HomeMy WebLinkAbout20-10 AT&T Tower Location Pla - Cell Tower - Stonewall - Backfile (2)CENERAL NOTES VOOT CENERAL NOTES LECEND VICINITY HAP C3
I 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' Z
d specifications and/or current VDOT standards and specifications. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion EXISTING INTERMEDIATE CONTOUR
County construction standards an and Sediment Control Regulations, and any other applicable state, federal or local regulations. In, case of
2. Measures to control erosion and siltation, including detention ponds serving as silt basins durin a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent EXISTING INDEX CONTOUR 330
construction, must be provided prior to issuance of the site development permit. The approval of tfiese plans shall govern.
in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and 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 OLD CH �s
Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. TOWN R UA
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of PROPOSED EDGE OF PAVEMENT LU
Tranuortation V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be
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(VDOT and Frederick County prior to construction in existing State right-of-way. in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic EXISTING CURB AND GUTTER Es
-4
.14(c) of the VDOT Road and Bridge PROPOSED CURB AND GUTTER r,
mit by VDOT when such permit is control flaggers must be certified in accordance with Section 105 ")
4. A roval of this plan does not guarantee issuance of an entrance per Specifications. CO
require under State law. TRANSITION TO REVERSE CURB
onnel. "A joint inspection will be V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including -T - - - - T- - - --T-- -
5. The exact location of all guard rails will be determined by VDOT pers EXISTING TELEPHONE LINE UJ
ate / public utility companies.
held with the Develo er, County Representatives, and Representatives of the Virginia Department of traffic signal poles, junction boxes, controllers, etc., owned by VDOT or priv;
to determine if and where guard rail and/of paved ditches will be needed. The It is the sole res of the developer to locate and identify utility facilities or items that may be PROPOSED TELEPHONE LINE T -S� 4:
tgonsi 1: d
Transportation (VDOT� 11 - Q C)" 4,
int inspection. in conflict with e proposed construction activity. VDOT approval of these plans does not indemnify the -4 SITE
develo�er will be responsible for providing guardrail and paved ditches as determined by this jo developer from this responsibility. EXISTING STORM SEWER �7 LU
Re 0 04
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 CO 3:
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a subj�ct to change as deemed necessaqhby VDOT. Any additional expense incurred as a result of any field EXISTING SANITARY SEWER --s - - - - S- - - -
representative of the developer must be available at all times. revision shall be the responsibility of e developer. PROPOSED SANITARY SEWER S UJ
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land EXISTING ELECTRIC SERVICE E - - - - E - - - - E - - - ROUTE37
Control Devices (MUTCD). use permits for any work within VDOT right-of-way. PROPOSED ELECTRIC SERVICE E
8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and
embankment. held by the engineer and/or developer with the attendance of the contractor, various County agencies, EXISTING GAS LINE G - - - - 0
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less utility companies and VDOT prior to initiation of work. PROPOSED GAS LINE G SHEET INDEX
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. V8. The contractor shall notify the local VDOT Residency Office when work is to be in or cease for any PROPERTY LINE
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undetermined length of time. VDOT requires and shall receive 48 hours advance no ice prior to any COVER SHEET I
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits EXISTING EASEMENT LINE
indicated on the plans and as required at the field inspection. required or requested inspection. PROPOSED EASEMENT LINE 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 SITE PLAN AND DETAILS 3
Nublic roadway via a construction entrance that is constructed and maintained in accordance with CENTERLINE
be minimum 6" diameter and conform to VDOT standard SB-1. ection 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than p�operties affected by this project shall be maintained through construction. The Developer shall have, EXISTING TREE LINE
one litter receptacle shall be provided at the construction site. within the limits of the project, an employee certified by the Virginia Department of Conservation and, FLOW LINE ... . ...
Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices V) V) V)
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13. The contractor shall provide ade uate means of cleaning mud from trucks and/or other equipment prior and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly FENCELINE -X -X -X 0 Z Z
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to entering public streets, and it is tile contractors responsibility t� clean streets, allay dust, and to take rectified. E-
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
EXISTING TELEPHONE PEDESTAL 0 0
end of construction. U) 0 V)
14. Notification shall be given to the appropriate utility compan� ior to construction of water and/or EXISTING WATERLINE W/ TEE --w - - - - W- - f-T4- W- - - Z Z E-
h pr
Information should -also be obtained from e appropriate authority concerning permits, C4 Z
sanitary sewer lines. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum Z Z r4 W
cut sheets, and connections to existing lines. PROPOSED WATERLINE W/ TEE RA9 U
thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at 4PPROVAL 0
conflict points. 0 9
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the EXISTING FIRE HYDRANT/VALVE/METER 1 0 0 0
c=�z� z-� V) 13� U
current standards and specifications of the Frederick County Sanitation Authority. unsuitable soils, springs, sinkholes, voids, caves, etc. 01� � 041 C:) CZ)
V12. Any unusual subsurface conditions (e. . PROPOSED FIRE HYDRANT/VALVE/METER C& 0 (D 0 U Z Z >-
16. The location of existing utilities shown in these plans are taken from existinll records. It shall be the encountered during the course of construlon shall be immediately brought to the attention of Le PROPOSED REDUCER - N No. SITE PLAN NUMBER Q4 E-
contracto responsibility to verify the exact horizontal and vertical location of a existing utilities as needed engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the Z
engineer and approved by VDOT. b
Ir s SIGNS E- E- 0
prior to onstruction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT Z Z 6
Z �D �:)
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be 0 0
result of his construction project within or contiguous to the existing right-of-way. present to insure the sample obtained is representative of the location. When soil samples are submitted PARKING INDICATOR Al2
18. When grading is proposed within easements of utilities, letters of permission from all involved companies to private laboratories for testingnthe samples shall be clearly identified and labeled as belonging to a INDICATES THE NUMBER OF TYPICAL PARKING SPACES
roject to be accepted by VDOT a d that testing shall be performed in accordance with all applicable
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site �DOT standards and procedures.
development permits. CD C) 4 -4 4
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be HANDICAP PARKING 4 4 4 4
19. The developer will be res onsible for the relocation of any utilities which is required as a result of his I I I I
project. The relocation shoulN be done prior to construction. compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T99 E4 0) (n t- CO C)
Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street o CV 0 CV
VEHICLES PER DAY COUNT I 1 1
20. These plans identify the location of all known gravesiLes. Gravesites shown on this plan will be protected right -of. -way. At the direction of VDOT, density tests shall be performed by a qualified independent 4 �0 %.L;
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 0 -4 0 C) 0
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 V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION T H op
Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the specified by VDOT.
approved plan. PROPOSED SANITARY LATERAL CLEANOUT S
A V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet PROJECT INFORAIA TION
22. Controlled fills shall be compacted to 95% of maximum density as determined by method per standard VDOT minimum design tandards and is the responsibility of the developer.
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered 5ET5ACK REQUIREMENT$: APPROVED C4)INDITION RANDY L, KEPLER
iDrofessional enaineer and results submitted to Frederick County prior to pavement constructi4on. If a SANITARY MANHOLE IDENTIFIER
keotechnical refort 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 marking3 shall FRONT YARD: 35' 1. ALL REVIEW 46ENCY COMMENTS AND REQUIREMENTS SHALL �O Lic , No 32801)
P Iled by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following SIDE YAF;V: 15' BE COMPLIED WITH AT ALL TIMES.
be insta A-
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed the Manual On Uniform Traffic Control Devices. REAR YARD: 50' 2. THE TOWER SHALL BE AVAILABLE FOR COLLOCATM 0�,Zq:-T-
days, but not more than ten (10) working days, prior to STORM. DRAIN STRUCTURE IDENTIFIER PERSONAL WIRELESS SERVICES PROVIDERS. orc 41-
excavating or blasting at least two (2) workin 3. A MINOR SITE PLAN SHALL BE APPROVED BY FREDERICK
commencement of excavation or demolition. �ames and telephone numbers of the and operators underground V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the PARCEL TAX MAP NO 43-A-130 0OUNTY. 1 10 AL
utilit, lines in Frederick County appear below. These numbers shall also be used to serve in an emergency start of construction. Copies of all invoices for materials utilized within any dedicated street STREET ADDRESS 2042 MARTINSBURG PIKE 4. PRIOR TO 51TE PLAN APPROVAL, PROPERTIES MUST BE
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condition. right-of-waX must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit EXISTING SPOT ELEVATION X WINCHESTER VA 22604 CONSOLIDATED#.
24. All utilities to be located underground. and total. prices may be obscured. TOTAL AREA: 3.21a5 AC 5. THE TOWER SHALL BE REMOVED BY THE APPLICANT OR
V19. Aggre&ate base and subbase materials shall be placed on subgrade by means of a mechanical PROJECT AREA: 3.2155 AC PROPERTY OWNER WITHIN TWELVE (12) MONTHS OF
PROPOSED SPOT ELEVATION DISTURBED AREA 023 AC ABANDONMENT OF OPERATION.
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. sgreader. Density will be determined using the density control strip in accordance with Section 304 of X ro. IN TWE EVENT A TELECAOMMUNICATIONS TOWER 15 NOT
t e VDOT Road and Bridge Specifications and VTM-10. A certified tion technician shall perform ZONEP RIF ERECTED WITHIN TWELVE (12) MONTHS OF THE APPROVAL OF
com)acl
these tests, Certified copies of test reports shall be submitted to VD�T daily, unless specified otherwise. USE-. COMMUNICATIONS FACILITY THIS CONDITIONAL USE PERMIT, THE CUP WILL BE DEEMED
In addition to checking stone depths, a VDOT r�presentative shall be notified and given the opportunity LIGHT POLE TOWER WEIGHT: 120'- INVALID.
Note: Any place within these _plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. to be present during the construction and testing of the density control strip. TOWER TY : LATTICE TYPE. 1. ANY EXPANSION OR MODIFICATION OF THIS USE WILL
FCSA CONSTPUCTION NO TES V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and A WAIVER WAS APPROVED BY THE COUNTY BOARD OF SUPERVISORS REQUIRE A NEW CONDITIONAL USE PERMIT.
