HomeMy WebLinkAboutARB202000095 Staff Report 2020-10-05ARCIMECTURAL REVIEW BOARD STAFF REPORT
Project #/Name
ARB-2020-95: Airport Road Pump Station Initial Site Plan
Review Type
Initial Site Development Plan
Parcel Identification
03200-00-00-041A2
Location
Approximately 524' south of Airport Road, Approximately 843' west of Rt. 29, at the terminus of Berkmar Drive
Zoned
Rural Areas (RA), Entrance Corridor (EC)
Owner/Applicant
Rivanna Water and Sewer Authority (RWSA) (Michelle Simpson)
Magisterial District
Rio
Proposal
To construct a potable water pump station and storage tanks for the RWSA along with associated site improvements on
approximately 1.06 acres.
Context
The subject property is a single vacant parcel. The area is characterized by a mix of residential, industrial, and commercial
development.
Visibility
Portions of the proposal (storage tanks) are anticipated to be visible from the Airport Road Entrance Corridor. Visibility is also
anticipated from the Rt. 29 frontage; however, the parcel does not fall within the Rt. 29 EC overlay.
ARB Meeting Date
October 5, 2020
Staff Contact
Khris Taggart
PROJECT HISTORY
The ARB has reviewed no previous proposals for this site.
Fig. 1: Google Image (left) showing project area relative to the Entrance Corridors and County GIS map (right) highlighting subject property.
ANALYSIS
Gray highlight = means the guideline can't be reviewed at initial site plan stage, but recommendations can be provided for final
Yellow highlight = means the guideline can only be reviewed for location/configuration at the initial plan stage
Regular text = means the guideline can be reviewed at initial plan stage, can be made a condition of initial plan approval, and can be the basis for denial
REF
GUIDELINE
ISSUE
RECOMMENDATION
GENERAL GUIDELINES
Purpose
1
The goal of the regulation of the design of development within the
Architectural designs have not been
Provide architectural designs of the
designated Entrance Corridors is to ensure that new development
provided for review at this time. This
pump station and ground storage
within the corridors reflects the traditional architecture of the area.
guideline can be reviewed when they are
tanks, including a color sample,
Therefore, it is the purpose of ARB review and of these Guidelines,
submitted.
with the next submittal.
that proposed development within the designated Entrance
Corridors reflect elements of design characteristic of the significant
historical landmarks, buildings, and structures of the Charlottesville
and Albemarle area, and to promote orderly and attractive
development within these corridors. Applicants should note that
replication of historic structures is neither required nor desired.
2
Visitors to the significant historical sites in the Charlottesville and
Conformity with this guideline can be
Albemarle area experience these sites as ensembles of buildings,
fully assessed when architectural designs
land, and vegetation. In order to accomplish the integration of
are submitted for review. Site layout and
buildings, land, and vegetation characteristic of these sites, the
landscaping are addressed below.
Guidelines require attention to four primary factors: compatibility
with significant historic sites in the area; the character of the
Entrance Corridor; site development and layout; and landscaping.
3-5, 9-
Compatibility with significant historic sites, compatibility with
Architectural designs were not provided
16
character of the Entrance Corridor, structure design
with the initial plan. This guideline can
be reviewed when they are submitted.
Accessory structures and equipment
17
Accessory structures and equipment should be integrated into the
The proposal shows a ground -mounted
Clarify the notes about anticipated
overall plan of development and shall, to the extent possible, be
generator directly east of the proposed
future ground storage tanks on the
compatible with the building designs used on the site.
pump station. The generator is not
plans.
expected to be visible from either Airport
Rd. or Rt. 29 due to a 20' landscape
Provide design drawings of the
18
The following should be located to eliminate visibility from the
Entrance Corridor street. It; after appropriate siting, these features will
buffer of existing trees that are to remain.
ground storage tanks, including a
still have a negative visual impact on the Entrance Corridor street,
color sample, with the next
screening should be provided to eliminate visibility. a. Loading areas,
The plans note two "anticipated future
submittal.
b. Service areas, c. Refuse areas, d. Storage areas, e. Mechanical
ground storage tanks' east of the
equipment, f. Above -ground utilities, and g. Chain link fence,
proposed pump station building. It is
barbed wire, razor wire, and similar security fencing devices.
unclear whether there may or may not be
tanks, or whether they may be located
19
Screening devices should be compatible with the design of the
buildings and surrounding natural vegetation and may consist of: a.
elsewhere on site. Designs of the storage
Walls, b. Plantings, and c. Fencing.
tanks were not provided with the initial
plan. The appropriateness of the
appearance of the storage tanks can be
reviewed when the designs are
submitted. Tank height and color will be
important factors.
Chain link fencing is shown on the site
plan along the interior perimeter of the
wooded landscape buffer. While the use
of chain link fencing is typically not
appropriate for the EC it is not
anticipated to be visible due to its
location inside the wooded buffer.
21
The following note should be added to the site plan and the
The note appears on sheet 9 of the site
Include the standard mechanical
architectural plan: "Visibility of all mechanical equipment from the
plan. No architectural designs were
equipment note on the architectural
Entrance Corridor shall be eliminated."
provided with the initial plan.
plans when submitted.
22-31
Lighting
No lighting is included in the initial plan.
Provide a complete lighting plan
with all relevant details with the
next submittal.
Landscaping
32
Landscaping along the frontage of Entrance Corridor streets should
The parcel does not share a frontage with
None.
include the following:
the Rt. 29 Entrance Corridor, so no
a. Large shade trees should be planted parallel to the Entrance
frontage trees are required.
Corridor Street. Such trees should be at least 3'/z inches caliper
(measured 6 inches above the ground) and should be of a plant
species common to the area. Such trees should be located at least
every 35 feet on center.
b. Flowering ornamental trees of a species common to the area should
be interspersed among the trees required by the preceding paragraph.
The ornamental trees need not alternate one for one with the large
shade trees. They may be planted among the large shade trees in a less
regular spacing pattern.
c. In situations where appropriate, a three or four board fence or
low stone wall, typical of the area, should align the frontage of the
Entrance Corridor street.
d. An area of sufficient width to accommodate the foregoing
plantings and fencing should be reserved parallel to the Entrance
Corridor street, and exclusive of road right-of-way and utility
easements.
33
Landscaping along interior roads:
No interior roads are present or
None.
a. Large trees should be planted parallel to all interior roads. Such
proposed. A travelway extends
trees should be at least 2% inches caliper (measured six inches
northward from Berkman Drive then
above the ground) and should be of a plant species common to the
eastward to provide access to the site.
area. Such trees should be located at least every 40 feet on center.
Wooded area to remain, supplemented
with some evergreen trees, is adjacent to
the southern side of the travelwa .
34
Landscaping along interior pedestrian ways:
No pedestrian paths are proposed interior
None.
a. Medium trees should be planted parallel to all interior pedestrian
to the site.
ways. Such trees should be at least 2'/2 inches caliper (measured six
inches above the ground) and should be of a species common to the
area. Such trees should be located at least every 25 feet on center.
35
Landscaping of parking areas:
Only 4 parking spaces are proposed, so
None.
a. Large trees should align the perimeter of parking areas, located
no interior parking area trees are
40 feet on center. Trees should be planted in the interior of parking
required. The 20' landscape buffer that is
areas at the rate of one tree for every 10 parking spaces provided
proposed at the perimeter of the site and
and should be evenly distributed throughout the interior of the
in close proximity to the parking spaces,
parking area.
satisfies the perimeter parking
b. Trees required by the preceding paragraph should measure 2'/2
requirement.
inches caliper (measured six inches above the ground); should be
evenly spaced; and should be of a species common to the area.
Such trees should be planted in planters or medians sufficiently
large to maintain the health of the tree and shall be protected by
curbing.
c. Shrubs should be provided as necessary to minimize the parking
area's impact on Entrance Corridor streets. Shrubs should measure
24 inches in height.
