HomeMy WebLinkAbout28-11 Verizon Wireless - Stephen - Telecommunication Facility - Stonewall - Backfile (2)GENERAL NOTES
VDOT GENERAL NOTES
LEGEND
VICINITY MAP
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1. Methods and materials used in the construction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
construction, must be provided prior to issuance of the site development perms . The approval of these plans
or his agent of the responsibilities containe
in no way relieves the developer d in the Virginia Erosion and
Sediment Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of
Trans ortation
(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
required under State law.
5. The exact location of all guard rails will be determined by VDOT personnel. "A °oint inspection will be
held with the Develo er, Count Representatives, and Representatives of the Virginia I�e artment of
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Transportation (VDOT� to determine if and where guard rail and/of paved ditches will be needed. The
developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection.
Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
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than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits
indicated on the plans and as required at the field inspection.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior
to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
14. Notification shall be given to the appropriate utility company prior to construction of water and/or
sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits,
cut sheets, and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the
current standards and specifications of the Frederick County Sanitation Authority.
16. The location of existing utilities shown in these plans are taken from existingg records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a
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result of his construction project within or contiguous to the existing right-of-way.
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site
development permits.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction.
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 gravesites are discovered during construction, the owner and
engineer must be notified immediately.
Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia
Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion
and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of
a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent
shall govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health
, and Virginia Occupational y & Health (NOSH) Rules and Regulations.
Administration (OSHA), Safety
V3. When working within VDOT ri ht-of-wa all traffic control, whether ermanent or tem orar shall be
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in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic
control flaggers must be certified in accordance with Section 105.14(c) of the VDOT Road and Bridge
Specifications.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including
traffic signal poles, unction boxes, controllers, etc., owned by VDOT or private public utilit companies.
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It is the sole responsibility of the developer to locate and i entify utility facilities or items hat may be
in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the
developer from this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be
subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field
revision shall be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land
use permits for any work within VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged 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.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any
required or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent
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public roadway via a construction entrance that is constructed and maintained m accordance with
Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other
properties affected by this project shall be maintained through construction. The Developer shall have,
within the limits of the project, an employee certified by the Virginia Department of Conservation and
Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices
and measures on a continuous basis for proper installation and operation. Deficiencies shall be, promptly
rectified.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the
end of construction.
Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum
thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at
conflict points.
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V12. Any unusual subsurface conditions (e.g , unsuitable soils, springs, sinkholes, voids, caves, etc.)
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 can be determined by the
engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
representative prior to placement and fill. Where CBR testing is required, a VDOT representative 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
pidentified and labeled as belonging to a
project to be accepted by VDOT and that testing shall be performed in accordance with all applicable
VDOT standards and procedures.
base, subgrade material, and backfill in utility/storm storm sewer trenches shall be
V14. All roadway fill, g y/
compacted in six (6) inch 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 VDOT, density tests shall be performed by a qualified independent
agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be
submitted to VDOT daily, unless specified otherwise.
EXISTING INTERMEDIATE CONTOUR
EXISTING INDEX CONTOUR
PROPOSED CONTOUR 400
EXISTING EDGE OF PAVEMENT ---- --- -- ---
PROPOSED EDGE OF PAVEMENT
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
TRANSITION TO REVERSE CURB • •:•..._.x., ••.<.M.
EXISTING TELEPHONE LINE _ _ " __ ___
PROPOSED TELEPHONE LINE
EXISTING STORM SEINER :.: .. =L�_ -
PROPOSED STORM SEWER
EXISTING SANITARY SEWER---�
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE - ---- - -- - -
PROPOSED ELECTRIC SERVICE
EXISTING GAS LINE--------------.-____..__�.___
PROPOSED GAS LINE
PROPERTY LINE
EXISTING EASEMENT LINE ---------- ----- ---
PROPOSED EASEMENT LINE
CENTERLINE
EXISTING TREE LINE �^��•� -gyp'
FLOW LINE
FENCELINE
EXISTING UTILITY POLE/GUIDE WIRE '
EXISTING TELEPHONE PEDESTAL
EXISTING WATERLINE W/ TEE --� ----�~-~° ---�--~ --
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PROPOSED WATERLINE W/ TEE
EXISTING FIRE HYDRANT/VALVE/METER ^�
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PROPOSED FIRE HYDRANT/VALVE/METER GOa •
PROPOSED REDUCER
SIGNS '�"
PARKING INDICATOR
12
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
HANDICAP PARKING
VEHICLES PER DAY COUNT 100
SCALE: 1 = 2000
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COVER SHEET 1
EROSION & SEDIMENT CONTROL PLAN 2
SITE PLAN AND DETAILS 3
VERIZON DETAILS 4
THESE PLANS ARE A MODIFICATION OF THE APPROVED
SITE PLAN #20-10, AT&T TOWER. THE ORIGINAL SITE
PLAN WAS ADMINISTRATIVELY APPROVED ON JULY 5, 2011
BY THE FREDERICK COUNTY DEPARTMENT OF PLANNING
AND DEVELOPMENT.
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21. The contractor is to verify field conditions prior to and during construction and notify Greenway
Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the
approved plan.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements in this note.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed
excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to
commencement of excavation or demolition. Names and telephone numbers of the and operators underground
utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency
condition.
24. All utilities to be located underground.
25, All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
Note: An lace within these plans statingGreenwayEngineering, shall represent GreenwayEngineering; Inc.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as
specified by VDOT.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet
VDOT minimum design standards and is the responsibility of the developer.
V17. Prior to VDOT acceptance of an streets, all required street si na e and/or pavement markings shall
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be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following
the Manual On Uniform Traffic Control Devices.
V18. The developer shall providey
all a invoices for mate Gals utilized list of all material sources prior to the
start of construction. Copt y dedicated street
right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit
and total prices may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical
spreader. Density will be determined using the density control strip in accordance with Section 304 of
the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform
these tests. Certified copies: of test reports shall be submitted to VDOT daily, unless specified otherwise.
In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity
to be resent during the construction and testing of the density control strip.
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V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and
Bridge Specifications. Density shall be determined using the density control strip as specified in Section
315 and VTM-76. A certified com action technician shall perform these tests. Certified copies of test
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reports shall be submitted to VD T daily; unless specified otherwise. A VDOT representative shall be
notified and given the opportunity to be present during the construction and testing of the control strip.
V21. In accordance with Section 302.03 the foundations for pipe culverts thirty-six 36 inches and
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larger shall be explored below the bottom of the excavation to determine the type and condition of the
foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for
approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bride Standard
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and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT.
V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced
below proposed foundation elevation to determine the type and condition of the foundation. The
contractor shall submit copies of borehole togs and report findings of foundation exploration to the
engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT
Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place
box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise
unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall
be determined by the engineer and approved by VDOT.
V23. Approval of these plans shall expire three 3 ears from the date of the approval letter.
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V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as
specified by VDOT.
V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in
accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT
after grading is mostly complete.
PROPOSED BUILDING ENTRANCE
PROPOSED SANITARY LATEIRAL CLEANOUT
SANITARY MANHOLE IDENTIFIER ��
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STORM DRAIN STRUCTURE IDENTIFIER O
EXISTING SPOT ELEVATION ��
PROPOSED SPOT ELEVATION X35
LIGHT PO -¢-
THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION
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PROJECT INFORMATION
SETBACK REQUIREMENTS: APPROVED CONDITIONS
FRONT YARD: 35' I. ALL REVIEW AGENCY COMMENTS AND REQUIREMENTS SHALL
SIDE YARD: 15' BE COMPLIED WITH AT ALL TIMES.
REAR YARD: 50' 2. THE TOWER SHALL BE AVAILABLE FOR COLLOCATING
PERSONAL WIRELESS SERVICES PROVIDERS.
SITE PLAN SHALL BE APPROVED BY FREDERICK
PARCEL TAX MAP No.: 43-A-130 C.A COUNTY.
STREET ADDRESS: 2042 MARTINSBURG PIKE
VA T INSB 4. PRIOR TO SITE PLAN APPROVAL, PROPERTIES MUST BE
WMGHES042 CONSOLIDATED#.
TOTAL AREA: 32185 AC 5. THE TOWER SHALL BE REMOVED BY THE APPLICANT OR
PROJECT AREA: 32186 AC PROPERTY OWNER WITHIN TWELVE (12) MONTHS OF
DISTURBED AREA; 023 AC ABANDONMENT OF OPERATION.
OF TOWER IS NOT
ZONED: RP 6. IN THE EVENT A 7LVE (12) MUN MONTHS
� COMMUNICATIONS FACILITY ERECTED WITHIN TWELVE R MONTHS of THE APPROVAL OF
TOWER HEIGHt: 120', THIS CONDITIONAL USE PERMIT, THE CUP WILL BE DEEMED
o INVALID.
TOWER TYPE: LATTICE TYPE 7. ANY EXPANSION OR MODIFICATION OF THIS USE WILL
A WAIVER WAS APPROVED BY THE COUNTY BOARD OF SUPERVISORS REQUIRE A NEW CONDITIONAL USE PERMIT.