'fied in Section AT THEIR NOVEMBER 10, 2010 MEETING To ALLOW FOR LATTICE TOWER 8. AIRCRAFT WAFNING LIGHTS (AWL) SHALL BE PLACED ON
Bridge Specifications. Density shall be determined using the density control strip as 1 SURVEY AND TOPOCRAPHIC INFORMATION CONSTRUCTICN. THE TOWER
315 and VTM-76. A certified compaction technician shall perform these tests. Certifie copies of test - 9. THE TOWER SHALL BE LIMITED TO TWO MICROWAVE DISHES.
reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be
I . The Authority's Water and Sewer Standards and Specifications are available at notified and given the opportunity to be present (luring the construction and testing of the control strip. 1. Boundary survey was performed by:
Www.f c sa -water. com <http: / /www.f csa -water. com > - V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and GREENWAY ENGINEERING Dated: 7/16/10 LAND5c-APIWj REQUIREMENTS E-
2. The water and sanitary sewer portion of the plans are valid for three years from date of 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 19 REQUIRED. C-)
FCSA approval. 2. Aerial, horizontal and vertical control surveys were FC IN$PECTIQN$ CONEATION
foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for 1. STRUCTURE SHALL COMPLY WITH THE VA UNIFORM STATEWIDE
3. The contractor shall adhere to the Authority's standards and specifications in effect at the a��roval prioroto placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard performed by: GREENWAY ENGINEERING 2010 PnVIQU$ SITE PLAN: 040-08 BUILDING CODE AND SECTION 312, USE GROUP U (UTILITY AND E-
time of con P _1. -ble foundation is encountered, the foundation design -)'OF THE INTERNATIONAL BUILDING CODE 2006. THE
struction. Where s ft, yielding, or otherwise unsuita (Year) MISC
4. 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. WINC14E$TE�R REGIONAL AIRPORT 5TRI.ICTURE 15 REQUIRED TO COMPLY WITH CHAP 15 4 1(5 OF THE Z
5. The contractor shall connect a new sewer line to an existing manhole by core drilling the 3. Aerial topographic mapping performed by: 1. OONDITIONAL USE PERMIT (CUP) "-10 REQUIRES AIRCRAFT WAFNIWi LIGHTS 151 200(o FOR STRUCTURAL LOAD, AS WELL AS, SECTION 3108
manhole. V22. The foundations for all box culverts shall be investigated by means of exploratory borin vanced
gs ad Dated: BE PLACE ON THE TOWER AS IDENTIFIED IN C-ONDITION18ON THIS FLAK FOR TOWERS. a.
6. 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 E4
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 2. AIRCRAFT WARNING LIGWTIWG SPALL BE INSTALLED ON THE Top OF THE 2. FENCIWG GREATER THAN 6 FEET IN HEIGHT WILL REQUIRE A Z
engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT TOWER BASED CN THE FOLLOWING 5PECIFICATIONS- DUAL L-810 STEADY BUILDING PERMIT.
The contractor shall submit an Application for Wet Tap and pay the required fees. Road and Bridge Standar(f PB-1. Contrary to the Standard, where rock is encountered and cast -in -place BURNING DOUBLE RED OE3STWCTION LIGWT-3 AS DEFINED BY FAA ADVISORY 0
7. Exact locations of water and sewer services on new lines to be coordinated with the box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise CIRCULAR AC-101460-K CW32, C145, SECT $3. 3. THE NEW 120' TOWER SHALL BE LOCATED AND EQUIPPED P W 0
Authority's inspector. unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall WITH STEP BOLTS AND LADDERS 50 AS TO PROVIDE READY 06 < E- U
s through 2 Cf)
8. The Authority's maintenance division shall furnish and install all water meter be determined by the engineer and approved by VDOT. A PPR 0 VAL 3. THE MICROWAVE TOWER AND AIRCRAFT WAR4IW3 LIGWTIW-3SWALLBE ACCESS FOR INSPECTION PURPOSES. THE TOWER SHALL NOT Q
inch in size. It is the contractor's responsibility to have the meter box assembly installed REG15TEFF-D WITH THE FAA AND AFFIROVED PRIOR TO INSTALLATIOR CRO56 OR ENCROACH UPON ANY STREET OR OTHER PUBLIC
correctly. Before a permanent meter is installed: V23. Approval of these plans shall expire three (3) years from the date of the approval letter. SPACE, OR ENCROACH UPON ANY PRIVATELY OWNED 0
a. The meter box, with its frame and cover, must be properly aligned with the 4. ANY FAILURE OR MALFUNCTION THAT LASTS MORE TWAN 30 MINUTES AND PROPERTY WITHOUT WRITTEN CONSENT OF THE OWNER OF THE _J
AFFECT$ A TOP LIGHT OR FLASHING OBSTR.,r-TION LIGHT ON THE TOWER ENCROACHED UPON PROPERTY (SEC 31082-LOCATION AND >
coppersetter. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as SHOULD BE IMPORTED IMMEDIATELY BY CALLING 811-4al-6861 50 A ACCESS). cc
b. The frame and cover shall be set to final grade. specified by VDOT. NOTICE TO AIRMEN (NOTAM) CAN BE ISSUED. AS SOON AS NORMAL U W
C. The distance between the top of the cover and the coppersetter shall be between 4. SPECIAL INSPECTION$ PER CHAP 11 IBc- 2006 APPLY TO
OPERATION 15 FZESTORED CALL all-4814otVol 60 THE NOTAM CAN BE
18 and 21 inches. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in FIRMERIICK COUNTY ZONING ADMINISTRATOR DATE REMOVED. FLEASE CALL THE SAME NUMBER TO EXTEND THE OUTAGE DATE. THIS STWCTURE. 0
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) SEE WEB SITE oeaaa.faa.gov/oeaaa/externai�/c.ontent/ligiloutagereportingiop
9. For services that connect to existing lines: after grading is mostly complete. for details. 5. SNOW BRIDGING REQUIRES A BUILDING PEWIT.
a. The Authority shall furnish and install: YEARS FROM THE DATE OF PLANNING APPROVAL RELOCATIONJADDITICNAL ANTENNAS REQUIRE A BUILDING
I . all 5/8"x3/4", 1", 1 W' and 2" water services FIRE HARSHAL'S NOTE 5. IN THE EVENT THAT C04DITION 08 OF THE Ar,rROVED CUP 16 NO LONGER FEWIT. PLANS SUBMITTED FOR REVIEW SHALL BE SEALED BY z
2. all sewer services. DESIRED BY THE COUNTY, A REQUEST MUST BE FILED WITH THE FAA TO A vA REGISTERED DESIGN PROFESSIONAL. FENCE$ GREATER C
Fire lane markings and signage CONSIDER THE REMOVAL Or- THE REGISTERED AIRCRAFT WARNING LIGWTI% THAN ro FEET REQUIRE A BUILDING PERMIT. E-
b, The contractor shall: Any "No Parking" signs and yellow painted curb locations will be installed ON THIS TOWIER. THE FAA WAS THE FINAL DETERMINATION REGARDING THIS
1 coordinate the location of the service lateral with the Authority's engineering by field inspection at the direction of the Fire Marshal's Office. REQUEST FIER FAA ADVISORY CIRCULAR AG-10/1460-1K.
assistant
2. submit an Application for Service and pay the required fees.
10. All water lines must have a backflow prevention assembly (double check valve or RPZ, as TRIP GENERATION DATA Project Name: Project Number:
required). The assembly must meet ASSE standard number 1015 or 1013. CLASS USE DWELLING UNITS TRIP RATE TRIP RATE USE VPD A T&,- T TOWER LOC-121-11TION PLAN 5387
11. All fire lines must have a backflow prevention assembly (detector double check valve or
RPZ, as required). The assembly shall meet ASSE standard number 1046 or 1047, Any
exterior, privately owned fire line shall also have a fire service meter. This assembly 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 JULY 20, 2010
12. The Authority shall review the mechanical plan(s) for design and material approval of a
building's: TAIEN FROM ITE TRIP GENERATIO� 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE: 7/20/10
a. Domestic water meter and its backflow prevention device, and/or its ONE AT&T WAY
b. Fire service line's backflow prevention device. UTILITY CONTA CTS AT&T CORP. BEDMINSTER, NJ 07921
908-234-8819 SCALE: AS NOTED
13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to Water/ Frederick County Sanitation Authority Phone: Verizon
operate and a copy of the stations DEQ approved O&M manual. These documents must be Sewer: P.O. Box 1877 P.O. Box 17398 Developer: Address, Including Zip Code & Telephone No.
received before substantial completion is issued and water meters released. Winchester, VA. 22604 Baltimore, MD 21297 ONE AT&T WAY DESIGNED BY: WRS/RLK
(540) 868-1061 (301) 954-6282 AT&T CORP. BEDMINSTER, NJ 07921
Power: Allegheny Power Gas: Shenandoah Gas Co. 908-234-8819 FILE NO. 5387
P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
HANDICAPPED PARKINC NOTE Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL LANE SHEET 1 OF 3
Handicapped parking spaces and aisles shall slope 1-800-654-3317 (540)869-1111 GREENWAY ENGINEERING WINCHESTER, VA 22602
no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 (540) 662-4185 10-14
MINIMUM CONSTRUCTION
STANDARDS NARRATIVE
AN EFRO51ON AND SEDIMENT CONTROL PROGRAM ADOFTED WITH TP15 PLAN MUST BE
CON516TENT WITH THE V51EC�4 FOR 4VAC50-30-40 MINIMUM STANDARDS:
1. PERMANENT OR TEMPORARY 601L STABILIZATION SHALL BE APPLIED TO DENUDED
0 AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE 15 REACHED ON ANY PORTION OF THE
SITE. TEMPORARY SOILS STABILIZATION SHALL BE APPLIED WITHIN51EVEN DAYS TO
'01"W 201,14'
DENUDED AREAS THAT MAY NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR
LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS
P1
THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR
2. DURING CONSTRUCTION OF THE PROJECT, 501L 6TOCKFILE5 AND BORROW AREAS
SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE
CONTRACTOR 15 RE5FON5115LE FOR THE TEMPORARY PROTECTION AND PERMANENT
VaTA AW,4_E F�Wlt5 ARC LEN67M I rANI5fN7_I640PV OEARIAO I CHORP LEN16TH STABILIZATION OF ALL 501L STOCKPILES ON 51TE AS WELL AS BORROW AREAS AND
01-0025- 111411.20'1 227-15' 1 113/,3' 1 N-W-5005-E 1 22 7-.2'
SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
C2 01-lavq- Iu_-qq_2o' 23255' 1 1628' 1 N_1q7.5F'14-E 2-32-54'
3.4 PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS
NOT OTHERWISE PERMANENTLY STABILIZED. FEWANENT VEGETATION SHALL NOT BE
PI .1 4-A 1' CON51DEIRED ESTABLISHED UNTIL A GROUND COVER 15 ACHIEVED THAT, 15 UNIFORM,
MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
4.,5EDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN
4015
4�3. ANY LAND-DI5TURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UP5LOFE
'033.7e,,,, LANE) DISTURBANCE TAKES PLACE.
