HomeMy WebLinkAbout19-19 Site PlanLEGEND
EXISTING EDGE OF PAVEMENT
- -
EX EP
-
EXISTING EDGE OF GRAVEL
0
EX EG
Disturbed Area
EXISTING CURB AND GUTTER
Zoning
EX CG -6
-
EX. INTERMEDIATE CONTOUR
Existing Use
49
Proposed Use
EXISTING INDEX CONTOUR
Outdoor trash receptacles is not proposed.
50
Acreage
EXISTING SPOT ELEVATION
Disturbance
X 50.0'
This project will not disturb any environmental features as
EXISTING TELEPHONE LINE
_T
-T -T
-
EXISTING SANITARY SEWER
-S
-S -S
--
EXISTING ELECTRIC SERVICE
-E
-E -E
-
EXIS77NG GAS LINE
- GAS-
GAS-
GAS -
Monument Sign Height 12 it
0%
EX. 15" RCP
EXISTING STORM SEWER
Wetlands >lAC
0 acres
0%
EXIS77NG FENCE LINE
_X
_X _X
-
EXISTING DITCH LINE
-
0%
0%
EXISTING WATERLINE W/ TEE
- W
- W FTI
Natural S. W.
EXISTING FIRE HYDRANT
10%
D&I
EXIS77NG WATER VALVE
- W
O
W
EXIS77NG REDUCER
W
W -
EX1S77NG TREE DRIP LINE
PROPOSED FEATURES
PROPOSED EDGE OF PAVEMENT PROP EP
PROPOSED EDGE OF GRAVEL PROP EG
PROP. CURB & GUTTER PROP CG -6
PROP. REVERSE CURB & GUTTER IVIIZI.PR0P CG- R
PROPOSED CONTOUR 50
PROPOSED SPOT ELEVATION
PROPOSED STORM SEWER
PROPOSED SANITARY SEWER
PROPOSED TELEPHONE
PROPOSED ELECTRIC
PROPOSED GAS LINE
PROPOSED WATERLINE
PROPOSED WATER METER
PROPOSED FIRE HYDRANT
PROP. 24" ADS
-S -S -S -
- T T --
01'WM
PROP. FH
COMMON LABELS & FEATURES
PROPERTY LINE OF PROJECT
NEIGHBORING PROPERTY LINES
EASEMENT LINE
PROPERTY CORNER FOUND
PARKING SPACE TOTALS
ADA HANDICAP PARKING STALL
SIGNS
SANITARY MANHOLE IDEN77FIER
STORM DRAIN STRUCTURE IDENTIFIER
LIGHT POLES
LOCATION OF TEST PITS
EROSION & SEDIMENT CONTROL FEATURES
LIMITS OF CLEARING & GRADING - - - - - _G
INLET PROTECTION ® IP
OUTLET PROTECTION 80
CHECKDAM 'W@
DIVERSION DIKE
SILT FENCE W/ WIRE SUPPORT
RIP RAP
SEDIMENT TRAP
CONSTRUCTION ENTRANCE
FREDERICK WATER CONSTRUCTION NOTES Rev. Jan. 2019
1. Frederick Water's Water and Sewer Standards and Spedfirations are available at www.f&erickwater.com
1. The contractor shall adhere to Frederick Wafer standards and spedfications in effect at the time of construction.
3. The contractor shall coordinate with and arrange for Inspection by Frederick Water.
4, The contractor shall conned a new sewer line to an existing manhole by core drilling the manhole.
5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap.
Frededck Water shall furnish all needed material and make the tap.
a. An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made.
6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick Water's inspector.
7. Frederick Waters maintenance division shall fumish and install all water meters through 2 inch in size.
meter box assembly installed correctly
Itis the contactors responsibility to have the ete
Y Y
Po ty
Before a permanent meter is installed:
a. The meter box, with its frame and cover, must be properly aligned with the coppersetter.
b. The frame and cover shall be set to final grade.
c. The distance between the top of the cover and the yoke bar shall be between 20 and 23 inches.
d. All components of the meter box assembly shall be in proper working order.
