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VICINITY MAP
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GENERAL NOTES
VD0T GENERAL NOTES
LEGEND
SCALE 1 = 2000
Vl. All work on this project shall conform to the latest editions of the Virginia Department of
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Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
EXISTING INTERMEDIATE CONT�;�,rrL `'- ro 4 ,
1. Methods and materials used in the construction of the improvements herein shall conform to the current
Sediment Control Regulations and any other state, federal or local regulations applicable. In the
EXISTING INDEX CONTOUR
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event of conflict between any of these standards, specifications or plans, the most stringent shall be
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County construction standards and specifications and/or current VDOT standards and specifications.
govern.
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PROPOSED CONTOUR
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2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
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EXISTING EDGE OF PAVEMENT
must be provided prior to issuance of the site development permit. The approval of these plans in no way
Health Administration and VOSH Rules and Regulations.
PROP E P
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relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
PROPOSED EDGE OF PAVEMENT
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Control Handbook.
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall
EXISTING CURB AND GUTTER
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3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all
traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and
PROP C&G
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(VDOT) and Frederick County prior to construction in existing State right-of-way.
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
Bridge Specifications, Section 104.04-C.
PROPOSED CURB AND GUTTER
CG-6
0 CG-6R
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V4. The developer shall be responsible for relocating, at his x ense, anand all utilities, including
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TRANSITION FROM CG-6 TO CG''-6R
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required under State law.
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5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
traffic signal poles, 'unction boxes, controllers, etc. owned b VDOT or private utilitycompany. It is
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the sole responsibility of the developer to locate and identify utility facilities or items, which may
be in conflict with the proposed construction activity. VDOT approval of these plans does not
EXISTING TELEPHONE LINE .._._.._.._...,.___._...-_...___._.�.._____._
LINE
_.___._._.....__._...__.-.__.__...
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with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation
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PROPOSED TELEPHONE
(VDOT) to determine if and where guard rail and/of paved ditches w111 be needed. The developer will be
relieve the developer of this responsibility.
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responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to
V5. Design features relating to field construction, regulations, and control or safety of traffic may
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EXISTING STORM SEWER - - -°� "
PROP. 15 RCPk,.
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Virginia Department of Transportation VDOT Guard Rail and Paved Ditch Specifications.
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be subject to change as deemed necessary b VDOT. An additional expense incurred as a result of
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any field revision will be the responsibility of the developer.
PROPOSED STORM SEWER
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6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
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representative of the developer must be available at all times.
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V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
EXISTING SANITARY SEWER
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7. Warningsigns, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
land use permits for any work on VDOT right-of-way.
PROPOSED SANITARY SEWER
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Control Devices (MUTCD).
V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged
EXISTING ELECTRIC SERVICE -----'______.__-.___....__-_.__._.._.______.___.._____._..
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8. All unsuitable material shall be removed from the construction limits of the roadway before placing
and held by the engineer and/or developer with the attendance of the contractor, various County
agencies, utility companies and VDOT prior to initiation of work.
PROPOSED ELECTRIC SERVICE
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embankment.
PROJECT INFORMATION
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V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for
EXISTING GAS LINE _.-_._.._-_______.__
..-_.-__..._��-___..___-._.._.._._..____._.___.-__._..___...
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
any undetermined length of time. VDOT will also require 48 hours notice for any inspection.
PROPOSED GAS LINE
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PARCEL IDENTIFICATION: PIN # 30A-98C
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10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
V9. The contractor will be responsible for maintaining adequate access to the project from the
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on the plans and as required at the field inspection.
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adjacent public roadway through construction and maintenance of a construction entrance in
PROPERTY LINE-��-----�-
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CURRENT ZONING: RA SETBACKS: REQUIRED: PROPOSED:
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore,
FRONT: 220' FRONT: 835'
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
access to other properties affected by this project shall be maintained through construction. The
FLOW LINE - -
- - -� -- '-
CURRENT USE: VACANT
SIDE: 210' SIDE: 627
be minimum 6 diameter and conform to VDOT standard SB-1.
Developer shall have„ within the limits of the project, an employee certified b the Department of
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Conservation and Recreation 1n Erosion and Sediment Control who shall inspect erosion and siltation
FENCELINE --... - }---___ �.... k__.__ _ K-__._._...___._ ____
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PROPOSED USE: UNMANNED COMMUNICATION FACILITY '
REAR: 210 REAR: 211
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
control devices and measures for proper installation and deficiencies immediately after each rainfall,
EXISTING POWER POLE
{._,)
CQ
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one litter receptacle shall be provided at the construction site.
at lest daily during prolonged rainfall, and weekly when no rainfall event occurs.
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SITE AREA: 35.0 AC OUTDOOR LIGHTING: NONE SPECIFIED
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EXISTING TELEPHONE POLE
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DISTURBED AREA: 20,000 SF OUTDOOR STORAGE: NONE SPECIFIED
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13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
V10. Contractor shall. ensure adequate drainage is achieved and maintained on the site during and
LEASE AREA: 10,000 SF
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entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
at the end of construction.
EXISTING WATERLINE W� TEE�--�~�~Ca
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum
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PROPOSED WATERLINE W TEE
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ENVIRONMENTAL FEATURES: EXISTING IRRIGATION POND WILL NOT BE
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36" cover and, when possible, to be installed under roadway drainage facilities.
PROPOSED FIRE HYDRANT
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DISTURBED WITH DEVELOPMENT OF THIS SITE.
