HomeMy WebLinkAboutARB202200044 Plan - Submittal (First) 2022-05-02INITIAL SITE DEVELOPMENT PLAN
LEGEND
OWNERS
TMP 90-35D: Victorian Properties II, LLC
EXISTING NEW
DESCRIPTION
POBox 7505
Charlottesville, VA 22906
TMP 90-35H: James R. Moss
BOUNDARIES
1803 Avon Street Ext.
BENCHMARK
Charlottesville, VA 22902
SITE PROPERTY LINE
DEVELOPER
- - - -
ADJACENT PROPERTY LINE
TMP 90-35D: Victorian Properties II, LLC
BUILDING SETBACK
P O Box 7505
Charlottesville, VA 22906
❑
PARKING SETBACK
SITE TEXT
ZONING
10 10
PARKING COUNT
PRD - Planned Residential Development
Steep Slopes - Managed only
TOPOGRAPHY
EC - Entrance Corridor
INDEX CONTOUR
-
INTERVAL CONTOUR
SETBACKS
311.5 x )1m
SPOT ELEVATION
FRONT MINIMUM: 20' from Avon Street Ext.
311.5 TC x 11"
X
TOP OF CURB ELEVATION
FRONT MAXIMUM: None
SIDE MINIMUM: 10,
311.5 TW x
TOP OF WALL ELEVATION
SIDE MAXIMUM: None
311.5 BW x X
BOTTOM OF WALL ELEVATION
REAR MINIMUM:
o
REAR MAXIMUM: None
STREAM
STREAM BUFFER
DISTRICT
100 YEAR FLOODPLAIN
Scottsville Magisterial District
BUILDING
SOURCE OF TITLE
BUILDING
DB 5427 PG 382 (Parcel 35D)
RETAINING WALL
DB 2108 PG 054 (Parcel 35H)
STAIRS
EDGE OF PAVEMENT
SOURCE OF BOUNDARY AND TOPOGRAPHY
ROAD CENTERLINE
Boundary provide by draft Boundary Line Adjustment Plat by
FRONT OF CURB
Meridian Planning Group, LLC, April 29, 2020
BACK OF CURB
2-FT contours are imported from Virginia LiDAR data,
Virginia Geographic Information Network, 2016
I
CG-12 TRUNCATED DOME
Additional Field Topography by Foresight Surveying, PC, Charlottesville, VA
SIDEWALK
Additional data is downloaded from Albemarle County GIS
BIKE PARKING
BENCHMARK
HANDICAP ACCESSIBLE AISLE
No benchmark was provided with the physical surveys referenced above.
HANDICAP PARKING
MATERIAL
FLOODZONE
CONCRETE
According to the FEMA Flood Insurance Rate Map, effective February 04,
RIPRAP
2005(Community Panel 51003CO280D) no portion of this property lies within the
ASPHALT
floodplain.
EC-2 MATTING
RESERVOIR WATERSHED
EC-3 MATTING
This site is not within a public water supply watershed.
0
WETLAND
TREELINE
DAM BREAK INUNDATION ZONE
- x x - x x
FENCE
The parcel is not within the State Dam Break Inundation Zone and is not within the Federal Dam Break Inundation Zone
UTILITY
-0-
UTILITY POLE
WATER & SANITARY SERVICES
m m
GUY WIRE
Site is served by Albemarle County Service Authority.
-onuonu-- onuonu-
OVERHEAD UTILITY
GENERAL CONSTRUCTION NOTES
-ucu-ucu- -ucu-ucu-
UNDERGROUND UTILITY
1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be
0
STORM
obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of
STORM MANHOLE
the permit.Where any discrepancies occur the requirements of the permit shall govern.
q q
DROP INLET
2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise
noted.
STORM SEWER
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.
ROOF DRAIN
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
SANITARY
5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to
0
0
SANITARY MANHOLE
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
SANITARY SEWER MAIN
deemed necessary in order to stabilize a drainage channel.
s s s s
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices.
SANITARY SEWER LATERAL
8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III.
WATER
9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR
W W W
WATER LINE
Part 1926).
o O
WATER METER
GENERAL WATER & SEWER NOTES
0 o
WATER METER VAULT
1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for
t t
FIRE HYDRANT
notifying the proper service authority officials at the start of the work.
A
FIRE DEPARTMENT CONNECTION
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
GAS
necessary.
- GA`- -
GAS LINE
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.
EASEMENTS
4. Datum for all elevations shown in National Geodetic Survey.
CONSTRUCTION
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.
- -
GRADING
This includes all fire hydrant lines, service laterals and water lines, etc.
ACCESS
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.
SIGHT DISTANCE
9. Trees are not permitted in the ACSA easement.
UTILITY
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).
