HomeMy WebLinkAbout008-94 Shenandoah Bldg. Supply - Gainesboro District - Backfile (2)RECEIPT
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* STAFF SITE PLAN CHECKLIST *
This application is not complete if the following are not included:
1. One set of comment sheets from the following agencies along with any marked
copies of the plan;
VDOT
Sanitation Authority
inspections Dept.
Fire Marshal
� County Engineer
Airport Authority
1/ 2. One copy of the Site Plan application.
3. Five copies of the Site Plan.
4. One reproducible copy of the Site Plan (if required).
5. One 35mm. slide of the Site Plan (if required).
City of Winchester
Town of Stephens City
Town of Middletown
Health Dept.
Parks & Recreation
Soil & Water Conservation Dist.
TRACKING
Date
13 i 9 Application received. -- -
All necessary agency comments received.
q- Fee Paid (amount $ 101 , 6 U ).
3 C/ Site Plan to Planning Commission via bi-monthly.
Site Plan heard by Planning Commission (if required).
Revisions received (if required).
Date of approval.
COUNTY of FREDERICK
Department of Planning and Development
540/665-5651
FAX: 540/ 678-0682
MEMORANDUM
To: Wayne Corbett
From: Michael T. Ruddy ✓/te
Subject: Shenandoah Building Supply Improvement Guarantee
Date: January 6, 1998
On February 14, 1997, Shenandoah Building Supply Inc. provided Frederick County with a check
in the amount of $5,000 to ensure that all outstanding improvements associated with site plan 9008-
94 would be completed. Shenandoah Building Supply Inc. has recently completed all of the necessary
improvements associated with the approved site plan. Subsequently, a Certificate of Occupancy for
this facility was issued on January 5, 1998.
Please provide Shenandoah Building Supply Inc. with a full reimbursement in the amount of $5,000,
the amount previously secured by Frederick County.
107 North Kent Street • Winchester, Virginia 22601-5000
Date
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SITE PLAN APPLICATION
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Complete the following application:
DATE —/ APPLICATION # g' I
1. Development STr NerkWu ITAipt sf-A rr�
11
2. Location of Property: p� i��e� I D~ I 'r )-e0le G/7 L `1
(by street name) � �f 4eA16 i 2 �) r Iy .e
3. Property Owner:
YY
Address:
1 ►2. C, 1-5 A/QSU
q 1/0 6J00DA9ont A-f
0
Telephone:
(3Dl)
4. Applicant/Agent:
Address:
P)tz. T-,P-rry L- FISADP
�41�76
Telephone:
C703> (0 3 (fl35- (c3Z1
5. Designer:
.4a,yv S cA r aegS
Address:
S,
6 3�
Telephone:
rqo 32 36 - I3P Y
Contact:
�itl e NI s�C�e�
6. Is this an original or revised Site Plan?
Original !-' Revised
-5-
i u ,`/%
E�
r: y
7. Total area of parcel to be developed:gQ�j
8. Property Information:
a) Property ID # :
b) Current Zoning:
c) Present Use:
d) Proposed Use:
e) Adjoining Property Zoning:
f) Adjoining Property Use:
g) Magisterial District:
M-1
I>P�WaJ(
u ilci'll.
I 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:
Date:
1,/
C-1
APPLICANT'S CHECKLIST
Your site plan should include the following:
Administrative Information
Y N
✓ _ 1. Name of proposed development
2. Name and address of owner
3. Name and address of developer
_ 4. Name, address, and phone number of designer
_ 5. Certificate of surveyor, engineer, or architect
6. Date plan prepared and date of revisions
7. A listing of all conditions placed on the site as a
result of a conditional use permit or conditional
zoning approval
— .8. A space labeled "approved by the Zoning
Administrator" for the approval signature and date
of approval
General Site Information
Y N
9. Location map (scale 1:2000)
✓ _ i0 Magisterial District of site
— 11. Scale of site plan (not to exceed 1:50)
12. North Arrow
✓ — . 13. Zoning of site
_ 14. Use and zoning of adjoining properties
Lots/Uses/Buildings & Structures
Y N
15. Surveyed boundaries for all lots and parcels
16. Acreage of all lots included in the plan
17. The location and dimensions of all required setbacks
and yard areas
1$. Location of all buildings, structures, and uses
U.