AT THEIR NOVEMBER 10, 2010 MEETING TO ALLOW FOR LATTICE TOWER 8. AIRCRAFT WARNING LIGHTS (AWL) SHALL BE PLACED ON
CONSTRUCTION. THE TOWER
9. THE TOWER SHALL BE LIMITED TO TWO MICROWAVE DISHES.
LANDSCAPING REQUIREMENTS
WITH THE ADDITION � ONLY THE TOWER NO LANDSCAPING IS REQUIRED.
1. INSPECTIONS CONDITIONS
PREVIOUS SITE PLAN: 040-08 I. STRUCTURE SHALL COMPLY WITH THE VA UNIFORM STATEWIDE
BUILDING GODS AND SECTION 312, USE GROUP U (UTILITY AND
MISG) OF THE INTERNATIONAL BUILDING CODE 2006. THE
REGIONAL P AIRPORT: STRUCTURE IS REQUIRED TO COMPLY WITH CHAP 15 t O 31 THE
I. CONDITIONAL USE PERMIT (CUP) �95-10 REQUIRES AIRCRAFT WARNING LIGHTS IBC 2006 FOR STRUCTURAL LOAD, AS WELL AS, SECTION 3108
1. CONDITIONAL
BE PLACE ON THE TOWER AS IDENTIFIED IN CONDITION •8 ON THIS PLAN. FOR TOWERS.
2. AIRCRAFT WARNING LIGHTING SHALL BE INSTALLED ON THE TOP OF THE 2. FENCING GREATER THAN 6 FEET IN HEIGHT WILL REQUIRE A
TOWER BASED ON THE FOLLOWING SPECIFICATIONS: DUAL L-810 STEADY BUILDING PER IT.
BURNING DOUBLE RED OBSTRUCTION LIGHTS AS DEFINED BY FAA ADVISORY
CIRCULAR AC1011460-K CHG2, CH5, SECT 53. 3. THE NEW 120' TOWER SHALL BE LOCATED AND EQUIPPED
WITH STEP BOLTS AND LADDERS SO AS TO PROVIDE READY
3. THE MICROWAVE TOWER AND AIRCRAFT WARNING LIGHTING SHALL BE ACCESS FOR INSPECTION PURPOSES. THE TOWER SHALL NOT
REGISTERED WITH THE FAA AND APPROVED PRIOR TO INSTALLATION. CROSS OR ENCROACH UPON ANY STREET OR OTHER PUBLIC
SPACE, OR ENCROACH UPON ANY PRIVATELY OWNED
4. ANY FAILURE OR MALFUNCTION THAT LASTS MORE THAN 30 MINUTES AND PROPERTY WITHOUT WRITTEN CONSENT OF THE OWNER OF THE
AFFECTS A TOP LIGHT OR FLASHING OBSTRUCTION LIGHT ON THE TOWER ENCROACHED UPON PROPERTY (SEC 31062-LOCATION AND
So A ACCESS).
SHOULD o REPORTED IMMEDIATELY SU CALLING ON AS
NOTICE IO AIRMEN INOTAM) CAN 11 ISSUED. AS Sooty AS NORMAL
OPERATION IS RESTORED GALL Sl1-487-6861 SO THE NOTAM CAN BE 4. SPECIAL INSPECTIONS PER CHAP li IBC 2006 APPLY TO
REMOVED. PLEASE CALL THE SAME NUMBER TD EXTEND THE OUTAGE DATE. THIS STRUCTURE.
on SEE WEB SITE oeaaa.faa-eov/oeaaa/external/ctent/llghtoutagereportingjap
for detarla. 5. SNOW BRIDGING REQUIRES A BUILDING PERMIT.
RELOCATION/ADDITIONAL ANTENNAS REQUIRE A BUILDING
5. IN THE EVENT THAT CONDITION t8 OF THE APPROVED CUP IS NO LONGER PERMIT. PLANS SUBMITTED FOR REVIEW SHALL BE SEALED BY
DESIRED BY THE COUNTY, A REQUEST MUST BE FILED WITH THE FAA To A VA REGISTERED DESIGN PROFESSIONAL. FENCES GREATER
CONSIDER THE REMOVAL OF THE REGISTERED AIRCRAFT WARNING LIGHTING THAN 6 FEET REQUIRE A BUILDING PERMIT.
ON THIS TOWER THE FAA HAS THE FINAL DETERMINATION REGARDING THIS
REQUEST PER FAA ADVISORY CIRCULAR ACIO/i460-IK.
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FCSA CONSTRUCTION NOTES
SURVEY AND TOPOGRAPHIC INFORIYIA TION
1. The Authority's Water and Sewer Standards and Specifications are available at
www.fcsa-water.com <http://www.fcsa-water.com>.
2. The contractor shall adhere to the Authority's standards and specifications in effect at the
time of construction.
3. The contractor shall coordinate with and arrange for inspection by the Authority.
4. The contractor shall connect a new sewer line to an existingmanhole b core drilling the
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manhole.
5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap.
The Authority shall furnish all needed material and make the tap.
An Application for Wet Tap shall be submitted and the fee paid befor tap is made.
6. Exact locations of water and sewer services on new lines to be coordinated with the
Authority's inspector.
7. The Authority's maintenance division shall furnish and install all water meters through 2
inch in size. It is the contractor's responsibility to have the meter box assembly installed
correctly.Before a permanent meter is installed:
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a. The meter box, with its frame and cover, must be properly aligned with the
coppersetter.
b. The frame and cover shall be set to final grade.
C. The distance between the to of the cover and the co ersetter shall be between�9
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18 and 21 inches.
d. All components of the meter box assembly shall be in proper working order.
8. For services that connect to existing lines:
a. The Authority shall furnish and install:
1. all 5/8"x3/4", 1", 1 Y2" and 2" water services
2. all sewer services.
b. The owner/developer shall:
1. coordinate (or have the contractor coordinate) the location of the service
lateral with the Authority's engineering assistant
2. submit an Application for Service and pay the required fees.
9. All water lines must have a backflow prevention assembly (double check valve or RPZ, as
required). The assembly must meet ASSE standard number 1015 or 1013.
1. Boundary survey was performed by:
GREENWAY ENGINEERING Dated: 7/16/10
2• Aerial, horizontal. and vertical control surveys were
performed by: GREENWAY ENGINEERING 2010
Year
(Year)
3. Aerial topographic ma in performed b
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Dated:
APPRO VAL
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FREDERICK COUNTY ZONING ADMINISTRATOR DATE
*APPROVAL OF THESE PLANS SHALL EXPIRE FIVE ( 5)
YEARS FROM THE DATE OF PLANNING APPROVAL
6111 E PLAN( �'�p��1�� B
�JAf�1F 13! 131
SITE PLAN NUMBER �� 1 I
FIRE MARSHALS NOTE
Fire lane markings and sienage:
' Any "No Parking" signs and yellow painted curb locations will be installed
b field ins ection at the direction of the Fire Marshal's Office.
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TRIP GENERATION DATA
Project Name:
A Tdc T T��' i' 1� � �,0CATI01�
P�,�.1� C�. TI01�
Project Number:
538'7NCLASS
USE
DWELLING UNITS
* TRIP RATE
TRIP RATE USE
VPDW
10. All fire lines must have a backflow prevention assembly (detector double check valve or
RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any
exterior, privately owned fire line shall also have a fire service meter. This assembly
.1D1�I�I�'I
Magisterial District:
Date of Plan: (Month, Day, Year)
shall be installed immediately before the backflow prevention unit. Radio read remotes
are required.
STONEWALL MAGISTERIAL DISTRICT
OCTOBER 25, 2011
it. The Authority shall review the mechanical plan(s) for design and material approval of a
building's:
a. Domestic water meter and its backflow prevention device, and/or its
b. Fire service line's backflow prevention device.
12. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to
Operate and a copy of the stations DEQ approved 0&M manual. These documents must be
received before substantial completion is issued and water meters released.
* TA
EN FROM ITE TRIP GENERATION
7TH EDITION
Owner:
AT&T CORP.
Address, Including Zip Code & Telephone No.
ONE AT&T WAY
BEDMINSTER, NJ 07921
908-234-8819
DATE: 10/25/11
UTILITY CONTACTS
SCALE: AS NOTED
Water/ Frederick County Sanitation Authority Phone: VerizonSewer:
P.O. Box 1877 P.O. Box 17398
Winchester, VA. 22604 Baltimore, MD 21297
(540) 868-1061 (301) 954-6282
Power: Rappahannock Electric Coop. Gas: Shenandoah Gas Co.
137 Kelley Court P.O. Box 2400
Front Royal, VA 22630 Winchester, VA 22604
1-800-552-3904 (540) 869-1111
Virginia Utility Protection Service 1-800-552-7001
Developer:
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VERIZON WIRELESS
Address Including Zip Code & Telephone No.
