HomeMy WebLinkAbout15-01 Northwestern Workshop - Stonewall - BackfileSITE PLAN CHECKLIST
The checklist below indicates all the information that needs to be submitted as part of the site plan
application. All required information must be submitted prior to the final approval of any site plan. The
Department of Planning and Development will review the application to ensure that it is complete. If
any portion is not included or complete, the site plan application will not be accepted and returned to
the applicant(s).
Site Plan Package
1. One set of approved comment sheets are required from the following review
agencies prior to final site plan approval. It is recommended that applicants contact
the Department of Planning and Development to determine which review agencies
are relevant to their site plan application.
Virginia Department of Transportation (VDOT) 6l� S/6 County Health Department
Frederick County Sanitation Authority
Department of Planning and Development
Inspections Department
Frederick County Engineer (Public Works)
Frederick County Fire Marshal
Department of Parks and Recreation
2. One copy of the Site Plan application
3. Five Copies of the Final Site Plan for approval
4. One reproducible copy of the Site Plan (if required)
5. A 35mm slide of the Site Plan (if required)
City of Winchester
Town of Stephens City
Town of Middletown
Airport Authority
Soil & Water Conservation District
Request for Street Name
H.,
Date;
V
SITE PLAN TRACKING SHEET
File opened
Reference Manual updated/number assigned
D-base updated
File given to Renee' to update Application Action Summary
CLOSE OUT FILE;
Approval (or denial) letter mailed to applicant/copy made for file
File stamped "approved", "denied" or "withdrawn"
Reference Manual updated
D-base updated
File given to Renee' for final update to Application Action Summary
U \Carol\Common\Sitc Plan Tracking wpd
Revised 03/06/01
12
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Site Plan Information Checklist
The following information must be included on your site plan. If your site plan is incomplete or
is missing information, it will not be reviewed and returned to you for revisions.
Administrative Information
Y N
1. Name of proposed development. .—P�uooi-t=A
2. Name, address, and phone number of owner.
3. Name, address, and phone number of developer.
4. Name, address, and phone number of designer.
5. Certificate of surveyor, engineer, or architect-J•
c/ 6. Date plan prepared and date of revisions.
✓/,� 7. A listing of all conditions placed on the site as a result of a
�li v conditional use permit or conditional zoning approval.
`J,, �;5f°� A space labeled "Approved by the Zoning Administrator" for the
1c%
r 3 L�
zapproval signature and date of approval.
Sdc•��+Y
9. A description of setbacks or conditions placed on the site as a
result of a variance approval. (Reference the variance
application number.)
General Site Information
Y N
10. Location map (scale 1:20010) Veld
11. Magisterial District
12. Scale of site plan (not to exceed 1:50)
V 13. North Arrow
14. Zoning of site
15. Use, zoning, and Property Identification Number (PIN#) of all
adjoining properties. This includes properties located across right-
9
of -ways, streams, and railroad tracks.
16.
Surveyed boundaries for all lots and parcels.
General Site (con't)
Y N
17.
Acreage of all lots included in the plan.
V18.
The location and dimensions of all required setbacks and yard
areas.
C /
64�,,��,�
AllU�
19.
The location and type of all dwelling units.
20.
Location and description of all recreation facilities.
21.
Location of sidewalks and pedestrian ways.
22.
Location and area of common open space.
23. The location, height, and dimensions of all signs.
24. Location height, andspecifications of outdoor lighting fixtures.
25. Location and nature of outdoor storage areas.
26. Location of outdoor trash receptacles and dimensions of structure
(fencing, etc.) required to enclose receptacles.
Buildina Information
Y N
27. The height of all buildings and structures.
8. Location of all buildings, structures and uses. ,
29. The proposed use of each building, structure and area.
f30. Ground floor area and total floor area of all buildings with FAR
calculations for commercial and industrial zoning districts.
Roads
Y N
Wd 31. Name and number of existing and planned streets on and adjoining
the site.
32. Location of existing and planned streets on and adjoining the site.
33. Posted speed limit of existing adjacent roads. 41ct("L/ Me-Y S<-y.e
34. Location and dimensions of all proposed entrances from public
U�
right-of-ways.
m
35. Location of all entrances on adjoining roads within 200 feet of the
proposed or existing entrance.
