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ZONING MAP AMENDMENT 2018-00013
4� = ;� .'
N.
�� - - - ' ' APPLICATION PLAN
0000
---- I TMP45-94B RIO ROAD WEST
DB 1465/169 J - �'
� i ;
''� •' -- TMP(s) 45-101, 45-101 B, 45-100-A, 45-100
----- ; CMA Properties LLC CIO Colonial Auto Cent i I - - .-: =
Zone: Highway Commercial %� 4000 - %
Use: Commercial / - - ' - --- = - • " • -� ' ---
-_,F-a!$00: - ' Submitted: 18 October 2018
Revised: 12 March 2019
TMP45-173------- --- - i �. �_ __ =V� ,� i
-DB 3611/616 ���---_______ __--___-•' • - - 0� Revised: 29 April 2019
.� �___
'CMAPropertigs-1kC ; -----____----- �- - - =. �'- �� _ '---� ��� /' Revised: 03 June 2019
i
Zone: Highway Commercial ----------__`-'----J - %� � - - •' � _ � � _
�� � � ;G Revised: 24 JUNE 2019
Use: Vaunt Commercial �� - I �' �N — - r`
OhB r . �� -�3 N Existing Conditions
B� 130103
�AutoLLCo _ TMP45105 i ` o ° Sheet 2 of 9
�x \
1
Zone: � DB 18701119
a / ^F •. Bearwood Properties LLC , -, �� 9).
Zone: omm
e. Highway C erGral`,� ; = �--
•
TMP45-10 Use: Com mQr
/ 11
Ear 000*
AutoLLC �;'
1PB 43561399 - — �-�, _.I -Zone: C1 Commercial j y' 0000
�
lR nvestments INC
"� Use: Residential �`, -- --- - ----0000
-
Zon5 C1 Commercia_ - _ I �� j �\ -, -- ,� - ----
lise: cant Commercia �I
-
,� �/1
- -
Auto LLC
- --
I
Zone: C1 Comerc�-��-- - ---
�� iJse: Residential 000,�!
---
-
V� 0-00
_ TMP 45-100 �� / Cry TMP 45-102 I`, `r -_--_ _---
' — DB 363ti1062 _\ TMP S-A- 1 DB 47551449 '
I Dinh, Ton ' ,,450974f I The Geoffrey d Kilmer and Denise B;'
Zot2lCn[o
omme ial Auto LLC Kilmer Asset Protection Trustoopti \--Z e. C1 Comm rciat Zone. C1 Com b I ____
se: Resident �I Use: Commercial
U.S. Route 29
�� - - -- - - - - -- - J�_�_ _ -- - —� = -- - - - -{ " y i (Seminole Trail)
Grade Separated
- � --=- Rao Road West
Interchange
�I ----------------------- —--------------------
_ T T -
- T
TMP 45.102A TMP61-120K I T► ``
' DB 41941501 I DB 4365/46 I I
World Media Enterprises INC DBA The Daily Progress County of Albemarle, Virginia I I
I', ! -e Highway Commercial — : ghway Commercial I
e: Commercial Use: Commercial I I
100 0 100 200 300
LFLFLF---L---F--
Graphic Scale: 1 " = 100' SHIMP ENGINEERING, P.C.
-- - - -------- - -----
= ' i
-BLOCK 3
Neighborhood
Greenspace
BLOCK 2
Local Manufacturing
& Neighborhood Services
BLOCK 1
Active Urban
- 220' block width between
vehicular entrances
Neighborhood Services
,Variable block depth -
150' on SW boundary
,,200' on NE boundary
Angle follows exl--+lnn
sewer easement
Active Urban
200' block depth
Open air surface
parking lots shall
-=-not be permitted
within 50' of the
edge of ROW'
I ;--------------------_�--------------------------------------------------
�-----
Conceptual Rio Road West
I depicted with idealized streetscape improvements I
�I
1. This requirement shall not preclude structured parking
100 0 100 200 300 from being located within 50' of the ROW
LFLFLF---L___F_
Graphic Scale: 1 "=100'
1.47 ACRES
3.32 ACRES
—.55 ACRE
—1.3 ACRE
--1.47 ACRE
2.77 ACRES
ZONING MAP AMENDMENT 2018-00013
APPLICATION PLAN
RIO ROAD WEST
TMP(s) 45-101, 45-101B, 45-100-A, 45-100
Submitted: 18 October 2018
Revised: 12 March 2019
Revised: 29 April 2019
Revised: 03 June 2019
Revised: 24 JUNE 2019
Block & Activity Network
Sheet 3 of 9
Land Disturbance
3.32 Acres
All areas potentially changed by development.
