HomeMy WebLinkAbout36-19 Site PlanSHEET INDEX
Frederick County, VA
Golden Corral
Shawnee District120 Costello Drive
LEGEND
ABBREVIATIONS
C1 COVER
C2 EXISTING CONDITIONS & DEMOLITION
C3 LIFE SAFETY PLAN
C4 LAYOUT & UTILITY PLAN
C5 GRADING & EROSION CONTROL PLAN
C6 EROSION CONTROL NOTES
C7 DETAILS I
C8 DETAILS II
C9 DETAILS III
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44190028.00
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REVISIONS
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DESIGNED BY
DRAWN BY
www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
11-22-2019
128 West Market Street
Suite 103
Harrisonburg, VA 22801
540.433.1908
APPROVAL
GENERAL NOTES
PROJECT NARRATIVE
VICINITY MAP
UTILITY PROVIDERS
1" ~ 1,000'
RESPONSIBLE LAND DISTURBER
SP# 36-19
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www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
128 West Market Street
Suite 103
Harrisonburg, VA 22801
540.433.1908
11-22-2019
LEGEND:
= TO BE REMOVED
LEGEND
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Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
128 West Market Street
Suite 103
Harrisonburg, VA 22801
540.433.1908
11-22-2019
LEGEND
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www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
11-22-2019
128 West Market Street
Suite 103
Harrisonburg, VA 22801
540.433.1908
⅝”¾”¾””””
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www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
11-22-2019
128 West Market Street
Suite 103
Harrisonburg, VA 22801
540.433.1908
ESC KEY
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44190028.00
11-08-2019
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11-22-2019
PROJECT NO.
REVISIONS
SCALE
DATE
CHECKED BY
DESIGNED BY
DRAWN BY
www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
11-22-2019
128 West Market Street
Suite 103
Harrisonburg, VA 22801
540.433.1908
Erosion Control Narrative
1.PROJECT DESCRIPTION:
The owner is proposing a 10,402 square foot restaurant building and associated parking on an
existing developed lot. The existing site area is 2.01 ac, the proposed limits of disturbance is 0.64
acres.
2.EXISTING SITE CONDITIONS:
The existing site is comprised of a paved lot with a restaurant building. The existing stormwater runoff
is discharged as sheet flow and is generally conveyed from east to west across the lot to an existing
storm sewer system. Existing slopes are flat to moderately sloped.
3.ADJACENT AREAS:
The property is bordered to the north and west by public R-O-W. It is bordered to the east and south
by B-2 zoned land.
4.OFF-SITE AREAS:
If an off-site borrow or waste site is needed, it shall be a permitted erosion control site.
5.SOILS:
Soils within the project area consist of the following:
3B: Blairton silt loam, 2 to 7% slopes
Typical Profile - 0 to 9 inches of silt loam, 9 to 30 inches of channery silty clay loam, 30 to 36
inches of very channery silt loam, 36 to 40 inches of bedrock
Depth to Bedrock - 20-40"
Depth to Water Table - about 6-24"
Erodibility factor (k) - Severe (0.42)
Permeability - Very low to moderately high (0.00 to 0.57 in/hr)
Water Capacity - Low (about 4.8 inches)
6.CRITICAL AREAS:
N/A
7.EROSION AND SEDIMENT CONTROL MEASURES:
Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall
be constructed and maintained according to minimum standards and specifications of the Virginia
Erosion & Sediment Control Handbook (VESCH). The minimum standards of the VESCH shall be
adhered to unless otherwise waived or approved by a variance. The following measures are
proposed:
3.01 - Safety Fence
A protective barrier installed to prevent access to an erosion control measure.
3.02 - Temporary Construction Entrance
A stone pad, located at points of vehicular ingress and egress on a construction site, to reduce the
soil transported onto public roads and other paved areas. Temporary construction entrance(s) shall
be installed as indicated on the plans.
