HomeMy WebLinkAbout06-07 Comments (3)April 24, 2007
Mr. Jack Valetti, PE
Davis Floyd, Inc.
15 Brendan Way
Greenville, South Carolina 29615
Dear Mr. Valetti:
FILE COPY
107 North Kent Street, Suite 202 Winchester, Virginia 22601 -5000
COUNTY of FREDERICK
Department of Planning and Development
540/665 -5651
FAX: 540/665 -6395
RE: Preliminary Review Comments for Winchester Industrial Properties, LLC
Master Development Plan
Property Identification Numbers (PINs): 54 -A -91, 54 -A -36T
Thank you for providing me with the opportunity to review the preliminary master development
plan for the proposed development referred to as Winchester Industrial Properties. Staff's
review comments are listed below for your consideration.
1. Engineer /Surveyor Seal. This MDP needs to be certified by an engineer, architect or
surveyor licensed in the Commonwealth of Virginia; this seal needs to be on both sheets
of the MDP.
2. Site Summary. On the coversheet, the Building Restriction lines need to read:
Public Street: 75'
Side and Rear: 25'
The Lockhart Tract has a 100' buffer not 75'; this buffer is 75' inactive and 25' active.
The zoning of the site is M1 (Light Industrial), not manufacturing.
3. Zoning District Buffer. The second sheet of the MDP only shows the 75' inactive
portion of the buffer. This is a 100' buffer which has a 75' inactive portion that has the
landscaping and berm and a 25' active portion where parking can be placed but no
buildings. The total 100' area needs to be shown as well as a detail of the buffer. The
detail needs to show the distance as well as the landscaping (three trees per ten linear feet
(2/3 evergreen and 1/3 deciduous); include the height of the trees (4' for evergreen and 2"
caliper for deciduous).
4. Brooke Road/Park Center Road Connection. This MDP needs to show a public road
connection from Brooke Road to Park Center Road This road connection is necessary to
Mr. Jack Valetti; Davis Floyd, Inc.
Winchester Industrial MDP
April 24, 2007
Page 2
enhance the road network in this area as well as to facilitate the proper movement of
traffic within the industrial park so that intersection failures are avoided. We spoke
briefly with Scott Scheel on April 23` regarding this issue.
5. Road Detail. Street trees need to be shown on the Brooke Road Detail.
6. Easement. The revised MDP has a statement that the easement though the regional jail
property will be vacated once Brooke Road has been extended to the property. The
proffers from the rezoning stated that this easement would be vacated within 120 days of
rezoning approval. This rezoning was approved on December 13, 2006, therefore the
easement should have already been vacated. The new note needs to be removed and the
plats to vacate this easement need to be processed. This easement must be vacated before
the plan will be scheduled for review by the Board of Supervisors.
7. Interstate 81. Verify if any right -of -way dedications are needed from PIN 54 -A -91 for
Interstate 81.
8. Environmental Features. The environmental features table needs to show wetlands and
karst features or any other environmental feature present on the site.
9. MDP Checklist. Remove the box on the MDP that states certain information from the
MDP checklist is not applicable to this plan
In order to continue the review of this Master Development Plan, you will need to submit
approval comments from the Frederick County Department of Public Works and the Virginia
Department of Transportation. Once this information is received, and all review comments
addressed, staff will schedule the application for review by the Planning Commission. Please do
not hesitate to contact me with questions regarding this letter.
Sincerely,
??7CrLa e :32 /Cw
Candice E. Perkins
Planner II
Attachments
CEP /dlw
cc: Patrick Barker, EDC
Scott Scheel, Johnson Development, 961 East Main Street, Spartanburg, SC 29304
April 9, 2007
Dear Mr. Valetti:
Department of Planning and Development
540/665 -5651
FAX: 540/665 -6395
Mr. Jack Valetti, PE
Davis Floyd, Inc.
15 Brendan Way
Greenville, South Carolina 29615
RE: Preliminary Review Comments for Winchester Industrial Properties, LLC
Master Development Plan
Property Identification Numbers (PINs): 54 -A -91, 54 -A -36T
107 North Kent Street, Suite 202 Winchester, Virginia 22601 -5000
Thank you for providing me with the opportunity to review the preliminary master development
plan for the proposed development referred to as Winchester Industrial Properties. Staff's
review comments are listed below for your consideration.