8. Forservices that connect io existing lines:
a. Frederick Water shall fumish and InstalC
1. a1146 xT6 , %', I", 114"and 1 a watersemices
A all sewer services.
It. The owner/deve/opershall.,
1. coordinate (or have the contractor coordinate) the location of the service lateral with
Frederick Waters engineering assistant
ii. submit an Application for Service and pay the required fees.
9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet
ASSE standard number 1015 or 1013.
10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE
standard number 1048 or 1047. Any extedor, privately owned fire line, interior or exterior, shall also have a fire service HP Prolectus III
meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required.
11. Fredenck Water shall review the mechanical plan(s) for design and materia/ approval of building's:
a. domestic wafer meter and its backflpw prevention device, and/or its
b. Fire service line's backflow prevention device.
12. DEQ must also approve sewer pump stations. Frederick Water requires a ropy of DEQ's Certificate to Operate and a copy of the station's
DEQ approved 0&M manual These documents must be received before substantial completion is issued and water meters re/eased.
WATER & SEWER DEMAND
AVERAGE DAILY
USE (GALLONS)
MAXIMUM DAILY
USE (GALLONS)
MAXIMUM PEAK
ROWRATE (GPM)
0
0
0
GENERAL NOTES
1. Permits must he issued from VDOT prior to any construction in a public light -of -way.
1. The Manual on Uniform Taf is Control Devices (MUTCO) must be adhered to when working in a public tight of way.
3. The contractor will remove all mud and debris from the public tight of way that is left by vehicles entering and leaving the site.
4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the
responsibility of the developer. All damage must be repaired to anginal conditions.
5. A construction entrance must be installed in accordance with the 'Piry/n/a Erosion and Sediment Conal/ Handbook"Section 3.01. The
contractor must maintain this access for the duration of the project.
6. The contractor will be responsible for adequate and positive drainage of this site.
7. The contactor will obtain a Land Disturbance Permit poor to any site work or construction.
8. All construction will be done following the laws and guidelines set forth by OSHA and POSH.
9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site condid'ons.
10. The developer is responsible for the relocation of any utilities required by this site plan.
11. All Erosion and Sediment Control de vires shown on this site plan shall be installed poor to construction.
12. All controlled fill must be compacted to a minimum of 95% density following Method A' ofthe Standard Proctor ASTM -0698,
AASHTO-799, or V7M-1 as applicable. Any All placed under buildings, structures, or pavement must be inspected and approved by a
professional soils engineer. A geotechnical report supersedes this note /f provided.
13. The contractor is responsible for contacting MISS U77UTYpoor to any site work. All utilities shown on this plan are approximate
locations and not all utilities maybe shown.
14. The contactor will contain all litter and debris on-site The work must be left in an orderly manner at the end of each workday.
15 An approved set of site plans must be on-site during the construction process.
16. The contractor will notify all utility companies prior to excavation within easements.
17. The contractor will seed and stew, for soil stabilization, any disturbed areas that will be left for more than thirty days.
COUNTY of FREDERICK
Department of Planning and Development
5401665-5651
Fax: 540/ 66M395
September 13, 2018
GreyWElfe, Ina.
Gary R. Oates, L&B, PE
1073 Redbud Road
Winebesler,VA2J 3
Re; CUP #08-18 Trailer Drop; Property Identification Number 43-19-67
Deu Gary:
"is letter is to confirm action taken by the Frederick County Board of Supervisors at their
meeting ce September 12, 2018. Conditional Use Permit 1108-18 was approved has imetor track
and tractor track trader puking use. Further conditions associated with the approval of the
Conditio el Um Permit include the fu8owerg:
1. All review agcvoy commems and ree auceacuts shall be complied with A dl times.
2. The site plan for this property ahall he designed tuaccomrmdme, the future Route 37 R -O -W.
No structures shall be located a hhin the future Route 31 R -O -W.