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9000 JUNCTION DRIVE
ANNAPOLIS, MD 20701
301-512-2186
DESIGNED BY: RLK
FILE NO. 5387N
Engineer Certifying Plan:
GREENWAY ENGINEERING
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
WINCHESTER, VA 22602
(540) 662-4185
HANDICAPPED PARKING NOTE
SHEET 1 OF 4
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions,
11-20
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RAL205
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all BEARING
GIORD L66TH
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20, FIBER OPTIC
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20'FIBER OPTIC CAPJ.E
EASEMENT
50 25 0 50 100
SCALE: 1" = 50'
I
MINIMUM CONSTRUCTION
STANDARDS NARRATIVE
AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE
CONSISTENT WITH THE VSECH FOR 4VAC50-30-40 MINIMUM STANDARDS:
1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED
+3_d AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE
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s�9'10'01"w_20174 `"rt..1lri SITE. TEMPORARY SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO
N.-+ DENUDED AREAS THAT MAY NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR
LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS
THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR
2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS
SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE
_ CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT
i STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND
SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SiTE.
3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS
NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE
CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM,
MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN
ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE
LAND DISTURBANCE TAKES PLACE.
3
TM 43-A-130
AT4T coPP. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS
IN5T.No. III DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
32185 AGt�S �
Z 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE CONSTRUCTED BASED UPON THE
TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN,
A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS
.VSGETATIN, ^* �t\ �� PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE
AREAS LESS THAN THREE ACRES.
..E C TFerE,I_IW V^ RF B \` . SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM
u'�. DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE
CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A
` SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE
/ `. OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE
\111L SADCLEAl .. _ BASIN DURING ATWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF
I �4 _ COEFFICIENTS USED IN RUNOFF A BARE EARTH CONDITION OF THOSE CONDITIONS
�/ EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED.
N ::77: v£,ETATittJ 1, CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTION A MANNER THAT
r...�sg WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY
- ' �- -- WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH
ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.
CONGFAI?9 POLE _ 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS
uu hETAL uvA
caEFT1c// ,' /sue CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR
r SLOPE DRAIN STRUCTURE.
9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER
PROTECTION SHALL BE PROVIDED.
-- co 0urr 20'
10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION
SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE
_ °t / CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO
r ' ! REMOVE SEDIMENT.
oFa + 2✓J'
i MAPLE
11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE
waft
2A'" 3 / i/ � MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED
TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE
CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
I2 /^ 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE
TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE
THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION.
NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND
�% COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY
' -v NONERODIBLE COVER MATERIALS.
CABLE 20' WIDE STRIP GONTAINW_
jr o �°4r EDER ACRE DEDICATED 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE
ro FREDERtENIW3CK F Tr FOR wruRE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING
A-a� ROAD IUIDENINu PURP08E8 PER
.�y/I,t iNST 110004902. CONSTRUCTION OF NONERODIBLE MATERIAL SHALL BE PROVIDED.
'W
N 53'32'31" W
20.02' 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO
alkit
WOWING OR CROSSING LIVE WATERCOURSES SHALL BE MET.
15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY
AFTER WORK IN THE WATERCOURSE IS COMPLETED.
I(o. UNDERCxROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE
FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED
THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND D15CHARGED IN A
MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE
PROPERTY.
sygo \ D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN
"%4 \� ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
N\ Y RFS f'Q`fD
EROSION/SEDIMENT CONTROL. LEGEND
NO. KEG' 51'Ml5i DE5GRIPTiI
302 CE TEMPORARY GRAVEL CONSTRUCTION
9M ENTRANCE
3.05 SF X- --- SILT FENCE
LCG LIMITS OF CLEARING t GRADING
DRAINAGE DIVIDES
11 WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC
"OT s ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY
OpTCSgF�gRFA VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED
ONTO A PAVED OR h�RfBrREF FNr THOROUGHLY AT THPUBLIC SURFACE, E END OF EACH DAY..SEDIMENT SHALL �BE REMOVED FROM TCLEANEDACE SHALL BE HE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL
DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS
REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL
RE5PON515LE LAND DFURHR DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES.
NAME: 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE
CERTIFICATION #: TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY
DATE: THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL
AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE
PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO
THE RESPONSIBLE LAND DISTURBER EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE
15 THE PARTY 1RE5P0N515LE FOR PERMISSION OF THE SHENANDOAH COUNTY INSPECTOR.
CARRYING OUT THE LAND DISTURBING 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE
ACTIVITY A5 5ET FORTH IN THE PLAN5. PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES
IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF.
20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE
EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND
BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE.
(ATAT Tow Location Plan)
Eroolon and 6edWA t Control Narrative
This project is located at 2060 Martinsburg Pike, Winchester, VA 221 After lot
consolidation t e total site area shall be 3.2185 acres of which approximately 023 acres will be disturbed for
construction. This project consists of the construction of a tower with a base of 10' x 10' square for AT4T.
Date of oomtriicti re Construction will begin Following land disturbance permit approval.
Lot 43-A-130 is currently occupied by an AT4T maintenance building with the
associated driveways, parking area and systems typical for a such a structure. The lay of the land is relatively
Flat with 2 to 39. grades with the exception of gently sloping terrain near the back of the lot.
AdAaft The site is bounded by a church property to the south a private residence to the north
and east and route II to the west.
Offafte Areas No disturbance will be required off site.
§21W The existing soil conditions were obtained from the web soil survey provided by the NCRS for Frederick
County, VA. The soils on this site consist of 14D - Frederick-Poplimento looms, 2 to l percent slopes.
Critical smogs No existing critical areas or slopes are located on this site.
Erosion and oedirerit control se s4rMs Unless otherwise indicated, all vegetative and structural erosion and
sediment control measures shall be constructed and maintained according to the minimum standards and
specifications of the Virginia Erosion and Sediment Control Handbook
8tnx.`tiraI roar r«:
Mole Is
Construction entrance with wash racks (3D2) shall be provided to the project area from the existing entrance
on Martinsburg Drive to minimize mud carried onto the road. The construction entrance and wash rack shall
remain throughout all phases or construction.
Install silt fence (3.05) as shown on the plans to intercept and detain small amounts of sediment from disturbed
areas during construction in order to prevent sediment from leaving the site.
Tree Save areas within or near area of disturbance must be protected to insure no damage occurs.
Temporary seeding (331) and/or permanent seeding (332) shall be placed on all critical slopes (3:1 or greater),
on diversion dikes, on sediment trap berms and as needed to stabilize disturbed areas.
PheN Its
All controls Installed in phase i to remain for the duration of the project,
ftodpile ariffiV
Stockpiles will be kept onsllts and are will be stabilized with temporary seeding and protected with silt fence.
Vegetative stabilization shall be uniform, mature enough to survive and adequate to inhibit erosion.
Permanent or temporary soiu stabilization shall be applied to denuded areas immediately after final grade it
reached on any portion of the bite. Temporary boil stabilization shall be applied immediately to denuded areas
that may not be at final grade but will remain dormant for longer than fourteen (14) days. Permanent soil
stabilization shall be applied to all areas that are to be left dormant for more than six (6) months.
Topeoil that has been etocll shall be surrounded with silt Fence and protected by mulch and/or temporary
vegetation immediately after grading.
Construction shall be sequenced such that grading operations will begin and end as quickly as possible.
Dame, dikes and diversions shall be stabilized immediately after construction.
Temporary seeding or other stabilization will follow immediately after grading.
Areas which are not to be disturbed will be clearly marked by flags, signs, etc. Prior to the start of erosion
and sediment control Installation.
The site superintendent shaft be responsible For the installation and maintenance of all erosion and sediment
control measures. Maintenance or these measures throughout the project Is critical to the effectiveness of the
program.
All temporary controls shall be removed within 30 days once no longer needed. Trapped sediment must be
removed, graded and stbIllmed.
After areas above controls have been stabilized, the controls shall be cleaned up and removed.
Electric power, telephone, storm, sanitary, water 4 gas supply trenches are to be compacted, seeded and
mulched within five (5) days after backfilling. No more than 500 Feet are to be open at any one time.
All cut and fill slopes are to be seeded and mulched immediately from completion of grading.
Drainage ewales shall be stabilized with check dame until vegetation has been well established, at which time the
check dams shall be removed.
Devices listed above are consldered minimum erosion and sediment controls. Additional control measures
may be necessary due to contractor phasing or other unforeseen conditions. It is the contractor's
responsibility to provide additional measures to those shown, as needed, in order to control erosion and
contain sediment on site. All measures shall be installed according to the standards and specifications in
the virginla erosion and sediment control handbook
etonwater ran "law t:
No storm water management 1s necessary for this site since the Impervious area 15 not increasing.
Matntonarlcr prog am:
All control measures shall be inspected daily by the site superintendent or his representative and within 24
hours after any storm event ,greater than 0.5 Inches of rain per 24-hour period. Any damaged structural
measures are to be repaired by the end of the day. Seeded areas shall be checked regularly to ensure
that a good stand of grabs is maintained. All areas shall be fertilized and reseeded as needed until grass
is established.
Trapped sediment Is to be removed as required to maintain 50% trap efficiency and disposed of by
spreading on site.
Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged by
sediment, it shall be removed and cleaned or replaced immediately.
The contractor Is responsiblle for keeping existing public roads in a clean, dust and mud Free, condition at
all times. Also, it is the contractors responsibility For any cleaning/removal of any sediment on public or
private roadways.