1. Project Summary. On the coversheet, a project summary needs to be provided. This
summary should include the following: property identification numbers, site area,
zoning, building restriction lines, landscaped area (minimum), FAR (maximum), current
and proposed use.
2. Engineer /Surveyor Seal. This MDP needs to be certified by an engineer, architect or
surveyor licensed in the Commonwealth of Virginia.
3. Signature Blocks. The signature blocks provided on sheet 2 need to be on the
coversheet.
4. Water and Sewer Availability. A statement needs to be on the coversheet that states
water and sewer is available and will be provided by the FCSA.
5. Magisterial District. Provide the Magisterial District where these propert ies are located
(Stonewall Magisterial District).
6. Proffers. Any proffers (scanned copies) associated with these properties need to be
included in the MDP.
7. Surveyed Boundaries. Surveyed boundaries of the two properties need to be shown on
sheet 2 of the MDP.
8. Utilities. The location of utilities (water, sewer, gas, electric) needs to be shown on sheet
2 of the MDP.
Sincerely,
l?
ar �:Uu l
Candice E. Perkins
Planner II
Attachments
Mr. Jack Valetti; Davis Floyd, Inc.
Winchester Industrial MDP
April 9, 2007
Page 2
9. Adjoining Properties. On sheet 2, all of the adjoining properties need to be shown
(including properties across I -81). The adjoining properties need to include the
following: owner, use and zoning.
10. Future Access Road. The future access road that was proffered with the rezoning,
which will serve as access for the Lockhart property, needs to be shown on the MDP.
The proposed location and landscaping for the road needs to be provided, as well as a
cross section for the road.
11. Brooke Road. There is a note on sheet 2 regarding the realignment of Brooke Road; this
MPD needs to show this realignment as well as who is responsible.
12. Easement. Indicate if the access easement through the Regional Jail property has been
vacated.
13. Interstate 81. Verify if any right -of -way dedications are needed from PIN 54 -A -91 for
Interstate 81.
14. Environmental Features. Provide a table in the MDP that shows environmental
features present on the site.
15. Symbols. A legend for any symbols needs to be provided.
In order to continue the review of this Master Development Plan, you will need to submit a
signed and notarized Special Limited Power of Attorney Form to this department. The review
fee for this application will be $12,778 ($2,000 base $10,778 @$100 per acre). Once this
information is received, and all review comments addressed, staff will schedule the application
for review by the Planning Commission. Review comments are required from the following
agencies: Frederick County Fire Marshal, Frederick County Department of Building
Inspections, Frederick County Department of Public Works, Frederick County Department of
G.I.S., Frederick County Health Department, Frederick County Parks Recreation, Frederick
County Sanitation Authority, and the Virginia Department of Transportation. Please do not
hesitate to contact me with questions regarding this letter.
cc: Patrick Barker, EDC
Johnson Development, 961 East Main Street, Spartanburg, SC 29304
CEP/bad
MAY. 30. 2007 9:26AM
TO: CANDICE PERKINS CC
COMPANY: FREDERICK COUNTY, VA COMPANY:
FAX NUMBER: (540) 665-6395 FAX NUMBER:
DATE:
May 30, 2007
NUMBER OF PAGES, INCLUDING COVER:
6
RE: DtIED OF RELEASE AND POA PORM
NOTES/COMMENTS:
Candice,
Endosed please find a Deed of Release that was &aced to you on 04/30/07, is this acceptable?
Also attached is the Power of Attorney form that you requested. We will also be sending a
hard copy of both of these as well as a variance for a public road on the Lockhart property that
we spoke about last week. Thanks again for all of your help and please kit us know if you need
any additional information from our end.
117660.1
FACSIMILE
NO. 5133 P. i
J CI HNSON DEVELOPMENT ASSOCIATES, INC.
I i.;! o I.
From the desk of...
J. Copeland Rhea IV
Johnson Developcnent Associates, Inc.