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14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
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sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
V12. Any unusual subsurface conditions encountered during the course of construction shall be
sheets, and connections to existing lines.
immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity
EXISTING WATER VALVE
AIR TRAFFIC CONTROL LIGHTING WILL BE
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until an adequate design can be determined by the engineer and approved by VDOT.
PROVIDED AS REQUIRED BY REGIONAL
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
PROPOSED WATER METER
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AIRPORT AUTHORITY.
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standards and specifications of Frederick County and/or the Frederick County Public Service Authority.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
EXISTING REDUCER
representative prior to placement and fill. Where CBR testing is required, a VDOT representative
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
shall be present to insure the sample obtained is representative of the location. When soil samples
are submitted to private laboratories for testing, the samples shall be clearly identified and labeled
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PROPOSED REDUCER
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prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
as belonging to a project which will be accepted by VDOT and that testing shall be conducted
STOP SIGN
COUNTY of FREDERICK
A.
according to all applicable VDOT standards.
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utility verification and the proposed construction.
VEHICLES PER DAY COUNT
100
a Department of Planning and Development
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17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be
PROPOSED STREET NAME SIGN
#
540/669-5651
;• FAX:5401665.6395
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result of his construction project within or contiguous to the existing right-of-way.
compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method
A, within plus or minus 2% of optimum moisture for the full width of any dedicated street
PROPOSED SANITARY LATERAL CLEANOUT
March 3, 2002
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
be
right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified
independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A
SANITARY MANHOLE IDENTIFIED
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must provided to Frederick County Public Service Authority prior to issuance of grading and/or site
of
development permits.
copy of all tests shall be submitted to VDOT prior to final VDOT approval.
Mr. Kamal Doshi
Shared Towers, LLC
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
V15. VDOT Standard BCD and UD under -drains shall be installed where indicated on these plans and
STORM DRAIN STRUCTURE IDENTIFIER 6
6501 Sandy Knoll Court
project. The relocation should be done prior to construction.
further where determined necessary by VDOT Inspector.
McLwl o, VA 22101
RE: CUP #05-02 for the Hnartinig 8idge Telecommunications facility; P.I.N. 30-A-98C
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
V16. The installation of any entrances and mailboxes within any dedicated street right -of -wiry shall
EASEMENT LINE
in accordance with state law. In the event gravesites are discovered during construction, the owner and
meet VDOT minimum design standards and is the responsibility of the developer.
Dear. N,r. Doshi:
CENTERLINE
engineer must be notified immediately.
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
12-
This letter is to confirm action taken by the Frederick County Board of Supervisors at their meeting on
March 13, 2002. Your application, Conditional Use Permit #05-02 for a 195-foot lattice -type
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
markings must be installed by the developer or at VDOT's discretion, by VDOT on an account
EXISTING SPOT ELEVATION
telecommunications tower with a waiver ofthe setbacks to the internal parcel boundary lines was approved
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
receivable basis. St o si ns shall be thirt 30 inches tall with hi h intensit sheetin The
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PROPOSED SPOT ELEVATION
+
715 s
with the following conditions:
bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed
1. All Zoning Ordinance requirements andreview agency comments shallbe addressed and complied
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on
EXISTING TREE DRIP LINE j -^ r...� r'- -h-f -' - -:�^
with at all times.
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
VDOT's approved list. A copy of this list may be obtained from the District Material Section.
professional engineer and results submitted to Frederick County prior to pavement construction. If a
Contact the local VDOT Residency Office with any questions regarding sign material and placement.
2. The tower shall be available for co -locating personal wireless services providers.
geotechnical report has been prepared, it should supersede the requirements in this note.
V18. The developer must provide to the local VDOT office a list of all material sources prior to
3. A minor site plan shall be approved by the County.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
construction. Copies of all invoices for materials within any dedicated street right-of-way must be
4. The tower shall be removed by the applicant or property owner within twelve (12) months of
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
abandonment of operation.
may be obscured.
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
5. In the event a telecommunications tower is not erected within twelve (12) months of the approval
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical
of this Conditional Use Permit, then the CUP will be deeded invalid.
,
spreader. Density will be determined using the density control strip as specified in VDOT's Road and
6. Issuance of CUP#05-02shallmake the Conditional Use Permit(CUP#19-01)previouslyissuedfor
Bride Specifications- 304 and VTM-10. A certified compaction technician shall
P p perform these
an adjoining property (same property owner) invalid -
tests.
tests. A certified copy of the test results shall be provided to the Residency Office. In additions to
If you have any questions regarding this action or the site plan approval process, please feel free to call this
checking stone depths, a VDOT representative shall be notified and given the opportunity to be
office.
present during the construction and testing of the density control strip.
V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road
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and Bridge Specifications -Section 315. Density will be determined using the density control strip as
in Section 315 VTM-76.
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specified and A certified compaction technician shall perform these tests.
A certified copy of the test results shall be to the Residency Office. A VDOT
Eawrce AICP, CZA
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provided representative
Deputy Director
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shall be notified and given the opportunity to be present during the construction and testing of the
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control strip.
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cc: Mark Smith, Greenway Engineering
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FCSA CONSTRUCTION NOTES
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
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Sidney Reyes, Gainesboro District Supervisor
Commissioner of Revenue
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V22. Final Location of CG-12 curb ramps shall be determined by VDOT inspector
"F1TE
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DATF-
Jane Anderson, eal Estate
em: George Kriz and Charles Triplett, Gainesboro Planning Commissioners
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O1.
WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS.
THE LINES SHALL
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ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
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2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
FIRE MARSHALLr S NOTE
APPROVED BY ZONING
ADMINISTRATOR
SHEET INDEX
P1411.1 ro,
SHEET NO. 1 COVER SHEET
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR.