Erosion and s diftlaft care ro'I progran
I. Hold pre -construction meeting on site with inspector.
2. Clearing and grubbing For sediment control devices only (construction entrance, silt fence, tree save
areas)
3. Placement of sediment control devices.
4. Obtain inspector's approval prior to beginning grading operations,
5. Clear and grub remainder of site.
6. Rough grade site.
7. Install drainage devices with sediment control.
6. Final grading.
9. Restoration and atabillizatlon of disturbed areas.
10. Remove erosion and sediment control measures with the approval of the inspector.
Note: The Frederick county public works and engineering department retain 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 sdwdule (soil stabAlizationh
I. All permanent seeding shall be in accordance with section 332 or the visti
2. Spread topsoll at a milnlmum depth of Four (4) inches.
3. Incorporate pulverized agricultural limestone into the topsoll at a rate of 92 Iba. Per 1)000 square
Feet (2 tons per acre).
4. Fertilize with 10-10-10 fertilizer at a rate of 23 Iba per 1,000 square feet (1000 Iba per acre).
5. Seed all areas with a seed mix consisting of ii kentucky 31 tall fescue and 33% red top clover.
6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 Ibb per acre anchored with
cutback or emulsified asphalt applied at a rate of 200 gallons per acre.
Dust Controls
I. Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic.
2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet and
repeated as needed to control duet.
f T I
I I'
111
I I I � 1 , l I I• � ! I• `I I I
DRIP LINE
PROTECTIVE DEVICE
A
MAXIMUM LIMITS OF
CLEARING AND GRADING A
PROPOSED GRADING
w r
r
dol
MIN. 5' '•„, *- 'L
0101111! WHERE DRIPLINE
IS LESS THAN
5' i
CONSTRUCTION OPERATIONS RELATIVE
TO THE LOCATION OF PROTECTED TREES
Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38-1
STONE CONSTRUCTION ENTRANCE
70' MIN. EXISTINGNT J PAVEME
A
5:1
FILTER CLOTH --"I 6" MIN. A (�) BERM
SIDE ELEVATION
EXISTING GROUND
70' MIN.
9 10'
WASNRACK MIN.
(OPT o-o
10, MIN.
12' MIN. R EXISTING
PAVEMENT
VDOT /l 1 POSIPVE DRAIN4GE 10' MIN.
COURSE AGGREGATE 9 TO SEDIMENT
7R.4PPI.NC DENCE
• MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS P OPERATION LAN VIEW
12' MIN.
J" MIN.
J" MIN.
FILTER CLOTH SECTION A - A
B'-7•
REINFORCED CONCRETE J DRAIN SPACE
SECTION B-B
SOURCE.- ADAPTED from 1983 Maryland Standards for Soll erosion and Sediment Control, and Vo. DSWL' Plote 3.02-1
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.
l
FLOW - III - I III 1
4
3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL.
- -- II
1=
r � FLOW � 4
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
IIII WIRE
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1
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DATE: 10/25/11
SCALE: 1"
= 50'
DESIGNED BY: RLK
FILE
NO.
5387N
SHEET 2
OF 4
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-'"" ���, r r;-� • � �� r- ,' NOTES:
1. THE EXISTING AT&T TELECOMMUNICATIONS
TOWER LOCATION IS 5.7 MILES FROM THE
yy• s' gam'"' ' j WINCHESTER AIRPORT MEASURED FROM THE
a .' �;' _ -. .� .� c , � • • ' _ _- I APPROXIMATE CENTER OF THE AIRPORT
PARCEL TO THE TOWER LOCATION.
2. FREDERICK COUNTY DIGITAL TAX MAPS USED
FOR VICINITY MAP AND DISTANCE
CALCULATION.
3. THE TOWER WILL BE 120' AGL.
GROUND = 679' AMSL
14T oil
TOP OF TOWER = 799' AMSL
a'9
a WINCH _ 40RT
��
MaM \ • M \
fi
2500 0 2500 5000
YA
u i ` 5GALE: 1" = 2500'
WINCHESTER REGIONAL AIRPORT VICINITY MAP
NOTES
1. ALL EQUIPMENT FOR THE TELECOMMUNICATIONS TOWER WILL
RESIDE INSIDE THE EXISTING POP FACILITY.
(I -STORY CONCRETE BUILDING ON TM 43-A-130)
2. DRAINFIELD RESEARCH ON EXISTING PROPERTIES WAS
INCONCLUSIVE OF EXACT LOCATION OF EXISTING DRAINFIELDS.
CONTRACTOR TO FIELD LOCATE PRIOR TO CONSTRUCTION.
3' NON EXCLUSIVE EASEMENT
2.0' EX. FENCE
EX. EGJ
11'-7x30' LESSEE BLDG.
9.4' \
EQUIPMENT
BUILDING
PROPOSED MESA
CABINET DISCONNECT
ill SWITCH MOUNTED ON
4 "x4" WOOD POST —�
` } PROPOSED MESA
j CABINET MOUNTED ON
36 "W x 60"L x 36 "D
HANDHOLE
PROPOSED THREE (3)
POSITION VERTICAL
METERSTACK MOUNTED
ON 4' ELECTRIC
SERVICE BACKBOARD -
PROPOSED UTILITY
COMPANY GRADE
MOUNTED TRANSFOFZ'
m
1
EX. SHED
93' ] I
EX. ECG
l
EX.
TOWER
DIMENSION PLAN
10 5 O 10 20
mmmmel
SCALE: 1" = 10'
• TO SCALE
:—COMPACTED 5U—•D
ON -•DOF . SOIL
PAVEMENT SECTION THICKNE55 PRIOR TO CONSTRUCTION.
OF THE 5UE3GRADE MUST 5U5MITTED FORACTUAL DETERMINATION OF REQUIRED
i
CURVE
DELTA ANGLE
RADIU5
ARC LENGTH
TANGENT
CHORD BEAR/N6
CHORD LENGTH
Cl
0/ °08 25"
114/4.20'
227.25'
113.(03'
N 3V50'05" E
227.25'
62
Ol °l0'08"
11394.20'
232.55'
11628'
N 39051'14" E
232.54'
T.M. 44-A-24
RITA WILSON
INST. No. 010014065
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T.M.43-A-130
' 1) 30" °'�— ATT CORP.
I WHITE OAK k INST. No. 110004,382 t �,
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-
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I I ESSEE'S 4'X4' �ONC. TOOP 1.4LTH"
I ' WIDE NON EXCLUSI EA
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— —, EX. G44VEL AREA 24" LESSEE'S ICE A PGE WITH 3� � � \ \ _ _ LTH OF
rBRICK I 1 \ E3FR 1 WIDE NON EXCLUS EASEMEik \ I
' I IGARAGE I 1 EG r . 1 \ ` — ` � I } u1 I _ `� � U NDY L. K PLER �
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\ \� b Lic. No. 32809
EX TOWER
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ROP. MESA CABINET D I OI NffG `/E £TATION ANAL
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/ BEES UG I_ I �'�PROP. TRANSFORMER \ I
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SCALE: 1" = 30'
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DATE: 10/25/11
SCALE: NONE
DESIGNED BY: RLK
FILE NO. 5387N
SHEET 4 OF 4
11-20
CENERAL NOTES
VOOT GENERAL NOTES
LECEND
VICINITY MAP
C5
1. Methods and materials used in the construction of the improvements herein shall conform to the current
V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia
SCALE: 1
= 2000
-
County construction standards and specifications and/or current VDOT standards and specifications.
Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion
In
EXISTING INTERMEDIATE CONTOUR
and Sediment Control Regulations, and any other applicable state, federal or local regulations. case of
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent
EXISTING INDEX CONTOUR
construction, must be provided prior to issuance of the site development permit. The approval of these plans
in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and
shall govern.
PROPOSED CONTOUR 400
Sediment Control Handbook.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health
EXISTING EDGE OF PAVEMENT
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3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of
Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
PROPOSED EDGE OF PAVEMENT
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Trans ortation
V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be
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VDOT and and Frederick County prior to construction in existing State right-of-way.
in accordance with the current edition of VDOTs Work Area Protection Manual. Furthermore, all traffic
EXISTING 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
control flaggers must be certified in accordance with Section 105.14(c) of the VDOT Road and Bridge
PROPOSED CURB AND GUTTERMCC-q�,
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required under State law.
Specifications.
TO REVERSE CURB`SRp,�
TRANSITION
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5. The exact location of all guard rails will be determined by VDOT personnel. "A Joint inspection will be
Department
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including
POSTING TELEPHONE LINE ----------- --
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held with the Develo er, County Representatives, and Representatives of the Virginia of
traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies.
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Transportation (VDOT� to determine if and where guard rail and/of paved ditches will be needed. The
It is the sole responsibility of the developer to locate and identify utility facilities or items that may be
the
PROPOSED TELEPHONE LINE
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developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection.
in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify
EXISTING STORM SEWER r�,
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Refer to
developer from this responsibility.
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be
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
sub)ect to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field
EXISTING SANITARY SEWER ~--�-- -
representative of the developer must be available at all times.
revision shall be the responsibility of the developer.
