HomeMy WebLinkAbout11-02 Reynold's Store Telecommunicatoins Tower - Gainesboro - Backfile (2)3
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CEFNERAL NOTES
VDOT CENERAL NOTES
LECEND
VICINITi M.4F
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VI. All work on this project shall conform to the latest editions of the Virginia Department of Transportation
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SCALE 1 " = 2000'
(VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control
EXISTING INTERMEDIATE CONTOUR _..� `i3 �- --
1. Methods and materials used in the construction of the improvements herein shall conform to the current
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Regulations and any other state, federal or local regulations applicable. In the event of conflict between
any of these standards, specifications or plans, the most stringent shall be govern.
EXISTING INDEX CONTOUR 330
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County construction standards and specifications and/or current VDOT standards and specifications.
PROPOSED CONTOUR 40
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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 Health
EX E�
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Administration and VOSH Rules and Regulations.
EXISTING EDGE OF PAVEMENT �� _ ��
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must be provided prior to issuance of the site development permit. The approval of these plans in no way
PROP E/P
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relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in
PROPOSED EDGE OF PAVEMENT
SITE
Control Handbook
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 Bridge
_ EX Glta -
EXISTING CURB AND GUTTER ----- ----==-==---------
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3. A must be obtained From the Office of the Resident Engineer, Virginia Department of Transportation
permit
Specifications Section 104.04-C.
PROP CtG�
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(VDOT) and Frederick County prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER
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4. Approval of this plan does not Guarantee issuance of an entrance permit b VDOT when such permit is
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required tinder State law.
V4. The developer shall be responsible for relocating, at his expense, an and all utilities, including traffic
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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 may be in conflict with-�
CG-b 0 CG-bR'�'`
TRANSITION FROM CG-6 TO CG-6R
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the activity. VDOT approval of these does not the developer this
EXISTING TELEPHONE LINE -� --------- --
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5. The exact location of all Guard rails will be determined b VDOT personnel. A joint inspection will be held
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proposed construction plans relieve of
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
responsibility.
PROPOSED TELEPHONE LINE - --------------7-----------
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(VDOT) to determine if and where guard rail and/oF paved ditches will be needed. The developer will be
V5. Design features relating to field construction, regulations, and control or safety of traffic may be
EX. 15" RGP
EXISTING STORM SEWER _-._�°� ��_-.-._.__�._.. __ __.��y T�
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responsible for rovidin guardrail and paved ditches as determined b this joint inspection." Refer to
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subject to change as deemed necessary b VDOT. An additional expense incurred as a result of an field
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PROP. 15" RCP
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
revision will be the responsibility of the developer.
PROPOSED $TOt�l1 SEWER
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PROJECT iNFORMATIONLo
�. Ana roved set of laps and all applicable permits must be available at the construction site. Also a
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representative the developer must be available at all times.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use
for VDOT
EXISTING SANITARY SEWER
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of
permits any work on right-of-way.
-1. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V-1. if required by the local VDOT Residency Office, a pre -construction conference must be arranged and
PROPOSED SANITARY SEWER a a
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Control Devices (MUTCD).
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
EXISTING ELECTRIC SERVICE-� �-
PARCEL IDENTIFICATION: TM il-((A))-39 SETBACKS: REQUIRED: PROPOSED:
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE EFRONT:
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embankment.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
220' FRONT: 271'
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undetermined length of time. VDOT will also require 48 hours notice for any inspection.
EXISTING GAS LINE -------- - __-_�
CURRENT ZONING: SIDE: 210' SIDE: 463'
S. All pavement sections on the approved plans are based on a minimum GBR value of ro. GBR values less
CURRENT USE: SINGLE FAMILY / VACANT REAR: 210' REAR: 560'
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than 6 will require revised pavement section prepared by Greenwag Engineering and approved by the owner.
V3. The contractor will be responsible For maintaining adequate access to the project from the adjacent
PROPOSED GAS LINE GO C,
PROPOSED USE: UNMANNED COMMUNICATION TOWER
W to
public roadway through construction and maintenance of a construction entrance in accordance with the
10. All roadside ditches at grades of more than 59. shall be paved with cement concrete to the limits indicated
Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, access to other properties
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PROPERTY LINE
on the plans and as required at the field Inspection.
affected by this project shall be maintained through construction. The Developer shall have, within the limits
SITE AREA: 105.36 AC OUTDOOR LIGHTING NONE SPECIFIED
of the project, an employee certified by the Department of Conservation and Recreation in Erosion and
FLOW LINE
DISTURBED AREA: 10,000 a
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation
LEASE AREA: 10,000 5F OUTDOOR STORAGE NONE SPECIFIED
be minimum &" diameter and conform to VDOT standard 58-1.
and deficiencies immediately after each rainfall, at feet daily during prolonged rainfall, and weekly when no
FENCELINE-
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Actt no less than
rainfall event occurs.
EXISTING POWER POLE
BUILDING HEIGHT
one litter receptacle shall be provided at the construction site.
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V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end
EXISTING TELEPHONE POLE ��
NO ENVIRONMENTAL
MAXIMUM = 35'
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
of construction.