PO Box 3524
partanburg, SC 29304
(864) 585-2000
(864) 594-5820
Fax: (864) 594-5996
MAY. 30. 2007 9:26AM
ffaosa Mae
TRANSMITTAL
to:
fax
date:
pages:
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(SHb 665 Gi9S
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Wfi
Johnson Development Associates, Inc.
including this cover sheet.
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From the desk of...
JOHNSON DEVELOPMENT ASSOCIATES
P. 0. Box 3524
Spartanburg, SC 29304
(864) 585-2000
Fax: (864) 594 -5998
NOTE:
THE INFORMATION CONTAINED IN 11113 FACSIMILE MESSAGE IS PRIVILEGED AND CONFIDENTIAL INFORMATION INTENDED ONLY
FOR THE USE OF THE INDIVIDUAL OR ENTITY NAMED ABOVE. IF THE READER OF THIS MESSAGE IS NOT THE INTENDED
RECIPIENT. YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION. DISTRIBUTION OR COPY OF THIS COMMUNICATION IS
STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY
TELEPHONE AND RETURN THE ORIGINAL MESSAGE TO US. THANK YOU.
MAY. 30. 2007 9:27AM NO. 5133 P. 3
This instrument was prepared by
Anthony M. Thiel, Esquire
Willcox Savagc, P.C.
1800 Bank of America Center
One Commercial Place
Norfolk, VA 23510
DEED OF RELEASE
WITNESSETH:
Tax Parcel No. 54 -A -9213
THIS DEED OF RELEASE, is made as of the 11 day of April 2007, by and between WINCHESTER
INDUSTRIAL PROPERTIES LLC, a South Carolina limited liability company (hereinafter called "Grantor"), a grantor for
indexing purposes, and NORTHWESTERN REGIONAL JAIL AUTHORITY "Grantee mutes for indexing purposes,
WHEREAS, by Deed of Consolidation and Relocation of Access Easement dated October 12, 2005 and recorded in
the Clerk's Office of the Circuit Court of Frederick County, Virginia as instrument No. 050024936 (the "Deed Grantee
established and relocated an easement (the "Easement over the area designated "50' ACCESS ESM'T HEREBY
CREATED" as shown on the plat attached to and made a part of the Deed (the "Easement Area and
WHEREAS, Grantor has agreed to vacate and release any interest it may have in the Easement and Easement Area;
NOW, THEREFORE, in consideration of One Dollar ($1.00) and other good and valuable consideration, the receipt
and sufficiency of which are hereby acknowledged, Grantor does hereby grant, vacate and release unto Grantee and surrender,
and terminate all right, title and interest of Grantor in the Easement and the Easement Area.
1- 756525.1
04/272007
IN WITNESS WHEREOF, Grantor has caused this Deed of Release to be executed under seal.
WINCHESTER INDUSTRIAL, PROPERTIES, LLC.,
a South Carolina limited liability company
By: PEE DEE INDUSTRI.AL PROPERTIES I, LLC, its
sole member
By: JOHNSON DEVELOPMENT ASSOCIATES, INC.,
its member
By:
Name: A. stet Chapman
Title: Pres dent and CEO
yr
tom" °`1 (SEAL)
MAY, 30. 2007 9:27AM
STATE OF SOUTH CAROLINA
1, a notary public in and for the State and County aforesaid, hereby certify
that A. Foster Chapman,' reside eof Johnson Development Associates, a South Carolina corporation, whose name as Such is
signed to the foregoing Deed, dated as of the 11 day of April, 2007, has acknowledged the same before me in my State and
County aforesaid.
Given under my hand and seal this Je''tiay of 0 ph t 0 2007.
Qh /d
Not 1?u tf
COUNTY OF SPARTANBURG, to -wit:
My Commission Expires:
a� 1O /AOL.S
1.756525.1
04/27/2001
2
[Affix Notary Seal]
NO. 5133 P.
Engineering
F116 5 Architecture
D Environmental Laboratory Bodices
DATE:
TO:
PROJECT NAME:
PROJECT NO.