7
The requirements of the Guidelines regarding landscaping are
This parcel has no frontage along the EC
Revise the landscape plan to
intended to reflect the landscaping characteristic of many of the
street.
include a plant schedule that
area's significant historic sites which is characterized by large
includes the botanical names for the
shade trees and lawns. Landscaping should promote visual order
There is no new landscaping proposed,
trees proposed.
within the Entrance Corridor and help to integrate buildings into the
but the wooded area to remain is only
existing environment of the corridor.
approximately 10' away on the north and
part of the west site of the building. This
Indicate if Red Pines trees are
present in the existing wooded area.
8
Continuity within the Entrance Corridor should be obtained by
planting different types of plant materials that share similar
buffer will help to integrate the building
If not, replace some of the Red
characteristics. Such common elements allow for more flexibility in
and site into the existing environment.
Pines trees with a species that is
the design of structures because common landscape features will
present in the landscape.
help to harmonize the appearance of development as seen from the
Red Pine trees are shown along the
street upon which the Corridor is centered.
northwest and southwest comers, and the
36
Landscaping of buildings and other structures:
southern perimeter of the site. However,
a. Trees or other vegetation should be planted along the front of
a plant schedule that includes botanical
long buildings as necessary to soften the appearance of exterior
names has not been provided.
walls. The spacing, size, and type of such trees or vegetation should
be determined by the length, height, and blankness of such walls.
Red Pines trees would be most
b. Shrubs should be used to integrate the site, buildings, and other
appropriate if they are already present in
structures; dumpsters, accessory buildings and structures; "drive
the existing wooded area.
thru" windows, service areas; and signs. Shrubs should measure at
least 24 inches in height.
37
Plant species:
a. Plant species required should be as approved by the Staff based
upon but not limited to the Generic Landscape Plan Recommended
Species List and Native Plants for Virginia Landscapes (Appendix
D.
38
Plant health:
The note is present on the landscape
None.
The following note should be added to the landscape plan: "All sift
plan.
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."
Site Development and layout
6
Site development should be sensitive to the existing natural
A 20' buffer of existing trees to remain is
None.
landscape and should contribute to the creation of an organized
shown along the perimeter of the site.
development plan. This may be accomplished, to the extent
practical, by preserving the trees and rolling terrain typical of the
area; planting new trees along streets and pedestrian ways and
choosing species that reflect native forest elements, insuring that
any grading will blend into the surrounding topography thereby
creating a continuous landscape; preserving, to the extent practical,
existing significant river and stream valleys which may be located
on the site and integrating these features into the design of
surrounding development, and limiting the building mass and
height to a scale that does not overpower the natural settings of the
site, or the Entrance Corridor.
39
The relationship of buildings and other structures to the Entrance
The site is accessed from Berkmar Drive,
Provide site sections that show the
Corridor street and to other development within the corridor should
which has a sidewalk. The travelway and
view of the site and storage tanks
be as follows:
parking area has an organized pattern.
from the Airport Rd. frontage.
a. An organized pattern of roads, service lanes, bike paths, and
pedestrian walks should guide the layout of the site.
The cover sheet identifies the pump
b. In general, buildings fronting the Entrance Corridor street should
station building height as 18' and the
be parallel to the street. Building groupings should be arranged to
plans show the building situated parallel
parallel the Entrance Corridor street.
to the Rt. 29 EC. Given the distance from
c. Provisions should be made for connections to adjacent pedestrian
the corridor and the surrounding wooded
and vehicular circulation systems.
buffer to remain, a building of that height
d. Open spaces should be tied into surrounding areas to provide
will likely have minimal visibility.
continuity within the Entrance Corridor.
Future storage tanks would further
e. If significant natural features exist on the site (including creek
reduce the visibility of the building, but
valleys, steep slopes, significant trees or rock outcroppings), to the
the storage tanks themselves could
extent practical, then such natural features should be reflected in the
potentially be visible.
site layout. If the provisions of Section 32.5.2.n of the Albemarle
County Zoning Ordinance apply, then improvements required by
The plans show a proposed buffer that is
that section should be located so as to maximize the use of existing
comprised of existing trees to remain.
features in screening such improvements from Entrance Corridor
streets.
Storage tank designs were not provided
f. The placement of structures on the site should respect existing
with the initial plan, so visibility and
views and vistas on and around the site.
views cannot be assessed at this time.
Site sections would help to clarify
visibility.
Site Grading
40
Site grading should maintain the basic relationship of the site to
The existing grading is not being
None.
surrounding conditions by limiting the use of retaining walls and by
significantly altered.
shaping the terrain through the use of smooth, rounded landfonns that
blend with the existing terrain. Steep cut or fill sections are generally
unacceptable. Proposed contours on the grading plan shall be rounded
with a ten -foot minimum radius where they meet the adjacent
condition. Final grading should achieve a natural, rather than
engineered, appearance. Retaining walls 6 feet in height and taller,
when necessary, shall be terraced and planted to blend with the
landscape.
41
No grading, trenching, or tunneling should occur within the drip line
There are existing trees that are to be
Show tree protection fencing on,
of any trees or other existing features designated for preservation in
preserved as a landscape buffer. Chain
and coordinated throughout, the
the final Certificate of Appropriateness. Adequate tree protection
link fencing is shown on the plans, which
grading, landscaping, and erosion
fencing should be shown on, and coordinated throughout, the grading,
can act as tree protection fencing, but
and sediment control plans.
landscaping and erosion and sediment control plans.
will need to be labeled as such on the
42
Areas designated for preservation in the final Certificate of
plans.
Appropriateness should be clearly delineated and protected on the
site prior to any grading activity on the site. This protection should
See comments on the appropriateness of
remain in place until completion of the development of the site.
the fencing proposed in Guideline #19.
43
Preservation areas should be protected from storage or movement
of heavy equipment within this area.
20
Surface runoff structures and detention ponds should be designed to
A bioretention pond is shown east of the
None.
fit into the natural topography to avoid the need for screening. When
pump station building near the eastern
visible from the Entrance Corridor street, these features must be fully
perimeter of the site. The stormwater
integrated into the landscape. They should not have the appearance of
feature is not expected to be visible from
engineered features.
either the Airport Rd. or Rt. 29 frontages.
44
Natural drainage patterns (or to the extent required, new drainage
patterns) should be incorporated into the finished site to the extent
possible.
SUMMARY OF RECOMMENDATIONS
Staff recommends the following as the primary points of discussion:
1. Visibility of the storage tanks.
2. Potential design issues with the pump station and storage tanks.
Staff recommends that the ARB forward the following recommendations to the Agent for the Site Review Committee:
• Regarding requirements to satisfy the design guidelines as per § 18-30.6.4c(2), (3) and (5) and recommended conditions of initial plan approval:
o Prior to Initial Plan approval the following items shall be resolved to the satisfaction of the ARB:
• None.
• Regarding recommendations on the plan as it relates to the guidelines:
• None.
• Regarding conditions to be satisfied prior to issuance of a grading permit:
• Show tree protection fencing on, and coordinated throughout, the grading, landscaping, and erosion and sediment control plans.
• Regarding the final site plan submittal:
A Certificate of Appropriateness is required prior to final site plan approval. The following items and all items on the ARB Final Site Plan Checklist must
be addressed:
1. Provide architectural designs of the pump station and ground storage tanks, including a color sample, with the next submittal.
2. Clarify the notes about anticipated future ground storage tanks on the plans.
3. Include the standard mechanical equipment note on the architectural plans when submitted.
4. Provide a complete lighting plan with all relevant details with the next submittal.
5. Revise the landscape plan to include a plant schedule that includes the botanical names for the trees proposed.
6. Indicate if Red Pines trees are present in the existing wooded area. If not, replace some of the Red Pines trees with a species that is present in the
landscape.
7. Provide site sections that show the view of the site and storage tanks from the Airport Rd. frontage.
8. Show tree protection fencing on, and coordinated throughout, the grading, landscaping, and erosion and sediment control plans.