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4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
Fire lane markings and signage:
Any "No Parking" signs and locations be installed
2
yellow painted curb will
ZONING ADMINISTRATOR
DAT2
SHEET NO. 2 SITE PLAN
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METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO
by field inspection at the direction of the Fire Marshall's Office.
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BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2 THE FRAME AND COVER TO BE SET TO THE FINAL
This Site Plan is valid for five (5) years
from approval date .
SHEET N0. 3 E & S PLAN & DETAILS
GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE
TRIP GENERATION DATA
COVER SHEET
DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
H OF .
CLASS
USE
DWELLING UNITS
* TRIP RATE
TRIP RATE USE
VPD
5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING
Project Name:
Project Number:
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
U MARK D. SMITH
M A
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES.
C. FOR ALL 1 1 /2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO
NOT A
PL IC,4BLE
"b No.022837
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HUNTING RIDGE UNMANNED COMMUNICATION FACILITY
3296
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THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY
(UNM
NNED TOWER NC
PROP05ED D,41
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WILL INSTALL THE METER.
`SfONAL
Magisterial District:
Date of Plan: (Month, Day, Year)
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
GAINESBORO DISTRICT
03/26/02
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
UTILITY CONTACTS
Owner:
Address, Including Zip Code &Telephone No.
329 HUNTING RIDGE ROAD
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK
BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED.
PROFESSIONAL SEAL &SIGNATURE
TALBERT AND JOYCE DEHAVEN
WINCHESTER, VIRGINIA 22603
Frederick County Sanitation Authority Phone: Verizon
DATE:
March-2002
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
THESE PLANS ARE IN CONFORMANCE WITH
P.O. Box 1877 P.O. Box 17398
FREDERICK COUNTY STANDARDS AND
Developer:
Address, Including Zip Code & Telephone No.
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS
Winchester, VA. 22604 Baltimore, MD 21297
ORDINANCES. ANY DEVIATION OR CHANGE
6501 SANDY KNOLL COURT
DESIGNED
BY: DLF
REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS
(540) 868-1061 (301) 954-6282
IN THESE PLANS SHALL BE APPROVED BY
SHARED TOWERS, L.L.C.
McLEAN, VIRGINIA 22101
REQUIRED.
Power: Allegheny Power Gas: Shenandoah Gas Co.
E ZONING ADMINISTRATOR PRIOR TO
(703) 893-1571
CHECKED
BY: EAW
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ
P.O. Box 1458 P.O. Box 2400
Hagerstown, MD 21741 Winchester, VA 22604
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
JOB NO.
3296
BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE
1-800-654-3317 (540) 869-1111
151 Windy Hill Lane
READOUT IS REQUIRED.
GreenwayEngineering
Winchester, VA 22602
MISS UTILITY 1-800-257-7777
(540) 662-4185
SHEET
1 OF 3
AREA 1"IAiP
SCALE: 1 " = 400'
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GENERAL SITE NOTES:
I. ENTIRE FENCED AREA IS TO BE COVERED WITH FILTER FABRIC a ro" GRAVEL.
2. FACILITY SHALL BE CONSTRUCTED WITH MATERIAL OF A GALVANIZED FINISH OR
PAINTED A NON -CONTRASTING BLUE OR GRAY, UNLESS OTHERW15E MANDATED BY FAA
OR FCC REGULATIONS.
3, A Co' STOCKADE FENCE WILL BE REQUIRED ON ANY SIDE OF THE TOWER FACILITY'S
TOWER PAD SITE THAT IS VISIBLE FROM ADJACENT ROADWAYS AND RESIDENCES.
4. THE INGRESS/EGRESS EASEMENT FOR THE ACCESS ROAD SHALL BE RECORDED
UPON COMPLETION OF ACCESS ROAD CONSTRUCTION.
LEASE AGREEMENT WILL BE STATED AS FOLLOWS:
"THE EX6LU5IVE RIGHT TO USE AND OCCUPY REAL PROPERTY, APPROXIMATELY
/0,000 SQUARE FEET OF LAND, AS APPROXIMATELY DESCRIBED AND SHOWN ON
EXHIBIT A, TOGETHER WITH NON-EXCLUSIVE EASEMENT5 (a) TO PURL IC RIGHT -OF -WA r
FOR REA50NABLE ACCESS, (b) TO THE APPROPRIATE SOURCES OF ELECTRIC AND TELEPHONE
FACILITIES AS OETERMINEO BY LE55EE, (6) FOR PLACEMENT OF ANY SUPPORTING GUYED WIRES
A5 REA50NAOLY DETERMINED BY LE55EE PER GOOD ENGINEER/NO PRACTICES AND (d) TO MEET
FALL -ZONE OR SET BACK REOUIREMENTS (COLLECTIVELY, THE "5/TE'%."
TOWEiz AFEA GRAVEL PAVE1" LENT SECTION
NOT TO SCALE
C;RAVEL PETAL
6" SUBBASE VDOT STD. GR-21A
-III—III—III-1 I I —III —III —III --III. COMPACTED SUBGRADE
i_I i 1=1 i 1—I 11—I 11—I I I_I I I-1 IL I 11=1 (COMPACTED TO S5% DENSITY
AT OPTIMUM M015TURE CONTENT
VDOT VTM-I METHOD)
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 10. SOIL TEST
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERIINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
PvMT3ECT
WIRE ME514 REINFORCING VD.O.T,
ROAD AND BRIDGE STANDARDS SECTION 301,04
411
�— CLASS A-3 CONCRETE
\�6" BASE: 21-A
COMPACTED SUBGRADE
(COMPACTED TO 9596 DENSITY AT OPTIMUM
MOISTURE CONTENT, VDOT 5TM-1 MET✓ -#OD)
CONCfRETE FAD
(NOT TO SCALE)
I"X4"X4'-8" SLATS, 2-FNISH NAIL AT
TOP AND BOTTOM
2"X4"X4' BEAMS, TOE NAIL TO POST
4"X4"X8' POSTS
1-25" ll,AI,
NOTES: _
I. PRESERVATIVE STAIN ON ALL WOOD.
COLOR TO MATCH THAT OF BLDG.