5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS
DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
(o. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE CONSTRUCTED BASED UPON THE
TOTAL DRAINAGE AREA TO BE 5ERVED BY THE TRAP OR BA51N�
A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS
PEIR ACRE OF DRAINAGE AREA AND THE TRAF5HALL ONLY CONTROL DRAINAGE
AREAS LES5 THAN THREE ACRES.
TREE SA�,r�
Ex. 114VIF I -Mr. B.5URFACE RUNOFF FROM DISTURBED AREAS THAT 15 COMPRISED OF FLOW FROM
[DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRE55HALL BE
it CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM 5TOF-4GE CAPACITY OF A
SEDIMENT E3A5IN5PALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE
L41 DCW
AO -A OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE
- rr!,
1,,,Ar,A1-X BA61N DURING A TWENTY-FIVE YEAR STORM OF 24-POUR [DURATION. RUNOFF
AND GRADINS
N_ COEFFICIENTS USED IN RUNOFF A BARE EARTH CONDITION OF TH06E CONDITIONS
EXPECTED TO EXIST WHILE THE SEDIMENT BASIN 16 UTILIZED.
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C
T"
TOA
C E) R
X
I0'xI0' LATTICE)
TOWER BAS�,
1, CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTION A MANNER THAT
_A1
WILL MINIMIZE EROSION. 5LOFE5 THAT ARE FOUND TO BE ERODING EXCESSIVELY
F� -
n il
WITHIN ONE YEAR OF PERMANENT 5TAE31LIZATION SHALL BE PROVIDED WITH
a ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM 15 CORRECTED,
Jl,'
8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL 5LOPE5 UNLE55
r, lit f CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR
mill,
YA SLOPE DRAIN STRUCTURE.
9. WHENEVER WATER 5EEF5 FROM A 5LOPE FACE, ADEQUATE DRAINAGE OR OTHER
PROTECTION SHALL BE PROVIDED.
Urt L C,%r' 10. ALL STCW 5EWER INLETS THAT ARE MADE OPERABLE DURING CON5FRUCTION
TOr - 6 IC- 571 SHALL BE PROTECTED 50 THAT 5EDIMENT-LADEN WATER CANNOT ENTER THE
CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO
REMOVE SEDIMENT.
E
11. BEFORE NEWLY CONSTRUCTED 5TOFRMWATEIR CONVEYANCE CHANNELS OR FIFES ARE
'D
MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRE
TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE
r CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
5 68-03'i3' E In
21
12, WHEN WOW IN A LIVE WATERCOURSE IS PEF)FORMED, PRECAUTIONS SHALL BE
'12 ecr* TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND 5TA51LIZE
THE WORK AREA TO THE GREATEST EXTENT F0551BLE DURING CONSTRUCTION.
2r, rel crTic NONEIROIDIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAU51EWAY5 AND
'Arlj� E r - ------- I-?-, F 'FCLE4PITk.-,
C, ,11+7 W�7 4 t LII 1IT
COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY
NONERODIBLE COVER MATERIALS.
S
20'WIDE STRIP C414TAINING
0.hM6 ACRE DEDICATEE) 13. WHEN A LIVE WATERCOURSE MUST BE CRO55E[D BY CONSTRUCTION VEHICLES MORE
TO FREDERICK COUNTY FOR FUTURE
"y ROAD WIDENIN53 FURP05ES PER THAN TWICE IN ANY 51X-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM GRO55ING
N5T PIOW4W2. CONSTRUCTION OF NONERODIBLE MATERIAL SHALL BE PROVIDED.
N r73*37'31" W
2002, 14, ALL APPLICABLE FEDERAL,5TATE AND LOCAL REGULATIONS PERTAINING TO
4i 4&:l
i.�� WOWING OR CROSSING LIVE WATERCOURSES SHALL BE MET.
Ill 14*4W -
15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY
AFTER WORK IN THE WATERCOURSE IS COMPLETED.
I(o. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE
FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN �,00 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
'=1 WNT
50 25 0 50
5GALE: I "
EFOSICN/eEDIMENT C;CNTFCL LEGEND
NO, KEY 5YMBOL
3.02 gm
3.05 X----X- X
DE5GfRIFTION
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
SILT FENCE
LIMITS OF CLEARING 4 GRADING
DRAINAGE [DIVIDES
15. EXCAVATED MATERIAL 5H4LL BE PLACED ON THE UPHILL 51DE OF TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED
THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGE[) IN A
MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE
PROPERTY.
D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN
'el�;l 100 ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC
ROADS, PROVISIONS SHALL BE MADE To MINIMIZE THE TRANSPORT OF SEDIMENT BY
VEHICULAR TRACKING ONTO THE PAVEID SURFACE. WHERE SEDIMENT ISTRAN15PORTED
-AC
ONTO A PAVED OR PUBLIC ROAD 5URIF E, THE ROAD 5UI`;Z_ACE SHALL BE CLEANED
THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A5EDIMENT CONTROL
DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER51EDIMENT 15
REMOVED IN TH15 MANNER TH15 PROVISION SHALL APPLY TO INDIVIDUAL
RE5FON515LE LAND b_15TUFBER� DEVELOPMENT LOTS AS WELL AS TO LARGER LANE) - D I-5TURB ING ACTIVITIES.
NAME: 15.ALL TEMPORARY EROSION AN[) SEDIMENT CONTROL ME45URES SHALL BE
REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE
GERTIFICATION 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 D15PO51TION OF TEMPORARY MEASURES SHALL BE
PERMANENTLY 5TABILIZEID TO PREVENT FURTHER ER05ION AND SEDIMENTATION. NO
THE RE5PON515LE LANE) [)I5TUR5ER EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE
15 TqE f=4RTY fRE5FCN5IE3LE FCR PERMISSION OF THE SHENANDOAH COUNTY INSPECTOR
CARRYINC� OUT THE LAND D15TUR5ING IB. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE
ACTIVITY 45 5ET FORTH IN THE PLAN5, PROTECTED FROM SEDIMENT DEP0,51TION, ER05ION AND DAMAGE DUE TO INCREASES
IN VOLUME, VELOCITY AND PEAK FLOW RATE OF 5TORMWATER RUNOFF.
20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE
EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND
E31CLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF T14E STATE.
(ATO Tomw Location M&O
Brostion &W 6ed1mant Comrol tilarrative
Pro.Wga dWCrJAkXb This project Is located At 2060 Martinsburg Pike, Winchester, VA 22604. After lot
consolidation t�e total site Area "Ill be 3.2185 acres of which approximately 0.23 acres will be disturbed for
construction. This project consists or the construction of a tower with a base of 10' x 10' square for AT41T.
Date of cor*U%ct Construction will beein following land disturbance permit approval.
ExMtkyg afl& canditilorg 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 or the land is relatively
Flat with 2 to 3% grades with the exception or 0entIV sloping terrain near the back of the lot.
AdJaCgiiii, pEgpilido 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,
offelts No disturbance will be required orr site.
§gjkj 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 14E3 - Frederick- Pop I Imento loams, 2 to I percent slopes,
CrI11cal are"s No existing critical areas or slopes are located on this site,
Erosim aid oadimaIlt coWol mwarfts Unless otherwise Indicated, all vegetative and structural erosion and
sediment control measures "I] be constructed and maintained according to the minimum standards and
specifications or the Virginia Erosion and -c-ediment Control Pandbook.
ftvmra I measures:
"use It
Construction entrance with wash racks (3-02) &hall be provided to the project area From the existing entranc-e
on Martinsburg Drive to minimize mud carried onto the road, The construction entrance and wash rack "I[
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) "1] be placed on all critical slopes (3d or greater),
on cliverson dikes, on sediment trap berms and as needed to stabilize disturbed areas.
Ph@** [is
All controls Installed In phase I to remain For the duration or the project.
61agN211s gram
Stockpiles will be kis-pt onsite and are will be stabilized with temporary seeding and protected with silt Fence.
ye"Attyp mmillum!
vegetative stabilization 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 Is
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 (ro) months.
Topsoil that has been stockpiled shall be surrounded with silt Fence and protected by mulch and/or temporary
vegetation immediately after grading,
tiffiveffact fladm :
Construction shall be sequenced such that grading operations will begin and end as quicilkIV as possible.
Pams, 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 shall be responsible for the Installation and maintenan�ce of all erosion and sediment
control measures. Maintenance or these measures throughout the project Is critical to the effectiveness or the
program.
All temporary controls of-oll be removed within 30 days once no longer needed. Trapped sediment must be
removed, graded and stbilized,
After areas above controls have been stabilized, the oontrols "]I be cleared up and removed.
Electric power, telephone, storm, sanitary, water 4 gas supply trenc�hss are to be compacted, seeded ancl
mulched within five (5) days after backfilling. No more than 5oo Feet are to be open at any one time.
All cut and rill slopes are to be seeded and mulched Immediately from completion or grading,
Drainage swales "I] be stabilized with check dame until vegetation has been well established, at which time the
c�-Ieck dame, oha I I 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 8ddltlonal measures to those shown, do needed, In order to control erosion and
contain sediment on site. All measures shall be installed according to the standards and specifications in
the vireinla erosion and sediment control handbook.