- - - - -
STORMWATER FACILITY MAINTENANCE
11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority.
STORMWATER ACCESS
12. Backflow prevention is required for all connections to the water main.
DRAINAGE
SANITARY
WATERLINE
- -
GASLINE
1805 AVON STREET EXT
BUILDING HEIGHTS
Maximum Allowable:
40'
Proposed Height:
40'
Maximum Stories Allowed: 3 (above grade)
EXISTING USE
single family residential
structures exist on the property.
PROPOSED
USE
85 Multi -Family Units ,
3.627 acres = 23.4 DUA
LAND USE SCHEDULE
EXISTING
Area %
Building
9,794 SF 6.2 %
Pavement
15,858 SF 10.0%
Sidewalk
0 SF 0.0%
Impervious Area
132,340 SF 83.8%
Total=
157,992 SF (3.627 ac.)
PROPOSED
Area %
Building
32,560 SF 20.6%
Pavement
48,675 SF 30.8%
Sidewalk
11,892 SF 7.5%
Open space
64,865 SF 41.1 %
Total=
157,992 SF (3.627 ac.)
OPEN SPACE
Open Space Required (25%) = 39,498 SF
Open Space Provided (26%) = 41,100 SF
PARKING SCHEDULE
85 multifamily units: 21 two -bedroom units @ 2 spaces / unit = 42 spaces
64 one -bedroom units @ 1.5 spaces / unit = 96 spaces
138 spaces required
138 spaces provided
ITE TRIP GENERATION
Trip Generation Manual, 10th Edition
AM
PM
Daily
Use Description
ITE
QTY
in
out
Total
in
out
Total
Total
Low -Family Housing
(Mid -Rise)
220
41
4
16
20
17
10
27
269
Multi -Family Housing
(Mid -Rise)
221
44
4
12
16
11
8
19
238
Trip Generation reflects AM and PM peak hour traffic.
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.
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.
13. Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit.
Asbestos removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additional
requirements and permits for demolition projects.
14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in
the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building
drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole
cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve.
County File Number Pending
TAX MAP 90, PARCELS 35D and 35H
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAP SCALE : 1°=1000'
f
M/IIaCrc�sOT
SITE
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CP'OAr Of 742
Map provided by Google.com
SHEET INDEX
C1 COVER
C2 EXISTING CONDITIONS
C3 GENERAL DEVELOPMENT PLAN
C4-A DEMOLITION PLAN - WEST
C4-113 DEMOLITION PLAN - EAST
C5-A SITE LAYOUT PLAN - WEST
C5-13 SITE LAYOUT PLAN - EAST
C6-A GRADING & DRAINAGE PLAN - WEST
C6-13 GRADING & DRAINAGE PLAN - EAST
C7-A UTILITY PLAN - WEST
C7-13 UTILITY PLAN - EAST
C8-A LANDSCAPE PLAN - WEST
C8-13 LANDSCAPE PLAN - EAST
APPROVALS
Current Development Planner
Date
Current Development Engineer
Date
Fire Official
Date
Building Official
Date
Albemarle County Service Authority
Date
Virginia Department of Transportation
Date
Architectural Review Board
Date
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434,227,5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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INITIAL SITE DEVELOPMENT PLAN
1805 AVON STREET
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.05.02
REVISION:
FILE NO.
SITE PLAN
20.059
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191A-61 I 91A-62 191A 63 I 91A 64 191A-65 191AM 66 191A 67 I 91A 68
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OF
ZONING ORDINANCE
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SF
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TMP 90-35H PARKING PER SECTON 3279
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ZONING: PLANNED RESIDENTIAL DEVELOPMENT (PRD)
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SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST.
434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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INITIAL SITE DEVELOPMENT PLAN
1805 AVON STREET
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.05.02
REVISION:
FILE NO.
20.059
EXISTING CONDITIONS
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SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST.
434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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KIx. 45183
INITIAL SITE DEVELOPMENT PLAN
1805 AVON STREET
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.05.02
REVISION:
FILE NO.
20.059
GENERAL DEVELOPMENT
PLAN
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SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
NLTIJ
O L
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45183
w�
INITIAL SITE DEVELOPMENT PLAN
1805 AVON STREET
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.05.02
REVISION:
FILE NO.
20.059
DEMOLITION PLAN - WEST
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SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
O L
o� f�JS��
U Jusn HIMP a
45183
0* w�1
��`SS'InereT. E�Gl
INITIAL SITE DEVELOPMENT PLAN
1805 AVON STREET
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.05.02
REVISION:
FILE NO.