TABLE A
This report is based on the following submittal items:
Sheet
#
Drawing Name
Drawing
Date/Revision
Date
1
Cover
8/2020
2
Notes and Details — 1
8/2020
3
Notes and Details — 2
8/2020
q
Notes and Details — 3
8/2020
5
Existing Conditions and Demolition Plan
8/2020
6
Erosion Control
8/2020
7
Grading Plan
8/2020
8
Utility Plan
8/2020
9
Landscaping Plan
8/2020
10
ATTACE MENTS
Airport Road Pump Station Initial Site Plan (below)
u
3
a
Q!
w
00
m
00
M
LO
a�
z
3
U
0
RIVA
AIRPORT
SITE DATA
OWNER:
RIVANNA WATER AND SEWER AUTHORITY
PROPERTY SIZE:
1.60 ACRES
PROPERTY ADDRESS:
N/A
PROPERTY INFO: TAX
MAP 32-041A2
DB 4912 PG 328
PARCEL ID
03200-00-00-041 A2
ZONING:
RURAL AREAS
COUNTY:
ALBEMARLE
STATE:
VIRGINIA
MAGISTERIAL DISTRICT:
RIO DISTRICT
OVERLAY DISTRICTS:
ENTRANCE CORRIDOR - AIRPORT IMPACT
DISTRICT
WATER SHED:
POWELL CREEK
ENGINEER: SHORT ELLIOTT HENDRICKSON INC.
3535 VADNAIS CENTER DRIVE
ST PAUL, MN 55110
SURVEYOR: SHORT ELLIOTT HENDRICKSON INC.
3535 VADNAIS CENTER DRIVE
ST PAUL, MN 55110
DATUM:
HORIZ: NAD-83
VERT: NAD-88
MINIMUM SETBACK REQUIREMENTS:
75' FRONT SETBACK
25SIDE SETBACK
35' REAR SETBACK
HEIGHT OF PROPOSED STRUCTURES:
PROPOSED PUMP STATION: 18'
PROPOSED FOOTPRINTS:
PROPOSED FOOTPRINT: 1,450 SF (0.033 AC)
TOTAL SITE FOOTPRINT: 69,714 SF (1.60 AC)
OVERALL PROJECT LIMITS OF DISTURBANCE: 1.10 AC
PAVED PARKING\VEHICULAR CIRCULATION: 6,150 SF (0.14 AC)
PROPOSED PARKING SPACES: 4
EXISTING TREE CANOPY: 1.54 AC (96 %)
EXISTING TREE TYPE: MIX OF DECIDUOUS & EVERGREEN
PROPOSED TREE CANOPY: 0.51 ac (32%)
EXISTING TOPOGRAPHY PER SEH SURVEY DONE NOVEMBER 2019
��
kti
P
aG
1 29
�
_ ,
r
` C harlettesv;1
[c-Albemale
Q^
rd
Airport
A",'Ott
�7
a
PROJECT LOCATION
A�
(END OF BERKMAR DR)
'o
i
Rivanna
Ae HdFj
O Memorial
*b
Sarilms
4
H of iymcad
4
Sheet List Table
Sheet Number
Sheet Title
1
COVER
2
NOTES & DETAILS - 1.
3
NOTES & DETAILS - 2
4
NOTES & DETAILS - 3
5
EXISTING CONDITIONS AND DEMOLITION PLAN
6
EROSION CONTROL
7
GRADING PLAN
8
UTILITY PLAN
9
LANDSCAPE PLAN
Y
Z
O
ZF-
N
Z
O
O
Lu
LL-
r�lF-
O
Z
Q
O
lr
z_
QLU
�Q
C�
IL
>
�I��Z
03:
QNF—
0<<LU
IL
06
Z
Q
>
>-
>-
U
w
Q
�
Q
0
Q
f
N
I
O S
ON
w
M
z
o
0
12
U
-6
C
O
z
>
m
o
z
m
o m
J
�a,,,LD
CY
Q Z z
L
N
W
N W fY
N
w
W
�w
w>
W0
�0
SHEET
1/9
EXISTING
m
3
a
Lu
w
U)
°O
m
00
0
M
cu
m
L
N
m
3
a
a
co
U
6
RIGHT OF WAY
PERMANENT EASEMENT
PROPERTY LINE
Qxx
HORIZONTAL CONTROL POINT
BENCHMARK
•
SURVEY MARKER
SOIL BORING
SANITARY SEWER AND MANHOLE
FORCE MAIN AND LIFT STATION
SANITARY SEWER SERVICE & CLEANOUT
WATER MAIN, HYDRANT, VALVE AND MANHOLE
— — — -
WATER SERVICE AND CURB STOP BOX
STORM SEWER, MANHOLE AND CATCH BASIN
..................
_ CULVERT AND APRON ENDWALL
G G
C GAS MAIN, VALVE, VENT AND METER
HH
0
HANDHOLE
BURIED FIBER OPTIC CABLE AND MANHOLE
T-BUR T-0'
BURIED PHONE CABLE, PEDESTAL AND MANHOLE
TV
TV -BUR ®v
TV
BURIED TV CABLE, PEDESTAL AND MANHOLE
E E
_
BURIED ELECTRIC CABLE, PEDESTAL, MANHOLE,
TRANSFORMER AND METER
OVERHEAD WIRE, POLE AND GUY WIRE
LIGHT POLE
®
TRAFFIC SIGNAL
STREET NAME SIGN
QI
SIGN (NON STREET NAME)
I I I I I
I RAILROAD TRACKS
6"6"
0
DECIDUOUS AND CONIFEROUS TREE
xx'
BUSH / SHRUB AND STUMP
EDGE OF WOODED AREA
WET WETLAND
BUILDING
X
FENCE (UNIDENTIFIED)
BARBED WIRE FENCE
XC—
CHAIN LINK FENCE
XE
ELECTRIC WIRE FENCE
XWD
WOOD FENCE
xww--
WOVEN WIRE FENCE
m m A
PLATE BEAM GUARDRAIL
^ -
CABLE GUARDRAIL
op
POST/BOLLARD
RETAINING WALL
6+00
PROPOSED
l
STREET CENTERLINE
-
RIGHT-OF-WAY
PERMANENT EASEMENT
TEMPORARY EASEMENT
-----------------
CONSTRUCTION LIMITS
s
SANITARY SEWER, BULKHEAD AND MANHOLE
FM
FORCE MAIN
NCO
SANITARY SERVICE AND CLEANOUT
WATER MAIN, TEE, HYDRANT, BULKHEAD AND VALVE
Ow t F 1 e
WATER VALVE MANHOLE, REDUCER, BEND AND CROSS
j� •
WATER SERVICE AND CURB STOP BOX
sT
STORM SEWER, MANHOLE AND CATCH BASIN
CULVERT AND APRON ENDWALL
---<-----<----- <---
DRAIN TILE
DITCH / SWALE
RIPRAP
STREET NAME SIGN
_J_
SIGN (NON STREET NAME)
RETAINING WALL
MISCELLANEOUS PROPOSED
xww
WOVEN WIRE FENCE
XWD
WOOD FENCE
XE
ELECTRIC FENCE
XC
CHAIN LINK FENCE
BARBED WIRE FENCE
X
FENCE
GUARDRAIL
TV -DUCT
TV DUCT
TV CONDUIT
— TV -OH — TV -OH
OVERHEAD TV
T-DUCT
PHONE DUCT
PHONE CONDUIT
T-OH T-OH
PHONE OVERHEAD
OIL
OIL PIPELINE
G
NATURAL GAS MAIN
FO-DUCT
FIBER OPTIC DUCT
FO
FIBER OPTIC CONDUIT
1� H
STEAM
FILTER FABRIC
COMPACTED
SUB -GRADE
2" ASPHALT SURFACE COURSE
SUPERPAVE 8M 9.5A.
TACK COAT
J �r 3.5" ASPHALT BASE COURSE
SUPERPAVE BM 25.0.