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FEATURES ARE PRESENT
ON TH15 PROPERTY PROP. HEIGHT = SEE ATTACHED C.U.P.
enteringpublic streets and it is the contractors responsibility to clean streets ells duet and to take
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Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover
EXISTING WATERLINE W/ TEE
whatever measures are necessary to Insure that the streets are maintained in a clean, mud and dust free
and, when possible, to be installed under roadway drainage facilities.
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PROPOSED WATERLINE W/ TEE Ti r
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condition at all times.
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14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V12. Any unusual subsurface conditions encountered during the course of construction shall be immediately
brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design
PROPOSED FIRE HYDRANT i
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sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
can be determined by the engineer and approved by VDOT.
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sheets, and connections to existing lines.
EXISTING WATER VALVE
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15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and Fill. Where GBR testing is required, a VDOT representative shall be
PROPOSED WATER METER ®
COPY FOR YOUR
standards and specifications of Frederick Gounty and/or the Frederick County Public Service Authority.
present to insure the sample obtained is representative of the location. When soil samples are submitted to
EXISTING REDUCER
INFORMATION
16. The location of existing utilities shown In these plans are taken from existing records. it shall be the
rivate laboratories for testin , the samples lidentified d labeled belin
private sbe clearly entianas ong g to a
project which will be accepted by 1/DOT and that testing shall be conducted according to all applicable
PROPOSED REDUCER
�� G� COUNTY of FREDERICK
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contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
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VDOT standards.
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STOP SIGN
Department of Planning and Development
to
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
540/665.5651
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utility verification and the proposed construction.
Vi4. All roadway fill, base, subsurface material and backfill Of utility/storm sewer trenches shall be compacted
VEHICLES PER DAY COUNT 1(d(1}
FAX:540/665-6395
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1-1. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
in fo" 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 right-of-way. At the direction of
PROPOSED STET NAME SIGN -
January 28, 2002
result of his construction project within or contiguous to the existing right-of-way.
VDOT Inspector, density tests performed by a qualified independent agency shall be conducted as required
PROPOSED SANITARY LATERAL CLEANOUT
in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final
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18. When grading Is proposed within easements of utilities, letters of permission From all involved companies
VDOT approval.
Mr. Kamal Doshi
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must be provided to Frederick County Public Service Authority prior to issuance of grading and/or site
SANITARY MANHOLE IDENTIFIER 12
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6501SharS ndyKnTowers, Knoll
6501 Sandy Knoll Court
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development permits.
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V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further
McLean, VA 22101
19. The developer will be responsible for the relocation of any utilities which is required as 6 result of his
where determined necessary by VDOT Inspector.
STORM DRAIN STRUCTURE IDENTIFIER 6
RE: CUP #20-Olfor the Reynold'sStore Telecommunications Facility
project. The relocation should be done prior to construction.
Vlro. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT
Property Identification Number11-A-39
minimum design standards and is the responsibility of the developer. 9 p y p
EASEMENT LINE
Dear Mr. Doshi:
20. These plans identify the location of all known gravesites. Gravesftes shown on this plan will be protected
to accordance with state law. In the event gravesites are discovered during construction, the owner and
VI-1. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must
CENTERLINE
This letter is to confirm -tion taken by the Frederick County Board of Supervisors at their meeting on
engineer must be notified immediately.
be installed b the developer or at VDOT's discretion, b VDOT on an account receivable basis. Stop signs
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January 23, 2002. Your Conditional Use Permit, 420-01 for a 195-foot-high lattice -type
telecommunications facility, was approved with the following conditions:
shall be thirty (30) inches tall with high intensity sheeting. The bottom of the alga shall be six (6) feet above
EXISTING SPOT ELEVATION 120
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
the edge of pavement and the post shall be instaliled a minimum Of four (4) feet from the edge Of pavement.
1. A.11Zoning Ordinance requirements and review agency comments shall beaddressed and complied
at (540) ro�2-4185 immediately of any discrepancies between actual field conditions and the approved plan.
Sign posts shall be of a type found on VDOT's approved list. A copy of this list may be obtained from the
PROPOSED gf OT ELEVATION715 3
with at all times.
District Material Section. Contact the local VDOT Residency Office with any questions regarding sign
22. Controlled Fills shall be compacted to 959. of maximum density as determined by method "A" per standard
material and placement.
EXISTING TREE DRIP LINE � s �-�.- ,•_ ..•� ' ti-� ��� � -r- `
2. The tower shall be available for co -locating personal wireless services providers.
proctor AA5HTO-T99, ASTi" 1-Dh98, or VTM-1 as applicable. Density shall be certified by a registered
V18. The developer must provide to the local VDO,T office a list of all material sources prior to construction.
3. A minor site plan shall be approved by the County.
professional engineer and results submitted to Frederick County prior to pavement construction. If a
Copies of all invoices for materials within any dedicated street right-oF-way must be provided to the local
4. The tower shall be removed by the applicant or property owner within twelve (12) months of
geotechnlcal report has been prepared, it should supersede the requirements in this note.
VDOT Residency Office prior to acceptance of the work Unit and total prices may be obscured.
abandonment of operation.
23. Contractors shall notlfg operators who maintain underground utility lines in the area of proposed excavating
VIS, Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader.
