HomeMy WebLinkAboutFredericktowne Estates Sections 5, 6 and 7 Opequon District - Backfile (2)RECEIPT
N'^ 025Q13
AMOUNT DUE
$ 3, 3yp,o()
AMOUNT PAID
BALANCE DUE
PAID BY
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I CHECK 193
OTHER
ADDRESS
THE SUM OFj/ 4e_e_ d%/ .l ic.rV�-�Lr /ter �A1�t'// / D S .3 3 / , O d
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DAY -TIMERS RE -ORDER No. 3221 —Printed in USA
* STAFF SUBDIVISION CHECKLIST *
This application is not complete if the following are not included:
SUBMISSION PACKAGE
Comments sheets from the following agencies along with any marked copies of
the plan;
VDOT V City of Winchester
Sanitation Authority ✓ Health Department
Inspections Dept. ✓ Parks & Recreation
Fire Marshal Road Naming Coordinator
County , Engineer
l ., q/ One copy of the subdivision application
✓ 15 copies of the plan on a single sheet
One reproducible copy of the plan (if required)
A 35mm. slide of the plan
TRACKING
Date
41/ 9 9/ Application received
/.o-�
�� Fee Paid (amount $ Q . ) / - 3 YO, l9-d
�- aGt se'1514-
io ,( 4iSubdivision heard by Planning Commission. Action taken
Subdivision heard by Board of Supervisors. Action taken
Final plat submitted with review agency signatures and;
deed of dedication bond estimate $
✓ Plat signed by Planning Director ,�o - r-
lat signed by Subdivision Administrator
/V W-43 House numbering assigned Info added to annual report disk
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6K783fc0954
FINAL PLAT
Fredericktowne Estates — Section 5
OPEQUON MAGISTERIAL. DISTRICT
FREDERICK COUNTY, VIRGINIA
"PROJECT
D AREA
�✓
fee
¢ Peale *20
�VICINITY MAP �. ` r, ;,
APPROVED BY11
r
FRED. CO. SANITATION AUTHORITY [GATE y%�d
PLANNING COMMISSION DAZE a
SUBDIVISION ADMINISTRATOR DATE - Z
i;
VA. DEPT. OF TRANSPORTATION DATE /3
OWNER'S CERTIFICATE
The above and foregoing subdivision of the land of Top of Virginia Development
Corporation, as appears in the 4copmpanying plats, is with the consent and in accordance
with the desires t undersignsd owners, proprietors, and trustees, if any.
yj
SURVEYOR'S CERTIFICATE #'
I hereby certify that the land contained in this subdivision is a pqrvoji of the land
conveyed to Top of Virginia Development Corporation by deed dated IFLI, 199A,
said dead recorded in the Office of the Clerk of the Circuit Court of Frederick County,
Virginia in Dead Book . at page ;
P. Duane Brown, C.L.S.
o ,qp
P. DUANE Date: September 16, 1991 COVER SHEET;
BROWN
NO.1285 gilhert w. cliffor associatcs, inc. Shut
A hnjimrs . Lend Plsaners of -
'% surveyors
LANDS 150-C old. ar� " Dd.. 200 N..w cm— saw
H.d.WuY.rs. Vtrd.4 32401 C703) 9e9-21U WiwbM [. Vbrgh . 22601 (707) "7.2139
11083FG
CURVE TABLE
NO.
o
RaDIU1
ARR
TAN.
9jM
2H.BEARING
1
36"45'29"
196.00'
125.10'
64.79'
122.97'
N31 e41'58"E
2
16°46'30"
600.00,
175.67'
88.47'
175.04'
N44°43'32"W
3
90000,00"
35.00'
54.98'
35.00'
49.50'
S81 °53'13"W
4
08023'15"
575.00'
84.17'
42.16'
84.10'
N48055'10"W
5
08"23'15"
575.00'
84.17'
42.16'
84.10,
N40°31'55"W
6
93e35'00"
35.00'
57.1 T
37. '
1.4 '
S83e07'48"E
7
00054'12"
625.00,
9.85,
4.93'
9.85,
S36047'24"E
8
07056'09"
625.00'
86.57'
43.35'
6. 0'
41-12-34"E
9
07e56'09"
625.00'
MST 1
43.35'
86.50'
S49-08-43"E
10
90000,000
35.00'
54.98' 1
35.00'
49.50'
S08e06'47"E
Area Summary
Area in Lots 4,3790 Acres
Area 1n R/W 1.216� Acres
Total Area Subdivided 5.5953 Acres
No. of Lots 13
Average Lot Size 14,673 Sq. Ft.
Open Space Easement Provided (This Section)
Total Open Space Easement Required to Date
Total Open Space Easement Provided to'Date
/"-I T11 0�1
P. DUANE
BROWN
1285
LAND
0.9456 Ac.
7.6079 Ac.
7.4337 Ac.
FREDERICKTOWNE ESTATES -SECTION 5 f
Date: September 16, 1991
Curve Table
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0
m
206.38'
„ N53'06'47:W 125.13'
Patrick Place (50' R/W)
DI•
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124 1
w' 123
- M v 112,242 Sq. Ft.
V) Ln
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N53'06'47'W 95.1.3'
N37'25'34•W
206.87'
FUTURE
DEVELOPMENT
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RIGHT-OF-WAY LINE.
ALL LOTS ARE SINGLE FAMILY DETACHED -TRADITIONAL
ALL LOTS ARE SUBJECT TO A 20' SLOPE & DRAINAGE
EASEMENT ALONG ALL RIGHTS -OF -WAY AND A 10'
UTILITY & DRAINAGE EASEMENT ALONG ALL PROPERTY
LINES
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N53-06'47"7150.00'
47
Ex. Fredericktowne Estates
tr
Section 2
NOTE: MINIMUM SETBACK REOUIREM.14
FRONT SETBACK- 35'
SIDE SETBACK- 10'�
REAR SETBACK- 25'k,
FREDER I CKTOWNE ESTATES - SECTION 5
t Date: September 16, 1991 Scale: 1 "-50'
gilbert w. cliffor 8c associates, inc.
IIoswe.re • Lend Plaum.
Surveyors
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8K783PG 57
Temporary ( Temporary I
Turn -Around TUrn-Around FUTURE ,
Easement DEVELOPMENT '
544' 43'32"E
S53'06'47"E ` 300.13'
:. ..,-,:..:.:.......... .. • . i.._. r:.;.. 30,00 30.00' 145.00'
757
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N53'0647"W 125.13'
Patrick Place (50' R/W)
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123
124
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ALL LOTS ARE SINGLE FAMILY DETACHED -TRADITIONAL
ALL LOTS ARE SUBJECT TO A 20' SLOPE & DRAINAGE
EASEMENT ALONG ALL RIGHTS -OF -WAY AND A 10'
UTILITY 6 DRAINAGE EASEMENT ALONG ALL PROPERTY
LINES
601
(See sheet 3 of 5)
NOTE: MINIMUM SETBACK REQUIREMEN
FRONT SETBACK- 35':�.
SIDE SETBACK- 10'
REAR SETBACK- 25'
0�� FREDER I CKTOWNE ESTATES - SECTION 5
r �
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BROWN �� � ,
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DENOTES IRON ROD TO BE SET NOTE: MINIMUM SETBACK REQUIREMENTS
ON PROPERTY LINE 35' FROM FRONT SETBACK- 35'
RIGHT-OF-WAY LINE. SIDE SETBACK- 10'
REAR SETBACK- 25'
N53'06'47"W
95.13,
ALL LOTS ARE SINGLE FAMILY DETACHED -TRADITIONAL
ALL LOTS ARE SUBJECT TO A 20' SLOPE & DRAINAGE
EASEMENT ALONG ALL RIGHTS -OF -WAY AND A 10''
UTILITY & DRAINAGE EASEMENT ALONG ALL PROPERTY
LINES
� ►TN 0,P7 . FREDER I CKTOWNE
ESTATES — SECT I ON 5
P. DUANE C� Date; September 16, 1991
Scale: 1"-50'
BROWN
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"•`' -�(" CLERK
BK783NG0949.
THIS DEED OF DEDICATION, made and dated this — /5-M day of July, 1992,
by and between TOP OF VIRGINIA DEVELOPMENT CORPORATION, a Virginia
corporation, party of the first part, and FREDERICK COUNTY, VIRGINIA, party
of the second part.
WHEREAS, the party of the first part is the owner in fee simple of the
real estate shown on the attached plats drawn by P. Duane Brown, C:L.S.,
dated September 16, 1991, known as Fredericktowne Estates, Section V, which
is the same real estate conveyed to the party of the first part by deed
dated E8_/ 1.99,Z4 from Lewis M. Costello, et als, said deed of
record .in the Office of the Clerk of the Circuit'Court of Frederick County,
Virginia, in Deed Book •77.Z, at Page PA3 ; and,
WHEREAS, said real estate, as shown on the aforesaid attached plats,
has been subdivided into lots, which plats show the metes and bounds of the
subdivided land, together with the dimensions of each lot thereof and those
certain drainage and open space easements, and easements reserved for
installation and maintenance of water and sewer facilities for said lots.
NOW, THEREFORE, THIS DEED OF DEDICATION WITNESSETH:
That for and in consideration of the premises and the benefits which
will accrue by reason of this dedication, the party of the first part does
hereby subdivide, grant and dedicate in fee simple that certain tract or
parcel of land designated Fredericktowne Estates, Section V, lying and
being situate in Opequon Magisterial District, Frederick County, Virginia,
and being more particularly described by the aforesaid plats of P. Duane
Brown, C.L.S., dated September 16, 1991, attached hereto and made a part
hereof and by this reference incorporated herein as if set out in full.
RESTRICTIONS AND COVENANTS
All of the lots shown on the plats attached hereto shall be subject to
the following restrictions and covenants which are covenants running with
the land, and shall be binding upon all parties having any right, title and
interest in and to the aforesaid lots or any part thereof, their heirs,
successors and assigns, and shall inure to the benefit of eacls owner
thereof.
1. The lots shall be used exclusively for residential purposes. No''
business or occupation of any kind other than a "home occupation" shall be.
carried on or permitted upon these lots. A "home occupation" is defined to
be an occupation carried on by the occupant of a dwelling as a secondary
use in connection with which there is no display, and no one is employed
other than members of the family residing on the premises. No building
shall be erected, altered, placed or permitted -to remain on any lot other
than one single-family detached dwelling, garage and other approved
structures for use solely by the occupants. Except for those related tp
real estate sales and construction, no sign, advertisement or message other
than for identification purposes only shall be displayed or published which
offers or implies commercial or professional services, or which may
constitute any other kind of business solicitation in or from any residence
or residential property. No buildings, structures, or signs of any type
may be placed or erected on any portion of the "OpenoSpace Easements" as
shown on the attached plats. Notwithstanding the foregoing, Top of
Virginia Development Corporation or its successors in interest may, for a
period not to exceed two years from the date of this instrument, erect,
maintain and operate real estate sales and construction offices, model
homes, displays, signs and special lighting on any part of the property and
on or in any building or structure now or hereafter erected thereon while:
owned by Top of Virginia Development Corporation or its successors in
interest.
BK783FGO950
2. No clothing, laundry, or wash shall be aired or dried at any time
on the open space easements, as set forth below, nor on any portion of the
lots in any area other than in the rear yard of the lots.
3. No noxious or offensive activity shall be carried on upon any lot,
nor shall anything be done or placed thereon which may become an annoyance
or nuisance to the neighborhood. Owners shall at all times maintain their
property and all appurtenance thereto in good repair and in a state of neat
appearance. All lawn areas shall be kept mowed and shall not be permitted
to grow beyond a reasonable height.
4. No sign of any kind that is illuminated and/or larger than two
square feet shall be displayed to the public view on any lot, except
temporary real estate signs not more than four square feet in area
advertising the property for sale or rent, and except as provided elsewhere
herein.
5. No animals shall be kept or maintained on any lot except common
household pets such as dogs and cats, provided that they are not kept, bred
or maintained for commercial purposes and do not create a nuisance or
annoyance to surrounding lots nor the neighborhood and are in strict
compliance with applicable Frederick County ordinances.
6. Trash and garbage containers shall not be permitted to remain in
public view except on days of trash collection. No accumulation or storage
of litter, new or used building materials, or trash of any kind shall be
permitted on any lot.
7. The exteriors of all structures, including walls, doors, windows_
and roofs, shall be kept in good maintenance and repair. No structure
shall be permitted to stand with its exterior in an unfinished condition
for longer than six months after the commencement of construction. In the
event of fire, windstorm or other damage, the exterior of no structure
shall be permitted to remain in a damaged condition for longer than three
months.
8. No dwelling shall be erected upon said lot shown on the attached'
plats which shall contain less than 1,200 square feet of finished floor
area. No multiple story dwelling shall contain less than 750 square feet
of ground floor area. All residential structures facing a street must be
at least 26 feet wide. Such areas shall be exclusive of porches, patios,
car ports, basements, and attics. Any garage, carport or car shelter'
constructed on said lots shall be attached to and be a part of the main
structure. Top of Virginia Development Corporation reserves for itself and
its successors in interest the right to determine what structure is to be
regarded as a two-story dwelling so long as any lot in the subdivision is
unsold.
9. No lot on the attached plats shall at any time be subdivided,
conveyed, leased, nor sold except as a whole, unless such subdivision,
conveyance, lease or sale involves multiple lots so that each of the
portions into which the lots are divided for the purpose of subdivision,
conveyance, lease or sale results in the lots being created for the purpose
of such subdivision, conveyance, lease or sale, as well as each of the lots
remaining after such subdivision, conveyance, lease or sale, being of a
size larger than the lots as shown on the plats which is recorded with this
instrument. Top of Virginia Development Corporation, however, for itself
and its successors in interest, reserves the right to resubdivide any of
the lots shown on the attached plats and to alter, amend and change any lot
lines or subdivision plan so long as it owns any of said lots; except that
no provision for open space easements may be amended without the approval
of Frederick County.
10. No fence, hedge or other visual barrier shall be erected or
planted in the front yard of any lot shown on the attached plats, and no
tree, hedge, or shrub planting shall be maintained anywhere on any lot in
E
BK783FG0951
such a manner as to obstruct sight lines for vehicular traffic. Fencing of
back yards may include side yards to a limit of one-half the depth of each
dwelling only, but may not enclose any parts of the open space easements,
as set forth below. Any fence or wall built on any lot shall be maintained
in a proper manner so as not to detract from the value and desirability of
surrounding property.
11. No junk vehicles, recreational vehicles, house trailers, or
commercial industrial vehicles, such as (but not limited to) moving vans,
trucks, tractors, trailers, vans, wreckers, hearses, buses, boats, boating
equipment, travel trailers, or camping 2quipmeAt shall be regularly or
habitually parked on any public streets within Fredericktowne Estates
Section V, or otherwise parked within the boundaries of the subdivision.
No vehicle may be parked for a period greater than sixty days on any lot or
on any platted street as shown on the attached plats unless such vehicle
bears a currently valid Virginia vehicle inspection windshield sticker. No
vehicles or other equipment mentioned above may be parked or placed on the
open space easements, as set forth below, at any time. Notwithstanding the
foregoing, Top of Virginia Development Corporation or its successors in
interest may, for a period not to exceed two years from the date of this
instrument, erect, maintain and operate real estate sales and construction
offices, model homes, displays, signs and special lighting on any part of
the property and on or in any building or structure now or hereafter
erected thereon while owned by Top of Virginia Development Corporation or
its successors in interest.
12. No exterior antennas or satellite dishes shall be erected or
placed on any lot or attached to any dwelling.
13. The provisions of Paragraphs 4,.6, 7, 10, and 11 shall not apply
to the construction or development of improvements on any lot by Top of
Virginia Development Corporation or its successors in interest, commencing
within two years from the date of submission of said lot to these
restrictive covenants.
14. Any lease or rental agreement must be for a period of at least
thirty days and must be subject to the rules and regulations set forth in
these restrictive covenants.
15. All lots are required to observe building restriction lines as
indicated on the legends of the plats attached hereto, in addition to those
applicable requirements of applicable Frederick County ordinances. For the
purpose of establishing building restriction lines on lots which include an
open space easement within their boundaries, the building restriction lines
shall be measured from the boundary of the easement closest to the
building, and not from the lot boundary, so that buildings are set back
from said easements the required distance(s).
16. Top of Virginia Development Corporation reserves the right for
itself and its successors in interest to waive any one or all of the
restrictive covenants, conditions, reservations, or restrictions as to any
or all lots, except that it cannot change the provisions concerning open
space easements without the permission of Frederick County and except that
it cannot change the development from residential to commercial. This
waiver shall not affect the binding effect of the covenants, restrictions,
and conditions upon any other lots. Top of Virginia Development`
Corporation does further reserve the right for itself and its successors in
interest to impose additional restrictive covenants, conditions,
reservation, and restrictions on any or all lots and such imposition shall
not affect the binding effect of these provisions upon any other lots.
17. Any Fredericktowne Estates, Section V, homeowner shall have the
right to enforce, by a proceeding at law or in equity, all restrictions,
covenants, and conditions now or hereafter imposed by the provisions of
this deed. Failure by any homeowner to enforce any right, restriction,
provision, condition, or covenant granted by this deed and declaration
i3
BK783PGO952
shall not constitute a waiver of the right of such homeowner to enforce
such right, restriction, provision, condition, or covenant in the future.
18. Invalidation of any one of these covenants or restrictions by
judgment or court order shall in no way affect any other provisions, which
shall remain in full force and effect.
OTHER MATTERS
1. The property dedicated hereby is subject to those certain
easements designated "Open Space Easement" on the aforesaid attached plats,''
Top of Virginia Development Corporation does hereby grant and convey unto.,
Frederick County perpetual easements over those portions of Lots 116, 117,
119, 120, 121 and 122, Fredericktowne Estates, Section V, as shown on the ,,,
attached plats, and hereby imposes the following additional restrictive
covenant on the use of said easements, which covenant runs with the land,''
and shall be binding upon all parties having any right, title and interest
in and to the affected lots or any part thereof, their heirs, successors.
and assigns, and shall inure to the benefit of each owner in Fredericktowne
Estates Section V. (Said easements remain subject to all other
restrictions and covenants set forth above.)
The owner(s) of Lots 116, 117, 119, 120, 121 and 122, Fredericktowne
Estates, Section V shall each be responsible for maintaining that portion
of the open space easements on their lot or lots. Frederick County
representatives may enter the affected properties from time to time for the
purpose of inspection and enforcement of the terms of this easement after
permission from or reasonable notice to the owner. In the event that any
lot owner(s) shall fail to maintain his or her portion of the open space
easement in reasonable order and condition, Frederick County may take such
action as authorized by the Frederick -County Zoning Ordinance. The
Frederick County Zoning Ordinance is by this reference made a part hereof
as if set out in full.
Nothing herein shall be construed to convey to the public a right of
access or use of the open spaces. The parties of the first part, for
themselves and their successors and assigns, including the owner or owners
of any lot or lots in Fredericktowne Estates, Section V, hereby retain
exclusive right to such access and use, except.as set forth above.
2. The property dedicated hereby is subject to those certain
easements or rights of way designated "San. Sewer Easement" on the
aforesaid attached plats. Top of Virginia Development Corporation does
hereby grant and convey unto the Frederick County Sanitation Authority a
perpetual right of way or easement over the aforesaid rights of way for the
installation and maintenance of water and sewer lines and any related
facility designated on the aforesaid plats as "San. Sewer Easement".
3. The property dedicated hereby is subject to those certain'
easements or rights of way designated "Drainage Easement" on the aforesaid
attached plats, for the purpose of surface water drainage easement. No
structures of any kind which substantially impede or obstruct the flow or
ponding of surface drainage water may be placed within said surface water
drainage easements designated on the aforesaid attached plats. Said
surface water drainage easements may not be altered or modified without the
prior consent of the County of Frederick, and Top of Virginia Development
Corporation does hereby grant and convey unto the County of Frederick a
perpetual right of way or easement over the aforesaid designated surface
drainage easements for the purpose of so providing surface drainage. Top
of Virginia Development Corporation does further agree that the County of
Frederick shall be under no obligation to maintain said surface drainage
easements.
No owner of any lot shall interfere with the natural drainage of
surface water from such lot to the detriment of any other property shown on
said plats.
4
� • 1
6x783PG0953
4. Top of Virginia Development Corporation reserves unto itself, its
successors or assigns, the right to erect, maintain, operate and replace
underground and above ground telephone and electric light conduits, related
equipment, and other facilities, sewer, gas, water, and television lines
and related equipment, and other utility equipment where such utility lines
and equipment are now located and along a strip 10 feet along the front and
rear boundary lines and a strip 5 feet along the side boundary lines of
each lot and along those areas intended for public access on the attached
plats and over the open space easements as needed. In addition, there
shall be service easements for each lot for all public utilities upon any
of the lots shown which shall exist atIthe location of such utilities at
the date each lot is conveyed. or shall be located as such utilities are
actually extended to the individual lot after the call for connection by
the lot owner.
5. The covenants and restrictions of this deed shall run with and
bind the land, and shall inure to the benefit of and be enforceable by the
owner of any lot subject to this deed and declaration, his legal
representatives, heirs, successors and assigns, for a term of ten years
from the date this deed and declaration is recorded, after which time said
covenants shall be automatically extended for successive periods of ten
years. The covenants and restriction so this deed and declaration may be
amended in whole or in part, provided that any such amendment during the
first ten-year period shall have the assent of not less than seventy-five
percent of the lot owners, and thereafter any amendment shall have the
assent of no less than sixty percent of the lot owners. Any amendment must
be property executed and acknowledged by the lot owners and recorded among
the land records of Frederick County, Virginia.
The platting and dedication of the herein described land is made
in accordance with the statutes made and provided in such cases, and is
with the free consent and in accordance with the desire of Top of Virginia
Development Corporation, sole owner and proprietor of the land embraced
within the bounds of said subdivision, as evidenced by the signature of its
president.
WITNESS the following signature and seal on behalf op of Virginia
Development Corporation:
[SEAL]
DAVID B ID r siden
STATE OF VIRGINIA
CITY OF WINCHESTER, to -wit:
Acknowledged before me this Z�_ day of July, 1992, by David B.