6torm"tw "Neawit,
No storm water management Is necessary for this site since the impervious area is not Increasine.
Miliumarice programs
All control measures shall be inspected daily by the site superintendent or his representative and within 24
hours after AN storm event greater than 05 lnc�-Ies of rain per 24-hour period. Any damaged structural
measures are to be repaired by the end or the day. 5eeded areas "I] be c4-ecked regularly to ensure
that a 0ood stand or grass is maintained. All areas shall be Fertilized and reseeded as needed until erase
is established.
Trapped sediment is to be removed as required to maintain !)0% trap efficiency and disposed or b,y
spreading on site.
Inlet protection shall be checked regularly for sediment build-up. IF the gravel outlet 18 clogged b�
sediment, it shall be removed and cleaned or replaced immediately.
The contractor is 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.
Eroellon &-A sedlimeilt coftrol programs
1. Pold 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 or sediment control devIces.
4. 0lotain Inspector's Approval prior to beeinnin2 grading operations.
El. Clear and grub remainder or site.
(o. Rouclh grade site.
1. Install drainage devices with sediment control.
a. Final grading.
Restoration and stabilization or disturbed areas.
10. Remove erosion and sediment control measures with the approval of the Inspector.
NOW: 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.
6*odhg edwdule (soil sUbilizatlic"A
1. All permanent seeding shall be in accordance with section 332 or the vesch.
2. Spread topsoil At a minimum depth or four (4) Inches.
3. Incorporate pulverized Agricultural limestone into the topsoil at a rate or 132 lbs. Per IOW square
feet (2 tons per acre).
4. Fertilize with 10-10-10 fertilizer at a rate or 23 lbs per IOW square Feet ooW lbs per acre),
F% Seed all are4e, with a seed mix consisting or 61% kentucky 31 tall rescue and 33% red top clover.
& Mulch all seeded areas with straw mulch applied at A rate of 3'EZ0 The per acre anchored with
cutback or emulsified asphalt applied at a rate of 200 gallons per acre.
1XIIIIIIIII, cortrolls
1. Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic.
2. All haul roads and other heavy trarric routes shall be sprinkled with water until the surface is wet and
repeated as needed to control dust,
FOR EROSION AND SEDIMENT CONTROL ONLY Milo
DRIP LINE ----------------
PROTECTIVE DEVICE
A
MAXIMUM LIMITS OF
CLEARING AND GRADING
PROPOSED GRADING
MIN. 5'
WHERE DRIPLINE
IS LESS THAN
5'
CONSTRUCTION OPERATIONS RELATIVE
TO THE LOCATION OF PROTECTED TREES
Source: Llublic Facilities Manual, Vol. 111, Fairfax Co., Va., 1976 Plate 3.38-1
STONE CONSTRUCTION ENTRANCE
70' MIN. FWS "NO
A
a a a a a 7ab Tat
MOUNTARLE BERM
FXTER CILOTH-1 6' MIN. A (OPTIOW)
SIDE ELEVATION
70' MIN.
r(WASHRACK MIN.
OPTOW)
10' MIN.
f2' W EXISTWG
PAVEMENT
91
�Vvor /1 10
COURSE CGREGATE TO SEVOMENT
B T?WPING VEME
MVST ff"O Mill MOTH
Or /Ar.RM AND ECRIESS
OPV?A TION PLAN VIEW
12' MIN.
WAI.
MIN.
FX TER Ct 0 TH SECTION A -A
6'-7*
REINFORCED CON RETE AIN SPACE
SECTION B-B
SOURCE AWITV from 198J Yorldond Standards for Soil eroston and Sed1ment Con and Va OSWC Plate J02-1
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
i. SET POSTS AND EXCAVATE A 4"X4" 2- STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
<
FLOW
4'
3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL.
Jill
FLOW
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
WIRE
SOURCE Adapted from ln�Wlation 9f Straw and Fabric Filter Banigrs for q�dimeat Cgutro , PIATE. 3.05-1
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I DATE: 7/20/10 1
SCALE: I" = 50'
DESIGNED BY: WRS/RLK
FILE NO. 5387
SHEET 2 OF 3
10-14
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NOTES:
1. THE PROPOSED AT&T TELECOMMUNICATIONS
TOWER LOCATION IS 5.7 MILES FROM THE
WINCHESTER AIRPORT MEASURED FROM THE
APPROXIMATE CENTER OF: THE AIRPORT
PARCEL TO THE TOWER LOCATION.
2. FREDERICK COUNTY DIGITAL TAX MAPS USED
FOR VICINITY MAP AND DIFTANCE
CALCULATION.
3. THE TOWER WILL BE 120'AGL.
GROUND = 679'AMSL
TOP OF TOWER = 799'AMSL
2500 0 2500 5000
5GALE: 1 2500'
WINCHESTER REGIONAL AIRPORT VICINITY MAP
PE-1
16\16
TO BE DETERMINED 13Y THE EXISTING CONDITIONS
AT THE TIME or CONSTRUCTION
0
TYPE CRUSHER RUN AGGREGATE a 6
TYPE CONCRETE !Q 6
TYPE :IT- ASPHALT 0
TYPE V ASPHALT COMMERCIAL
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SHOULDER
cr w
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Y�MAIN ROADWAY PAVEMENT
NOTES:
1. ALL ENTRANCE GRADES SHALL START BACK OF THE SHOULDER UNE IF DRAINAGE IS NECESSARY, THE DITCH MAY BE MOVED BACK TO PROVIDE AT LEAST 9" OF COVER
OVER PIPE, AS SHOWN IN THE ALTERNATE METHODS FOR PLACING N-E UNDER ENTRANCES DIAGRAM.
2. ENTRANCE GRADES ARE TO EE SMOOTHLY TIED INTO THE ROADWAY BY ROUNDING AS NECESSARY.
3. IVOR EXISTING WIDTH WHICHEVER IS GREATER.
4. LENGTHS OF CULVERTS SHOWN ON ROAD PLANS FOR ENTRANCES ARE APPROXIMATE AND SHALL BE ADJUSTED TO OBTAIN ABOVE ROADWAY WIDTHS.
5. ENTRANCES IN FILL TO BE SAME AS ABOVE EXCE�PT LOCATION OF CULVERT (WHEN NECESSARY).
SPECIFICATION
REFERENCE XVEXJT
STANDARD PRIVATE ENTRANCES ROAD AND BRIDGE STANDARDS
512 REVISION DATE SHEET 1 OF I
T
VIRGINIA DEPARTMENT OF TRANSPORTATION 1 602.02
NOTES
1. ALL EQUIFMENT FOR THE TELECOMMUNICATION5 TOWER WILL
RESIDE IN51DE THE EX15TING POP FACILITY.
(I-5TORY CONCRETE BUILDING ON TM 43-A-130)
2. DRAINFIELD RESEARCH ON EX15TING PROPERTIES WAS
INCONCLUSIVE OF EXACT LOCATION OF: EX15TING DRAINFIELD6.
CONTRACTOR TO FIELD LOCATE PRIOR TO CONSTRUCTION.
3. DRIVEWAY ENTRANCE SHALL BE INSTALLED BY FOLLOWING
VDOT'5 VIRGINIA WOR< AREA PROTECTION MANUAL'5 FIGURE
TTC-4.0 (STATIONARY OPERATION ON SHOULDER) OR SIMILAR
MEASURES AS DIRECTED BY VDOT AT THE TIME OF CONSTRUCTION.
4. LANDCAPE SCREENING SHOWN WAS A PART OF THE SCREENING
REQUIREMENT$ INCLUDE[) AS A FART OF THE PREVIOUSLY
APPROVED SITE PLAN (FREDERICK CO. 042 -Oa APPROVED
1-24-08. LANDSCAPING SPALL BE INSTALLED PER THE
REQUIREMENTS OF THE APPROVED PLAN IF NOT YET INSTALLED).
5. ANY IMPROVEMENTS THAT WERE A PART OF THE PREVIOUSLY
APPROVED 51TE PLAN FC#42-08 MUST BE INSTALLED AS A PART
OF TP15 PROJECT IF THEY PAVE NOT YET BEEN INSTALLED. SEE
PLAN SET ASSOCIATED WITH FC042-08 FOR SPECIFICS ON
CONSTRUCTION.
/-4" REINFORCED CONCRETE
SLOPE SIDEWALK AWAY FROM ROAD 30" ml
4" SUBBASE (21-A MtE)
V WIDTH VARIES 2.
SEE SITE PLAN MRIL
114" 1'
If
4
4
1=1 I MI I 1=1 I I= -I ill -
I
1��COMFACTEC) SUBGRAI)E
(S5% r.>ENSIrY)
CONGfRETE 50EWALK IDET,41L
Dt-comew (NOT TO SCALE)
ENTF,ANCE 4,5HFALT DETAL
NOT TO SCALE
I.r5" 51-1-15.5A SURFACE COURSE
3" BM-25 BASE COURSE
-a" SUBBASEVDOT5TD.GR-2I5
2�4 24 46a ];�!A 431;q 014L Q.4& P__4 lil-a P-a
11 1=1 I 1E1 I 1E1 I 1HEI I 1E1 I lEil I 1E1 I 1EE1 I F-COMPACTED 5UBGRADE
=1 I 1=1 I I_ -I I 1=1 I I_ -I I I_ -I I 1=1 I 1=1 I I__I
DAVEMENT DESIGN BASED ON A 5UBGRADE CBR DESIGN VALVE OF ro. 501L TEST
�F THE 5UBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
=1AVEMENT SECTION THICKNE55 PRIOR TO CONSTRUCTION.
GF,,AVEL ACCE55 DFRIVEWA`T�
NOT TO SCALE
-(o" 21-A V[)0T 5TONE
:-COMPACTED 5UBGRADE
DAVEMENT DESIGN BASED ON A 5UBGRADE CBR DESIGN VALVE OF (o. SOIL TEST
�)F THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
=AVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
5213-10, TJ*j. 43�A-1.3215
201141 RANDr ET ALI Tr;V,5TEt5
OF MAR44ATNA BAPTIST
INST. No. o"000.,�, CHURC14
in
0 103.
