HomeMy WebLinkAboutSDP201200009 Letter of Revision Letter of Revision 1 2012-07-24 pF A
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`�RGIN�P
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road,Room 227
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
Scott Collins
Collins Engineering
200 Garrett St
Suite K r'
Charlottesville, VA 22902
July 24, 2012
RE: SDP 2012-009- Old Trail Block 11-Letter of Revision#1
Mr. Collins:
This letter is to approve the letter of revision
1. Wheatfield Way shifted to the west to allow for a 10' separation between units 3
and 4. All road and turnaround dimensions were maintained. All driveways still
maintain the required 18' length.
as shown and described in the revised plan and letter of explanation dated July 23, 2012.
No other changes that may show on the plan are approved with this letter of revision.
This approval is viewed as your first Letter of Revision for the above-mentioned final site
plan, entitled SDP2012-009 Old Trail Block 11 Final Site Plan. Please note that a total of
three (3) Letters of Revision are allowed before all changes to the site plan are required to
be submitted in the form of a new site plan amendment.
If you have any que ions please feel free to contact me.
Sincerely,
Megan Yaniglos
Senior Planner
COLLINS ENGINEERING � a oGARRETrBT, SUITEK4HARLOTTEBVILLEVA 22902 F434.293.3719 PH 434.293.2813 FX
www.collins-engineering.com
July 23, 2012 •
Megan Yaniglos
County of Albemarle
Department of Community Development
401 McIntire Road, Room 227
Charlottesville,VA 22902
RE: OLD TRAIL BLOCK 11 (SDP-2012-0009)—LETTER OF REVISION#1
Dear Megan:
.
Please consider this request for a letter of revision to the Old Trail Block 11 Final Site Plan. '
This letter of revision proposes minor changes to provide a 10' building separation between units 3 and
4. The northern end of Wheatfield Way was shifted slightly to the west as shown in the attached'pdfs.
Units 1-7 were adjusted accordingly, including driveways and walkways. Road and turnaround
dimensions have been maintained. No utilities or drainage facilities were changed.
There are no other changes to the approved plan. •
This is theist letter of revision proposed for this site plan. We acknowledge that a total of three (3)
letters of revision are permitted for an approved site plan.
Please let me know if you have any questions or require any additional information.
Sincerely,
Scott Collins, PE
•
i
RECEIVED
JUL 2 3 2012
COMMUNITY
DEVELOPMENT
-
`' NOTE: NO GUARDRAIL IS NECESSARY
FOR THE CONSTRUCTION OF GLEN
VALLEY DRIVE OR CLAREMONT LANE
LETTER OFREVISION]
- -
L = -- -, _ - - CLAREMONT LANE
-:... _ °-� 7:• Tangent -
I:i _
r r CONTRACTOR --- - --- -- -- 3 ----- - - -- - - " _-- - -- Length; Data168.07930+ Course: S 30' 36' 13.6937" E
- -
__ .rs , :,.,,. 7 ': - .. •..mm TOINSTALL -o -
T-
vN 1
5CONCRETE S/W I ,I Circular Curve Data - STA. 131+72.55
_- - _ ............- -- __. ___ - +:_ - - - - - i --::' Delta: 02° 40' 18.0167" Type: RIGHT
yc �_: INSTALL--vs-
Radius: 1150.000
Subrnittal Type
Reviewed and Ppproved by the
- - _.:,. _ .. n--"....,. ,,...,., ..,�--- .,»- ... _ T'.._..^'" .`^_. •-'�.•*-,� _ ,,,,r,:w..6 -:, ...":;"I. Length: 53.6..4 Tangent: ..6.517
.-:...F:. --_: -----
CommunityDevelnpmen4Departmenl I ---� ��� � -- -- r.��.l -- __ __ ) __ _--....__ - --..
__ -- _ i (TYP � 1 - \{� � � / ° anoen � o
i % -, _ ( 'STREET SIGN Mid -Ord: 0.313 External: 0.313
...Date ?Z(! /Z : - / _1 _ _ _
l LOT 32 Chord. 53.619 Course: S 29" 16 04.6844 E
Fileu S\ I ZiA _ CC
II STOP SIGN
LOT 2 LOT 5 CG-6 z4 I! Circular Curve Data - STA. 32+26.17
y s aB s -I LOT 1 LOT 3 LOT 4 cuRB a F/c Flc
Il C Si, at' LOT 6 LOT 7
...