Holliday, who is Presid nt of Top of Virginia Development Corporation, a
Virginia corporation, on behalf of the corpprat"TT�
NOTARY PUBLIC FhR THE STATE OF VIRGINIA
My commission expires:_._44'dg4ff SLR
(4tovs5&6.f)
5
s
BK806 630
FINAL PLAT
Fredericktowne Estates — Section 6
OPEQUON MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
'PROJECT
r
• ''3�`>��� �i' 1 � °�' / � ; it
i
�
lam• �-1� •�� 19� / � �.►
APPROVED BY
FRED. CO. SANITATION AUTHORITY l `/� DATE
PLANNING COMMISSION DATE 3
SUBDIVISION ADMINISTRATOR DATE
VA. DEPT. OF TRANSPORTATION �zL— • � .. DATE #1-319— Z
OWNER'S CERTIFICATE
The above and foregoing subdivision of the land of Top of Virginia Development
Corporation, as appears in the accompanying plats, is with the consent and in accordance
with the desires of �hV undersigned owners, proprietors, and trustees, if any.
SURVEYOR'S CERTIFICATE
I hereby certify that the land contained in this subdivision is a portion of the land
conveyed to Top of Virginia Development Corporation by deed dated , 1992
said deed recorded in the Office of the Clerk of the Circuit Court of Frederick County,
Virginia in Deed Book := at page
P. Duane Brown, C.L.S.
�/,t,LT1f 0��j
rP. DUANE ��' Date: September 17, 1991 COVER SHEET
�,rD Bk� NAY
n NO. 1285 gilbert w. cliffor 8c associates, inc.
Ensineers • Lend Planners
J Surveyors
EA ND SIP- ISO-C OW. 01-1.e Nil. 200 N.,h 0-- svr
-.d--. s. Vbsk" 22401 (703) 699-2115 Vbg1.0 22601 (703) 667-2139
Sheet
1
of
6
Ct1RVF TORI F
NO.
0
RADIUS
ARC
TAN.
CHORD
CKBEARING
1
36e45'29"
195.00'
125.10'
64.79'
122.97'
S31e41'58"W
2
106e46'30"
220.00'
409.99'
296.09'
353.18'
SOOe16'28"W
3
48011'23"
25.00'
21.03'
11.18'
20.41'
N12014'36"W
4
78e07'48"
50.00'
68.18'
40,58'
63.02'
N27e12'49"W
5
48e37'53"
50.00'
42.44'
22.59'
41.18'
S89e24'21 "W
6
48e37'53"
50.00,
42.44'
22.59'
41.18'
S40e46'27"W
7
48e37'53"
50.00,
42.44'
22.59'
41.18'
807e51'26"E
8
52021'18"
50.00'
45.69'
24.58'
44.12'
S58021'02"E
9
48011'23"
25.00'
21.03'
11.18,
20.41'
S60e25'59"E
10
87057'12"
35.00'
53.73'
33.77'
48.61'
S07038'18"W
11
23056'00"
245.00'
102.34'
51.93'
101.60'
S39038'54"W
12
14e21'41"
245.00'
61.41'
30.87'
61.25'
S20030'04"W
13
14e21'41"
245.00'
61.41'
30.87'
61.25'
S06008'22"W
14
14e25'58"
245.00'
61.72'
31.02'
61.55'
S08e15'27"E
15
19e00'40"
245.00'
81.29'
41.02'
80.92'
S24058'46"E
16
1 8037'41 "
245.00'
79.65'
40.18'
79.30'
S43e47'57"E
17
90000,00"
50.0-0'
78.54'
50.00,
70.71'
N81e53'13"E
1 8
74018'47"
50.00'
64.85'
37.89'
60.40'
N00016'1 1 "W
19
75024'14"
50.00,
65.80'
38.65'
61.16'
N75e07'41"W
20
82e06'40"
25.00'
35.83'
21.77'
32.84'
N71e46'28"W
21
1 44002-22"
1 195,00'
1 149.88'
' 78.86'
146.22'
N08041'58"W
Area in Lots
Area in R/W
Area Summary
5.7123 Acres
1.0000 Acres
Total Area Subdivided 6.7123 Acres
No. of Lots 16
Average Lot Size 15,552 Sq. Ft.
Open Space Easement Provided (This Section)
Total Open Space Easement Required to Date
Total Open Space Easement Provided to Date
O���ALrH OIL?
o� P, DUANE
V'oWN
oo >
NO. 1285
No L4ND "�,
0.3817 Ac.
8.6 147 Ac.
7.8 154 Ac.
FREDER I CKTOWNE ESTATES - SECTION 6
9 Date: September 17, 1991 1 Curve Table I
gilbert w. cliffor &- associates, inc.
Bn{ineers - Land Planners
Surveyors
130-C old. a..o.t+ee D.W.
Hd.tick.►ur{. VtrgeJ. 22401 (703) 996-2113
200 none 0- Saw
Mieeuter. Vtr{1e1. 27601 (707) 667-2139
Sheet
2
of
6
r
5
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VIP
o) �ry0
..... � 131
20 Drain Sheet a�,�a y or 6)
9e Fa
\ Sg •30 54 Fement
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130
4 \10,650 Sq. Ft./ l6
53 LA
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536'53'13"W 84.01
/ 43.28' 40.78'
51
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0 DENOTES IRON ROD TO BESET
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1 129
I 14,703E
20' San.
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I
20' Dr
Eas
90.71
536' 53' 13'W 181.56'
Ex. Golladay Road
ALL LOTS ARE SINGLE FAMILY DETACHED -TRADITIONAL
ALL LOTS ARE SUBJECT TO A 20' SLOPE & DRAINAGE
EASEMENT ALONG ALL RIGHTS -OF -WAY AND A 10'
UTILITY & DRAINAGE EASEMENT ALONG ALL PROPERTY
LINES
000
C P. DUANE
BROWN i
NO. 1285
L4 ND `rJJ
U
(60' R/W) ,.
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cv
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NOTE: MINIMUM SETBACK REQUIREMENTS
FRONT SETBACK- 35'
SIDE SETBACK- 10'
REAR SETBACK- 25'
FREDEP I CKTOWNE ESTATES - S-ECT I ON 6
Date: September 17, 1991
Scale: 1'-50'
gilbert w. cliffor 8c associates, inc. Sheet
En`lowrs - Land Plannere
Surveyors 6
150•c ow e1—M Dd..
)tid."d-a. Vkgkk 2201 (703) 10641U
300 N.N C_ so-
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136 beet S
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135
11
134 \ \
19,524 Sq. Ft.
12 -�
20.94• _ / 3
133 '
/ 21,058 Sq. Ft.
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17,717 Sq. Ft. 1
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13,867 Sq. Ft.
• DENOTES IRON ROD TO BE SET \�,�•'•'\
ON PROPERTY LINE 35' FROM
55
RIGHT-OF-WAY LINE. '
NOTE: MINIMUM SETBACK REQUIREMENTS �00 �o '''� •'S�
FRONT SETBACK- 35'sfd
0
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aj
130
SIDE SETBACK- 10' e e
o0 'F� �•;•, .•
REAR SETBACK- 25' ,�� o�� .,,• (See Sheet 3 of 6)
ALL LOTS ARE SINGLE FAMILY DETACHED -TRADITIONAL l 1 0.32'
ALL LOTS ARE SUBJECT TO A 20' SLOPE & DRAINAGE t�••.'.'•' l30.00:
EASEMENT ALONG ALL RIGHTS -OF -WAY AND A 10'
UTILITY & DRAINAGE EASEMENT ALONG ALL PROPERTY / 53
LINES
FREDER I CKTOWNE ESTATES - SECTION 6
9 P, DU Date: September 17, 1991 Scale: 1 "-50'
NO, 1295 gilbert w. cliffor associates, inc. Sheet
Engineers • Land Pl.nnm. of
(AND 6J uo.c ou. o—Wh Dd" Surveyors 2w rker 1fa--.. f — 6
14d2Aa{, vke)•k 22401 (M) WS-211J Irlskre4 oft"3Lo1 (et) "7.21M
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i410
3 4 FUTURE DEVELOPMENT
265 J 7
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138 to IV.]
12,109 Sq. Ft. t v
139
/ 137
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15 619 S Ft
— _205.71
1
\136
\ 18,185 Sq. Ft.
i
/ / N35• 5'9/ /
/
/ I
135
\ 12,695 Sq. Ft.
• DENOTES IRON ROD TO BE SET
ON PROPERTY LINE 35' FROM
RIGHT-OF-WAY LINE.
12
NOTE: MINIMUM SETBACK REQUIREMENTS
FRONT SETBACK- 35'
SIDE SETBACK- 10'
REAR SETBACK- 25'
ALL LOTS ARE SINGLE FAMILY DETACHED -TRADITIONAL
ALL LOTS ARE SUBJECT TO A 20' SLOPE & DRAINAGE
EASEMENT ALONG ALL RIGHTS -OF -WAY AND A 10'
UTILITY & DRAINAGE EASEMENT ALONG ALL PROPERTY
LINES
0TH O�
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P. DUANET.
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ROWN
NO. 1295
LAND
1401
3
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141
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142
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42"W
62.31'_ Nil ZD,vv A
550.04' 2"W
87.36'„
126 ,� 3
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Ex. Frederlcktowne,Estates
Section 5
122
FREDER I CKTOWNE ESTATES - SECTION 6
Date: September 17, 1991
Scale: 1 "-50'
gilbert w. cliffor dX associates, inc. Sheet
EnSimord • Lmd Pkinim of
Surveyors 6
uo-c ow ftke RM
A.d-iukAvd. VkdIW 22401 (M) N04115
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137
140
17,836 S
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136 (123.04) 173
S53.39'42"W
9 3---- ..
3 LA_
141 d
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1 In o, ri ri n
V. v N N I`° 20'IDrainage Easement 0
a�
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sugge Circle 553*39*4
S r7' R / W 50.00'
62.31 _
S50,
126
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ON PROPERTY LINE 35' FROM
RIGHT-OF-WAY LINE,
°p 13
6
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1 142 (A
N I 14,949 Sq. Ft. n
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553'39'42'W 181.38'
Ex.:Fredericktowne Estates
I Section 5
ALL LOTS ARE SINGLE FAMILY DETACHED -TRADITIONAL
ALL LOTS ARE SUBJECT TO A 20' SLOPE & DRAINAGE
EASEMENT ALONG ALL RIGHTS -OF -WAY AND A 10'
UTILITY & DRAINAGE EASEMENT ALONG ALL PROPERTY
SINES
122
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NOTE: MINIMUM SETBACK REQUIREMENTS
FRONT SETBACK- 35'
SIDE SETBACK- 10'
REAR SETBACK- 25'
o$T)�4v
FREDERICKTOWNE ESTATES - SECTION 6
_T P. DUDate: September 17, 1991Scale: i"-50'
�WNO, 12gilbert w.
VIRGINIA: FREDERICK COUNTY, 9C -
This instrument of writing was producedao.c oa. on—bb Dd•. to on the .. daY pf 0(AWNnr.rkw v1,51." 2U01 (w) "1.2 19 3 ta__ r_ rd with certificate w
of acknowledgment thereto annexed was
admitted to record.
a CLERK
Sheet
of
6
eKsasF��625
THIS DEED OF DEDICATION, made and dated this 20th day of July, 1992, by
and between TOP OF VIRGINIA DEVELOPMENT CORPORATION, a Virginia corporation,
party of the first part, and FREDERICK COUNTY, VIRGINIA, party of the second
part.
WHEREAS, the party of the first part is the owner in fee simple of the
real estate shown on the attached plats drawn by P. Duane Brown, C.L.S., dated
September 16, 1991, known as FREDERICKTOWNE ESTATES, SECTION VI, which is the
same real estate conveyed to the party of the first part by deed dated
February 21, 1992, from Lewis M. Costello, et als, said deed of record in the
Office of the Clerk of the Circuit Court of Frederick County, Virginia, in
Deed Book 772 at Page 1423; and,
WHEREAS, said real estate, as shown on the aforesaid attached plats, has
been subdivided into lots, which plats show the metes and bounds of the
subdivided land, together with the dimensions of each lot thereof and those
certain drainage and open space easements, and easements reserved for
installation and maintenance of water and sewer facilities for said lots.
NOW, THEREFORE, THIS DEED OF DEDICATION WITNESSETH:
RESTRICTIONS AND COVENANTS
That in consideration of the premises and the benefits which will accrue
by reason of this dedication, the party of the first part does hereby
subdivide that certain tract of land designated as Fredericktowne Estates,
Section VI, situate in Opequon Magisterial District, Frederick County,
Virginia, and being more particularly described by the aforesaid plats of P.
Duane Brown, C.L.S., dated September 16 1991, attached hereto and made a part
hereof and by this reference incorporated herein as if set out in full; and
does hereby dedicate the streets and roadways shown thereon to Frederick
County for public use.
All of the lots shown on the plats attached hereto shall be subject to
the following restrictions and covenants which are covenants running with the
land, and shall be binding upon all parties having any right, title and
interest in and to the aforesaid lots or any part thereof, their heirs,
successors and assigns, and shall inure to the benefit of each owner thereof.
1. The lots shall be used exclusively for residential purposes. No
business or occupation of any kind other than a "home occupation" shall be
carried on or permitted upon these lots. A "home occupation" is defined to be
an occupation carried on by the occupant of a dwelling as a secondary use in
connection with which there is no display, and no one is employed other than
members of the family residing on the premises. No building shall be erected,
altered, placed or permitted to remain on any lot other than one single-family
detached dwelling, garage and other approved structures for use solely by
the occupants. Except for those related to real estate sales and
construction, no sign, advertisement or message other than for identification
purposes only shall be displayed or published which offers or implies
commercial or professional services, or which may constitute any other kind of
business solicitation in or from any residence or residential property. No
buildings, structures, or signs of any type may be placed or erected on any
portion of the "Open Space Easements" as shown on the attached plats.
Notwithstanding the foregoing, Top of Virginia Development Corporation or its
successors in interest may, for a period not to exceed two years from the date
of this instrument, erect, maintain and operate real estate sales and
construction offices, model homes, displays, signs and special lighting on any
part of the property and on or in any building or structure now or hereafter
erected thereon while owned by Top of Virginia Development Corporation or its
successors in interest.
BK808PG 1 626
2. No clothing, laundry, or wash shall be aired or dried at any time
on the open space easements, as set forth below, nor on any portion of the
lots in any area other than in the rear yard of the lots.
3. No noxious or offensive activity shall be carried on upon any lot,
nor shall anything be done or placed thereon which may become an annoyance
or nuisance to the neighborhood. Owners shall at all times maintain their
property and all appurtenance thereto in good repair and in a state of neat
appearance. All lawn areas shall be kept mowed and shall not be permitted
to grow beyond a reasonable height.
4. No sign of any kind that is illuminated and/or larger than two
square feet shall be displayed to the public view on any lot, except
temporary real estate signs not more than four square feet in area
advertising the property for sale or rent, and except as provided elsewhere
herein.
5. No animals shall be kept or maintained on any lot except common
household pets such as dogs and cats, provided that they are not kept, bred
or maintained for commercial purposes and do not create a nuisance or
annoyance to surrounding lots nor the neighborhood and are in strict
compliance with applicable Frederick County ordinances.
6. Trash and garbage containers shall not be permitted to remain in
public view except on days of trash collection. No accumulation or storage
of litter, new or used building materials, or trash of any kind shall be
permitted on any lot.
7. The exteriors of all structures, including walls, doors, windows
and roofs, shall be kept in good maintenance and repair. No structure
shall be permitted to stand with its exterior in an unfinished condition
for longer than six months after the commencement of construction. In the
event of fire, windstorm or other damage, the exterior of no structure
shall be permitted to remain in a damaged condition for longer than three
months.
8. No dwelling shall be erected upon said lot shown on the attached
plats which shall contain less than 1,200 square feet of finished floor
area. No multiple story dwelling shall contain less than 750 square feet
of ground floor area. All residential structures facing a street must be
at least 26 feet wide. Such areas shall be exclusive of porches, patios,
car ports, basements, and attics. Any garage, carport or car shelter
constructed on said lots shall be attached to and be a part of the main
structure. Top of Virginia Development Corporation reserves for itself and
its successors in interest the right to determine what structure is to be
regarded as a two-story dwelling so long as any lot in the subdivision is,
unsold.
9. No lot on the attached plats shall at any time be subdivided,
conveyed, leased, nor sold except as a whole, unless such subdivision,
conveyance, lease or sale involves multiple lots so that each of the
portions into which the lots are divided for the purpose of subdivision,
conveyance, lease or sale results in the lots being created for the purpose
of such subdivision, conveyance, lease or sale, as well as each of the lots
remaining after such subdivision, conveyance, lease or sale, being of a
size larger than the lots as shown on the plats which is recorded with this
instrument. Top of Virginia Development Corporation, however, for itself
and its successors in interest, reserves the right to resubdivide any of
the lots shown on the attached plats and to alter, amend and change any lot
lines or subdivision plan so long as it owns any of said lots; except that
no provision for open space easements may be amended without the approval
of Frederick County.
10. No fence, hedge or other visual barrier shall be erected or
planted in the front yard of any lot shown on the attached plats, and no
tree, hedge, or shrub planting shall be maintained anywhere on any lot in
2
BK808PG 1627
such a manner as to obstruct sight lines for vehicular traffic. Fencing of
back yards may include side yards to a limit of one-half the depth of each
dwelling only, but may not enclose any parts of the open space easements,
as set forth below. Any fence or wall built on any lot shall be maintained
in a proper manner so as not to detract from the value and desirability of
surrounding property.
11. No junk vehicles, recreational vehicles, house trailers, or
commercial industrial vehicles, such as (but not limited to) moving vans,
trucks, tractors, trailers, vans, wreckers, hearses, buses, boats, boating
equipment, travel trailers, or camping equipment shall be regularly or
habitually parked on any public streets within Fredericktowne Estates
Section VI, or otherwise parked within the boundaries of the subdivision.
No vehicle may be parked for a period greater than sixty days on any lot or
on any platted street as shown on the attached plats unless such vehicle
bears a currently valid Virginia vehicle inspection windshield sticker. No
vehicles or other equipment mentioned above may be parked or placed on the
open space easements, as set forth below, at any time. Notwithstanding the
foregoing, Top of Virginia Development Corporation or its successors in
interest may, for a period not to exceed two years from the date of this
instrument, erect, maintain and operate real estate sales and construction
offices, model homes, displays, signs and special lighting on any part of
the property and on or in any building or structure now or hereafter
erected thereon while owned by Top of Virginia Development Corporation or
its successors in interest.
12. No exterior antennas or satellite dishes shall be erected or
placed on any lot or attached to any dwelling.
13. The provisions of Paragraphs 4, 6, 7, 10, and 11 shall not apply
to the construction or development of improvements on any lot by Top of
Virginia Development Corporation or its successors in interest, commencing
within two years from the date of submission of said lot to these
restrictive covenants.
14. Any lease or rental agreement must be for a period of at least
thirty days and must be subject to the rules and regulations set forth in
these restrictive covenants.
15. All lots are required to observe building restriction lines as
indicated on the legends of the plats attached hereto, in addition to those
applicable requirements of applicable Frederick County ordinances. For the
purpose of establishing building restriction lines on lots which include an
open space easement within their boundaries, the building restriction lines
shall be measured from the boundary of the easement closest to the
building, and not from the lot boundary, so that buildings are set back
from said easements the required distance(s).
16. Top of Virginia Development Corporation reserves the right for
itself and its successors in interest to waive any one or all of the
restrictive covenants, conditions, reservations, or restrictions as to any
or all lots, except that it cannot change the provisions concerning open
space easements without the permission of Frederick County and except that
it cannot change the development from residential to commercial. This
waiver shall not affect the binding effect of the covenants, restrictions,
and conditions upon any other lots. Top of Virginia Development.
Corporation does further reserve the right for itself and its successors in
interest to impose additional restrictive covenants, conditions,
reservation, and restrictions on any or all lots and such imposition shall
not affect the binding effect of these provisions upon any other lots.
17. Any Fredericktowne Estates, Section VI, homeowner shall have the
right to enforce, by a proceeding at law or in equity, all restrictions,
covenants, and conditions now or hereafter imposed by the provisions of
this deed. Failure by any homeowner to enforce any right, restriction,
provision, condition, or covenant granted by this deed and declaration
3
BK808PU- 1628
shall not constitute a waiver of the right of such homeowner to enforce such
right, restriction, provision, condition, or covenant in the future.
18. Invalidation of any one of these covenants or restrictions by
judgment or court order shall in no way affect any other provisions, which
shall remain in full force and effect.
1. The property dedicated hereby is subject to those certain easements
designated "Open Space Easement" on the aforesaid attached plats. Top of
Virginia Development Corporation does hereby grant and convey unto Frederick
County perpetual easements over those portions of Lots 139, 140, 141 and 142,
Fredericktowne Estates, Section VI, as shown on the attached plats, and hereby
imposes the following additional restrictive covenant on the use of said
easements, which covenant runs with the land, and shall be binding upon all
parties having any right, title and interest in and to the affected lots or
any part thereof, their heirs, successors and assigns, and shall inure to the
benefit of each owner in Fredericktowne Estates Section VI. (Said easements
remain subject to all other restrictions and covenants set forth above.)
The owner(s) of Lots 139, 140, 141 and 142, Fredericktowne Estates,
Section VI shall each be responsible for maintaining that portion of the open
space easements on their lot or lots. Frederick County representatives may
enter the affected properties from time to time for the purpose of inspection
and enforcement of the terms of this easement after permission from or
reasonable notice to the owner. In the event that any lot owner(s) shall fail
to maintain his or her portion of the open space easement in reasonable order
and condition, Frederick County may take such action as authorized by the
Frederick County Zoning Ordinance. The Frederick County Zoning Ordinance is
by this reference made a part hereof as if set out in full.
Nothing herein shall be construed to convey to the public a right of
access or use of the open spaces. The parties of the first part, for
themselves and their successors and assigns, including the owner or owners of
any lot or lots in Fredericktowne Estates, Section VI, hereby retain exclusive
right to such access and use, except as set forth above.
2. The property dedicated hereby is subject to certain easements
designated "San. Sewer Easement" on said attached plats, which easements are
hereby dedicated for public use and access. Top of Virginia Development
Corporation does hereby grant and convey unto the Frederick County Sanitation
Authority perpetual easements for the installation and maintenance of water
and sewer lines and any related facility on the easements designated on said
plats as "San. Sewer Easement".