3.07 - Storm Drain Inlet Protection
To prevent sediment from entering storm drainage systems prior to permanent stabilization of the
disturbed area.
3.32 - Permanent Seeding
Establishment of perennial vegetative cover by planting seed on rough-grade areas that will not be
at final grade for over a year. Permanent seeding shall be as follows:
General Slope (3:1 or flatter)lbs. per ac.
kentucky 31 fescue 128
red top grass 2
seasonal nurse crop (table below)20
Total =150
Low Maint. Slope (3:1 or steeper)lbs. per ac.
kentucky 31 fescue 108
red top grass 2
seasonal nurse crop (table below)20
crownvetch 20
Total =150
Seasonal Nurse Crop:
Date Species
Mar. 1 - May 15 annual rye
May 16 - Aug. 15 foxtail millet
Aug. 16 - Oct. 31 annual rye
Nov. 1 - Feb. 29 winter rye
3.35 - Mulching
Application of plant residues or other suitable material to disturbed areas to prevent erosion and
reduce overland flow velocities. Fosters plant growth and provides insulation from heat and cold.
Applied to seeded areas or disturbed areas that cannot be seeded due to the season.
8.PERMANENT STABILIZATION:
All areas disturbed by construction shall be stabilized with permanent seeding and/or sodding
immediately following finish grading in accordance with the plans. Seeding shall be done according
to VESCH Standards & Specifications 3.32. Erosion control blankets will be installed over fill slopes
2H:1V or steeper which have been brought to final grade and have been seeded to protect the slopes
from rill and gully erosion and to allow seed to germinate properly. Cut slopes of 3H:1V or steeper
shall have surface roughening performed according to VESCH Standards & Specifications 3.29,
Surface Roughening. Mulch (straw or fiber) will be used on relatively flat areas. In all seeding
operations, seed, fertilizer and lime (if required per soils report) will be applied prior to mulching.
9.STORMWATER MANAGEMENT:
The limits of disturbance is less than 1 acre; therefore, the project is excluded from stormwater
quantity and quality.
10.MAINTENANCE:
3.01- Safety Fence
a. Safety fence shall be checked regularly for weather-related or other damage. Any necessary
repairs must be made immediately.
b. Care should be taken to secure all access points (gates) at the end of each working day. All
locking devices must be repaired or replaced as necessary.
3.02 - Temporary Construction Entrance
The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto
public rights-of-way. This may require periodic top dressing with additional stone or the washing
and reworking of existing stone as conditions demand and repair and/or cleanout of any structures
used to trap sediment. All materials spilled, dropped, washed or traced from vehicles onto
roadways or into storm drains must be removed immediately. The use of water trucks to remove
materials dropped, washed, or tracked onto roadways will not be permitted under any
circumstances.
3.07 - Storm Drain Inlet Protection
a. The structure shall be inspected after each rain and repairs made as needed.
b. Sediment shall be removed and the trap restored to its original dimensions when the
sediment has accumulated to one half the design depth of the trap. Removed sediment shall
be deposited in a suitable area and in such a manner that it will not erode.
c. Structures shall be removed and the area stabilized when the remaining drainage area has
been properly stabilized
3.32 - Permanent Seeding
In general, a stand of vegetation cannot be determined to be fully established until it has been
maintained for one full year after planting.
Irrigation: New seedings should be supplied with adequate moisture. Supply water as needed,
especially late in the season, in abnormally hot or dry weather, or on adverse sites. Water
application rates should be controlled to prevent excessive runoff. Inadequate amounts of water
may be more harmful than no water.
Re-seeding: Inspect seeded areas for failure and make necessary repairs and re-seedings within
the same season, if possible.
a. If vegetative cover is inadequate to prevent rill erosion, over-seed and fertilize in accordance
with soil test results.
b. If a stand has less than 40% cover, re-evaluate choice of plant materials and quantities of
lime and fertilizer. The soil must be tested to determine if acidity or nutrient imbalances are
responsible. Re-establish the stand following seedbed preparation and seeding
recommendations.