57- dft
T11. 43-A-130
0 C-75- AT4T CORP. ai
11AME oAr, IN5T. No. 110004952
4"
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12" VEGETATION,
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NAPL�
10
LANDSCAPE SCREEN (SEE )s
NOTE 4)
G VELiAREA INSIrA FENCING
T BE (o '21A STONE, FENCING 12'x3O' TOWER
I
E TO E . ASPHALT 24" EQUIF'NENT BLDG\
RIVEW, Y
Ir 13plcK YO y y IED
iARAGE ECs RELOCATEE'D 5k
k'GR4VE�
(T�r-P. ELEV. - 61F�/A5, r-mvr-(.;0 -_ 11 11
BE RELOCATED)' SECURITY F�NCE TO
>
MATCH EXISTING
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10 10' TOWER BASE VF.'ETATIct4
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1115qq.20'I
252.55'
11(0281
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252.54'
T,M, 44-A-24
RITA WILSON
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PROF E7'SIQY_WAL 12 20' WIDE 5TRIP CONTAINING
INSTALL AT EXnR.APE 0 0,105(o ACRE DEDICATEE)
TELEPHONE
I ,;i . � � � , , - 11.1 _� jz .5, -ft. 11
�Z 10 FIRE E I K COUNTY FO FUTURE
ROAD WIDENING PURPO5E5 PER
DATE: 7/20/10
o INF 0110004952.
t-I 1,j
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v 6113_0 SCALE: 1" 30'
N 53*32'31" W
20.02'
50 15 0 30 Ibo DESIGNED BY: WRS/RLK
Gu)-/ - -!Z-
ACV FILE NO. 5387
5GALE: 1" 30'
L4
SHEET 3 OF 3
10-14
VD 0 T CENERA L NO TES LECEND VICINITY MAP C3
CENERA L NO TES this project shall conform to the current editions of and latest revisions to the Virginia SCALE: 1" 2000' Z
1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on
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 EXISTING INTERMEDIATE CONTOUR
and Sediment Control Regulations, and any other applicable state, federal or local regulations. In 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 EMSTING INDEX CONTOUR 330
construction, must be provided prior to issuance of the site development permit. The approval of these plans shall govern.
in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health PROPOSED CONTOUR 400
Sediment Control Handbook. Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. EXISTING EDGE OF PAVEMENT 0 OLD CH R PS
TOWN RD
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of PROPOSED EDGE OF PAVEMENT
Trans ortation V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be
(VDOT� and Frederick County prior to construction in existing State right-of-way. in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic EXISTING CURB AND GUTTER -
tl �0 0\
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 GUTTER
Specifications. 00 is, P
required under State law. TRANSITION TO REVERSE CURB "t ,
elocating, at his expense, any and all utilities, including a's Z
5. The exact location of all guard rails will be determined by VDOT personnel. A oint,inspection will be V4 The developer shall be responsible for r .. 'It 1")
EXISTING TELEPHONE LINE -T - - - -
UJ
Representatives, and Representatives of the Virginia depar ment of traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies.
held with the Developer, County �0_ �3 C)
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 PROPOSED TELEPHONE LINE T __J -Z _-Z
develqer 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 the EXISTING STORM SEWER -4 SITE >=
Re- - o developer from this responsibility. 44
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Desic features relating to field construction, regulations, and control or safety of traffic may be PROPOSED STORM SEWER
6, An approved set of plans and all applicable permits must be available at the construction site. Also, a subject o change as deemed necessary by VDOT. Any additional expense incurred as a result of any field EXISTING SANITARY SEWER __S - - - - S- - - -
representative of the developer must be available at all times. revision shall be the responsibility of the developer. PROPOSED SANITARY SEWER S LU
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land EXISTING ELECTRIC SERVICE E - - - - E - - - - E - - - ROUTE37 UJ
Control Devices (MUTCD). use permits for any work within VDOT right-of-way. PROPOSED ELECTRIC SERVICE E
6. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and G
embankment. held by the er�gineer and/or developer with the attendance of the contractor, various County agencies, EXISTING GAS LINE -ra - - - - G
ss utility companies and VDOT prior to initiation of work. PROPOSED GAS LINE G SHEET IND
9. All pavement sections on the approved plans are based on a minimum CEIR value of 6. CBR values le
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. VS. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any PROPERTY LINE
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits undetermined length of time. VDOT requires and shall receive 48 hours advance noTice prior to any
requ E-A
indicated on the plans and as required at the field inspection. EROSION & SEDIMENT CONTROL PLAN 2 � -3
ired or requested inspection. EXISTING EASEMENT UNE COVER SHEET 1
ll. 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 PROPOSED EASEMENT LINE SITE PLAN AND DETAILS 3
be minimum 6" diameter and conform to VDOT standard SB-1. gublic roadway via a construction entrance that is constructed and maintained in accordance with CENTERLINE
ection 3.02 of the Vir inia Erosion and Sediment Control Handbook. Furthermore, access to other
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than pl�operties affected b fhis prote t hall be maintained through construction. The Developer shall have, EXISTING TREE LINE
one litter receptacle shall be provided at the construction site. within the limits of �Ihe projec cansemployee certified by the Virginia Department of Conservation and FLOW LINE ... . ...
Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices V) V) V)
Z E- E-
13. The contractor shall provide adegate means of cleaning mud from trucks and/or other equipment prior and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly FENCELINE X X X 0 Z Z
to entering public streets, and it is e contractors responsibility to clean streets, allay dust, and to take rectified. E-
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free EXISTING UTILITY POLE/GUIDE WIRE off E PLM Ap. PR DVRL �5 �5
condition at all times. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and.. at the �5 ::8
EXISTING TELEPHONE PEDESTAL 0 0
end of construction. U U M
NAME _C� E-
42-,D
14. Notification shall be given to the aTpr,pr"te utility company prior to construction of water and/or EXISTING WATERLINE W/ TEE Z Z
sanitary sewer lines. Information shoul, also be obtained from the appropriate authority concerning permits, C4 04 Z
Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum Z "-, 'Z"� W W W
cut sheets, and connections to existing lines. PROPOSED WATERLINE W/ TEE U
thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at SITE PLAN NUMBER_�'.(, 0 Z
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the conflict points. EXISTING FIRE MRANT/VALVE/METER 0 1 0 0 0
current standards and specifications of the Frederick County Sanitation Authority. a4
V12. Any unusual subsurface conditions (e. unsuitable soils, sp n kholes, voids, caves, etc. PROPOSED FIRE HYDRANT/VALVE/METER 0
lygs, sin 0 (-) Z Z >_
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the encountered during the course of construftilon shall be immediarte brought to the attention of - Q� E-
contractors responsibility to verify the exact horizontal and vertical location of a existing utilities as needed engineer and VDOT. Work shall cease in that vicinity until an adequate design ,can be determined by the PROPOSED REDUCER Z
SIGNS �D
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing engineer and approved by VDOT. E- E- 0
utility verification and the proposed construction. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT Z Z G
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a representative prior to placement and fill. Where CBR testint; islrequired, a VDOT representative shall be Z �D �D
h 0 0
result of his construction project within or contiguous to the existing right-of-way. present to insure the sample obtained is re resentative of e ocation. When soil samples are submitted PARKING INDICATOR U U
18. When grading is proposed within easements of utilities, letters of permission from all involved companies to private laboratories for testing, the s Res shall be clearly identified and labeled as belonging to a INDICATES THE NUMBER OF TYPICAL PARKING SPACES Ai2 04
roject to be accepted by VDOT and that testing shall be performed in accordance with all applicable 4�
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site UOT standards and procedures. 0.
development permits. -4 1-4 1-4
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be HANDICAP PARKING 4 C,), '-4 1-4
19. The developer will be responsible for the relocation of any utilities which is required as a result of his I I I I
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 U-) r co 0)
Method A, within 1 s or minus 2% of optimum moisture for the full width of any dedicated street 4 C\2 0 C\2
VEHICLES PER DAY COUNT F10-0-> I I 1 1
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected right -of. -way. At f1hue direction of VDOT, density tests shall be performed by a qualified independent 0) N 4 (0 .Q
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 0, 0 0 C)
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 V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION H op
Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the specified by VDOT.
approved plan. PROPOSED SANITARY LATERAL CLEANOUT S
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 "A" per standard f -PROJECT INFORMATION
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a refistered VDOT minimum design standards and is the responsibility o the developer.
professional engineer and results submitted to Frederick County prior to pavement construc ion. If a SETBACK REQUIREMENTS: APPROVED CONDITION RANDY L. K LER
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall SANITARY MANHOLE IDENTIFIER FRONT 'YAF;V- 35' 1. ALL REVIEW AGENCY CGMMENT5 ME) REQJIREMENTS WALL
geotechnical report has been prepared, it should supersede the requirements in this note. be installed by the developer or, at VDOT I s discretion, by VDOT on an account receivable basis following G) SIDE YARD: 15' BE COMPLIED WITH AT ALL TIMES. Lic No 32809
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed the Manual On Uniform Traffic Control Devices. REARY'AFV: 50' 2. THE TOWER SHALL BE AVAILABLE FOR COLLOCATIWG 2c) 11
days, but not more than ten (10) working days, prior to STORM DRAIN STRUCTURE IDENTIFIER PERSONAL WIRELESS SERVICES PROVIDERS.
excavating or blasting at least two (2) workin (i) 3, A MINOR SITE PLAN WALL BE APPROVED BY FREDERICK
commencement of excavation or demolition. Lmes and telephone numbers of the and operators underground V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the PARCEL TAX MAP NO 43-A-130 COUNTY.
utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency start of construction. Copies of all invoices for materials utilized within any dedicated street 13 5.4 STREET ADDRF-56 2042 MARTINSBURG PIKE 4. PRIOR To SITE PLAN APPROVAL, PROPERTIES MUST BE 110 A L
condition. right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit EXISTING SPOT ELEVATION X WINCHESTER VA 22(o04 CONSOLIDATED,.