3. The property dedicated hereby is subject to those certain easements
or rights of way designated "Drainage Easement" on the aforesaid attached
plats for the purpose of surface water drainage easement, which easements are
hereby dedicated for public use and access. No structures of any kind which
substantially impede or obstruct the flow or ponding of surface drainage water
may be placed within said surface water drainage easements designated on the
aforesaid attached plats. Said surface water drainage easements may not be
altered or modified without the prior consent of the County of Frederick, and
Top of Virginia Development Corporation does hereby grant and convey unto the
County of Frederick a perpetual right of way or easement over the aforesaid
designated surface drainage easements for the purpose of so providing surface
drainage. Top of Virginia Development Corporation does further agree that
Frederick County shall be under no obligation to maintain said drainage
easements.
No owner of any lot shall interfere with the natural drainage of surface
water from such lot to the detriment of any other property shown on said
plats.
BK8O8PG 1 629
4. Top of Virginia Development Corporation reserves unto itself, its
successors or assigns, the right to erect, maintain, operate and replace
underground and above ground telephone and electric light conduits, related
equipment, and other facilities, sewer, gas, water, and television lines
and related equipment, and other utility equipment where such utility lines
and equipment are now located and along a strip 10 feet along the front and
rear boundary lines and a strip 5 feet along the side boundary lines of
each lot and along those areas intended for public access on the attached
plats and over the open space easements as needed. In addition, there
shall be service easements for each lot for all public utilities upon any
of the lots shown which shall exist at the location of such utilities at
the date each lot is conveyed. or shall be located as such utilities are
actually extended to the individual lot after the call for connection by
the lot owner.
5. The covenants and restrictions of this deed shall run with and
bind the land, and shall inure to the benefit of and be enforceable by the
owner of any lot subject to this deed and declaration, his legal
representatives, heirs, successors and assigns, for a term of ten years
from the date this deed and declaration is recorded, after which time said
covenants shall be automatically extended for successive periods of ten
years. The covenants and restriction so this deed and declaration may be
amended in whole or in part, provided that any such amendment during the
first ten-year period shall have the assent of not less than seventy-five
percent of the lot owners, and thereafter any amendment shall have the
assent of no less than sixty percent of the lot owners. Any amendment must
be property executed and acknowledged by the lot owners and recorded among
the land records of Frederick County, Virginia.
The platting and dedication of the herein described land is made
in accordance with the statutes made and provided in such cases, and is
with the free consent and in accordance with the desire of Top of Virginia
Development Corporation, sole owner and proprietor of the land embraced
within the bounds of said subdivision, as evidenced by the signature of its
president.
WITNESS the following signature and seal on behalf of Top of Virginia
Development Corporation:
[SEAL]
STATE OF VIRGINIA
CITY OF WINCHESTER, to -wit:
Acknowledged before me this o2_01P day of July, 1992, by David B.
Holliday, who is President of Top of Virginia Development Corporation, a
Virginia corporation, on behalf of the corporation.
Jlt_� J &I-e ty
NOTARY PUBLIC FOR THE STATE OF VIRGINIA
�} f� J
My commission expires: 9 % (_J4 �',�� •'A
(4tovs5&6.f)
. . V • W...... ) \
A
BK808FG1642
FINAL PLAT
Fredericktowne Estates N Section 7
OPEQUON MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
PROJECT
J ; AREA
n ••o • • •• `� �� \�
a Rad'o
F
M o
740
17 •� a •• . � . .� .< ., fir(,
ree
i VICINITY MAP• l
Scale:1 "asno0
APPROVED BY
FRED. CO. SANITATION AUTHORITY DATE 'y-,eel "
PLANNING COMMISSION DATE /co —z4 ,93
SUBDIVISION ADMINISTRATOR LDATE SAP -3
VA. DEPT. OF TRANSPORTATION DATE '9
OWNER'S CERTIFICATE
The above and foregoing subdivision of the land of Top of Virginia Development
Corporation, as appears in the accompanying plats, is with the consent and in accordance
with the desires a dersigned owners, proprietors, and trustees, if any.
SURVEYOR'S CERTIFICATE
I hereby certify that the land contained in this subdivision is a portion of the land
conveyed to Top of Virginia Development Corporation by deed dated ? , 1991,
said deed recorded in the Office of the Clerk of the Circuit Court of Frederick County,
Virginia in Deed Book = at page I V2 3.
P. Duane Brown, C.L.S.
Wji
� fd�
P. DUANE �',+ Date: September 18, 1991 COVER SHEET
BROWNY
NO. 1285 gilbert w. cliffor & associates, inc. Sheet
�& Engineers . Land Planners of
FO f1 surveyors 5
�N0 120-C 01" or.a"i°b nr1v. 200 North C1 Se.a
Pr.b-k:k.boq. Vtalo4 22401 (702) $96-2115 WiwJh . Vtraioi. 22601 (702) 667-2129
R
BK808F{ 1643
Ca1Idr1:ft th\:15:1
NO.
0
RADIUS
ARC
TAN.
CHORD
CH.BEARING
1
06e26'21"
305.00'
34.28'
17.16'
34.26'
N16012'50"E
2
45e04'28"
330.00'
259.61'
136.94'
252.97'
NO3e06'13"W
3
21e21'52"
330.00'
123.05'
62.25'
122.34'
N36e19'23"W
4
11029'11"
355.00'
71.17'
35.70'
71.05'
N13e41'25"E
5
11029'11"
355.00'
71.17'
35.70'
71.05'
NO2e12'14"E
6
13015'06"
355.00'
82.11'
41.24'
81.92'
N10009'55"W
7
81 e09'00"
35.00'
49.57'
29.97'
45.53'
N23047'03"E
8
70e31'44"
25.00'
30.77'
17.68'
28.87'
S80022'35"E
9
69e47'52"
50.00,
60.91,
34.88'
57.21'
S80e00'40"E
10
48e37'53"
50.00'
42.44'
22.59'
41.18'
N40e46'27"E
11
48e37'53"
50.00'
42.44'
22.59'
41.18'
N07e51'26"W
12
48e37'53"
50.00'
42.44'
22.59'
41.18'
N56029'19"W
13
34050'11"
50.00,
30.40'
15.69'
29.93'
S81e46'38"W
14
81 e09'00"
35.00'
49.57'
29.97'
45.53'
N75e03'57"W
15
14e14'54"
355.00'
88.28'
44.37'
88.05'
N41e36'53"W
16
19019'04"
1 305.00'
102.83'
51.91'
102.35'
S35ol7'59"E
17
19019'04"
102.83'
51.91'
102.35'
S15058'55"E
18
19019'04"
�_305,001
305.00'
102.83'
51.91'
102.35'
S03n20'08"W
Area Summary
Area in Lots 4.1827 Acres
Area in R/W 0.8092 Acres
Total Area Subdivided 4.9919 Acres
No. of Lots 13
Average Lot Size 14,015 Sq. Ft.
Open Space Easement Provided (This Section)
Total Open Space Easement Required to Date
Total Open Space Easement Provided to Date
K ,DUANE
BROWN
NO, 1285
00A-
No LA ND Sv"J
0.9083 Ac.
9,3635 Ac.
8.7237 Ac.
FREDER I CKTOWNE ESTATES - SECTION 7
Date: September 18, 1991 1 Curve Table
gilbert w. cliffor associates, inc. Sheet w-,� 2
Engineers - Land Planners of
Surveyors 5
130-C Old. Or -kb Drir.
Predwkk4urg, Wigid. 32401 (703) 696.2115
300 dorm a- snag
Wimbula, Virgin. 22601 (703) 667-3139
n
FUTURE DEVELOPMENT
< 155 \
\ 10,792 Sq. Ft.
�praina9e EaSeme� �
�N642\ 3
125 •�, �
3 r �
I
— Ln b 154
��� I 10,323 Sq. Ft.
1_
103 Z
w .� L
83•40.36 E J
�( 125.0��
,. goo
/ 153 /
10,703 Sq. Ft.
..
eoPr 1
r�
Sic/ o� SAP FS ?SOO.
�s
e+
a
• DENOTES IRON ROD TO BE SET O OQ\
ON PROPERTY LINE 35' FROM
RIGHT-OF-WAY LINE. /
0
17
I
'2
BK808PG1644
Court
feet 4 of 5)
1
)
145
N86.27.38..F
`m o 144
�m
9,537 Sq. Ft.
4
03. a•
109910F 00
143 ,ti 137
9,134 Sq. Ft. / o a"
X5/,.1% o, 1)
� � J v . oc
NOTE: MINIMUM SETBACK REQUIREMENTS
FRONT SETBACK- 35'
SIDE SETBACK- 10'
REAR SETBACK- 25'
ALL LOTS ARE SINGLE FAMILY DETACHED -TRADITIONAL
ALL LOTS ARE SUBJECT TO A 20' SLOPE & DRAINAGE
EASEMENT ALONG ALL RIGHTS -OF -WAY AND A 10'
UTILITY & DRAINAGE EASEMENT ALONG ALL PROPERTY
LINES
r F. DUANE O
BROWN
NO. 1285
�LANDUJ
1
FREDER I CKTOWNE ESTATES - SECTION 7
Date: September 18, 1991
Scale: 1 "-50'
gilbert w. cliffor & associates, inc.
Engineers . Land Planners
Surveyors
170-C Old. G: kb Ddvv
1#vd-kkd—X. Vtr{kk 22401 (M) 896.7115
700 Na-b d--ao Sur
Mf-b.W. Wgbk 22601 (703) "74139
138
Sheet
of
5
0 8 PG 16 4 5 1 73 N7g •38' I I •E
36
�6q jam,. 2
\C)6
�EJ AO E :pac
'1y 1 1,374 Sq. Ft.�
LLj
j
151 r`
152 NiN I 15,649 Sq. Ft. 16 M
14,156 Sq. Ft. I oo N a0
M I N
W5'.� 1 IZ LO
150
N-41
L
16 N
;:• Dr inage Easement in
'14
':5$, 3.1
155 .•• .•.' 13. 149
San. Sewer Easement
N64'2113"E 220.00' LL) 12
3 Cumberland Court (50' R/W) N
o _ 1•..
L
154 o InN
�n 58.31' :'.•:. :35:62'. .• 8 N _
148 41
20' Drainage
.'•. Easement
k
6 I
"IL 145 w \'
c� 113,243 Sq. Ft. I N
Mi'n 146 147
1 / I N 14,448 Sq. Ft. "_
w'
� � � r�. ice•.
20' San. Sewer
5 586. J ( —! _Easement �••N
,see S 144 �238 �\ ' • . r
heet3o 6 104.35' ::: 1,8.1 02':'
tSj N65.40' 14"W 285.37'
NOTE: MINIMUM SETBACK REQUIREMENTS 138 I 139
FRONT SETBACK- 35' Ex. Fredericktown'e Estates
SIDE SETBACK- 10' Section 6
REAR SETBACK- 25'
ALL LOTS ARE SINGLE FAMILY DETACHED -TRADITIONAL • DENOTES IRON ROD TO BE SET
ON PROPERTY LINE 35' FROM
ALL LOTS ARE SUBJECT TO A 20' SLOPE & DRAINAGE RIGHT-OF-WAY LINE,
EASEMENT ALONG ALL RIGHTS -OF -WAY AND A 10'
UTILITY & DRAINAGE EASEMENT ALONG ALL PROPERTY
LINES
Op
P. DUANE C
BROWN
NO. 1285
CFO CAN1) 5�
FREDERICKTOWNE ESTATES - SECTION 7
Date: September 18, 1991
Scale: 1 "-50'
gilbert w. cliffor & associates, inc. Sheet
Engineers • Land Planners of
Surveyors 5
UWC ow o..ml.h Adr.
r..6.kk.►.s. Vh,&M 22401 (7of) BU-2115
200 Nw1b a..uo S.—
W,-b.-. vtrsrw. 22601 (703) 667-2139
FUTURE DEVELOPMENT
sement
I
00
r- i•
S
4 Ft.�
o N—
I
151
IN
a0
150
/v
ai z
(
19,464 Sq. Ft.
0)
L-
Drainage INq / s\fl �
-7CEasement :, 149
:. i 7' `��� 24,359 Sq. Ft.777
J
San. Sewer Easement
N64'21'33"E LL' \\20 Drainage Easement
220.00' o N E
o co
Cumberland Court U�'rr>
-- 59')
(50' R/W) I
--
20' Drainage 148
�'•' . 9 Easement , 17,190 Sq. Ft.
10 ri� \ o%
0 00�01
146
147
iO 13,200 Sq. Ft.N.
9' F
a3
20' San. Sewer \ `L_ Le
IN
Easement
.77.777
104.35' (127.21 `) 18_1.02';
565'40.14..W —
285.37
138 I 139
• DENOTES IRON ROD TO BE SET ON PROPERTY LINE 35' FROM Ex. Fredericktowne Estates
RIGHT-OF-WAY LINE. Section 6
ALL LOTS ARE SINGLE FAMILY DETACHED -TRADITIONAL
ALL LOTS ARE SUBJECT TO A 20' SLOPE & DRAINAGE
EASEMENT ALONG ALL RIGHTS -OF -WAY AND A 10'
UTILITY & DRAINAGE EASEMENT ALONG ALL PROPERTY
LINES
*SNLTJJ pv'" .
P. DUANE
V Y°.lO BROWN
d N�.ew,_Y
N0, 1285.
LAND Spy
1
CID
8 F"G 16 4 6
z
LL,
a
0
J
W
w
0
w
LL
Z40 I
NOTE: MINIMUM SETBACK REQUIREMENTS
FRONT SETBACK= 35'
SIDE SETBACK- 10'
REAR SETBACK- 25'
FREDERICKTOWNE ESTATES - SECTION 7
Date: September 18, 1 991 1 Scale: 1 "-50'
gilbert Sheet
VIRGINIA: FREDERICK COUNTY, 9CT. 5
This instrument of writing was proouced o f
to eon the I !ter o,) • 5
110.0 Okla Orcmrie6 Oirc ,Y,y
Prtlifckab.g. Vigipi. 2:/01 p03 1 _,a� and with certifigte -3131
of acknowledgment thereto annexed was
admitted to record
CLERK
6K808PG1636
THIS DEED OF DEDICATION, made and dated this 20th day of
October, 1993, by and between TOP OF VIRGINIA DEVELOPMENT
CORPORATION, a Virginia corporation, party of the first part, and
FREDERICK COUNTY, VIRGINIA, party of the second part.
WHEREAS, the party of the first part is the owner in fee
simple of the real estate shown on the attached plats drawn by P.
Duane Brown, C.L.S., dated September 18, 1991, known as
Fredericktowne Estates, Section 7, which is the same real estate
conveyed to the party of the first part by deed dated February
21, 1992, from Lewis M. Costello, et als, said deed of record in
the Office of the Clerk of the Circuit Court of Frederick County,
Virginia, in Deed Book 772 at Page 1423; and,
WHEREAS, said real estate, as shown on the aforesaid
attached plats, has been subdivided into lots, which plats show
the metes and bounds of the subdivided land, together with the
dimensions of each lot thereof and those certain drainage and
open space easements, and easements reserved for installation and
maintenance of water and sewer facilities for said lots.
NOW, THEREFORE, THIS DEED OF DEDICATION WITNESSETH:
That in consideration of the premises and the benefits which
will accrue by reason of this dedication, the party of the first
part does hereby subdivide that certain tract of land designated
as Fredericktowne Estates, Section 7, situate in Opequon
Magisterial District, Frederick County, Virginia, and being more
particularly described by the aforesaid plats of P. Duane Brown,
C.L.S., dated September 18, 1991, attached hereto and made a part
hereof and by this reference incorporated herein as if set out in
full; and does hereby dedicate the streets and roadways shown
thereon to Frederick County for public use.
RESTRICTIONS AND COVENANTS
All of the lots shown on the plats attached hereto shall be
subject to the following restrictions and covenants which are
covenants running with the land, and shall be binding upon all
parties having any right, title and interest in and to the
aforesaid lots or any part thereof, their heirs, successors and
assigns, and shall inure to the benefit of each owner thereof.
1. The lots shall be used exclusively for residential
purposes. No business or occupation of any kind other than a
"home occupation" shall be carried on or permitted upon these
lots. A "home occupation" is defined to be an occupation carried
on by the occupant of a dwelling as a secondary use in connection
with which there is no display, and no one is employed other than
members of the family residing on the premises. No building
shall be erected, altered, placed or permitted to remain on any
lot other than one single-family detached dwelling, garage and
other approved structures for use solely by the occupants.
Except for those related to real estate sales and construction,
no sign, advertisement or message other than for identification
purposes only shall be displayed or published which offers or
implies commercial or professional services, or which may
constitute any other kind of business solicitation in or from any
residence or residential property. No buildings, structures, or
signs of any type may be placed or erected on any portion of the
"Open Space Easements" as shown on the attached plats.
Notwithstanding the foregoing, Top of Virginia Development
Corporation or its successors in interest may, for a period not
to exceed two years from the date of this instrument, erect,
maintain and operate real estate sales and construction offices,
model homes, displays, signs and special lighting on any part of
6K808PC1637
the property and on or in any building or structure now or
hereafter erected thereon while owned by Top of Virginia
Development Corporation or its successors in interest.
2. No clothing, laundry, or wash shall be aired or dried at
any time on the open space easements, as set forth below, nor on
any portion of the lots in any area other than in the rear yard
of the lots.
3. No noxious or offensive activity shall be carried on
upon any lot, nor shall anything be done or placed thereon which
may become an annoyance or nuisance to the neighborhood. Owners
shall at all times maintain their property and all appurtenance
thereto in good repair and in a state of neat appearance. All
lawn areas shall be kept mowed and shall not be permitted to grow
beyond a reasonable height.
4. No sign of any kind that is illuminated and/or larger
than two square feet shall be displayed to the public view on any
lot, except temporary real estate signs not more than four square
feet in area advertising the property for sale or rent, and
except as provided elsewhere herein.
5. No animals shall be kept or maintained on any lot except
common household pets such as dogs and cats, provided that they
are not kept, bred or maintained for commercial purposes and do
not create a nuisance or annoyance to surrounding lots nor the
neighborhood and are in strict compliance with applicable
Frederick County ordinances.
6. Trash and garbage containers shall not be permitted to
remain in public view except on days of trash collection. No
accumulation or storage of litter, new or used building
materials, or trash of any kind shall be permitted on any lot.
7. The exteriors of all structures, including walls, doors,
windows and roofs, shall be kept in good maintenance and repair.
No structure shall be permitted to stand with its exterior in an
unfinished condition for longer than six months after the
commencement of construction. In the event of fire, windstorm or
other damage, the exterior of no structure shall be permitted to
remain in a damaged condition for longer than three months.
8. No single story dwelling shall be erected upon said lot
shown on the attached plats which shall contain less than 1,500
square feet of finished floor area. No multiple story dwelling
shall contain less than 800 square feet of ground floor area.
All residential structures facing a street must be at least 26
feet wide. Such areas shall be exclusive of porches, patios, car
ports, basements, and attics. Any garage, carport or car shelter
constructed on said lots shall be attached to and be a part of
the main structure. Top of Virginia Development Corporation
reserves for itself and its successors in interest the right to
determine what structure is to be regarded as a two-story
dwelling so long as any lot in the subdivision is unsold. Split
foyer and Cape Cod style dwellings shall contain not less than
1,000 square feet on the main living area.
9. No lot on the attached plats shall at any time be
subdivided, conveyed, leased, nor sold except as a whole, unless
such subdivision, conveyance, lease or sale involves multiple
lots so that each of the portions into which the lots are divided
for the purpose of subdivision, conveyance, lease or sale results
in the lots being created for the purpose of such subdivision,
conveyance, lease or sale, as well as each of the lots remaining
after such subdivision, conveyance, lease or sale, being of a
8K808PC 1 638
size larger than the lots as shown on the plats which is recorded
with this instrument. Top of Virginia Development Corporation,
however, for itself and its successors in interest, reserves the
right to resubdivide any of the lots shown on the attached plats
and to alter, amend and change any lot lines or subdivision plan
so long as it owns any of said lots; except that no provision for
open space easements may be amended without the approval of
Frederick County.
10. No fence, hedge or other visual barrier shall be
erected or planted in the front yard of any lot shown on the
attached plats, and no tree, hedge, or shrub planting shall be
maintained anywhere on any lot in such a manner as to obstruct
sight lines for vehicular traffic. Fencing of back yards may
include side yards to a limit of one-half the depth of each
dwelling only, but may not enclose any parts of the open space
easements, as set forth below. Any fence or wall built on any
lot shall be maintained in a proper manner so as not to detract
from the value and desirability of surrounding property.
11. No junk vehicles, recreational vehicles, house
trailers, or commercial industrial vehicles, such as (but not
limited to) moving vans, trucks, tractors, trailers, vans,
wreckers, hearses, buses, boats, boating equipment, travel
trailers, or camping equipment shall be regularly or habitually
parked on any public streets within Fredericktowne Estates
Section 7, or otherwise parked within the boundaries of the
subdivision. No vehicle may be parked for a period greater than
sixty days on any lot or on any platted street as shown on the
attached plats unless such vehicle bears a currently valid
Virginia vehicle inspection windshield sticker. No vehicles or
other equipment mentioned above may be parked or placed on the
open space easements, as set forth below, at any time.
Notwithstanding the foregoing, Top of Virginia Development
Corporation or its successors in interest may, for a period not
to exceed two years from the date of this instrument, erect,
maintain and operate real estate sales and construction offices,
model homes, displays, signs and special lighting on any part of
the property and on or in any building or structure now or
hereafter erected thereon while owned by Top of Virginia
Development Corporation or its successors in interest.
12. No exterior antennas or satellite dishes shall be
erected or placed on any lot"or attached to any dwelling.
13. The provisions of Paragraphs 4, 6, 7, 10, and 11 shall
not apply to the construction or development of improvements on
any lot by Top of Virginia Development Corporation or its
successors in interest, commencing within two years from the date
of submission of said lot to these restrictive covenants.
14. Any lease or rental agreement must be for a period of
at least thirty days and must be subject to the rules and
regulations set forth in these restrictive covenants.
15. All lots are required to observe building restriction
lines as indicated on the legends of the plats attached hereto,
in addition to those applicable requirements of applicable
Frederick County ordinances. For the purpose of establishing
building restriction lines on lots which include an open space
easement within their boundaries, the building restriction lines
shall be measured from the boundary of the easement closest to
the building, and not from the lot boundary, so that buildings
are set back from said easements the required distance(s).