8" AGGREGATE
i 'I I ' BASE COURSE
TYPICAL PARKING LOT
SECTION
NTS
oN
w
0 0
z
o
N N � N pO OU
z z a m u
w t
> w
Z
N ° < o i$
W
Z
Q
Z�
Z
O
Lu O
OL O
Z Q
OZ
Q tw— �
Q
IL
06
EL w 0 Z
ow=O
< c/) U
OZQLu
Z
OQ
o_ w
m
Q Q
Z
0
d
a
N Z
oz
O
N
i
w
w
<
0
Y
Q
N O00 _
O 0 Q N z
� N w
Z � O
Q
G
0
U
a
z
O r o
z m
O m w m m w
J Z Z L
� Q 0
N W <
J
Q
F-
ui
0�y
J `6
�cn
�w
W0
�Z
SHEET
2/9
*IF ROCK IS ENCOUNTERED WHEN
SETTING LINE POSTS, DRILL HOLES
4 INCHES LARGER IN DIAMETER
THAN POSTS AND BACKFILL TO
GRADE WITH CLASS "B" CONCRETE
Line Post*
(INTERMEDIATE)
"` — 12" DIA f __.._.._._
�16"DIA—
Brace Post
Chain Link Fence
No Scale
SWING GATE FENCE DETAIL
NOT TO SCALE
Terminal Post
(END, CORNER OR PULL)
01
;'E BAR. CONNECT
'OSTS WITH BRACE
D W/CUP.
RUSS ROD
PULL. END OR CORNER & ADJACENT LINE POST
NOT TO SCALE
FENCE NOTES:
1. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN
POSITION.
2. IF ROCK IS ENCOUNTERED WHEN SETTING LINE POSTS, DRILL
HOLES 4 INCHES LARGER IN DIAMETER THAN POSTS &
BACKFILL TO GRADE WITH CLASS "B" CONCRETE.
3. ARCHITECTURAL GRADE FENCING PER SPECIFICATIONS.
4. TOP RAIL SHALL BE INSTALLED ON ALL FENCING & GATES.
5. CONTRACTOR MUST VERIFY FENCE OPENING SIZE BEFORE
ORDERING GATES.
6. A CONCRETE ANCHORAGE SHALL BE USED FOR ALL TERMINAL
POSTS AND FOR LINE POSTS.
7. THE TOP OF THE CONCRETE ANCHORAGE SHALL BE CROWNED
1 IN. ABOVE THE NATURAL GROUND.
8. BLACK POLY -COATED FENCING, SEE SPECIFICATIONS.
Z
O
Q
::D
Z�
Z
O
Lu
�
0
Q
Z
Z
Q
O
z
Q
Ew-
Q
0:�
3:
>
L
o,=O
Q�F-
OZQLu
OQ
0
°6
w
Z
F_
0
F_
Z
U
2
w
m
Q
Q
w
a
0
o00
=
O
CD
Q
N
z
Cl)N
w
Z
�
O
Q
G
C
O
Y
U
a
C
N
Z
b
O
m
O
w
Z
m
H
m
0
N
J
F-
W
0
w 06
�C/)
W
w F-
w 0
�Z
SHEET
3/9
ROCK CHECK DAM
2 ACRES OR LESS OF DRAINAGE AREA:
FIL
(01
(DOWNSTREAM VIEW)
VDOT ,41
COARSE AGGREGATE
FLOW
2-10 ACRES OF DRAINAGE AREA:
�n
FILTER CLOTH
(OPTIONAL) -
(DOWNSTREAM VIEW)
VDOT #1
C8.ne5n annnnnamn
1.L.1Aa3 I nlFMAP
STONE CONSTRUCTION ENTRANCE
G GROUND
TO' MAN.
A
'IL7ER CLOTHE E' MINI A
SIDE ELEVATION
70' MIN.
B UASHRACK
COPTIONALS
L VDOT 41 I I POSITIVE DRAINAGE
COURSE AGGREGATE D TO SEDIMENT
TRAPPING DEVICE
MUST EMT;NO FULL WIDTH
OOF PERATIONS AND EGRESS PLAN VIEW
12' MILL.
SECTION A —A
PELNF UIeA1Y 4W+4Fel t! iiKa.r+ �.r-rm.�
ExISTINE
PAVEMENT
5;1
NOUN?
(OPTIONAL)
SECTION 13-8
TYPICAL ORIENTATION OF
TREA TMENT - 9
(SOIL STABILIZATION BLANKET)
cuv 1 nw
ON SHALL 0§Y SLOPES, STRIPS OF
NETTING PROTECTIVE COVERINGS
MAY BE APPLIED ACROSS
THE SLOPE.
.fa11A�11�71�,_ ,
II-11=11-11
1 : r J1�11=11=d-IiKll�'1
- III`-71=1[=IL�11�7�1--
- I-IIn�I-11�
ON SLOPES, APPLY
PROTECTNE COVERING PARALLEL
TO THE DIRECTION OF FLOW
AND ANCHOR SECURELY.
BRING MATERIAL DOYEN TO A LEVEL AREA BEFORE
TERMINATING THE INSTALLATION, TURN THE ENC
UNDER 4^ AND STAPLE AT If INTERVALS.
'12'
IN DITCHES, APPLY PROTECTIVE COvERINIG
PARALLEL TO THE DIRECTION OF FLOW.
USE CHECK SLOTS AS R€OUIR€D. ALTJID
JOINNG MATERIAL IN THE CENTER OF
THE DITCH IF AT ALL POSSIBLE.
CONSTRUCTION OF A .WILT FENCE
(WITHOUT WIRE .SUPPORT)
I. SET THE STAKES- 2. EXCAVATE A 4"X 4' TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MASt.
f
FLOIf -
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVAMN)
TYPICAL TREATMENT - 1
(SOIL STABILIZATION BLANKET)
INSTALLATION CRITERIA
TAMP FIRMLY
AN(; HOR SLOT
AN04OR SLOT
NOTE5
APPROXIMATELY 200 STAPLES REQUIRED
PER 100 S0. YDS. OF MATERIAL ROLL.
ANCHOR SLOTS, JUNCTION SLOTS 6t
CHECK SLOTS TO BE UURIED T TO 12'.
1T MAX. 4:1 OR FLATTER
G' MAX. STEEPER TFUN ♦:1 `I I� JUNCTION SLOT
EOCE AND END JOINTS I I I I I I
TO BE SNUDLY ABUTTED
CHECk SLOT ^
(JUTE MESH WILL HAVE I I
TERMINAL FOLD STAPLED LAP JOINT IN
LIEU OF EDGE JOINT) I
I I I
— LAP JOINT T MIN. I
(JUTE MESH ONLY I 1
5' MAX. 4E1 OR H
3` MAX. STEEPER THAN
4N 4'1 I I I I
6" TO I:
Tr I
I i t I I I
T 1 I I I
TAM CHECK SLOT
FIRMLY -al.—
6 To t i
"CHECK SLOT
{ I I I
--� 1- TO 2' I I
1 1 1 11 1�.I,����
VAT VAR. I
G^ TO s' MIN. PLAN VIEW
STAPLING DIAGRAM
STAPLE FORMED FROM NO.11 STEEL WIRE, CHECK SLOTS A7 MIN.
B' STAPLE MIN. LENGTH NO FOR S4NDY SOIL. C—C INTERVALS;
�rNOT _REO.'D_W NTH ALL
LIUNCTION SLOT TAMP
�. FIRMLY g. To i T
t�
TERMINAL FOLD
r TAMP FIRMLY
r 2"
TEMPORARY DIVERSION DIKE
Compacted Soil
T
18" min.