The proposed use of each building, structure, and
area
2 The location and type of all dwelling units
21. Ground floor area and total floor area of all
buildings with FAR calculations for commercial and
industrial zoning districts ksoRr OW-4 oNE--.
.r2)--The height of all buildings and structures
23 The location and dimension of all signs
7
0
Lots/Uses/Buildings & Structures (ccn,t)
Y N
_ ?a- Location of outdoor lighting fixtures
25. Location and nature of outdoor storage areas
A26. Location and area of common open space'
27. Location and description of all recreation facilities
28 Location of sidewalks and pedestrian ways
29. Location of outdoor trash receptacles
Roads
Y N
-�JA
Utilities
Y N
Parking
Y N
30. Name and number of existing and planned streets on
and adjoining the site
31. Location of existing and planned streets on and
adjoining the site
32. Dimensions, boundaries, width, pavement, and
construction of planned roads
33 Location and d tensions c= all proposed
entrances from public right-of-ways
UJL- -k C& 49-' i�n-. `fir P--,- RJJ@3'='`.
34 Location of all utilities, including sewer and water
lines with the size of lines, mains, and laterals
35. Location and width of all easements, including
access, utility and drainage easements
36 Location and nature of fire lanes, fire hydrants,
and all other facilities necessary to meet the Fire
Code requirements
37. Calculations describing the required number of
parking and loading spaces
38 Location and dimensions of all parking and Goading
spaces driveways, parking aisles, curbing, and
other features to be used
39. Location and dimension of all handicapped spaces
Natural Features
Y N
/ 40. Existing and finished contour lines
_ N/� 41. Location of steep slopes, woodlands, floodplains,
T wetlands, sinkholes, and other environmental
features
A 42. Location of streams and drainage ways
Landscaning
Y N
43 Landscaping plan describing location and types of
plants to be used
4 44. Location of required buffers and screening with cress
sections or profiles
Erosion and Sediment Control
Y N
45 A stormwater management plan with run off
c`lculations and location and description cf
facilities to be used
46 Soil erosion and sedimentation control plan with
location, types, and examples of provisions to be
used
8
9
COUNTY of FREDERICK
Department of Planning and Development
703 / 665-5651
Fax 703 / 678-0682
May 9, 1994
Terry L. Bishop
Valley Building Systems, Inc.
490 South Commerce Avenue
Front Royal, Virginia 22630
RE: Site Plan Approval Of Shenandoah Building_ Supply Inc. Warehouse Addition
Dear Terry:
The Frederick County Planning Department administratively approved Site Plan #008-94 of
Shenandoah Building Supply, Inc. on May 6, 1994. The approved site plan calls for the
construction of a metal warehouse building that is 4,800 square feet, a six foot wide concrete
apron for fork lift access, the installation of a paved parking area complete with four regular
parking spaces, one van accessible disabled parking space with appropriate signage, and concrete
wheel stops, the planting of four pin oaks around the existing parking lot, the installation of a
storm water management facility, and all appropriate erosion and sediment control measures.
I have provided you with two copies of the final site plan. This will enable you to provide the
owner with an approved copy and keep an approved copy on the job site. Please contact this
office to schedule a final inspection of this site once all improvements are complete.
Please contact me if I may answer any questions regarding this letter.
Sincerely,
Evan A. Wyatt
Planner II
EAW
enclosure
cc: Jimmie K. Ellington, Gainesboro District Supervisor
T. Roy Jennings, Frederick County Real Estate Appraiser
Wayne E. Niskanen, L.S., Land Surveys, Inc.
Ronald A. Mislowski, Jr., Gilbert W. Clifford & Associates
9 North LOUdolln Street P.O. Box 601
Winchester, VA 22601 Winchester, VA 22604
9
•
April 5, 1994
Wayne E. Niskanen
Land Surveys, Inc.
211 South Royal Avenue
Front Royal, VA 22630
_ COUNTY of FREDERICK
Department of Planning and Development
703 / 665-5651
Fax 703 / 678-0682
RE: Preliminary Site Plan Review of Shenandoah Building Supply Inc Warehouse Addition
Dear Mr. Niskanen:
I have had an opportunity to review the above referenced site plan. The following comments
need to be addressed prior to final approval of this site plan:
GENERAL INFORMATION
1) Please revise the Magisterial District to read Gainesboro.