Parking/Circulation
1.47 Acres
Includes pedestrian and bike zones to be developed
in future site plans. Structured parking is permitted
anywhere in buildable area
Oppen space = Neighborhood Greenspace
.55 Acre
Area dedicated for the Future Linear Park
Buildable = Local Manufacturing & Neighborhood
Services + Active Urban
2.77 Acres
Includes building area, pedestrian and bike zones, as well
as amenity areas to be developed in future site plans.
SHIMP ENGINEERING, P.C.
Arrows illustrate circulation e- tering, exiting and on li ; ; ` �� f� J:�' ZONING MAP AMENDMENT 2018-00013
site ,� ; ' I / �� - _ = , �� APPLICATION PLAN
- RIO ROAD WEST
-- � jam,/ J I ��/ i'/'/% ''-,-=•-�!�-j/-_
The relegated parking provides the opportunity --
�� °O
o'
for a future Type C local street creating possible ;' / __ ' �- ';_�`' = / TMP45=101, 45-101 B, 45-100-A, 45-100
interparcel circulation and connection across the site.-
- ---s - / Submitted: 18 October 2018
Pedestrian connections between the Active Urban ----- = -' •' • -----_ Revised: 12 March 2019
area and the Neighborhood Greenspace will bey---------- _-\-----_ -� /
-- --___ = i j i ; _ -1 / / / / Revised: 29 April 2019
included in site plan design. _____----
--- --------------
Revised: �. =� Revised 03 June 2019
Revised: 24 JUNE 2019
Proposed Circulation
- : , - _ . _ ; �\ Sheet 4 of 9
s.
--------------------
� Ii
�J
_
1 - ' ----
\A 5 paved surtace of G
sidewalk connects I-- �^ `.� - __-----------m
\ ---- - \ /
I \ \the Active Urban and I ,`\�-i---, \E-_ --- -- - - ---- -- ��,
V
Val
Neig boyhood Greenspace
'-
\ -------------- - -
------ ----- = Po cal -
--------------- ------ Possible Future Local
type 'C Street'
T - _=
I' -----I _- -- -_--- ----- --- ----- -- -----
I -----
I I
tI
J I fIntersection of--
'`.Rio Road West & I I \.\ I �� - ------ �_---- I
I Berkmar Drive with
conceptual roundabout
I 111' ROW Dedication --------- '-
-----{----------------- i ------------------- -- _ ---_-_ ---- -----------\�=------- ---
Right In,
Right Out only
��---------�---------------------------------------- ---------- --------------------------------
Conceptual Rio Road West I I I --
1 I it depicted with idealized streetscape improvements I I Intersection of \
Rio Road West & U.S. Route 29
at the Grade Separated Interchange
built as part of VDOT'S 29 Solutions project
I
I / -----------------
----- I I with conceptual dogbone intersection
I I 1`
100 0 100 200 300
CiLFLFLF---L---F-rculation Key
PEDESTRIAN
Graphic Scale: 1 "=100' VEHICULAR
U.S. Route 29
(Seminole Trail)
Grade Separated
Interchange
SHIMP ENGINEERING, P.C.
