HomeMy WebLinkAboutSDP202000037 Plan - Submittal (First) 2020-04-20LEGEND
EXISTING
NEW
DESCRIPTION
BOUNDARIES
BENCHMARK
SITE PROPERTY LINE
- -
ADJACENT PROPERTY LINE
BUILDING SETBACK
PARKING SETBACK
SITE TEXT
10
10
PARKING COUNT
TOPOGRAPHY
- - - -
INDEX CONTOUR
INTERVAL CONTOUR
311.5 x
SPOT ELEVATION
311.5 TC x
150M
TOP OF CURB ELEVATION
311.5 TW x
1WTW
TOP OF WALL ELEVATION
311.5 B W x
1WW
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
RI PRAP
ASPHALT
EC-2 MATTING
EC-3 MATTING
WETLAND
TREELINE
X
X
FENCE
UTILITY
UTILITY POLE
m
m
GUY WIRE
OHu
OHu
OVERHEAD UTILITY
ucu
ucu
UNDERGROUND UTILITY
STORM
O
O
STORM MANHOLE
q
q
DROP INLET
STORM SEWER
ROOF DRAIN
SANITARY
O
O
SANITARY MANHOLE
SANITARY SEWER MAIN
S
S
SANITARY SEWER LATERAL
WATER
W
W
WATER LINE
O
O
WATER METER
0
0
WATER METER VAULT
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
GAS
GAS
GAS LINE
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.
OUR NEIGHBORHOOD CHILD
If]►4�l�l�
Dettor, James A. or Peggy W.
1395 Stony Point Road
Charlottesville VA, 22911-3501
DEVELOPER
Our Neighborhood Child Development Center
2110 Ivy Road
Charlottesville VA, 22903
PLAN PREPARATION
Shimp Engineering, P.C.
912 East High Street
Charlottesville, VA 22902
(434) 227-5140
ZONING
Existing: R-1 Residential
Proposed: C-1 Commercial with Proffered Conditions ZMA2019-15
MAGISTERIAL DISTRICT
Rivanna
SOURCE OF TITLE
DB 3713/419
SETBACKS
FRONT C-1 COMMERCIAL MINIMUM: 10' from Right of Way
FRONT C-1 COMMERCIAL MAXIMUM: 30' from Right of Way
SIDE & REAR C-1 COMMERCIAL MINIMUM:
STRUCTURES: 50' from Adjacent Residential District
OFF-STREET PARKING/LOADING SPACE: 20' from Adjacent Residential District
SIDE & REAR C-1 COMMERCIAL MAXIMUM: None
PROFFERED SETBACKS: Proffered setbacks affiliated with ZMA2019-15 allow for existing buildings to be repurposed and remain in
compliance with proffered setbacks
BUILDING HEIGHT
Existing buildings to be repurposed. Maximum height: 20'
SOURCE OF BOUNDARY AND TOPOGRAPHY
Boundary & topographic survey provided by:
Meridian Planning Group, LLC, December 10, 2019, revised March 6, 2020.
BENCHMARK
Datum for topography is NAVD 88
FLOODZONE
According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO287D), this property
is located within a Zone AE 100-year floodplain.
RESERVOIR WATERSHED
This site is within the Upper Rivanna River Watershed.
This site is not within a watershed of a public water supply.
WATER & SANITARY SERVICES
Site is served by 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.
FIRE PREVENTION
A knox box is required on this property. The location of the knox box will be coordinated with the fire marshal's office.
Fire flow required is 1500 gpm. AWWA Q20 fire flow measured at 4347 gpm at the Wilton Farms fire hydrant, adjacent to 1460 Wilton Farm
Road.
FLOODWAY FRINGE
Fine grading in the floodway fringe is proposed on this property. Per Albemarle County Code, Section 18-30.3.11, fine grading is defined as a
balanced site (cut/fill) with no changes to the base floodplain elevation or horizontal limits to the floodplain. The base flood elevation on this
property is 342'. Increase in 'net' earth volume below the BFE is prohibited. Earth import is prohibited within the floodway fringe. County
Engineering may require proof of soil balance of condition of WPO bond release.