2) Please provide the height for all structures on the property.
3) Please provide the location and dimension of all signs on the property.
4) The FAR is correct provided that all existing and proposed buildings have one floor.
Please revise the FAR if any structure has two floors.
5) Please provide the location of any existing or proposed outdoor lighting fixtures, outdoor
storage areas, or outdoor trash receptacles.
6) Please provide the dimension and culvert size of the existing entrance.
7) Your plan indicates that a concrete apron will be placed adjacent to the proposed
warehouse structure. Please provide location and dimension of all loading spaces.
8) Please provide appropriate signage for the disabled parking space to meet the
requirements of the ADA.
9) Perimeter parking lot landscaping is required; however, the proposed parking lot is
located within the fenced in area that has an existing gravel base. As a compromise, the
developer can provide landscaping around the existing parking lot. This will require four
deciduous shade trees that are planted forty feet apart. Please provide the location,
species, and height of these deciduous shade trees.
SPECIFIC INFORMATION
1) The Zoning Ordinance requires curb and gutter for parking lots in industrial parks.
There is a provision for the use of concrete wheel stops if this will serve the overall
storm water management for this site. Please discuss this with the County Engineer.
We will allow concrete wheel stops based on his recommendation.
9 North Loudrnm Street P.O. Box 601
Winchester, VA 22601 Winchester, VA 22604
CJ
40
Page -2-
Niskanen Letter
April 5, 1994
2) The County Engineer has stated that an on -site storm water management facility will be
required for this site. The revised site plan needs to reflect the location and design of
this facility. The County Engineer will need to approve this revision.
3) Mr. Robert Childress, of the VDOT Edinburg office, has requested an opportunity to
comment on the existing entrance and culvert. Once again, storm water management is
a concern. Please contact Mr. Childress (703) 984-4133 to determine the required
information. Please revise the site plan to reflect this information.
Please revise your site plan to reflect the comments specified in this letter. Please furnish our
department with all approved review agency comments and five copies of the final revised site
plan for approval.
Please contact me if I may answer any questions regarding this letter.
Sincerely,
Evan A. Wyatt
Planner II
EAW/slk
enclosure
cc: H.E. Strawsnyder, Director of Public Works
Robert B. Childress, Virginia Department of Transportation
Terry Bishop, Valley Building Systems, Inc.
SP it- Ub$ - r j
�4` T. ;
.Y 1
COMMONWEALTH of VIRCINIA
DEPARTMENT OF TRANSPORTATION
P. O. BOX 278
RAY D. PETHTEL EDINBURG, 22824
COMMISSIONER
(703) 984-5611
April 14, 1994
Mr. Ronald A. Mislowsky, P.E. Ref:
C/O G. W. Clifford & Associates, Inc.
200 North Cameron Street
Winchester, VA 22601
Dear Ron:
WILLIAM H. BUSHMAN
RESIDENT ENGINEER
TELE (703) 984-4133
FAX (703) 984-9761
Stonewall Industrial Park
Lot D-1
Route F-732
Frederick County
We have reviewed your recently submitted site plan dated January 12, 1994 for the
referenced location.
The existing entrance serving the property is adequate for the proposed on site
improvements. If the business should ever expand in the future, the entrance may
then have to be upgraded.
Thank you for the opportunity to review the plan.
Sincerely,
William H: Bushman
Trans. Resident Engineer
Grid/6' a-�
By: Robert B. Childress
Hwy. Permits & Subd. Spec. Senior
RBC/rf
xc: Mr. S. A. Melnikoff
Mr. R. W. Watkins, Attn: Mr. Evan Wyatt
TRANSPORTATION FOR THE 21 ST CENTURY
0 •
•
•
REQUEST FOR SITE PLAN COMMENTS �'D,5 6 �8 q�
✓Frederick County Sanitation Authority
Attn: Engineer Director
199 Front Royal Pike �' '' '� fl
P.O. Box 618
Winchester, Virginia 22604
(703) 665-5690
The Frederick County Sanitation Authority is located on U.4 522
South, one tenth of a mile from the U.S. 50 North intersection, if
you prefer to hand deliver this review.