GUTTER : ( Delta: 02' 40' 18.0170" Type: LEFT
_ -- MODIFIED VDOT STD. (TYP) FUTURE
�1 N Il i6 N 4 TOWNHOUSE
o_ TURN -AROUND S/W TO Radius 1150000
LOT 31 �,.. 8' SIW WITH TqCKLL3TOWNHOUS S BEINSTA�4 Lengh: 53.624 Tangent: 36.817
s8 I \ +J 4 CONTRACTOR TO TRANSITION CG-6
o `' vpoT STD. HVAC UNIT _ I - CURB &GUTTER INTO CG-2 SPEED 1I Mid -Ord: 0.313 External 0.313
p ..
CC-
2(TYP) (TYP) CURBING AROUND RADIUS OF CURB LIMIT I �ii
Chord,
- SIGN Cod. 53.619 Course. S 29 16 04.6855 E
VARIABLE WIDTH
- g o SIGHT DISTANCE _ - z8' '; _
LOT 30 a I" \ EASEMENT
' • ' _I � . � � _. .. - Tangent STA.
1;
(CURB III LengthtData375.32832+ 9 Course: S 30' 36' 13.6939" E
R/W-R/W: it -
f
I ' 79.7
-- --- :-- GLEN VALLEY RIVE
L - •,,.,) - , O - I• \, STOP SIGN -- } 1 REAR SETBA KTYP - i.:
1 C. I IN, I N (TYP) �I�z8 m r i. Tangent Data -STA. 9+50.00
N - ag N 'iS_ I�o_,8 -io - ..VARIABLE WIDTH �_ :. I _ J .'
I' LOT 29 m' I SIGHTDISTANCE _ O1 ^:/ I off. II: t-' Length: 394.053 Course: N60°45'26.7030"E
^'- R/W-R/W - _ - -� I-CG-9D ?S DI I EASEMENT " - I- TT i{
- - - -D/W (TYP) : 1-- " - + I. CG-azB : /v I? Circular Curve Data- STA. 14-44.06
f�. CC gD : i - :. :: a a :. .- �_ - CG-z STREET SIGN o
I � T
30' ao+oo : I : - : : - 10+5o I + -4DH
5 . - o. - - ) - I ' ' o Delta: 29° 05' 15.8152" Type: RIGHT
F/C-FC ag _I- VDOTSTD. D W TYP is ooi+ o I :iz 50 i : -VDOT SD.
- ,c ) T WHEATFI LD 3ooR a+oo
I- F - �w .-rnno--1--�1 VDOTSTD. ° I �I
-. v -LOT 2$ : o, `; _ -) - CG z (TYP) - CG-zz : VARIABLE WICG-z (TYP). .STOP SIGN 30o R - G n r CG-zz i Radius: 1450.000
z6' I - _ I STREET SIGN I - - I ENTRANCE
~- E/P-EP :'t % - I I I - - - _ PR VATS TRAVE: - STOP SIGNN ^ CG-2 STOP SIGNS �I.OII I , �:i length: g
I,I j ^I - - - _ �I ,Q- r= _ - aSTREE?11GN
- (Typ) t Lan h: 736.131 Tan ent: 376.180
.=z8o _ - f : �gi' _ _� � : CG-szB Mid -Ord: 46.4fi4 Ex[emah 48.002
_-_ .-_ JM .o � -1
zoVARIABLEWIDTH ALL I;LOT 27 xa8 i -Il 1 LOT 33 �.�Chord: 72s251 Course: N 75' 18'04.6106^ E
D It°EASEMENT (TYP) I f zo :.- _CG/CD- SIGHTDISTANCE ./ I III - _ I. a8o F/C +, LOT 8 Ill _- Tangent Data -STA. 20+80.19
F/C I -I - h k
D/W (TYP) ::. a8LU
Sa . SSW OPEN - - Length. 90.652 Course: N 89° SU' 42.5182" E
- - - = - -- - � a N : LOT 38 LOT 34 aa - o -
111 LU - j
S/w_'� ---' -I -ilw VI SPACE - A ew-"I
- n z ' 0.041 A O +, '6 Ir r II ' WHEATFIELD COURT
O �' -�� I - CURB �',JL'
I. 1-� :W a8'- Q LOT 39 SCONCRETE�__ LLl :�:: I iA --LOT 9_' �lil GUTTERVI'..: I� Tangent Data -STA 10+00.00
LOT 26 I T y _ LOT 35 ^ i8 _, m,-- I F I� Ii 1 Length: 173.560 Course: S 29° 14' 03.5259" E
°' STEPS TYP 5 z _
l^�,: �� - -,� ._ :_ Circular Curve Data -STA. 11+73.56
D - PC:3a+7z.55 Delta: 04' 18' 44.1174" Type: LEFT
LOT 40 I •III W 5 I Radius: 500.000 Length: 37.632