PROPOSED SANITARY SEWER
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7. Warningsi ns, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
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V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land
EXISTING ELECTRIC SERVICE
ROUTE 37
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Control Devices (MUTCD).
use permits for any work within VDOT right-of-way.
8. All unsuitable material shall be removed from the construction limits of the roadway before lacin
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V7. If required by the local VDO'T Residency Office, a pre -construction conference shall be arranged and
PROPOSED ELECTRIC SERVICE
- ---------__ ___.-_-_
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embankment.
held by the engineer and/or developer with the attendance of the contractor, various County agencies,
EXISTING GAS LINE -
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9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
Engineering by the
utility companies and VDOT prior to initiation of work.
PROPOSED GAS LINE
SHEET
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INDEX
than 6 will require revised pavement section prepared by Greenway and approved owner.
V8. The contractor shall notify the local VDOT Residency Office when work is to be in or cease for any
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PROPERTY LINE
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awed with cement concrete to the limit
10, All roadsides at g p s
afield �
undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any
EXISTING EASEMENT LINE ---------_ ._-_.___.__..-__. ____.____..._
COVER SHEET
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indicated on the plane and asarequ red atethe inspection.
required or requested inspection.
EROSION & SEDIMENT CONTROL PLAN
2
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent
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maintained
PROPOSED EASEMENT LINE
SITE PLAN AND DETAILS
3
be minimum 6" diameter and conform to VDOT standard SB-1.
public roadway via a construction entrance that is constructed and in accordance with
Virginia Control Handbook. Furthermore, to
CENTERLINE
VERIZON DETAILS
4
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Section 3.02 of the Erosion and Sediment access other
The Developer have,
EXISTING TREE LINE
.2-
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
properties affected by this pro ect shall be maintained through construction. shall
Virginia Department
one litter receptacle shall be provided at the construction site.
within the limits of the project, an employee certified by the of Conservation and
FLOW LINE
Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior
to dust, to take
and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly
FENCELINE -- --- --
to entering public streets, and it is the contractors responsibility clean streets, allay and
rectified .
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whatever measures are necessary to insure that the streets are maintained- in a clean, mud and dust free
EXISTING UTILITY POLE/GUIDE WIRE
condition at all times.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the
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EXISTING TELEPHONE PEDESTAL C�
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14. Notification shall be given to the appropriate utility company prior to construction of water and/or
end of construction.
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EXISTING WATERLINE W/ TEE ----- -- --
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sanitarysewer lines. Information should also be obtained from the appropriate authority concerning permits,
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum
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cut shets, and connections to existing lines.
thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at
PROPOSED WATERLINE TEE
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15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the
Authority.
conflict points.
EXISTING FIRE HYDRANT/VALVE/METER
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current standards and specifications of the Frederick County Sanitation
V12. Any unusual subsurface. conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.)
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PROPOSED FIRE HYDRANT/VALVE/METER Dp� • m
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16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
encountered during the course of construction shall be immediately brought to the attention of the
PROPOSED REDUCER
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contractors responsibility to verify the exact horizontal and vertical location of a existing utilities as needed
inform the from his
engineer and VDO Work shall cease in that vicinity until an adequate design can be determined by the
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by VDOT.
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prior to construction. The contractor shall engineer of any conflicts arising existing
engineer and approved
SIGNS `�
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utility verification and the proposed construction.
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17. The developer be for any damage to the existing streets utilities which occurs as a
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
VDOT be
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will responsible and
result of his construction project within or contiguous to the existing right-of-way.
representative prior to placement and fill. Where CBR testing is required, a representative shall
to insure the sample obtained is representative of the location. When soil samples are submitted
PARING INDICATOR
present
to laboratories for testing, the shall be clearly identified and labeled as belonging to a
12
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
private samples
to be accepted by VDOT and that testing shall be performed in accordance with all applicable
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
THESE PLANS ARE A MODIFICATION
OF THE APPROVED
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site
pproject
GOT standards and procedures.
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SITE PLAN #20-10, AT&T TOWER.
THE ORIGINAL SITE
development permits.
HANDICAP PARKING
PLAN WAS ADMINISTRATIVELY APPROVED ON JULY 5 2011
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be
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inI20.
project. The relocation should be done prior to construction.
compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99
BY THE FREDERICK COUNTY DEPARTMENT
OF PLANNING
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Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street
direction tests b inde
VEHICLES PER DAY COUNT 10®
AND DEVELOPMENT.
These lans identif the location of all known ravesites. Gravesites shown on this lan will be rotected
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ri ht-of-wa At he of VDOT, densit shall be erformed a ualified endent
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in accordance with state law. In the event gravesites are discovered during construction, the owner and
agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be
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engineer must be notified immediately.
submitted to VDOT daily, unless specified otherwise.
PROPOSED BUILDING ENTRANCE
THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
21. The contractor is to verify field conditions prior to and during construction and notify Greenway
Engineeriat (540) 662-4185 immediately of any discrepancies between actual field conditions and the
plans and/
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these or as
;specified by VDOT. p /
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE
ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION
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OF
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PROJECT INFORMA TION
approved plan.
PROPOSED SANITARY LATERAL CLEANOUT
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V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet
22. Controlled fills shall be compacted to 95% of maximum density as determined by method per standard
VDOT minimum design standards and is the responsibility of the developer.
.-A
SETBACK REQUIREMENTS:
APPROVED CONDITIONS
I. ALL AGENCY COMMENTS AND REQUIREMENTS SHALL
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
SANITARY MANHOLE IDENTIFIER 12
U RA DY L,
K PLER
geotechnical report has been prepared, it should supersede the requirements in this note.
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall
FRONT YARD: 35'
REVIEW
BE COMPLIED WITH AT ALL TIMES.
, d LIC. NO.
32809
be installed by the developer or, at VDOT s discretion, by VDOT on an account receivable basis following
SIDE YARD: 15'
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed
days, but than ten (10) days, to
the Manual On Uniform Traffic Control Devices.
STORM DRAIN STRUCTURE IDENTIFIER O
REAR YARD: 50'
2. THE TOWER SHALL BE AVAILABLE FOR COLLOCATING
PERSONAL WIRELESS SERVICES PROVIDERS.
O 24
excavating or blasting at least two (2) working not more working prior
Names telephone the
V18. The developer shall the VDOT Residency Office with a list of all material sources prior to the
MINOR SITE PLAN SHALL BE APPROVED BY FREDERICK
`rsIpNAL
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commencement of excavation or demolition. and numbers of and operators underground
provide
invoices for dedicated
PARCEL TAX MAP No 43-A-130
Co Y.
utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency
condition.
start of construction. Copies of all materials utilized within any street
right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit
�13 .4
T INSB
STREET ADDRESS: 2042 MARTINSBURG PIKE
2042,
4. PRIOR To SITE PLAN APPROVAL, PROPERTIES MUST BE
and total prices may be obscured.
EXISTING SPOT ELEVATION
WINOS:
VA
CONSOLIDATED@.
24, All utilities to be located underground.
TOTAL AREA: 32165 AG
5. THE TOWER SHALL BE REMOVED BY THE APPLICANT OR
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical
PROJECT AREA: 32185 AC
PROPERTY OWNER WITHIN TWELVE (12) MONTHS OF
ABANDONMENT OF OPERATION.
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
spreader. Density will be determined using the density control strip in accordance with Section 304 of
PROPOSED SPOT ELEVATION X35
DISTURBED AREA: 023 AC
b. IN THE EVENT A TELECOMMUNICATIONS TOWER IS NOT
the VDOT Road and Bridge Specifications and VTM-10. A certified com action technician shall perform
ZONED: RP
ERECTED WITHIN TWELVE MONTHS OF THE APPROVAL OF
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these tests. Certified copies of test reports shall be submitted to VD T daily, unless specified otherwise.
In to depths, a VDOT representative shall be notified and the opportunity
USE. COMMUNICATIONS FACILITY
TOWER HEIGHT: 120'-
THUS CONDITIONAL USE PERMIT, THE CUP WILL BE DEEMED
R
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addition checking stone given
LIGHT POLE
INVALID.
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Note: An lace within these plans statingGreenwayEngineering, shall represent GreenwayEngineering, Inc.
to be resent during the construction and testing of the density control sari
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V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and
Bridge Specifications. Density shall be determined using the density control strip as specified in Section
315 and VTM-76. A certified corn action technician shall perform these tests. Certified copies of test
ppP
TOWER TYPE: LATTICE TYPE
- A WAIVER WAS APPROVED BY THE COUNTY BOARD OF SUPERVISORS
AT THEIR NOVEMBER 10, 2010 MEETING TO ALLOW FOR LATTICE LOWER
CONSTRUCTION.
i. ,ANY EXPANSION OR MODIFICATION OF THIS USE WILL
REQUIRE A NEW CONDITIONAL USE PERMIT.
8. AIRCRAFT WARNING LIGHTS (AWL) SHALL BE PLACED ON
THE TOWER
THE TOWER SHALL LIMITED TO TU10 MICROWAVE DISHES.