EXISTING USE
Single Family Residential
PROPOSED USE
Child Day Center
LAND USE SCHEDULE
EXISTING
Area
%
Building
9,496 SF
6.1 %
Pavement
30,897 SF
19.8%
Sidewalk
1,713 SF
1.1%
Open Space
114,405 SF
73.0%
Total=
156,511 SF
(3.59 ac.)
PROPOSED Area %
Building
9,496 SF
6.1 %
Pavement
28,145 SF
18.0%
Sidewalk
2,348 SF
1.5%
Open space
116,522 SF
74.4%
Total=
156,511 SF
(3.59 ac.)
FINAL SITE DEVELOPMENT PLAN
DEVELOPMENT CENTER
PARKING SCHEDULE
Child day center: 1 space per 10 children enrolled, plus one space per employee;
100 Enrolled Children + 25 Employees = 35 Spaces Required
Maximum Allowable (Additional 20% More Than Required) = 42 Spaces
Parking Provided = 38 Spaces
LIGHTING
No fixtures exceeding 3,000 lumens are proposed.
LANDSCAPE
Landscape will comply with Section 32.7.9. Refer to C6 for existing landscape details.
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.
STORMWATER MANAGEMENT NOTES
This project proposes disturbance of approximately 17,000 SF. The disturbance is primarily for installation of utilities which do not
change the post development land use cover and removal of excess gravel from the existing parking lot which will be replaced
with turf and open space grasses within the proffered 30' buffer. A preliminary VRRM calculation has been performed showing
that the removal of existing impervious area will lead to a net negative nutrient removal requirement and therefore no water
quality measures will be required. Runoff from the development will be sheet flow to the proposed vegetated buffer and post
development runoff rates will be reduced from pre -development rates satisfying the volume and velocity requirements of the
SWM regulations.
ITE Trip Generation
AM
PM
Use Description
ITE
Qty
In
Out
Total
In
Out
Total
Day Care Center
565
100
42
37
79
38
43
81
S D P202000001
TAX MAP 78, PARCEL 58 K
ALBEMARLE COUNTY, VI RG I N IA
VICINITY MAP SCALE : 1 "=2000r
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SHEET INDEX
C1 COVER
C2 EXISTING CONDITIONS & DEMO
C3 SITE PLAN
C4 GRADING & UTILITY PLAN
C5 PUBLIC WATER CONNECTION EXHIBIT
C6 LANDSCAPE PLAN
C7 LANDSCAPE DETAILS
C8 MOT PLAN & WP-2 DETAIL
C9 SIGHT DISTANCE
C10 SITE DETAILS
APPROVALS
Current Development Planner
Date
Current Development Engineer
Date
Architectural Review Board
Date
Fire Official
Date
Building Official
Date
Albemarle County Service Authority
Date
Virginia Department of Transportation
Date
IMAGE PROVIDED BY GOOGLE MAPS
SHIMP
ENGINEERIN 32
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
O �
v . SHIMP a
ic. N . 45183
�6141SI01VAL�G
FINAL SITE DEVELOPMENT PLAN
OUR
NEIGHBORHOOD
CDC
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2019.12.30
REVISION:
2020.03.13
2020.04.15
FILE NO.
COVER
19.064
CJ
STEEP SLOPES: PRESERVED
LOCATED OFF —SITE
41
401
/
41
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46
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/ / ♦ \ IS I ENTRANCE TO BE CLOSED
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ool
/
\ BENCHMARK
PORTION OF ISTING FENC Ba EMOVED / NAIL
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\ \ \ \ 4-
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\ \ \\ \ \ \ \ RAVEL TO REMAIN
IF �10
FEM A BFE 342
R rt ARBED WIRE FENCE BARBED BE REMOVED
FENCE TO REMAIN
\ \ \ SCREENING
TOEEXISTING BE ADDED
FENCE ON
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`\`�Q �e�Q \ \ \ GRAVEL TO BE REMOVED
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SIDE SETBAC 5 MN !!