WE ARE SENDING YOU:
Attached
THE FOLLOWING:
AS FOLLOWS:
as requested
for your use
for distribution
for review comunent
other (see comments below)
COMMEN'T'S:
BY:
COPIES:
Davis Floyd, Inc., 15 Brendan Way
PRAIkTO LfAI
June 13, 2007
Candice Perkins, AICP
Planner II
Frederick County Dept. of Planning Development
107 North Kent Street, Suite 202
Winchester VA, 22601
Winchester VA, Industrial Site Development
012287.00
'COPIES
30
DATE
06 -13 -07
DWG.
Master Development Plans
Jack Valetti 1
for approval
reviewed
reviewed as noted
revise resubmit
K.\JOBSODD \12287 00\Documents \Trans SoMgl masterdeveplan06 t307.doc
Under separate cover via:
l!.tN 1 4 2007
not approved
loaned to you (please renaa)
returned from loan to us
for your information
Suite 210 Greenville, SC 29615 Tel 664 527 9800 Fax 864 527 -9801
Patton Harris Rust Associates
Brooke Road Phase 2
Road Improvements Plan
Frederick County, Virginia
Erosion and Sediment Control Narrative
August 11, 2008
Project Description
The purpose of this project is to develop the road improvements associated with the development
of the Winchester Industrial Properties in Fort Collier Industrial Park. Proposed Brooke Road
Phase 2 is located off Park Center Drive, approximately 0.46 miles southwest from Park Center
Drive and US Route 11 intersection in Frederick County, Virginia. The improvements associated
with the proposed road encompass Kraft truck entrance, road widening, box culvert extension,
and Brooke Road Phase 2 -Park Center Drive intersection. Construction will consist of pavement
widening, commercial entrance, storm drains and culverts, and the appropriate erosion and
sediment control measures. All construction will be done within the VDOT right -of -way limits,
property owned by the developer. The total disturbed area during construction will be
approximately 10.5 acres and the total impervious area created by this development will be
approximately acres.
Existing Site Conditions
The site is partially disturbed with grading in the southeast corner of the limit of disturbance. The
southwest side is currently vacant and covered with grass, some trees and brush areas. Slopes
range from 0.5 to 37.0 percent. All existing and proposed slopes are shown in the plans. The
limits of disturbance are clearly marked on the plans and every effort has been made to keep
disturbed areas to a minimum. All areas not paved will have grass planted to facilitate erosion
control. There are no known existing drainage and erosion problems for this site. Every effort has
been made to control post development erosion which include the use of outlet protection for the
culvert extension and proposed culvert under Brooke Road Phase 2. The drainage areas of the pre
and post development can be seen in the Drainage Calculations, in Attachment C and also on the
site plan. The existing topography and drainage ways of the site will help to reduce erosion on to
adjacent properties.
Adjacent Areas
The site is bordered by open field to the Southeast and northeast, Kraft Food to the north,
wooded area and industrial park to the southwest. Silt fencing shall be used to control sediment
transportation to off site areas.
Offsite Areas
No offsite area shall be disturbed during construction.
Soils
The on site soils are Frederick Poplimento Loams (14B); Frederick Poplimento Loams, very rocky,
2 t o7 percent slopes (16B); Frederick Poplimento loams, very rocky, 7 to 15 percent slopes (16q.
The first soil is 14B Frederick- Poplimento loans. These gentlysloping soils are very deep, and
well drained. The surface layer consists of 5 to 7 inches of brown loam. The subsoil, to about 9 to
12 inches is silty clay loam or clay loam, below that to 60 inches is brown silty clay loam or clay.
P: \Project \15761 -Park Center Drive \1- 0 \Engr\Admin \Reports \Brooke Rd Phase 2 \E &S.doc
The depth to bedrock is about 60 inches. These soils have a moderate erosion hazard. These
soils are in the hydrologic soils group B.
The second types of soils (16B and 16C) on site are Frederick Poplimento Loams which is well
drained with slopes ranging from 2 to 15 percent. (A soil map is provided as Attachment N.
These soils are in the hydrologic soils group B. Typically, the surface layer is 0 to 7 inches of loam.
The subsoil, to about 5 12 inches is clay loam or silty clay loam, below that is clay. The bedrock is
varies about 72 80 inches. The soil belong to hydrologic soil group B.