36. Dimensions, boundaries, width, pavement, and construction of
planned roads.
Utilities
Y N
37. Location of all utilities, including sewer and water lines with the size
of lines, mains, and laterals.
38. Location and width of all easements, including access, utility, and
drainage easements.
39. Location and nature of fire lanes, fire hydrants, and all other
facilities necessary to meet Fire Code requirements.
Parking
Y N
40. Calculations describing the required number of parking and loading
spaces.
jC 41. Location and dimensions of all parking and loading spaces,
/ driveways, parking aisles, curbing and other features to be used.
42. Location and dimension of all disabled parking spaces and
Natural Features
Y N
ramps.
43. Existing and finished contour lines.
44. Location of steep slopes, woodlands, floodplains, wetlands,
sinkholes, and other environmental features.
45. Location of streams and drainage ways.
Landscaping
Y
N
da-
46. Landscaping plan descr Bing oca on an types of plants to be
used. fo c� S�/r3 if C f/r
47. Location of required buffers and screening with cross sections or
Erosion and Sediment Control
V"S 48
49
profiles.
A stormwater management plan with run off calculations and
location and description of facilities to be used.
Soil erosion and sedimentation control plan describing the location
and methods to be used to minimize erosion and sedimentation
during development.
12
1
{ ��C�NJ' U � M H O 0 � Dv H H,
151 Windy I lill I anc
\Vinchctitri, Virginia 22602
I
June g, 2001
Frederick County Department of Planning and Development
107 North Kent Street
Winchester, Virginia 22601-5000
A"IT: Jeremy Camp, Planner II
RE: Northwestern Workshop — Warehouse Site Plan
Dear Jeremy:
Please accept this response to your comment letter dated May 9, 2001.
1. The site plan has been subtitled "Warehouse and Office Addition" for clarification.
2. We checked the vicinity map scale. I" = 2000' is correct.
3. The dumpster pad has been located on the plans.
4. No outdoor storage areas are proposed for this plan. A note to this effect was added to the cover
sheet.
5. The proposed truck court will serve the clock doors. We added the clock doors for clarification.
6. No signs are proposed for this plan. A note to this effect was added to the cover sheet.
7. The height of all buildings was added to the plans.
S. The use of all buildings was added to the plans.
9. The F.A.R. calculations were done correctly. We incorrectly labeled the calculation. The label
has been revised.
M. We are in the process of getting the casement plat recorded and will forward a copy to you when
available.
11. "Maximum Safe Speed" is the posted maximum safe speed in the curve on Fort Collier Road.
This item is added to the site plan to meet VDOT requirements.
12. Fire lane signs and hydrants have been added to the plans. The Dire Marshal has approved the
revised plan. A copy of the approval will be forwarded to you.
13. The parking spaces have been revised.
14. We moved handicap spaces to the new warehouse.
15. A note has been added indicating that the existing vegetation will be maintained to provide a full
screen.
16. Sugar maples have been replaced with red maples. The red maple is recommended for
streetscapes.
We will forward all Agency approvals when available. I'lcase contact me if you require further information
to approve this plan.
Sincerely,
Greenway Engineering
Jason J. "1 somas, P.E.
IN
file42l27/JJT/dls 1?11ginccrs Sill vcyolS
'Icicphonc 5.10-602-4185 FAX 5•10-72 9528
COUNTY of ;C REDERICK
Department of Public Works
540/665-5643
FAX: 540/678-0682
May 23, 2001
Mr. Jason J. Thomas, P.E.
Greenway Engineering
151 Windy Hill Lane
Winchester, Virginia 22602
Re: Site Plan Comments - Northwestern Workshop Addition
Frederick County, Virginia
Dear Jason:
Upon review of the subject site plan, we offer the following comments:
l . Provide an as -built survey of the area downstream of culvert number one and calculations
indicating if an adequate channel exists in accordance with Minimum Standard 19 of the
Virginia Erosion and Sediment Control law. Also, provide the calculations for the
stormwater pond at Hampton Chase verifying your assumption concerning run-off.
2. Provide a wash rack with the proposed construction entrance.
3. Provide the calculations for the design of the sediment trap and provide a grading plan to
ensure that the sediment trap is constructed properly.
4. The silt fence detail needs to be changed to indicate that wire support shall be required.
Another option is using a diversion berm with a rock check dam outlet.