5754' SB6°40'52"W _ - -
--_- - - 9716' - T
1
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B 0 UNDAR Y LINE
TABLE
Line
Direction
Length
L1
N
38°34'08"
W
20.30'
L2
N
67°07'29"
W
46.23'
L3
N
25°46'49"
W
20.34'
L4
N
57'1552"
W
50.65'
L5
N
75°55'41"
W
21.43'
L6
N
49*16'52"
W
35.61'
L7
N
61'13'20"
W
34.80'
L8
N
47°44'31
W
33.83'
L9
N
66'11'21 "
W
11.63'
L10
N
56°57'35"
E
11.10'
1_11
N
49°58'00"
E
41.07'
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
o
v J SHIMP Y
C. N . 45183
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SSIONAL V,
FINAL SITE DEVELOPMENT PLAN
OUR
NEIGHBORHOOD
CDC
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2019.12.30
REVISION:
2020.03.13
2020.04.15
FILE NO.
19.064
EXISTING CONDITIONS
& DEMO
30 0 30 60 90
Scale: 1"=30' C2
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EXISTING 2249 SF BUILDING
CONVERTED TO CHILD DAY CENTER
S -S
—7 F \ I \ �S \" \ 5328 SF RESERVED
/ CO— S — S S 7.4' \ \ \ FOR RECREATION
s ASPHALT PARKING ARE
/
/ \ I \ 3 FRAME SHED
/
COPljL 'ETE I a • 85.5 SE / \ i
5 / \ \ 18.0
Ar
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ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
v J SHIMP Y
ic. N . 45183
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SIONAL
/ \\ \v A 10'
5
V vv A v V O ��
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\ _ /
� — 25850 SF RESERVED \\ � \
OUR
FOR PLAYING FIELD +
V A FOR CHILD DAY \V A �\
VAS V CENTER USE } NEIGHBORHOOD
GRAVEL TO REMAIN
FEM BITE 342
CDC
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/ ALBEMARLE COUNTY, VIRGINIA
rFFc SUBMISSION:
\ \ eon �oNF 2019.12.30
/ \ 78
REVISION:
2020.03.13
- \Cb\� 2020.04.15
m
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FILE NO.
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171
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REPLANTED NATIVE MEADOWLANDS
30' FROM STREAM TOP OF BANK W . . . W . . W W
- - - - _ 30 0 30 60 90
—T—
Scale: 1"=30' C3
1
/
342 rAPPROXIMATE CUT OF 39.58 SF APPROXIMATE FILL OF 39.47 SF
340
338 /
336 ROPOSED GRADE -�� -' // — // �&V
334 XISTING GRADE / - /� uW
///I � 1» WM
330
10 0 10 20 30 ' ' /
Exhibit: Fine Gradingon Floodwa Fringe a '�'� }
Scale: 1"=10'
lo
.01
PROPOSED MECHANICAL EQUIPMENT TO BE SET BEHIND BUILDING
HIM
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
o
v J SHIMP Y
ic. N . 45183
61
SSIONAL 'i G
FINAL SITE DEVELOPMENT PLAN
OUR
NEIGHBORHOOD
CDC
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2019.12.30
REVISION:
2020.03.13
2020.04.15
\ tK'
y
FILE N0.
08 �g 19.064
GRADING & UTILITY PLAN
J�
30 0 30 60 90
Scale: 1"=30'
AIN
X) X
I
4 P / - 4 P \/ P
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Scale: 1
HIMP
ENGINEERIN 32
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
o
v J;ic.N
P445183
MP Y
.
61
SIONAL
FINAL SITE DEVELOPMENT PLAN
OUR
NEIGHBORHOOD
CDC
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2019.12.30
REVISION:
2020.03.13
2020.04.15
FILE NO.
�i
PUBLIC WATER
CONNECTION EXHIBIT
C5
LANDSCAPE SCHEDULE: EXISTING TO REMAIN
Plant Symbol
Planting Type
Common Name
Caliper/Height
Quantity
Total Canopy SF*
Broadleaved Evergreen
Cedar
20"
2
1250
-
Broadleaved Evergreen
g
Pine
24"
1
1234
Broadleaved Evergreen
Holly
30' Ht.
1
650
Broadleaved Evergreen
Leyland Cypress
20' Ht.