1 —Flow
4.5' min. +{
z
ZF
5
N
0
L_
U
O
W
ry
~
z
z
Q
0
af
Q
I—
�,zLu
_�^1
V
to
>
CL
�
0
QN�U
O
OQ
06
Lu
LL,
z
z
—>W
>
2
H
z
0
I
�
�
m
Q
Q
Z
0
a
N Z
�0
SQ
>
w
0
J
M
O
w
cQ
Z
O
Q
Q
U
>
0
12
D
N
2
0
Z
m
°
Z
m
C] m
W
W
cl�
Q
n Z >Z
LD >
0
vl
=
w
N
Ij
N Q
v W w
.V.
SHEET
4/9
d
SITE DATA
EXISTING/PROPOSED ZONING: RURAL AREAS DISTRICT
MAGISTERIAL: RIO DISTRICT
EXISTING/PROPOSED USE: PUBLIC WATER FACILITY
WATERSHED: POWELL CREEK
OVERLAY DISTRICTS: ENTRANCE CORRIDOR -AIRPORT IMPACT DISTRICT
BUILDING SQUARE FOOTAGE: PROPOSED WATER PUMP STATION - 1150SF
SETBACKS: 250' MINIMUM FRONTAGE ALONG EXISTING PUBLIC ROAD
150' MINIMUM FRONTAGE ALONG INTERNAL PUBLIC ROAD
OR PRIVATE ROAD
75' FRONT SETBACK
25' SIDE SETBACK
35' REAR SETBACK
FRONT SETBACK NOTE: FRONT SETBACK SHOWN IS 75' FROM EXISTING PROPERTY LINE
RUNNING ROUGHLY PARALLEL TO EXISTING BERKMAR DR RIGHT-OF-WAY. PROPOSED
BUILDING IS ALSO SET BACK AT LEAST 75' FROM THE ANTICIPATED VDOT RIGHT-OF-WAY
FOR BERKMAR DR.
I I I I I Iilllllllll I /'
I I I I I IIIIIIIIII I� //
IIIIIIIIII I
�� 1 IIIIIIIIII II /
I I I I III I IIII I ANTICIPATED VDOT
I I I I I I I I I I I I RIGHT-OF-WAY /
\'\I\1 IIIIIIIIIIIIIIIII /
I I ,
N� IIIIIIII1111�111 /
II�o�;lllllll1111111 //
jljl ICoI°�olllljjll�l
II II IIIII`°�`NIII1111 / / /
II I11��111111(D���1'Il
I I I I I I I I I I I I (o���
IIII IIIIIII1111°��� rry// /
II111j1111111111111 / /
III IIIIIIIIIIIIIII \\\\ _
III IIIIIIIIII II \ \ \
IIII1j1111111111111 \ \ \ \
II11111j1111111111 11 11 11 1 1 \\
j111�11j1111111111�11 II I \\
/////1111111111111 I I \
/r/ /lllllllll I I I I
/
/ 32-41 D2 \ 1
/ MICROAIRE HOLDING
COMPANY LLC \
(D.B. 5240, PG. 170)
ZONING: LIGHT INDUSTRY
\\`\ \ \� \ \� CONTROL POINT \�
�\ \ HYDRANT TOP NUTEL 616.83
\
zz
III11 1111 Ill�����
/ ! ITT l
II 1 I I I I I I I I \\\ t
32-41A3I \ 1 I I \ \ \ \ \ DAVID P. TURNER & THE I I I I I I I
Ilk
I I \ I\ I \ \ \ \ \ \ MARKET PLACE OF VIRGINIA LC I I I I I I I
I I 11 \\ I \\ \\ \\ \\ \\ 1 (D.B. 4151, PG. 310) I I I I I
ZONING: RURAL AREAS
629-
I II I I 1 I I
20 0 20 40
N N I I I I I I I I I I I I I I 1 1 scale 1 o feet
C14r1l 1b �, a � I I I I I I I I I I I I I f
N o I I I I I I I I
so o 0 0 I m h/ I I
1 /�C
I I I
I
I I I I I I I I I
32-41A1
/ LEASE AREA
CROWN COMMUNICATION INC
1 / (D.B. 4151, PG. 310) 1 I
ZONING: RURAL AREAS 1 I DEMOLISH
CONTROL POINT 1 1 \I 1 1 I I \ \ \ 1 I \ \ \ \ I
NAIL 1 1 I I I 1 1 1\ \ \ \ \ \
/ / i / / / / / / 1 1 / • I / EL = 608.53 I I I \ \ \ I \ \ \ \
ANTICIPATED VDOT GRADING// I J
EASEMENT (TYP) / ' X 1 1 I I 1 1 / 1 I I I ' I\ \\ I STORAGE MANAGEMENT I LLC I
(D.B. 1921, PG.423) I
\ZONING: HIGHWAY COMMERCIAL I
I I 1 1 I 1 I \ \ 11 \ I I
EXISTING J l 1 I 1 J I 1 J l I I I I I \ \ I I I I I
CELL TOWER
if
'Y1� � ho I I 1 11 CONTROL POINT
c
CONTROL POINT / I N h J O \\ I I I 1 I 1 NAIL I I I
NAIL EL = 599.30 I I I
EL = 625.58 32-41A2 I I I I I I I I 1 I I I
RIVANNA WATER AND SEWER I I I I I 11 I I I I I I1 I I
AUTHORITY / / / 1 I I I I
(D.B. 4912, PG. 328) POINT
ZONING_ : RURAL AREAS / / / ! 1 1 NAIL I I I ! I I I
EL=605.11
I I 1
\ CONTROL POINTNAIL
/' I/ / I� i / / l j 11 ► 1 I
II EL = 626.20 —�// / // CONTROL POINT
AIL
i Iit
\ i // EL = 613.14
UP
l l l l // I I I I I I 1 1
l / / // % / % % i !�, ^ I if
11
if 1/ l I l l ,' if �
/
I — I CLEAR & GRUBING LIMITS (TYP)
I 1 \\ APPROX. AREA= 47,700 SF / / / / / / / / / / ( / / / / // / / / EXISTING WOODED AREA J /
MIX OF DECIDUOUS &
EVERGREEN TREES
it / 1 J
JI
1if
'591
co ° I / / I I I 1 \ I
I " 1 \ \ I I I I 1 \ \ \ \ if
CONTROL POINT / I I I \ 1 \ I I / I / / / / /
NAIL /
s I I I I 1 I( EL=621.31 oti p� �9 '9 '� 'm `o `o rn� e� oow^ohv�/
/ corn coo coo con co co co co co o rn rn
\ 1 0 0 0 o rn
cc ADDITIONAL GRUBBING REQUIRED-------�/ // / // \ 1 I I I I 1 t
Q FOR GRADING / / / / / // // / / ADDITIONAL GRUBBING REQUIRED
REFOLIATE PER LANDSCAPE PLAN / / / / / / FOR GRADING
/ I REFOLIATE PER LANDSCAPE PLAN
32-41R / / I POST OFFICE LAND TRUST; / / / 1 \ I / / // /III 1 I I I I I / / / / / / 32-41 R
/ / / / / / / POST OFFICE LAND TRUST; /
CHARLES WM HURT &SHIRLEY CHARLES WM HURT & SHIRLEY /
I 1 / FISHER TRUSTEES FISHER TRUSTEES /
__/
(L I I 1 I 1 1\ \ \ \ \ // // // (D.B. 1661, PG. 116) i i �/� �i i ii'� /j j// '///////�--/ I / / (D.B. 1661, PG. 116)
CIOI I 1 1 \ \ \ I \ \\ �, / / /ZONING: PLANNED DEVELOPMENT ZONING: PLANNED DEVELOPMENT /
MIXED COMMERCIAL MIXED COMMERCIAL /
1\ \ \\ \ \ \ \ \ \ \ /
Z
L.L
O
Z
F-
Z
O
O
LLJ
O
Z
Q
O
D'
z
Q
Lu
~
c i
IL
ILLLu
o
Q
O
IL
°2S
ZQ
Z
Q
>
>-
=O
r
Z
U
Lu
J
�
w
Q
Q
Z
0
wz
�o
w
m
N
1
S
O00
ON
w
M
C
<
N
z
M
a
¢
d
o
12
a
a)
O
Z
m
o
Z
Co
m
J
Q
(] 'Z�nn >Z
L
h
L
=
w
N
W V>
N Q
�w�
�o�Noo
0
Q
z
OZ
og
OIL
Z
O
�z -
ww2
ww
o
SHEET
5/9
a
CONSTRUCTION SEQUENCE:
