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ULIVERAL NOTES VDOT GENERAL NOTES LEGEND VICINiT�' MAP �
VI. All work on this project shall conform to the latest editions of the Vfr!alnla Department of Trareportatlon
(VDOT) Road and Bridge Specifications and Standards, the Virginia Eroel and Sediment Control EXISTING INTERMEDIATE CONTOUR-------._._ ,33 r----"�� 5CALE 111= 2000' �4
I. Methods and materials used in the construction of the improvements herein shalt conform to the current Regulations and any other state, federal or local regulations applicable. In the event of conflict between
any of these standards, specifications or plane, the most stringent shall be govern. EXISTING INDEX CONTOUR 3301
County construction standards and specifications and/or current VDOT standards and specifications. 1 W
V2. All construction shall comply with the latest U.S. Department of Labor, O wpational Safety and Health PROPOSED CONTOUR 40 "W / �
2_ Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, Administration and VO51-1 Rules and Regulations. EX Ems'1N�I1��Otlz W
must be provided prior to issuance of the site development permit. The approval of these plane in no way EXISTING EDGE OF PAVEMENT
relieves the developer or hie agent of the responsibilities contained in the Virginia Siltation and Erosion V3. When working on VOOT right-of-way, all traffic control, whether permanent or temporary, shall be in PROPOSED EDGE OF PAVEMENT moi' E/P
Control Handbook accordance with the current edition of VDOT's work area protection manual. Furthermore, all trafflc control _ EX CIG SITE
flaggers must be certified in accordance with the latest edition of the VDO Road and Bridge EXISTING CURB AND GUTTER --- - _ _ ,_• \
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Specifications, Section 10424-C. �' \
(VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER PROP CIG � � w CV
V4. The developer shall be responsible For relocating, at his expense, any and all utilities, Includleg traffic`- �\ 'n
4. Approval of this plan does not guarantee issuance of an entrance permit bg VDOT when such permit is CG -6 CG -6R L CO
signal poles, Junction boxers, controllare, etc. owned by VDOT or private utility company. It Is the sole TRANSITION FROM CG -6 TO CG -6R
required under State law. responalbilitg of the developer to locate and identify utility facilities or it 8, which may be in conflict with
the proposed construction activlty. VDOT approval of these plane does met relieve the developer of this EXISTING TELEPHONE LINE ���If114 CV CC)5. The exact location of all guard rally will be determined by VDOT personnel. A joint inspection will be held reaponafbilfty.
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE r ------ ao 1 rn
(VDOT) to determine If and where guard rail and/oF paved ditches will be needed. The developer will be V5. Design Features relating to field construction, regulations, and control ot safety of traffic may be EX. 15" RCP y oC
responsible For providing guardrail and paved ditches as determined bg this Joint inspection." Refer to subject to change as deemed necessary bg vDOT. Any additional expense ncurred as a result cf any field EXISTING STORM SEWER _ - to �
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. revision will be the responsibility of the developer. PROP. 15" RCP $-4
PROPOSED
PROPOSED STORM SEWER
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a V6. Prior to Initiation of work, the contractor shall be responsible for acquiring all necesearg VDOT land use W ami
representative of the developer must be available at all times. permits for any work on VDOT rleht-or-way. EXISTING SANITARY SEWER
PROJECT INFORMATION
PROPOSED SANITARY SEWER to to �"
-1. Warning signs, markers, barricades or Flagman should be in accordance with the Manual on Uniform Traffic V-1. If required by the local VDOT Reeldency Office, a pre -construct lon conference must be arranged and F w
Control Devices (MUTCD). held bg the engineer and/or developer with the attendance of the contract r, various County agencies, utility EXISTING ELECTRIC SERVICE
companies and VDOT prior to initiation of work. �- PARCEL IDENTIFICATION: TM 11-((A))-39 SETBACKS: REQUIRED: PROPOSED:
8_ All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE - - rn
embankment. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any FRONT: 220' FRONT: 211' ;..4 L4
undetermined length of time. VDOT will also require 45 hours notice for any inspection. CURRENT ZONING: RA r W 0
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values 1.966 EXISTING GAS LiNE 51DE: 210 SIDE: 463
than 6 will require revised pavement section prepared In Greenwa Engineering and approved In the owner. V9. The contractor will be responsible For maintaining adequate access to project From the adjacent CURRENT USE: SINGLE FAMILY /VACANT REAR: 210' REAR: 560' 'd