36
2460
\
Large Shade Tree
Pear Variety
6"
8
848
`
Small Ornamental Tree
Crapemyrtle
10'
1
875
Small Ornamental Tree
Decorative Cherry
6"
3
100
`
Small Ornamental Tree
Dogwood
8"
2
300
Broadleaved Evergreen Shrub
Juniper
3' Ht.
8-12
410
B adleaved Evergreen Shrub
Privet
5' Ht.
6
180
TOTAL EXISTING CANOPY
8307 SF
*Refer to Existing Landscape Canopy exhibit on C6 for canopy area calculations
\\
LANDSCAPE SCHEDULE: PROPOSED
Plant Symbol
Planting Type`
Botanical Name
Common Name
Caliper/Height
Quantity
Canopy
Total Canopy SF
• •
Large Shade Tree
Quercus robur
English Oak
3.5"
9
329
2961
•
Large Shade Tree
TIII tomentosa
"Green Mountain" Silver
2.5"
12
276
3312
II,Gree Mountain
Linden
Ornamental
C tinus
Smoketree
6'-7' Ht.
7
163
1141
Flowering Tree
coggygri & cvs.
0
Broadleaved
Myri
Northern Bayberry
24" Ht.
11
18
198
Evergreen Shrub
pensylvan'ca
TOTAL PROPOSED CANOPY
7612 SF
TOTAL SITE CANOPY
15919 SF
/A'00
1 " WM
THE
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FENCING
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E STING TREELINE TO N° / / 7 + � \ Co s s \" 1 v 5328 SF RESERVED
S ,✓ ,i' ° / / / / \ S s FOR RECREATION
C/ vk, 31.
2 ti / / /
Cyq E� �388 \\ \ / \ \ e FRAME SHED
CObjI TE
85.5 SF
LIDS
"bO cD V A I
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00
25850 SF RESERVED
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\ FOR CHILD DAY
CENTER USE + /
/ \ FEM BFE 342
/ � y
HIM
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
t..a
v J SHIMP Y
ic. N .45183
�o IZ 6>
`,SIONAL
FINAL SITE DEVELOPMENT PLAN
OUR
NEIGHBORHOOD
CDC
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2019.12.30
REVISION:
2020.03.13
2020.04.15
FILE NO.
APPROXIMATE LOCATION OF
EXISTING TREELINE TO REMAIN
W W W W W W LANDSCAPE PLAN
PLANTED NATIVE MEADOWLANDS
3 FROM STREAM TOP OF BANK
--
- \ /
30 0 30 60 90
Scale: 1"=30' C6
=1
SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS
SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST
SPACING AS NECESSARY OR AS DIRECTED BY
LANDSCAPE ARCHITECT.
0
SET SHRUB PLUMB. TOP OF ROOTBALL SHALL
NOT BE MORE THAN 1" ABOVE FINISHED GRADE
1992
3.38
12
4
Exhibit: Existing Landscape Canopy
LANDSCAPING REQUIRED:
SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED.
SITE AREA: 156,380.4 SF
RECREATION AREA (32.7.9.8(c)(5)): 25850 SF
— 5328 SF
125,202.4 SF
SITE AREA: 125,202.4 SF x 10% = 12,520 SF
CANOPY REQUIRED: 12,520 SF
CANOPY PROVIDED: 15,919 SF
STREET TREES (32.7.9.5): LARGE SHADE TREES (3.5" CAL.)
35' O.C. PARALLEL TO ROAD
REQUIRED: ROUTE 20 — 610 LF/35 = 17 TREES
PROVIDED: 17 LARGE SHADE TREES & 7 ORNAMENTAL TREES
INTERSPERSED ALONG THIS FRONTAGE
INTERIOR/PARKING LANDSCAPE (32.7.9.6) 5% OF PARKED PAVED AREA.
19627 SF x 5% = 981.4 SF
REQUIRED: 981.4 SF
PROVIDED: 3241 SF
■ ■ ■ ■ ■
■ ■ ■ ■ IN
it
LARGE SHADE TREES (2.5" CAL.)
38 PARKING SPACES (38/10 = 4)
REQUIRED: 4 LARGE SHADE TREES
PROVIDED: EXISTING 36 EVERGREEN TREES + PROPOSED 8 LARGE SHADE TREE
SCREENING SHRUBS ADDITIONALLY PROVIDED TO MINIMIZE APPEARANCE OF PARKING
NOTES:
1. Contractor to apply mulch bedding around all proposed trees and shrubs. All other
landscaped areas shall be sodded.