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FCSA CONSTRUCTION NOTES
SURVEY AND TOPOGRAPHIC INFORMATION
be to VMT daily; -otherwise. A VDOT be
9. BE
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1. Boundary
reports shall submitted unless specified representative shall
the to be during the testing the
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notified and given opportunity present construction and of control strip.
survey was performed by:
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V21. In Section 302.03, the foundations for thirty-six (36) inches
GREENWAY ENGINEERING Dated: 7/16/10
LANDSCAPING REQUIREMENT
F- E-+
1. The Authority's Water and Sewer Standards and Specifications are available at
accordance with pipe culverts and
larger shall be explored below the bottom of the excavation to determine the type and condition of the
WITH THE ADDITION OF ONLY THE TOWER No LANDSCAPING IS REQUIRED.
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www.fcsa-water.com <http://www.fcsa-water.com>.
foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for
2• Aerial, horizontal and vertical control surveys were
INSPECTIONS CONDITIONS
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2. The contractor shall adhere to the Authority's standards and specifications in effect at the
approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bride Standard
pg
performed by: GREENWAY ENGINEERING 2010
PREVIOUS SITE PLAN: a40-08
I. STRUCTURE SHALL COMPLY WITH THE VA UNIFORM STATEWIDE
1.
BUILDING CODE AND SECTION 312, USE GROUP U (UTILITY AND
time of construction.
PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design
(Year)
MISC) OF THE INTERNATIONAL BUILDING CODE 2006. THE
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3. The contractor shall coordinate with and arrange for inspection by the Authority.
and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT.
REGIONAL AIRPORT:
STRUCTURE IS REQUIRED TO COMPLY WITH CHAP 15 t 16 OF THE
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4. The contractor shall connect a new sewer line to an existingmanhole b core drilling the
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3. Aerial topographic ma. in performed b
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1. CONDITIONAL
I. CONDITIONAL USE PERMIT (CUP) "-10 REQUIRES AIRCRAFT WARNING LIGHTS
IBC 2006 FOR STRUCTURAL LOAD, AS WELL AS, SECTION 3108
manhole.
V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced
Dated:
BE PLACE ON THE TOWER AS IDENTIFIED IN CONDITION 08 ON THIS PLAN.
FOR TOWERS.
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5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap.
below proposed foundation elevation to determine the type and condition of the foundation. The
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The Authority shall furnish all needed material and make the tap.
contractor shall submit copies of borehole logs and report findings of foundation exploration to the
VDOT for to box. Foundation designs VDOT
2. AIRCRAFT WARNING LIGHTING SHALL BE INSTALLED ON THE TOP OF THE
2. FENCING GREATER THAN 6 FEET IN HEIGHT WILL REQUIRE A
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An Application for Wet Tap shall be submitted and the fee paid befor tap is made.
engineer and approval prior constructing shall comply with
Bridge Standar PB-1. Contrary to the Standard, -in
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Road is
TOWER BASED ON THE FOLLOWING SPECIFICATIONS: DUAL L-810 STEADY
BUILDING PERMIT.
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6. Exact locations of water and sewer services on new lines to be coordinated with the
and where rock encountered an cast -place
BURNING DOUBLE RED OBSTRUCTION LIGHTS AS DEFINED BY FAA ADVISORY
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Authority's inspector.
box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise
CIRCULAR AC10/1460-1K CHG2, CH5, SECT 53.
3. THE NEW 120 TOWER SHALL BE LOCATED AND EQUIPPED
WITH STEP BOLTS AND LADDERS SO AS TO PROVIDE READY
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APPROVAL
7. The Authority's division furnish install through 2
unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall
ACCESS FOR INSPECTION PURPOSES. THE TOWER SHALL NOT
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maintenance shall and all water meters
be determined by the engineer and approved by VDOT.
3. THE MICROWAVE TOWER AND AIRCRAFT WARNING LIGHTING SHALL BE
CROSS OR ENCROACH UPON ANY STREET OR OTHER PUBLIC
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inch in size. It is the contractor's responsibility to have the meter box assembly installed
REGISTERED WITH THE FAA AND APPROVED PRIOR TO INSTALLATION.
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correct! Before a permanent meter is installed:
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a. The meter box, with its frame and cover, must be properly aligned with the
coppersetter.
V23. Approval of these Tans shall expire three 3 ears from the date of the approval letter.
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V24. VDOT Standard CG-12 Curb :Ramps shall be installed where indicated on these plans and/or as
4. ANY FAILURE OR MALFUNCTION THAT LASTS MORE THAN 30 MINUTES AND
AFFECTS A TOP LIGHT OR FLASHING OBSTRUCTION LIGHT ON THE TOWER
SPACE, OR ENCROACH UPON ANY PRIVATELY OWNED
PROPERTY WITHOUT WRITTEN CONSENT OF THE OWNER OF THE
ENCROACHED UPON PROPERTY (SEC 31082-LOCATION AND
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by VDOT.
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SHOULD BE REPORTED IMMEDIATELY BY CALLING 811-481-6861 SO A
ACCESS).
b. The frame and cover shall be set to final grade.
specified
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NOTICE To AIRMEN CAN ISSUED. AS SOON
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C. The distance between the to of the cover and the co ersetter shall be between
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18 and 21 inches.
V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in
FRED RICK COUNTY ZONING ADMINISTRATOR DATE
11 O AM
OPERATION IS RESTORED GALL 811-481-6861 SO THE NOTAM CAN BE
RESTORED
4. SPECIAL INSPECTIONS PER CHAP 11 IBC 2006 APPLY To
THIS STRUCTURE-
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d. All components of the meter box assembly shall be in proper working order.
accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT
*APPROVAL OF THESE PLANS SHALL EXPIRE FIVE 5
( )
REMOVED. PLEASE CALL THE SAME NUMBER TO EXTEND THE OUTAGE DATE.
SEE WEB SITE osaaa.Faar3ov/oaaaa/external/content/lightoutagereportingjsp
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8. For services that connect to existing lines:
a. The Authority shall furnish and install:
shall
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after grading is most! complete.
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YEARS FROM THE DATE OF PLANNING APPROVAL
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for details.
5. SNOW BRIDGING REQUIRES A BUILDING PERMIT.
RELOCATION/ApDITIGNAL ANTENNAS REQUIRE A BUILDING
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�
9
1. all 5/8"xy 1 and 2 water services
FIRE MARSHAL'S NOTE
PI -AN
N APrlor q.
5. IN THE EVENT THAT CONDITION 08 OF THE APPROVED CUP IS NO LONGER
PERMIT. PLANS SUBMITTED FOR REVIEW SHALL BE SEALED BY
Z
Z
2. all sewer services.
NAME
DESIRED BY THE COUNTY, A REQUEST MUST BE FILED WITH THE FAA TO
CONSIDER THE REMOVAL OF THE REGISTERED AIRCRAFT WARNING LIGHTING
A vA REGISTERED DESIGN PROFESSIONAL. FENCES GREATER
THAN 6 FEET REQUIRE A BUILDING PERMIT.
E-'
Fire lane markings and signage:
b. The owner/developer shall:
„
'No
1 � JAI `�� ���•�
THIS TOWER THE FAA HAS THE FINAL THIS
Any Parking signs and yellow painted curb locations will be installed
ON DETERMINATION REGARDING
Q
1. coordinate (or have the contractor coordinate) the location of the service
lateral the Authority's
by field inspection at the direction of the Fire Marshal's Office.
SITE PLAN NUMBER .`
REQUEST PER FAA ADVISORY CIRCULAR AC10/146o-IK
with engineering assistant
O
2. submit an Application for Service and pay the required fees.
TRIP GENERATION DATA
J
9. All water lines must have a backflow prevention assembly (double check valve or RPZ, as
Project Name:
Project Number:
required). The assembly must meet ASSE standard number 1015 or 1013.
ATdcT TOWER LOCATION
PLAN MODIFICATION
538'7N
WCLASS
USE
DWELLING UNITS
* TRIP RATE
TRIP RATE USE
VPDW
10, All fire lines must have a backflow prevention assembly (detector double check valve or
RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any
O
Magisterial District:
Date of Plan: (Month, Day, Year)
exterior, privately owned fire line shall also have a fire service meter. This assembly
I--
shall be installed immediately before the backflow prevention unit. Radio read remotes
STONEWALL MAGISTERIAL DISTRICT
OCTOBER 25, 2011
arerequired.
11. The Authority shall review the mechanical plan(s) for design and material approval of a
* TA
EN FROM ITE TRIP GENERATIO
7TH EDITION
DATE: 10 25 11
/ /
Owner:
Address, Including Zip Code & Telephone No.
g P P
building's:
ONE AT&T WAY
UTILITY CONTACTS
a. Domestic water meter and its backflow prevention device, and/or its
AT&T CORP.
BEDMINSTER, NJ 07921
b. Fire service line's backflow prevention device.
908-234-8819
SCALE: AS
NOTED
Water/ Frederick County Sanitation Authority Phone: Verizon
Sewer: P.O. Box 17398
12. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to
Developer:
Address, Including Zip Code & Telephone No.
DESIGNED
BY: RLK
Operate and a co of the stations DE approved 0&M manual. These documents must be
p copy Q pp
P.O. Box 1877
9000 JUNCTION DRIVE
received before substantial completion is issued and water meters released.