Stormwater Management ZONING MAP AMENDMENT 2018-00013
'�, \'� ', J > / �� ;' -�� "
' All design and engineering will comply with I 1 �i �-' �� " ;-;� ,, �.' APPLICATION PLAN
applicable Count g
and State regulations. Stormwater,
management design will be consistent with similar �� %�, - , %';%J/ RIO ROAD WEST
--urban development projects and will utilize on -site I a, % %���- -%'" TMP(s) 45-101, 45-101 B, 45-100-A, 45-100
underground stormwater management facilities. a /� j _
c - - - �= -'-'_; , = ' .- -- '-' i
-----' Submitted: 18 October 2018
Conceptual Grading
Revised: 12 March 2019
Building siting on the property will be responsive to _ ________ = • - /
the existingtopography. Buildin s will be designed to-----+--____� Revised: 29 April 2019
9 g -
- Revised: 03 June 2019
reduce the need for retaining walls. —_ __ = - ----v /
-
j- r---__----_ • - // ,� Revised. 24 JUNE 2019
Conceptual Grading
& Stormwater
r----- - ! Sheet 5 of 9
N
,4!✓ -
\,,_APE:-86
i
\------------_- -- _ FE- 506---- - - -__— ----- ---- %-- /---- / /
I
1 - -
\ i
- - Conceptual\
\ DI I r \ \
\ - --------` - I \ ,\Stormwate
- 510 Detention J
I/
I_------------- _-- - - - - --- /
c�
I 517
I�
Frontage T to 10' from / ----
--the back of sidewalk
- _ FFE: 528 __
i I r
1
1 � �
1
1
1
-------------------------------- ------------
`' I Conceptual Rio Road West
depicted with idealized streetscape imiprovements
0
100 0 100 200 300
LFLFLF---L___F_
Graphic Scale: 1 "=100'
----------- i------
I
I
I
U.S. Route 29
(Seminole Trail)
Grade Separated
Interchange
I
SHIMP ENGINEERING, P.C.
ZONING MAP AMENDMENT 2018-00013
APPLICATION PLAN
RIO ROAD WEST
TMP(s) 45-101, 45-101 B, 45-100-A, 45-100
Submitted: 18 October 2018
Revised: 12 March 2019
Revised: 29 April 2019
Revised: 03 June 2019
Revised: 24 JUNE 2019
_ _ _ _ _ Conceptual Street Section:
Conceptual Streetscape Property Street Scape Rio Road West
with idealized improvements from existing curb to building front Sheet 6 of 9
see sheet 7 for technical section
50' Max Height
along build to line
Floor 4
Residential
Floor 3
Residential
Floor 2
Residential
10'-12' Floor to Floor
s ro—Floor 1
V t_
Flex Space
14' Floor to Floor
A j
n� y Oi. 93• O1
d d O O� d�
�G 1'� - dG N O�
4 d CD
10 0 10 20 60
LFLFIF---L---F-
Graphic Scale: 1"=10' SHIMP ENGINEERING, P.C.
ZONING MAP AMENDMENT 2018-00013
APPLICATION PLAN
Existing Conditions
LIMITS OF STREET SCAPE WORK
r7 --------------------------------
1 1
1 1
1 1
1 � 1
1 ' 1
1 1
1 � 1
1 I 1
1 1
1 1
1 1
1 1
1 15 1
1 EXISTING TELEPHONE EAS�SEMENT)
MENT f
1 (TELEPHONE LINES WITHIN EXISTING 1
I
1 I 1
1 1
Q 1 1
1 � 1
1 EXISTING R.O.W 1
1 AT BACK OF SIDEWALK) 1
I 1
' I 1
CURB 5 1
TO REMAIN
1 EXISTING
1 SIDEWALK-TBR 1
1
5 0 5 10 15
LFLFIF---L--J--
Graphic Scale: 1 "=5'
RIO ROAD WEST
TMP(s) 45-101, 45-101B, 45-100-A, 45-100
Submitted: 18 October 2018
Revised: 12 March 2019
Revised: 29 April 2019
Revised: 03 June 2019
Revised: 24 JUNE 2019
Technical Conceptual Section
Proposed Street Improvements
LIMITS OF STREET SCAPE WORK
1 I
1 � I
I
I I
I
I
I I
� I
I I
I I
26'
15 I
EXISTING TELEPHONE EAS�MENT I
(TELEPHONE LINES WITHIN EXISTING SEMENT)
I I
11'
EXI ING R.O.W. DEDICATION
R
I
f
NEW R.O.W 3' f
CURB (AT BACK OF NEW SIDEWALK)
TO REMAIN 8' g' 10'
NEW PLANTING STRIP NEW SIDEWALK FRONTAGE ZONE
1 (SEPARATION ZONE) (PEDESTRIAN ZONE) (VARIABLE WIDTH, 3' MIN) 1
BUILDING FRONTAGE
LIMIT DUE TO EXISTING
TELEPHONE EASEMENT
SHIMP ENGINEERING, P.C.