24. All utilities to be located underground. and total. prices may be obscured. TOTAL AREA 3.2186 AC 5. THE TOWER WALL BE REMOVED BY THE APPLICANT OR
V19. Aggrepte base and subbase materials shall be placed on subgrade by means of a mechanical PROJECT AREA: 3.2185 AC PROPERTY OWNER WITHIN TWELVE (12) MONTHS OF
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. sgreader. Density will be determined using the density control strip in accordance with Section 304 of PROPOSED SPOT ELEVATION X 3�,D DISTURBED AREA: 023 AC ABANDONMENT OF OPERATION.
t e VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform ZONED RIP (b. IN THE EVENT A TELECOMMUNICATIONS TOWER 15 NOT
these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. USE., C4X11UNICATIONS FACILITY ERECTED WITHIN TWELVE (12) MONTHS OF THE APPROVAL OF
THIS CONDITIONAL USE PERMIT, THE CUP WILL BE DEEMED
In addition to chepkin stone depths, a VDOT lr�presentative shall be notified and given the opportunity LIGHT POLE TOWER 14EIGHT: 120'- INVALID.
Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. to be present during the construction and testing of the density control strip. TOWER TY - LAT'TICE TYPE, 1. ANY EXPANSION OR MODIFICATION OF THIS USE WILL
, A WAIVER WAS APPROVED BY THE COUNTY BOARD OF SUPERVISORS REQUIRE A NEW CONDITIONAL USE PEWIT.
-TS AT THEIR NOVEMBER 10, 2010 MEETING To ALLOW FOR LATTICE TOWER a. AIRCRAFT WAWIW3 LIGHT$ (AWL) SHALL BE PLACED ON
FCQA CONSTPUCTION NOfPLL V20. A halt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and
Bridgelpecifications. Density shall be determined using the density control strip as specified in Section SURVEY AND TOPOCRAPHIC INFORMATION CONSTRUCTION. THE TOWER
315 and VTM-76. A certified action technician shall perform these tests. Certified copies of test 9. THE TOWER SHALL BE LIMITED TO TWO MICROWAVE DISHES.
reports shall be submitted tocoVmDP daily, unless specified- otherwise. A VDOT representative shall be
I The Authority's Water and Sewer Standards and Specifications are available at notified and given the opportunity to be present during the construction and testing of the control strip. 1. Boundary survey was performed by:
W".f csa -water. com <littp: //www.f csa -water. conix V21. In accordance with Section 302.03, the foundations f?r pipe culverts thirty-six (36) inches and GREENWAY ENGINEERING Dated: 7/1Q/10 LANDSCAPING REQUIREMENTS E-4
2. The water and sanitary sewer portion of the plans are valid for three years from date of 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.
FCSA approval. foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for 2. Aerial, horizontal and vertical control surveys were FC IN5FECTI" CONDITION
3. 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 Bridge Standard performed by: GREENWAY ENGINEERING 2010 F1REVI%$$ITEPL : 1140-08 1. STRJCTURE SHALL COMPLY WITH TWE VA UNIFORM STATEWIDE
time of construction. PB-l. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design (Year) BUILDING CODE AND SECTION 312, USE GROUP U (UTILITY AND E-
MW) OF THE INTERNATIONAL BUILDING CODE 2006. THE
4. 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. WINCHESTER REGIONAL AIRPORT STRUCTURE 15 REGAJIRED To COMPLY WITH CHAP 15 4 16 OF THE Z
5. The contractor shall connect a new sewer line to an existing manhole by core drilling the 3. Aerial topographic mapping performed by: 1. CONDITIONAL USE PERMIT (CUP) "-10 REt%IRES AIRCRAFT WAFNIN65 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. _J
6. 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 E- [L �_4
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 2. AIRCRAFT WAFNIN61 LIGHTING SHALL BE IN5TALLED ON THE TOP OF THE 2. FENCING GREATER THAN 6 FEET IN HEIGHT WILL REQUIRE A <� E-
The contractor shall submit an Application for Wet Tap and pay the required fees. engineer and VDOT for approval prior to constructing box. Foundation designs shall compl with VDOT TOWER BASED ON THE POLLOLUIW-i SPECIFICATIONS: DUAL L-810 STEADY BUILDING PERMIT. Z Z
Road and Bridge Standard PB-I . Contrary to the Standard, where rock is encountered and cast -in -place BURNING DOUBLE RED OE35TRJCTION LIGHTS AS DEFINED BY FAA ADVISORY 0 �D
7. Exact locations of water and sewer services on new lines to be coordinated with the box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise CIRCULAR AC10/1460-1K CWG2, CH5, SECT 53. 3, THE NEW 120' TOWER SHALL BE LOCATED AND EGAJIPPED i=
Authority's inspector. unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall WITH STEP BOLT5 AND LADDERS 60 AS To PROVIDE READY 06 < E-
8. The Authority's maintenance division shall furnish and install all water meters through 2 be determined by the engineer and approved by VDOT. A PPRO VAL 3. THE MICROWAVE TOWER AND AIRCRAFT WAFNIN63 LIGHTING 514ALL BE ACCESS FOR INSPECTION PURPOSES. THE TOWER SHALL NOT Q
inch in size. It is the contractor's responsibility to have the meter box assembly installed REGISTr=RED WITH THE FAA AND APPROVED PRIOR TO INSTALLATION. CROSS OR ENCROACH UPON ANY STREET OR OTHER MBLIC 0
correctly. Before a permanent meter is installed: V23. Approval of these plans shall expire three (3) years from the date of the approval letter. 51*4qE, OR ENCROACH UPON ANY PRIYATELY OWNED
4. ANY FAILURE OR MALFUNCTION THAT LASTS MORE THAN 30 MINUTES AND PROPERTY WITHOUT WRITTEN CONSENT OF THE OWNER OF THE -1
a. The meter box, with its frame and cover, must be properly aligned with the cc
AFFECTS A TOP LIGHT OR FLASHING OBSTRLICTION LIGHT ON THE TOWER ENCROACHED UPON PROPERTY (SEC 31081-LOCATION AND
coppe SHOULD BE REPORTED IMMEDIATELY BY CALLIW-s 811-451-6861 SO A ACCESS). 0
rsetter. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as UJ
b. The frame and cover shall be set to final grade. specified by VDOT.
c . The distance between the top of the cover and the coppersetter shall be between � �_ /.z- NOTICE To AIRMEN (NOTAM) CAN BE ISSUED. AS SOON A$ NORMAL 3:
18 and 21 inches. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in FREDERICK COUNTY ZONING ADMINISTRATOR DATE OPERATION 15 RESTORED CALL 811-481-6%160 THE NOTAM CAN BE 4.5FECIAL INSPECTIONS PER CHAP 11 IBC 2006 APPLY TO
REMOVED. PLEASE CALL THE SAME NUMBER To EXTEND THE OUTAGE DATE. THIS STRUCTURE. 0
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) SEE WEB SITE oeaaa.faagov/oeaaa/external/content/11!0�Aoutagereportingiop
9. For services that connect to existing lines: after grading is mostly complete. YEARS FROM THE DATE OF PLANNING APPROVAL ror cletalls. 5. $NOW 5RIDGING REOJIRES A BUILDING PERIM
a. The Authority shall furnish and install: 5. IN THE EVENT THAT C40NDITION 0$ OF THE Ar RELOCATIMADDITICNAL ANTENNAS REQUIRE A BUILDING Z
I all 5/8"x3/4", 1", 1 W' and 2" water services FIRE MARSHAL'S NOTE -1PROVED CUP 16 No LONGER PERMIT. PLANS SUBMITTED FOR REVIEW SHALL BE SEALED BY
DESIRED BY THE CO.NTY, A REOLIEST MUST BE FILED WITH THE FAA TO A VA REGISTERED DESIGN PROFESSIONAL. FENCES GREATER 0
2. all sewer services. Fire lane markinas and sienage: CONSIDER THE REMOVAL OF THE REGISTERED AIRCRAFT WAWIWG LIGHTING THAN (o FEET REQUIRE A BUILONG PEWIT. E-
b. The contractor shall: Any "No Parking" signs and yellow painted curb locations will be installed ON THIS TOWER THE FAA WAS THE FINAL DETERMINATION REGAF;Vqw_l THIS
coordinate the location of the service lateral with the Authority's engineering by field inspection at the direction of the Fire Marshal's Office. REQJEST PER FAA ADVISORY CIRCULAR AC1011460-K
assistant
2. submit an Application for Service and pay the required fees.
10. All water lines must have a backflow prevention assembly (double check valve or RPZ, as TRIP CENERATION DATA Project Name: Project Number:
required), The assembly must meet ASSE standard number 1015 or 1013.