5. Specify the dimensions of the outlet protection.
6. The seeding schedule on sheet 4 of 5 is not practical. Sercia lespedeza is not typically
specified for general seeding. Provide an a nurse seed crop such as rye or German millet
for seeding during the summer months.
7. Provide a -note indicating that the contractor shall control dust on -site in accordance with
Virginia Erosion and Sediment Control Handbook (vesch) standard 3.39.
8. Provide a detail for the culvert inlet protection. We are requiring the use of the rock check
dam option specified in vesch standard 3.08.
107 North Kent Street - Winchester, Virginia 22601-5000
Northwestern Workshop Addition
May 23, 2001
Page 2
9. Provide a note on the plan indicating that prior to commencing site grading work, a land
disturbance permit shall be obtained from the Frederick County Public Works department.
Also, an on -site pre -construction meeting will be required with our staff at this time.
Once these comments are addressed, submit two (2) copies of the site plan for further
review. If you have any questions, do not hesitate to contact me
Sincerely,
oe C. Wilder
Engineering Technician
cc: file
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GREENWAY ENGINEERING
%47 151 Windy Hill Lane
Winchester, Virginia 22602
Fvunded in 1971
T R A N S M I T T A L
Project Name:
Pile No.:
Datc:
Northwestern Workshop
2127
June 8, 2001
To: Frederick Co Planning
Attn: Jeremy Camp
Copied:
From: Jason Thoinas/ds
GREENWAY ENGINEERING
Phone: 540-662-4185
Fax: 540-722-9528
Remarks: ri Urgent 1 For Your Review rJ As You Requested r Please Comment
Message:
Jeremy,
Attached are the following for the above project:
-1 copy of the site plan
-Response letter to Planning comments
Call with any concerns.
RECEIVE®
,JUN 0 8 2001
DEPT, OF PLANNING/DEVELOPMENT
I7nginecrs Surveyors
Telephone 540-662-4185 FAX .540-722-9528
,c)reciiway@visualliiilc.com visuallinlc.com
COUNTY of Y+ REDERICK
Department of Planning and Development
540/665-5651
FAX: 540/ 665-6395
May 9, 2001
Mr. Jason Thomas, P.E.
Greenway Engineering
151 Windy Hill Lane
Winchester, Virginia 22602
RE: Review Comments, Northwestern Workshop; Site Development Plan #15-01,
Property Identification Number 54-A-81D
Dear Jason:
Thank you for your recent submission of the site development plan for a warehouse and office addition at
the above referenced property. Unfortunately, there are several errors and problems with the site plan you
submitted. The following 16 comments should correlate with the red markings on the enclosed copy of the
site plan. Please address each of these comments in a revised site plan.
Review Comments
1) Staff requests that you add a subtitle to the site plan that identifies the project. For example, a more
preferred title would be as follows: Northwestern Workshop: proposed warehouse and office
addition.
2) Please recheck the scale of the provided location map. It appears to be a greater scale than 1:2000.
Furthermore, please eliminate the two dots in the center of the location map.
3) Please provide the location of all outdoor trash receptacles. Furthermore, please provide a concrete
dumpster pad, fence, and gate for all dumpsters.
tl) Please show the location of all outdoor storage areas. If no such areas are proposed, please provide
a statement to that effect.
1.Z5) Please clarify what the proposed concrete truck court will be used for. The Zoning Ordinance does
not permit storage in temporary trailers.
6) Please show the location of all proposed signs. If no sign is proposed, please provide a statement
to that effect.
7) Please provide the height of all buildings and structures.
8) Please provide the use of all buildings and structures.
107 North Kent Street • Winchester, Virginia 22601-5000
Page 2
Mr. Jason Thomas, P.E.
Re: Site Development Plan #15-01; Northwestern Workshop
May 9, 2001
9) Please correct your F.A.R. calculations and provide the total floor area and the total ground floor
area. F.A.R. is calculated by dividing the total floor area by the total lot area. It is not calculated
by dividing the total proposed building area by the total lot area you provided.
10) Please provide a recorded plat that shows an access easement for the entrance you are proposing to
share with the adjoining property.
11) Please explain what "Maximum Safe Speed" means, and how it is different from the posted speed
limit.