2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained
at, mature height; the topping of trees is prohibited. Shrubs and trees shall be
pruned minimally and only to support the overall health of the plant.
3. All landscaping and screening shall be maintained in a healthy condition by the
current owner or property owners' association and replaced when necessary.
Replacement material shall comply with the approved landscape plan.
REMOVE BURLAP FROM TOP 1/3 OF
ROOTBALL
MULCH 2" DEEP IMMEDIATELY AFTER F Y TALL WATERING BERM
PLANTING AND WATER THOROUGHLY.
4 D 0
� FINISHED GRADE
PLANTING PIT.
PREPARED SOIL
SOIL SURFACE ROUGHENED
TO BIND NEW SOIL
SHRUB PLANING DETAIL
C7 Not To Scale
SET TRUNK PLUMB. SEE PLANS FOR
EXACT LAYOUT AND SPACING.
ARBOR TIES, OR SIM
1-1/2" SQ. OAK ST.
SET 180 DEGREES
FINISHED GRADE
APPLY 2" OF WOOD
WATER THOROUGHLY
4" COMPACTED EAR
WATERING BERM
EXISTING GRADE
PLANTING PIT. SEE
REQUIREMENTS, PLAT
SOIL AMENDMENTS.
REMOVE BURLAP &
1/3 OF ROOT BALL
UNDISTURBED SOIL
2 TREE PANT NG DETA L
C7 Not To Scale
III
1/2 BALL
DIA. MIN. w
CD
CD
I
County of Albemarle
Conservation Plan Checklist — To be placed on Landscape Plans
(Handbook, pp III-284-111-297 for complete specifications)
1. The following items shall be shown on the plan:
0 Trees to be saved;
0 Limits of clearing (outside dripline of trees to be saved);
0 Location and type of protective fencing;
❑ Grade changes requiring tree wells or walls;
❑ Proposed trenching or tunneling beyond the limits of clearing.
2. Markings:
0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector.
3. Pre -Construction Conference:
0 Tree preservation and protection measures shall be reviewed with the contractor on site.
4. Equipment Operation and Storage:
0 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees
to be saved.
5. Soil Erosion and Stormwater Detention Devices:
0 Such devices shall not adversely affect trees to be saved.
6. Fires:
0 Fires are not permitted within 100 feet of the dripline of trees to be saved.
7. Toxic Materials:
0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
8. Protective Fencing:
0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction.
9. Tree Wells:
❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail
submitted for approval.
10. Tree Walls:
❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail
submitted for approval.
11. Trenching and Tunneling:
❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots.
12. Cleanup:
0 Protective fencing shall be the last items removed during the final cleanup.
13. Damaged Trees:
0 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist.
NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
OWNER SIGNATURE (DATE)
04/14/2020
CONTRACT PURCHASER 8WjNATM (DATE)
5/1/06 Page 1 of 1
DRIP LINE
SNOW FENCE
BOARD FENCE
FENCING AND ARMORING
ENCE
CORRECT METHODS OF TREE FENCING
CORRECT TRUNK ARMORING
00 00
TRIANGULAR BOARD FENCE
Source: Va. DSWC
Plate 3.38-2
III - 401
TREE PROTECT ON EENC NG (TP
CONSERVATION PLAN CHECKLIST
HIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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SSIONAL V,
FINAL SITE DEVELOPMENT PLAN
OUR
NEIGHBORHOOD
CDC
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2019.12.30
REVISION:
2020.03.13
2020.04.15
FILE NO.
LANDSCAPE DETAILS
19.064
C7
Page 6H-46 September 2019 1 September 2019 Page 6H-47
Typical Traffic Control
Lane Closure Operation with Lane Weave
(Figure TTC-19.2)
NOTES
Standard:
1. On divided highways having a median wider than 81, right and left sign assemblies shall be required.
Guidance:
2. Sign spacing should be 1300'4500' for Limited Access highways. For all other roadways, the sign
spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 350'-500' where
the posted speed limit is 45 mph or less.
