HomeMy WebLinkAboutSDP202000045 Plan - Submittal (First) Initial Site Plan 2020-05-26INITIAL SITE DEVELOPMENT PLAN
LEGEND
EXISTING
NEW
311.5
X
X�
311.5
TC x��
311.5
TW x�n
311,5
BW x
X X
m m
OHU OHU
UGU UGU
0 0
q q
00 0
S S
DESCRIPTION
BOUNDARIES
BENCHMARK
SITE PROPERTY LINE
ADJACENT PROPERTY LINE
BUILDING SETBACK
PARKING SETBACK
SITE TEXT
PARKING COUNT
TOPOGRAPHY
INDEX CONTOUR
INTERVAL CONTOUR
SPOT ELEVATION
TOP OF CURB ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
STREAM
STREAM BUFFER
100 YEAR FLOODPLAIN
BUILDING
BUILDING
RETAINING WALL
STAIRS
EDGE OF PAVEMENT
ROAD CENTERLINE
FRONT OF CURB
BACK OF CURB
CG-12 TRUNCATED DOME
SIDEWALK
BIKE PARKING
HANDICAP ACCESSIBLE AISLE
HANDICAP PARKING
MATERIAL
CONCRETE
RIPRAP
ASPHALT
EC-2 MATTING
EC-3 MATTING
WETLAND
TREELINE
FENCE
UTILITY
UTILITY POLE
GUY WIRE
OVERHEAD UTILITY
UNDERGROUND UTILITY
STORM MANHOLE
DROP INLET
STORM SEWER
ROOF DRAIN
SANITARY MANHOLE
SANITARY SEWER MAIN
SANITARY SEWER LATERAL
W
W
WATER LINE
®
O
WATER METER
0
WATER METER VAULT
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
GAS
Gas
GAS LINE
GAS
EASEMENTS
CONSTRUCTION
GRADING
ACCESS
SIGHT DISTANCE
UTILITY
STORMWATER FACILITY MAINTENANCE
STORMWATER ACCESS
DRAINAGE
SANITARY
WATERLINE
GASLINE
NOTE:
1. THE SIZE
OF THE SYMBOLS MAY
VARY FROM WHAT IS SHOWN.
Is , ►_
Windmill Ventures LLC
535 Foxdale Lane
Charlottesville, VA 22903
DEVELOPER
Gallifrey, LLC
912 East High Street
Charlottesville, VA 22902
(434) 218-0513
PLAN PREPARATION
Shimp Engineering, P.C.
912 East High Street
Charlottesville, VA 22902
(434) 227-5140
ZONING
Entrance Corridor, Neighborhood Model District
ZMA201900001 approved on March 4, 2020
MAGISTERIAL DISTRICT
Rio
SOURCE OF TITLE
DB 4505 PG 218
SETBACKS
Per approved ZMA201900001, setbacks are provided as follows:
Block 1 (Mixed Use) Block 2 (Residential)
FRONT MINIMUM: 3' FRONT MINIMUM: 5'
FRONT MAXIMUM: 50' FRONT MAXIMUM: 40'
SIDE MINIMUM: None SIDE MINIMUM: 3'
SIDE MAXIMUM: 10' SIDE MAXIMUM: 15'
REAR MINIMUM: None REAR MINIMUM: 10'
REAR MAXIMUM: None REAR MAXIMUM: None
BUILDING HEIGHT
Per approved ZMA201900001, maximum building height in Block 1 and 2 is 35'. All non-residential uses shall be limited to
one (1) story, or twenty-five (25) feet.
SOURCE OF BOUNDARY AND TOPOGRAPHY
Boundary & topographic survey provided by:
Meridian Planning Group, LLC, March 20, 2019.
Two (2) foot contours provided by:
Albemarle County GIS
BENCHMARK
Datum for topography is NAVD 88
FLOODZONE
According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO279D), this property
is not located within a Zone AE 100-year floodplain.
RESERVOIR WATERSHED
This site is within the Meadow Creek Watershed.
This site is a watershed of a public water supply.
WATER & SANITARY SERVICES
Site is served by ACSA public water and sewer.