BK8O8i i 830
16. Top of Virginia Development Corporation reserves the
right for itself and its successors in interest to waive any one
or all of the restrictive covenants, conditions, reservations, or
restrictions as to any or all lots, except that it cannot change
the provisions concerning open space easements without the
permission of Frederick County and except that it cannot change
the development from residential to commercial. This waiver
shall not affect the binding effect of the covenants,
restrictions, and conditions upon any other lots. Top of
Virginia Development Corporation does further reserve the right
for itself and its successors in interest to impose additional
restrictive covenants, conditions, reservation, and restrictions
on any or all lots and such imposition shall not affect the
binding effect of these provisions upon any other lots.
17. Any Fredericktowne Estates, Section 7, homeowner shall
have the right to enforce, by a proceeding at law or in equity,
all restrictions, covenants, and conditions now or hereafter
imposed by the provisions of this deed. Failure by any homeowner
to enforce any right, restriction, provision, condition, or
covenant granted by this deed and declaration shall not
constitute a waiver of the right of such homeowner to enforce
such right, restriction, provision, condition, or covenant in the
future.
18. Invalidation of any one of these covenants or
restrictions by judgment or court order shall in no way affect
any other provisions, which shall remain in full force and
effect.
OTHER MATTERS
1. The property dedicated hereby is subject to those
certain easements designated "Open Space Easement" on the
aforesaid attached plats. Top of Virginia Development
Corporation does hereby grant and convey unto Frederick County
perpetual easements over those portions of Lots 147, 148, 149,
150, 151 and 152, Fredericktowne Estates, Section 7, as shown on
the attached plats, and hereby imposes the following additional
restrictive covenant on the use of said easements, which covenant
runs with the land, and shall be binding upon all parties having
any right, title and .interest in and to the affected lots or any
part thereof, their heirs, successors and assigns, and shall
inure to the benefit of each owner in Fredericktowne Estates
Section 7. (Said easements remain subject to all other
restrictions and covenants set forth above.)
The owner(s) of Lots 147, 148, 149, 150, 151 and 152,
Fredericktowne Estates, Section 7 shall each be responsible for
maintaining that portion of the open space easements on their lot
or lots. Frederick County representatives may enter the affected
properties from time to time for the purpose of inspection and
enforcement of the terms of this easement after permission from
or reasonable notice to the owner. In the event that any lot
owner(s) shall fail to maintain his or her portion of the open
space easement in reasonable order and condition, Frederick
County may take such action as authorized by the Frederick County
Zoning Ordinance. The Frederick County Zoning Ordinance is by
this reference made a part hereof as if set out in full.
Nothing herein shall be construed to convey to the public a
right of access or use of the open spaces. The parties of the
first part, for themselves and their successors and assigns,
including the owner or owners of any lot or lots in
Fredericktowne Estates, Section 7, hereby retain exclusive right
to such access and use, except as set forth above.
�8o8I,
B1 G40
2. The property dedicated hereby is subject to certain
easements designated "San. Sewer Easement" on said attached
plats, which easements are hereby dedicated for public use and
access. Top of Virginia Development Corporation does hereby grant
and convey unto the Frederick County Sanitation Authority
perpetual easements for the installation and maintenance of water
and sewer lines and any related facility on the easements
designated on said plats as "San. Sewer Easement".
3. The property dedicated hereby is subject to those
certain easements or rights of way designated "Drainage Easement"
on the aforesaid attached plats for the purpose of surface water
drainage easement, which easements are hereby dedicated for
public use and access. No structures of any kind which
substantially impede or obstruct the flow or ponding of surface
drainage water may be placed within said surface water drainage
easements designated on the aforesaid attached plats. Said
surface water drainage easements may not be altered or modified
without the prior consent of the County of Frederick, and Top of
Virginia Development Corporation does hereby grant and convey
unto the County of Frederick a perpetual right of way or easement
over the aforesaid designated surface drainage easements for the
purpose of so providing surface drainage. Top of Virginia
Development Corporation does further agree that Frederick County
shall be under no obligation to maintain said drainage easements.
No owner of any lot shall interfere with the natural
drainage of surface water from such lot to the detriment of any
other property shown on said plats.
4. Top of Virginia Development Corporation reserves unto
itself, its successors or assigns, the right to erect, maintain,
operate and replace underground and above ground telephone and
electric light conduits, related equipment, and other facilities,
sewer, gas, water, and television lines and related equipment,
and other utility equipment where such utility lines and
equipment are now located and along a strip 10 feet along the
front and rear boundary lines and a strip 5 feet along the side
boundary lines of each lot and along those areas intended for
public access on the attached plats and over the open space
easements as needed. In addition, there shall be service
easements for each lot for all public utilities upon any of the
lots shown which shall exist at the location of such utilities at
the date each lot is conveyed. or shall be located as such
utilities are actually extended to the individual lot after the
call for connection by the lot owner.
5. The covenants and restrictions of this deed shall run
with and bind the land, and shall inure to the benefit of and be
enforceable by the owner of any lot subject to this deed and
declaration, his legal representatives, heirs, successors and
assigns, for a term of ten years from the date this deed and
declaration is recorded, after which time said covenants shall be
automatically extended for successive periods of ten years. The
covenants and restriction so this deed and declaration may be
amended in whole or in part, provided that any such amendment
during the first ten-year period shall have the assent of not
less than seventy-five percent of the lot owners, and thereafter
any amendment shall have the assent of no less than sixty percent
of the lot owners. Any amendment must be property executed and
acknowledged by the lot owners and recorded among the land
records of Frederick County, Virginia.
The platting and dedication of the herein described
land is made in accordance with the statutes made and provided in
such cases, and is with the free consent and in accordance with
BK808 FG164
the desire of Top of Virginia Development Corporation, sole owner
and proprietor of the land embraced within the bounds of said
subdivision, as evidenced by the signature of its president.
WITNESS the following signature and seal on behalf of Top of
Virginia Development Corporation: �--�
[SEAL]
DA VID B. HOL PpWident
STATE OF VIRGINIA
CITY OF WINCHES R, to -wit:
Acknowledged before me this .Z,O TY4 day of DCV 1993,
by David B. Holliday, who is President of Top of Virginia
Development Corporation, a Virginia corporation, on behalf of the
corporation.
N
NOTARY PUBLIC FOR THE STATE OF VIRGINIA
My commission expires: /2`1 e-7%, /99."/
C�b
SK842FLG1503
MCINITY MAP
APPROVED BY
Subdivision Administrator ADate Z/
iYNERS' CONSENT ,
The above and foregoing Boundary Line Adjustment between Lots 137 & 138 and
Lot 139, Fredericktowne Estates N Section 6, standing ire the names of TOP OF VIRGINIA
DEVELOPMENT CORPORATION and BRIX & STIX, as appears in the accompanying plat, is
with the free consent an m accordance with the desires of the undersi ned owners,
proprietors, and trustee , i any.
,�,...,.
TOP OF WRG/ EVEL AMEN PORATI'ON BRIX do STIX
NOTARY PUBLIC
V444AnJ I-: EBF-eT a Notary Public in and for the state of
Virginia, at large, do certify that -7AVE 44ol1.i D4-1
and - BR-6677bAJ ADAM,5 whose names,
the foregoing Owners' Consent, have acknowledged the same before me - 0,
Given under my hand this ' ') day of _el LA i-Y -
My ,{commission expires M M 31
CIA` 1 �°PO°C• ... �,n
� u^
SURVEYOR'S CERTIFICATE
I hereby certify that the land contained in this Boundary Line Adjustment is between
Lots 137 & 138, Fredericktowne Estates N Section 6, standing in the name of TOP OF
VIRGINIA DEVELOPMENT CORPORATION, by deed dated 20 July 1992 and Lot 139, Fred—
ericktowne Estates N Section 6, standing in the name of BRIX & STIX, by deed doted
11 October 1994, said deeds recorded in the Office of the Clerk of the Circuit Court of
Frederick County, Virginia in Deed Book 808 at Page 1625 and Deed Book 828 at Page
1469, respectively,
Douglas eegge, L.S.
W 75J ((4)) Pcl 137 Final Plat for
Zoned: RP BOUNDARY LINE ADJUSTMENT
Use: vacant Between
W 75,1 ((4)) Pcl 138 LOT 137 and LOT 138
Zoned. RP Fredericktowne Estates N Section 6
Use. Vacant Standing In The Name Of
7M 75J ((4)) Pcl 139 TOP OF VIRGINIA DEVELOPMENT CORPORATION
Zoned.- RP And
Use. Residential LOT 139
Fredericktowne Estates — Section 6
H qF Standing In The Name Of
�P BRIX & STIX
Opequon Magisterial District
D❑UGL�AS C. LEG ot: LA—F139.dwg Frederick County, Virginia
o CERTIFICATE N❑. Z DATE: 10 July 1995 Cover Sheet Sheet 1 of 2
1197 a MA m & ILEGGE
Land Surveyors. P.L.C.
CgND SUfZ � 130 North conwnn Sbvd Wkwhata, V"" 2=1
H842H1504
Tax Map 75J ((4)) Pcl 137
Zoned RP Use: Vacant
15,619 Sq. Ft. (ORIGINAL LOT AREA)
15,138 Sq. Ft. (ADJUSTED LOT AREA)
LOT 138
Tax Map 75✓ ((4)) Pcl 138
Zoned RP �U/se Vacont
12,109 Sq. Ft. (ORIGINAL L 0 T AREA)
12,324 Sq. Ft. (ADJUSTED LOT AREA)
LOT 139
Tax Map 75J ((4)) Pcl 139
Zoned. RP Use: Residentlal
13,532 Sq. Ft. (ORIGINAL LOT AREA)
13,798 Sq. Ft. (ADJUSTED LOT AREA)
A�" P
1.oted Jo o0t
tj ___
2
O
9:
10
yj
S
5 `1
/
va� JQ 60t 1p , Otiorp�L
io
• d
do ��
✓� / LOT 139 /
\ / 13.798 Sq. Ft.
Lot 140
Zoned.• RP
Use. Residential
6.
288 Sq. Ft:- '\ \
LOT 138
120 324 Sq. Ft.
181 Sq. Ft.
__P
76 94 Eq.E- OTS
to•W12952
- (h 0 20 40 80
o �- ---�
I\ Graphic Scale in Feet
1 "=40'
ILOT 137
15,138 Sq. Ft. MINIMUM SETBACK REQUIREMENTS.
Front = 35'
Rear = 25'
NOTES: Side = 10'
Iy11 1. No title report fumished.
2. Easements may exist that are not shown.
I / / Lot 138 J. Iron rods found or set at all property comer
/ Zoned: RP 4. BRL denotes building restriction line.
Use: Vacant !
Final ,plat for
/rkq
BOUNDARY LINE ADJUSTMENTgBetween
LOT 137 and LOT 138
Fredericktowne Estates N Section 6
Standing In The Name Of
TOP OF VIRGINIA DEVELOPMENT CORPORATION
BLA—F1
And
LOT 139
Fredericktowne Estates — Section 6
Standing In The Name Of
BRIX & STIX
Opequon Magisterial District
9.dwg Frederick County, ' " ' '
DATE: 10 July 1995
SCALE: 1 n=40'
MARSH &
j.8ile3 Si><t°Veyon
139Northe=w=tW,,t w
VIRGINIA: FREDERICK COU TY, SCT.;
This instrument of writing was per—odmed
to me on t 6 1, y
19�a �✓, nd yr h certificate
of acknowledgment thereto annexed was
admitted to record.
(/ CLERK
COMMONWEALTH ®f VIRGI IA
DEPARTMENT OF TRANSPORTATION
DAVID R. GEHR EDINBURG RESIDENCY
COMMISSIONER 14031 OLD VALLEY PIKE
P.O. BOX 278
EDINBURG, VA 22824-0278
August 27, 1998
Mr. Dave Holliday
C/O Dave Holliday Construction Co.
P. 0. Box 2715
Winchester, "A 22601
Dear Mr. Holliday:
JERRY A. COPP
RESIDENT ENGINEER
TELE (540) 984-5600
FAX (540) 984-5607
Ref: Fredericktowne Estates Subdivision
Sections 5, 6, 7, 8 & 9
Routes 1064, 1147, 1148, 1186, 1187, 1189
Frederick County
Enclosed please find a copy of my letter to you dated November 10, 1997 describing
items of concern in paving as they relate to your Letter of Credit #21610641951. As
you can see, some latitude was given to the time of year and weather conditions.
I would appreciate you or your contractor working to resolve our concerns.
Should you have any questions or would like to meet on -site to discuss, please call.
SAM/rf
Enclosure
xc: Mr. Dave Heironimus
Mr. Bill Stover
Mr. Jerry King
Mr. Kris Tierney
Mr. Eric Lawrence
Sincerely,, j
Steven A. Melniko
Transportation Engineer
WE KEEP VIRGINIA MOVING
COMMONWEALTH of VIRGINIA
DEPARTMENT OF TRANSPORTATION
EDINBURG RESIDENCY
DAVID R. GEHR 14031 OLD VALLEY PIKE JERRY A. COPP
COMMISSIONER P.O. BOX 278 RESIDENT ENGINEER
EDINBURG, VA 22824-0278 TELE (540) 984-5hoo
FAX (540) 984-5607
November 10, 1997
Mr. Dave Holliday Ref.: Fredericktowne Estates
c/o Dave Holliday Construction Co. Sections 5, 6, 7, 8, and 9
P. O. Box 2215 Routes 1064, 1147, 1148,
Winchester, VA 22601 1186, 1187, 1189
Frederick County
Dear Mr. Holliday:
On October 30, 1997 I performed a one year follow-up inspection of the right-of-
way improvements at the referenced development. Based on this inspection I found the
following concerns:
• Warrior Drive - Route 1063: Utility line settlement fronting 120 Warrior
Drive/Churchill.
• Montgomery Circle - Route 1064: Utility line settlement fronting 303, 304,
305, 306, 307, 308, and 309 Montgomery Circle.
• Fairfax Drive - Route 1087: Repair asphalt settlement in the intersection of
Fairfax Drive and Wythe Avenue. The surface treatment on Fairfax Drive
within the limits of Section 7 has failed and must be reapplied.
• Patrick Place - Route 1147: The surface treatment form the intersection with
Sussex Circle - Route 1148 to the end of the cul-de-sac has failed and must be
reapplied.
• Sussex Circle - Route 1148: The surface treatment from the intersection with
Patrick Place - Route 1147 to the end of the cul-de-sac has failed and must be
reapplied.
• Dickenson Court - Route 1089: The surface treatment from the intersection
with Fairfax Drive - Route 1087 to the end of the cul-de-sac has failed and
must be reapplied.
• Cumberland Court - Route 1086: The surface treatment from the intersection
with Fairfax Drive - Route 1086 to the end of the cul-de-sac has failed and
must be reapplied.
WE KEEP VIRGINIA MOVING
To: Dave Holliday November 7, 1997 2
The nature of the above needed repairs and the time of year may preclude these
repairs from being completed prior to the expiration of your Letter of Credit No.
21610641951 from Jefferson National Bank. Therefore, we request that this letter of
credit be extended for a period of 6 months minimum, or long enough to accomplish the
above listed concerns.
Please notify this office no later than December 1 , 1997 with a copy of the
extended letter of credit.
Your assistance in this matter is greatly appreciated. If you have any questions
please call.
Sincerely,
i
Steven A. Mehukoff
Highway Permits and Subdivision Specialist, Sr.
SAM/ep
pc: Mr. R. B. Childress
Mr. K. A. Steele
Mr. J. King
Mr. K. Tierney
Mr. Andrew Evans
COMMONWEALTH ®f VIRGI IA
DEPARTMENT OF TRANSPORTATION
DAVID R. GEHR EDINBURG RESIDENCY
COMMISSIONER 14031 OLD VALLEY PIKE
P.O. BOX 278
EDINBURG, VA 22824-0278
August 27, 1998
Mr. Dave Holliday
C/O Dave Holliday Construction Co.
P. 0. Box 2715
Winchester, VA 22601
Dear Mr. Holliday:
JERRYA. COPP
RESIDENT ENGINEER
TELE (540) 984-5600
FAX (540) 984-5607
Ref: Fredericktowne Estates Subdivision
Sections 5, 6, 7, 8 & 9
Routes 1064, 1147, 1148, 1186, 1187, 1189
Frederick County
Enclosed please find a copy of my letter to you dated November 10, 1997 describing
items of concern in paving as they relate to your Letter of Credit #21610641951. As
you can see, some latitude was given to the time of year and weather conditions.
I would appreciate you or your contractor working to resolve our concerns.
Should you have any questions or would like to meet on -site to discuss, please call.
SAM/rf
Enclosure
xc: Mr. Dave Heironimus
Mr. Bill Stover
Mr. Jerry King
Mr. Kris Tierney
Mr. Eric Lawrence
Sincerely,
Steven A. Melniko
Transportation Engineer
7998
��:
WE KEEP VIRGINIA MOVING
l►�c�p .
I
COMMONWEALTH of VIRGINIA
DEPARTMENT OF TRANSPORTATION
EDINBURG RESIDENCY
DAVID R. GEHR 14031 OLD VALLEY PIKE JERRY A. COPP
COMMISSIONER P.O. BOX 278 RESIDENT ENGINEER
EDINBURG, VA 22824-0278 TELE (540) 984-5600
FAX (540) 984.5607
November 10, 1997
Mr. Dave Holliday Ref.: Fredericktowne Estates
c/o Dave Holliday Construction Co. Sections 5, 6, 7, 8, and 9
P. O. Box 2215 Routes 1064, 1147, 1148,
Winchester, VA 22601 1186, 1187, 1189
Frederick County
Dear Mr. Holliday:
On October 30, 1997 I performed a one year follow-up inspection of the right-of-
way improvements at the referenced development. Based on this inspection I found the
following concerns:
• Warrior Drive - Route 1063: Utility line settlement fronting 120 Warrior
Drive/Churchill.
• Montgomery Circle - Route 1064: Utility line settlement fronting 303, 304,
305, 306, 307, 308, and 309 Montgomery Circle.
• Fairfax Drive - Route 1087: Repair asphalt settlement in the intersection of
Fairfax Drive and Wythe Avenue. The surface treatment on Fairfax Drive
within the limits of Section 7 has failed and must be reapplied.
• Patrick Place - Route 1147: The surface treatment form the intersection with
Sussex Circle - Route 1148 to the end of the cul-de-sac has failed and must be
reapplied.
• Sussex Circle - Route 1148: The surface treatment from the intersection with
Patrick Place - Route 1147 to the end of the cul-de-sac has failed and must be
reapplied.
• Dickenson Court - Route 1089: The surface treatment from the intersection
with Fairfax Drive - Route 1087 to the end of the cul-de-sac has failed and
must be reapplied.
• Cumberland Court - Route 1086: The surface treatment from the intersection
with Fairfax Drive - Route 1086 to the end of the cul-de-sac has failed and
must be reapplied.
WE KEEP VIRGINIA MOVING
To: Dave Holliday November.7, 1997
2
The nature of the above needed repairs and the time of year may preclude these
repairs from being completed prior to the expiration of your Letter of Credit No.
21610641951 from Jefferson National Bank. Therefore, we request that this letter of
credit be extended for a period of 6 months minimum, or long enough to accomplish the
above listed concerns.
Please notify this office no later than December 1 , 1997 with a copy of the
extended letter of credit.
Your assistance in this matter is greatly appreciated. If you have any questions
please call.
Sincerely,, /
Steven A. Melnikoff
Highway Permits and Subdivision Specialist, Sr.
SAM/ep
pc: Mr. R. B. Childress
Mr. K. A. Steele
Mr. J. King
Mr. K. Tierney
Mr. Andrew Evans
W/7)
r
COMMONWEALTH of VIRGINIA
DEPARTMENT OF TRANSPORTATION
14031 OLD VALLEY PIKE
DAVID R. GEHR PO. BOX 278
COMMISSIONER EDINBURG, 22824-0278
September 18, 1995
Mr. P. Duane Brown, C.L.S. Ref:
C/O G. W. Clifford & Associates, Inc.
200 North Cameron Street
Winchester, VA 22601
Dear Duane:
SAD
WILLIAM H. BUSHMAN, P. E.
RESIDENT ENGINEER
TEL (540) 984.5600
FAX (540) 984.5607
Fredericktowne Estates
Sections X & XI
Route 1064
Frederick County
This is to acknowledge receipt of your revised plans dated September 5, 1995 to
the above referenced project. The plans appear satisfactory and are approved.
Please advise the developer accordingly.
I offer the following comments:
• A preconstruction conference be held by the engineer and/or developer with the
attendance of the contractor, various County agencies and VDOT shall be
conducted prior to initiation of work.
• Materials used and method of construction shall apply to current observed VDOT
Road & Bridge Specifications applicable dpsring construction of this
development.
• Our review and comments are general in nature. Should conditions in the field
exist such that additional measures are warranted, such measures shall be
completed to the satisfaction of the Department prior to inclusion into the
Secondary Road System.
Attached is a copy of the minimum requirements and information needed prior
to acceptance of subdivision streets into the Secondary System. This is the
responsibility ofrthe developer.
• All drainage is to be carried within the right-of-way in ditch lines or gutter
the street to a pipe or drainage easement.
• The contractor shall notify VDOT when work is to begin or ce fQr,1?4iy
undetermined length of time. VDOT will also require 48 hour " oti
inspections. ►��� >V� eM` �,,
01
TRANSPORTATION FOR THE 21 ST CENTURY
Mr. P. Duane Brown
Ref: Fredericktowne Estates, Sections X & XI
September 18,1995
Page 2
• The appropriate land use permits shall be obtained before any work is
performed on the State's right-of-way.
• If mailboxes are to be placed along the roadway fronting lots, a minimum of four
(4') feet shall be between the edge of pavement and the front of mailbox.
• Private entrances will be installed in accordance with VDOT's Standard PE-1
Specification. This is the developer's responsibility.
• Any signs to be installed will be in accordance with attachments.
• 1 suggest any utilities and/or storm sewer placed within the proposed right-of-
way be backfilled completely with C.R. Type 21-A Stone. This will greatly reduce
the possibility of any pavement settlement.
• In previous sections of this development problems have been occurring with
service utilities, i.e. Potomac Edison, Bell Atlantic, Shenandoah Gas Company
installing their road crossings after stone and in some cases pavement
placement. They have advised us they are not given sufficient time to schedule
their work prior to roadway construction. We have discussed this problem with
the contractor, Mr. Jerry King, on several occasions. However, please ensure
Mr. Holliday understands if the problem continues it may affect his ability to add
these streets to our Secondary System.
Should you need additional information, do not hesitate to call.