Fertilization: Cool season grasses should begin to be fertilized 90 days after planting to ensure
proper stand and density. Warm season fertilization should begin at 30 days after planting. Apply
maintenance levels of fertilizer as determined by soil test. In the absence of a soil test, fertilization
should be as follows:
Cool Season Grasses: 4 lbs. Nitrogen (N), 1 lb. Phosphorus (P), 2 lbs. Potash (K) per 1000 ft.² per
year
75% of the total requirements should be applied between Sept. 1 and Dec. 31st. The balance
should be applied during the remainder of the year. More than 1 lb. of soluble nitrogen per 1000 ft.²
should not be applied at any one time.
3.35 - Mulching
All mulches and soil coverings should be inspected periodically (particularly after rainstorms) to
check for erosion. Where erosion is observed in mulched areas, additional mulch should be
applied. Nets and mats should be inspected after rainstorms for dislocation or failure. If washouts
or breakage occur, re-install netting or matting as necessary after repairing damage to the slope or
ditch. Inspections should take place up until grasses are firmly established. Where mulch is used in
conjunction with ornamental plantings, inspect periodically throughout the year to determine if mulch
is maintaining coverage of the soil surface; repair as needed. Application rate = 2 tons per acre. All
mulching shall be anchored in place.
11.MANAGEMENT STRATEGIES
A. Construction will be sequenced so that grading operations can begin and end as quickly as
possible.
B. Sediment trapping measures will be installed as a first step in grading and will be seeded and
mulched immediately following installation.
C. Temporary seeding or other stabilization will follow immediately after grading. Stabilization for all
critical areas will consist of EC-2 lining.
D.Areas which are not to be disturbed will be clearly marked by flags, signs, etc.
E.The job superintendent shall be responsible for the installation and maintenance of all erosion and
sediment control practices.
F.After achieving adequate stabilization, the temporary erosion controls will be cleaned up and
removed.
12.CONSTRUCTION NARRATIVE
See sheet C5.
13.GENERAL NOTES
A. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices
will be constructed and maintained according to minimum standards and specifications of the
Virginia Erosion and Sediment Control Handbook (VESCH) and Virginia Regulations 4VAC50-30
Erosion and Sediment Control Regulations.
B.The locality shall be notified one week prior to the pre-construction conference, one week prior to
the commencement of land disturbing activity, and one week prior to final inspection.
C.All erosion and sediment control measures will be constructed prior to or as the first step in
clearing and grading.
D. A copy of the approved erosion and sediment control plan shall be maintained on the site at all
times.
E.Prior to commencing land disturbing activities in areas other than indicated on these plans
(including, but not limited to, off-site borrow or waste areas), the Contractor shall submit a
supplementary erosion control plan to the Owner for review and approval by the plan approving
authority.
F. The Contractor is responsible for installation of any additional erosion control measures necessary
to prevent erosion and sedimentation as determined by the locality.
G. All disturbed areas are to drain to approved sediment control measures at all times during land
disturbing activities and during site development until final stabilization is achieved.
H. During de-watering operations, water will be pumped into an approved filtering device.
I. The Contractor shall inspect all erosion control measures periodically and after each run-off
producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the
erosion control devices shall be made immediately.
J.The locality shall make a continuing review and evaluation of the effectiveness of the erosion
control program. The approved erosion and sediment control plan may be amended by the
approving authority if on-site inspection indicates that the approved control measures are not
effective in controlling erosion and sedimentation or if because of changed circumstances, the
approved plan cannot be carried out.
K.Properties and right-of-way adjoining the site shall be kept clean of mud or silt carried from the site
by vehicular traffic or runoff.