12) Please provide the location of all fire lanes, fire hydrants, and all other facilities necessary to meet
Fire Code requirements.
,13) All parking spaces are required to be at least 180 square feet in area. Please correct the site plan so
all proposed parking spaces meet this requirement.
,,14) Staff recommends that you provide better access for the disabled by establishing a handicap space
in the rear parking lot. However, the proposed plan does meet the Zoning Ordinance's minimum
standard.
15) Please provide a statement on the site plan to the effect that, the brush area in the southern corner
of the lot will be maintained to provide a full screen.
16) Sugar Maples are a deep rooted tree that normally require a large area to grow. Their roots can also
severely damage paved areas if planted too close. Staff recommends changing the species of tree
to something with a less troublesome root base where area is a limiting factor.
After you have revised the site plan, please resubmit one copy so that I may verify the information contained
on the plan. I will need all approved review agency comment sheets and at least five copies of the final plan
for approval. Comment sheets are required from the following agencies: the Frederick County Inspections
Department, the Frederick County Engineer (Public Works), the Frederick County Fire Marshal, the Virginia
Department of Transportation, and the Frederick County Sanitation Authority.
Do not hesitate to contact me if you have any questions or concerns regarding this letter.
Sincerely,
�'' .vim, �v ��r��Z-✓
Jeremy Franklin Camp, Planner II
JFC/bah
Enclosure
U: UeremylSite Plan Reriew12001WIV ff'orkslmplSP1115-OlReviewl.apd
COMMONWEALTH of VIRGINIA
CHARLES D. NOTTINGHAM
COMMISSIONER
Mr. Jason J. Thomas, P.E.
C/O Greenway Engineering
151 Windy Hill Lane
Winchester, VA 22602
DEPARTMENT OF TRANSPORTATION
EDINBURG RESIDENCY
14031 OLD VALLEY PIKE
EDINBURG. VA 22824
June 25, 2001
Ref: Northwestern Workshop
Route 1322, Fort Collier Road
Frederick County
Dear Mr. Thomas:
JERRY A. COPP
RESIDENT ENGINEER
TELE(540)984.5600
FAX (540) 984-5607
We have received your revised site plan dated 05/30/01 (received 06/22/01) for the
referenced project. It appears all of our earlier review comments have been
satisfactorily addressed. Please advise the owner of our approval. Also please
provide six (6) sets of approved construction plans with signed seal for VDOT
distribution.
The appropriate land use permit may now be applied for to cover work within the
Route 1322 right-of-way. The permit is issued by this office and will require a minimum
processing fee, surety bond coverage, and the salary & expenses of a State assigned
Inspector. A copy of any/all recorded plats of dedication for drainage easements or
additional right-of-way required for implementation of this proposed project should be
provided to VDOT prior to issuance of any land use permits. Dedication should be
made to the Commonwealth of Virginia.
Once satisfactory application has been made, a permit will normally take approximately
thirty days to process and issue. Should you have any questions, do not hesitate to
call. _
For
Barry J. Sweitzer, Trans. Roadway EngTneer
: Steven A. Melnikoff, Transportation Engineer
BJS/rf
Enclosure
xc: Mr. Dave Heironimus, Mr. Evan Wyatt
RECEIVED
JUN 2 6 2001
DEPT, OF PLANNING/DEVELOPMENT
WE KEEP VIRGINIA MOVING
0
Request for Site Plan Comments
Virginia Department of Transportation
Mail to:
Virginia Department of Transportation
Attn: Resident Engineer
14031 Old Valley Pike
Edinburg, Virginia 22824
(540) 984-5600
Hand deliver to:
Virginia Department of Transportation
1550 Commerce Street
Winchester, VA
(540) 722-3460
Please fill out the information as accurately as possible in order to assist the Virginia Department
of Transportation with their review.. Please attach five (5) copies of the site plan with traffic
generation data and drainage calculations with this sheet.
Applicant's Name:
Address:
Phone Number:
Name of development and/or description of the request: 77-ky('S7F—en )
(�J�►2-,�5 l-lC�r� ���-/�l � �l �17 /77ait �
Location of property: 2; 5E (-T74 rI ELD A -ye .
