HomeMy WebLinkAboutSDP201800076 Letter of Revision 2020-03-25COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832
March 25, 2020
Timothy Miller
440 Premier Circle, Ste. 200
Charlottesville, VA 22901
RE: LOR # 1 for SDP201800076; Earlysville Business Park
Tax Map/Parcel Number 03100-00-00-021AO
Dear Mr. Miller,
Fax (434) 972-4126
This letter is in response to the attached Letter of Revision Request dated February 20, 2020. The Department of
Community Development hereby grants approval of this LOR for the following modifications to SDP2018-76,
depicted on the modified site plan and described below:
1. Revise curb returns at entrance to parking lot for existing buildings
2. Revise stormwater conveyance channels from concrete to sod
This change is noted in the attached request and plan. This is the first Letter of Revision for this site. A total of three
LORs may be requested after which any further changes to the plan will require submission in the form of a site plan
amendment application.
Sincerely,
4
Jeff P. Baker
Senior Planner
Attachments: Letter of Request & Application
Site Plan
;. J
Engineering • Surveying • Planning
February, 20, 2020
Chris Perez
Senior Planner
401 McIntire Road
Charlottesville, VA 22902
RE: FIRST LETTER OF REVISION FOR
SDP 2018-00076 .M:INOR SITE PLAN AMENDMENT FOR
EARLYSVILLE BUSINESS PARK
Dear Chris;
MERIDIAN
PI ANNINC; t: i our, LLC
440 Premier Circle, Suite 200
Charlotte ville, VA 22901
Phone: 434.882.0121
ivtv%v. rnerid ian vvbe. com
Attached are four copies of the Letter of Revision for Earlysville .Business Park; and the Application for
Letter of .Revision. The approved plan that this change applies to is titled `Minor Site plan Amendment .for
Earlvsville Business Park' SDP2018-00076.
The purpose of this revision are as follows:
1. Revise curb returns at entrance to parking lot for existing building.
2. Revise stormwater conveyance channels from concrete to sod.
Please let me know if you have any questions or need additional information.
Sincerely,
Timothy Miller, P.E., L.S.
Principal
Application for
Letter of Revision
M Letter of Revision = $108
This application may require additional review by the Fire Marshal. Fees in addition to those shown on this
application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is
available from the Fire Marshal.
Final Site Plan Name and Number: SDP 201800076 Minor Site Plan Amendment for Earlvsville Business Park
Contact (who should we contact about this project) Timothy Miller.
Street Address 440 Premier Circle, Ste 200
Cit, Charlottesville State VA
Zip Code 22901
Phone Number• 434-882-0121
Email tmiller@meridianwbe.com
Owner of Record4F, LLC
Street :Address 2885 Earlysville Road
C:it,. Earlysville State VA
Zip (:ode 22936
Phone Number
Email
Applicant Same as Owner
Street Address
Cit", State
Zip Code
Phone Number
Email
SLBMITTAL REQUIREMENTS:
® The appropriate fee.
W 'llie site plan number that the cliange applies to,
10 ?. request letter describing the proposed changes from the owner or authorized agent.
W 4 copies of die plan that shows the proposed changes,
Changes must be shown on the sheet or sheets from the approved final site Ulan, or on an 1 I":k 17' copy of that portion of the approved
final site plan.
Owner/Applicant Must Read and Sign
I hereby certify that the intonnation provided on this application and acconipanyin'a information is accurate, true and correct to dte best
of my knowledge and belief.
020
Signature o Owne agent Date
Print Name Da—yinue phone number of Signatory
FOR OFFICE USE ONLY L,OR # 1
Pee Amount S-�-Et.- � Data Paid xcho2 Re zipt � i'k.: 13y: !/y
Countv of Albemarle
Department of Community Development
401 McIntire Road Charlottesville., VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126
REVISED 41/23/2018 Page 1 of 1
Shoulder
Where applicable
APPROVED
by he Albemarle County
Commuf4y De�t Department
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= 0.56 Acres I j I I j / /' Ex$I t&Gees - ---------
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1
STORMWATER CONVEYANCE CHANNELS
SCC
W
D
STATION
LINER
1
10
1.0
0+00 to 1+43
Sod
2
10
2.0
0+00 to 0+59
Sod
LD-268 Roadside Ditch Calculation
Earlysville Buisiness Park
CA
Tc
12
Q2
Additional
Flows
Total
2-Year Flow
110
Q10
Additional
Flows
Total
10-Year Flow
STA I STA
DA
C
Inc
I Acc
Lining
SCC 1
0
1+43
0.65
0.50
0.34
0.34
5.0
5.5
1.86
0.00
1.86
7.07
2A0
0.00
2.40
Sod
SCC 2
0 1 0+59
0.56
0.75
0.42
0.42
5.0 15.5
12.30
1
0.00 1
2.30 17.07
12.97
1
0.00 1
2.97
Sod
r•G -- �-----------------
I - ------
® L _
4 -000sw�, 0
- - - - - - - - - -
Exist Trees -_-- _--� - SCC-1 I
- - A=0.68 Acres �
Tc = 5.0 min
--- C=0.50 -
- - - ExiTrees
__ L------- - (To emain'
.01
STORM CONVEYANCE CHANNEL CALCULATIONS
SCALE:1 "=60'
\' w Q o J
Exist Trees � \ -� LJ
o W w
(To RieitnolQ�
SHEET NO.