3. When closing a lane, a PCMS should be used in advance of the first warning sign if all of the left side
signs cannot be installed.'
4. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight
distance in advance of the transition, based on the posted speed limit and at least equal to or greater than
the values in Table 6H-3. For Limited Access highways a minimum of 1000' is desired.
5. All vehicles, equipment, workers, and their activities should be restricted to one side of the pavement.
Standard:
6. Tager length (L) shall be at the following:
Taper Length
L
Speed
Limit
(mph)
Lane
Width
Feet
Remarks
Speed
Limit
mph)
Lane
Width
(Feet
Remarks
9
10
11
12
9
10
11
12
25
95
105
115
125
L=S2W/60
50
450
500
550
600
L=SW
30
135
150
165
180
L=S2WT60
55
495
550
605
660
L= SW
35
185
205
225
245
L=S2W/60
60
540
600
660
720
L=SW
40
240
270
295
320
L=S2W/60
65
585
650
715
780
L=SW
45
405
450
495
540
L=SW
70
630
700
770
840
L=SW
Limited Access highways shall use a 1000' merging
taper regardless of the
posted speed .2
Shifting Tapers - full lane width shifts on Limited Access Highways shall use a 750' shifting taper for
posted speeds less than 65 mph and a 1000' shifting taper for posted speeds equal to or greater than 65
mph. For all other roadways 3/4 L should be used .2
Shoulder Taper ='/3 L Minimum
7. Channelizini! device snacin2 shall be at the following:
Channelizing Device Spacing
Location
Spacing
Speed Limit
mph
Location
Spacing
Speed Limit
mph
Location
Speed Limit
mph
0 -35 36 +
0 -35 1 36 +
0 -35 1 36 +
Transition
1 20' 1 40'71
Travelwa
40' 1 80' 11
`Construction Access
1 80' 1 120'
*Construction access spacing may be increased to this distance, but shall not exceed one access per '/ mile.
8. An arrow board shall be used when a lane is closed. When more than one lane is closed, a separate
arrow board shall be used for each closed lane (see Figure TTC-18).
9. The buffer space length shall be shown in Table 611-3 on Page 6H-5 for the posted speed limit.
10. A shadow vehicle with either a Type B or C arrow board operating in the caution mode, or at least one
high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the
first work crew. When the posted speed limit is 45 mph or greater, a truck- mounted attenuator shall
be used.
11. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating,
flashing, or1 oscillating lights but can be used to supplement the amber rotating, flashing, or1
oscillating lights.
12. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed
as needed.
Option•2
13. PTRS and their su orting signs may be used, see sections 6F.99 and 6G.25. Long-term transverse rumble
strips may be used in long-term situations, see Section 6F.99 and TTC-20.2
1: Revision 1- 4/1/2015
2: Revision 2 - 9/1/2019
Lane Closure Operation with Lane Weave
-------------1------------
(Figure TTC-19.2)
END
ROAD WORKJ
j
500' +
END G20-2 (V)
IROAD WORK
ILLUMINATED FLASHING
(AMBER CAUTION MODE)
TYPE BORC
SEE NOTE 10
80'- 120'
SHADOW VEHICLE
REQUIRED
PTRS SPACING
(CENTER TO CENTER)
POSTED/STATUTORY SPEED LIMIT
S40 MPH 10 FEET
41 - 55 MPH 15 FEET
> 55 MPH 20 FEET
0 0 % W1-8
0 0
O
L o 16 (OPTIONAL)
FOR "L" o 0
SEE NOTE 6 0 0
1� L 0 0
i 0 ®� W1-4L
112 L 01
O PTRS OPTIONAL
® L 0 SEE NOTE 13
o
ILLUMINATED FLASHING o SEE NOTE 22
AMBER ARROW TYPE C ° / W4-2L
SEE NOTE 4 �,000 **
SHOULDER TAPER ,; I
W9-2R - R4-V7R
LANE ENDS RIGHT
LEFT
RIGHT LEFT * * LANE W9-3L
LANE CLOSED
CLOSED * * AHEAD
AHEAD RUMBLE
RUMBLE STRIPS W20-V28 R
STRIPS
REQUIRED
W20-V28L 1k �k
RUMBLE WITH PTRS
REQUIRED
WITH PTRS RUMBLE STRIPS
STRIPS * * AHEAD
AHEAD W20-V26
ROAD i ice_ ROAD REQUIRED
WORK - WORK WITH PTRS
AHEAD PCMS - SEE NOTE 3 AHEAD W20-1
2: Revision 2 - 9/1/2019
(TMA REQUIREMENTS SEE NOTE 10)
O 0 SEE NOTE 9
O 0
0 0
0 0
0 0
Typical Traffic Control
oa
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------------------------
117.6' R /W
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WP-2
2016 ROAD & BRIDGE STANDARDS
ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING
12 EDGE OF EXISING PAVEMENT
(AS DETERMINED IN FIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
EXISTING SUBBASE PROPOSED SUBBASE
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
PROPOSED MINIMUM 1 '/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES:
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 /2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER.