Winchester, VA. 22604 Baltimore, MD 21297
VERIZON WIRELESS
ANNAPOLIS, MD 20701
(540) 868-1061 (301) 954-6282
301-512-2186
Power: Rappahannock Electric Coop. Gas: Shenandoah Gas Co.
FILE N0.
5387N
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
137 Kelley Court P.O. Box 2400
HANDICAPPED PARKING NOTE
SHEET 1 OF 4
Front Royal, VA 22630 Winchester, VA 22604
1-800-552-3904 (540) 869-1111
GREENWAY ENGINEERING
151 WINDY HILL LANE
WINCHESTER, VA 22602
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
Virginia Utility Protection Service 1-800-552-7001
(540) 662-4185
11
-20
O+ w
c4,FvE
Pa TA AMSLE
RAD105
ARC LENGTH
TAntSENr
CHORD BEAR/N5
GFKJRD LElNSTH
cl
01°0e25'
114/420'
227.25'
113b3'
N 39'5oV5' E
22725'
c2
Ol°1008'
I139920'
23255'
116-28'
N39°5174=E
1 23254'
"TA km,"I
III'T.1 m G "Ae*1
t 37,0'
t
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24"
112" } 1
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A x P o ! THEE 5AVE �t
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6
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--- 134� .-
ILI
eA
MINIMUM CONSTRUCTION
STANDARDS NARRATIVE
AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE
CONSISTENT WITH THE VSEGH FOR 4VAC50-30-40 MINIMUM STANDARDS:
1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED
rn4s.A.MM AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE
20114, as ► er,a1 _ SITE. TEMPORARY SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO
te*►,.ft,a�uax� DENUDED AREAS THAT MAY NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR
LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS
THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR
2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS
- SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE
CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT
STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND
SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SiTE,
3, A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS
NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE
CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM,
MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN
ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE
l LAND DISTURBANCE TAKES PLACE.
11"1. 43 - A-1.30 �
At<T CORP. I N 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS
INBT.No.narJ�4932 DAMS DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
3.2165 ACRE5
Ili` `"•. ,.. z
6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE CONSTRUCTED BASED UPON THE
TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN.
A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS
VEGETATION �� PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE
AREAS LESS THAN THREE ACRES.
1 .FXTME,LM B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM
' DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE ` �' CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A
", '�..H SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE
`, OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE
LIMITS OF CLEAR
-- --. ,�,MCiPADtS BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF
I exfl`,�Y PENCE COEFFICIENTS USED IN RUNOFF A BARE EARTH CONDITION OF THOSE CONDITIONS
EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED.
t - Ei'- RJwER
"M 1
-� Ve ATIGN 1. GUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTION A MANNER THAT
WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY
NIS
a'I _ WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH
it
+� {j I I o �� �� ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.
1 $7 _A
I ccrlc rT,.3 ` "OLF• '` ` x' �i 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS
`IDg 1 '9r a",`` CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR
1 0.a Ex.1-B10RY F tT!cv
' ' coILDWS I T } SLOPE DRAIN STRUCTURE.
� � / �I BUILDMG I 1
gg k I Sr 1 FF. ELEV. = 68M.11-1
0 ,° I 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER
PROTECTION SHALL BE PROVIDED.
-- � �.,eer+DulT ',
20,
eel CAP1 i° ° ° Oew- ~sir As o MAPLE 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION
TCP=6"16.91 , 14scRM f I 1 + / SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE
i. ®2�iF�Es 0 1 I �� / / CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO
isMAPLE + /' 1° / REMOVE SEDIMENT.
1 I MAPL£ x /
21E re E - ° / �''..�` 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE
24"�� MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED
\ �A MAPLE ,. / TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IP: BOTH THE
(./
I Ih � p i
nAPLE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
8 68.03'33" E > .� \ I r FEAR /
21 t 20"I nq LIE; .'� z _ 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE
eo.REEN I III 1 T1R£F9 �� ' / /
'9 TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE
TREEs i ; ;1,+ R THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION.
20'FIBEROPTIC �,., Mks-, 0 1 9,'6, ;'�° ,_ NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND
CAME EASEr ENT--- COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY
i Tw�1eFo1�1� ,
OLE
�_, ! 1_2m FIEWRcflTIG NONERODIBLE COVER MATERIALS.
,_V Cr 1 `� i CABLE EA&ErIENTf447' 10' WIDE STRIP GGNTAINING
� 4, �• 0,1056 ACC DEDICATED 13. WHEN A LIVE WATERCOURSE MUST BE GROSSED BY CONSTRUCTION VEHICLES MORE
TO F'RZEDERICK COUNTY FOR RJTURE
`'�� ROAD WIDENING f'URfOSEB PERTHAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING
INST "110004982.
CONSTRUCTION OF NONERCD15LE MATERIAL SHALL BE PROVIDED.
r- 4` t N 53'32'31' W
20.02 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO
WORKING OR CROSSING LIVE WATERCOURSES SHALL BE MET.
15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY
AFTER WORK IN THE WATERCOURSE IS COMPLETED.
b'` \`\ 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE
,* FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
\ ` \ A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
2PJ' PIMR OPTIC CA171.F
EASEMNT �-
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED
THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A
\_ MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE
�, PROPERTY.
°Dr sy�nFOAR� \, \ D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN
ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
50 25 O 50 100 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC
SG?�LE: I" = 50' F�os�oaFo ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT CF SEDIMENT BY
ppr, SSA ARC VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED
NF��Q� R sF� o FNr THOROUGHLY
TO A PAVEDOROUGHLY A ORPUBLIC E END OFF EADCH DAY..CE, THE SEDIMENT SD ALL�BE REMOVED FROM TACE SHALL BE CLEANED
HE
ERO510N/5ED IMENT CONTROL LEeEND
NO. KEG' 51'M5OL
3.02 CE
3.05
LCG
1DE5GRIPTiON
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
SILT FENCE
LIMITS OF CLEARING t GRADING
DRAINAGE DIVIDES
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL
DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS
REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL
RE5FON5 5LE LAND D15TUR5ER DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES,
NAME: 18, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE
GERTII=IC,4TION #: TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY
DATE: AREAS
LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL
AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE
PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO
THE REEF CNSIBLE LAND DISTURBER EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE
I5 THE f >4RT1' RE5PON515LE FOR PERMISSION OF THE SHENANDOAH COUNTY INSPECTOR.
GARRiING CUT THE LAND DISTURBING 19, PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE
ACTIVITY /�5 SET FORTH IN THE PL>4NS, PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES
IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF.
20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE
EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND
BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE.
(AUT Tauar Location Plan)
Erosion and Sediment Control Narrative
This project is located at 2060 Martinsburg Piles, Winchester, VA 22604. After lot
consolidation t e total site area shall be 32185 acres of which approximately 023 acres will be disturbed for
construction. This project consists of the construction of a tower with a base of 10' x 10' square for AT4T.
Data of eanatnmtiam Construction will begin Following land disturbance permit approval.
Exia�g alte eanditiara: Lot 43-A-130 is currently occupied by an ATtT maintenance building with the
associated driveways, parking area and systems typical for a such a structure. The lay of the land is relatively
flat with 2 to 3% grades with the exception of gently sloping terrain near the back of the lot.
The site is bounded by a church property to the south a private residence to the north
and east and route 11 to the west.
Offalts aroma, No dlisturbance will be required off site.
fi21IM The existing soil conditions were obtained from the web soil survey provided by the NCRS For Frederick
County, VA. The soils on this site consist of 145 - Frederick-Poplimento loams, 2 to 1 percent slopes.
Critical areas: No existing critical areas or slopes are located on this site.
F-roston mind sediment control sedarms Unless otherwise indicated, all vegetative and structural erosion and
sediment control measures shall be constructed and maintained according to the minimum standards and
specifications of the Virginia Erosion and Sediment Control Handbook
8trvctaral measures..
Phase I�
Construction entrance with wash racks (3-02) shall be provided to the project area from the existing entrance
on Martinsburg Drive to minimize mud carried onto the road- The construction entrance and wash rack shall
remain throughout all: phases of construction.
Install silt Fence (3.015) as shown on the plans to intercept and detain small amounts of sediment from disturbed
areas during construction in order to prevent sediment From leaving the site.
Tree Save areas within or near area of disturbance must be protected to insure no damage occurs.
Temporary seeding (331) and/or permanent seeding (332) shall be placed on all critical slopes (3:1 or greater),
on diverson dikes, on sediment trap berms and as needed to stabilize disturbed areas-
Phase III
All controls Installed in phase i to remain for the duration of the project.
ftiadpille sues,
Stockpiles will be kept onelte and are will be stabilized with temporary seeding and protected with 811t fence.
Vegetative stabilizaltion shall be uniform, mature enough to survive and adequate to inhibit erosion.
Permanent or temporary soil stabilization shall be applied to denuded areas immediately after Final grade 15
reached on any portion of the site. Temporary soil stabilization shall be applied immediately to denuded areas
that may not be at final grade but will remain dormant for longer than fourteen (14) days. Permanent soil
stabilization shall be applied to all areas that are to be left dormant For more than six ((o) months.