11. All fire lines must have a backflow prevention assembly (detector double check valve or CLASS USE DWELLING UNITS TRIP RATE TRIP RATE USE VPD A T& T TO WER LOC-1211-ITION PLAN 5387
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 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 JULY 20, 2010
12. The Authority shall review the mechanical plan(s) for design and material approval of a
building's: TA�EN FROM ITE TRIP GENERATIO1 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE: 7/20/10
a. Domestic water meter and its backflow prevention device, and/or its ONE AT&T WAY
b. Fire service line's backflow prevention device. UTILITY CONTA CTS AT&T CORP. BEDMINSTER, NJ 07921
908-234-8819 SCALE: AS NOTED
13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to Water/ Frederick County Sanitation Authority Phone: Verizon
Operate and a copy of the stations DEQ approved O&M manual. These documents must be Sewer: P.O. Box 1877 P.O. Box 17398 Developer: Address, Including Zip Code & Telephone No.
received before substantial completion is issued and water meters released. Winchester, VA. 22604 Baltimore, MD 21297 ONE AT&T WAY DESIGNED BY: WRS/RLK
(540) 868-1061 (301) 954-6282 AT&T CORP. BEDMINSTER, NJ 07921
Power: Allegheny Power Gas: Shenandoah Gas Co. 908-234-8819 FILE NO. 5387
P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
HANDICAPPED PARKINC NOTE Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL LANE SHEET I OF 3
Handicapped parking spaces and aisles shall slope 1-800-654-3317 (540) 869-1111 GREENWAY ENGINEERING WINCHESTER, VA 22602
no greater than 2% in all directions. I Virginia Utility Protection Service 1-800-552-7001 (540) 662-4185 10-14
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MINIMUM CON5TRUCTION
STANDARDS NARRATIVE
AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE
CONSISTENT WITH THE VSECP FOR 4VAC50-30-40 MINIMUM 6TANDARD5:
1. PERMANENT OR TEMPORARY 501L STABILIZATION SHALL BE APPLIED TO DENUDED
AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE 15 REACHED ON ANY PORTION OF THE
SITE. TEMPORARY SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS To
W - �201.14��
DENUDED AREAS THAT MAY NOT AT FINAL GRADE IBUT WILL REMAIN DORMANT FOR
LONGER THAN 30 DAYS. PERMANENT STABILIZATION 5qALL BE APPLIED TO AREAS
THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR
2. DURING CONSTRUCTION OF THE PROJECT, 501L 5TOCKPILE5 AND BORROW AREAS
SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE
CONTRACTOR 15 RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT
5TAE31LIZATION OF ALL 501L STOCKPILES ON 51TE AS WELL AS BORROW AREAS AND
601L INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
3.4 FERVANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS
NOT OTHERWISE PERMANENTLY STABILIZE[). PEWANENT VEGETATION SHALL NOT BE
I " "kilri A "KI //-�\/== IC_ A/-"I=\/=r) 'r"A*r la
MATURE ENOUGH To SURVIVE AND WILL INHIBIT EROSION.
4. SEDIMENT E3,45IN5 AND TRAPS, PERIMETER DIKE6,6EDIMENT BARRIERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN
ANY LANE) -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UP5LOPE
4V LANE) D15TURBANCE TAKES PLACE.
STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS
DAMS, DIKE5 AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
(o. 5EDIMENT TRAPS AND SEDIMENT BASINS SHALL BE CONSTRUCTED BASED UPON THE
TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN.
A, THE MINIMUM15TORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CU51C YARDS
14M PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE
112. 'y i ,, \ 1 11
Del-, vrip AREAS LE55 THAN THREE ACRES.
-A TREE �,A
EX IFEIFF LINE B. 5UF�FACE RUNOFF FROM DISTURBED AREAS THAT 15 COMPIR15ED 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
E,�11FTrENT
SEDIMENT BASIN SHALL BE 134 CUBIC, YARDS PER ACRE OF DRAINAGE AREA. THE
F LA DOM 7 OUTFALL 5Y5TEM6PALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE
APE A
BA51N DURING A TWENTY-FIVE YEAR STORM OF 24-POUR DURATION. RUNOFF
COEFFICIENTS USED IN RUNOFF A BARE EARTH CONDITION OF TH05E CONDITIONS
EXPECTED TO EXIST WHILE THE SEDIMENT BASIN 15 UTILIZED.
TOUER
CE
0
X 01XIC, LATTICE)
TOWER 5A5E
WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY
LU T CUT AND FILL -5L0f=)E5 SHALL BE DESIGNED AND CONSTRUCTION A MANNER THAT
WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PF;ROvIDED WITH
J. ADDITIONAL SLOPE STABILIZING MEASURES UNTIL T14E PROBLEM 15 CORRECTED.
5. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL 5LOPE5 UNLESS
CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR
cc!
Kill T SLOPE DRAIN STRUCTURE.
�J A
PROTECTION SHALL BE PROVIDED.
"'o, 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER
7
41:1 L CAr 1 10. ALL STORM 5EWER INLETS THAT ARE MADE OPEFZABLE DURING CONSTRUCTION
TOr - 6 11�, �1
SHALL BE PROTECTED 60 THAT 5EDIMENT-LADEN WATER CANNOT ENTER THE
CONVEYANCE 5Y6TEM WITHOUT FIRST BEING FILTERED OR OTHERW16E TREATED TO
7n
REMOVE SEDIMENT.
f7' -LE 11, BEFORE NEWLY CONSTRUCTED 5TORMWATER CONVEYANCE CHANNEL.:3 OR PIPES ARE
MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRE[)
TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN 50TH THE
CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
5 (06'03'33" E
12, WHEN WOW IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS 5HALL BE
TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE
12 50RFIFI 4
7
4", TION,
THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CON5TRUC
CAU EWAY5 AN
?r'F1e9,ZI1 CFTIC NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF 5 D
_E FAI
lr��I,ITIITS CI= CLEAPIr*'
NIT:) (IRADIFIG COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE 5TRUCTURE5 IF ARMORED BY
NONERODIBLE COVER MATERIALS.
F 20'WIE)E STRIP CONTANINGi
0,0% ACFE DELACATED
13. WHEN A LIVE WATERCOUR6E MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE
TO PFrEDERICK COUNTY FOR FUTURE
ROAC) WII)ENIWj MRPOSE5 PER THAN TWICE IN ANY 51X-MCNTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING
4,1- N!5T 011OW4W2. CONSTRUCTION OF NONERODIBLE MATERIAL SHALL BE PROVIDED.
_N 53*32'31" IV 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO
WORKING OR CROSSING LIVE WATERCOURSES SHALL BE MET.
;t
"T TFNT
5GALE: Ill
EFC51CN/5EDIMENT CCNTfRCL LEGEND
NO. KEY
5YM50L
3�02
3.05
1)E5C1R1f=T1ON
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
SILT FENCE
LIMITS OF CLEARING 4 GRADING
DRAINAGE DIVIDES
15, THE BE[) AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY
AFTER WORK IN THE WATERCOURSE IS COMPLETED.
Ito. UNDERSIROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE
FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN E�00 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 DISCHARGE[) IN A
MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-51TE
PROPERTY.
D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN
100 ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
11. WHERE CONSTRUCTION VEHICLE ACCE56 ROUTES INTERSECT PAVED OR PUBLIC
ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY
VEHICULAR TRACKING ONTO THE PAVED 5Uf;Z=ACE. WHERE SEDIMENT IS TRANSPORTED
-AC
ONTO A PAVED OR PUBLIC ROAD 5UIZ E, THE ROAD 5URIFACE SHALL BE CLEANED
THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY 5POVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL
D151-05AL AREA. STREET WASHING SHALL 15E ALLOWED ONLY AFTER SEDIMENT IS
REMOVED IN TP15 MANNER. TP15 PROVISION SHALL APPLY To INDIVIDUAL
REFON515LE LAND D 15TUF5ER DEVELOPMENT LOTS AS WELL AS To LARGER LAND- D15TURBING ACTIVITIES.
NAME: 1;3� ALL TEMPORARY ER05ION AND SEDIMENT CONTROL MEASURES SHALL BE
REMOVED WITHIN 30 DAYS AFTER FINAL 51TE 5TAE31LIZATION ORAFTER THE
CERTIFICATION TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTPERW15E AUTPORIZED BY
DATE: THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AN[) THE DISTURBED 501L
AREAS IRE5ULTING FROM THE D15PO51TION OF TEMPORARY MEASURES SHALL BE
PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO
THE REVE-PON515LE LANE) [)I5TUR5ER EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE
15 THE f=ARTY FE5f=)0N5I5LE FOR PERMISSION OF THE 5PENANDOAH COUNTY IN5PECTOR
CARRYING OUT THE LAND D15TUIRBING 19, PROPERTIES AND WATERWAYS DOLLIN5TREAM FROM DEVELOPMENT 5ITE5 SHALL BE
ACTIVITY A5 5ET FORTH IN THE PLAN5. PROTECTED FROM SEDIMENT DEPOSITION, ER05ION AND DAMAGE DUE TO INCREASES
IN VOLUME, VELOCITY AND PEAK FLOW IRATE OF STORMWATER RUNOFF.
20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE
EMPLOYEE) IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND
BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE.
(AT#T Tow Location FW
Eroollon OW Gedllilliw* C;ontrol Narrative
fl2j@d dmffbLIM This project Is located at 20160 Martinsburg Pike, Winchester, VA 22604. After lot
consolidation t�e total site area shall be 3.21a5 acres of which approximately 023 acres will be disturbed For
construction. This project consists or the construction or a tower with a base of 10' x 10' square for AT4T.
Datai of CotStrilla Construction will begin following land disturbance permit approval.
Exiatk)g aft condRicigs Lot 43-A-130 16 currently occupied by an AT4T maintenance building with the
associated driveways, parking area and systems typical For a such a structure- The lay or the land is relatively
flat with 2 to 3% grades with the exception or gently sloping terrain near the back of the lot.
Adjac" p3Vff1* 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.
offafte No disturbance will be required off site.
§2flb The existing soil conditions were obtained From the web soil surv,7 provided by the NCRS For Frederick
County, VA. The solls on this site consist or 145 - Frederick-Poplimento cams, 2 to 1 percent slopes.
Critical are" No existing crItIcal areas or slopes are located on this site.
Eremign and micillinell contral mayzest 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 Pandbook,
ftuctwal owpim:
"use It
Construction entrance with wash racks (3.02) shall be provided to the project area From the existing entranc-e
on Martinsburg Drive to minimize mud carried onto the road. The construction entrance and wash rack "]I
remain throughout all phases or construction.
Install silt Fence (305) as shown on the plans to intercept and detain small amounts or 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.
Fbillse 16
All controls Installed In phase I to remain For the duration of the project.
M99N21116 Mrs"
5tockpile6 will be kept onsite and are will be stabilized with temporary seeding and protected with silt Fence.
YogaUftive wasurm:
Vegetative stabilization 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 is
reached on any portion or 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 ti-on fourteen (14) days. Permanent soil
stabilization shall be applied to all areas that are to be Iert dormant For more than six (6) months.
Topsoil that has been stockpiled shall be surrounded with silt Fence and protected by mulch and/or temporary
vegetation immediately after grading.
bwAgond MtAwg :
Construction shall be sequenced such that grading operations will begin and end as ciufc*Jy as possible.
Dams, cilices 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 shall be responsible For the Installation and maintenance or all erosion and sediment
control measures. Maintenance or these measures throughout the project Is critical to the effectiveness or the
program.