. I rn m _ ! LOT36 SW�
I _ STREET SIGN i8 - (-... d I O1,: LOT 10 ) �� I '.� Tangent: 18.825
?: LOT 2y °'-z8 : A p:. P n+7 .56 -_.5aw Q M a8 6'
0
CONTRACTOR TO IN STALL ( Mid -Ord: 0.354 External: 0.354
S' I �".(zCONa2AND SIW INSTALL
_ N - II PLANTING -;� I
.rn 10 hI P r -, - -_ ��.- _ -II c I - STRIP(TYP) �';�_ Chord. 37.623 Course: S 31° 23' 25.5845" E
5 _ 05 $ fff I Circular Curve Data - STA. 12+11.19
... -
- { � � � � :STOP SIGN - VDOT STD CG-gD. � I
i O:-- ": D -i.. I.. co+5q.: CG-z TYP I O- „- ..I ., I °Delta: 03° 52' 12.4388" Type: RIGHT
a �JHEATFIELD PLACE °lw (rvP) �� 50 ° I z y ° yp
--. :a9 --G o _I T AN:; stops ° _I,,I' 3z
m _
LOT 24 z
"' - zo -- L �`^- a _ F/C-F/C Radius: 500.000 Length: 33.773
LOT AREAS _.._- . ao 00 ;.. CG-6 I: 23' RIVATE AVE LW�Y n n al - LOT 11 - I _ g
_ -
I
lot
area
st
building area
sf
building
cove ra a
approximate
dimensions
1
6,220
1,832
29%
104'x 62
2
3,341
1,832
-
104'x 32
3
3,837
1,832
48%
104'x 36
4
3,999
1,832
46%
105'x 38
5
3,396
1,832
54%
104'x 32'
6
3,449
1,832
53%
104' x 32'
7
4,144
1,832
44%
104'x 38'
8
3,033
851
28%
10144'
9
1,695
842
50%
76' x 26'
10
1,709
844
49%
76 x 22
11
1,714
851
50%
77 x 22'
12
1,707
842
4996
77 x 22'
13
1,693
844
50%
76 x 22'
14
2,139
851
40%
73 x 22'
15
2,849
851
30%
72' x 28'
15
1,763
844
48%
79' x 46'
1 7
1 767
851
48%
79' x 22'
18
1,772
844
48%
80' x 22'
19
1,777
842
47'/
80' x 22'
20
1,782
844
47%
80' x 22'
21
3, 341
851
25%
Slit, 33'
22
4,128
842
20%
87 x 50'
23
1,928
944
44%
88' x 22'
24
1,909
851
45%
88' x 22'
25
L914
844
44%
86' x 22'
26
2,358
842
36%
87' x 27'
27
2,378
844
35%
87' x 27'
28
1,952
851
44%
86' x 22'
29
1,956
844
43%
86' x 22'
30
1,928
842
44°%
86' x 22'
31
1,925
844
44%
86' x 22'
32
2,435
851
35%
86' x 2Y
33
1,974
536
27%
80' x 35'
34
1,348
528
39%
80' x 16'
35
1,352
536
40%
SUN 16'
36
1,943
528
27%
80'x 34'
37
1,785
528
30%
80' x 33'
311
1, 341
536
40%
80' x 16'
39
1,341
528
39%
40
1,944
536
28%
80' x 34'
III O ° CURBv ..I�Too I - - - - O r -I ., I I. z8' Tangent: 16.893
% C' o� CG9D:.
A ti5' - -'- - - D/W (TYP) -- - ^ .,� I:E/Pj E/P : { .:. Mid -Ord: 0.285 External: 0.285
- - .PRC zz+n zg I I I -� P.: -� z
In _ - z6 i6 I I 9 Chord: 33.767 Course: S 31' 36' 41.4238" E
J f p.
f.�:. 0' REAR S -BA-. i6�'- R- z6' T-- z6 ;I I
- I,. �- TYP : _ � -i _ I m - LOT 12 L. �, I � PRC: 3z+z6.z �< Tangent Da[a -STA. 12+44.96
T
i i
1 LOT231'.-_ .�,- =a6 -.N :.'�-- o,: o y ,..� �I 7I I7 g
7t (•..I : STREET SIGN f_Ii6 - - I I - CURB - -- : R/W-R/W _ Length: 55.036 Course: S 290 40' 35.2039" E
N-
':; a8 w� I.h. rl .h I - I�: VDOTSTD --- ., _
- _PLANTING . e ;
CG-z (TYP) _
a8 _ - 4 .WHEATFIELD LANE
:I . - I - .. • -'. - - ! .---- , , �4 I {� Tangent Data -STA. 10+00.00
1 ° LOT 13 'I
I f ^ h..