1.) The proposed multi -use trail will be a Class A -
type 2 low -maintenance multi -use path designed
in accordance with regulations outlined in the
Albemarle County Design Standards Manual
updated April 27, 2015 or to any standard approved
by the Planning Director.
2.) "Conceptual Daylighted Stream" shown for
illustrative purposes only.
15' Rear stepback
after rear facade
height of 50'
Rear facade height shall be the average
height of three equidistant points measured
from grade along the rear facade
Floor 1
Basement 1
Basement 2
Linear Park Dedication i-' i-
0.4 AC
Linear Park
ZONING MAP AMENDMENT 2018-00013
APPLICATION PLAN
RIO ROAD WEST
TMP(s) 45-101, 45-101B, 45-100-A, 45-100
Submitted: 18 October 2018
Revised: 12 March 2019
Revised: 29 April 2019
Revised: 03 June 2019
Revised: 24 JUNE 2019
Conceptual Greenspace Section
Sheet 8 of 9
PASSIVE RECREATION ACTIVE RECREATION
in future linear park. along trail and future green street.
The location of the trail in Block 3 should align with trail sections
planned or constructed on adjacent properties. Final alignment
to be approved by the Planning Director.
10 0 10 20 30
LFLFLF---L---F-
Graphic Scale: 1 "=10'
SHIMP ENGINEERING, P.C.
The topography and existing characteristics of the
site are used to define the blocks and inform the
design of future buildings. Block widths and depths
are designed at a walkable scale.
Buildings should be designed to anticipate future
development and provide for multiple access points.
In addition, buildings should be designed with active
facades as defined in the code of development.
Notes:
1.) Internal sidewalks shall be a paved surface,
minimum of 5' in width
Right -of -Way
Rio Road West
Conceptual ROW with multimodal
transit; shown with idealized street
improvements
3
Active
Urban
Block I
200' Deep x 220' Wide
Local Manufacturing &
Neighborhood Services
Block II
150'-200' Variable Depth x 220' Wide
A sidewalk with stairs will transect the site connecting the Active Urban and Greenspace Amenity Areas
I Max Allowable Building Height 6 Stories I
15' Stepback along Rio Road W above 4
stories
HIGH POINT
Includes residential and commercial uses.
40 0 40 80 120
LFLF1F---L___F_
Graphic Scale: 1 "=40'
Possible Future
Connection
Suitable for Type C
`Local Street'
Max Allowable Building Height
6 Stories
15' Stepback above 4 stories
MID SITE
Low intensity manufacturing that serves
the surrounding residences; residential
uses may be incorporated
ZONING MAP AMENDMENT 2018-00013
APPLICATION PLAN
RIO ROAD WEST
TMP(s) 45-101, 45-101 B, 45-100-A, 45-100
Submitted: 18 October 2018
Revised: 12 March 2019
Revised: 29 April 2019
Revised: 03 June 2019
Revised: 24 JUNE 2019
Conceptual Site Section
Sheet 9 of 9
Active
Recreation
Block III
Variable Dimension
LOW POINT
Natural amenity area for residents; this
area will feature a designed landscape
with a multi -use path. The greenspace
is a component of a larger linear park
concept that is ultimately imagined to
connect Berkmar Drive and Route 29.
SHIMP ENGINEERING, P.C.