Virginia Department of Transportation's Comments:
The application for site plan for this property appears to have some measurable
impact on Route 1322, Independence Drive) the VDOT facility which would provide
access to the property. If any work is performed on the State's right-of-way,
a land use permit will need to be applied for and issued to cover said work. The
T -.. _.. ..:::. t t a c h e d
14
r
COMMONWEALTH of VIR QIN IA
CHARLES D. NOTTINGHAM
COMMISSIONER
Mr. Jason J. Thomas, P.E.
C/O Greenway Engineering
151 Windy Hill Lane
Winchester, VA 22602
DEPARTMENT OF TRANSPORTATION
EDINBURG RESIDENCY
14031 OLD VALLEY PIKE
EDINBURG, VA 22824
May 21, 2001
Ref: Northwestern Workshop
Route 1322, Fort Collier Road
Frederick County
Dear Jason:
JERRY A. COPP
RESIDENT ENGINEER
TELE (5,10) 9&1-5600
FAX(510)981-5607
A VDOT review has been completed on the revised site plan dated 04/30/01 (received
05/18/01) for the referenced project. Several VDOT concerns addressed in our review
letter dated 04/27/01 appear to have been omitted on the revised plan.
Our comments are as follows and are shown in red on the plan sheets.
Plan Sheet 2 of 5
1. A standard 12'x48' VDOT taper should be provided on the north side of the
entrance. Erosion control should be placed at CG-6 end at 12' offset point,
asphalt tied to back of curb.
2. The north arrow and adjoining property owner and land use should be restored
on plan sheet.
3. The Arch Culvert dimension should be posted as 21"x15" (span x height) unless
in rare condition of installing culvert vertical. Appropriate ES's should be
provided on extended ends of culvert or Special Design #2045 may be used.
Sheet 3 of 5
• See comments 1 & 3.
MAY 2 3 2001
WE KEEP VIRGINIA MOVING
DEPT. OF PLAN NI\IC'DEVELOP MENT
Mr. Jason Thomas • •
Ref Northwestern Workshop
May 21, 2001
Page #2
Sheet 5 of 5
4. A recommended pavement structure for portion of entrance within right-of-way
and to radius termini could be:
1 1/2" SM-12.5
2" IM-19.0
3" BM-25.0
8" 21-B Aggregate
5. The current VDOT Standard CG-12A; 12B or 12C should be selected for
consideration of VDOT Inspector/Engineer.
Whenever all the above comments have been addressed, please provide one set of
revised plans for VDOT review.
Should you have any questions, do not hesitate to call me at (540) 984-5631.
Since ,
Barry . Sweitzer
Trans. Roadway Engineer
For: Steven A. Melnikoff
Transportation Engineer
BJS/rf
Enclosures
xc: Mr. Dave Heironimus
Mr. Evan Wyatt
E
3
4
SITE PLAN APPLICATION
Project Title: (,�(or, l I ujcsregA U-be-m-%o
Location of Property
Z?) S (✓1l^EA
I-LD
ye
(street address)
\J6
2Z(o0 Z
Property Owner: I�JO�TE4cc>�5"j F.f2l�� ty0►2KSf ��
Address: AZR SMIT4C-(ieQ AVE
ic)1r.kt—��STE�, VA ZZ�bZ
Telephone: 150 — 0%% - 050
Applicant/Agent
Address «( Wlu )z (+(l - LA&)r-
Ly I OC L+CSTD2 \ A I-L-Z6,O2
Telephone: C540 _ co (o Z 4-18 5 -
5. Designer: _ �P i�1UJ 1W E&Y--,I �J C F-c, J
Address:
Telephone: S6r 4 E -
Contact: ..j /A
r
6. Is this an original or revised site plan?
7a. Total acreage of parcel to be developed:
7b. Total acreage of parcel:
8. -- Property Information:
a) Property Identification Number:
b) Current Zoning:
c) Present Use:
d) Proposed Use:
e) Adjoining Property Use(s)
f) Adjoining Property Identification Number(s)
g) Magisterial District(s)
Original Revised
54-(A) - 8l
M1
M4�,IoFA(2;('UP.tN(z/pFF(cE -
MAOQFACTQKJN& /oP4--rcr_
54-A�q3) 64- 4 -4- , 64 -A --7 54a-?3
have read the material included in this package and understand what is required by the
Frederick County Planning Department. I also understand that all required material will be
complete prior to the'submission of my site plan.