STRIP
LOT 22 ,- .} - - _ I + -- j I III} jl, � ;.; Length: 200.000 Course: S 28' 57' 32.3527" E
CONTRACTORTO II `-P :az+44;96 0. _ - - - I °, {I FUTURE
REMOVECURB IIi �I {_ 7T NHOUS S I '� __; _„_ I ig�3 5
( __ a6
GUTTER AROUND VE&II\ I VDOT LOT 1- I C OLD UTERARRAIL AROUND
FF} 1 J, i8 zo 'll S/W WHEATFIELD PLACE
TIE INTO EXISTING II \\ MAINTENANCE D LOT 21 _-- LOT 19 LOT 18 LOT 17-LOT 16 '�. _ LOT 14 it F/c-F/c. -
\ z z ^ n n r ^ LOT 1^ - - + Tangent Data -STA. t0+00.00
ROADWAYWITHA ° , n _--- -- -- 3z+ Length: 190.438 Course: N61° 18'54.7079"E
VDOT STD MILL& \ EASEMENT- -m - -Rol
S MODIFIED VDOT STD. /„ X, z4' 9_
OVERLAY PAVEMENT \T.. L-1 I - - - _ TURNAROUND �,EIP-EIP 7'I79.
SYSTEM. ALL WORK -' .:`,. _(TYP) - STREET SIGN I:
_ WHEATFIELD WAY
_ STOP SIGN
&TIE IN CONNECTIONS - - - -
SHALLBECOORDINATED
Tangent Data -STA. 10+00.00
WITH VDOT .�' ,_ -STOP SIGN
�rytkJ II P Length: 181.722 Course: N 60' IS' 15.5485" E
d"` r`Circular Curve Data - STA. 11+81.72
S.D.=335
T.
13 PARKING SPACES - <\
INSTAILL �� - - - - v{ et, R3 `CG zzA ° \ Delta: 02° 53' 41.4410" Type: RIGHT
ao+oo CG-azA - S : i +-az+ o - --- D __
ao+ o zoo _ 5 : A °. - I 'INSTALL : Radius: 300.000 Length: 15.157
_ _ I n- + iz+oo iz+5o _ A i3+oo nw : v N �3+5o n s, I t - CG iaAy
T-INSTl4LL =� - _ ! - -� z - - _ N-{ - - _ I _ a- _ { a4+oo Tangent: 7.580
GLEN VALLEY m ° _ Mid -Ord: External: 0.096
CG-zaA - SPEED _ _ DRIVE. I V E V 1 ' R/W : n m 'Chord: 15.156 Course: N 610 45' 062690" E
r_i I ?3,F LIMIT -
SIGN _
3 Ili ffangent Data - STA. 11+96.88
NSTALL
STREET SIGN�_ _ --� p - ---=-- _ STOP SIGN - - CG zA `try Length, 24.294 Course. N63 I1 56.989. E
33s^ - _ _ - S .. j .. !Circular _ Curve Data -STA. 12+21.17
Delta: 02° 53' 48.7080" T
ype: LEFT
t
Radius. 300.000 Length: 15.168
NOTES' .\
ETE � D
- { I
a. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS FOR BLOCK as ROADS TO ANY ROAD EXISTING OR UNDER FUTURE 5 CONCRTangent: 7.586SJWTO BE INSTALLED z -
-1 I 'Mid Ord: 0.096 External: 0.096
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING WITH BLOCK az v z GRAPHIC SCALE
ROADS AND/OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO DEVELOPMENT v zc a 0 '>o Chord: 15.166 Course: N 610 45' 02.6355" E
o aa;... .. ...__
'i INSPECT CURB AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. - _ _ Tangent Data -STA. 12+36.34
2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE THAT Length: 60.534 Course: N 60' 18' 08.2815" E
MANHOLE TOPS ARE CONSISTENTWITHTHE ADJACENT PROPOSED CURB ELEVATIONS. ( IN FEET) 3 I-
1 inch = 20 It. {
i
N� N�,TH 0
9SCOTT R. COLLINS'z
U Lic. No, 035791 A
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