1. INSTALL GRAVEL CONSTRUCTION ENTRANCE.
2. CLEAR & GRUB TREES.
3. INSTALL SILT FENCING PRIOR TO GRADING ACTIVITIES.
4. CONSTRUCT BASIN.
5. ROUGH GRADE DRIVE AREA TO SUB -GRADE, AND GRADE BUILDING PAD AREA TO N \ \ I \ I I \ \ \ \ 1 \ 1 I I I I I I I I I I
SUB -GRADE. ° 1 \ 1 \ I \\ \ \ \ \ \ \ \ I I I I I I I I I I
6. CONSTRUCT PUMP STATION. I N
Ilk
7. ROUGH GRADE REMAINDER OF SITE. I I \ I I 1 \ \ \ \ \ 1 \ \ I I I I I I I I I I I I
8. INSTALL CHAIN LINK FENCE. I I 11 \ \ I \\\ \\ \\\ \\ \\ \ \1 \ \ 1 I II i i II i I ; i j I I
9. INSTALL PROPOSED UTILITIES. I I \ I \ \ \ \ I I I
10. INSTALL REQUIRED LANDSCAPING.
NOTE: BUILDING CONSTRUCTION, ROUGH GRADING, UTILITY INSTALLATION, CHAIN
LINK FENCE INSTALLATION AND LANDSCAPING MAY OCCUR CONCURRENTLY.
11. GRADE SITE TO FINAL ELEVATION AND RESTORE. FINAL GRADING AND �' // I _ —' J I I I I I I I I \ 1 \ \ I I I I I I I I I I I 20 0 20 40
RESTORATION MAY BE COMPLETED CONCURRENTLY WITH ROUGH GRADING
ACTIVITES. I I I I I I I I I I I I I I I I j l scale o feet
12. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES PER VDOT
SPECIFICATIONS. ALL DAMAGE TO SITE CAUSED BY SAID REMOVALS SHALL BE / // / /— _' �'' I I Co N° Co � I �, I I I I I I I I I I I
`o o0 0 ° ,r, I I I I I I
REPAIRED IN -KIND AND AT CONTRACTOR'S EXPENSE.
o o 0 o m I 1
EROSION CONTROL NOTE: // // /' I I I I I I o `0O co 00 o m (o my /
CONTRACTOR SHALL FOLLOW VDOT EROSION CONTROL SPECIFICATIONS, 1 // / PROPOSED LANDSCAPING I I I
ALBEMARLE COUNTY E & S CODES, AND THE VIRGINIA E & S CONTROL HANDBOOK AT / �' SEE SHEET 9 FOR DETAILS / / I I I I
ALL TIMES DURING CONSTRUCTION. / / �' I I I I I
�
GENERAL NOTES:
1. CONTRACTOR SHALL RESTORE BASIN AND OPEN SPACE DISTURBANCE PER
VDOT SPECIFICATIONS.
2. ALL DISTURBED OPEN SPACES SHALL BE RESTORED WITH EROSION CONTROL
MATTING PER VDOT SPECIFICATIONS.
3. CONTRACTOR MAY USE ALL OPEN SPACE FOR STAGING PURPOSES.
CONTRACTOR SHALL INSTALL ALL REQUIRED EROSION CONTROL PRACTICES PER
VDOT SPECIFICATIONS IN ALL ANY AREAS THAT REQUIRE ADDITIONAL GRADING i
NOT SHOWN PRIOR TO USE. / // / / I I / I I 1 I ANTICIPATED FUTURE I I I I I I I \
GROUND STORAGE I \ \ I\ 1 1 I I I 1\ \\ \\ \\ I
TANK (TYP) \ \ I \\ \ I I \ \
If 1 I / l I I I I \ I I I ► I \ \ I I I\\ 1 1 I \ \ \ \ I
ANTICIPATED FUTURE \ \ \
BIORETENTION BASIN \ \
ANTICIPATED VDOT GRADING / / ' / / / / / / / / I I\ I / 1 I I D I I I \ \ \ \ I
I I I I I I I I I I I / / I I l� ` I I I I I I I EXPANSION AREA \ 1
I I I I I I I I I I I I j / I /, EASEMENT (TYP) / x l 1 / I l 1 / 1 I I I YI / l / I I I I I I I % \ I \ \\ \\ \ I I
ANTICIPATED VDOT
\\ I\ II I I I I I I I I I RIGHT-OF-WAY ,
�I11111111111111111
logo
I I I I i I(Dalol
III IIIII10Qo
II III��IIIIII��'Lo � ' 23�
III 1 1 1 1 1 1 1 1�'�I I o ti/ eti16
II111j1111111111111 /�' ' �
III IIIIIIIIIIIIIII \\\\
III IIIIIIIIIIIIIII \\`��—� \ 1
III (IIIIIIIII II \ \ \
IIIIII1111111111111 \ \ \ � I
Iillllllllililiiiiililil 1 ► \\ `\ I
j111�ll�ll11111111�11 II I \\ `\
/////1111111111111 I I \
/r/ /lllllllll I I I II
EROSION CONTROL MAT (TYP)
6
\I
( I I I I 1 1 1 I I I\\ INSTALL GRAVEL TRACKING DRIVE
PER VDOT SPECIFICATIONS AT END
OF EXISTING ERKMAR DR PAVEMENT
----
I
W
Im
If
I
0 6 �y �o o I I I I 1 I I I I I I I
IN Co Co° o /p `� II 1 I I I I I I I I I
C,
' I I
SILT FENCE (TYP) % I 1 I 1 l I I/ 1/ I I I IT -1
�I I I I I I 1 I
._ -/ /' / / , / / I / l I I /1 j I II
C u'
N
A/ll, I 06
BIORETENTION
BASIN
I APPROXIMATE / �96 / I ,
SIZE & LOCATION ! y I 1
If
— — 20 I
rnc� I o cro a / / J / / / / / L/ _ J
/ I �5a /
c
130 LF GRAVEL BASINACCESS DRIVE t
\ I I I I I I / / / �/ /' / /
\ \ \ \ \ \ \ 1 PROPOSED LANDSCAPING / I I SEE SHEET 7 FOR , / / / / / / / / / / � —592`
\ \ \ \
\ \ \ \ \ �N SEE SHEET 9 FOR DETAILS DETAILS
\ \\ \\ \ \ �NC, 4�°
\ Nco
rn ° 1 INSTALL TEMPORARY GRAVEL WIDENING AREA FOR L 1 \ \ / / / / / / / h
\ \ I I°J`�s� si > �� \� \ I / "� I I
I — SEMI ACCESS DURING CONSTRUCTION (0 9 9 0 (p co o � 6 00 0^ co
I 1 1 GRAVEL TRACKING DRIVE ) \ 1 porn o (I rn � m / / I
ADDITIONAINSTALL L TEMPORARY EM ORARYGRADINGWILLBERIEQUIREEDS /�--�/ /// // j \\ \\ II 11 \I I I I i / % / / , ° I
I l l l 1 I 1 FOR INSTALLATION - 2.5:1 SIDE SLOPES WILL BE
I I I I ALLOWED IN THIS TEMPORARY GRADING AREA
11
/
II
/ ,
I
I
I i
I
D
I
/
i
EXISTING
CELL TOWER
/
/
I\
\ D
i
\s\<3 624 625
1_
�n
w
0
w �
N
N
Z
U �No �M 0
v N U
< Z a U
In w r
_w
>
z
O z J
m ¢ 0 3
Z
�
O
Z
F_
O
O
Lu
O
Z
Q
Oaf
z
Q
�
c�
tY
IL
C)
QNF-
D!f
OQ
IL>_
° 2 S
w
z
Z
tr
=
Z
O
U
I
2
w
Q
Q
Z
0
d
wz
�O
W
N
1
S
O00
N
w
Co
z
a
d
Of
o
12
a
a)
x
Oz
z
m
o
co
o m
J
�QwU_'
(] Z Z
L
W
n W
N o 0
J
O
z
O
W QJ
WO
W
`�;' w
SHEET
6/9
X
X
EXISTING
CELL TOWE
I
I
I
I
r
ANTICIPATED VDOT GRADING
EASEMENT (TYP) /
ANTICIPATED VDOT
RIGHT-OF-WAY
� I� 1
PROPOSED CHAIN LINK (TYP)
INSTALL FENCE ALONG FINAL CLEARING LIMITS
SEE SHEET 3 FOR FENCE DETAILS
i
PROPOSED CLEAR & GRUBBING LIMITS (TYP)
SEE SHEET 5 FOR CLEAR & GRUBBING DETAILS
R20.00
I r
GRADE SWALE TO DIRECT
DRAINAGE OFF DRIVE AND
TOWARD BERKMAR DR
13
x
A
19%
i
GRADE SWALE TO DIRECT
D DRAINAGE AROUND BUILDING
PAINTED "NO PARKING" AREA
20 oo' � k I
42.33'
PROPOSED ASPHALT (TYP)
SEE SHEET 2 FOR DETAILS
/
PROPOSED-'
PUMP
STATION
1,450 SF
FF EL = 624.5
Ili /
20.00'
/ 111 —j 19.33'
xC
`I
I \
I
I f\
I /
o
00 10 0 10 20
1 /
/ scale 5 feet
/ BASIN ACCESS DRIVE NOTES:
/ 1. CONTRACTOR TO GRADE 15' WIDE AREA
AND INSTALL 10' GRAVEL DRIVE IN
CENTER OF GRADED AREA.