3. The site "I] meet the requircmems of the Frederick CmWy Zoning Ordinance Section 165-
204.24 Treetor truek and Ttactor back trader parking.
4. At such time this property develops with a by -right Ml light industrial use, this
conditional use permit shall be null mrd void.
5.Any expansion or clmoge of use shall require a new Cormitiowl Use Pm..it
Ifyou have my questiom regarding this action, please fal free to tali this office.
Sincmely.
MadrR Ch.
Zoning Administrator
MRC/pd
one Judith McCain -Slaughter, Statewall Board of Supervisor
William H Chne and Gary R Omm, Stoneivail Planning Commiscirams
Lenoir City Company of Virginia, P.O. Box 1657, Wuacheeler, VA 22604
Jam And..
Inspection Depateramt
107 Nord Kent Street, Suite 202 • Winchester, Virginia 22601-5000
VOOT GENERAL NOTES Rev. June
Vl. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VOOT)
Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Contra/ Regulations, and any other applicable state,
federal, or local regulations applicable. In case of discrepancy or conflict between the Standards or Specifications and Regulations, the
most stnngentshall govem.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia
Occupational Safety & Health (VOSH) Rules & Regulations.
V3. When working on VOOT nght-of-way, all traffic control, whether permanent or temporary, shall be /n accordance with the current edition
of VDOTs Work Area Protection Manual. A transportation management plan needs to be submitted for approval and /and use permit
issued prior to any execution of work within the VDOT nghl of way.
his expense, an and al/ utllib'es including tafiic signal poles, 'unction boxes
V4. 71re developer shall be responsib/e for re/orating, at s expe s , y g g p , )
controllers, etc., owned by VDOT or private/ public utility companies. It is the sole responsibility of the developer to locate and identify
ublity facilities oritems that maybe in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify
the developer from this responsibility.
V5. Design features relating to field ronstrucb'on, regulations, and control or safety of traffic may be subject to change as deemed
necessary by POO r. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer.
V6. If required by the kora/ VOOT Land Development Office, a pre -construction conference shall be arranged and held by the engineer and/or
developer with the attendance of the ronbactor(s), various County agencies, utility companies and VDOTpnor to initiation of work.
V7. The contractor shall notify the Iota/ VOOT Land Development Office when work is to begin or cease for any undetermined length of time.
VDOT requires 48 hours advance notice poor to any required or requested inspection.
V8. The contractor shall notify the Trafic Operations Center at (540) 332-9500 for any trafit control plan that impacts a VDOT maintained
Interstate or Primary roadway to provide notficat/on of the installation and removal of the work zone.
V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in accordance with Section 3.02 of
the V/rg/nle Erosion and Sediment Contra/ Handbook. Furthemrore, access to other properties affected by this project shall be maintained
through construction.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construcb'on.
VS 1. A# water and sewer lines within existing or proposed PLOT fight -of -way shall have a minimum thirty-six (36) inches cover and when
possible shall be instal/ed under roadway drainage facilites at conflict points.
V12. Any unusual subsurface conditions (e. g., unsuitable soils, springs, sinkholes, voids, raves, etc.) encountered during the course of
construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate
design can be determined by the engineer and approved by VDOT.
V13. All All areas, borrow material and undercut areas shall be inspected and approved by a VOOT representative prior to placement and All.
Where CBR testing is required, a VDOT representative shall be present to Insure the sample obtained is representative of the /oration.
When roll samples are submitted to private laboratories for testing, dye samples shall be dearly identified and labeled as belonging to a
project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VOOT standards and procedures.
V14. Al/ roadway fill, base, subgrade material, and backfill in u0/ity/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of
theoretical maximum density as determined byAASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the fu/1 width of
any dedicated sheet nght-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in
accordance with VDOTRoad and Bridge Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified
otherwise.
V15. VDOTStandard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VOOT.