5. A strobe light will be permitted to be placed on top of the tower, at the request ofa local airport.
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
Density will be determined using the density control strip as specified in VDOT's Road and Bridge
6. In the event a telecommunications tower is not erected within twelve (12) months of the approval
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
5peeifleations-5eetion 304 and VTM-10. A certified compaction technician shall perform these tests. A
of this Conditional Use Permit, then the CUP will be deeded invalid.
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
certified copy of the test results shall be provided to the Residency Office. In additions to eheekin
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stone depths, a VDOT representative shall be notified and given the opportunity to be present during the
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If you have any questions regarding this action or the site plan approval process, please feel free to call this
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construction and testing of the density control strip.
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offiLLawrence
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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 will be determined using the density control strip as specified in
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Section 315 and VTNI--I6. A certified compaction technician shall perform these tests. A certified copy of
the test results shall be provided to the Residency Office. A VDOT representative shall be notified and
EAICP, CZA
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Director
iven the opportunity to be resent during the construction and testing of the control strip.Deputy
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EYi THE ZONING
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V21. Approval l of these plans shall expire three (3) ears from the date of the approval I letter.
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,4DMINi6TRATOR
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cc: Sidney Reyes, Gainesboro District Supervisor
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Commissioner of Revenue
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Mark D. Smith, Greenway Engineering
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�CS,4 CONSTRUCTION NOTES
107 North Kent Street •Winchester, Virginia 22601-5000
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V22. Final Location of CG-12 curb ramps shall be determined by VDOT inspector
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WITH THESE PLANS. THE LINES SHALL
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE
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ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
ZONING ADMINISTRATOR DATE
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FIRE MAR5HALL i5 NOTE
SHEET INDEX
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2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
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3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR.
SITE PLANE VALID FOR 5 YEARS
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
Fire lane markings and signage:
Any "No Parking" signs and yellow painted curb locations will be installed
FROM DATE OF APPROVAL.
COVER SHEET 1
TE PLAN 2
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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.
EI & S PLAN & DETAILS 3
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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
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
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COVER SHEET
DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.Ofi
-
THAT CONNECT TO EXISTING LINES:
CLASS
USE
DWELLING UNITS
* TRIP RATE
TRIP RATE USE
VPD
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5. FOR WATER AND SEWER SERVICES
Gam%
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.
K D. SMITH D
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 APPLICABLE
No.022837
FFll((�_c
REYNOLDS STORE UNMANNED COMMUNICATION FACILITY
3293
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THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY
Magisterial District:
Dal, ui Plan: (Month, Day, Year)
WILL INSTALL THE METER.
(UNMANNED
COMMUNICATION
FACILITY -NO D
ILY TRAFFIC)
3/SAL
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
GAINESBORO DISTRICT
02/11 /01
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.
Owner:
Address, Including Zip Code &Telephone
B. THE DEVELOPER CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK
UTi� i��' C®NT,4CTS
PROFESSIONAL SEAL &SIGNATURE
DANIEL A & MARY J SHENK
8840 NORTH FREDERICK PIKE
BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED.
CROSS JUNCTION, VIRGINIA
Frederick County Sanitation Authority Phone: Verizon
DATE: MAY 2002
THESE PLANS ARE IN CONFORMANCE WITH
� ROGER W & SUE L SHENK
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
P.O. Box 1877 P.O. Box 17398
FREDERICK COUNTY STANDARDS AND
DESIGNED BY: DLF
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
Developer:
Address, Including Zip Code & Telephone No.
6501 SANDY KNOLL COURT
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, INC.
McLEAN, VIRGINIA 22101
CHECKED BY: EAW
REQUIRED.
Power: Allegheny Power Gas: Shenandoah Gas Co.
THE ZONING ADMINISTRATOR PRIOR TO
(703) 628-2654
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
151 Windy Hill Lane
JOB NO. 3293
BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE
1-800-654-3317 (540) 869-1111
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Greenwa Engineering
Winchester, VA 22602
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READOUT IS REQUIRED.
MISS UTILITY 1-800-257-7777
(540) 662-4185
SHEET 1 OF 3
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WESLEY CHAPEL
CEMETERY
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USE: CEMETERY
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200 0 200 400
SGALE : 1 " = 200'
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PROPOSED \ �`
• INGRESS/ � '�� �.,
EGRESS ESM'T I
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TOWER ACCESS
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LEASE:
✓ !. j % �`� 6' STOCKADE FENCE ` AREA
(THIS SIDE ONLY) ' SEE NOTE 4
LOWER
THIS :vHEET q
SEE NOTE 3 THIS SITE
SHEET
TOWER i
«,t ACCESS m
LANE
20
(- TYPICAL I I I BARBED WIRE FENCE -------------- (3-SIDES) ; I
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.� ExPP'I SGALE: 1" = 50'
GENERAL SITE NOTES:
i. ENTIRE FENCED AREA IS TO BE COVERED WITH FILTER FABRIC ,s 6" GRAVEL.