Applicant's name, address and phone number:
VALLEY BUILDING SYSTEMS
fz90 <o. �M.�ercc eve
Front Royal, Virginia 2253_
(7n-i) f�7f�-4-�Rt,
Name of development and/or description of the request:
Location:
LENOIR DRIVE
PARE F1 IID-1" I FNInTR rTTY f n nr VTRGTNTA
Sanitation Authority Comments:
Ty/ S "a X W14 < OVoT 8or ST AR V,er.D s Y
W.� TE'# 04 robWIA , &o ir• oo o#E*I"
Sanitation Authority Signature & Date:
(NOTICE TO SANITATION AUTHORITY * RN THIS FORM TO APPLICANT.)
NOTICE TO APPLICANT
It is your responsibility to complete this form as accurately as
possible in order to assist the agency with their review. Also,
please attach acopy of your application form, location map, and
all other pertinent information.
REQUEST FOR SITE PLAN COMMENTS
Frederick County Inspections Department
Attn: Building Official
P.O. Box 601
Winchester, Virginia 22601
(703) 665-5650
The Frederick County Inspections Department is located at 9 North
Loudoun St., 2nd Floor of the Hammon Building in Winchester, if you
prefer to hand deliver this review.
Applicant's name, address and phone number:
VALLEY BUILDING SYSTEMS
Front Royal, Virginia 22630
(703) 636-4386
Name of development and/or description of the request:
SHENANDOAH BUILDING SUPPLY, INC.
Location:
LENOIR DRIVE
PARCEL "D-1" LENOIR CITY CO. OF VIRGINIA
Inspection Department Comments:
Building shall comply with Virginia Uniform Statewide Build ingCode and Section 310
Use Group S (Storage) of the BOCA National Building Code/1990.0ther codes that apply
are title 28 Code of Federal Regulation, Part 36 Nondiscrimination of the Basis of
Disability by Public Accommodations and in Commerc' 1 ilities. Need to show ADA
access from parkinor to the new warehouse.
Code Administrator Signature & Date:
(NOTICE TO INSPECTIONS DEPT.*PLEASE ETU THI FORM�TO/APPLICANT.)
NOTICE TO APPLICANT
It is Your responsibility to complete this form as accurately as
possible in order to assist the agency with their review. Also,
please -'attach as copy of your plans and/or application form.
-14-
i
•
RECEIVED
JAI,4 2 61994
0 •
COUNTY OF FREDERICK, VIRGINEA
FIRE MARSHAL'S OFFICE S r 994 (D
LAND DEVELOPMENT COMMEN S�
DEPT. OF PLANNING
\c NP pEVEI,OPMENT, C
Control No. 0127941066 Date Received 012794 LZat•� Reviewe4,z
Applicant Name Valley Building Systems �w='�:(�l l•.!-ti =
Address 490 South Commerce Street
Front Royal, VA 22630
Project Name Shenandoah Building Supply, Inc.
Phone No. 703-636-4386
Type of Application Site Plan Current Zoning M-1
1st Due Fire Co. 13 1st Due Rescue Co. 13
Election District Stonewall
RECOMMENDATIONS
Automatic Sprinkler System X Residential Sprinkler System
Automatic Fire Alarm System X Other
Emergency Vehicle Access;
Adequate X Inadequate
Fire Lanes Required; Yes
Comments
Roadway/Aisleway Widths;
Adequate X Inadequate
Special Hazards Noted; Yes
Comments
Not Identified
�o
Not Identified
- Continued -
SP =t= OUb-
0
gilb ert w.
E
clifford & associates, inc.