V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as storm sewer
pipe and a select number of p1pe culvertsfor pipe culverts, a minimum of one pipe Installation for each size of each matertal type will be
inspected of ten percent of the total amount for each size and material type summanzed. AI/ pipe Installations on the plans not identified
as storm sewer pipe shall be considered as cu/vertpipe for inspection purposes. Additional testing maybe required as directed by the Area
Land Use Engineer or their representative.
V17. The Installation of any entrances and mailboxes within any dedicated street nghl-of-way shall meet VDOT minimum design standards and is
Me responsibility of the developer.
V18. Prior to VDOT acceptance of any streets, all mqu/red street signage and/or pavement markings shall be installed by the developer or, at
VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices.
V19. The developer must provide to the VDOT Land Development Office a list of all material sources prior to the start of construction. Copies of
all invoices for materials ut/lzed within any dedicated street right -of --way must be provided to the local VDOT Residency Ofike poor to
acceptance of that work. Unit and total prices may be obscured.
V20. Aggregate base and subbase materials shall be placed on subgrade by means ofa mechanical spreader. Density will be determined using
the density control stip in accordance with Section 304 of the VOOT Road and Bridge Specifications and VTM-10. A certified compaction
technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition
to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and
testing of the density control strip.
V21. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Budge Specifications. Density shall be
determined using the density control strip as specified in Section 315 and 1/711-76. A certified compaction technician shall perform these
tests. Certified copies of the test reports shall be submitted to VOOT daily, unless spedrred otherwise. A VDOT representative shall be
notified and given the opportunity to be present during the construction and testing of the control stop.
V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom
of the excavation to determine the type and condition of the foundation. The contactor shall report findings of foundation exploration to
the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard P51-1.
Where soft yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall
be determined by the engineer and approved by VDOT.
V23. POO TStandard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOTs installation cntena.
Fina/ approval ofguard2il layout to be given by VOOT after grading is mostly complete.
V24. Approval of this plan shall expire five (5) years from the date of the approval letter
V25. VDOT Standard CG -11 Curb Ramps shall be installed where indicated on these pians and/or as specfied by VDOT.
V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced be/ow proposed foundation a/evatin to
determine the type and condition of the foundation. The conlactorshall submit copies ofboreho/e logs and report findings offoundation
exp/oration to the engmeerand VDOTfor approval poor to constructing box. Foundation designs shall comply with VDOT Road and Bridge
Standard PS -1. Contrary to the Standard, where nick is encountered and cast -in-place box is proposed, the thickness of bedding shall be
six (6) inches. Where soft yielding, or otherwise unsuitable foundation is encountered, the foundation design anQ7or need for foundation
stabilization shall be determined by the engineer and approved by VDOT.
TRIP GENERATION DATA
DATA TAKEN FROM MEI. M MANUAL 8th EDITION
RESPONSIBLE LAND DISTURBER
NAME: GARYR. OWES LS -B PE
CERTIFICATION # PE #40616, LS -B#1 8
EXP" DATE.' JULY, 2020
1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity asset forth in the plans.
2. Note: An on-site pre -construction meeting is required with the Owner, Site Contactor, Public Works; & Designer pnor to commencing any site