L. All construction traffic shall enter and exit the site via the construction entrance.
M. All pavement areas shall be stabilized with base stone within 30 days of final grading.
N. Contractor shall locate and verify the location of all utilities prior to beginning construction.
O. The Contractor shall notify "Miss Utility" before beginning any excavation or utility work (811).
9VAC25-840-40 MINIMUM STANDARDS
A VESCP must be consistent with the following criteria, techniques and methods:
1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil
stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant (undisturbed) for longer than 14 days.
Permanent stabilization shall be applied to areas that are to be left dormant for more than one year.
2. During construction of the project, soil stock piles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary
protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site.
3.A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established
until a ground cover is achieved that, in the opinion of the local program administrator or his designated agent, is uniform, mature enough to survive and will inhibit
erosion.
4.Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land-disturbing
activity and shall be made functional before upslope land disturbance takes place.
5.Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation.
6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by trap or basin.
a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three
acres.
b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. the
minimum storage capacity of a sediment basin shall be 134 cubic years per acre of drainage area. the outfall system shall, at a minimum, maintain the structural
integrity of the basin during a twenty-five year storm of 24-hour duration. runoff coefficients used in runoff calculations shall correspond to a bare earth condition or
those conditions expected to exist while the sediment basin is utilized.
7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of
permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected.
8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure.
9.Whenever water seeps from a slope face, adequate drainage or other protection shall be provided.
10. All storm sewer inlets that are made operable during construction shall be protected so that sediment-laden water cannot enter the conveyance system without first
being filtered or otherwise treated to remove sediment.
11. Before newly constructed stormwater conveyance channels are made operational, adequate outlet protection and any required temporary or permanent channel lining
shall be installed in both the conveyance channel and receiving channel.
12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the
greatest extent possible during construction. Nonerodible material shall be used for construction of causeways and cofferdams. Earthen fill may be used for these
structures if armored by nonerodible cover materials.
13.When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary stream crossing constructed of nonerodible
material shall be provided.
14.All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met.
15.The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed.
16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria:
a. No more than 500 linear feet of trench may be opened at one time.
b. Excavated material shall be placed on the uphill side of trenches.
c.Effluent from dewatering operations shall be filtered or passed through an approved sediment-trapping device, or both, and discharged in a manner that does not
adversely affect flowing streams or off-site property.
d.Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization.
e.Re-stabilization shall be accomplished in accordance with these regulations.
f.Applicable safety regulations shall be complied with.
17.Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the
paved surface. Where sediment is transported onto a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed
from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this
manner. This provision shall apply to individual subdivision lots as well as to larger land-disturbing activities.
18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer
needed, unless otherwise authorized by the VESCP authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures
shall be permanently stabilized to prevent further erosion and sedimentation.
19.Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity
and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria. Stream restoration
and relocation projects that incorporate natural channel design concepts are not man-made channels and shall be exempt from any flow rate capacity and velocity
requirements for natural or man-made channels:
a.Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm
sewer system. for those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be
performed.
b. Adequacy of all channels and pipes shall be verified in the following manner:
1.1. The applicant shall demonstrate that the total drainage are to the point of analysis within the channel is one hundred times greater than the contributing drainage
area of the project in question; or
1.2.
(a)Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed
or banks; and
(b)All previously constructed man-made channels shall be analyzed by the use of a ten-year storm to verify that stormwater will not overtop its banks and by the
use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and
(c) Pipes and storm sewer systems shall be analyzed by the use of a ten-year storm to verify that stormwater will be contained within the pipe or system.
c. If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall:
1.1.Improve the channel to a condition where a ten-year storm will not overtop the banks and a two-year storm will not cause erosion to the channel bed or banks; or
1.2.Improve the pipe or pipe system to a condition where the ten-year storm is contained with the appurtenances; or
1.3.Develop a site design that will not cause the pre-development peak runoff rate from a two-year storm to increase when runoff outfalls into a natural channel or will
not cause the development peak runoff rate from a ten-year storm to increase when runoff outfalls into a man-made channel; or
1.4.Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCP authority to prevent downstream
erosion.
d. The applicant shall provide evidence of permission to make the improvements.