GENERAL CONSTRUCTION NOTES
1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained
from the Virginia Department of Transit (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 the current specifications and standards of VDOT unless otherwise
noted.
3. Erosion and siltation 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 3:1 or better are to be
acheived.
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 III.
9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part
1926).
GENERAL WATER & SEWER NOTES
1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the
proper service authority 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 contractors shall on his own initiative locate all underground lines and structures as necessary.
3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by
the Albemarle County Service Authority.
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 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 provided adequate restraint for the valve during a future extension of the line.
9. Trees are not permitted in the ACSA easement.
10. 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).
11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority.
12. Backflow prevention is required for all connections to the water main.
EXISTING USE
Vacant Land
PROPOSED USE
Mixed Use, Gross residential density: 10.95 du/ac
LAND USE SCHEDULE
EXISTING
Area
%
Building
3,939 SF
4.7%
Pavement
2,348 SF
2.8%
Sidewalk
0 SF
0%
Open Space
77,261.08 SF
92.5%
Total=
83,548.08 SF
(1.918 ac.)
PROPOSED
Area
%
Building
14,199 SF
17.0%
Pavement
26,817 SF
32.1 %
Sidewalk
3,610 SF
4.3%
Open space
38,922.08 SF
46.6 %
Total=
83,548.08 SF
(1.918 ac.)
PARKING SCHEDULE
Block 1 (Mixed Use)
Multifamily units: 2 or more bedrooms, 2 spaces per unit, 5 units total
= 10 spaces required
5 units with 2-car garages = 10 spaces provided
Multifamily units: 1 bedroom, 1.5 spaces per unit, 5 units total
= 8 spaces required
= 8 spaces provided
Office: 1 spaces per 200 square feet of net office floor (80% of gross floor area), 5000 sq. ft. GFA
= 20 spaces required
= 20 spaces provided
Block 2 (Residential)
Single family detached: 2 spaces per unit, 7 units total
= 14 spaces required
= 14 spaces provided
Multifamily units: 2 or more bedrooms, 2 spaces per unit, 4 units total
= 8 spaces required
= 8 spaces provided
LIGHTING
Lighting shall comply with Section 4.17 of the Albemarle County Zoning Ordinance.
LANDSCAPE
Landscape shall comply with Section 4.32.7.9 of the Albemarle County Zoning Ordinance.
RECREATION
Recreational area shall comply with conditions of approved ZMA20190001. Block 1 and 2 shall provide amenity area no less
than 20% of the total block area. Section 4.16 of the Albemarle County Zoning Ordinance shall apply to all recreational
facilities.
Block 1: 8,364 SF required, 8,538 SF provided.
Block 2: 8,276 SF required, 9,858 SF provided.
SIGNS
All signs and pavement shall conform with the latest edition of the MUTCD Guidelines.
A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site.
Contractor shall provide handicap signs as shown on plan.
GENERAL NOTES
1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are
based on information and data furnished to the owner and engineer by the owners of such underground facilities or others.
The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor
shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the
work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any
damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor
shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work.
2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to
protect structures from damage. Replacement of damaged structures shall be at the contractor's expense.
3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the
owner can make necessary arrangements to modify/protect existing structures from damages.
4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and
the Virginia Department of Transportation prior to completing any off -site work.
5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start
of construction.
6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and
engineer.
7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop
drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not
relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist.
8. All bare areas shall be scarified, limed, fertilized, seeded and mulched.
9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements.
10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated.
11. Retaining walls require separate building permits.
12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building
Department from the main to the structure.