All temporary controls shall be removed within 30 days once no longer needed. Trapped sediment must be
removed, graded and stbilized.
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 ard
mulched within rive (5) days after backfilling. No more than �Zo 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 owales 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 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 aoc-orcling to the standards and specifications in
the virginla erosion and sediment control handbook.
stonnii4ter "na"Wit.
No storm water management is necessary for this site since the- Impervious area Is not Increasing.
tuinterantm prcvaml
All control measures "Il be Inspected daily by the site superintendent or his representative and within 24
hours after any storm event greater than 05 inches of rain per 24-hour period. Any damaged structural
measures are to be repaired by the end or the day. Seeded areas "I[ be checked regularly to ensure
that a good stand or grass is maintained. All areas shall be rertflized and reseeded as needed until grass
is established.
Trapped sediment is to be removed as required to maintain r7O% trap efficiency and disposed or 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 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 clean Ing Iremova I of any sediment on public or
private roadways.
Eroslion aid sodwmit control progam:
1. I-Iold pre -construct Ion meeting on site with inspector.
2. Clearing and grubbing for sediment control devices only (construction entrance, silt Fence, tree save
areas)
3. Placement or sediment control devices.
4. 0btain inspector's approval prior to beginning grading operations.
5. Clear and grub remainder of site.
(0. Rough grade site.
1. Install drainage devices with sediment control.
8. Final oradirkj.
1�. Restoration and stabilization of disturbed areas.
10. Remove erosion and sediment control measures with the approval of the inspector.
Note: The Frederick county public works and engineer1rQ department retain the right to add and/or modify
these erosion and sediment control measures clurine the construction process, within reason, to ensure
adequate protection to the public and the environment.
Gooding scimWe (ooll stabiltutionA
1, All permanent seeding shall be in accordance with section 332 or the vesch.
2. Spread topsoil at a minimum depth of four (4) inches.
3. Incorporate pulverized agricultural limestone into the topsoil at a rate or S2 lbs. Per IOW square
Feet (2 tons per acre).
4� Fertilize with 10-10-10 Fertilizer at a rate or 23 The per 1000 square Feet (10W lbs per acre),
5. Seed all areas with a seed mix consisting of 61% kentucky 31 taii rescue and 33% red top clover,
(o. Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anc+-)ored with
cutback or emulsified asphalt applied at a rate of 200 gallons per acre.
Omit controlt
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 sprlrkled with water until the surface is wet and
repeated as needed to control dust.
DRIP LINE
PROTECTIVE DEVICE
A
MAXIMUM LIMITS OF
CLEARING AND GRADING
PROPOSED GRADING
mmrml, WHER DRIPLINE
IS LESS THAN
CONSTRUCTION OPERATIONS RELATIVE
TO THE LOCATION OF PROTECTED TREES
Source: Public Facilities Manual, Vol. 111, Fairfax Co., Va., 1976 Plate 3.38-1
STONE CONSTRUCTION ENTRANCE
70' A11N. &7577MG
5:1
_a_ AA XA_ a
rX7FR CLOTH--*" 6" WIN. MOUNTAXE BEW
(OP-)
SIDE ELEVATION
EXISTING GROUND
70' MIN,
r(WASHRACK
OP7,OW�
10' MIN.
RAcK
A
7 A
t2' AM- EXISTING
IPAKWENr
/Mor It POSffnf DRAINAGE
a�
COURSE AGGREGATE- TO SEZNAIEN7-
7
TRAPPING DE"CE
MUST EXTEND F`ULL *10TH
Or /&rJ?M
OPERATION AND EGRESS PLAN VIEW
12' MIN.
t 3' AflN.
WN.
FILTER CLOTH-/ SECTION A -A
6'-7*
REINFORCED CON E T J DRAIN SPACE
SECTION B-B
SOURCE AWUfrom 198J Yortiond Standards for Sall eroslon and Sed1ment Con and Va OSWC Plate J02-1
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
07 POSTS.
FLOW
4"
3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL.
Jill
FLOW
F11
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
IRE
RIM I
SOURCE: Adapted from lotallatiu of Rrgw and Fabric Filter BeiTien for $ediment Control, PIATE. 3.05-1
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DATE: 7/20/10
SCALE: 1" = 50'
DESIGNED BY: WRS/RLK
FILE NO. 5387
SHEET 2 OF 3
10-14
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PRI15POSEDAT&T Ir
ItUbOMMUNIcATIONS'TOWER
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NOTES:
I THE PROPOSED AT&T TELECOMMUNICATIONS
TOWER LOCATION IS 5.7 MILES FROM THE
WINCHESTER AIRPORT MEASURED FROM THE
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
TOP OF TOWER = 799'AKiSL
2500 0 2500 5000
SGALE: 1 2500'
WINCHESTER REGIONAL AIRPORT VICINITY MAP
PE-1
16\10j
TO BE DETERMINED BY THE EXISTING CONDITIONS
AT THE TIME OF CONSTRUCTION
TYPE CRUSHER RUN AGGREGATE 0
TYPE CONCRETE
TYPE :11 - ASPHALT
TYPE V ASPHALT COMMERCIAL WO
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Y�MAIN ROADWAY PAVEMENT
NOTES,
1. ALL ENTRANCE GRADES SHALL START BACK OF THE SHOULDER LINE IF DRAINAGE IS NECESSARY, THE DITCH MAY BE MOVED BACK TO PROVIDE AT LEAST 9" OF COVER
OVER PIPE, AS SHOWN IN THE ALIERNATE METHODS FOR PLACING PIPE UNDER ENTRANCES DIAGRAM.
2, ENTRANCE GRADES ARE TO GE SMOOTHLY TIED INTO THE ROADWAY BY ROUNDING AS NECESSARY.
3. 12'OR EXISTING WIDTH WHICHEVER IS GREATER,
4. LENGTHS OF CULVERTS SHOWN ON ROAD PLANS FOR ENTRANCES ARE APPROXIMATE AND SHALL BE ADJU9TEO TO OBTAIN ABOVE ROADWAY WIDTHS.
5. ENTRANCES IN FILL TO BE SAME AS ABOVE EXCEPT LOCATION OF CULVERT (WHEN NECESSARY),
SPECIFICATION
REFERENCE
STANDARD PRIVATE ENTRANCES ROAD AND BRIDGE STANDARDS
512 REVISION DATE SHEET I OF I
VIRGINIA DEPARTMENT OF TRANSPORTATION 602.02
NOTES
1. ALL EQUIPMENT FOR THE TELECOMMUNICATIONS TOWER WILL
RESIDE INSIDE THE EX15TING POP FACILITY.
(I -STORY CONCRETE BUILDING ON TM 43-A-130)
2. DRAINFIELD RESEARCH ON EXISTING PROPERTIES WAS
INCONCLU51VE OF EXACT LOCATION OF EX15TING DRAINFIELDS.
CONTRACTOR TO FIELD LOCATE PRIOR TO CONSTRUCTION.
3. DRIVEWAY ENTRANCE SHALL BE INSTALLED BY FOLLOWING
VDOT'5 VIRGINIA WOW AREA PROTECTION MANUAL'5 FIGURE
TTC-4.0 (STATIONARY OPERATION ON SHOULDER) OR SIMILAR
MEASURES AS DIRECTED BY VDOT AT THE TIME OF CONSTRUCTION.
4. LANDCAPE SCREENING SHOWN WAS A PART OF THE SCREENING
REQUIREMENTS INCLUDED AS A PART OF THE PREVIOUSLY
APPROVED SITE PLAN (FREDERICK CO. 042-08 APPROVED
1-24-05. LANDSCAPING SHALL BE INSTALLED PER THE
REQUIREMENTS OF THE APPROVED PLAN IF NOT YET INSTALLED).
5. ANY IMPROVEMENTS THAT WERE A PART OF THE PREVIOUSLY
APPROVED 51TE PLAN FC042-08 MUST BE INSTALLED AS A PART
OF THIS PROJECT IF THEY HAVE NOT YET BEEN INSTALLED. SEE
PLAN SET ASSOCIATE[) WITH FC042-08 FOR SPECIFICS ON
CONSTRUCTION.
4" REWORCED CONCRETE
SLOPE SIDEWALK AWAY FROM ROAD 30" F151
4" SUBBASE (21-A STONE)
21 WIDTW VARIES 2'
MIN. SEE SITE PLAN mt
1/4" 1'
4" �IFI ILI 1�;:I I
/.
4-
1_1 I 1_1 I Ei I E --I Q�E�d �151,
COMPACTED SUBGRADE
(%% DENSITY)
CONURETE 511)EWALK DETAIL
Dt-c4orcew (NOT TO 5CALE)
ENTRANCE A,5k4FALT DETAIL
NOT TO SCALE
1.5" 5M1-B.5A SURFACE COURSE
3" 5M-2E, BASE COURSE
0" SUBBASE VDOT 5TD. GR-2113
F-9 I 1HE-El I F-El I 1=E_1 I E-El I FE-El I IE-1 I :-COMPACTED SUBGR.ADE
J I I_ -I I I_ -I I 1=1 I I -_I I I -_I I =1 I 1_11 I I=
DAVEMENT DESIGN BASED ON A 5U5GRADE CBR DE51GN VALVE OF (o. SOIL TEST
�)F THE 5U5GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF: REQUIRED
='AVEMENT SECTION THICKNE55 PRIOR TO CON5Tf;WCTION.
GfRAVEL AC;C;Ee,5 DRIVEWAY
NOT TO SCALE
_r&o" 21 A VD0T 5TONE
I 1E I V I m= I 1E I r-COMPACTED SU5GRADE
DAVEMENT DESIGN BASED ON A SUBGRADE C5R DE51GN VALVE OF (o. SOIL TEST
7 THE 5U5GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
OAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
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DATE: 7/20/10
/it's IN5T 0110004952.
x
SCALE: 1" 30'
N 53*32'3111 w
20.02'
_3 30 15 0 E30 60 DESIGNED BY: WRS/RLK
FILE NO. 5387
SGALE: 1 50'
-e
SHEET 3 OF 3
10-14