2. FACILITY SHALL BE CONSTRUCTED WITH MATERIAL OF A GALVANIZED FINISH OR
PAINTED A NON -CONTRASTING BLUE OR GRAY, UNLE55 OTPERW15E 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/EGRE65 EASEMENT FOR THE ACCESS ROAD SHALL BE RECORDED
UPON COMPLETION OF ACCESS ROAD CONSTRUCTION.
LEASE AGREEMENT WILL BE STATED AS FOLLOWS:
"THE EX6LU51VE RIGHT TO USE AND OCCUPY REAL PROPERT)', APPROXIMATELI'
/0,000 SQUARE FEET OF LAND, AS APPROXIMATELY DESCRIBED AND SHOWN ON
EXHIBIT A,' TOGETHER WITH NON-EXCLUSIVE EASEMENTS (a) TO PUBLIC Rl6HT-0E-WAY
FOR REASONABLE ACCESS, (b) TO THE APPROPRIATE 50URCE5 OF ELECTRIC AND TELEPHONE
FAGILITIE5 A5 DETERMINED BY LESSEE, (c) FOR PLACEMENT OF ANY SUPPORTING GUYED kvIRE5
A5 REASONABLY DETERMINED BY LE55EE PER GOOD EN61NEERINO PRA6T/6E5 AND (d) TO MEET
FALL -ZONE OR SET BACK REOUIREMFNTS (COLLECTIVELY, THE "5/TE')."
I"X4"X4'-8" SLATS, 2-FINIS4 NAIL AT
TOP AND BOTTOM
2"X4"X4' SEAMS, TOE NAIL TO POST
4"X4"X8' POSTS
125" /jr 4'-0"
NOTES:
I. PRESERVATIVE STAIN ON ALL WOOD.
COLOR TO MATCH THAT OF BLDG. EAa
2. FINISHED 51DE OF FENCE SHALL FACE 1
ADJOINING PROPERTY, IF APPLICABLE.
COMPACTED GRAVEL —
=41 I
UJOOD 5TOCK4DE FENCE DETAIL
NOT TO SCALE
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TOWER AREA GRAVEL FAVE1IENT 5ECTION
NOT TO SCALE
ro" G;IRA VEL 1)ETr4IL
b" 5UBBA5E VDOT STD. GR-21A
1111111111i11111i11111i11111i11111i11111i11111i11I1i COMPACTED 5UBGRADE
(COMPACTED TO 95% DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-1 METHOD)
PAVEMENT DESIGN BASED ON A 5UBGRADE CBR DESIGN VALUE OF 10. SOIL TEST
OF THE 5UBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR t0 CONSTRUCTION.
PVMTSECT
WIRE MESH REINFORCING VD.O.T.
ROAD AND BRIDGE STANDARDS SECTION 301-04
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CLASS A-3 CONCRETE
6" BASE 21-A
COMPACTED SUBGRADE
(COMPACTED TO 95% DENSITY AT OPTIMUM
MOISTURE CONTENT, VDOT 5TM-1 METHOD)
CONCRETE FAD
(NOT TO SCALE)
OF
MARK D. SMITH
No_022837
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DATE: MAY 2002
SCALE: AS SHOWN
DESIGNED BY: DLF
FILE NO. 3293
SHEET 2 OF. 3
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CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
FLOW
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EKfEND IT INTO THE TRENCH.
4. BACKFiLL AND COMPACT THE
EXCAVATED SOIL.
G
FLOW
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EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PIATE. 3.05-1
ShunW k ►vent
STONE CONSTRUCTION ENTRANCE
GROUND
70' MIN. EXISTING
Al 3, PAVEMENT
5:1
FILTER CLOTH 6" MIN. I q 1 MOUNTABLE BERM
(OPTIONAL)
SIDE ELEVATION
12' MIN.
— VDOT #1
COURSE AGGREGATE
MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
OPERATION
REINFORCED CONCRETE
B
70' MIN.
WASHRACK
(REQUIRED)
~� POSITIVE DRAINAGE
B TO SEDIMENT
TRAPPING DEVICE
PLAN VIEW
SECTION A —A
10' M
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10' MIN.
EXISTING
PAVEMENT
T
10' MIN.
DRAIN SPACE
SECTION B—B
SOURCE: ADAPTED from 19831983 1da�and Standards for Soil erosion and Sediment Control Standards for Soil erosion and Sediment Control, and Va. DSWC
RE5PON51BLE LAND D15TURBER
NAME:
GERTIFIGATION #:
DATE:
THE RE5PON51BLF LAND DISTURBER
15 THE PARTY RE5PON51BLE FOR
GARBING OUT THE LAND DISTURBING
ACTIVITY A5 SET FORTH IN THE PLANS.
Plate 3.02-1
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LIMITS OF �
CONSTRUCTION '>
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1 7iC7
EROSION AND SEDIMENT GONTROL NARRATIVE
RE"(NOLDS STORE UNMANNED GO1" MUN I GATT ON FAG I L I T'I'
Description: This project proposes the construction of a new communication tower faculty.
This project includes the construction of approximately 5 concrete pads for o la5'
lattice tower and it's mechanical equipment.
Existing site conditions: The area to be disturbed under this plan 15 currently an open field.
Adjacent areas: This property borders route 522 Northbound.
GrItIcal areas: There are no unusual or critical areas of this site.
