' EYE HEI
-
- --- --
---
_ -
-------
--------
-------------------------------------------
- 17i
-__ _
_
- 3.5 EYE
EIGHT
Q W
CO w
o o
�
Profile at
Sight Distance Line
� �
O
520
5.29%
N CUj
4
rLn
_Lj/
350.00VC
249.84SD
46.96K-Val
cvr
7%
j
+M
-2.
Proposed Design Per
Approved
N 00
+LN
�j ooUnQ�
-7W c0C)F-
w �;
Q
N w
rn
+`n
c0>
o J
m�
Q
~
00 oN
+�
oo>
J
W
/
[\�
SDP 2001-0089
LLJ
CD
/
ELE=517.84
L > o a
w
,N N -
�'o_
O
J
w
22.62' FROM C/L
STA=13+79.04
C +� Cnn
0 U-)N00
U
w ¢
>
I
W
_
-
o
ELE
517.00
CIQ
�
o
U
m
510
00
r-
/
7.84
ELE=515.52 STA
1.33 FROM C L
FROM C/L
13+57.79
o .-N
�N L'
C N
g�
�`V
-
J
co
s- uI
STA=13+26.66 0
n
�--
\\
-
elevation
ELE=513.68
0o
N
Future Road
By Others
=
of road
1.66' FROM C/L`°
a�
ELE=510.36
STA=12+87.13 M
Q,
Date
-'
ELE=5
1.28' FROM C/L
8.21 STA=12+20.75
cn
0
ck:
11 03 2016
Scale
f - - -- --- -- _-
0.62' FROM
C/L
PROPOSED URBAN COLLECTOR
o"
STA=11+70.86
30 MPH DESIGN SPEED
+ m
:0 a
1 =
'
60
Sheet No.
SCALE: V:1 "=5' H:1 "=30'
a o N W
500
C2 OF 3
11 +00 12+00 13+00
14+00
15+00
16+00
17+00 18+00
19+00
File No.
L10+00
jL 10.033
OSTR-0 STR-1 STR-2 nSTR-3 STR-4 STR-5 nSTR-6
550
545
540
535
530
525
520
515
510
505
500
495
(n
�o
d O
I ^�
Ica—i-11
^E
CVO�wLn+
_
J
(
Ow
00
J
cD
CD
r7 cfl
d r�
z
c)
m
ch N
m
Ln M
to tip
m
w co
Q
w t
ON
o
OIQ-
o
O
o
� �
�
0
z
ELJ
z
w
w
z
z
z
_
EXISTING GRADE
—
_
--
w
�
¢
Lf)
f
@ 4.50%
N
1,q,59 LF - 15
HDPE
/
PROPOSED GRADE
3Cover.
o
z
12
15" HDPE @ 3.00%
S
84.15 LF -
EXISTING GRADE
— --
167.23 LF
LLJ
I
_ _
o
CD
LO
/
tl
z
=ffEMn. Cover
HDPE 3.1
PROPOSED
GRADE
81 LF - 15"
•-
2.57%
17. -
c
rn
o�
OR �
.-`n
f
�
vi
5
am
o
co
CD
�O
�~
��
tf')�Ln
N
O
Ln
O
I
tOZ
OZ
I
OZ
Oz
G
O
z
—
zz
zz
I
zz
zz
�I�
z
�-17 1 -ruu Z--t-uu 5+uu 4+uu 5+00
6+00
7+00
(771--�STORM
SEWER PROFILE: STR-0
THRU
STR-6
SCALE: HORZ: 1 "=30' VERT:1 "=10'
550 w cE
Z :E
Q O UJ
w�
545 � z
540
N
535 °
N
N
w
530 w Q
1 W
� J
525 _'
Z W
w
520 o
w �
515 N
510
505 O� �p�LTH op 1
L
500
1..a
v JUSTIN M. SHIMP >
495 Lic. No. 45183
SI01NAL