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE
SPECIFICATIONS.
XVDOT ASPHALT PAVEMENT WIDENING SPECIFICATION
ROAD AND BRIDGE STANDARDS REFERENCE
SHEET 1 OF 1 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC
315
303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION
2016 ROAD & BRIDGE STANDARDS
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FONTANA DR/ROUTE 20 INTERSECTION
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VARABLE
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Scale: 1 "=20'
HIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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��`�SIONAL V,
FINAL SITE DEVELOPMENT PLAN
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NEIGHBORHOOD
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ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2019.12.30
REVISION:
2020.03.13
2020.04.15
�x FILE N0.
19.064
MOT PLAN & WP-2 DETAIL
CV
TMP 78G-6-A TMP 780-A TMP 78G-1-A
COUNTY OF ALBEMARLE RIrSIDEILLAGE COMMUNITY ASSOCIATION INC SHOPS AT RIVERSIDE VILLAGE LLC
C/O REAL PROPERT INC
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360
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Scale: 1 "=40'
GRADE
HEIGHT OF EYE
_
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f
330 10+00
SIGHT DISTANCE RIGHT
10+50
11+00
11+50
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14+50
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370
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LAND PLANNING - PROJECT MANAGEMENT
350
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
345
340
335
20 0 20 -0 .0
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355 355
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345 — _ 345
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SIONAL
FINAL SITE DEVELOPMENT PLAN
OUR
NEIGHBORHOOD
CDC
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2019.12.30
REVISION:
2020.03.13
2020.04.15
FILE NO.
SIGHT DISTANCE
19.064
SIGHT DISTANCE LEFT 20 0 20 40 60
Scale: 1"=20' C9
as , d
a
a
0000000000000000
III III III III II
4" — 3,000 PSI CONCRETE
4" — VDOT #21A BASESTONE
COMPACTED SUBGRADE
CBR=10
TO BE FIELD VERIFIED
�TYPICAL S DEWALK SECTION
C1 Not To Scale
2" OF SM-9.5A SUPERPAVE
0000000000000000
III III III III I�
6" — VDOT #21A BASESTONE
COMPACTED SUBGRADE
CBR=10.0
TO BE FIELD VERIFIED
PARKING AREA PAVEMENT SECTION
Not To Scale
2" OF SM-9.5A SUPERPAVE
3" — ASPHALT CONCRETE BASE COARSE
TYPE BM-25.0
6" — VDOT #21A BASESTONE
COMPACTED SUBGRADE
MIN. CBR=10.0
TO BE FIELD VERIFIED
TYPICAL PAVEMENT SECT ON FOR TRAVELWAYS
Not To Scale
6" — 3,000 PSI CONCRETE
AT 28 DAYS OR STRONGER.
MIN. WIRE REINFORCING OR
o #4 BARS AT 12" O.C.
O
4" COMPACTED VDOT #21A
I— COMPACTED SUBGRADE
DUMPSTER PAD DETA I
Not To Scale
SHIM
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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P445183
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61
��SSIONAL
FINAL SITE DEVELOPMENT PLAN
OUR
NEIGHBORHOOD
CDC
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2019.12.30
REVISION:
2020.03.13
2020.04.15
FILE NO.
SITE DETAILS
19.064
C10