Sincerely,
William H. Bushman
Trans. Resident Engineer
By: Robert B. Childress
Permits & Subd. Spec. Supervisor
RBC/rf
Attachments
xc: Mr. T. L. Jackson
Mr. S. A. Melnikoff (w/ 2 copies of plan)
Mr. R. W. Watkins
Mr. H. E. Strawsnyder
Mr. Dave Holliday
Mr. Jerry King
�)UjfiJ
COMMONWEALTH Of VIRCjINIA
DEPARTMENT OF TRANSPORTATION
P. O. BOX 278
RAY D. PETHTEL EDINBURG, 22824
COMMISSIONER August 31, 1993
Mr. Dave Holliday
C/O Dave Holliday Construction, Inc.
P. O. Box 2715
Winchester, VA 22601
Dear Dave:
b;v�
WILLIAM H. BUSHMAN
RESIDENT ENGINEER
TELE(703)984-4133
FAX (703) 984-9761
Ref: Fredericktowne Estates
Frederick County
We are in receipt of your letter of August 9, 1993 concerning the shoulder widths in the
referenced project.
We have no objections to a reduction of the shoulder widths from 6' to 4' on the Sussex Circle
and Cumberland Court cul-de-sacs. An additional 4' should also be provided from the edge of
the shoulder to the center of the side ditch. Since portions of Patrick Place, Fairfax Drive, and
Montgomery Circle have already been constructed with 6' shoulders, to remain consistent with
the development, a reduction width on these streets will not be allowed.
Through copy of this letter to your engineer, we are asking the plans be revised to reflect the
above and that four copies submitted for our files.
Should you have any questions or if we can be of further assistance, please let me know.
Sincerely,
William H. Bushman
Trans. Resident Engineer
6� 1 11C15. 0. 14 1
By: Robert B. Childress
Hwy. Permits & Subd. Spec. Senior
RBC/rf
xc: Mr. S. A. Melnikoff
Mr. K. E. Dellinger
Mr. R. W. Watkins
G. W. Clifford & Associates, Inc.
Mr. Jerry King
TRANSPORTATION FOR THE 21 ST CENTURY
�J
Gave Wdeeidaa eomaeacaom, Voc.
August 9, 1993
Virginia Department of Transportation
Mr. Robert. Childress
Box 272
Edinburg, Virginia 22324
RE: Fredericktowne Estates
Dear Bob,
I am advised that an interpretation is necessary for King to complete
the cul-de-sacs at. Fredt:ricktowne Estates. He is currnetly building
the cul-de-sacs with a Gt shoulder and 41 ditch: with 1 t from: pavement
edge to center line of ditch.
Mr. King asked Clifford and Associates to revise the plans after King
spoke to your people in the field and was told to revise the plans to
show a 4t shoulder and 3' ditch with 7' from pavement- edge to ditch.
When Clifford and Associates talked to you about- how to file the plans,
you advise that a formal request., in writing by me, must be approved
before revising and resubmitting the drawings.
Please accept this letter as my formal request.
Sincerely Yours,
Dave Holliday
cc: Jerry King
C.W. Clifford and Associates, Inc.
AUG :� f
❑RLF
AR`M,CO
P.O. BOX 2715 - WINCHESTER, VIRGINIA 22601 - (703) 667-2120 - FAX (703) 667-5414 v
COMMONWEALTH of VIRCjINIA
RAY D. PETHTEL
COMMISSIONER
Mr. C. E. Maddox, Jr., P.E., V.P.
G. W. Clifford & Associates, Inc.
200 North Cameron Street
Winchester, VA 22601
Dear Chuck:
DEPARTMENT OF TRANSPORTATION
P. 0. BOX 278
EDINBURG,22824
August 16, 1993
w '/
WILLIAM H. BUSHMAN
• RESIDENT ENGINEER
TELE (703) 984-4133
FAX (703) 984-9761
Ref: Fredericktowne Estates
Section V, VI & VII
Frederick County
This is to follow-up on our phone conversation of August 13, 1993 and to express our concern over the
recent open cutting of Patrick Place in the referenced project to allow for the installation of a gas main.
As discussed, both Patrick Place and Warrior Road have had their surface pavements applied within the
last thirty (30) days. To our knowledge, the paving was completed without the benefit of having any
other utility crossings in place other than water and sewer facilities. Section 2.3-B of our Subdivision
Street Requirements Manual prohibits the open cutting of any hardsurface roadway except in extenuating
circumstances. Although hard shale material is present on the site, we do not feel the open cutting of
Patrick Place was an extenuating circumstance since the gas line could have been easily installed prior
to pavement installation.
Since Patrick Place has a prime and double seal pavement surface, a suitable patch may be acceptable
at this one location. However, if the developer chooses to allow additional open cutting of the streets,
we will not consider them for addition into the Secondary System unless our open cut replacement
specifications are met and the entire street surface is overlaid to cover the individual cuts.
Should you have any questions concerning the above or wish to discuss this matter further, please let
me know.
Sincerely,
William H. Bushman
Trans. Resident Engineer
By: Robert B. Childress
Hwy. Permits & Subd. Spec. Senior
RBC/rf
Enclosure
xc: Mr. S. A. Melnikoff, Mr. K. E. Dellinger, Mr. R. W. Watkins, Mr. H. E. Strawsnyder,
Mr. Dave Holliday, Mr. Jerry King, Mr. John Popovich
TRANSPORTATION FOR THE 21 ST CENTURY
B. Utilities
To assure the unencumbered dedication of the right-of-way for subdivision
street additions, easements or other interests within the platted right-of-way
shall be quit -claimed of any prior rights therein. In exchange, a permit may
be issued by the department for a utility to occupy the area involved. This
"permit will be processed by the resident engineer upon acceptance of the
street into the secondary system of state highways. No inspection fee is
required for permits so issued. However, the approval of the permit shall be
contingent upon the utility's compliance with applicable provisions of the
Permit Manual.
Insofar as is practical, longitudinal underground utilities shall be located
outside of the street's pavement. However, where the governing body has
established adequate requirements for the design, location, and construction
of underground utilities within the right-of-way for subdivision streets, they
shall become the department's requirements in that area and govern, provided
they are not in conflict with any applicable requirements of the department.
Departmental regulations prohibit the open -cutting of hardsurfaced roads
except in extenuating circumstances. Therefore, all underground utilities
within the right-of-way, as determined necessary by good engineering practice
to serve the complete development of adjacent properties, shall be installed
during the street's initial construction and prior to the application of its final
pavement surface course.
All above ground utilities shall be installed behind the sidewalk and/or as close
as possible to the limits of the street's right-of-way.
C. Spite Strips __Plans that include a reserved or "spite" strip which prohibits_ otherwise lawful
vehicular access to a street from the adjacent properties, whether within or
outside the subdivision, will not be approved.
52.4 Surety and Fees
A. Surety
1. Bond or Cash Deposit
The developer shall furnish an acceptable surety, in accordance with
Table III, to guarantee the satisfactory performance of the street for a
period of one year from the date of its acceptance into the secondary
system of state highways. The surety may be a performance bond, cash
deposit, certified check or other form mutually satisfactory to the
department and the developer.
2. Alternatives to Surety
a. In jurisdictions where the staff of the governing body administers a
comprehensive subdivision construction inspection program which has
been approved by the department, the surety may be waived upon
certification by the governing body that the proposed addition has
been constructed in accordance with approved plans and
specifications.
14
W .
RAY D. PETHTEL
COMMISSIONER
COMMONWEALTH Of VIRGINIA
DEPARTMENT OF TRANSPORTATION
P. 0. BOX 278
EDINBURG, 22824
June 28, 1993
Mr. C. E. Maddox, Jr., P.E., Vice President
G. W. Clifford & Associates, Inc.
200 North Cameron Street
Winchester, VA 22601
Dear Chuck:
P
WILLIAM H. BUSHMAN
RESIDENT ENGINEER
TELE(703)984-4133
FAX (703) 984-9761
Ref: Fredericktowne Estates
Sections V, VI & VII
Route 1063
Frederick County
This is in response to your letter of May 27, 1993 (copy attached) concerning the referenced
project. After conferring with Mr. John Riley, we have no objections to a reduction in the
typical section of Warrior Road through Sections V, VI and VII of the development to the design
which was approved for Sections I & II. However, we do ask 21-B Aggregate be used in lieu
of 21-A.
The following typical section will be required:
• 22' pavement width
• 6' shoulder width
• 8" CR Type 21-B Base Aggregate
• 1.5" Type SM-2A Asphalt Concrete
To avoid any confusion during construction, please revise the Section V, VI and VII plans to
reflect the above and submit four (4) copies for our files. Should you have any questions or if
we can be of further assistance, please let me know.
Sincerely,
William H. Bushman
Trans. Resident Engineer
By: Robert B. Childress
Hwy. Permits & Subd. Spec. Senior
RBC/rf
Attachment
xc: Mr. Steve A. Melnikoff
Mr. Kevin E. Dellinger
Mr. Terry L. Jackson
Mr. John R. Riley
Mr. Robert W. Watkins
Mr. H. Ed Strawsnyd%ANSPORTATION FOR THE 21 ST CENTURY
gilbert w. cli f f ord & associates, inc.
200 North Cameron Street • Winchester, Virginia 22601
703-667-2139 • Fax: 703-665-0493
May 27,1993 1,00,001f
Mr. Bob Childress
Va. Department of Transportation Z,Y-
P.O. Box 278
Edinburg, Virginia 22824
Re: Fredericktowne Estates
Sections 5, 6 & 7
Dear Bob,
Attached is an assemblage of information relating to the history of
pavement design in the above project for your ready reference.
Item 1 is
the
original design approved for Section 1 and 2
by VDOT after a
traffic study of
the
subdivision. It
provides for 22' pavement,
1.5" bituminous
concrete and 8"
of 21A. Item 2 is your comments on the plans
during review of
the Section 5 plans
which require a
much thicker pavement with
24' pavement.
The reason for
this
change was due
to -the plan, at that time,
which called for
this road (then
Golliday Drive) to
carry through traffic with
a connection to
Route 277 to
the
south. I have
also included correspondence of the time
involved.
You will soon receive a letter from Frederick County advising that the
County no longer plans to use GollidaylWarriorlSurry (however you want to
call it) as a collector road. We would appreciate your office confirming the
reduction of road construction requirements back to the original 8" 21A and 1
112"' surface bituminous concrete.
Thank you for this assistance.
urs raSin J ddox, Jr., P.E., Vice President
Gilbert W. Clifford & Associates, Inc.
CEMlcls
cc: Mr. Dave Holliday
APR 1 21993
COMMONWEALTH of VIRCjINIA
RAY D. PETHTEL
COMMISSIONER
Mr. Dave Holliday
C/O Dave Holliday Const., Inc.
Post Office Box 2715
Winchester, VA 22601
Dear Dave:
DEPARTMENT OF TRANSPORTATION
P. O. BOX 278
EDINBURG, 22824
April 6, 1993
45
WILLIAM H. BUSHMAN
RESIDENT ENGINEER
TELE (703) 984-4133
FAX (703) 984-9761
Ref.- Fredericktowne Estates Subdivision
Sections V, VI & VII
Frederick County
This is in response to our telephone conversation last week concerning the options presented to you in
our letter of March 18, 1993 (copy attached) regarding the referenced project. It is my understanding
you are in agreement to provide us with inspection and test results, certified by a professional engineer,
which assures the work being performed within the street rights -of -way by your contractor is in
accordance with current VDOT Road & Bridge Standards and Specifications.
As you are aware, the area of most concern to us is the proper backfilling and compaction of
utilities/storm server trenches and roadway fill. Our Road & Bridge Specifications specify backfill
material will be placed in layers of no greater than 6" in depth prior to compaction. Therefore, tests will
need to be taken on each 6" lift of material placed and at horizontal intervals determined by our on site
Inspector. Any competent consulting firm will be familiar with our standard specifications and testing
procedures. However, we will be more than happy to meet with you and/or their representative to review
what is expected. With your contractor continuing to install underground utilities, we suggest action be
taken soon to avoid any additional costs or delays.
We appreciate your cooperation in this matter and ask you to confirm your intention in writing at your
earliest possible convenience. Please give me a call if you have any questions concerning the above.
RBC/rf
Enclosure
xc: Mr. Steve A. Melnikoff
Mr. Robert W. Watkins
Mr. H. Ed Strawsnyder
Mr. Chuck Maddox
Mr. Jerry King
Sincerely,
William H. Bushman
Trans. Resident Engineer
(�� /�. auk -'
By: Robert B. Childress
Hwy. Permits & Subd. Spec. Senior
TRANSPORTATION FOR THE 21 ST CENTURY
COMM L1 H of VIR'INIA
RAY D. PETHTEL
COMMISSIONER
Mr. Dave Holliday
C/O Dave Holliday Const., Inc.
P. O. Box 2715
Winchester, VA 22601
Dear Dave:
DEPARTMENT OF TRANSPORTATION
P 0, BOX 278
EDINBURG.22824 WILLIAM H. BUSHMAN
RES -_`;T ENGINEE-
March 18, 1993 TE= 7'3I984-4133
FAY 7'�3;984-9761
Ref: Fredericktowne Estates Subdivision
Sections V, VI & VII
Frederick County
I am again writing concerning problems we are encountering with your contractor, Mr. Jerry
King of King's Plumbing & Heating.
On Friday, March 12, 1993 Mr. S. A. Melnikoff, our Permit & Subdivision Specialist in
Frederick County, was making a routine inspection of your Fredericktowne Estates Subdivision
and found Mr. King working within Sections V, VI & VII. Mr. King had already installed and
backfilled approximately 350' of 8" sanitary sewer main and manholes numbers 52, 53 & 61
within the Golladay Road right-of-way. At no time during the visit did Mr. Melnikoff see any
attempt being made to compact the trench backfill nor was any compaction equipment witnessed
on site. Furthermore, large pieces of fractured shale and mud were noticed within the backfill.
When Steve questioned Mr. King about compaction of the trench, Jerry indicated he would
compact the backfill when he came back to install the service laterals. At that time he would
re -excavate the trench and compact the material with a vibratory roller.
Our utility trench backfill requirements specify layers of no greater than 6" in depth, before
compaction, be placed and compacted by rolling, tamping with mechanical ramers or hand
tamping. If vibratory rollers are used, their motors shall not be activated until at least 3' of rill
is over the pipe. A minimum 95 90 theoretical density at optimum moisture content is to be
obtained.
While I am certainly not questioning Mr. King's honesty or integrity', I cannot believe it would
be economically feasible for him or any other contractor to install approximately 350' of sew.-r
line at a depth of 12' ± and then at a future date re -excavate the backfill material and replace
it to meet our requirements. Furthermore, I have to wonder why Mr. King did not contact our
personnel prior to starting construction on this project so we could be available for necessary
inspection. I thought I had made it perfectly clear to Mr. King and yourself the neec w
effectively communicate his activities to us when similar problems arose in your Hampton Cha-se
Subdivision last summer. Also, a condition in our site plan approval letter to your engineer in
April, 1992 was that the contractor contact our office 48 hours in advance of any work activities.
TRA\S?ORTATION "FOR THE 21ST CENT.'Rl
Mr. Dave Holliday
Ref: Fredericktowne Estates Subdivision, Sections V, VI & VII
March 18, 1993
Page Two
We feel we have done everything possible to work with your contractor to resolve the problems
which were experienced last summer. However, it is now apparent Mr. King continues to
disregard our construction requirements and specifications. When I wrote to you last summer
I indicated if the situation did not improve we would have to re-evaluate the matter. At this
point I cannot continue to expect my already limited subdivision inspection staff to devote the
time necessary to ensure Mr. King is comply with our requirements when the same problems
are not occurring with other contractors. Furthermore, I cannot in good conscience accept the
streets into the State's maintenance system knowing the highest quality standards are not being
met.
If you wish to continue to use King's Plumbing & Heating in the construction of your
developments and you desire the Commonwealth to accept the streets into the Secondary System,
I offer the following options:
1. We will continue to provide the same level of inspection currently used. However, the
amount of your guarantee bond at the time of addition will be adjusted upward and the
time lengthened to a minimum of three (3) years.
2. We will assign a full-time construction inspector to your projects on an account
receivable basis.
3. The County of Frederick can provide the necessary construction inspection of the rights -
of -way and guarantee to us in writing all VDOT standards and specifications have been
met prior to addition.
4. You could employ a professional consulting firm to provide the necessary inspection and
testing with a copy of all results, certified by a professional engineer, provided to us.
Again, I feel we have done everything within reason to rectify the past problems we have
experienced with your contractor and regret having to impose these measures. However,
without action we simply cannot achieve a safe, attractive and quality built roadway system we
are all desiring.
Please let me know which option you intend to pursue within the next week and please feel free
to give me a call to discuss the matter.
Sincerely,
William H. Bushman, P.E.
Trans. Resident Engineer
RBC/rf
Enclosures
zc: Mr. Robert L. Moore, Mr. Robert B. Childress, Mr. Steve A. Melnikoff,
Mr. Robert W. Watkins, Mr. H. Ed Strawsnyder, Mr. Chuck E. Mattox, Jr.,
Mr. Jerry King
COMMONWEALTH of VIRGINZ
RAY D. PETHTEL
COMMISSIONER
Mr. Dave Holliday
C/O Dave Holliday Const., Inc.
P. O. Box 2715
Winchester, VA 22601
Dear Dave:
iw^
DEPARTMENT OF TRANSPORTATION
P. 0. BOX 278 �t�•ti
EDINBURG, 22824 /"WILLIAM H. BUSHMAN
✓ RESIDENT ENGINEER
March 18, 1993 TELE (703) 984-4133
FAX.(703)984-9761
Ref: Fredericktowne Estates Subdivision
Sections V, VI & VII
Frederick County
I am again writing concerning problems we are encountering with your contractor, Mr. Jerry
King of King's Plumbing & Heating.
On Friday, March 12, 1993 Mr. S. A. Melnikoff, our Permit & Subdivision Specialist in
Frederick County, was making a routine inspection of your Fredericktowne Estates Subdivision
and found Mr. King working within Sections V, VI & VII. Mr. King had already installed and
backfilled approximately 350' of 8" sanitary sewer main and manholes numbers 52, 53 & 61
within the Golladay Road right-of-way. At no time during the visit did Mr. Melnikoff see any
attempt being made to compact the trench backfill nor was any compaction equipment witnessed
on site. Furthermore, large pieces of fractured shale and mud were noticed within the backfill.
When Steve questioned Mr. King about compaction of the trench, Jerry indicated he would
compact the backfill when he came back to install the service laterals. At that time he would
re -excavate the trench and compact the material with a vibratory roller.
Our utility trench backfill requirements specify layers of no greater than 6" in depth, before
compaction, be placed and compacted by rolling, tamping with mechanical ramers or hand
tamping. If vibratory rollers are used, their motors shall not be activated until at least 3' of fill
is over the pipe. A minimum 95 % theoretical density at optimum moisture content is to be
obtained.
While I am certainly not questioning Mr. King's honesty or integrity, I cannot believe it would
be economically feasible for him or any other contractor to install approximately 350' of sewer
line at a depth of 12' ± and then at a future date re -excavate the backfill material and replace
it to meet our requirements. Furthermore, I have to wonder why Mr. King did not contact our
personnel prior to starting construction on this project so we could be available for necessary
inspection. I thought I had made it perfectly clear to Mr. King and yourself the need to
effectively communicate his activities to us when similar problems arose in your Hampton Chase
Subdivision last summer. Also, a condition in our site plan approval letter to your engineer in
April, 1992 was that the contractor contact our office 48 hours in advance of any work activities.
TRANSPORTATION FOR THE 21 ST CENTURY
Mr. Dave Holliday
Ref: Fredericktowne Esta.es Subdivision, Sections V, VI & V1.
March 18, 1993
Page Two
We feel we have done everything possible to work with your contractor to resolve the problems
which were experienced last summer. However, it is now apparent Mr. King continues to
disregard our construction requirements and specifications. When I wrote to you last summer
I indicated if the situation did not improve we would have to re-evaluate the matter. At this
point I cannot continue to expect my already limited subdivision inspection staff to devote the
time necessary to ensure Mr. King is comply with our requirements when the same problems
are not occurring with other contractors. Furthermore, I cannot in good conscience accept the
streets into the State's maintenance system knowing the highest quality standards are not being
met.
If you wish to continue to use King's Plumbing & Heating in the construction of your
developments and you desire the Commonwealth to accept the streets into the Secondary System,
I offer the following options:
1. We will continue to provide the same level of inspection currently used. However, the
amount of your guarantee bond at the time of addition will be adjusted upward and the
time lengthened to a minimum of three (3) years.
2. We will assign a full-time construction inspector to your projects on an account
receivable basis.
3. The County of Frederick can provide the necessary construction inspection of the rights -
of -way and guarantee to us in writing all VDOT standards and specifications have been
met prior to addition.
4. You could employ a professional consulting firm to provide the necessary inspection and
testing with a copy of all results, certified by a professional engineer, provided to us.
Again, I feel we have done everything within reason to rectify the past problems we have
experienced with your contractor and regret having to impose these measures. However,
without action we simply cannot achieve a safe, attractive and quality built roadway system we
are all desiring.
Please let me know which option you intend to pursue within the next week and please feel free
to give me a call to discuss the matter.
Sincerely,
William H. Bushman, P.E.
Trans. Resident Engineer
RBC/rf
Enclosures
xc: Mr. Robert L. Moore, r. Robert B. Childress, Mr. Steve A. Melnikoff,
Mr. Robert W. WatkinA Mr. H. Ed Strawsnyder, Mr. Chuck E. Mattox, Jr.,
Mr. Jerry King
d�.
COMMONWEALTH of VlRCjINIA
DEPARTMENT OF TRANSPORTATION
P. 0. BOX 278
RAY D. PETHTEL EDINBURG, 22824
COMMISSIONER April 14, 1992
Mr. P. Duane Brown, C.L.S.
CIO G. W. Chord & Associates
200 North Cameron Street
P. 0. Box 2104
Winchester, VA 22601
Dear Duane:
WILLIAM H. BUSHMAN
RES':P4T ENGINEER
Ref.- Fredericktowne Estates Subdivision
Sections V, VI & VII
Frederick County
This is to acknowledge receipt of your revised plans dated March 27, 1992 to the above
referenced location. The plans appear satisfactory and are approved. Please advise the
developer accordingly.
I offer the following comments:
A preconstruction conference be held by the engineer and/or developer with the attendance
of the contractor, various County agencies and VDOT shall be conducted prior to initiation
of work.