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2. FINISHED SIDE OF FENCE SHALL FACE IN
ADJOINING PROPERTY, IF APPLICABLE. -
COMPACTED GRAVEL
&' WOOD STOCKADE FENCE DETAIL
NOT TO SCALE
SET TREE LEVEL AND PLUMB --STRAIGHTEN
AFTER SETTLEMENT IF REQUIRED. SET TREE
WITH TOP VS OF ROOT BALL ABOVE FNISHED
GRADE
ENCASE WIRE AROUND TRIAJGK IN BLACK
RUBBER HOSE. SECURE AT HEIGHT ABOVE
FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE
REMOVE TOP 1/3 OF BURLAP AND CUT ROPE
AND/OR REMOVE WIRE BASKET FROM BALL
3UY WIRE 92 GAUCsE
B" DOUBLE SHREDDED HARDUK,OD
3' SOIL SAUCER
3 STAKES
BACKFILL
LIGHTLY COMPACTED SETTLING MOUND
TYPICAL PLANTING DETAIL-- EVERGREEN TREES
(NOT TO SCALE)
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TOWER �
ACCESS
LANE ` �S
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USE: RESIDENTIAL.,
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ACCESS
�- LANE'
( \ s e
b"EVEIIR&REEN PLANTING 10" O.G.
\ 10,
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x 5- 6 E , PLANTIN6 10 O.G. /
BARBED WIFE FENCE 100, \
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50 0 100 DATE: MAY-2002
SGALE: 1 " = 50'
SCALE: 1" = 50'
DESIGNED BY: DLF
FILE NO. 3296
SHEET 2 OF 3
02
CONSTRUCTION OF A SILT FENCE
(WITH WIRE S UPPOR T)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
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FLOW
4"
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
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FLOW
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100
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1
Shmood k Nrant
STONE CONSTRUCTION ENTRANCE
GROUND
70' MIN.
A
FILTER CLOTH -- 6" MIN. I A I
SIDE ELEVATION
12' MIN. «
VDOT #1
COURSE AGGREGATE
* MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
OPERATION
RELNr VM,LU VVM,RG IG UKAIN N'Al:t
70' MIN.
B
~� POSITIVE DRAINAGE
B TO SEDIMENT
TRAPPING DEVICE
PLAN VIEW
SECTION A —A
SECTION B—B
SOURCE: ADAPTED from 1983 M#gnd Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1
RE5PON51BLE LAND DISTURBER
NAME:
GERTIFIGATION #:
DATE:
THE RE5PON51BLE LAND D15TURBER
IS THE PARTY RE5PON51BLE FOR
GRRRIN6 OUT THE LAND DISTURBING
ACTIVITY A5 5ET FORTH IN THE PLANS.
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ZONE RA
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SGALE 1" = 100'
EROSION AND SEDIMENT GONTROL NARRATIVE
HUNTI NCB RI D6E UNMANNED GOMMUNI GATT ON FAG I L I TY
Description: This project proposes the construction of a new communication tower facility.
This project includes the construction of approximately 5 concrete pads for a IG5' lattice
tower and it's mechanical equipment.
Existing site conditions: The area to be disturbed under this plan is currently on open area
within a partially wooded lot.
Adjacent areas: This property bordered on all sides by residential land use in RA zoning.
Critical areas: There are no unusual or critical areas at this site.
Erosion and sediment control measures: Gontrol of erosion and Sedimentation for this site
shall be achieved by installing the following.
I. Gon5truction entrance.
2. Gonstruct Silt fence.
3. Soil stabilization through permanent seeding of any unpaved disturbed areas.
Permanent stabilization: Once construction Is complete, all disturbed areas not built upon
or paved shall be covered with a minimum of four (4) inches of topsoil. Fertilizer, Seeding
and a blanket of straw shall be applied to the topsoil.
Stormwater management: There is no proposed stormwater management for this project.
Maintenance Program: The erosion and sediment control measures installed on the site
shall be maintained by performing the following.
I. The site superintendent shall inspect all erosion and sediment control devices after each
rainfall and at least daily during prolonged rainfall. Damaged or deficient controls Shall be
repaired or improved immediately.
2 The 51te superintendent shall inspect dolly the areas construction activity to insure
erosion control effectiveness. Additional measures shall be installed immediately where
deficiencies are found.
3. Permanent erosion control measures include the installation of rip rap at storm sewer
outfolls and the establishment of gra55 on exposed Surfaces disturbed in the construction
process.
Erosion and sediment control program
I. Hold pre constructlon meeting on site.
2. Install construction entrance.
3. Installation of silt fence.
4. Grade the site, install concrete pads.
5. After approval by the inspector, remove the temporary control devices and stabilize the
areas disturbed during removal.
Note: Frederick Gounty retains the right to add and/or modify these erosion
and sediment control measures during the construction process, within reason, to ensure
adequate protection to the public and the environment.
Seeding schedule (soil stabilization):
I. Spread topsoil at a minimum depth of four (4) inches.
2. Incorporate pulverized agricultural limestone into the topsoil at a rate of c12 Ib5. per
1,000 square feet (2 tons per acre).