All soil information was taken from USDA and SCS Soil Survey of Frederick County Virginia.
Critical Areas
There are currently no critical areas associated with this site.
Erosion and Sediment Control Measures
1.0 General
1.1 Description:
A. Work Included: Erosion and sediment control operations and devices required for this work
are indicated on the drawings and include but are not necessarily limited to:
1. Installation of temporary control devices;
2. Maintenance of temporary control devices;
3. Temporary forms of stabilization;
4. Installation of permanent control devices;
5. Removal of devices and site restoration.
1.2 Standards:
A. The following codes and standards, latest editions form a part of this specification, to the
extent of all provisions applicable to the work required for this project, and as specifically
referenced herein.
1. All work shall comply with the Virginia Erosion and Sediment Control Handbook and as
amended by local codes and regulations.
2. VDOT Specifications and Standards.
1.3 Protection:
A. Use all means necessary to protect all materials incorporated into the work of this section
before, during and after installation. In the event of damage, immediately make all repairs and
replacements necessary to the approval of the Owner's Representatives and at no additional
cost to the Owner.
B. Maintain and protect all benchmarks, monuments and similar reference points and, if they are
displaced or destroyed by these operations, replace same as directed at no additional cost to the
Owner.
1.4 Permits:
A. The owner will secure certificates and permits and pay for all fees required by local codes and
regulations. The contractor shall ensure that value of the erosion and sediment control work
to include maintenance and all seeding of disturbed areas shall be included in the overall
Patton Harris Rust Associates
117 East Piccadilly Street, Suite 200
Winchester, Virginia 22601 540- 667 -2139
2
project performance bond.
2.0 Execution
2.1 General Requirements:
A. Limit grading to onlythose areas involved in current construction activities. Limit length of
time for exposure of unprotected graded areas. Permanent stabilization of graded areas shall
be done within seven days after construction. If permanent stabilization cannot be provided,
temporary seeding, mulching or other forms of stabilization shall be provided.
B. Construction of the devices shall agree with the details shown on the plan subject to
modifications thereof that the Inspector deems advisable. Regardless, the sediment control
devices shall comply with all requirements of the Virginia Erosion and Sediment Control
Handbook. They shall remain in place until all surfaces within the project are stabilized such
that siltation will not occur; i.e., all upstream areas from the control devices have vegetation
established, mulch in place or furnished pavement completed. 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 local
program authority. Trapped sediment and the disturbed soil areas resulting from the
disposition of temporary measures shall be removed off site or permanently stabilized to
prevent further erosion and sedimentation (4VAC50 -30 -40 Minimum Standard No. 18).
C. The Contractor agrees to hold the Owner or any of its agents harmless from any and all
liability or damage that may arise from a violation of the siltation ordinance and agrees to
indemnify them against any loss.
D. Underground utility lines shall be installed in accordance with the following standards in
addition to other applicable criteria (4VAC50 -30 -40 Minimum Standard No. 16):
1. No more than 500 linear feet of trench maybe opened at one time.
2. Excavated material shall be placed on the uphill side of trenches.
3. 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.
4. Restabilization shall be accomplished in accordance with these regulations.
5. Applicable safety regulations shall be complied with.
E. Soil Stabilization: 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 30 days. Permanent stabilization shall
be applied to areas that are to be left dormant for more than one year (4VAC50 -30 -40
Minimum Standard No. 1).
During construction of the project, soil stockpiles and borrow areas shall be stabilized or
protected with sediment trapping devices (i.e., silt fence). Contractor is responsible for the
temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow
areas and soil intentionally transported from the project site (4VAC50 -30 -40 Minimum
Standard No. 2).
Patton Harris Rust Associates
117 East Piccadilly Street, Suite 200
Winchester, Virginia 22601 540- 667 -2139
3
Stabilization measures shall be applied to earthen structures such as dams, dikes, and diversions
immediately after installation (4VACS0 30 40 Minimum Standard No. 5).