Erosion and sediment control measures: Gontrol of erosion and sedimentation for this site
shall be achieved by installing the following.
I. Gonstruction 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 site superintendent shall Inspect daily the areas construction activity to insure
eroslon 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 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 slit 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):
1. 5pread topsoil at a minimum depth of four (4) inches.
2. Incorporate pulverized agricultural limestone Into the topsoil of o rate of G2 lbs. 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 6 % Kentucky 31 Tall Fescue and 55%
Red Top Glover.
5. Mulch a I I seeded areas with straw mulch applied at a rate of 5,500 Ibs per acre,
anchored with cutback or emulsified asphalt applied of o rate of 200 gallons per acre.
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MARK D. SMITN v
No. 002009
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DATE: MAY 2002
SCALE: AS SHOWN
DESIGNED BY: DLF
FILE NO. 3293
SHEET 3 OF 3
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(,LIVEPIAL IV07TY S
VD07' CENERAL N07'LS
LECEYD
VICiNIT'r MAP
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Vl. 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 Sediment Control
EXISTING INTERMEDIATE CONTOUR------•--_- 33.-----`T�`---
SCALE 1"= 2000'
1. Methods and materials used in the construction of the im rovements herein shall conform to the current
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Regulations and any other state, federal or local regulations applicable. In the event of conflict between
any of these standards, specifications or plans, the most stringent shall be govern.
EXISTING INDEX CONTOUR 330
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County construction standards and specifications and/or current VDOT standards and specifications.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health
PROPOSED CONTOUR 40
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2. Measures to control erosion and siltation, includin detention ponds serving as silt basins during construction,
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Administration and VOSH Rules and Regulations.
EXISTING EDGE OF PAVEMENT ______ ��_�X E�'
must be provided prior to issuance of the site development permit. The approval of these plans in no way
PROP E/P
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relieves the developer or his agent of the responsibilities contained 1n the Virginia Siltation and Erosion
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in
accordance the edition of VOOT area Furthermore, all traffic
PROP05ED EDGE OF PAVEMENT
E Cad
SITE �� f'-�
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Control Handbook.
with current s work protection manual. control
fla era must be certified In accordance with the latest edition of the VDOT Road and Brid a
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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
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(VDOT) and Frederick County prior to construction in existing State right-of-way.
Specifications, Section 104.04-C.
PROP CtG
PROPOSED CURB AND GUTTER
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4. Approval of this plan does not guarantee Issuance of an entrance permit by VDOT when such permit is
required under State law,
signal poles, junction boxes, controllers, etc. owned bg VDOT or private utility company. It 1s the sole
responsibility of the developer to locate and identify utility facilities or items, which may be in conflict with
TRANSITION FROM CG-& TO CG-6R
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the construction activltg. VDOT approval of these does not relieve the developer this
EXISTING TELEPHONE LINE - F- -----
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5. The exact location of all guard rails will be determined bg VDOT personnel. "A joint inspection will be held
proposed plans of
resp y onsibilit
TELEPHONE LINE ---- ---T----------
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
PROP08ED
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(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
V5. Design features relating to field construction, regulations, and control or safety of traffic may be
��. EX. 15"RCS'
EXISTING STORM SEWER _f=r-__
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responsible for rovidin guardrail and paved ditches as determined b this joint Inspection." Refer to
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subject to change as deemed necessary b VDOT. An additional expense incurred as a result of an field
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
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
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use
EXISTING SANITARY SEWER
��OJCT INFORMATION
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representative of the developer must be available at all times,
permits for any work on VDOT right-of-way.
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7. Warning slgns, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V1. If required bg the local VDOT Resldenc l Office, a pre -construction conference must be arranged and
PROPOSED SANITARY SEWER
Control Devices (MUTCD).
held bg the engineer and/or developer with the attendance of the contractor, various County agencies, utility
companies and VOOT prior to initiation of work
EXISTING ELECTRIC SERVICE - -------_.___. __ _. -_ _._. _ _.___
PARCEL IDENTIFICATION: TM 11-((A))-39 SETBACKS: REQUIRED: PROPOSED:
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE E E-
FRONT: 220' FRONT: 271'
embankment.
V8. The contractor shall notify the local VDOT Residency Office when work Is to begin or cease for any
CURRENT ZONING: RA SIDE: 210' SIDE: 4ro3'
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undetermined length of time. VDOT will also require 48 hours notice for an Inspection.
g q yEXISTING
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GAS LINE ---
S. All pavement sections on the approved lane are based on a minimum CBR value of 6. CBR values less
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than 6 will require revised pavement section prepared bg Greenwag Engineering and approved bg the owner.
V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent
PROP05ED GAS LINE
CURRENT USE: SINGLE FAMILY / VACANT REAR: 210' REAR: 56 0'
UNMANNED COMMUNICATION TOUJER
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PROPOSED USE:
public roadway through construction and maintenance of a construction entrance in accordance with the
10. All roadside dltches at grades of more than 59. shall be paved with cement concrete to the limits indicated
1/irglnla Erosion and Sediment Control Handbook, Section 3.02. Furthermore, access to other properties
PROPERTY LINE ���-�-- '-
on the plans and as required at the field inspection.
affected by this project shall be maintained through construction. The Developer shall have, within the limits
SITE AREA: 10536 AC OUTDOOR LIGHTING NONE SPECIFIED
of the project, an employee certified by the Department of Conservation and Recreation in Erosion and
FLOW LINE -. ...- ... -► ... - ... - ...