- C�420
60' 0 60' 120' 180'
SCALE: 1 "=60' SHEET 6 of 15
Channel Report
Hydraflow Express Extension for Autodesk0 AutoCAD® Civil Me) by Autodesk. Inc.
SCC-1 2 yr
Triangular
Side Slopes (z:1)
= 5.00, 5.00
Total Depth (ft)
= 1.00
Invert Elev (ft)
= 100.00
Slope (%)
= 25.00
N-Value
= 0.060
Calculations
Compute by:
Known Q
Known Q (cfs)
= 1.86
Elev (ft)
102.00
101.50
101.00
100.50
100.00
Section
Highlighted
Depth (ft)
Q (cfs)
Area (sqft)
Velocity (ft/s)
Wetted Perim (ft)
Crit Depth, Yc (ft)
Top Width (ft)
E G L (ft)
Wednesday, Jan 22 2020
= 0.33
= 1.860
= 0.54
= 3.42
= 3.37
= 0.39
= 3.30
= 0.51
Depth (ft)
2.00
1.50
we
0.50
MM
99.50 ' 1 1 1 1 1 I 1 1 1 1 1 -0.50
0 1 2 3 4 5 6 7 8 9 10 11 12
Reach (ft)
Channel Report
Hydra flow Express Extension for AutodeskO AutoCADO Civil 3DO by Autodesk, Inc.
SCC-1 10 yr
Triangular
Side Slopes (z:1)
= 5.00, 5.00
Total Depth (ft)
= 1.00
Invert Elev (ft)
= 100.00
Slope (%)
= 25.00
N-Value
= 0.060
Calculations
Compute by:
Known Q
Known Q (cfs)
= 2.40
Elev (ft)
102.00
101.50
100.50
fililiX1111
Section
Highlighted
Depth (ft)
Q (cfs)
Area (sqft)
Velocity (fUs)
Wetted Perim (ft)
Crit Depth, Yc (ft)
Top Width (ft)
EGL (ft)
Wednesday, Jan 22 2020
= 0.36
= 2.400
= 0.65
= 3.70
= 3.67
= 0.43
= 3.60
= 0.57
Depth (ft)
2.00
1.50
1.00
0.50
011
99.50 1 ' 1 I I I I I I I I 1 1 -0.50
0 1 2 3 4 5 6 7 8 9 10 11 12
Reach (ft)
Channel Report
Hydraflow Express Extension for AutodeskO AutoCADO Civil 3DO by Autodesk, Inc.
SCC-2 2 yr
Triangular
Side Slopes (z:1)
= 2.50, 2.50
Total Depth (ft)
= 1.00
Invert Elev (ft)
= 100.00
Slope (%)
= 30.00
N-Value
= 0.060
Calculations
Compute by:
Known Q
Known Q (cfs)
= 2.30
Elev (ft)
102.00
101.50
1 11
100.50
11 1I11
99.50
0
1 2
Section
3
Reach (ft)
Highlighted
Depth (ft)
Q (cfs)
Area (sgft)
Velocity (ft/s)
Wetted Perim (ft)
Crit Depth, Yc (ft)
Top Width (ft)
E G L (ft)
4 5
0
Wednesday, Jan 22 2020
= 0.45
= 2.300
= 0.51
= 4.54
= 2.42
= 0.56
= 2.25
= 0.77
Depth (ft)
2.00
1.50
0.50
1 11
Channel Report
Hydraflow Express Extension for Autodesk® AUtoCADO Civil 3DO by Autodesk, Inc.
SCC-2 10 yr
Triangular
Side Slopes (z:1)
= 2.50, 2.50
Total Depth (ft)
= 1.00
Invert Elev (ft)
= 100.00
Slope (%)
= 30.00
N-Value
= 0.060
Calculations
Compute by:
Known Q
Known Q (cfs)
= 2.97
Elev (ft)
102.00
101.50
100.50
U11 M
99.50
0
1
VA
Section
3 4
Reach (ft)
Wednesday, Jan 22 2020
Highlighted
Depth (ft)
= 0.49
Q (cfs)
= 2.970
Area (sgft)
= 0.60
Velocity (fUs)
= 4.95
Wetted Perim (ft)
= 2.64
Crit Depth, Yc (ft)
= 0.62
Top Width (ft)
= 2.45
EGL (ft)
= 0.87
5 6
Depth (ft)
2.00
1.50
M11
=19
w il,
-0.50
7