Permanent Stabilisation: A permanent vegetative cover shall be established on denuded areas
not otherwise permanently stabilized. Permanent stabilivation shall not be considered
established until a ground cover is achieved that, is uniform, mature enough to survive and
will inhabit erosion (4VAC50 30 40 Minimum Standard No. 3).
Permanent Stabilization: All disturbed areas not paved will receive at a minimum 4" of topsoil
if required (see Topsoiling STD &SPEC 3.30) and be seeded as follows:
125 lbs. Minimum of three (3) up to five (5) varieties of bluegrass from the approved list
for use in Virginia.
201b. Annual Rye per ac.
1000 lbs. 10 -20 -10 Fertili7er per ac.
3 tons agricultural limestone per ac
2 tons straw mulch per ac.
Permanent seeding will occur as a final phase of construction.
Temporary Stabilization: Seeding to stabilize areas left denuded for more than seven days, but
not yet at final grade shall be as follows:
60 lbs. German Millet per ac. (May through August 15)
63 1b. Annual Rye per ac. (August 15 through April)
450 lbs. 10 20 20 Fertili7er per ac.
3 tons agricultural limestone per ac
2 tons straw mulch per ac.
Seeded areas to be watered and cared for as necessary to provide grass emergence.
F. Description of Controls:
Control will be exercised through sequence of land disturbing operations, limiting duration of
exposure of unstabilized areas and installation and maintenance of physical control devices
coordinated with sequence of construction. Details for the standards referenced below are
included on the plans. The devices to be used on the site are also shown on the drawings and
include the following:
1. Construction entrances (S 1 SPEC 3.02) There is a high potential for tracking mud
on to adjacent roads during wet site conditions. Construction entrances are needed at
the location shown on the plans to clean the tires of vehicles and equipment exiting the
job site.
2. Silt Fence (STD SPEC 3.05 -1) Silt fencing shall be placed along the down -slope side
to filter sediments before runoff exits the construction area.
3. Storm Drain Inlet Protection- (SID &SPEC 3.07) Storm drain inlet protection shall be
installed immediately following installation of stormwater controls or prior to
construction activities for existing storm drains, to prevent sediment from entering the
storm drains
4. Culvert Inlet Protection (STD &SPEC 3.08) Culvert inlet protection shall be installed
immediately following installation of stormwater controls or prior to construction
activities for existing culverts, to prevent sediment from entering the storm drains.
Patton Harris Rust Associates
117 East Piccadilly Street, Suite 200
Winchester, Virginia 22601 540- 667 -2139
4
5. Outlet Protection (S Ill SPEC 3.18) Riprap outlet protection has been sized to
prevent erosion at culvert outlets. Riprap aprons shall be constructed to the dimensions
tabulated on the Plans. See VDOT detail is EC-1
6. Rock Fill Check Darns- (STD SPEC 3.20) Rock check dams shall be constructed at
locations shown on the plans Check dams shall be installed in accordance with the
detail provided on the plans
7. Soil Stabilization Blankets and Matting (STD SPEC 3.36) Soil stabilization blankets
and matting are designed to aid in controlling erosion on critical areas byshielding
exposed soil from impact erosion and promoting the establishment of vegetation.
Treatment 1 is equivalent to VDOT EG2. Treatment 2 is equivalent to VDOT EC-3.
G. Sequence of Land Disturbing Activities:
1. General: All applicable mechanical controls are to be constructed as the first item of work.
Followin their completion, rough grade, finish grade, and install appropriate erosion and
sedimentation aids. Before newly constructed stormwater conveyance channels or pipes
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
(4VAC50 -30 -40 Minimum Standard No. 11). Retain control devices until final stabilization
of all areas or as directed by the Inspector.