DISTURBED AREA: 10,000 SF
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation
LEASE AREA: 10,000 SF OUTDOOR STORAGE NONE SPECIFIED
be minimum 6" diameter and conform to VDOT standard 55-1.
and deficiencies immediately after each rain Fall, at lest dally during prolonged rainfall, and weekly when no
FENCELINE.------_;,�___..�..___ .._.__.______. _--._.
12. Construction debris shall be containerized In accordance with the Virginia Litter Control Actt no less than
rainfall event occurs.
EXISTING POWER POLE
BUILDING HEIGHT
one litter receptacle shall be provided at the construction site.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end
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EXISTING TELEPHONE POLE C-
NO ENVIRONMENTAL
FEATURES ARE PRESENT MAXIMUM = 35'
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment rior to
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of construction.
ON THIS PROPERTY PROP. HEIGHT =SEE ATTACHED C.U.P.
enteringpublic streets, and it is the contractors res onelbTllt to clean streets, ally dust, and to take
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V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover
EXISTING WATERLINE W/ TEE
whatever measures are necessary to lnsure that the streets are maintained in a clean, mud and dust free
and, when possible, to be installed under roadway drainage fac111ties.
PROPOSED WATERLINE W/ TEE a +r
Wcondition
at all times.
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V12. Any unusual subsurface conditions encountered during the course of construction shall be immediately
PROPOSED FIRE HYDRANT
14. • Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
brought to the attention of the engineer and VOOT. Work shall cease in that vlclnity until an adequate design
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sewer lines. Information should also be obtained from the appropriate Authorltg concerning permits, cut
can be determined bg the engineer and approved by VDOT.
EXISTING WATER VALVE
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sheets, and connections to existing lines.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved bg a VDOT
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be
PROPOSED WATER METER ®
COPFOR YOUR
standards and specifications of Frederick County and/or the Frederick County Public Service Authority.
16. The location of existing utilities shown In these plans are taken from existing records. it shall be the
present to insure the sample obtained To representative of the location. When soil samples are submitted to
private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a
project which will be accepted bg VDOT and that testing shall be conducted according to all applicable
EXISTING REDUCER - - - -
PROPOSED REDUCER
cK coG� INFORMATION
o .e COUNTY of FREDERICKLU
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contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
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VDOT standards.
STOP SIGN
Department of Planning and Development
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prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
V14. All fill, base, backfTll trenches be
VEHICLES PER DAY COUNT 10®
5401665-5651
"`FAX:540/665-6395
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utility verification and the proposed construction.
roadway subsurface material and of utility/storm sewer shall compacted
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
in 6" lifts to 95go 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 right-of-way. At the direction of
PROPOSED STREET NAME SIGN -¢
January 28, 2002
IIWCC
result of his construction project within or contiguous to the existing right-of-way.
VOOT Inspector, density tests performed bg a qualified independent agency shall be conducted as required
PROPOSED SANITARY LATERAL CLEANOUT
18. When grading is proposed within easements of utilities, letters of permission From all involved companies
in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final
VDOT approval.
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Mr. Kamal Doshi
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SANITARY MANHOLE IDENTIFIER
Shared Towers, LLC
must be provided to Frederick Gounty Public Service Authority prior to Issuance of grading and/or site
6501 Sandy Knoll Court
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development permits.
V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further
where determined necessary by VDOT Inspector.
STORM DRAIN STRUCTURE IDENTIFIER 6
McLean,VA 22101
19. the developer will be responsible for the relocation of any utilities which is required as a result Of his
RE: CUP #20-01 for the Reynold's Store Telecommunications Facility
project. The relocation should be done prior to construction.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT
Property Identification Number11-A-39
minimum design standards and is the reaponsibfllty of the developer.
EASEMENT LINE
Dear Mr. Doshi:
20. These plans Identify the location Of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravealtes are discovered during construction, the owner and
VI-1. Prior to acceptance by VDOT of any streets, any required street sfgnage and/or pavement markings must
CENTERLINE
This letter is to confirm action taken by the Frederick County Board of Supervisors at their meeting on
January 23, 2002. Your Conditional Use Permit, #20-01 for a 195-foot-high lattice-typens
engineer must be notified immediately.
be installed by the developer or at VDOT's discretion, by 1/DOT on an account receivable baste. Stop sig
high The
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telecommunications facility, was approved with the following conditions:
shall be thirty (30) inches tall with intensity sheeting. bottom of the sign shall be six (6) feet above
EXISTING SPOT ELEVATION
21. The contractor is to verify field conditions prior to and during construction and notify Greenwag Engineering
the edge of pavement and the post shall be installed a minimum of four (4) feet from the edge of pavement.
+
1. All Zoning Ordinance requirements and review agency comments shall be addressed and complied
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
Sign posts shall be of a type found on VDOT's approved list. A copy of this list may be obtained from the
District Material Section. Contact the local VDOT Residency Office with any questions regarding sign
PROPOSED SPOT ELEVATION ll5 3
with at all times.