3. The contactor will possess a Land Disturbance Permit prior to any site work or construction.
S;t a p\,DA �
--rviata le r owoe
VICINITY MAP
PROJECT INFORMATION
Property Daly
Tax Map Number
43-(19)-64
Address
660 McGhee Road
Party/ Area
4.943 acres
Disturbed Area
4.93 acres
Zoning
M-1
Legal References
#060010671
Existing Use
Vacant
Proposed Use
Trailer Parking Lot
Zoning Data
Open Spare Minimum 25% = 53,824 sf
Open Spare Proposed 4796 = 21,339 sf
F.A.R. Maximum 1.0
F.A.R. Proposed 0.0
Contact Numbers
Surveying & Engineering Flim
GreyWolfe, Inc (540) 667-2001
Zoning Enforcement.,
Department of Manning (540) 665-5651
SiteInspectors:
Department of Inspections (540) 665-5650
Erosion and Sediment Control:
Department of Public Works (540) 665-5643
Sanitary Sewer and Water:
Frederick Water (540) 869.1061
VDOT: (540) 535-1814
Telephone: Verizon (301) 954-6182
Electric.,
Shenandoah Electric Cooperative (540) 450.0111
Gas: Washington Gas Co. (540) 869-1111
91SS UTILITY: 1.800-552-7001
Owner by Contract
Trailer Drop, LLC
1073 Redbud Road
Winchester, VA 22603
Phone - (540) 667-2001
Ing
CZ
Building Setbacks Per Code Proposed
Front: 75' n/a
Left Side: 15' n/a IA
Right Side: 25' n/a �Gl m C�
Rear., 15' n/a O
O Qin
S tt, j
Parking Setbacks Per Code Proposed : ti N
front:8533'
5'
Left Side: 5' 16.00'•-
RightRear. 5' 10.44 �pvOJ
Rear: 5' 130.44' -
Z
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Sheet Index
Rw
Cover Sheet & General Notes
Zel c<
Boundary and Dimensions Plan
ci C m 2
U,
Grading Plan
Sheet 3
99 TRAILER SPACES
i 3 Q o lg�gr
`Cyr" Q 2� il7a
SPACES ARE FOR TRAILERS ONLY
x W W a 2
AND NOT TRACTOR TRUCKS.
W W 2¢ m e o
VOOT Entrance and Details
Sheet 7
Proposed
2.
Outdoor trash receptacles is not proposed.
Features
Acreage
Allowed
Disturbance
3.
This project will not disturb any environmental features as
Floodplain
0acres
0%
0%
Monument Sign Data
Sign Area 50 sf
defined by the Frederick County Zoning Ordinance.
O
4.
The owner will be responsible for obtaining or granting
Lakes & Ponds
0 acres
Monument Sign Height 12 it
0%
easements shown on this plan.
Wetlands >lAC
0 acres
0%
0%
g
SEE FREDERICK COUNTY ZONING
Sinkholes
0 acres
0%
0%
J
J
involved.
Natural S. W.
0 acres
10%
ORDINANCE § 165-201.06
6.
.
Z
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Sheet Index
Rw
Cover Sheet & General Notes
Sheet 1
Boundary and Dimensions Plan
Sheet 2
Grading Plan
Sheet 3
Landscaping Plan
Sheet 4
Slormwaler Plan
Sheets
Erosion & Sediment Control Plan
Sheet 6
VOOT Entrance and Details
Sheet 7
Retention Areas
Steep Slopes >50% 0 acres
Woodlands 0 acres
Final Site Plan Approved by
underground.
25% 0% 7• Site shall comply with 165-104.14, Tactor Truck and Tactor
25% 0% Truck Taderparking.
8. Parking spaces shall be stnped.
APPROVALS
I
Reviewer
1. Site Plan approval from VDOT will expire three (3) years tom the date of the approval letter.
2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval.
3. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contactor must obtain a
Land Disturbance Permit and agree to panodic inspections.
4. The Frederick County Department of Inspections approval does not constitute a building permit Building plans must be submitted and
approved poor to constructing any structure. Furthermore, the site must meet a# ADA requirements and be approved by Inspections.
71
]UNE 4, 2016
Zoning
General Notes
FILE NO.
ti
Maximum
OF 7
C
J
1.
Exterior lighting as shown on sheet 4, not required.
Environmental
Existing
Disturbance
Proposed
2.
Outdoor trash receptacles is not proposed.
Features
Acreage
Allowed
Disturbance
3.
This project will not disturb any environmental features as
Floodplain
0acres
0%
0%
O
C
defined by the Frederick County Zoning Ordinance.
O
4.
The owner will be responsible for obtaining or granting
Lakes & Ponds
0 acres
0%
0%
easements shown on this plan.