Sequence of Construction:
a. First Phase:
1. Construction entrances;
2. Install wire silt fence;
3. Widen Park Center Drive east side;
4. Improve Kraft Food truck entrance;
5. Install box culvert extension
6. Install culvert inlet and outlet protection.
b. Second Phase:
1. Strip topsoil to stockpile area if applicable.
2. Provide vegetative cover if over 7 days;
3. Install culvert under Brooke Road Phase 2 near Park Ctr Drive intersection;
4. Install culvert inlet protection and outlet protection;
5. Rough grade.
c. Third Phase:
1. Install utilities if applicable;
2. Install roadway stone base;
3. Finish grade and paving;
4. Install rock check dams along Brooke Road Phase 2.
5. Seeding of disturbed areas not paved.
6. Seed stockpiles of surplus soils.
7. Removal of temporary sediment control measures.
Patton Harris Rust Ed Associates
117 East Piccadilly Street, Suite 200
Winchester, Virginia 22601 540- 667 -2139
5
H. Maintenance Program: All control measures are to be inspected daily by the site superintendent
or his representative. Any damaged structure should be repaired at the dose of the day. Inlet
protection devices and silt fencing should be cleaned at 50% capacity and spread on -site where
practical. Control structures shall not be removed until all areas above have been finally
stabilized and seeded areas established. No control shall be removed without the site
inspector's prior approval. The daily control measure inspections by the contractor shall be
documented to indicate findings and corrective action taken. These reports shall be submitted
to the authorities once every two week's basis. Where sediment is transported onto a paved or
public road surface, the road surface shall be cleaned thoroughly at the end of each day.
Sediment shall be removed from the roads by shoveling or sweeping and transported to
stockpile areas. Street washing shall be allowed only after sediment is removed in this manner.
(4VAC50 -30 -40 Minimum Standard No. 17).
3.0 Stormwater Management:
All new on -site storm structures have been sized to pass the appropriate post development storm
event as outlined in the VDOT drainage manual using the Rational Method. Storm culvert and
storm drain inlet sizing calculations are provided in Attachment C.
The existing three (3) 9'x4' box culverts under Park Center Drive are adequate to handle the peak
flows from the 10 year and 25 year storm events without over topping the road. The box culverts
will need to be extended approximately 6 feet at the west side and 16 feet at the east side to
accommodate proposed Brooke Road Phase 2. The stormwater calculation for the existing box
culvert is reported under a separate cover, titled "Calculation for Stouuwater Conveyance
Structures" dated January 17, 2008 (Revised March 18, 2008), prepared by PHR +A.
Patton Harris Rust Associates
117 East Piccadilly Street, Suite 200
Winchester, Virginia 22601 540 667 -2139
6
Ditch
1
Road or Lot
Begin Sta
End Sta
Side
0(2)cfs
4.34
Q(10)cfs
16.70
Ditch Type
V
Invert In
686
Invert Out
674
Length(ft)
1077
Channel Slope(
1.07
Bottom Width(ft)
0
Left SS (x:1)
3
Right SS (x:1)
3
Manning's n
0.09
Flow Area (sqft)
1.46
Wetted Perimeter (ft)
5.15
Trial 0 (cfs)
1.1
Trial Depth (ft)
0.70
2 -Yr Velocity (fps)
0.73
10 -Year Depth (ft)
0.78
Mimimum lining width (ft)
7.6
Lining
GRASS
Anchors per sq yd
NA
BROOKE ROAD PHASE 2
Channel Sizing Calculations
BROOKE RD DITCH.xIs Ditches 9/8/2008 5:52 PM
Ditch Detail Summary
Ditch
1
Road or Lot
0
Begin Sta
0
End Sta
0
Side
0
Ditch Type
V
InverlIn
686
Invert Out
674
Length(ft)
1077
Channel Slope(
1%
Ditch Type
V
B Base Width (ft)
0
Lett SS (x:1)
3
Right SS (x:1)
3
d Depth 2yr 0.5(ft)
1.2
D Mimimun ditch depth (ft)
1.7
Lining Type
GRASS
W Mimimum lining width (it)
8
Anchors per sq yd
NA
2- Year Vel. (ft/sec)
0.73
BROOKE RD DITCH.xls Ditches
BROOKE ROAD PHASE 2
9/8/2008 5:52 PM
Frederick County, Virginia Master Development Plan Application Package
Administrative Information
Required Information Checklist
MASTER DEVELOPMENT PLAN
The following information must be included on the master development plan. If the submitted
master development plan is incomplete or is missing information, it will not be reviewed and will
be returned to you for revisions.