_
22Controlled Fills shall be compacted to 95go of maximum density as determined by method „A„ per standard
material and placement.
EXISTING TREE DRIP LINE ` S ..'.. f r� ti.� �* -L `'
2. The tower shall be available for co -locating personal wireless services providers.
proctor AA5HTO-T99, ASTI" 1-D698, or VTM-1 as applicable. Density shall be certified bg a registered
V18. The developer must provide to the local VDOT office a list of all material sources prior to construction.
3. A minor site plan shall be approved by the County.
professional engineer and results submitted to Frederick County prior to pavement construction. If a
Copies of all invoices for materials within any dedicated street right-of-way must be provided to the local
4. The tower shall be removed by the applicant or property owner within twelve (12) months of
geotechnical report has been prepared, it should supersede the requirements in this note.
VDOT Residency Office prior to acceptance of the work Unit and total prices may be obscured,
abandonment of operation.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader.
5. A strobe light will be permitted to be placed on top of the tower, at the request of a local airport.
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
Density will be determined using the density control strip as specified in VDOT's Road and Bridge
6. In the event a telecommunications tower is not erected within twelve (12) months of the approval
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
Specifications -Section 304 and VTM-10. A certified compaction tac -nlelan shall perform these tests. A
FINAL '31.1..�
of this Conditional Use Permit, then the CUP will be deeded invalid.
(n Frederick Count appear below. These numbers shall also be used to serve in an emergency condition.
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certified copy of the test results shall be provided to the Residency Office. In additions to checking
atone depths, a VDOT representative shall be notified and given the opportunity to be present during the
construction and testing of the density control strip.
PLAN�-'
Pdl'u'Izti's/ .
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if you have any questions regarding this action or the site plan approval process, please feel free to call this
offiLLawrence
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V20. Asphalt concrete pavement shall be placed In accordance with the latest edition of VDOT's Road andJam
Bridge Specifications -Section 315. Density will be determined using the density control strip as specified in
Section 315 and VTM-76. A certified compaction technician she II perform these tests. A certified copy of
the test results shall be to the Residency Office. A VOOT representative shall be notified and
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provided
Director
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given the opportunity to be present during the construction and testing of the control strip.
AI=�I\®\ � p-� y�� tP7®NiNC.� ADMiNiS
LD 5 RA®R
Deputy
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V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
I\ Y I L I I
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cc: Sidney Reyes, Gainesboro District Supervisor
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Commissioner of Revenue
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Mark D. Smith, Greenway Engineering
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OU6md.MAW., 111n1CVPSS00Meymldt St To-c.wpd
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�C5,4 CONS TUC T ION NOTES
107 North Kent Street Winchester, Virginia 22601-5000
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V22. Final Location of CG-12 curb ramps shall be determined by VDOT inspector
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1. 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.
ZONING ADMINISTRATOR DATE
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FIN= MAR5HALL 15 NOTE
SHEET INDEX
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2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
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3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR.
SITE PLANE VALID FOR 5 YEARS
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THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
Fire lane markings and signage:
Any "No Parking" signs and yellow painted curb locations will be installed
FROM DATE OF APPROVAL.
COVER SHEET 1
SITE PLAN 2
CC � 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.
E & S PLAN & DETAILS 3
BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL
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 GENERATIOND�4T
'^
COVER SHEETDEVELOPER'S/CONTRACTOR'S
RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED QORRECTLY.
_.
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5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
I
CLASS
USE
DWELLING UNITS
*TRIP RATE
TRIP RATE USE
VPD
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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.
K D. SMITH D
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 APPLICABLE
No.022837
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REYNOLDS STORE' UNMANNED COMMUNICATION FACILITY
3293
THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY
�` U� !� \
WILL INSTALL
(UNMANNED
COMMUNICATION
FACILITY -NOD
ILY TRAFFIC)
`SS/CNAL_
Magisterial District:
Date Plan: (Month, Day, Year)
THE METER.
of
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
GAINESBORO DISTRICT
02/11 /01
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.
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 WORD IS COMPLETED.
UTIL IT'r CONVICTS
PROFESSIONAL SEAL & SIGNATURE
DANIEL A & MARY J SHENK
8840 NORTH FREDERICK PIKE
/ ROGER W & SUE L SHENK
CROSS JUNCTIONVIRGINIA
Frederick County Sanitation Authority Phone: Verizon
THESE PLANS ARE IN CONFORMANCE WITH
DATE: MAY 2002,
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
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' INC.
McLEAN, VIRGINIA 22101
CHECKED BY: EAW
REQUIRED.
Power: Allegheny Power Gas: Shenandoah Gas Co.
THE ZONING ADMINISTRATOR PRIOR TO
(703) 628-2654
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
151 Windy Hill Lane
JOB NO. 3293
BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE
1-800-654-3317 (540) 869-1111
Greenwa En ineerin
Y g g
Winchester, VA 22602
READOUT IS REQUIRED.