INCORPORATED 1972
Engineers Land Planners Surveyors Water Quality Analyses
Corporate Office: 150C Olde Greenwich Drive • P. O. Box 781 Fredericksburg, VA 22401 • (703) 898-2115
Winchester Office: 200 North Cameron Street • Winchester, VA 22601 • (703) 667-2139
April 7, 1994
Mr. Robert Childress
VDOT
P.O. Box 278
Edinburg, Virginia 22824
RE: Stonewall Industrial Park
Lot D-1
Dear Bob,
I understand from Evan Wyatt that you have expressed an interest in the
revised site plan for Lot D-1 on Lenoir Drive at the Stonewall Industrial Park. I've
enclosed a copy of the plan. As you can see, the improvement is limited to addition
of a building behind the existing structure. No improvements were proposed for
driveways or the entrance. In cases similar to this the County does not routinely
provide for VDOT comment. As this revision will not affect traffic patterns or
volumes to the site, the owner does not contemplate improvements in the VDOT
right of way.
If you have any questions, please do not hesitate to call.
Regards,
nald A. Mislowsky, P.
RAM/kf Gilbert W. Clifford & Associates, Inc.
cc: Evan Wyatt
BOARD OF DIRECTORS
(�k)E
Thomas J. O'Toole, P. E. Charles E. Maddox Jr. P. E.
Ear I R. Sutherl
P. Duane Brown, C. L. S. William L. Wright, Laboratory Directorand, P. E.
0
QQ Sp.Ar On?;-
gilbert w. clifford & associates, inc.
INCORPORATED 1972
Engineers Land Planners Surveyors Water Quality Analyses
Corporate Office: 150C Olde Greenwich Drive • P. O. Box 781 Fredericksburg, VA 22401 • (703) 898-2115
Winchester Office: 200 North Cameron Street - Winchester, VA 22601 • (703) 667-2139
April 4, 1994
Mr. Harvey E. Strawsnyder, Jr., P.E.
Frederick County Public Works
9 North Loudoun Street
Winchester, Virginia 22601
RE: Stonewall Industrial Park
Lot D-1
Stormwater Detention Pond
Dear Ed,
I have enclosed a plan and calculations for a detention pond on Parcel D-1 at
the Stonewall Industrial Park. The calculations bear out that the pond more than
adequately mitigates the effects on the downstream property by development of this
site. The 100 year elevations is 91.5. The 10 year outflow is 2.0 cfs.
By copy of this letter I am providing Evan Wyatt of the County Planning
office this plan and summary calculation sheet. Should either you or Evan have
any questions, or require any further information please let me know.
Regards,
�onald A. Mislowsky, P.
= .E
.
RAM/kf Gilbert W. Clifford & Associates, Inc.
Encl.
cc: Evan Wyatt
BOARD OF DIRECTORS
c Thomas J. O'Toole, P. E. Charles E. Maddox, Jr. ,P. E. Earl R. Sutherland, P. E.
c P. Duane Brown, C. L. S. William L. Wright, Laboratory Director
Lenoir City Co. of Va.
Parcel D-1
0
Pre development runoff calculation
Site area -
5.0 acres
Assume c =
0.3
t(c) =
5.0 min
i(2) =
5.3 in/hr
00) =
6.8 in/hr
Q(2) = 8.0 cfs
Q(10) = 10.2 cfs
Propose ditches to capture a majority of the post developed site
Post development runoff calculation
Assume c = 0.9
t(c) = 5.0 min
see QTR-55, modified rational method printout`for calculations
Post Dev Peak Flows:
Detention Pond Data
Volume:
Scale 1" = 30'
Q(2) = 9.6 cfs
Q(10) = 12.9 cfs
Q0 00) = 18.3 cfs
Elev. Sq.In.
90.1
0
91.0
12
92.0
31
92,5
45
Structure: Use VDOT SWM-1
Rim =
91.5
Inv Out =
90.1
Orifice Inv. =
90.1
Orifice Dia =
6.0
in
Outlet piping
Length =
20.0
ft
Diameter =
12.0
in
Type =
cmp
Inv out =
90.0
Weir
Crest elev. =
92.0
Length =
20.0
ft
Routing Summary: Storm
Q(out)cfs
'Q(in)cfs
Pond Elev.
Q(pre)cfs
TwoYear
1.0
9.6
91.2
8.0
Ten Year
1.1
12.9
91.3
10.2
100 Year
2.0
18.3
91.5
nc
05/ 05/1994 15: 29
703GG50493
9
G W CLIFFORD & ASSOC
0
PAGE 01
May 4, 1994
Mr. Ronald A. Mislowsky, P.E.