• Materials used and method of construction shall apply to current observed VDOT Road &
Bridge Specifications applicable during construction of this development.
• Our review and comments are general in nature. Should conditions in the field exist such
that additional measures are warranted, such measures shall be completed to the
satisfaction of the Department prior to inclusion into the Secondary Road System.
• Attached is a copy of the minimum requirements and information needed prior to
acceptance of subdivision streets into the Secondary System. This is the responsibilin, of
the developer.
• All drainage is to be carried within the right-of-way in ditch lines or gutters along the
street to a pipe or drainage easement.
• The contractor shall notify, IDOT when work is to begin or cease for any underer'";i>>ied
length of time. VDOT will also require 48 hours notice for inspections.
• The appropriate land use permits shall be obtained before any work is performed on the
State's right-of-way.
TRANSPORTATION FOR THE 21 ST CENTURY
• If mailboxes are to be placed along the roadway fronting lots, a minimum of four (4') feet
shall be between the edge of pavement and the front of mailbox as shown on the plan
detail.
• Private entrances will be installed in accordance with our standard PE -I Specifications.
This is the developer's responsibility.
• Any signs to be installed will be in accordance with attachments.
• I suggest any utilities and/or storm sewer placed within the proposed right-of-way be
backfilled completely with C.R. Type 21-A Stone. This will greatly reduce the possibility
of any pavement settlement.
• We again suggest the existing section of Golladay Road in Section II be upgraded back to
Westmoreland Drive with a 24' pavement width and 1. S " SM-2A, 3 " BM-2 and 8 " of 21-B
base aggregate pavement design due to this street becoming a future connector road. If
not, the two different street widths will need to be tied together with an asphalt taper.
Should you need additional information, do not hesitate to call.
Sincerely,
William H. Bushman
Trans. Resident Engineer
By: Robert B. Childress
Hwy. Permits & Subd. Spec. Senior
RBCIrf
Attachments
xc: Mr. R. L. Moore
Mr. C. E. Mattox
Mr. D. W. Hawkins (WI copy of plans)
Mr. R. W. Watkins
Mr. H. E. Strawsnyder
Mr. Dave Holliday
July 21, 1992
Mr. Dave Holliday Ref: Hampton Chase Subdivision
C/O Dave Holliday Const., Inc. Frederick County
P. O. Box 2715
Winchester, VA 22601
Dear Dave:
This is to follow-up on our telephone conversation of Monday afternoon,
July 20th, regarding problems we are encountering in the construction of your
Hampton Chase Subdivision. I also met with Mr. Jerry King this morning
(07121192) regarding the same issues.
Mr. King furnished us a copy of the compaction test results on Ft. Collier Road
at various sewer lateral installations. We have no reason to question the
veracity of these results.
The problems we are having are all communication related. Due to our reduced
staffing and increased workload we cannot be present at various development sites
as we have been in the past. We have stressed to all developers and contractors
the need to give our inspection personnel sufficient notice of critical roadway
activities. For the most part this has been done.
The problems with Hampton Chase are due to Mr. King not providing us with
sufficient notification of these critical operations and/or proceeding (and often
completing them).
I stressed to Jerry the need to let us know what his schedule is and more
importantly letting us know of changes from it. Our inspectors' trucks have
two-way radios, Bob Childress has a car phone, the.Winchester Office Is fax number
is (703) 722-3462. With all these "channels" I feel it is reasonable to expect
better notificatioh of Jerry's activities. We do not have these type of problems
with other contractors.
Regarding this most recent incident, we would appreciate the completion of the
compaction testing which Jerry indicated was being done. Furthermore, we expect
much enhanced notification of pending and changed operations affecting the
roadway.. If this situation does not .improve we will have to re-evaluate the
matter; including extending the performance bond period appropriately.
I hope this will help put these problems behind us. We want the best quality
products for all concerned. We also consider the relationships we build to be
healthy and long lasting, for they are "products" of high quality.
Please call me if you have any questions.
Sincerely,
William H. Bushman, P.E.
Trans. Resident Engineer
WHB/rf
xc: Mr. Jerry King
Mr. Robert B. Childress
Mr. Dwight W. Hawkins �!
bxc: Mr. Robert L. Moore,`'i,
COMMONWEALTH Of VIRGINIA
DEPARTMENT OF TRANSPORTATION
P. 0. BOX 278
RAY D. PETHTEL EDINBURG, 22824
COMMISSIONER
January 5, 1993
Mr. P. Duane Brown, C.L.S.
C/O G. W. Clifford & Associates, Inc.
200 North Cameron Street
Winchester, VA 22601
Dear Duane:
ILA WILLIAM H. BUSHMAN
RESIDENT ENGINEER
/ TELE (703) 984-4133
FAX (703) 984-9761
Ref: Fredericktowne Estates
Sections V, VI, & VII
Frederick County
This is to acknowledge receipt of your letter of transmittal dated November 23, 1992 and revised
site plans detailing the elimination of a DI-7 Drop Inlet at approximate Station 8+50 Golladay
Road and the addition of new Culvert No. 2 in the referenced project. The proposal appears
satisfactory as submitted and is therefore approved. Please advise the developer accordingly.
Please resubmit four (4) complete sets of the revised site plans so we may update our files.
Should you have any questions, please let me know.
RBC/rf
xc: Mr. T. L. Jackson
Mr. R. W. Watkins
Sincerely,
William H. Bushman
Trans. Resident Engineer
(:�� /S . eo-4-4�
By: Robert B. Childress
Hwy. Permits & Subd. Spec. Senior
JAN_7,,.
MM
Tn w.�r n�nTw TI/1w1 1-1 T.c lov
COMMONWEALTH of VIRCjINIA
DEPARTMENT OF TRANSPORTATION
P. O. BOX 278
RAY D. PETHTEL EDINBURG, 22824
COMMISSIONER
April 21, 1992
Mr. P. Duane Brown, C.L.S.
G. W. Clifford & Associates, Inc.
P. O. Box 2104
Winchester, VA 22601
Dear Duane:
WILLIAM H. BUSHMAN
RESIDENT ENGINEER
Ref: Fredericktowne Estates
Section VII
Frederick County
As requested we have signed and are returning the final subdivision plats of the above referenced
development.
If we can be of further assistance, please let us know.
RBC/rf
Enclosures
xc: Mr. R. W. Watkins
Sincerely,
William H. Bushman
Trans. Resident Engineer
By: Robert B. Childress
Hwy. Permits & Subd. Specialist Sr.
APR 2 219T
TRANSPORTATION FOR THE 21 ST CENTURY
RAY D. PETHTEL
COMMISSIONER
I k• '
APR 1 71992
COMMONWEALTH of ` IRGINU. ' - -
DEPARTMENT OF TRANSPORTATION
P. O. BOX 278
EDINBURG, 22824
Mr. P. Duane Brown, C.L.S.
CIO G. W. Clifford & Associates
200 North Cameron Street
P. O. Box 2104
Winchester, VA 22601
Dear Duane:
April 14, 1992
Ref.-
WILLIAM H. BUSHMAN
RESIDENT ENGINEER
V
Fredericktowne Estates Subdivision
Sections V, VI & VII
Frederick County
This is to acknowledge receipt of your revised plans dated March 27, 1992 to the above
referenced location. The plans appear satisfactory and are approved. Please advise the
developer accordingly.
I offer the following comments:
• A preconstruction conference be held by the engineer and/or developer with the attendance
of the contractor, various County agencies and VDOT shall be conducted prior to initiation
of work.
• Materials used and method of construction shall apply to current observed VDOT Road &
Bridge Specifications applicable during construction of this development.
• Our review and comments are general in nature. Should conditions in the field exist such
that additional measures are warranted, such measures shall be completed to the
satisfaction of the Department prior to inclusion into the Secondary Road System.
• Attached is a copy of the minimum requirements and information needed prior to
acceptance of subdivision streets into the Secondary System. This is the responsibility of
the developer.
• All drainage is to be carried within the right-of-way in ditch lines or gutters along the
street to a pipe or drainage easement.
• The contractor shall note VDOT when work is to begin or cease for any undetermined
length of time. VDOT will also require 48 hours notice for inspections.
• The appropriate land use permits shall be obtained before any work is performed on the
State's right-of-way.
TRANSPORTATION FOR THE 21 ST CENTURY
• If mailboxes are to be placed along the roadway fronting lots, a minimum of four (4') feet
shall be between the edge of pavement and the front of mailbox as shown on the plan
detail. '
• Private entrances will be installed in accordance with our standard PE-1 Specifications.
This is the developer's responsibility.
• Any signs to be installed will be in accordance with attachments.
• I suggest any utilities and/or storm sewer placed within the proposed right-of-way be
backfilled completely with C.R. Type 21 A Stone. This will greatly reduce the possibility
of any pavement settlement.
• We again suggest the existing section of Golladay Road in Section II be upgraded back to
Westmoreland Drive with a 24' pavement width and 1.5 " SM-2A, 3 " BM-2 and 8 " of 21-B
base aggregate pavement design due to this street becoming a future connector road. If
not, the two different street widths will need to be tied together with an asphalt taper.
Should you need additional information, do not hesitate to call.
Sincerely,
William H. Bushman
Trans. Resident Engineer
By: Robert B. Childress
Hwy. Permits & Subd. Spec. Senior
RBC/rf
Attachments
xc: Mr. R. L. Moore
Mr. C. E. Mattox
Mr. D. W. Hawkins (/ copy of plans)
Mr. R. W. Watkins \/
Mr. H. E. Strawsnyder
Mr. Dave Holliday
RAY D. PETHTEL
COMMISSIONER
COMMONWEALTH of VIRQIINJA
DEPARTMENT OF TRANSPORTATION
P. O. BOX 278
EDINBURG,22824
April 14, 1992
Mr. P. Duane Brown, C.L.S.
G. W. Clifford & Associates, Inc.
P. O. Box 2104
Winchester, VA 22601
Dear Duane:
WILLIAM H. BUSHMAN
✓_"}/L�J,�, RESIDENT ENGINEER
Ref: Fredericktowne Estates
Sections V, VI & VII
Frederick County
As requested we have signed and are returning the final subdivision plats of Sections V and VI
of the referenced project. However, we are unable to sign off on the Section VII plats until the
missing drainage easements as marked in red on Sheets 4 & 5 of 5 of the enclosed copy are
included.
Should you have any questions concerning the above, please let me know.
RBC/rf
Enclosures
Sincerely,
William H. Bushman
Trans. Resident Engineer
By: Robert B. Childress
Hwy. Permits & Subd. Specialist Sr.
TRANSPORTATION FOR THE 21 ST CENTURY
COUNTY of FREDERICK
Department of Planning and Development
703/665-5651
FAX 703/678-0682
October 17, 1991
G. W. Clifford & Associates
Attn: Tom..Price
P.O. Box 2104
Winchester, -VA 22601
Dear Tom:
This letter is to confirm action taken by the Frederick County
Planning Commission at their meeting of October 16, 1991.
Sections 5, 6 and 7 of the Fredericktowne Estates Subdivision was
approved for single family dwellings. This property is located
east of Stephens City, north of Fredericktowne Estates, sections 3
and 4 and north of section 2, in the Opequon District and is
identified as GPIN 750000A0000072.
Final Administrative approval is contingent upon addressing all
outstanding review agency comments and the submission of final
plats, complete with the appropriate signatures, bonding and a
letter of credit.
Please call if you have any questions regarding the requirements
for this approval.
Sincerely,
W. W ne Miller
Subdivision Administrator
WWM/slk
cc: Top of Va. Development Corp.
i
9 N. Loudoun Street
THE COURTHOUSE COMMONS
P.O. Box 601 - Winchester, Virginia - 22601
RAY D. PETHTEL
COMMISSIONER
JtMhR'T'l.'"rb 1 7 1-092
COMMONWEALTH of VIRGINIA
DEPARTMENT OF TRANSPORTATION�,��
P. O. BOX 278
EDINBURG, 22824 WILLIAM H. BUSHMAN
RESIDENT ENGINEER
March 16, 1992
Mr. P. Duane Brown, C.L.S.
C/O G. W. Clifford & Associates, Inc.
P. O. Box 2104
Winchester, VA 22601
Dear Duane:
Ref: Fredericktowne Estates
Sections V, VI & VII
Frederick County
Upon further review of the above referenced site plan dated September 27, 1991
please find our recommendations on the enclosed plans marked in red and as
follows:
1. Pipe Culverts No. 5 and No. 6 on Cumberland Court are to be increased
to 45"x29" R.C.E.P. and Culvert No. 4 to 49"02" R.C.E.P.
2. Pipe Culverts No. 2 and No. 2A on Golladay Road are to be increased
in size to 76"x48" R.C.E.P. The 8` diameter manhole connecting these
pipes should have a DI-7 top with Type III grate in lieu of the
proposed DI-1 top.
3. Standard EC-3 soil stabilization material is to be extended as noted.
4. In our previous reviews we overlooked the need for a grade "landing"
on the Patrick Place intersection with Golladay Road. The proposed
change is noted on plan Sheet 5 of 8 showing an approximate 40'
vertical curve.
Please revise the plans in accordance with the above recommendations and
resubmit four (4) copies for final approval. Should any changes be deemed
necessary please design them to meet or exceed the above recommendations.
Should you have any questions, please let me know.
Sincerely,
William H. Bushman
Trans. Resident Engineer
By: Robert B. Childress
Hwy. Permits & Subd. Specialist Sr.
RBC/rf
Enclosure
xc: Mr. C. E. Mattox
Mr. D. W. Hawkins
Mr. R. W. Watkins TRANSPORTATION FOR THE 21 ST CENTURY
Mr. H. E. Strawsnyder
G.W.CLIFFORD & ASSOCIATES, INC.
200 N.CAMERON ST.
PO BOX 2104
WINCHESTER, VIRGINIA 22601
703-667-2139
TO: Virginia Department of Transportati,
Edinbura, Virginia 22824 1
LETTER OF TRANSMITTAL
PRESENT DATE JOB NO.
April 3, 1992
ATTENTION Bob Childress
RE:1=rne1nrit-ktnwnn FCtatAC
WE ARE SENDING YOU I ^ I ATTACHED a UNDER SEPARATE
l HAND DELIVERED ❑ CHANGE ORDER SAMPLES
SHOP DRAWINGS Fx-1 PRINTS x❑ PLANS
COPY OF LETTER
COPIES I DATE I DESCRIPTION
4 June '91 lConstruction Drawings (revised 3/27
x0 ARE TRANSMITTED APPROVED/SUBMITTED
X❑ FOR APPROVAL F I APPROVED/AS NOTED
FOR YOUR USE RETURN/CORRECTIONS
AS REQUESTED
FOR REVIEW or COMMENT
FOR BIDS DUE ------------ 19___
REMARKS
VIA THE FOLLOWING ITEMS
SPECIFICATIONS
❑ OTHER
❑ RESUBMITFOR APPROVAL
SUBMIT FOR DISTRIBUTION
RETURNED_ CORRECTED PRINTS
ED LOAN PRINT/RETURN
❑ RETURN/WITH SIGNATURES
The attached construction drawings have been revised per your letter dated March 16, 1992.
COPY TO: Dave Holliday SIGNED P. Duane Brown, C.L.S.
John Whitacre
.- REV. 2.0
APR - 3 t992
1 �� i
i COUNTY of FREDERICK
Harvey E. Strawsnyder, Jr., P.E.
Director of Engineering & General Services
703/665-5643
FAX: 703/678-0682
MEMORANDUM
TO: Wayne Miller, Zoning Administrator
FROM: Harvey E. Strawsnyder, Jr., P.E., Director of Engineering.
SUBJECT: Donohue Comments Dated July 16, 1991 Fredericktowne
Estates, Sections 5,6,and 7
DATE: October 16, 1991
I have discussed the above comments with Chuck Maddox, of
G. W. Clifford and Associates, Inc. As a result of this discussion,
the following action will be taken:
1. Several comments were directed toward lot 119 which
had been graded to divert stormwater into culvert #2
which crosses under Golladay Road. The actual
hydraulic calculations appear adequate to handle the
ten (10) year storm. However, the grading and
resultant stormwater easement does impact the
aesthetics of the lot. Consequently, Mr. Maddox has
agreed to re-evaluate the layout with the possible
option of piping the storm flows under the lot. This
option will greatly improve the aesthetics as well as
allow the implementation of a basement level.
2. Donohue raised the question of an inadequate pavement
section on Golladay Road. The pavement design of
1/211-SM-2A, 3"-BM-3 and 8"-21-B appears more than
adequate to handle the anticipated traffic loading.
This section is reflected on Sheet 4 of 8.
3.10 In general, stormwater management is being
accomplished by open ditches and culverts. Culvert
sizes have been specified for a majority of driveway
entrances, where culverts are required.
4. A majority of the stormwater flows from Sections 5, 6
and 7 is being diverted into a natural drainage swale
which intersects Wrights Run at least 300 yards
downstream of the Fredericktowne Estates property
9 North Loudoun St. - P.O. Box 601 - Winchester, Virginia - 22601
Wayne Miller
Page Two
October 16, 1991
boundary. It is true that the development adjacent to
Wrights Run has increased the stormflows. Frederick
County is currently involved in a channel improvement
project along Wrights Run from the Pines Subdivision
through Fredericktowne Estates. We are also looking
at a site downstream of this area to construct a
regional stormwater detention structure. This
combined action should alleviate many of the
stormwater management problems which currently exist
in the Fredericktowne area without adversely affecting
the downstream area of Wrights Run.
5. The Erosion and Sediment narrative will be revised to
reflect a hydrologic group C rather than B.
6. A runoff coefficient, C, of 0.4 was utilized in the
evaluation of the stormwater flows. This value has
been adopted by the Virginia Department of
Transportation for the evaluation of storm flows in
subdivisions. We cannot discount the use of an
accepted design standard without performing a detailed
study to prove that a higher coefficient is more
appropriate.
HES:rls
cc: file
PC Review - 10/16/91
SUBDIVISION APPLICATION
FREDERICKTOWNE ESTATES
Sections 5, 6 and 7
LOCATION: East of Stephens City, north of Fredericktowne
Estates, sections 3 and 4 and north of section 2
MAGISTERIAL DISTRICT: Opequon
PROPERTY ID NO: 75000OA0000072
ZONING & PRESENT USE: Zoned R-P (Residential Performance).
present use - vacant
ADJOINING PROPERTY ZONING & USE: Zoned R-P (Residential
Performance - residential and vacant
REVIEW EVALUATIONS:
Va. Department of Transportation: See attached letter dated
July 17, 1991 from Robert B. Childress.
Inspections Department: Building shall comply with the
Uniform Statewide Building Code and section 309.0 Use Group-
R of the BOCA National Building Code 111990"
Fire Marshall: I see no problems with approval of this
subdivision. I will request two changes in hydrant
locations to facilitate fire dept. operations. Relocate the
hydrant from lots 148/149 to the corner of Fairfax Drive and
Cumberland Court. Also, relocate the hydrant from lots
137/138 to the intersection of Patrick Place and Sussex
Circle. Placing hydrants at intersections puts them on 8"
mains which will give better coverage.
Sanitation Authority: Correct and resubmit. ist review -
29 items.
Engineer: See attached letter dated July 16, 1991 to Ed
Strawsnyder, Director of Engineering, from Paul Bernard,
Donohue.
Page -2-
Fredericktown Estates
Subdivision
Parks & Recreation: The required open space for the three
referenced sections of this subdivision is 2.5949 acres.
2.2356-acres, of which 86% is considered usable open space,
have been provided. G. W. Clifford & Associates, Inc. has
stated that this deficiency in open space will be addressed
in future sections as developed.
Planning & Zoning: This requested subdivision is in
conformance with the master plan with the exception of the
change in design of Sussex Circle. This revision was made
to reduce the number of driveways accessing Golladay Road.
However, there is no guarantee that the purchaser of lots
128 and 129, along with lots 119 and 123 located along
Patrick Place, won't choose to locate their driveways along
Golladay Road. All review agency comments have been
addressed with the exception of the Engineer's and the Fire
Marshal's. It is the staff's opinion that several
engineering concerns need to be addressed. Will a one and a
half inch S-5 surface on top of an 8 inch aggregate base be
adequate for Golladay Road? The runoff coefficient of C of
0.4 needs to looked at. It has been found that the runoff
is much higher. With higher runoff coefficients, some of
the culverts will require upsizing. The potential for
problems with backwater and erosion around culvert 2 need to
be addressed.
STAFF RECOMMENDATIONS FOR 10/16/91 MTG: Approval with the
condition that the comments of the Fire Marshal and the
Consulting Engineer be adequately addressed.
'I�4 �-J.
i COUNTY of FREDERICK
Harvey E. Strawsnyder, Jr., P.E.
Director of Engineering & General Services
703/665-5643
FAX: 703 / 678-0682
MEMORANDUM
TO: Wayne Miller, Zoning Administrator
FROM: Harvey E. Strawsnyder, Jr., P.E., Director of Engineering.
SUBJECT: Donohue Comments Dated July 16, 1991 Fredericktowne
Estates, Sections 5,6,and 7
DATE: October 16, 1991
I have discussed the above comments with Chuck Maddox, of
G. W. Clifford and Associates, Inc. As a result of this discussion,
the following action will be taken:
1. Several comments were directed toward lot 119 which
had been graded to divert stormwater into culvert #2
which crosses under Golladay Road. The actual
hydraulic calculations appear adequate to handle the
ten (10) year storm. However, the grading and
resultant stormwater easement does impact the
aesthetics of the lot. Consequently, Mr. Maddox has
agreed to re-evaluate the layout with the possible
option of piping the storm flows under the lot. This
option will greatly improve the aesthetics as well as
allow the implementation of a basement level.
2. Donohue raised the question of an inadequate pavement
section on Golladay Road. The pavement design of
1/211-SM-2A, 3"-BM-3 and 8"-21-B appears more than
adequate to handle the anticipated traffic loading.
This section is reflected on Sheet 4 of 8.
3. In general, stormwater management is being
accomplished by open ditches and culverts. Culvert
sizes have been specified for a majority of driveway
entrances, where culverts are required.