Topsoil that has been stockpiled shall be surrounded with silt Fence and protected by mulch and/or temporary
vegetation immediatesly after grading.
Construction shall be sequenced such that grading operations will begin and end as quickly as possible.
Dame, dikes and diversions shall be stabilized immediately after construction.
Temporary seeding or other stabilization will follow immediately after grading.
Areas which are not to be disturbed will be clearly marked by flags, signe, etc. Prior to the start of erosion
and sediment controll installation.
The site superintendent shall be responsible for the installation and maintenance of all erosion and sediment
control measures. Maintenance of these measures throughout the project is critical to the erfer-tiveness of the
program.
All temporary controls shall be removed within 30 days once no longer needed. Trapped sediment must be
removed, graded aned stbilized.
After areas above controls have been stabilized, the controls shall be cleaned up and removed.
Electric power, telephone, storm, sanitary, water 4 gae supply trenches are to be compacted, seeded and
mulched within Five (5) days after backfilling. No more than 500 feet are to be open at any one time.
All cut and Fill sloped are to be seeded and mulched immediately from completion of grading.
Drainage swales shalll be stabilized with check dams until vegetation has been well established, at which time the
check dams eha II be (removed.
Devices listed above are considered minimum erosion and sediment controls. Additional control measures
may be necessary due to contractor phasing or other unforeseen conditions. It is the contractor's
responsibility to provide additional measures to those shown, as needed, in order to control erosion and
contain sediment on site. All measures shall be installed according to the standards and specifications in
the vlrginia erosion and sediment control handbook
Stawwatw management.
No storm water management Is necessary For this site since the impervious area Is not increasing.
Maintenance program:
All control measures shall be inspected daily by the site superintendent or his representative and within 24
hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damaged structural
measures are to be repaired by the end of the day. Seeded areas shall be checked regularly to ensure
that a good stand of grass Is maintained. All areas shall be fertilized and reseeded as needed until grass
Is established.
Trapped sediment Is to be removed as required to maintain 50% trap efficiency and disposed of by
spreading on site.
Inlet protection shall 'be checked regularly for sediment build-up. If the gravel outlet is clogged by
sediment, it shall be removed and cleaned or replaced immediately.
The contractor 1s responsible for keeping existing public roads in a clean, dust and mud free, condition at
all times. Also, it Is the contractors responsibility For any cleaning/removal of any sediment on public or
private roadways.
Erosion and sed!WaN, control program=
1. Hold pre -construction meeting on site with Inspector.
2. Clearing and grubbing For sediment control devices only (construction entrance, silt fence, tree save
areas)
3. Placement of sediment control devices,
4. Obtain inspector's approval prior to beginning grading operations.
5. Clear and grub remainder of site.
6. Rough grade site.
1. Install drainage devices with sediment control.
8. Final grading.
9. Restoration and stabilizatlon of disturbed areas.
10. Remove erosion and sediment control measures with the approval of the fnepector.
Note: The. Frederick county public works and engineering department retain 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 achodl,le (soil stabilisationA
1. All permanent seeding shall be in accordance with section 332 of the vesch
2. Spread topsoil at a minimum depth of Four (4) inches.
3. Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 Ibs. Per 1,000 square
feet (2 tons per acre).
4. Fertilize with 10-10-10 fertilizer at a rate of 23 Ibs per 1,000 square Feet (1,000 Ibs per acre).
5. Seed all areas with a seed mix consisting of 61% kentucky 31 tall Fescue and 33% red top clover.
6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 Ibs per acre anchored with
cutback or emulsified aephalt applied at a rate of 200 gallons per acre.
Dust controlk
1. Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic.
2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet and
repeated as needed to control dust.
FOIE EROSION AND SED IMENT CONTRfjL IF 11
DRIP LINE
PROTECTIVE
MAXIMUM I
CLEARING
PROPOSED
IS LESS THAN
5 r�
CONSTRUCTION OPERATIONS RELATIVE
TO THE LOCATION OF PROTECTED TREES
Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976
Plate 3.38-1
STONE CONSTRUCTION ENTRANCE
ExlsnNG
70' MIN.
A
FILTER CLOTH-- 6- MIN. I A I
SIDE ELEVATION
12' MIN.
70' MIN.
B WASHRACK
/-(OP770144L)
-VDOT /1 I I POSITIVE DRAINAGE
COURSE AGGREGATE 6 TO SEDIMENT
TRAPPING DEVICE
• MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS PLAN VIEW
OPERATION
FILTER CLOTH-� SECTION A -A
RE
SECTION B-B
10' MIN.
EXISTING -
PAVEMENT
MOUNTA6LE BERM
(OPTIONAL)
0' fIMIN
EXISTING
PAVEMENT
IO' MIN.
SOURCE ADAPTED from 198,E Mor�tond Standards for 5617 erosion and Sediment Control and 14D. DSWC Plots 3.01-1
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.
FLOW
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH
FLOW
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
�Ilul'
I
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from Installation of Strae and Fabric Filter Barriers for Sediment Control, PIATE. 3.05-1
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DATE: 10/25/11
SCALE: 1" = 50'
DESIGNED BY: RLK
FILE NO, 5387N
SHEET 2 OF 4
11-20
1"itif VA
r �/X
to � , � 4�.. �.� . � " � ��� �•�
I, I� PROPOSED AT&T
_ TatdOMMUNIIONS TbWER _
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FfTP1 -
NOTES:
or
cti srrrt !�1 THE EXISTING AT&T TELECOMMUNICATIONS
TOWER LOCATION IS 5.7 MILES FROM THE
WINCHESTER AIRPORT MEASURED FROM THE
- I APPROXIMATE CENTER OF -i HE AIRPORT
PARCEL TO THE TOWER LOCATION.
I
s�,"' �,� .�+ d � 2. FREDERICK COUNTY DIGITAL TAX MAPS USED
« _ n I FOR VICINITY MAP AND DISTANCE
CALCULATION.
3. THE TOWER WILL BE 120' AGL.
GROUND = 679' AMSL
\ - ; Cl ,�, /1' o ��:, 'xh r � TOP OF TOWER = 799' AMSL
• p� WI GHc FF. AIRFORT
st<�l r� ` me �,/' `` r\Y�7
� f•f � ".,.�.
++ ii, '� � v !" �.� eat 7nr C ��eC •�
�„, "o
mom �0 - 2500 0 2500 5000
AT� > _ / u " '`� ;` 5GALE: 1" = 2500'
WINCHESTER REGIONAL AIRPORT VICINITY MAP
NOBS
1. ALL EQUIPMENT FOR THE TELECOMMUNICATIONS TOWER WILL
RESIDE INSIDE THE EXISTING POP FACILITY.
(I -STORY CONCRETE BUILDING ON TM 43-A-130)
2. DRAINFIELD RESEARCH ON EXISTING PROPERTIES WAS
INCONCLUSIVE OF EXACT LOCATION OF EXISTING DRAINFIELDS.
CONTRACTOR TO FIELD LOCATE PRIOR TO CONSTRUCTION.
3' NON EXCLUSIVE EASEMENT
2.0' - EX. FENCE -- ---- ----
EX. EGJ
11'-7x30' LESSEE BLDG. 9.3' EX. SHED
--
EX.
9"4 Ilk
EQUIPMENT
BUILDING
EX.
TOWER
PROPOSED MESA
CABINET DISCONNECT ,
FTF] SWITCH MOUNTED ON
4"x4" WOOD POST
PROPOSED MESA
CABINET MOUNTED ON
36 "W x 60"L x 36 "D
HANDHOLE
PROPOSED THREE (3) o--- - ---.--
POSITION VERTICAL
METERSTACK MOUNTED
ON 4' ELECTRIC
SERVICE BACKBOARD
PROPOSED UTILITY
COMPANY GRADE
MOUNTED TRANSFORMER
DIMENSION PLAN
10 5 0 10 20
SGALE: 1" = 10'
NOT • SCALE
_611 21-A VDOT STONE
—COMPACTEDc -.
PAVEMENT DE51GN BASED ON -•D_- DE51GN VALVE OF •
OF -•DFOR ACTUAL DETERMINATIONOF REQUIRED
PAVEMENT SECTIOPRIOR • CONSTRUCTION.
S 2g°10'01r1
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232.55'
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INST. No. 01001406D w 4)
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Lic. No. 32809
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CABLE EASEMENT -^- wT 5u/ !
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20' FIBER OPTIC O
GABLE EASEMENT ,r
20.105STRIP CONTAINING
6EACRE DEDICATED
ti� �uCp�`` •, 1 I�'o� �/ s[u �! TO FREDERICK COUNTY FOR FUTURE
ROAD WIDENING PURPOSES PER
INST *110004982. DATE: 10/25/11
\ ` i✓Tom` ` (( QO �! x =
61� SCALE: 1" 30'
TELEPHONE 4g \� S � p ' po 50 15 O 30 60 DESIGNED BY. RLK
`\MAW,ER
SGALE: 1" = 30' FILE NO. 5387N
SHEET 3 OF 4
I
E 11-20
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