Yes No
I. Name of proposed development.
2. Name, address, and telephone number of owner.
3. Name, address, and telephone number of developer.
4. Name, address, and telephone number of designer.
(J Signed certificate of surveyor, engineer, or architect.
6. Date plan prepared and date of revisions.
I/ Q A listing of all conditions placed on the site as a result of a
conditional zoning approval. Rezoning file number should
be cited.
A space labeled "Approved by the Director of Planning and
Development" for the approval signature and date of
approval.
Vke- A space labeled "Approved by the County Administrator"
for the approval signature and date of approval.
10. Magisterial District.
11. Sheet size less than 42 inches.
Page 13
Frederick County, Virginia Master Development Plan Application Package
General Information
Yes No
1. Location map (scale 1:2000).
2. Scale of the MDP is not to exceed 1:100.
3. North Arrow.
(Z) Legend describing all symbols.
Q5 Surveyed boundaries of all lots and parcels.
6. Acreage of all parcels included in the MDP.
7. Topography contour lines at acceptable intervals.
8. A schedule of phases, boundary of phases, and order of
development.
Use zoning, and property owner of all adjoining properties.
10. Location of proposed uses (location, boundaries,
arrangement).
(4h 11. Location and treatment of historic structures and sites.
12. History of all land divisions in relation to this tract.
13. Acreage, Location and boundaries of environmental
features: floodplains, lakes and ponds, wetlands, natural
stormwater retention areas, steep slopes, woodlands.
14. Amount and percentage of disturbed and protected land in
common open space.
Page 14
Frederick County, Virginia
Residential Development Information
No
Infrastructure Information
Yes
Master Development Plan Application Package
Location and dimension of Residential Separation Buffers.
Acreage in common open space, in housing type, in road
rights -of -way, and for the entire development (by Phase).
Location and boundaries of housing types. Residential
Performance (RP) dimensional requirements should be
indicated.
Numbei'of dwelling units (by type, phase, and in total).
5. 4tion and configuration of required recreational
facilities. Statement of required and type of facilities to be
provided.
No
Location of adjoining streets and utilities.
Location, arrangements, and right -of -way widths of roads
and property access.
3. Location and arrangement of street entrances, driveways,
and parking areas.
4. Location of entrances to the development from public
streets.
O 5. Type of road design (rural or urban).
6. Use of inter parcel connectors.
Page 15
Frederick County, Virginia Master Development Plan Application Package
Other Design Information
Yes No
7. Traffic impact analysis. To be submitted to the Virginia
Department of Transportation.
GD Location of sewer and water mains with statements
concerning the connection with and availability of facilities.
09 Location and arrangement of electric and gas utilities.
1. Location of Zoning District and Road Efficiency buffers,
and examples specifying the screening to be provided.
2. Plan for stormwater management. Location of stormwater
facilities.
Acreage of each type of environmental protection land.
(Amount and percentage of disturbed and protected land in
common open space.) Shown in a table format.
4. Amount, boundaries, and location of common open space.
(Indicate the percentage of the entire site to be placed in
common open space.)
5. Location of environmental protected areas to be included in
common open space.
Page 16
Frederick County, Virginia Master Development Plan Application Package
County Health Department Information
Yes No
Statements and locations pertaining to sewer and water
availability.
2. Statements and locations concerning any existing pre- or
post -water treatment facilities.
3. Statements and location of any planned private treatment
facilities.
Page 17
COMMENTS:
C andice
Bernie
Mark
Susan
Eric
Mike
Kevin
John
Lauren
U:\Pam \Common\Document Approval Form.wpd
Document Approval Form
APR 2 3 2007
PLEASE REVIEW THE ATTACHED DOCUMENT. IF THIS DOCUMENT MEETS YOUR
APPROVAL PLEASE INITIAL AND PROVIDE THE DATE AND TIME OF YOUR
APPROVAL.
IF THIS DOCUMENT D O E S NOT ME E T YOUR APPROVAL PLEASE PROVLDE
COMMENT'S AS TO WHAT YOU WOULD LIKE TO HAVE COMPLETED.
INITIALS DATE TIME
Received by Clerical Staff (Date Time) 2 30 G-I" '1 0 9