c1 p p y y 9 9 pp y p g eq e J J PROPOSED GAS LINE �' PROPOSED USE: UNMANNED COMMUNICATION TOWER
public roadway through construction and maintenance of a construction antra ,ca in accordance with the W �
10. All roadside ditches at grades of more than 590 shall be paved with cement concrete to the limits indicated Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, cress to other properties PROPERTY LINE
on the plane and as required at the field Inspection. affected by this protect shall be maintained through construction. The Dev toper shall have, within the limits ;SITE AREA: 121536 AC OUTDOOR LIGHTING NONE SPECIFIED
of the project, an employee certified bg the Department of Conservation an Recreation in Erosion and FLOW LME -- ...� ...- ... �- ...- ...-. DISTURBED AREA: 10,1400 SF
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation LEASE AREA: lo,000 5F OUTDOOR STORAGE NONE SPECIFIED
be minimum 6" diameter and conform to VDOT standard SB m
-1. and deficiencies imedlately after each rainfall, at lest daily during prolong rainra11, and weekly when no FENCELINE ra infa I I event occurs. EXISTING POWER POLE
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12. Construction debris shall be containerized In accordance with the virglnla Litter Control Actt no less than BUILDING HEIGHT
one Inter receptacle shall be provided at the construction alto. 110. Contractor shall ensure adequate drainage is achieved and maintained the site during and at the end INO ENVIRONMENTAL
EXI5TNG TELEPHONE POLE FEATURES ARE PRESENT MAXIMUM = 35'
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to of construction. tT, SON THIS PROPERTY PROP. HEIGHT a SEE ATTACHED G.U.P.
entering public streets' and it le the contractors responsibility to clean streets allay dust, and to talcs EXISTINCs WATERLINE W/ TEE --- T!
VII. All avatar and sewer lines within existing or proposed VDOT right-of-way re to have minimum 36" cover �
whatever measures are necessary to Insure that the atreeta are maintained in a clean, mud and dust fres and, when possible, to be installed under roadway drainage facilities. PRpp06ED WATERLINE W/ TEE • W 'T' •
condition at all times.
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V12. Any unusual subsurface conditions encountered during the course of construction shall be immediately ht to the attention of thneer an . Work hall cease in thfnlPROPOSED FIRE HYDRANT pW 0
14. •Notification shall be given to the appropriate utility company prior to construction of water and/or santt9r9 brouge engineer VDOTsat vfctg until an adequate design
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE
sheets, and connections to existing Imes_ a
V13. All fill areas, borrow material and undercut areas shalt be inspected and approved by a VDOT PROPOSED WATER METER m COPi FOR i011A
15. All sanitary sewers and water mains and appurtenances shall be constructed to accordance with the current representative prior to placement and fill. 11here CBR testing to required, 6 OT representative shall be INFORMATION
standards and specifications of Frederick County and/or the Frederick County Public Service Authority. present to insure the sample obtained is representative of the location. soil samples are submitted to EXISTING REDUCER c
private laboratories for testing, the samples shall be clearly identified and I boled as belonging to a r` ��G OGS
16. The location of existing utilities shown in these plans are taken From existing records. it shall be the project which will be accepted by VDOT and that testing shall be conducts according to all applicable PROPOSED REDUCER COUNTY of FREDERICKw LU
contractors responsibility to vertF9 the exact horizontal and vertical location of all existing utilities as needed VDOT standards.STOP SIGN a Department o[Planning and Development
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing 540/665.5651 W
utility verification and the proposed construction. V14. All roadway fill, base, subsurface material and backfill of utflity/storm sower trenches shall be compacted VEHICL4PER DAY COUNT 100 °A` FAX: 540/665-6395 }
in 6" lifts to 9590 of theoretical maximum density as determined by AASHTO T-139 Method A, within plus or
11. The developer will be responsible for any damage to the existing streets and utilities which occurs as a minus 2910 of optimum moisture for the full width of any dedicated street right -of -wag. At the direction of PROPOSED STREET NAME SIGN + Januar) 28, 2002
result of Pits construction project within or eontt uous to the existing right -of -wag. VDOT Ins Inspector, density tests performed b a qualified independent a enc shall be conducted as required PROPOSED SANITARY LATERAL CLEANOUT