ANTICIPATED FUTURE / 2. INSTALL PER GRAVEL ACCESS DRIVE
GROUND STORAGE TANK , SPECIFICATIONS.
3. ANTICIPATED GRADING LIMITS FOR
DRIVE INSTALLATION IS SHOWN.
/ HOWEVER, ADDITIONAL GRADING MAY BE
REQUIRED WHEN EXTENDING DRIVE
ENTIRE DISTANCE TO BASIN.
4. IF ADDITIONAL GRADING IS REQUIRED,
CONTRACTOR TO INSTALL ANY
/ ADDITIONAL EROSION CONTROL
MEASURES PER VDOT SPECIFICATIONS.
/ 5. PROPOSED GRAVEL DRIVE SLOPE
SHOWN AT 15-16%±. EXISTING SLOPES IN
PROPOSED GENERATOR IN THIS AREA VARY FROM 14-20%±
COVERED ENCLOSURE / 1
130 LF 10' WIDE BASIN
C GRAVEL ACCESS DRIVE
I PROPOSED WATER MAIN (TYP)
SEE SHEET 8 FOR DETAILS \\
P' ROPOSED LANDSCAPING \ \\ \ \
—15.00' SEE SHEET 9 FOR DETAILS \ \ \\1 \
PROPOSED 20' SWING GATE
\ \ \ \ \ \ SEE SHEET 3 FOR FENCE DETAILS
15 \ \\ \\ \\ \\ \\ \\ \� v N T
\ \ \ \ I \\ \\ \\ N 9
\ \ \ I \ [> \ \ I
I
PROPOSED SPOT
ELEVATION (TYP)
2ti ^ ��� s'� 6'
78\
I I \ I ► I I I I I l l / / l /
Q CONNECT PROPOSED
ACCESS DRIVE TO END OF
EXISTING BERKMAR DR
m_
-1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
\\
I
/
/
EXISTING SPOT
II ELEVATION (TYP) II
I 1 1
I
l 1 II I
I I I I
1 I I I
I I I
I i I
1
I I 1 I
I I 1 1
I 1 1 1
�
I
\
I
1
\
\
1
1
\
\
I
\
I
1
\
1
I
I
\
I
I
\
1
I
0
w
O o
w
o o m E 0
w t
> w
Z
m Oz Q 0 i$
W
Z
0
Q ::D
Z�
Z
0
�..0 �
0
C Z
Z Q
Oz
Q w E-
Q
IL
06
EL w 0 Z
o Lu
Q C/) U
0 Z Q Lu
Z
OQ 2
0- w
m
Q Q
z
0
U
oz
0
N
>
w
w
Q
O
Y
K
Q
N ' CD
00 O 0 Q N z
Cl)N w
Z � o
Q Q G
> -
0
Y
U
a
x
O
z r o
m
O m w U m w
w ] z Z L
w
N W <
z
a
w �
�C)
WX
N SHEET
7/9
a
1
1
I
3
1
-a
0Y
w
U)
O
O
m
w
0
LD
..
m \
o \ \
U \ \
j \ `
U \
o \
N
m
C
/
E
/
rya Yam% tir y �
ANTICIPATED VDOT GRADING /
ANTICIPATED VDOT EASEMENT (TYP) /
RIGHT-OF-WAY I
D
I I
I 1
I 1
I �
I \
\ 1
PROPOSED 16" VALVE & 10' STUB FOR
FUTURE ROAD EXTENSION TO NE
310± LF TO
BERKMAR DR/
LAUREL PARK LN
INTERSECTION
\
. i
ANTICIPATED VDOT GRADING
` EASEMENT(TYP) I
10 LF 16" D.I.P. WM
X
EXISTING
CELL TOWER
K1
/
CONNECT POWER TO
EXISTING UTILITIES AT CELL
TOWER SITE AS REQUIRED
7
119 LF 16" D.I.P. WM
140 LF 24" D.I.P.
16" WM OUT FROM PROPOSED
PUMP STATION
I
3 LF 16" D.I.P. WM
48 LF 16" D.I.P
i
1
---Q�n
10 0 10 20
scale 5 feet
UTILITY CONSTRUCTION NOTES:
1. CONTRACTOR SHALL VERIFY
CONNECTION LOCATIONS TO EXISTING
UTILITIES PRIOR TO CONSTRUCTION.
2. ALL PIPES SHALL HAVE 3' MIN. COVER.
3. PROPOSED BUILDING ROOF DRAINS
SHALL DAYLIGHT ONTO GRADE.
4. CONTRACTOR SHALL OBTAIN ALL
REQUIRED CONSTRUCTION PERMITS
PRIOR TO CONSTRUCTION.
1
ANTICIPATED FUTURE
I GROUND STORAGE TANK
1 /
I
� I
� / I
\ / I
12 LF 24" D.I.P. WM PROPOSED 24" VALVE & 10' STUB
II FOR CONNECTION TO FUTURE
1 WATER FACILITIES
- - �+- 10 LF 24" D.LP. WM�
-- XC 0
X
624�\\ XC
��>� 1\ 1 / X -
61 24" WM INTO PROPOSED \ qr r
\ \ \ \ \ 1 \ \\ \\ \\ PUMP STATION \ I
\\ \ \ \\ \ \\ \\ \ I
\ \ \ \ \ \ \ \ \ \ I
\ \ \ \ \ \ \\ \\ \\ \ \\ \ \ \\ \\ \ 161 \ \ I I
\ \ \ \ \ \ \ � N
N
\ \ \
I I I
cc
do
\ 1 I I I I ICO
/N O� oti^ / ��0 6'9 \s7(8\
Of
m
0
w
0 0
z
U S E
-o_
OU
w t
i w K
Z d
N Q G O i$
m H � 3
W
Z
Q �
Z�
Z
0
I..0 LL.