4. A majority of the stormwater flows from Sections 5, 6
and 7 is being diverted into a natural drainage swale
which intersects Wrights Run at least 300 yards
downstream of the Fredericktowne Estates property
9 North Loudoun St. - P.O. Box 601 - Winchester, Virginia - 22601
Wayne Miller
Page Two
October 16, 1991
boundary. It is true that the development adjacent to
Wrights Run has increased the stormflows. Frederick
County is currently involved in a channel improvement
project along Wrights Run from the Pines Subdivision
through Fredericktowne Estates. We are also looking
at a site downstream of this area to construct a
regional stormwater detention structure. This
combined action should alleviate many of the
stormwater management problems which currently exist
in the Fredericktowne area without adversely affecting
the downstream area of Wrights Run.
5. The Erosion and Sediment narrative will be revised to
reflect a hydrologic group C rather than B.
6. A runoff coefficient, C, of 0.4 was utilized in the
evaluation of the stormwater flows. This value has
been adopted by the Virginia Department of
Transportation for the evaluation of storm flows in
subdivisions. We cannot discount the use of an
accepted design standard without performing a detailed
study to prove that a higher coefficient is more
appropriate.
HES:rls
cc: file
COMMONWEALTH of VIRCjINIA
DEPARTMENT OF TRANSPORTATION
P. 0. BOX 278
RAY D. PETHTEL EDINBURG, 22824
COMMISSIONER ( 703 ) 984-4133
July 17, 1991
Mr. P. Duane Brown, C.L.S.
C/O G. W. Clifford & Assoc., Inc.
P. 0. Box 2104
Winchester, Virginia 22601
Dear Duane:
WILLIAM H. BUSHMAN
RESIDENT ENGINEER
Ref: Fredericktowne Estates
Sections V, VI & VII
Frederick County
We have reviewed the referenced project's site plans dated June, 1991. Our
recommendations may be found on the plans marked in red and as follows:
1. Drainage easements and soil stabilization mat standard EC-3 will be
required at the locations noted.
2. A standard CD-2 underdrain is to be provided at approximate
Station 8+85.00, Golladay Road.
3. The pavement design on Golladay Road is to be revised by using new
pavement designations and by adding 3" of asphalt concrete Type BM-2.
Also, the section of Golladay Road in Section II should be upgraded bark
to Westmoreland Drive with a 24' pavement width and 1.5" SM-2A, 3" BM-2
and 8" of 21-A or 21-B aggregate due to this street becoming a future
connector road between Routes 277 and 522.
4. It is the developer's responsibility to determine the size of private
entrance culverts for this development. Our minimum requirements are 15"
or 17" by 13" in diameter by 30' in length. At this time I will request a
listing of the sizes for our files.
Please revise and resubmit four (4) copies for final approval. Should any
changes be deemed necessary, please design them to meet or exceed the above
recommendations.
Should you have any questions, please let me know.
Y
Sincerely,
W. H. Bushman, Trans. Resident Engineer
By: Robert B. Childress, Hwy. Permits & Subd. Spec. Sr.
RBC / r.f_
Enclosure
xc: Mr. J. C. Heatwole, Mr. D. W. Hawkins, Mr. R. W. Watkins
ENGINEERS
ARCHITECTS
SCIENTISTS
July 16, 1991
Ed Strawsnyder, P.E.
Director of Engineering
Frederick County Planning Department
9 Court Square, P.O. Box 601
Winchester, VA 22601
Re: Fredericktowne Estates, Section 5, 6, & 7
17555.136
Dear Ed,
As requested, I reviewed the above referenced plans while you were away. In
general I found the plans well organized. There are several issues of concern
I would like to point out.
A. GENERAL
A-1. In the development of the individual lots, the problems that are
being experienced in previous sections need to be remembered. For
example the placement of basements, the house placement next to
drainage ways and areas of culvert headwaters, and the design of
driveway culverts. This project has at least one lot, 119, where you
could conceivably get future calls similar to what you have been
receiving in adjacent sections.
A-2. I was under the impression that Golladay Road was going to be a more
substantial road in terms of traffic loading, access, and even right-
of-way. This proposal obviously includes direct lot access to
Golladay Road. Also, traffic estimates should dictate the pavement
section for this road. It is my opinion that a 1�2 inch S-5 surface on
top of an 8 inch aggregate base will not be adequate.
B. STORMWATER MANAGEMENT, GRADING, AND DRAINAGE
B-1. Because of the many previous problems experienced in other areas, it
has been my opinion that this type of development is too dense to be
conducive to surface drainage.
B-2. If curb and gutter with sub surface drainage within the right-of-way
is not a practical requirement for this development, then it would be
wise to insure that both ditch sections and individual driveway
■ 11240 Waples Mill Road, Suite 100, Fairfax, Virginia 22030 ■ 703.385.3566 ■ Fax 703.385.8319ML 1"'�
ENGINEERS
ARCHITECTS
SCIENTISTS
culvert designs are made a part of this design package. Culvert size
and material requirements should be specified for each lot. Typical
ditch sections for each ditch should be included.
B-3. The extensive amount of development in the immediate area has had an
impact on Wright's Run. The County has experienced many development
related complaints in previous sections of the adjacent subdivisions.
These have cost significant drainage improvement dollars.
Improvements after the fact are almost always more expensive than if
anticipated in the design parameters of the public improvements.
Also, stormwater management is needed in this area. These three
sections can help to respond to the impacts of the previous 4
sections. Stormwater management to address both quantity and quality
impacts of the Fredericktowne Estates Subdivision should be seriously
considered.
B-4. The designer needs to take a closer look at the runoff coefficient
for this development project. We have found that in this area, the
percentage of runoff is much higher than a C of 0.4 would yield.
B-5. Also, the soil hydrologic group should be checked. We have also found
that much of this area is in the hydrologic group C and not the group
B indicated on the E & S narration.
B-6. With higher runoff coefficients, some of the culvert sizes may be
inadequate. This is particularly true of culverts 2 and 4. The amount
of feedback between the headwater elevation and the road surface
elevation from the 10 year storm for culvert 2 is very limited as
designed. With a greater runoff coefficient, the channelized flow
will approach over -topping the road sections.
B-7. In either case, the backwater for culvert 2 will encroach onto the
potential building envelope for lot 119. If this is not made clear on
the plans, a future builder could place the house foundation close
enough to cause concern and possible complaints form the future home
owner.
ENGINEERS
ARCHITECTS
SCIENTISTS
C. EROSION AND SEDIMENTATION
C-1. A sedimentation basin concept should be considered at the inlet to
culvert 2. The drainage area is two large for straw bale inlet
protection. otherwise, a significant amount of additional silt traps,
silt fencing, and check dams will be required within the disturbed
areas of the project separating the disturbed area from the areas to
be left undisturbed. Some of this should be considered anyway. The
few check dams indicated will not do the job in protecting the
existing stream from sediment loading.
I feel the above items need to be addressed before a recommendation of
approval is given.
Sincerely,
DO & ASSOCIATES, INC.
Paul A. Bernard, P.E.
Project Manager
PAB/j la
cc: Tom Price, Gilbert Clifford
r/f/aj 8/j
ENGINEERS
ARCHITECTS
SCIENTISTS
July 18, 1991
Ed Strawsnyder, P.E.
Director of Engineering
Frederick County Planning Department
9 Court Square, P.O. Box 601
Winchester, VA 22601
Re: Preston Place Townhouse Development
17555.134
Dear Ed,
I have completed an initial review of the above referenced development plans.
From this review I have a few comments pertaining to the general civil
elements, which are as follows:
A. SITE ACCESS
A.1 The western access point is off set from the existing entrance on the
other side of the road. It would be desirable to align these
entrances if a significant amount of traffic could be expected from
the opposite entrance. If the entrance is to a single family
residence, this would not be necessary.
A.2 The plans show direct parking access off of the two main entrance
drives, Wellington and Chadbourne. This could cause traffic
circulation and possibly safety problems with people backing out into
the primary travel way.
B. DRAINAGE AND STORMWATER MANAGEMENT
B.1 The proposed stormwater management plan is difficult to follow. The
drainage areas are not identified or labeled. The stormwater
management ponds are not labeled.
B-2. In review of the calculations, it's apparent the the pre and post
development comparisons are not made in a common manner. The pre
development flows are identified upstream from the existing pond. The
post development flows are compared at the existing pond outfall.
Both the pre and post should be looked at from the point of the pond
outfall.
B-3. I would also recommend that the stormwater management calculations be
based on TR-55 methods as opposed to the Rational method.
'JUL. 1 91991
■ 11240 9hples Mill Road, Suite 100, Fairfax, Virginia 22030 ■ 703.38.5 3566 ■ Fax 703.3a8319
hinlcdon �� rzrrrlrr+�orgrz-:
ENGINEERS
ARCHITECTS
SCIENTISTS
B-4. Headwater calc sheets were not provided for the culvert inlets. It is
apparent that the designer looked at and used these headwater calcs
based on review of the hydraulic profile calc sheet. Therefore, I do
not have a problem with their storm sewer calculations in general.
They may want to re-evaluate the runoff coefficient that was used. In
this area, we have been finding many of the soils to be in the the C
hydrologic group. This would generally indicate a higher runoff
coefficient.
C. EROSION AND SEDIMENTATION CONTROL
C-1. Slit fencing or a diversion berm is needed along the clearing limits
behind units 68 & 73.
C-2. I recommend silt traps in lieu of the silt fencing in the drainage
swales behind lots 28, 11, and 6.
The plans in general are good. Better coordination between the drainage
calculations and drainage divide mapping would make the review process easier.
I feel that the above comments or recommended revisions need to be addressed
prior to approval.
If you have any questions please let me know.
Sincerely,
DON E & ASSOCIATES, INC.
aul a ard, P.E.
Project Manager
PAB/ j 1 a
r/f/aj 9/j
r
4011240 Waples Mill Road
ENGINEERS Suite 100
ARCHITECTS Fairfax, Virginia 22030
SCIENTISTS 703.385.3566
Ed Strawsnyder
Frederick County Planning Department
9 Court Square, Box 601
Winchester, VA 22601
Your Authorization: Signed Agreement
Fredericktowne Estates, Section 5m 6, & 7
Date: July 16, 1991
Please Reference:
Project No. 17555.136
Invoice No. 9104548
Client No. 07534
Project Manager
3.0 hrs @
33.25
99.75
Senior Engineer
3.5 hrs @
33.25
116.38
Admin Assistant
1.0 hrs @
14.50
14.50
Total Direct
230.63
Total Indirect
345.95
Mileage 45 mi
@ $.028
12.60
TOTAL DUE THIS INVOICE $ 589.18
COMMONWEALTH of 'VIRGINIA
DEPARTMENT OF TRANSPORTATION
P. O. BOX 278
RAY D. PETHTEL EDINBURG, 22824
COMMISSIONER ( 703 ) 984-4133
July 17, 1991
Mr. P. Duane Brown, C.L.S.
C/O G. W. Clifford & Assoc., Inc.
P. O. Box 2104
Winchester, Virginia 22601
Dear Duane:
WILLIAM H. BUSHMAN
RESIDENT ENGINEER
Ref: Fredericktowne Estates
Sections V, VI & VII
Frederick County
We have reviewed the referenced project's site plans dated June, 1991. Our
recommendations may be found on the plans marked in red and as follows:
f
1. Drainage easements and soil stabilization mat standard EC-3 will be
required at the locations noted.
2. A standard CD-2 underdrain is to be provided at approximate
Station 8+85.00, Golladay Road.
3. The pavement design on Golladay Road is to be revised by using new
pavement designations and by adding 3" of asphalt concrete Type B11-2.
Also, the section of Golladay Road in Section II should be upgraded back
to Westmoreland Drive with a 24' pavement width and 1.5" SM-2A, 3" BM-2
and 8" of 21-A or 21-B aggregate due to this street becoming a future
connector road between Routes 277 and 522.
4. It is the developer's responsibility to determine the size of private
entrance culverts for this development. Our minimum requirements are 15"
or 17" by 13" in diameter by 30' in length. At this time I will request a
listing of the sizes for our files.
Please revise and resubmit four (4) copies for final approval. Should any
changes be deemed necessary, please design them to meet or exceed the above
recommendations.
Should you have any questions, please let me know.
Sincerely,
W. H. Bushman, Trans. Resident Engineer
By: Robert B. Childress, Hwy. Permits &
RBC / r.f_
Enclosure
xc: Mr. J. C. Heatwole, Mr. D. W. Hawkins, Mr. R. W.
TRANSPORTATION FOR THE 21 ST CENTUF
�'! ! ENGINEERS
ARCHITECTS
SCIENTISTS
July 16, 1991
Ed Strawsnyder, P.E.
Director of Engineering
Frederick County Planning Department
9 Court Square, P.O. Box 601
Winchester, VA 22601
Re: Fredericktowne Estates, Section 5, 6, & 7
17555.136
Dear Ed,
As requested, I reviewed the above referenced plans while you were away. In
general I found the plans well organized. There are several issues of concern
I would like to point out.
A. GENERAL
A-1. In the development of the individual lots, the -.problems that are
being experienced in previous sections need to be remembered. For
example the placement of basements, the house placement next to
drainage ways and areas of culvert headwaters, and the design of
driveway culverts. This project has at least one lot, 119, where you
could conceivably get future calls similar to what you have been
receiving in adjacent sections.
A-2. I was under the impression that Golladay Road was going to be a more
substantial road in terms of traffic loading, access, and even right-
of-way. This proposal obviously includes direct lot access to
Golladay Road. Also, traffic estimates should dictate the pavement
section for this road. It is my opinion that a 1�z inch S-5 surface on
top of an 8 inch aggregate base will not be adequate.
B. STORMWATER MANAGEMENT, GRADING,•AND DRAINAGE
B-1. Because of the many previous problems experienced in other areas, it
has been my opinion that this type of development is too dense to be
conducive to surface drainage.
B-2. If curb and gutter with sub surface drainage within the right-of-way
is not a practical requirement for this development, then it would be
wise to insure that both ditch sections and individual driveway
■ 11240 Waples Mill Road, Suite 100, Fairfax, Virginia 22030 ■ 703 385.3566 ■ Fax 703.385.8319 � 1199.1.
Printed nrr izz.rc%d p�.^�`r
11F�E- 0 - C)-r7-QiI-
ENGINEERS
ARCHITECTS
SCIENTISTS
culvert designs are made a part of this design package. Culvert size
and material requirements should be specified for each lot. Typical
ditch sections for each ditch should be included.
B-3. The extensive amount of development in the immediate area has had an
impact on Wright's Run. The County has experienced many development
related complaints in previous sections of the adjacent subdivisions.
These have cost significant drainage improvement dollars.
Improvements after the fact are almost always more expensive than if
anticipated in the design parameters of the public improvements.
Also, stormwater management is needed in this area. These three
sections can help to respond to the impacts of the previous 4
sections. Stormwater management to address both quantity and quality
impacts of the Fredericktowne Estates Subdivision should be seriously
considered.
B-4. The designer needs to take a closer look at the runoff coefficient
for this development project. We have found that in this area, the
percentage of runoff is much higher than a C of 0.4 would yield.
B-S. Also, the soil hydrologic group should be checked. We have also found
that much of this area is in the hydrologic group C and not the group
B indicated on the E & S narration.
B-6. With higher runoff coefficients, some of the culvert sizes may be
inadequate. This is particularly true of culverts 2 and 4. The amount
of feedback between the headwater elevation and the road surface
elevation from the 10 year storm for culvert 2 is very limited as
designed. With a greater runoff coefficient, the channelized flow
will approach over -topping the road sections.
B-7. In either case, the backwater for culvert 2 will encroach onto the
potential building envelope for lot 119. If this is not made clear on
the plans, a future builder could place the house foundation close
enough to cause concern and possible complaints form the future home
owner.
ENGINEERS
ARCHITECTS
SCIENTISTS
C. EROSION AND SEDIMENTATION
C-1. A sedimentation basin concept should be considered at the inlet to
culvert 2. The drainage area is two large for straw bale inlet
protection. otherwise, a significant amount of additional silt traps,
silt fencing, and check dams will be required within the disturbed
areas of the project separating the disturbed area from the areas to
be left undisturbed. Some of this should be considered anyway. The
few check dams indicated will not do the job in protecting the
existing stream from sediment loading.
I feel the above items need to be addressed before a recommendation of
approval is given.
Sincerely,
DO & ASSOCIATES, INC.
Paul A. Bernard, P.E.
Project Manager
PAB/j la
cc: Tom Price, Gilbert Clifford
r/f/aj 8/j
APPLICATION AND CHECKLIST
SUBDIVISION
FREDERICK COUNTY VIRGINIA
Fee Paid-�27_
Date: 20 September 1991 Application #:
Applicant/Agent: G.W. Clifford & Associates, Inc.
Address: P.O. Box 2104
Winchester, Va 22601
Phone: (703) 667-2139
Owners name: Top of Virclinia Development Corp.
(Contract Owner)
Address: P.O. Box 2715 Winchester. Va 22601
Phone: (703) 667-2120
Please list names of all owners,
stockholders:
Dave Holliday
Ron Shickle
Contact person: Tom Price
Phone: (703) 667-2139
principals, and/or majority
Name of Subdivision: Fredericktowne Estates Sections 5,6 & 7
Property Location: East of Stephens City; North of
Fredericktowne Estates -Section 2 and
northeast of Sections 3 & 4.
(Give State Rt.#, distance and direction from intersection)
Magisterial District: Opequon
Tax ID Number (21 digit): 75000-A00-0000-0000-00720
Property zoning and present use: RP (Vacant)
Adjoining property zoning and use:RP (Vacant & Resider 1 � E Q
III I SEP 19 ro�
Has a Master Development Plan been submitted for this project?
Yes X No
If yes, has the final MDP been approved by the Board of
Supervisors? Yes X No
What was the MDP title? Fredericktowne Estates
Does the plat contain any changes from the approved MDP?
Yes No X
If yes, specify what changes.
UH
COU. / OF FREDERICK, VIRGINIA
FIRE MARSHAL'S OFFICE
LAND DEVELOPMENT COMMENTS
Control No. 071291664 Date Received 062191 Date Reviewed 071291
Applicant Name G. W. Clifford & Assoc.
Address P. O. Box 2104
Winchester, Virginia 22601
Project Name Fredericktown Estates Sect. 5, 6 & 7
Phone No. 703-667-2139
Type of Application
1st Due Fire Co. 11
Election District
Subdivision
Opequon
Current Zoning RP
1st Due Rescue Co. 11
RECOMMENDATIONS
Automatic Sprinkler System Residential Sprinkler System X
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
No X
Not Identified
UP"
Hydrant Locations;
Adequate X inadequate Not identified
Siamese Connection Location -
Approved Not Approved Not Identified
t--idditi?_';'al C?=>ti;tlle'iit's= i _=yet? 1'io problems with af.:ii:3i'"o`Jal of this subdivision,
isii:`n,.
Also, 1 will 1-w?::;uest: two changes i in hydrant locations to facilitate fire
dept. operations. Relocate the hydrant t"roi11 Lots 148i 149 to the corner of
Fairfax Drive and Cumberland Court. Yilso, C'eli_scate the hydrant '{";":=m Lots
isw1se to the iltte;-sectio}•i of Patrick Piave and Sussex Circle. Placing
hydrants at intersections puts them onG•` mains which will give us far
better
Review Time 1 h:-
D ug l as A. K i r a ; ~0
Fire i1 a Marshal
)NTY OF FREDERICK, VIRGIN]
FIRE MARSHAL'S OFFICE
LAND DEVELOPMENT COMMENTS
Control No. 071291664 Date Received 062191 Date Reviewed 071291
Applicant Name G. W. Clifford & Assoc.
Address P. O. Box'2104
Winchester, Virginia 22601
Project Name Fredericktown Estates Sect. 5, 6 & 7
Phone No. 703-667-2139
Type of Application
1st DueFire Co, 11
Election District
Subdivision Current Zoning
1st Due Rescue Co. 11
Automatic Sprinkler System
Automatic Fire Alarm System
/
RECOMMENDATIONS
Residential Sprinkler System
X Other
Emergency Vehicle Access;
Adequate X Inadequate
Fire Lanes Required; Yes
_
Comments:
Not Identified
No x
Roadway/Aisleway Widths;
Adequate X Inadequate Not Identified
Special Hazards Noted; Yes No X
Mmmontof
RP
X
Hydrant Locations;
Adequate X Inadequate
Siamese Connection Location;
Approved Not Approved
Not Identified
Not Identified X
Additional Comments: I see no problems with approval of this subdivision.
request two changes in hydrant locations to facilitate fire dept.
operations. Relocate the hydrant from Lots 148/149 to the corner of
Fairfax Drive and Cumberland Court. Also, relocate the hydrant from Lots
137/138 to the intersection of Patrick Place and Sussex Circle. Placing
hydrants at intersections puts them on 8" mains which will give us far
better coverage.
Review Time 1 hr.
Douglas A. Kiracofe `
Fire Marshal
REQUEST FOR SUBDIVISION COMMENTS
Frederick County Sanitation Authority
ATTN: Wellington Jones, Engineer/Director
P.O. Box 618, Winchester, Virginia 22601
(703) 665-5690
The Frederick County Sanitation Authority is located on the
second floor of the Old Frederick County Courthouse in
Winchester, if you prefer to hand deliver this review form.
Applicant's name, address and phone number:
Top of Virginia Development Corp. P.O. Box 2715
Winchester,, Va 22601 (703) 667-2120,
'Agent: G.W. CLIFFORD & ASSOC, P.O. Box 2104'
Winchester, Va 22601 Attn:Duane Brown (703)667-2139
Name of development and/or decription of the request:
Fredericktowne Estates - Sections 5.6 & 7
Location:
East of Stephens City; Northeast of Fredericktowne Estates
Sections 3 & 4 and north of Section 2.
Sanitation Authority Comments:
COA,_BAgr 4- RS.5 094sewIr - / 5 - AEyz,6w 02 9 /Tess
Sanit. Signature & Date: ��' ff/ ✓AVA? if 9
(NOTICE TO SANITATION - ASE RETURN THIS FORM TO AGENT'
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 TWO copies of your plans and/o a lication form.
U � C a
SEP I 9s i
i IV.
RECEIVED
FREDERICK CO.
REQUEST FOR SUBDIVISION COMMENTS
Frederick County Inspections Department
ATTN: Kenneth L. Coffelt, Director
P.O. Box 601, Winchester, Virginia 22601
(703) 665-5651
The Frederick County Inspections Department is located at 9 Court
Squard in Winchester, if you prefer to hand deliver this review
form.