3. Fertilize with 10-10-10 fertilizer at a rate of 23 Ibs per 1,000 square feet (1,000 Ib5 per
acre).
4. Seed all areas with a seed mix consisting of 679 Kentucky 31 Tall Fescue and 53%
Red Top Glover.
5. Mulch all seeded areas with straw mulch applied at a rate of 5,500 Ib5 per acre,
anchored with cutback or emulsified asphalt applied of a rate of 200 gallons per acre.
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MARK D. SMITH 9
No.002009
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DATE: MAY-2002
SCALE: - AS SHOWN
DESIGNED BY: - DLF
FILE NO. - 3296
SHEET - 3 OF- 3
GENERAL NOTES
VD 0 T GENERAL NOTES
LEGEND
VICINITY MAP
SCALE 1 2000'
V1. All work on this project shall conform to the latest editions of the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
EXISTING INTERMEDIATE CONTaU-TZ-------__, 33
1. Methods and materials used in the construction of the improvements herein shall conform to the current
Sediment Control Regulations and any other state, federal or local regulations applicable. In the
event of conflict between any of these standards, specifications or the most stringent shall be
EXISTING INDEX CONTOUR
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County construction standards and specifications and/or current VDOT standards and specifications.
plans,
govern.
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PROPOSED CONTOUR
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
EXISTING EDGE OF PAVEMENT
must be provided prior to issuance of the site development permit. The approval of these plans in no way
Health Administration and VOSH Rules and Regulations.
PROP E/P
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
PROPOSED EDGE OF PAVEMENT
Control Handbook.
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall
1 1 X k", 8t Cy,
EXISTING CURB AND GUTTER
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all
flaggers be in the latest VDOT Road
PROP C&G
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(VDOT) and Frederick County to construction in existing State right-of-way.
traffic control must certified accordance with edition of the and
PROPOSED CURB AND GUTTER
prior
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
Bridge Specifications, Section 104.04-C.
CG-6 CG-6R
FROM CG-6 TO CG-6R
41
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01
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including
TRANSITION
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required under State law.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is
the sole responsibility of the developer to locate and identify utility facilities or items, which in ay
be in conflict with the proposed construction activity. VDOT approval of these plans does not
EXISTING TELEPHONE LINE
PROPOSED TELEPHONE LINE
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
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(VDOT) to determine if and where guard rail and of paved ditches will be needed. The developer will be
relieve the developer of this responsibility.
Ex. 15" RCIP
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responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
V5. Design features relating to field construction, regulations, and control or safety of traffic may
EXISTING STORM SEWER
PROP. 15n RCP
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of
PROPOSED STORM SEWER MEN=
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6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
any field revision will be the responsibility of the developer.
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representative of the developer must be available at all times.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
EXISTING SANITARY SEWER ------
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7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
land use permits for any work on VDOT right-of-way.
PROPOSED SANITARY SEWER
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Control Devices (MUTCD).
V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged
EXISTING ELECTRIC SERVICE
22-
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
and held by the engineer and/or developer with the attendance of the contractor, various County
embankment.
agencies, utility companies and VDOT prior to initiation of work.
PROPOSED ELECTRIC SERVICE
Q) 0
PROJECT INFORMATION
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for
EXISTING GAS LINE
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
any undetermined length of time. VDOT will also require 48 hours notice for any inspection.
PROPOSED GAS L
LINE
PARCEL IDENTIFICATION: PIN # 30A-98C
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
V9. The contractor will be responsible for maintaining adequate access to the project from the
oil the plans and as required at the field inspection.
adjacent public roadway through construction and maintenance of a construction entrance in
PROPERTY LINE
CURRENT ZONING: RA SETBACKS: REQUIRED: PROPOSED:
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore,
FRONT: 220' FRONT: 835'
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
access to other properties affected by this project shall be maintained through construction. The
FLOW LINE
CURRENT USE: VACANT
SIDE: 210' SIDE: 627'
be minimum 6" diameter and conform to VDOT standard SB-1.
Developer shall have, within the limits of the project, an employee certified by the Department of
FENCELINE X
PROPOSED USE: UNMANNED COMMUNICATION FACILITY REAR: 210' REAR: 211'
Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation
C\2
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12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
control devices and measures for proper installation and deficiencies immediately after each rainfall,
EXISTING POWER POLE _0
CQ
one litter receptacle shall be provided at the construction site.
at lest daily during prolonged rainfall, and weekly when no rainfall event occurs.
SITE AREA: 35.0 AC OUTDOOR LIGHTING: NONE SPECIFIED
C\2
CQ
EXISTING TELEPHONE POLE 0
DISTURBED AREA: 20,000 SF OUTDOOR STORAGE: NONE SPECIFIED
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
VIO. Contractor shall ensure adequate drainage is achieved and maintained on the site during and
LEASE AREA: 10,000 SF
0
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
at the end of construction.
EXISTING WATERLINE W1 TEE
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whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum
PROPOSED WATERLINE W/ TEE
ENVIRONMENTAL FEATURES: EXISTING IRRIGATION POND WILL NOT BE
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condition at all times.
36" cover and, when possible, to be installed under roadway drainage facilities.
DISTURBED WITH DEVELOPMENT OF THIS SITE.
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14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
PROPOSED FIRE HYDRANT
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sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
V12. Any unusual subsurface conditions encountered during the course of construction shall be
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sheets, and connections to existing lines.
immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity
EXISTING WATER VALVE
AIR TRAFFIC CONTROL LIGHTING WILL BE
until an adequate design can be determined by the engineer and approved by VDOT.