e.All hydrologic analysts shall be based on the existing watershed characteristics and the ultimate development of the subject project.
f.If the applicant chooses an option that includes stormwater detention he shall obtain approval from the VESCP of a plan for maintenance of the detention facilities.
the plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance.
g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall of all detention facilities as necessary
to provide a stabilized transition from the facility to the receiving channel.
h. All on-site channels must be verified to be adequate.
i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe
system, or to a detention facility.
j. In applying these stormwater runoff criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be separate
development project. instead, the development, as a whole, shall be considered to be a single development project. hydrologic parameters that reflect the ultimate
development condition shall be used in all engineering calculations.
k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of
rivers, streams and other waters of the state.
l.Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any flow rate capacity and velocity requirements for natural or
man-made channels shall satisfy the flow rate capacity and velocity requirements for natural or man-made channels if the practices are designed to (i) detain the
water quality volume and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected rainfall resulting from the one year, 24-hour storm;
and (iii) reduce the allowable peak flow rate resulting from the 1.5, 2, and 10-year, 24-hour storms to a level that is less than or equal to the peak flow rate from the
site assuming it was in a good forested condition, achieved through multiplication of the forested peak flow rate by a reduction factor that is equal to the runoff
volume from the site when it was in a good forested condition divided by the runoff volume from the site in its proposed condition, and shall be exempt from any flow
rate capacity and velocity requirements for natural or man-made channels as defined in any regulations promulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of
the Act.
m. For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied
by compliance with water quantity requirements in the Stormwater Management Act (§ 62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations,
unless such land-disturbing activities are in accordance with 9VAC25-870-48 of the Virginia Stormwater Management Program (VSMP) Regulation or are exempt
pursuant to subdivision C 7 of § 62.1-44.15:34 of the Act.
n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of the Virginia Stormwater Management Program (VSMP) Regulation shall be
deemed to satisfy the requirements of this subdivision 19.
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44190028.00
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DESIGNED BY
DRAWN BY
www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
11-22-2019
128 West Market Street
Suite 103
Harrisonburg, VA 22801
540.433.1908
HANDICAP PARKING SIGN - DETAIL
RESERVED
PARKING
VAN
ACCESSIBLE
PENALTY
$100 OFFENSE
SUBSEQUENT OFFENSES
$100 MIN. AND/OR
UP TO 90 DAYS
COMMUNITY SERVICE
TOW-AWAY ZONE
CG-2 CURB DETAIL CG-6 (WET) DETAILFIRE LANE
PAVEMENT MARKINGSFIRE LANE PARKING SIGNS
CONCRETE PAVEMENT SECTION
SIDEWALK TURNDOWN SIDEWALK
TKP
WSM
WSM
08-30-2019
AS SHOWN
Go
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n
C
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-
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44190028.00
11-08-2019
11-19-2019
11-22-2019
PROJECT NO.
REVISIONS
SCALE
DATE
CHECKED BY
DESIGNED BY
DRAWN BY
www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
11-22-2019
128 West Market Street
Suite 103
Harrisonburg, VA 22801
540.433.1908
TKP
WSM
WSM
08-30-2019
AS SHOWN
Go
l
d
e
n
C
o
r
r
a
l
-
W
i
n
c
h
e
s
t
e
r
De
t
a
i
l
s
I
I
I
Sh
a
w
n
e
e
D
i
s
t
r
i
c
t
Fr
e
d
e
r
i
c
k
C
o
u
n
t
y
C9
44190028.00
11-08-2019
11-19-2019
11-22-2019
PROJECT NO.
REVISIONS
SCALE
DATE
CHECKED BY
DESIGNED BY
DRAWN BY
www.balzer.cc
Roanoke / Richmond
New River Valley / Staunton
Harrisonburg / Lynchburg
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
11-22-2019
128 West Market Street
Suite 103
Harrisonburg, VA 22801
540.433.1908