20.059
DEMOLITION PLAN - EAST
• • 20 4 • St
._
C4mpj
I
3
I
3
I
3
I
I
I
3
3
I
I
3
I
3
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I
3
I
3
I
3
I
3
I
I
3
I
3
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ZIMMERMAN, RANDOLPH B JR OR LISA T
ZONE: R-1 RESIDENTIAL
USE: SINGLE FAMILY RESIDENTIAL
II 0.25 AC
i
I
I
0
I
0
II I
0
1 I
31.3'
J
5 por�llel spaces @
29 FT C-C road width
retaining wall
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potential future
inter -parcel connection
J
5 pirallel spaces 0I9'x2O'
TMP 90-35A
MOSS, JERRY W OR LAURA J
ZONE: R-1 RESIDENTIAL
USE: SINGLE FAMILY RESIDENTIAL
0.90 AC
• �
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B. a'•cdgcrete'si{iewalR •
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2 spaces
2 spaces
2 spaces
2 spaces
2 spaces
2 spaces
2 spaces
2 spaces
2 spaces
2 spaces
@ 9'x18'
0 9'x18'
(c� 9'x18'
p 9'x18'
® 9'x18'
@ 9'x18'
® 9'x18'
® 9'x18'
B 9'x18'
® 9'x18'
+ 1 garage
+ 1 garage
+ 1 garage
+ 1 garage
+ 1 garage
+ 1 garage
+ 1 garage
+ 1 garage
+ 1 garage
+ 1 garage
space
space
space
space
space
space
space
space
space
space
10' SID
UNIT 11
over
24,0" UNIT 12
retaining wall
S=
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UNIT 15 UNIT 19
UNIT 13 aver UNIT 17 aver
Over UNIT 16 aver UNIT 20
UNIT 14 UNIT 18
S=
0
0
7 spaces
@ 9'x18'
TMP 90-35D
SOUTHSIDE CHURCH OF GOD
ZONE: R-1 RESIDENTIAL
USE: SEMI-PUBLIC
3.93 AC
1
III
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91A-64 91A-65
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20 FT C-C road width
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<6 14 UNITS
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0
J
SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
O L
U USTI��o. HIMP a
45183
�0 w�1
�`SS'InereT. E�Gl
INITIAL SITE DEVELOPMENT PLAN
1805 AVON STREET
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.05.02
REVISION:
FILE NO.
20.059
SITE LAYOUT PLAN - WEST
C5mk
II II I I I I I
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91A-75 91A 76 `TMP TMP TMP I TMP I I I at connection to Avinity
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14 UNITS
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600 SF
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BIO-RETENTIAN
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2 spaces lil over
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below
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(EXISTING) 5 UNITS g spaces
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2 spaces 16 _ ii UNIT 25
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SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
O L
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0*45183
�-ssinTVAT 1 �1�
INITIAL SITE DEVELOPMENT PLAN
1805 AVON STREET
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.05.02
REVISION:
FILE NO.
20.059
SITE LAYOUT PLAN - EAST
0 40 St
C5mB
II
3 �
I �
Iapprox.
location of
I/ existing DI-3
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3.93 AC
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---I--�
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
O L
U TTTRTThhVMMP a
45183
T A71
INITIAL SITE DEVELOPMENT PLAN
1805 AVON STREET
i
ALBEMARLE COUNTY, VIRGINIA
I i
/ SUBMISSION:
2022.05.02
/ I
/ \ REVISION:
l � I
\ \ I
FILE NO.
20.059
GRADING & DRAINAGE
PLAN - WEST
We
Scale: 1 "=
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SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
O L
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INITIAL SITE DEVELOPMENT PLAN
1805 AVON STREET
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.05.02
REVISION:
FILE NO.
20.059
GRADING & DRAINAGE
PLAN - EAST
0 40 St
C&B
L---- J---- i 1 \
TM TMP _ —-----
TMP I TMP � �
\ \ 91A-57 91A-58 TMP TO —
1 91A59 I 91A-67 91A-61 / A TMP / A
91A-� \ 91A-63 \ TMP TMP
91A-64 91A-65
\ G 11 GASGAS�GAS —GAS—GAS—GAS —GAS GAS —GAS —GAS ' GAS —GAS —GAS —GAS GAS —GAS— GASGAS —GAS—GASAS—GAS GAS— ` — x x X� ,�' \ �
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i
SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
O L
U NSTI��o. HIMP a
O* 45183
w�
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INITIAL SITE DEVELOPMENT PLAN
1805 AVON STREET
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.05.02
REVISION:
FILE NO.
20.059
UTILITY PLAN - WEST
0 40 St
C7mA
� ti
/ /
TMP /
91 Al-1 /
-- —�--- L
63 \ TMP TMP I -
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