PROVIDED AS REQUIRED BY REGIONAL
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
V13. All fill borrow be inspected by VDOT
PROPOSED WATER METER
AIRPORT AUTHORITY.
standards and specifications of Frederick County and/or the Frederick County Public Service Authority.
areas, material and undercut areas shall and approved a
to fill. Where CBR testing is VDOT
EXISTING REDUCER
representative prior placement and required, a representative
10
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
shall be present to insure the sample obtained is representative of the location. When soil samples
are submitted to private laboratories for testing, the samples shall be clearly identified and labeled
PROPOSED REDUCER
77
4-
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
as belonging to a project which will be accepted by VDOT and that testing shall be conducted
STOP SIGN
.0 COUNTY of FREDERICK
A.
according to all applicable VDOT standards.
utility verification and the proposed construction.
VEHICLES PER DAY COUNT 100
Department of Planning and Development
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be
PROPOSED STREET NAME SIGN
540/665-S651
FAX: 5401665-6395
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result of his construction project within or contiguous to the existing right-of-way.
compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method
A, within plus or minus 2% of optimum moisture for the full width of any dedicated street
PROPOSED SANITARY LATERAL CLEANOUT
March 14, 2002
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified
independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A
SANITARY MANHOLE IDENTIFIER
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must be provided to Frederick County Public Service Authority prior to issuance of grading and/or site
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development permits.
copy of all tests shall be submitted to VDOT prior to final VDOT approval.
Mr. Karnal Doshi
Shared rowers, LLC
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and
STORM DRAIN STRUCTURE IDENTIFIER 6
6501 Sandy Knoll Court
project. The relocation should be done prior to construction.
further where determined necessary by VDOT Inspector.
McLean, VA 22101
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall
EASEMENT LINE
PE: CUP #05-02 for the RuAting ludge Telecommunications Facility; P.LN. 30-A-98C
in accordance with state law. In the event gravesites are discovered during construction, the owner and
meet VDOT minimum design standards and is the responsibility of the developer.
CENTERLINE
DeaT Vr. Doshi:
engineer must be notified immediately.
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
n,
EXISTING SPOT ELEVATION
This letter is to confirm action taken by the Frederick County Board of Supervisors at their meeting on
Miarch. 13, 2002. Your application, Conditional Use Permit 005-02 for a 195-foot lattice -type
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
markings must be installed by the developer or at VDOT's discretion, by VDOT on an account
telecommunications tower with a waiver ofthe setbacks to the internal parcel boundary lines was approved
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The
+
PROPOSED SPOT ELEVATION 715-1
with tb,: following conditions:
bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed
1. All Zoning Ordinance requirements andrevim agencycomments shallbe addressed and complied
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on
EXISTING TREE DRIP LINE
with at all 'Limes.
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
VDOT's approved list. A copy of this list may be obtained from the District Material Section.
professional engineer and results submitted to Frederick County prior to pavement construction. If a
Contact the local VD1OT Residency Office with any questions regarding sign material and placement.
2. The tower shall be available for co -locating personal wireless services providers.
geotechnical report has been prepared, it should supersede the requirements in this note.
V18. The developer must provide to the local VDOT office a list of all material sources prior to
3. A minor site plan shall be approved by the County.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
construction. Copies of all invoices for materials within any dedicated street right-of-way must be
4. The tower she be removed by the applicant or property owner within twelve (12) months of
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
be
abandonment of operation.
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
may obscured.
5. In the event a telecommunications tower is not erected within twelve (12) months of the approval
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical
of this Conditional Use Permit; then the CUP will be deeded invalid.
spreader. Density will be determined using the density control strip as specified in VDOT's Road and
6. Issuance ofCUP #05-02 shall make the Conditional Use Permit (CUP419-0 1) previously issuedffbr
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Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these
an adjoining property (same property owner) invalid.
tests. A certified copy of the test results shall be provided to the Residency Office. In additions to
checking stone depths, a VDOT representative shall be notified and given the opportunity to be
If you have any questions regarding this action orthe site plan approval process, please feel free to call this
office.
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present during the construction and testing of the density control strip.
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V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road
and Bridge Specifications -Section 315. Density be determined the density
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will using control strip as
in Section 315 VTM-76. A technician these tests.
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specified and certified compaction shall perform
awrence
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A certified copy of the test results shall be provided to the Residency Office. A VDOT representative
Deputy Director
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shall be notified and given the opportunity to be present during the construction and testing of the
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control strip.
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
V22. Final Location of CG-12 curb ramps shall be determined by VDOT inspector
NAL '! E PLJ�N
A F'ROV�cD
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SPLUch
cc: Mark Smith, Greenway Engineering
Sidney Reyes, Gainesbora District Supervisor
Commissioner of Revenue
Jane Anderson, Real Estate
cm: George Kriz and Charles Triplett, Gainesboro Planning Commissioners
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FCSA CONSTRUCTION NOTES
WATER WITH THESE PLANS. THE LINES SHALL
l. AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE
ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
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2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
FIRE MARSHALLS NOTE
APPROVED BY ZONING ADMINISTRATOR ATOR
SHEET INDEX
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR.
Fire lane markings and signage:
i
SHEET NO.1 COVER SHEET
�4
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
Any "No Parking" signs and yellow painted curb locations will be installed
V 051311CA
ZONING ADMINISTRATOR DATE
SHEET NO. 2 SITE PLAN
4.4
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METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO
by field inspection at the direction of the Fire Marshall's Office.
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BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL
This Site Plan is valid for five (5) years from approval date.