MISS UTILITY 1-500-257-7777
(540) 662-4185
FSHEET 1 OF 3
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PROPOSED
INGRESS/
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TOWER ACCESS,
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6'8TOCKADE FENCE AREA
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THIS, SHEET TOWER
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GENERAL SITE NOTES:
1. ENTIRE FENCED AREA 15 TO BE COVERED WITH FILTER FABRIC tv (o " 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 rot STOCKADE FENCE WILL BE REQUIRED ON ANY SIDE OF THE TOWER FACILITY'S
TOWER PAD SITE THAT 15 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 EX6LU51 VE RIGHT TO U5E AND OC6LJF7'K REAL FROFERT-r, AFFROXIMA TEL'r
/0,000 SQUARE FEET OF LAND, AS A PPROXI NA TEL Y DE56 R IBED AND 3HO"N ON
EXHIBIT A, TOGETHER WITH NON-EXCLUSIVE EA5EMENT5 (a) TO PUBLIC RIGHT-OF-WAY,
FOR REASONABLE ACCESS, V TO THE AFFROF'RIA TE SOURCES OF ELECTRIC, AND TELEPHONE
FACILITIES A5 DETERMINED 3r LE53EE, (c) FOR PLACEMENT OF ANY3UFFCRTINO OU'rEl:? WIRES
A5 REA50NABLr DETERMINED BY LE55EE FER C700D EN61NEERIN& FRA6T/6E5 AND (d) TO MEET
FALL -ZONE OR 5ET BACK REc9LJ1REt4ENT5 (6OLLE6TIVELK, THE "SITE'). "
I"X4"X4'-8" SLATS, 2-FINISH MAIL AT
TOP AND BOTTOM
21IX41IX4' BEAMS, TOE RAIL To POST
4"X4"X8'f1OST5
12ry � 41-011
NOTES:
I. PRESERVATIVE STAIN ON ALL WOOD.
M
COLOR TO MATCH THAT OF BLDG.
2. FINISHED SIDE OF FENCE SHALL FACE
ADJOINING PROPERTY, IF APPLICABLE.
COMPACTED GRAVEL
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NOT TO SCALE
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TOLLIER AREA GRAVEL PAVEMENT 5ECTION
NOT TO SCALE
(0'' GRAVEL PETAL
ro" SUBBASE VDOT STD. GR-21A
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(COMPACTED TO 95% DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-I METHOD)
PAVEMENT DESIGN BASED ON A 5UBGRADE CBR DESIGN VALUE OF 10. 501L TEST
OF THE 5UBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF: REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
FMITSECT
WIRE MESH REINFORCING VDD.T.
ROAD AND BRIDGE STANDARDS SECTION 301-04
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CLASS A-3 CONCRETE
'SK BASE 21-A
COMPACTED SUBGRADE
(COMPACTED TO 95% DENSITY AT OPTIMUM
MOISTURE CONTENT, VDOT BTM-I METHOD)
CONCRETE FAD
(NOT TO SCALE)
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DATE: MAY 2002
SCALE: AS SHOWN
DESIGNED BY: DLF
FILE NO. 3293
SHEET 2 OF 3
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CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
4
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
4. BACKRLL 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
Shawood & t
STONE CONSTRUCTION ENTRANCE
EXISTING GROUND
70' MIN. EXISTING
PAVEMENT
1 Al 3
5:1
FILTER CLOTH 6" MINI AI MOUNTABLE BERM
(OPTIONAL)
SIDE ELEVATION
WASHRACK
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EXISTING
PAVEMENT
Nj�
0 MIN.
VDOT #1 POSITIVE DRAINAGE
COURSE AGGREGATE B TRAPPING DEVICE
. SEDIMENT
OPERATIONMUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
PLAN
SECTION A -A
REINFORCED CONCRETE
DRAIN SPACE
SECTION B-B
SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC
RESPONSIBLE LAND DISTURBER
NAME:
GERTIFIGATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER
IS THE PARTY RE5PON51BLE FOR
GARBING OUT THE LAND DISTURBING
ACTIVITY A5 SET FORTH IN THE PLANS.
Plate 3'02-1
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EROSION AND SEDIMENT GONTROL NARRATIVE
REYNOI_DS STORE UNMANNED GOMMUN I GAT I ON FAG I L I TY
Description: This project proposes the construction of a new communicot►on tower facility.
This project includes the construction of a. proximately 5 concrete pads for a la5'
lattice tower and it's mechanical equipmen
Existing site conditions: The area to be disturbed under thin plan 15 currently on open field.
Adjacent areas: This property borders route 522 Northbound.
Gritical areas: There are no unusual or critical areas at this site.
Erosion and sediment control measures: Control of erosion and sedimentation for this site
shall be achieved by installing the following.
I. Construction entrance.
2. Gonstruct Silt fence.
5. 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 managemant 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 site superintendent shall inspect daily the areas construction activity to insure
erosion control effectiveness. Additional measures shall be installed immediately where
deficiencies are found.
5. Permanent erosion control measures include the installation of rip rap at storm sewer
outfolls 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.
5. Installation of slit 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 County retolns 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 lbs. 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% Kentucky 51 Tall Fescue and 53%
Red Top Glover.
5. Mulch all seeded areas with straw mulch applied at a rate of 5,500 Ibs per acre,
anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre.
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