10
p J 9 9p y p y q p 9 y q
in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final M.KartalDoshi
18. When grading Is proposed within Casements of utilities, letters of permission from all involved companies VOOT approval. SANITARY MANHOLE IDENTIFIER 12 Shared ralDs,LLC
must be provided to Frederick County Public Service Authority prior to issuance of grading and/or site d
development permits, 115. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further 65;Lean,01 yKnol101 A
� p where determined necaeeary by VDOT Inspector. p Mr,Lean,vA 22101 9
19. The developer will be responsible for the relocation of any utilities which is required as a result of his STORM DRAIN STRUCTURE IDENTIFIER O W.: CUT #20-01for the Reynold's Store Telecommunications Facility
project. The relocation should be done prior to construction. Vlro. The installation of any entrances and mailboxes within any dedicated street right -Of -way shall neet v0OT Property Identification Number 11-A-39
20. These plana ideanttfy the location of all known graveafteas. Gravealtea shown on this plan will be proter.ted minimum design standards and is the rmponatbillty of the developer. EASEMENT LME D,•irMr.Doshi:
In accordance with state law. In the event gravealtea are discovered during construction, the owner and VI1. Prior to acceptance by VDOT of any streets, any required street eignago and/or pavement makings must CENTERLINETis lette is to confirm action taken by the Frederick County Board of Supervisors at their meeting on
engineer must be notified immediately. be installed bg the developeror at VDOT's discretion, bg VDOT on an account recelvable basis. Stop signs .la,uary 23, 2002. Your Conditional Use Permit, #20-01 for a 195 -foot -high lattice -type
shall be thlrty (30) inches toll with high lntonelty sheeting. The bottom of the sign shall be six (ro) feet above 12.0 te,"Comrunications facility, was approved with the following conditions:
the od a of pavement and the oat shall be installed a minimum of Four (4) feet from the edge of averment. EXISTING SPOT ELEVATION
21. The contractor 18 to verify field conditions prior to and during construction and notify Greenway Engl;^eering g p p � p t. A]Zoning Ordinance requirements and review agency t:ommentsshall beaddressed and complied
at (540) 662-4185 immediately of any discrepancies between actual Field conditions anct the approved plan. Sign posts shall be of a type found on VDOT's approved list. A copy of this list may be obtained from the PROPOSED SPOT ELEVATION +3 Ath at all times.
District Material Section. Contact the local VDOT Residency Office with any questions regarding sign 115-
22. Controlled fills shall be compacted to 9590 of maximum density as determined by method "A" per standard material and placement. EXISTING TREE DRIP LINE 2. She tower shall be available for co -locating personal wireless services providers.
proctor AA5l-ITO-T913, A5TM-D698, or VTM-i as applicable. Density shall be certified by a registered 3. A minor site plan shall be approved by the County.
V118. the developer must provide to the local VDOT office a list of all material sources prior to construction.
professional engineer and results submitted to Frederick County prior to pavement construction. If a Copies of all invoices for materials within an dedicated street rl ht-of-wa must be provided to the local 4. Te tower shall be removed b the applicant or property
eotechnlca I report has been prepared, it should supersede the requirements in this note. p y g i p Y PP p party owner within twelve (12) months of
9 p p p p q VDOT Residency Office prior to acceptance of the work Unit and total prices may be obscured. abindonment of operation.
23. Contractors sha I I notiF operators who maintain in under round uttlft Imes in the area of proposed excavatio 5. Astrobe light will be permitted to be placed on top of the tower, at the request of a local airport.
y p g y p p g V19. Aggregate bases and Bub -bases sha11 be placed on the sub -grade by means of a mechanical spreader.
or blastin at least two (2) working days, but not more than ten (10) working da s prior to commencement Densit will be determined using the density control strip as specified to VDOT's Road and Brid a
g g y g y ' p y g y p p g 6, in the event a telecommunications tower isnot erected within twelve (12) months of the approval
of excavation or demolition. Names and telephone numbers of the and operators underground utflity Imes Specifications -Section 304 and VTM-10. A certified compaction to&nlclan shall perform these tests. A { of this Conditional Use Permit, then the CUP will be deeded invalid.