SHEET NO. 3 E & S PLAN & DETAILS
GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE
TRIP GENERATION DATA
CO VER SHEET
DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
H OF
CLASS
USE
DWELLING UNITS
TRIP RATE
TRIP RATE USE
VPD
5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING
Project Name:
Project Number:
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
U MARK D. SMITH
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES.
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO
NOT A=f=L1r_A5LE
ro, No. 022837
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HUNTING RIDGE UNMANNED COMMUNICATION FACILITY
3296
THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY
WILL INSTALL THE METER.
(UNMANNED
TOWER NC
1=ROPO5EC> DAILY
TRAFFIC:)
"'ONAL
Magisterial District:
Date of Plan: (Month, Day, Year)
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
GAINESBORO DISTRICT
03/26/02
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
UTILITY CONTACTS
Owner:
Address, Including Zip Code & Telephone No.
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK
BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED.
PROFESSIONAL SEAL & SIGNATURE
TALBERT AND JOYCE DEHAVEN
329 HUNTING RIDGE ROAD
WINCHESTER, VIRGINIA 22603
Frederick County Sanitation Authority Phone: Verizon
DATE: March-2002
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
THESE PLANS ARE IN CONFORMANCE WITH
P.O. Box 1877 P.O. Box 17398
FREDERICK COUNTY STANDARDS AND
Developer:
Address, Including Zip Code & Telephone No.
8, ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS
Winchester, VA. 22604 Baltimore, MD 21297
ORDINANCES. ANY DEVIATION OR CHANGE
6501 SANDY KNOLL COURT
DESIGNED BY: DLF
REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS
(540) 868-1061 (301) 954-6282
IN THESE PLANS SHALL BE APPROVED BY
SHARED TOWERS, L.L.C.
McLEAN, VIRGINIA 22101
CHECKED BY: EAW
REQUIRED.
Power: Allegheny Power Gas: Shenandoah Gas Co.
THE ZONING ADMINISTRATOR PRIOR TO
(703) 893-1571
P.O. Box 1458 P.O. Box 2400
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ
Hagerstown, MD 21741 Winchester, VA 22604
JOB NO. 3296
BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE
1-800-654-3317 (540) 869-1111
Greenway Engineering
151 Windy Hill Lane
Winchester, VA 22602
READOUT IS REQUIRED.
MISS UTILITY 1-800-257-7777 1
(540) 662-4185
SHEET 1 OF 3
,4RE,4 i IAF
SCALE: 1 "= 400'
GENERAL SITE NOTES:
1, ENTIRE FENCED AREA IS TO BE COVERED WITH FILTER FABRIC 'a ro" GRAVEL,
2, FACILITY SHALL BE CONSTRUCTED WITH MATERIAL OF A GALVANIZED FINISH OR
PAINTED A NON -CONTRASTING BLUE OR GRAY, UNLESS OTHERWISE MANDATED BY FAA
OR FCC REGULATIONS,
3, A 6' STOCKADE FENCE WILL BE REQUIRED ON ANY SIDE OF THE TOWER FACILITY'S
TOWER PAD 51TE THAT IS VISIBLE FROM ADJACENT ROADWAYS AND RESIDENCES,
4, THE INGRESS/EGRESS EASEMENT FOR THE ACCESS ROAD SHALL BE RECORDED
UPON COMPLETION OF ACCESS ROAD CON5TRUCTION.
LEASE AGREEMENT WILL BE STATED AS FOLLOWS:
"THE EXCLU5/VE Rl614T TO USE AND OCCUPY REAL PROPERTY, AFFROXIMATELY
/0,000 SQUARE FEET OF LAND, AS AFFROXIMATELY DESCRIBED AND SHOWN ON
EXHIBI T A, TOGETHER WITH NON-EXGLU5/VE EASEMENTS (a) TO PURL IC R16HT-OF-WA y
FOR REA30NABLE ACCESS, V TO THE AFFROFRIATE SOURCES OF ELECTRIC AND TELEPHONE
FACILITIES AS DETERMINED BY LE55EE, (6) FOR PLACEMENT OF ANY SUPPORTING GUYED WIRES
A5 REA50NAOLY DETERMINED BY LE55EE PER GOOD EN6/NEERIN6 FRA6TICE5 AND (d) TO MEET
FALL -ZONE OR SET BACK REQUIREMENTS (COLLECTIVELY, THE "SITE')."
TOWER AREA GRAVEL FAVEiMENT SECTION
NOT TO SCALE
II
GRAVEL DETAIL
(o" 5U55A5E VDOT 5TD. GR-21A
iIIII�IIIII�IIIIFIIII�IIIII�IIIIFIIII�IIIIIIIII-COMPACTED 6UBGRADE
(COMPACTED TO 95% DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-1 METHOD)
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 10, SOIL TEST
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION TPICKNE55 PRIOR TO CONSTRUCTION.
PV IITSECT
WIRE MESH REINFORCING VD.O.T.
ROAD AND BRIDGE STANDARDS SECTION 30104
(o " i 4� ,.
77
CLA55 A-3 CONCRETE
(o" BASE 21-A
COMPACTED 5UBGRADE
(COMPACTED TO 95% DENSITY AT OPTIMUM
MOISTURE CONTENT, VDOT 5TM-1 METHOD)
CONCRETE fi AD
(NOT TO SCALE)
I"X4"X4'-8" 5LAT5, 2-FINISH NAIL AT
TOP AND BOTTOM
2"X4"X4' BEAMS, TOE NAIL TO POST
4"X4"X8' POSTS
1.25" 1, A
NOTES: _
I, PRESERVATIVE STAIN ON ALL WOOD. —
COLOR TO MATCH THAT OF BLDG. I I I-
2. FINISHED SIDE OF FENCE SHALL FACE m
ADJOINING PROPERTY, IF APPLICABLE.