Signature:
Dater
�) At ,k ni ng Prorrij �Ses
�) TD -t�s
S4-A-3(,,F) S4--A-3(,,()
STORMWATER MANAGEMENT ANALYSIS
NORTHWESTERN WORKSHOP
FREDERICK COUNTY, VIRGINIA
April 6, 2001
GREENWAY ENGINEERING
STORMWATER MANAGEMENT ANALYSIS
NORTHWESTERN WORKSHOP
April 6, 2001
Description:
A 12,000 s.f. warehouse has been proposed for the Northwestern Workshop site in
Frederick County, Virginia. The project consists of a warehouse, truck court, associated
parking, stormwater controls, utility extensions, and new entrance onto Fort Collier Road
(to be shared with the adjacent Frederick County School facility). The project site is
located adjacent to the existing facility.
Existing Conditions
The project site is currently vacant and covered with grass. Soils belong to the Frederick-
Poplimento loams (16B and 16C), which have a hydrologic soil group B. The site drains
to the stormwater management pond at Hampton Chase via the roadside ditch along Fort
Collier Road.
Storm Structure Sizing
All storm structures on site were sized to pass a 10-year storm. Calculations are provided
in Attachment A.
Stormwater Management Quantity Control
A regional stormwater detention pond was sized to handle off -site drainage from the site,
up to 50% open space, based on a stormwater management plan (revised March 6, 1992)
prepared by Gilbert W. Clifford & Associates. The regional detention pond at Hampton
Chase was originally sized to provide detention of the post -development 10-year storm to
below the pre -development 2-year storm rate. The pond intercepted the entire 22-acre
off -site drainage area. A C-value of 0.55 was assigned to this drainage area, which
equates to about 50% open space. The proposed layout has an open space of 56%.
Therefore, the proposed improvements do not increase the amount of impervious area
used to size the Hampton Chase Pond.
9 0
ATTACHMENT A
NORTHWESTERN WORKSHOP
Storm Sewer Sizing Calculations
CHART
10
180
10,000
168
8,000
EXAMPLE
(1) (2)
(3)
156
6 000
D•42 Inches (3,5 feet)
6
— 6.
`l
5
144
5,000 0.120 cfs
�
d
�
4,000
hi * Mw
. 6
5.
132
D feet
4.
I'
120
(2) 2.1 7.4
Q
�
2,000
(3) 2.2 7.7
4'
3
108
>l
AD in feet
3
Z
96
1,000
3'
800
_
64
600
500
/
72
400
/
2.
=
300
/
1.5
1.5
z
to
/
Z
60
200
w
1.5
_
Z
/
W
0
54
Q
a
/ W
100
Z
48
/
80
J
/
Q
2
a
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/
42
0
60
W
1.0
1.0
0
-
50 HW ENTRANCE
I.0
Ir
40
SCALE
p TYPE
z
W
W
►—
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36
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(I) 54aer• Nye with
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.9
9
a
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headwallGrooveO
.9
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headw•II
8
,8
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8
27
pro)ectl
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.T
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Tom stele (2) or (3) pre)oct
21
5
6rl:ontallr to scale (1).then
4
us• straight Inclined Ilne throagh
_
D and 0 scales, or reverse as
6
3
illustrated.
6
.6
18
2
15
5
.5
.5
1.0
12
HEADWATER DEPTH
FOR
CONCRETE
PIPE
CULVERTS
HEADWATER
SCALES 2a3
REVISED MAY 1964 WITH
INLET CONTROL
BUREAU
OF PU.LIC
ROADS JAN. 1943
181
it/OiGT�1.l,.JES��iLti.l !.-�ati�.s�JoP •
10------ - .-
9 --'--- - ,--� - «,
3 I -�---rr-+-� ,� / A.
/ I , I
2 - --_ t __ -� r •.
/I I
i
1 I i I
0.8
0.6
0.3 CURB
0.4 ilk
w
C2 Z� 0.3 Q 0 1
--1
0.2 �O I A : CLEAR OPENING AREA
P:2W+L (WITH CURB)
I
P = 2(W + L) (WITHOUT CURB)
I
I
0.1
I 2 3 4 S 8 10 20 30 40 SO 60 80 100
� Y
auHAROE a IFT 3/31
CHART 14 Grate inlet capacity in sump conditions.