ITE Trip Generation
AM
PM
Daily
Use Description
ITE
Qty
In
Out
Total
In
Out
Total
Total
Small Office Building
712
4
8
5
13
7
8
15
65
AM
PM
Daily
Use Description
ITE
Qty
In
Out
Total
In
Out
Total
Total
Single Family Detached
210
11
3
8
11
8
5
13
136
AM
PM
Daily
Use Description
ITE
Qty
In
Out
Total
In
Out
Total
Total
Multifamily (Low -Rise)
220
10
2
5
7
5
3
8
35
999 RIO ROAD
SDP Number Pending
TAX MAP 61, PARCEL 154 B
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAP SCALE : 1 =500'
Srhooftuse Thrift Shop
o••ni=:a hn �
GRiYi
Awo and Truck Docnor
Gar Lovers Rio 9 12
' Covmmnt Chunch 9 ,
RIO ROAD E
Ir
72
SITE
Cily Church (Central) o-
CATEC 0
,
IempoTmifrrlott+p V
6
�01
SHEET INDEX
C1 COVER
C2 EXISTING CONDITIONS
C3 SITE PLAN
C4 OFF -SITE SEWER CONNECTION
IMAGE PROVIDED BY GOOGLE MAPS
HIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
NLTH OF
O �
O
v JUS HIMP a
C. o.45183
SS
_ IONAL _
INITIAL SITE DEVELOPMENT PLAN
999 RIO ROAD
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.05.26
REVISION:
FILE NO.
COVER
me
C1
\
z"
I TMP 61155 I \ � � _ � � X
�
CHURCH OF GOD; EDGAJ WAYNE
I\ ROBERTS; PETER CEFAgATTI &
REGINALD GATFING THE STEES
DB 5134 PG 22
ZONE: COMMERCIAL OFFICE \
6.91 AC \ \
T \ BELVEDERE BLVD. � \
_ A> VARIABLE WIDTH R/W
/ — — — — — DB 3772 PG 366
EASEMENT LINE
TABLE
Line
Direction
Length
E1
N
42°26'09"
E
52.17'
E2
S
4T32'01"
E
21.03'
E3
S
42021'11"
W
52.67'
E4
N
46°09'35"
W
21.11'
E5
N
42°26109"
E
123.27'
/ \ \ FRAME
-IT
BUILDING TO BE REMOVED
I �
(0 i
FRAME I /
SHED I / TMP 62F I
ROBE HAUSER/HOMES INg /T
C/O STO,NEHAUSHIM
BUILDING; TO BE REMOVED , ` / ` / / DB 4717 PG 703 / /
I / ZONE: R,4 RESIDEN�AL /
� E: FORE / ENGINEERING
TMP 61-154B / / U�
WINDMILL VEN
TURES LLC 1.20 A
/ / / / LAND PLANNING - PROJECT MANAGEMENT
/ bB 4505 PG 218 / 1
/ // /
/ ZONE: NEIGHBORHOOD MODEL DISTRICT
� � 912 E. HIGH ST. 434.227.5140
(h 9 I / USE: SINGLE FAMILY RESIDENTIAL / / / / CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
� I
Q = ' ��/ / 1.918 AC /` /00LLJ
Q I �I�FTI
0 LLJ� I I �� / / / m
m / /
Q I I I 1 STORY / /
\�p,LTH OF
Q o I I BRICK
\ � Tu s HIMP
CD — /
I I � � � � � � `ti �c. 0.45183
�O of I cam' M \ BUILDING TO BE REMOVED
M V / / / / SIGNAL
00
I�
INITIAL SITE DEVELOPMENT PLAN
jliDRIVEWAY TO BE REMOVED
E5 _ — E1 � � "" _ _ __-i�42°2�'09 E ��4 3.04' � � � s /
/' 999 RIO ROAD
TMP 62F2-E2
ry AEBEMARLE m I' m
o DB 4830 PG 20
IA E3 S42°21'11W 373.22' AEBEMARLE COUNTY, VIRGINIA
I� A c®� I TMP 62F2x / / / / / \ SUBMISSION:
� \ DUNEORA V EE
TMP 62F2A A DB 4717 PG 73 / MP -E // / I 2020.05.26
SHEPHERDS RIDGE AT ONE: R4 RESIDE TIAL
TMP 62F2-B / I I DUNLORA COMMUNITY USE: UNASSIG �ED A / / I I REVISION:
SHEPHERDS RIDGE AT DUNFORA / I ASSOCIATION INC I 0.10 AC
I I COMMUNITY ASSOCIATION INC DB 5202 PG 778 _ / _ \ \ / \ I
DB 5202 PG 778 \ZONE: R4 RESIDENTIAL
I ZONE: R4 RESIDENTIAL I A USE: UNASSIGNED
USE: UNASSIGNED I 0.30 AC
0.61 AC / / / \ v I
FILE NO.