Gilbert W. Clifford and Associates, Inc.
200 North Cameron Street
Winchester, Virginia 22601
RE: Stormwater Detention Pond
Lot D- 1
Stonewall Industrial Park
Frederick County, Virginia
Dear Ran:
COUNTY of FREDF.RIC K
Harvey E. Strawsinyder, Jr., P.E.
Director of Public Works
9 North Loudoun St,, 2nd Floor
703/665-5643
Your resubmittal dated April 20, 1994, has adequately addressed
our previous review comments. Consequently, we recommend approval of
the site plan.
Sincerely,
Harvey E. trawsnyder, Jr., P.E.
Director of Public Works
HES:rls
Fax: 703/678-0682 - P.O. Box 601 - Winchester, Virginia - 22604
so o_ 6o'6• 91-
COUNTY of FREDERICK
Harvey E. Strawsnyder, Jr., P.E.
Director of Public Works
9 North Loudoun St., 2nd Floor
703/665-5643
April 19, 1994
Mr. Ronald A. Mislowsky, P.E.
Gilbert W. Clifford and Associates, Inc.
200 North Cameron Street
Winchester, Virginia 22601
RE: Stormwater Detention Pond
Lot D-1
Stonewall Industrial Park
Frederick County, Virginia
Dear Ron:
We have completed our review of the proposed detention facility
and offer the following comments:
1) A backwater or check valve should be installed in the
proposed outlet pipe. It may be necessary to install a 12
inch PVC pipe (smooth) rather than a 12 inch CMP to
accommodate the backwater valve.
2) The existing down gradient conditions tend to cause a
backup of storm drainage onto Parcel D-1. For this reason,
we recommend that the berm crest be set at approximately
494 and the emergency spillway at 493. These elevations
would alleviate some of the periodic flooding of this area.
3) The specified rip -rap should be Class I.
4) The proposed berm should be constructed with locally
available clay soils and be keyed into the on site residual
soils to minimize piping. The existing gravel surface
should be removed under the berm.
Please contact me if you have any questions regarding the above
comments.
Sincerely,
Harvey Strawsnyder, Jr., P.E.
Director of Public Works
HES:rls
Fax: 703/678-0682 - P.O. Box 601 - Winchester, Virginia - 22604
0 0
COUNTY of FREDERICK
Harvey E. Strawsnyder, Jr., P.E.
Director of Public Works
9 North Loudoun St., 2nd Floor
703/665-5643
February 15, 199
Mr. Terry Bishop
Valley Building Systems
490 South Commerce Street
Front Royal, Virginia 22630
RE: Proposed Warehouse
Shenandoah Building Supply, Inc.
Stonewall Industrial Park
Frederick County, Virginia
Dear Mr. Bishop:
We have completed our review of the site plan for the proposed
warehouse and offer the following comments:
1) Stormwater calculations were not furnished with the
proposed site plan. The stormwater calculations need to
include an evaluation of the effects of the ten (10) year
and one hundred (100) year storm flows on the proposed
building site. Based on our review of the existing site
conditions, it appears that over 50 percent of the site has
been developed as either building area or gravel pavement.
These conditions exceed the maximum 50 percent development
assumed in the original stormwater analysis for the
Stonewall Industrial Park. Therefore, it will be necessary
to provide stormwater management for the existing
conditions as well as the proposed warehouse and related
site work.
2) The existing conditions have been limited to the area
within the property boundaries. In order to properly
evaluate the on -site drainage, it will be necessary to
obtain sufficient off site information to establish
drainage courses and potential flooding problems. We
understand that a drainage problem does exist in the
southeast corner of the site adjacent to the Crown, Cork
and Seal property. To alleviate this problem, it may be
necessary to rechannel the existing drainage ditch.
Please contact this office if you have any questions regarding
the above comments. We cannot grant our approval of the proposed
Fax: 703/678-0682 - P.O. Box 601 - Winchester, Virginia - 22604
Mr. Terry Bishop
Page Two
February 15, 1994
warehouse addition until the storm drainage issues are satisfactorily
resolved.
Sincerely,
Harvey Strawsnyder, Jr., P.E.
Directo of Public Works
HES:rls
cc: file