�O
COMPACTED GRAVEL —_
&' WOOD STOCKADE FENCE DETAIL
NOT TO SCALE
SET TREE LEVEL AND PLUMB --STRAIGHTEN
AFTER SETTLEMENT IF REQUIRED. SET TREE
WITH TOP 1/6 OF ROOT BALL ABOVE FINISHED
GRADE
ENCASE UARE AROUND TRUNCK IN BLACK
RUBBER HOSE. SECURE AT HEIGHT ABOVE
FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE
REMOVE TOP 1/3 OF BURLAP AND CUT ROPE
AND/OR REMOVE WIRE BASKET FROM BALL
WIRE 012 GAUGE
2" DOUBLE SHREDDED HARDWOOD
3" SOIL SAUCER
3 STAKES
BACKPI—L
LIGHTLY COMPACTED SETTLING MOUND
TYPICAL PLANTING DETAIL-- EVERGREEN TREES
(NOT TO SCALE)
- - COl„MEIRGIAL/INDUSTRIAL
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1 BARBED WIPE FENCE / 100' `
\ W/12' DOUBLE GAT(; \�O' \
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UeE: AGRICULTURE
ZONE : RA
30-A-1 6(0
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SCALE: 1" = SO'
SCALE: 1" = 50'
i DESIGNED BY: DLF
FILE NO. 3296
SHEET 2 OF 3
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CONSTRUCTION OF A SILT FENCE
(WITH WIRE S UPPOR T)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
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4
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1
Shmood k WTO
STONE CONSTRUCTION ENTRANCE
EXISTING GROUND
70' MIN.
A
FILTER CLOTH � 6" MIN. I A I
SIDE ELEVATION
12' MIN.
70' MIN.
B WASHRACK
I f- (REQUIRED)
Z- VDOT1 I I ~� POSITIVE DRAINAGE
COURSE AGGREGATE B TO SEDIMENT
I TRAPPING DEVICE
* MUST EXTEND FULL WIDTH I r OF INGRESS AND EGRESS
OPERATION PLAN VIEW
SECTION A -A
RE111rVnIlru 11VM1Mr-IL UKAIN Z)eX.;t
SECTION B-B
SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1
RE5PON51BLE LAND D15
NAME:
GERTIFIGATION #:
DATE:
TURBERI
THE RE5PON51BLE LAND DISTURBER
15 THE PARTY RE5PON51BLE FOR
GARRIN6 OUT THE LAND DISTURBING
ACTIVITY A5 5ET FORTH IN THE PLANS.
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EROSION AND SEDIMENT GONTROL NARRATIVE
HUNTI NO RI D6E UNMANNED GOMMUN I GATT ON FAG I L I TY
Descriptions This project propo5e5 the construction of a new communication tower facility.
This project includes the construction of approximately 5 concrete pads for a Iq5' lattice
tower and it's mechanical equipment.
Existing site conditions: The area to be disturbed under this plan is currently on open area
within a partially wooded lot.
Adjacent areas: This property bordered on all 51de5 by residential land use in RA zoning.
Critical areas: There are no unusual or critical areas at this site.
Erosion and sediment control measures: Gontrol of erosion and sedimentation for this Site
shall be achieved by installing the following.
I. Construction entrance.
2. Gon5truct Silt fence.
3. Soil stabilization through permanent Seeding of any unpaved disturbed areas.
Permanent stabilization: Once construction is complete, all disturbed areas not built upon
or paved shall be covered with a minimum of four (4) inches of topsoil. Fertilizer, seeding
and a blanket of Straw shall be applied to the topsoil.
5tormwater management. There is no proposed stormwater management for this project.
Maintenance Programs The erosion and sediment control mea5ure5 installed on the site
shall be maintained by performing the following.
I. The Site Superintendent Shall inspect all erosion and Sediment control devices after each
rainfall and at least daily during prolonged rainfall. Damaged or deficient controls shall be
repaired or improved immediately.
2 The Site superintendent shall inspect daily the areas construction activity to Insure
erosion control effectivene55. Additional mea5ure5 shall be installed immediately where
deficiencies are found.
3. Permanent erosion control measures include the installation of rip rap at storm sewer
outfalls and the establishment of grass on exposed surfaces disturbed in the construction
process.
Erosion and sediment control program
I. Hold pre construction meeting on Site.
2. Install construction entrance.
3. Installation of silt fence.
4. Grade the site, install concrete pads.
5. After approval by the inspector, remove the temporary control devices and 5tabilize the
areas disturbed during removal.
Note: Frederick Gounty retains the right to add and/or modify these erosion
and sediment control measures during the construction process, within reason, to ensure
adequate protection to the public and the environment.
Seeding schedule (soil stabllization)s
I. Spread topsoil at a minimum depth of four (4) inches.
2. Incorporate pulverized agricultural limestone into the topsoil of a rate of C`12 Ib5. per
1,000 square feet (2 tons per acre).
3. Fertilize with 10-10-10 fertilizer at a rate of 23 Ibs per 1,000 Square feet (1,000 Ibs per
acre).
4. Seed all areas with a seed mix consisting of 67 o Kentucky 31 Tall Fescue and 33%
Red Top Glover.
5. Mulch all seeded areas with straw mulch applied at a rate of 3,500 Ib5 per acre,
anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre.
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DATE: MAY— 2002
SCALE: - AS SHOWN
DESIGNED BY: - DLF
FILE NO. - 3296
14
SHEET - 3 OF- 3