19.006
EXISTING CONDITIONS
DOT
)OT 20 0 20 40,E
Scale: I"=20' C2
BELVEDERE BLVD.
VARIABLE WIDTH R/W \
DB 3772 PG 366 /
/
/
i
LANDSCAPE SCHEDULE
Plant Symbol
Planting Type
Caliper/Height
Quantity
0
Large Shade Tree
32"
14
Large Shade Tree
22"
5
Screening Tree
21"
12
Medium Shade Tree
21"
16
Ornamental Tree
6-7' Ht.
2
®
Screening Shrub
24"-36"
83
Shrub
24"-36"
7
Landscaping to comply with Code of Development and Section
32.7.9 of the Albemarle County Zoning Ordinance
i
\
� I
� I
/
/
/ TMP 62E � /
/ ROBE HAUSER/HOMES IN,0
/ C/O STO,NEHAUS
/ DB 471� PG 703
ZONE: RX RESIDEN�AL /
USE: SORES I� /
1.20 A�/
HIM
ENGINEERINGa
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
� �ALTH Og,
o
o
v JUS HIMP >
c. o.45183
w
SSIONAL "PCs
INITIAL SITE DEVELOPMENT PLAN
999 RIO ROAD
/
/ ALBEMARLE COUNTY, VIRGINIA
/ SUBMISSION:
I
/ 2020.05.26
I REVISION:
I
I FILE NO.
19.006
SITE PLAN
C3
� X X X \ 41
0�
v ° d
I I� 24.0'
�I
xx x x X x x 16' TMP 62F Io
L_ _jL\ �L ��� / T � / ROBE HAUSER/HOMES IN,�G /
�
x X X X % 20
I
V 1I
C/
1 // I/
0 -
S-/1� _TI
/I /O'_ /
N_—
A/
/E/ H
/--�AU,/
S
w . . . . . . // DB 4717 PG 70� 37p W� SEATNNG AREA /
. . V.� /877 SF ZONE: R/4 RESIDEN�/ j
A
L
U/E: FOREST
WWWWWWWW WWW W y Wy yy1.20
WWWW
20.0 18.0
� v EMERGENCY
ACCESS PLAYGROUND � c°
/1006 SF 10.0 U'
I( o Q w / NATURAL
T'o PLAYSCAPE AREA a Fr
EC � > /v 7021 SF
omCD
o 2 Fz
00 UNDERGROUND x
o DETENTION
co
CD
L�NDS PE�
OUIRTYA A14
CA
-o x
9.0 x .0
ed x
v.0
E5 E1
TMP 62F2-E2
ALBEMARLE DB 4830 PG 20 I S42°21'11"W TMP 62F2x
DUNLORA v LLc
I TMP 62E2-A DB 4717 PG 7 3 MP �E1
SHEPHERDS RIDGE AT )ONE: R4 RESIDETIAL
TMP 62E2B DUNLORA COMMUNITY USE: UNASSIG ED
SHEPHERDS RIDGE AT DUNLORA ASSOCIATION INC 0.10 AC
COMMUNITY ASSOCIATION INC DB 5202 PG 778
DB 5202 PG 778 ZONE: R4 RESIDENTIAL
ZONE. R4 RESIDENTIAL USE: UNASSIGNED
USE: UNASSIGNED 0,30 AG
0.61 AC
NEW' ANIT RY LIN HIM
/II �
�
I I
�
�S
�
dENGINEERINGa
MENTLAND PLANNING -PROJECT MANAGE
912 E. HIGH ST.
434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
DOT
OT NLTH 0
EX. MA HO
0T 1U JUSimp>
C. 0. 45
Sio L
/
EvX. SANITARI LINE 0 INITIAL SITE DEVELOPMENT PLAN
999 RIO ROAD
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.05.26
REVISION:
FILE NO. 19.006
OFF -SITE SEWER
CONNECTION
0 I I I 0 / / 40 I 60 /
Scale : 1 "=2 1 -— — — — C4_