In Frederick County appear below. These numbers shall also be used to serve in an emergency condition. cartiFiod copy of the test results shall be provided to the Residency Office. In additions to checking 1'1', iii
If yo6ave any questions regarding this action or the site plan approval process, please feel free to call this
stone depths, a VOOT representative shall be notified and given the opportunity to be present during the office.
construction and testing of the densttg control strip. 1i ► �.
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V20. Asphalt concrete pavement shall be placed 1n accordance with the latest edition of VDOT's Road andW 4
5ridge Speciflcatione-5ectlon 315. Density will bet determined using the densltg control strip as specified in
Section 315 and VTM-16. A certified compaction technician shall perform these toots. A certified copy of C=-, E'-' U
the test results shall be provided to the 1Reoldency Office. A VOOT representative shall be notified and Eli- R_ L.wence AICP, CZA O Z H11.4
given the opportunity to be present during the construction and testing of the control strip. �/ TWE
7 �( a /� Deputy Diector '"'
V21. Approval of these plans shall expire three (3) years from the date of the approval letter. AI=PRO)YED 5 I TWE ,CONING �-IDMiNiSTNA4TOR E'RLJch O E-
a.: Sdney Reyes, Gainesboro District Supervisor U
Commissioner of Revenue Q �
Mark D. Smith, Greenway Engineering ^ E--,
107 North Kent Street Winchester, Virginia 22601.5000 W Q i(0`ya O
c co �euc rioN No res �-i
V22. Final Location of CG -12 curb ramps shall be determined by VDOT inspector �-
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. 'rHE LINES SHALL �Jj Zf BIZ > r J O
ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. ZONING ADMINISTRATOR DATE O U W U
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. FIFE MARSHALL t5 NOTGSHEET INDEX Z w <� w
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3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO HE COORDINATED WITH THE AUTHORITY'S INSPECTOR. >- SITE PLANE VALID FOR 5 YEARS z C
Fire lane markings and signage: FROM DATE OF APPROVAL.
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER Any "No Parking" signs and yellow painted curb locations will be installed COVER SHEET SITE PLAN
2 M Z
METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO by field inspection at the direction of the Fire Marshall's Office. li
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BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL E & S PLAN &DETAILS 3
GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE TRIP GENERATION [)ATA 'COVER SHEET
DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. OP
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5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: CLASS USE DWELLING UNITS TRIP RATE TRIP RATE USE VPD
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ,
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. K D. SMITH p Project Name: Project Number:
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. No. 022837
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO NOTA PLICABLE FFllr REYNOLDS STORE UNMANNED C01rMUNICATlON FACILITY 3293
THE PROPERTY ERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY Vv, l_` uZ
WILL INSTALL THE METER. (UNMANNED COMMUNICATION FACILITY -NOD ILY TRAFFIC) `SS/CNAL Magisterial District: Date of Plan: (Month, Day, Year)
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: GAINESBORO DISTRICT 02/11/01
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORKOwner: Address, Including Zip Code & Telephone No.
UTiL iT1' CON7ACT5 PROFESSIONAL SEAL & SIGNATURE DANIEL A & MARY J SHENK 8840 NORTH FREDERICK PIKE
BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED.
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. Frederick County Sanitation Authority Phone: Verizon THESE PLANS ARE IN CONFORMANCE WITH / ROGER IVY & SUE L SHE:iVK CROSS JUNCTION, VIRGINIA
P.O. Box 1877 P.O. Box 17398 FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code & Telephone No. DATE: MAY 2002
ANY DEVIATION OR CHANGE MD 21297 ORDINANCES
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22604 Baltimore, amore, .
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVEN'T'ION ASSEMBLY, AS Winchester, 6501 SANDY KNOLL COURT DESIGNED BY: DLF
REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS (540) 868-1061 (301) 954-6282 IN THESE PLANS SHALL BE APPROVED BYTHE ZONING ADMINISTRATOR PRIOR TO SHARED TOWERS, INC. McLEAN, VIRGINIA 22101
REQUIRED. Power: Allegheny Power Gas: Shenandoah Gas Cc. (703) 628-2654 CHECKED BY: EAW
P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: Address, Including Zi Code & Tele
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ Hagerstown, MD 21741 Winchester, VA 22604�g g p phone No.
BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE 1-800-654-3317 (540) 869-1111 151 Windy Hill Lane JOB NO. 3293
READOUT IS REQUIRED. MISS UTILITY 1-800-257-7777 Greenway Engineering Winchester, VA 22602
(540) 662-4185 SHEET 1 OF 3
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GENERAL SITE NOTES:
1. ENTIRE FENCED AREA IS TO BE COVERED WITH FILTER FABRIC a 6" GRAVEL..
2. FACILITY SHALL BE CONSTRUCTED WITH MATERIAL OF A GALVANIZED FINISH (OR
PAINTED A NON -CONTRASTING BLUE OR GRAY, UNLESS OTHERWISE MANDATED BY FAA
OR FCC REGULATIONS.
3. A 6' STOCKADE FENCE WILL BE REQUIRED ON ANY SIDE OF THE TOWER FACILITY'S
TOWER PAD SITE THAT IS VISIBLE FROM ADJACENT ROADWAYS AND RESIDENCES.
4. THE INGRESS/EGRESS EASEMENT FOR THE ACCESS ROAD SHALL BE RECORDED
UPON COMPLETION OF ACCESS ROAD CONSTRUCTION.
/' LEASE AGREEMENT WILL BE STATED AS FOLLOWS:
THE EXCLUSIVE RIGHT TO U5E AND OCCUPY REAL PROPERTY, APPROXIMATELY
10,000 50UARE FEET OF LAND, AS APPROXIMATELY DESCRIBED AND 5HOWN OhV
EXHIBIT A, TOGETHER WITH NON-EXCLUSIVE EA5EMENT5 (a) TO PUBLIC RIGHT-OF-WAY,
FOR REASONABLE ACCE55, (b) TO THE APPROPRIATE SOURCES OF ELECTRIC ANO TELEPHONE
FAGILITIE5 A5 DETERMINED BY LE55EE, (c) FOR PLACEMENT OF ANY 5UPPORTIN& GUYED WIRE5
A5 REA50NABLY DETERMINED BY LE55EE PER GOOD ENGINEERING PRACT16E5 AND (d) TO MEET
FALL -ZONE OR 5ET BACK REQUIREMENT5 (COLLECTIVELY, THE "5/7E')."
I■X4'X4'-8" SLATS, 2-P NISI4 NAIL AT
TOP AND BOTTOM
2"X4■X4' BEAMS, TOE NAIL TO POST
4■X4•X8' POSTS
125" /I, 4'-01 I.
NOTE$: _
I. PRESERVATIVE STAIN ON ALL WOOD.
COLOR TO MATCH TWAT OF BLDG.
2. FINISWED SIDE OF FENCE $WALL FACE
ADJOINING PROPERTY, IF APPLICABLE.
COMPACTED CsRAVEL
ro' WOOD STOCK,
NOT TO SCALE
TOWER AREA GRAVEL PAVEMENT SECTION
NOT TO SCALE
II
GRAVEL DETAIL
6" SUBBASE VDOT STD. GR -21A
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5L IrI .1 I I -lei.II-FL IS COMPACTED SUBGRADE
(COMPACTED TO 95% DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-1 METHOD)
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 10. SOIL TEST
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
PWTSECT
WIRE MESH REINFORCING VD.O.T.
411ROAD AND BRIDGE STANDARDS SECTION 30104
CLASS A-3 CONCRETE
6" BASE 21-A
COMPACTED SUBGRADE
(COMPACTED TO %% DENSITY AT OPTIMUM
MOISTURE CONTENT, VDOT BTM -I METHOD)
CONCRETE PAD
(NOT TO SCALE)
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GRAVEL DETAIL
6" SUBBASE VDOT STD. GR -21A
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5L IrI .1 I I -lei.II-FL IS COMPACTED SUBGRADE
(COMPACTED TO 95% DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-1 METHOD)
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 10. SOIL TEST
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
PWTSECT
WIRE MESH REINFORCING VD.O.T.
411ROAD AND BRIDGE STANDARDS SECTION 30104
CLASS A-3 CONCRETE
6" BASE 21-A
COMPACTED SUBGRADE
(COMPACTED TO %% DENSITY AT OPTIMUM
MOISTURE CONTENT, VDOT BTM -I METHOD)
CONCRETE PAD
(NOT TO SCALE)
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DATE: MAY 2002
SCALE: AS SHOWN
DESIGNED BY: - DLF
FILE NO. - 3293
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FILE NO. - 3293
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CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
FLOW
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
FLOW
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
—1
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1
Sherwood A want
S T O1VE CONSTRUCTION ENTRANCE
GROUND
70' MIN. EXISTING
1 Al 3, PAVEMENT
5:1
FILTER CLOTH 6" MINI pI MOUNTABLE BERM
(OPTIONAL)
SIDE ELEVATION
12' MIN. •
VDOT #1
COURSE AGGREGATE
" MUST EXrEND FULL WIDTH
OF INGRESS AND EGRESS
OPERATION
70' MIN.