Applicant's name, address and phone number:
Top of Virginia Development Corp. P.O. Box 2715
Winchester, Va 22601 (703)667-2120
Agent: G.W. CLIFFORD & ASSOC. P.O. Box 2104
Winchester. Va 22601 Attn:Tom Price (703)667-2139
Name of development and/or decription of the request:
Fredericktowne Estates - Sections 5,6 & 7
Location:
East of Stephens City; Northeast of Fredericktowne Estates,
Sections 3 & 4 and north of Section 2.
Inspections Department Comments:
Building shall comply with the Uniform Statewide Building Code and section
309.0. Use Group-R (Residential) of the BOCA National Building Code/1990
Inspect. Signature & Date:
(NOTICE TO INSPECTIONS - E
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 a copy of your plans and/or application form. —
L�CEOdI
D
y
SEP I `�
i
REQUEST FOR SUBDIVISION COMMENTS
Frederick County Parks & Recreation Department
ATTN: James Doran, Director
P.O. Box 601, Winchester, Virginia 22601
(703) 665-5678
The Frederick County Parks & Recreation Department is located on
the second floor of the Frederick County Administration Building,
9 Court Square, Winchester, if you prefer to hand deliver this
review form.
Applicant's name, address and phone number:
Top of Virginia Development Corp. P.O. Box 2715
Winchester, Va 22601 (703)667-2120
Accent: G.W. CLIFFORD & ASSOC. P.O. Box 2104
Winchester, Va 22601 Attn:Tom Price (703)667-2139
Name of development and/or decription of the request:
i
Fredericktowne Estates - Sections 5.6 & 7
Location:
East of Stephens City; Northeast of Fredericktowne Estates,
Sections 3 & 4 and north of Section 2.
Parks & Recreation Department Comments: The required open space for the three
referenced sections of this subdivision is 2.5949 acres. 2.2356 acres, of which 86%
is rr)nairlererl nGahlP o pn ,space. have been provided.
G. W. Clifford & Associates, Inc. has stgted that this deficiency in open space will
be addressed in future sections as developed.
Parks Signature and Date: lj, j M,0f 05
7/15/91
(NOTICE TO PARKS - PLEAV RETURN THIS FORM TO THE AGENT.)
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 a copy of your plans and/or application form.
D
SEP i 9 I P1
REQUEST FOR SUBDIVISION COMMENTS
City of Winchester, Virginia
ATTN: Tim Youmans, Planning Director
15 N. Cameron Street, Winchester, Virginia 22601
(703) 667-1815
The City of Winchester offices are located in Rouss City Hall at
15 North Cameron Street in Winchester, if you prefer to hand
deliver this review form.
Applicant's name, address and phone number:
Top of Virginia Development Corp. P.O. Box 2715
Winchester, Va 22601 (703)667-2120
Aaent: G.W. CLIFFORD & ASSOC, P.O. Box 2104
Winchester, Va 22601 Attn:Tom Price (703)667-2139
Name of development and/or decription of the request:
Fredericktowne Estates - Sections 5,6 & 7
Location:
East of Stephens City; Northeast of Fredericktowne Estates,
Sections 3 & 4 and north of Section 2.
City of Winchester Comments:
City Signature and Date: s
(NOTICE TO CITY - PLEASE RE
NOTICE TO APPLICANT `"
It is your responsibility to complete this rm as accurately as
possible in order to assist the agency with their review. Please
also attach a copy of your plans and/or application form.
5-0-ccvl
SEP \ y 19
9
�, „RED . U � 2 I IS91
RE E T FOR SUBDIVISION COMMENTS
Frederick -Winchester Health Department
ti AT": Herbert L. Sluder, Sanitation Engineer
s P:O. Box 2056, Winchester, Virginia 22601
r, (703) 667-9747
The Frederick -Winchester Health Department is located at the
intersection of Smithfield Avenue and Brick Kiln Road, if you
prefer to hand deliver this review form.
Applicant's name, address and phone number:
Top of Virginia Development Corp. P.O. Box 2715
Winchester, Va 22601 (703)667-2120
Aaent: G.W. CLIFFORD & ASSOC. P.O. Box 2104
Winchester, Va 22601 Attn:Tom Price (703)667-2139
Name of development and/or decription of the request:
Fredericktowne Estates - Sections 5,6 & 7
Location:
East of Stephens City; Northeast of Fredericktowne Estates,
Sections 3 & 4 and north of Section 2.
Health Department Comments:
,6vi F
'J / ti.- A
Yy 4MAUu • V 1 /
Health Signature and Date: GJ 4
4� (!"Z'4/-f/
(NOTICE TO HEALTH DEPT. - PLEAS URN THI FORM TO AGENT.)
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 a copy of your plans and/or application form.
D ,s
SEP 11991
G. W. CLIFFORD & ASSOCIATES, INC.
200 North Cameron Street
P.O. Box 2104
Winchester, Virginia 22601
703-667-2139
Fax: 703-665-0493
memorandum
To: Harvey E. Strawsnyder, Jr., P.E.
Director of Engineering
County of Frederick, Virginia
From: Douglas C. Legge, C.L.S.
Re: Fredericktowne Estates, Sections 5, 6, & 7
Erosion and Sedimentation Control Narrative
Date: June 20,1991
Project Description
The purpose of this project is the development of 42 residential lots. The
site of approximately 17 acres is located adjacent to the, existing sections of
Fredericktowne Estates. The project will involve construction of streets, storm
sewer, sanitary sewer, water mains and other public service facilities and the
necessary grading for construction of single family detached dwellings. A total of
about 5 acres will be disturbed for street construction and 8 acres for lot grading
with the remaining 4 acres left undisturbed.
Existing Site Conditions
The site is characterized by rolling terrain, predominately open with some
undergrowth and trees. A wet weather stream crosses the northerly portion of the
site which will carry run off to Wright's Run. The site is in the Wickert-Burks-
Blairton soil region which are characterized by gently sloping, moderately deep
somewhat poorly draining soils that have a medium to finely textured subsoil
formed in materials weathered from shale.
Adjacent Areas
Fredericktowne Subdivision lies to the west of this project and initial
sections of Fredericktowne Estates adjoin on the south which are residential in
nature. The adjoining areas to the north and east are primarily in agriculture
production or are vacant in use.
Soils
For purposes of design run off conditions, antecedent moisture ffai@
(normal consideration for the mid -Atlantic region) is assumed. soil is
considered to have a moderate rate of water transmission, therefor CSQilt
Class "B" is adopted. Soils are of the Series, for the most part of the n (3B)
Series. A copy of the respective soil map is enclosed.- y
Permanent Stabilization
Seeding for permanent stabilization is specified in the V.E.S.C. Handbook.
Any area denuded in which work is not proceeding for a period of 30 days or more
will be stabilized by a temporary seeding in accordance with State guidelines and
procedures. All- areas to be seeded will receive seed application by hydroseed
methods immediately upon obtaining grades.
Storm Water Management Consideration
Site Plans are attached.
This development employs roadside ditches and culverts to carry drainage
away. These plans will be reviewed and, approved by VDOT as have Sections 1
through 4 to the south. All drainage om the site is carried to Wright's Run
which has adequate capacity to carry the 10 year storm from this development
without exceeding its in -banks condition or being subject to erodible velocities.
Maintenance
All soil erosion control structures shall be checked weekly by the contractor
during this construction period and after construction is completed until grass cover
is established. Sediment retained by these structures shall be continuously
removed and placed in an area of the site specified; damage to soil erosion control
structures shall immediately be repaired when identified by the contractor. The
contractor shall cooperate with all agents of the County, the Engineer and others
who may identify needed facilities or work in order to protect the environment
within the subject of this report.
INSTALLATION OF EROSION AND SEDIMENT CONTROLS
Installation of an erosion and sediment control plan will be discussed in
seven distinct steps, primarily from the standpoint of the job superintendent.
The steps are:
1. study of the plan and site to organize implementation
2. pre -construction conference between the job superintendent and inspector
3. site preparation
4. inspection and maintenance
5. grading and utilities installation
6. building construction
7. permanent stabilization
Study of the plan and site
The job superintendent must be thoroughly familiar with both the
erosion and sediment control plan and the construction site. He. should note
all of the critical areas indicated on the plan and then actually identify
their location and extent on the ground. These should include stream
channels and associated flood plain areas, drainageways and outlets into
streams, points where land -disturbing activities are adjacent to or must cross
streams and drainageways, steep slopes and highly erodible soils, and
runoff entering the site from adjacent areas. He should note what practices
are specified to protect these areas. Also, he should be aware of critical
areas not specifically treated in the plan. He should discuss these with the
inspector at the pre -construction conference.
Next, he should determine the locations of all control measures and
determine their "fit" on the land. He should note any needed adjustments
and plan to discuss these at the pre -construction conference.
He should check the schedule for the installation of erosion and
sediment control practices, the schedule for all earth -disturbing activities,
and the relationship between the sequence and timing of practice
installation and the earth -disturbing activities. The timing and sequence of
installation are important elements of an erosion and sediment control plan.
The site must be ready for rain before the earth -disturbing activities are
started. For this reason, certain practices must be in place and ready to
provide protection before other areas are exposed. The staging of major
earth -disturbing activities in order to limit the size of bare area exposed at
any time is another important element of the plan which should be noted.
The pre -construction conference
The next step is a pre -construction conference and site review with the
erosion and sediment control inspector. The site review will help both
parties in meeting their responsibilities. It should be called for by the job
superintendent and should be help on the construction site. All aspects of
the plan should be discussed to ensure that the job superintendent and the
inspector are in agreement in interpreting the plan, scheduling, procedures,
and practices which are to be used. They should agree particularly on the
critical problem areas and on the perimeter practices specified to prevent
damage to adjacent properties.
The location of all measures should be carefully considered. If study of
the plan indicates that adjustments in location are needed, these should be
discussed with the inspector. The inspector may authorize minor
adjustments, such as moving a diversion from a property line to a grading
limit, or shifting; an outlet to match a natural depression in the lend. Major
adjustments may require formal revision of the plan and should be approved
by the plan -approving authority.
The sequence of installation of practices and land -disturbing activities
should also be discussed. The guidelines for erosion and sediment control
planning require that debris basins and other appropriate erosion and
sediment control measures be installed prior to, or as a first phase of, land
grading. Other appropriate measures include construction entrances,
diversion dikes, interceptor dikes, perimeter dikes, gravel outlet structures,
lever spreaders, waterways or outlets, and grade stabilization structures.
The inspector must be firm about establishment of these practices before
grading begins.
The State minimum "General Criteria" should be checked to be sure that
they will be satisfied during construction. Authorized variances should be
noted, and it should be determined if any additional conservation measures
or variances are needed. Remember that variances to the "General
Criteria" must be documented.
Site preparation
One of the first steps in preparing the site is to lay out all traffic
circulation routes and storage areas. Route locations should be chosen so as
to pose the least treat to the critical areas which have been identified.
Well vegetated areas should be damaged as little as possible. Soil
stockpiles should be located a safe distance from waterways and streams.
Barriers may be required to keep traffic within the delineated areas, or at
least out of the critical areas. If needed, they should be installed before
opening the site to general construction traffic.
Required sediment trapping practices should be installed. (Note that
compacting, seeding, and mulching are required to stabilize these practices.)
Next, waterways and outlets should be installed with the vegetation or
lining material call for in the plan.
The work force should be instructed about the location of critical areas
and sediment control practices and the need to protect these areas from
damage.
Inspection and maintenance of erosion control measures
Maintenance differs from the other erosion and sediment control
acgvities. It must begin as soon as the first practiee is installed and must
continue through tall the succeeding activities until the permanent erosion
control measures are established and functioning.. The features of a
maintenance program are described in the narrative part of the plan. All
structural measures should be checked at the close of each work day and,
particularly, at the end of the work week. Also, they should be checked
before and after each rainstorm. Diversion berms should be checked to see
that they have not been breached by equipment. The condition of level
spreader areas, waterways, and other outlets should also be checked.
Traffic should be moving within the established access routes. Channels
should be checked for sediment deposits or other impeding material.
Repairs should be made promptly when damages are discovered. When
repairing waterways or other channels, the new lining material should be
at least as erosion resistant as the original material. Vegetative practices
and vegetative cover on structural practices require maintenance fertilizer
and, perhaps, mowing.
All sediment traps should be cleaned out after each storm. Sediment
basins should be cleaned out when the deposited material reaches the level
designated in the plan or standards and specifications.
Grading and utility construction
The fifth major step is the grading and utility installation. If
stockpiling of fill or topsoil is planned, a pre -selected, relatively safe
stockpile area should be used. To minimize erosion, the slopes of the
stockpile should be flattened at the end of each working period. The
stockpile should be mulched and seeded as soon as it is completed.
Disturbed areas which can be brought to final grade at this stage during
a satisfactory season for seeding should be seeded, sodded, or otherwise
stabilized with the permanent material and techniques indicated in the
plan. If they cannot be seeded, they should be stabilized with anchored
mulch. Areas which are to remain at rough grade for more than 30=days
before permanent stabilization should be mulched and seeded to temporary
cover immediately following rough grading.
Utilities such as storm sewers, sanitary sewers, electrical conduits, water
mains, and gas mains are usually installed at this time. To minimize the
amount of area disturbed, the work should be organized and the trenches
sized to take several utilities in one trench. The installation should be
carefully coordinated to reduce the time that the trenches must stay open.
Excavated materials should be placed on the side of the trench away from
streams and drainageways. If sediment -laden water must be pumped from
utility trenches, it should be conveyed safely to a sediment trap or basin.
Trenches should be filled, compacted, mulched, and seeded to temporary or
permanent vegetation within seven days.
As soon as the storm sewers are installed, inlet sediment traps should be
installed to prevent sediment from entering the system. If called for, storm
drain outlet protection should be installed.
Building construction
The sixth major step or stage is building construction. Two major hazards
are common during this step. Additional equipment and work force bring
added risks to areas which should be protected. Efforts to control traffic
must be increased during this period. All types of traffic should be made to
stay on the established travel routes.
The second major hazard is from the excavated material. This phase
usually results in high volumes of soil for disposal and stockpiling.
Stockpiles should be located where they will not wash into drainageways
or onto previously stabilized areas. The slopes on these areas should be
flattened, and they should be protected by anchored mulch and a temporary
seeding. Excavations should be backfilled as soon as possible, an
appropriate surface protection should be provided.
Permanent stabilization
The seventh and last step is permanent stabilization. As mentioned
earlier, this need not and should not be delayed until the entire
development is completed. A significant reduction in erosion damage repair
costs and regrading costs can be made if smaller areas are stabilized with
permanent vegetation as soon as they are ready, unless the season is
unsuitable for seeding. If unsuitable, then all areas should be mulched.
Most sediment basins, dikes, sediment traps, and other control structures
are to be removed, regraded, mulched, and seeded before leaving the site.
However, the inspector should be consulted before removing them. They
should not be removed until the surrounding area is stabilized and they are
no longer needed.
In some cases, sediment basins, diversions, and waterways are to remain
as part of the permanent runoff management system. In such cases, sediment
basins should be cleaned out and seeded to suitable permanent vegetation.
Diversions and waterways should be checked, repaired if needed, and left
in good condition. The inspector will check on the final condition of
measures which are to be retained.
, When final grading is completed, all bare arias should be stabilized
with permanent vegetation within seven days. The standards and
specifications for permanent vegetative practices in :the State Handbook
give information on various materials and methods for permanent
stabilization.
INSPECTION OF EROSION AND SEDIMENT CONTROLS
The inspector will need to coordinate his work with the activities
previously described for the job superintendent. He will need to study the
plan ahead of time, participate in the pre -construction conference, and
explain plan requirements if an explanation is needed. He should note the
construction schedule and plan his own schedule accordingly. He will
inspect the site frequently through each stage, but should particularly
check to see that all structural measures called for are installed during site
preparation. A careful inspection is called for at the end of each stage in
phased developments. Utility construction may be particularly damaging
to control practices. Repairs should be made immediately.
The inspector should develop and use a standard inspection form to
assure a proper record of each inspection. Careful documentation of
inspections is especially important if enforcement actions become necessary.
The inspection form should provide space to identify the project, its
location, permit number, and date. Space should be provided to record the
phase at time of inspection, and whether all practices called for at that
phase have been installed. Space should also be provided to indicate if
structural practices meet design requirements and to indicate the condition of
all practices. The beginning of grading, utility construction, and other
planned items should be noted and dated. If the plan is not being followed,
the inspector should record what action is being taken to correct it. (The
Commission has developed an inspection log form as part of the Field
Manual.)
The inspector will find it helpful to use a standard checklist when
performing inspections. The Commission has developed such a checklist as
part of the Field Manual (pp. A-11 and A-12). Most of the items on that
checklist refer to a specific General Criterion. The items from the checklist
are listed below:
1. Are all structural practices called for on the plan installed in the proper
location and in accordance with State minimum specifications:
2. Are there any denuded areas which require temporary or permanent
stabilization? (GC-1)
3. Do any seeded areas require maintenance fertilization, seeding or
mulching? (GC-2)
4. Is there any evidence that sediment is leaving the site and damaging
adjacent property? (GC-3)
5. Are perimeter sediment trapping measures in place and earthen
structures seeded and mulched? (GC-4)
6. Are all cut and fill slopes adequately stabilized? (GC-6)
7. Is there any evidence of increased off -site erosion since the project began?
(GC-7)
8. Are all on -site drainage channels and outlets adequately stabilized?
(GC-8)
9. Are all operational storm sewer inlets protected so that sediment will
not enter the system? (GC-9)
10. Is there any work going on in live streams that may require stabilization
or a temporary stream crossing? (GC-10)
11. Are utility trenches being backfilled, seeded and dewatered properly?
(GC-11)
12. Is there any structural practices that should be removed because they are
no longer needed? (GC-12)
13. Are there any structural practices that should be removed because they
are no longer needed? (GC-13)
14. Do any structural practices require repair or clean -out to maintain
adequate function? (GC-14)
If violations of a plan or potentially hazardous situations are noted,
they should be reported to the job superintendent. The inspector may be able
to suggest economical ways to achieve desirable corrections. In any case, it is
wise to set a reasonable deadline for accomplishing necessary corrections.
Cases of non-compliance (such as commencing land disturbance without an
approved plan) should be reported to the local program administrator. If
enforcement action is ever necessary, it should be taken promptly and
firmly.
SCHEDULING AND TIMING
Scheduling and timing are extremely important aspects of the erosion
and sediment control efforts with superintendent and the inspector must be
concerned. Certain practices must be in place before general grading begins.
Utility trenches should remain open for 'as short a time as possible. This
means close coordination of the installation of the various utilities.
Immediately upon completing installations, trenches should be filled,
compacted, mulched, and seeded. Temporary sediment traps should be
installed to protect storm sewer inlets immediately after sewer installation.
Mulching and seeding should quickly follow grading. Attention to the
timing of stabilization can greatly reduce the risk of costly repairs and
clean-ups.
To make sure that conservation practice implementation is timely and
well coordinated with construction activities, a method of work scheduling
is needed and is attached. Failures can be very costly. They can often be
prevented by foresight and scheduling. One method of work scheduling is
the flow chart. The flow chart has good display value for the
superintendent, contractor, and foremen of various crews. It should be
flexible and may need to be revised as construction proceeds. For effective
erosion and sediment control, construction should be scheduled to eliminate
unnecessary exposure of bare soil.
FINAL WORD
It is common knowledge to anyone with just limited experience with
erosion and sediment control that even the best control plans sometimes
result in implementation problems. Keep in mind the disparate goals of the
job superintendent and the inspector:
1. The job superintnedent's main goal is to complete the project on time
within the project budget.
2. The inspector's main goal is . to see that the construction plans and
regulations are followed and the public is protected from unreasonable
damage and danger.
The common thread in each of these viewpoints is the need to reach
timely solutions to problems that come up. By developing a cooperative
working relationship and exercising common sense, the contractor and,
inspector can work together to solve problems efficiently and economically.
Selection of Plant Materials for
The Northern Piedmont/Mountain Region
PERMANENT SEEDING FOR HIGH MAINTENANCE AREAS:
Spring —March 15 - April 15 Kentucky bluegrass
Red fescue
Tall fescue
Summer —May 1- August 1 'Tall fescue
Bermudagrass
(winter -hardy sod)
Fall —August 15 - September 15 Kentucky bluegrass
Winter —see SELECTION OF PLANTS FOR TEMPORARY SEEDING
PERMANENT SEEDING FOR LOWER MAINTENANCE AREAS:
Spring —March 15 - April 15 Tall fescue
Redtop
Weeping lovegrass
Reed canarygrass
Red fescue
Kentucky bluegrass
Sericea lespedeza
Summer —May 1- August 1 Tall fescue
Weeping lovegrass
Sericea lespedeza
Fall —August 15 - September 15 Tall fescue
Redtop
Red fescue
Kentucky bluegrass
Crown vescue
Reed canarygrass
Winter —see SELECTION OF PLANTS FOR TEMPORARY SEEDING
TEMPORARY SEEDING:
Spring —March 1 - April 30
Rye
Oats
Italian ryegrass
Korean (annual)
lespedeza (may be used for
1/2 seeding rate of any of the
above)
Summer —May 1- August 14
Millet
Weeping lovegrass
Korean (annual)
lespedeza
Fall —August 15 - November 1
Rye
Italian ryegrass
Crimson clover
Winter ---prepare seedbed, mulch in acceptable manner, and
seed at first available opportunity in
spring.
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G. W. CLIFFORD & AS'�OCIATES, INC. __ _
200 Norili Cameron Street
P.O. Box 104
'hIinches3 _-t_. Virginia 22601
703-667-2!30
Fax: 7C3-C►5. 0493
a
Tane 14,1991
Mr. Dave Holliday
Holliday Construction
P.O. Box 2715
Winchester, VA 22601
Fredericktowne Estates
Sections'5, 6 & 7
Dear Dave,
We expect all agency cornments to be re%:eived h-, our office within the -.,�xt
four weeks. After all comments are received, we w?L; be ready to officially file
this subdivision with the ''o,,-.cty for appro•- al.
The County fee for il.;.ig this subdivision is $3;34'','ikl. The breakdown i:; as
follows:
$1,000.00 Base Fe,!
900.00 90.00/Lot (First 10 Lats)
4-4-0.0000�45.0t)/Ldt (Remainin Lc-ts)
/�3,340.00:'
Please make check payable so..the Coun':y of FrederickTreasurer and send to
our office within four w t: eks so as not tdae-Iay-ffU-s-p `0j`ecr
Sincerei.,,
7 homas W. Pria
:3.W. C14ford
TWP/kf