O
O Z
Z Q
O� z
Q tw—
�_
f—
IL
2°6>->-
IL Lu Z
w = O
Q � U
O<<Lu
Z
OQ
w
m
Q Q
z
0
d
U
oz
0
w
w
Q
O
Y
Q
N O00 _
O 0 Q N z
Cl) N =
Z O
Q Q G
> -
m o
Y
U
a
O r o
z CoO m w U m w
J ] Z Z L
wN�W<
��Noo
Z
w d
w J
SHEET
8/9
3
a
tY
w
U)
O
m
00
M
LO
a�
z
3
m
U
0
County of Albemarle
Conservation Plan Checklist - To be placed on Landscape Plans
(Handbook, pp III-284-111-297 for complete specifications)
1 following
s shall be shown on the plan:
El Treesto be saved;
❑ Limits of clearing (outside dripline of trees to be saved);
❑ Location and type of protective fencing, N
❑ Grade changes requiring tree wells or walls;
❑ Proposed trenching or tunneling beyond the limits of clearing. IC,
Ilk
2 ElAll tre s to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. I II \1 1 \ \ I 1\ \ \ \ \\\ \\ \\ \\ \\ \\ \\ \\ I I I I I I I I 1 I I
❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. / /I
3. Pre -Construction Conference:
❑ Tree preservation and protection measures shall be reviewed with the contractor on site.
_ J I I I I ) I 1 I 1 1 \ \ I I I I I I I I I I
4. Equipment Operation and Storage: 20 0 20 40 / / /' 3' I I
❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be f 62 I I I I I I I I I I I I I I I I I 1 I
saved. / / I �' / �' N scale 1 o feet
5. Soil Erosion and Stormwater Detention Devices: / -- -' I i
Elo Iro I I I i I I i I I i I I l
Such devices shall not adversely affect trees to be saved. / / / /' I I I I li o / ' a o
(P6. Fires: 10.0' coc01
'D 0 El Fires
0 o rn�
Fires are not permitted within 100 feet of the dripline of trees to be saved. / I I I I I rD coCC?rn 0, my /
7. Toxic Materials:
❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
'
8. Protective Fencing: I I 20.0' UNDISTRUBED LANDSCAPE BUFFER(TYP)
I I I I I
❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. / / / / / / \ I\ I I 10.0' (TYP)
9.Tree Wells: ' _---'/ RED PINE
❑ 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: /
6'-7'-B&B
TYPICAL
❑ 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 // / / / I \ I I lII
for approval. / / / , / / I I , / I I I ANTICIPATED FUTURE I I I I I I I I I I \ \ I I
1t. Trenching and Tunneling: / / / / 1 I / / / / / ,I -� �� I I GROUND STORAGE 1 \ \ I\ 1 1 I I I 1\ \\ \\ \\ I
❑ 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
TANK(TYP)\ 1 I
large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. \ 1 I 1 \ \ I \ \ \ \ I
12. Cleanup:
❑ Protective fencing shall be the last items removed during the final cleanup.
13. Damaged Trees:
❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. X
NOTE: IT IS THE DEVELOPER'S RESPONSHIH ITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
EXISTING
/ CELL TOWER / / 1 I
OWNER SIGNATURE (DATE)
CONTRACT PURCHASER SIGNATURE (DATE)
GENERAL NOTES:
1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE
ENTRANCE CORRIDOR SHALL BE ELIMINATED. l6 23,�
2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE I /'
ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE I /
HEIGHT; THE TOPPING OF TRESS IS PROHIBITED.
SHRUBS AND TRESS SHALL BE PRUNED MINIMALLY AND \ I I
ONLY TO SUPPORT THE OVERALL HEALTH OF THE I I
PLANT. \ I 1
TREE CANOPY: \
EXISTING TREE CANOPY 94% (1.54 AC) \ I
PROPOSED TREE CANOPY 65% (1.00 AC)
PRE -CONSTRUCTION NOTES: \\ I I
1. TREE PROTECTION ZONES SHALL BE ESTABLISHED TO MINIMIZE \ \ I \
SOIL COMPACTION, AND ROOT STEM & BRANCH DAMAGE \ \ I 1
DURING CONSTRUCTION.
2. PLASTIC FENCING MEETING THE REQUIREMENTS OUTLINED IN \ \ I
CHAPTER 3.38 OF THE VIRGINIA EROSION AND SEDIMENT \ \
CONTROL HANDBOOK TO DEFINE THE TREE PROTECTION ZONE I I \
AND LIMIT ACCESS.
' 3. INSTALL TREE PROTECTION FENCING ALONG PROPOSED CHAIN
LINK FENCE ALIGNMENT, FOLLOWING CLEARING & GRUBBING
ACTIVITIES, AND ALONG INTERNAL CLEARING & GRUBBING
LIMITS. I
-4. PRIOR TO GRADING, TREE FENCING SHALL BE INSPECTED AND I I
APPROVED BY A COUNTY INSPECTOR.
.CONSTRUCTION NOTES:
1 I
1.
TREE PROTECTION ZONES SHALL BE INSPECTED AND
\ \ I
MAINTAINED ON A DAILY BASIS.
\ \
• 2.
NO CONSTRUCTION EQUIPMENT, SUPPLIES OR DEBRIS SHALL
BE ALLOWED IN TREE PROTECTION ZONES.
3.
GRADE CHANGES AROUND TREES SHALL BE AVOIDED. IF THE
\\
'
GROUND LEVEL MUST BE RAISED OR LOWERED WITHIN THE
DRIPLINE OF A TREE, A CONSTRUCTION DETAIL FOR A TREE
- -
WELL OR TREE WALL MUST BE SUBMITTED TO THE COUNTY FOR
\
APPROVAL.
_,
4.
DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY
PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED
'
BY A TREE SPECIALIST.
�5.
REMOVE AND REPLACE TREE PROTECTION FENCING WITH
y
PROPOSED CHAIN LINK FENCING, WHEN ABLE. PROPOSED
CHAIN LINK FENCING SHALL SERVE AS TREE PROTECTION
FENCING FOR REMAINDER OF PROJECT, FOLLOWING REMOVAL
OF TREE PROTECTION FENCING.
-POST CONSTRUCTION NOTES: /
J. REMAINING TREE PROTECTION FENCING SHALL BE REMOVED. /
II \ \
0
Q
IL
LU
m
YN
o', Y Y Y Y YWh
\ I ANTICIPATED VDOT GRADING
\ EASEMENT (TYP)
\ ANTICIPATED VDOT
RIGHT-OF-WAY
co o I I I I 1 1 I I I j I
cc QD
20.0' UNDISTRUBED LANDSCAPE BUFFER (TYP) I
x // // / //' / / 7\ , // /r I 11 + I J I I I 11 I II I I I I I
%
IN / / �l / l l l ��l Il \ , /.I /l 1 I I I I 1 0
CO /� / / / / / \ I I BIORETENTION h J 1 1 1 1
��
BASIN
APPROXIMATE
SIZE & LOCATION
j
\ \ \ \ \ \\ \\ \ I 20.0' UNDISTRUBED LANDSCAPE BUFFER (TYP)
\ \ \ \\I\\ \\ \\ \\ \\ \ \ \ \
I I I I I 1 I // / // // / ////
1 591
CO
I I I I
�<n/ lnhco 40
(0 COn, ' , oo
w :
� �m�� n
/,
11
I I _ /
20.0' UNDISTRUBED LANDSCAPE BUFFER (TYP)
I /
�M I-
(V
10.0 P)
5.0' (TYP)--OLY
W
n
w
N
N
Z
U �No �M 0
N h N U
o w r_w
>
Z
o <
m ¢ 0 3
Z
O
Z
F_
OU
ED
0
O
Z
Z
Q
O
D'
Z
Q
LU
~
>
IL
<
IL
o�=O
Q
OZQLuu
OQ
o_
06
LU
Z
>LU
>-
r
Z
U
OL,
Dc
m
Q
Q
N
1
S
O00
w
co
�
N
Z
M
Q
c
j
c
12
U
-6
a)
z
m
o
Z
co
o m
W
v
¢WC7�
L] Z Z
L
Z
IL
w
IL
w0
wZ
W
SHEET
9/9