B
I POSITIVE DRAINAGE
B TO SEDIMENT
TRAPPING DEVICE
PLAN VIEW
FILTER CLOTI ---
SECTION A -A
REINFORCED CONCRETE
SECTION B -B
DRAIN SPACE
SOURCE: ADAPTED fron 1983 Ida! land Standards for Sal erosion and Sediment Control, and Va. DSWC Plate 3.02-1
RE5PON51BLE LAND D15TURBER
NAME:
GERTIFIGATION #:
DATE:
THE RE5PON51BLE LAND D 15TURBER
15 THE PARTY RE5PON51BLE FOR
GARRIN6 OUT THE LAND D15TURBIN6
ACTIVITY A5 SET FORTH IN THE PLANS.
P A
r
CE
b XX
1 %
SF I
LIMITS 01= � I
CONSTFAUCTION I ��
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*, 1 i
-= I
u� II J o i 0 50 100
SGALE: I" -/,50'
i-.--•--•---� 210' s�tbAr+`
E=ROSION AND SE=DIMENT GONTROL NARRATIVE=
RE='riNOLDS STORE= UNMANNE=D GOMMUN I GAT I ON F=AG I L I TY
Description: This project proposes the construction of a new communication tower facility.
This pro
jt includes the construction of approximately 5 concrete pads for a K15'
lattice towerecand it's mechanical equipment.
Existing site conditions: The area to be disturbed under this plan Is currently an open field.
Adjacent areas: This property borders route 522 Northbound.
Critical areas: There are no unusual or critical areas at this site.
Erosion and sediment control measures: Gontrol of erosion and sedimentation for this site
shall be achieved by Installing the following.
I. Gonstructlon entrance.
2. Gonstruct Silt fence.
3. Soil stabilization through permanent seeding of any unpaved disturbed areas.
Permanent stabilization: Once constrvctlon is complete, all disturbed areas not built upon
or paved shall be covered with a minimum of four (4) inches of topsoil. Fertilizer, seeding
and a blanket of straw shall be applied to the topsoil.
5tormwater management: There is no proposed stormwater monagemant for this project.
Maintenance Program: The erosion and sediment control measures installed on the site
shall be maintained by performing the following.
I. The site superintendent shall inspect all erosion and sediment control devices after each
rainfall and at least dally during prolonged rainfall. Damaged or deficient controls shall be
repaired or improved Immedately.
2 The site superintendent shall Inspect daily the areas construction activity to insure
erosion control effectiveness. Additional measures shall be installed immediately where
deficiencies are found.
3. Permanent erosion control measures Include the installation of rip rap at storm sewer
outfalls and the establishment of grass on exposed surfaces disturbed in the construction
process.
Erosion and sediment control program :
I. Hold pre construction meeting on site.
2. Install construction entrarte.
3. Installation of slit fence.
4. Grade the site, I—Aall concrete pads.
5. After approval by the Inspector, remove the temporary control devices and stabilize the
areas disturbed during removal.
Note: Frederick Gounty retains the right to add and/or modify these erosion
and sediment control measures during the construction process, within reason, to ensure
adequate protection to the Kublic and the environment.
seeding schedule (soil stabilliation):
I. Spread topsoil at a minimum depth of four (4) Inches.
2. Incorporate pulverized aglculturol limestone Into the topsoil at a rate of C12 lbs. per
1,000 square feet (2 tons pe- acre).
3. Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 Ibs per
acre).
4. Seed all areas wlth a reel mix consisting of 61% Kentucky 31 Tail Fescue and 33%
Red Top Glover.
5. Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre,
anchored with cutback or emL151fled asphalt applied at a rate of 200 gallons per acre.
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DATE:
MAY 2002
SCALE: AS SHOWN
DESIGNED BY- - DLF
FILE NO. 3293
SHEET
3 OF- 3