STD YJ S
S 77C
4-60
Rev 6-85
NORTHWESTERN WORKSHOP
PROPOSED SWALE CALCULATIONS
SWALE A
Area (ac)
2.26
C-value
0.9
I, 2-yr (in/hr)
5.3
I, 10-yr (in/hr)
6.8
Q(2)cfs
10.77
Q(10)cfs
13.81
Ditch Type
V
Invert In
703.2
Invert Out
700.0
Length(ft)
300
Channel Slope(%)
1.07%
Width(ft)
0
SS (x:1)
3
Manning's n
0.04
Flow Area (sqft)
4.18
Wetted Perimeter (ft)
7.46
Trial Q (cfs)
10.9
Trial Depth (ft)
1.18
2-Yr Velocity (fps) 2.61
10-Year Depth (ft) 1.30
DITCH
Inlets.xls
4/10/01
STORM SEWER DESIGN COMPUTATIONS
n(i41_C) rppi = n M3
FROM
POINT
TO
POINT
D.A.
D.A.
(acres)
RUNOFF
COEF. (C)
CA
INLET Tc
(MIN)
1
(IN/I-IR)
Q (10)
(CFS)
INV. IN
INV. OUT
LENGTH
(F1)
SLOPE
(FT/FT)
HEIGHT, B
(IN)
WIDTH, W
(IN)
DES. CAP.
(CFS)
VEL
(FT/SEC)
FLOW
TIME (MIN)
NOTES
Cap. Chk
INCR.
ACCUM.
1
2
D
0.82
0.55
0.45
0.45
5.0
6.8
3.05
702.40
700.50
80
0.024
15
15
9.97
8.13
0.2
HI-OcPP
o.k
3
4
B
0.18
0.90
0.90
0.90
5.0
6.8
6.12
703.60
703.20
50
0.008
18
18
9.41
5.33
0.2
MoUP
o.k
5
6
C
0.74
0.90
0.67
0.67
5.0
6.8
4.55
710.30
710.00
52
0.006
15
15
4.92
4.01
0.2
MaCPP
a.k
INLET NO.
TYPE
RIM
1
ES
-
2
ES
-
3
ES
-
4
DI-1
705.6
5
ES
-
6
DI-1
712.3
LD-229
Inlets.xls
4/10/01
Request For Site Plan Comments
Department of Planning and Development
Mail to:
Hand deliver to:
Department of Planning and Development
107 N. Kent Street
Attn: County Planner
Fourth Floor
107_.North Kent Street
Winchester, VA
Winchester, VA 22601
(540) 665-5651
(540) 665-5651
Please fill out the information as accurately as possible in order to assist the agency with their
review. Please attach two (2) copies of the site plan with this sheet.
Applicant's Name: G(Zeco J
Address: (GI U)oj l:)�4 FI-(LL- LrlW ,
U-)IIjr,Nr"s-r" 2, VA 7? it,oZ
Phone Number: `54-0-VoZ- AIPZ
Name of development and/or description of the request: I�D�Ti FW�s T,e,J Wo2�s� IoP
BUIL-ht,)Cz Ado MorL�
Location of property: GZ8 Stit ("r- c 6-LD AU(c .
Planning and Development's Comments:
M
LJ
i
1JN GREENWAY ENGINEERING
%47 151 Windy Hill Lane
Winchester, Virginia 22602
Fvundcd in 19T1
T R A N S M I T T A L
Project Name: Northwestern Workshop
File No.: 2127
Date: Anril 13, 2001
To: Frederick Co Planning From: Jason Thomas/ds
Attn: Jeremy Camp GREENWAY ENGINEERING
Phone: 540-662-4185
Fax: 540-722-9528
Copied:
Remarks: r Urgent r; For Your Review r As You Requested ❑ Please Comment
Message:
Jeremy,
Attached are the following for the above site plan:
A copy of the stormwater management analysis
-Site plan application
-Application fee check
-2 copies of the site plan
Call with any concerns.
,', CEIVED
Hr-k152001
DEPT.OF PLANN,NaDEVELOPMENT.
Engineers Surveyors
Telephone 540-662-4185 FAX 540-722-9528
greenway@visuallink.com