Wetlands >lAC
0 acres
0%
0%
g
Easements will be recorded and copies sent to the parties
Sinkholes
0 acres
0%
0%
J
J
involved.
Natural S. W.
0 acres
10%
0%
6.
All utilities that will service this site must be placed
Retention Areas
Steep Slopes >50% 0 acres
Woodlands 0 acres
Final Site Plan Approved by
underground.
25% 0% 7• Site shall comply with 165-104.14, Tactor Truck and Tactor
25% 0% Truck Taderparking.
8. Parking spaces shall be stnped.
APPROVALS
I
Reviewer
1. Site Plan approval from VDOT will expire three (3) years tom the date of the approval letter.
2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval.
3. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contactor must obtain a
Land Disturbance Permit and agree to panodic inspections.
4. The Frederick County Department of Inspections approval does not constitute a building permit Building plans must be submitted and
approved poor to constructing any structure. Furthermore, the site must meet a# ADA requirements and be approved by Inspections.
71
DATE:
]UNE 4, 2016
ti
N/A
FILE NO.
ti
SHEET 1
OF 7
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DATE:
]UNE 4, 2016
SCALE:
N/A
FILE NO.
0600
SHEET 1
OF 7
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EXISTING CONTOURS RfaL CT I \ I �q \�\ \ 740
EXLMNGCONDITIONSASOFIMAY`,
9, 2019. THERE ARE NO PROPQSED
(GRADING COA70URS FOR THE ¢17E
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USE: OUTDOOR STORAGE I
1, 6.95ACRES
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/ 8'OF21-8 COMPACTED TO
/ 1 = 95%DE�tsm
SUBGR40EFREE OF ORGANICS
B COMPACTED T010% DENSITY
w
PRELIMINARY HEAVY PAVEMENT
i
1
z
0
SECTION FOR VDOT ENTRANCE
PAVEMENT DESIGN IS BASED DNA CBR VALUE OF6
8' OF 30-D COMPACTED 70
Ar
WHICH IS TYPICAL FOR FREDERICK COUNTY. THE VDOT
9596 DENSITY
30' 0' 30'
FIELD INSPECTOR MAYREQUIRE THE RMBLEPAVEMENT
C
DESIGN WORKSHEET' PER THE 200 PAVEMENT DESIGN
\
GUIDE' BASED ON OBSERVED HELD CONDITIONS IFSO,
/ SULAGRADf fREEOfORGANlCS
/ \/
GRAPHIC SCALE
THEN THE FINAL PAVEMENT DESIGN IS TO BE
8 COMPACTED 7010% DENSITY
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SUBMITTED BASED ONACTUAL CBR VALUES OBTAINED
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.�N....pN..
N
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USING VA TEST METHOD B. CONTRACTOR WILL NOT
TYPICAL STALVLIZ477ONSEC770N
INSTALL PAVEMENT OR CURBING W17H0UT7A3FEL'i1ON
_
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AND APPROVAL OF VDOT FIELD INSPECTOR.
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FILE NO. 0600
SHEET 3 OF 7
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FILE NO. 0600
SHEET 3 OF 7
HUBBELL WP -1 FULL CUT-OFF
MODEL # WP2CH175QT
WALL -PACK LIGHT DETAIL
OR EQUIVALENT
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LIGHTING SHALL CONFORM TO FREDERICK COUNTY20NING
ORDINANCE § 165-201.07
All outdoor lighting fixtures shall be designed, shielded, aimed,
located and maintained to shield adjacent properties and to not
produce glare onto adjacent pmperbes or road rights-of-way.
Parking lot fixtures and light fixtures on buildings shall be
full -cutoff fixtures.
aw— i
EX WI iNce
STORMWATER \ \ \ \ \
MANAGEMENT
LIGH77NGAS SHOWN IS OPTIONAL AND MAYBEADDED
AS A FUTURE PHASE. IT IS NOT REQUIRED TO BE
INSTALLED TO OBTAIN PLAN OR FINAL 517EAPPROVAL.
DROP INLET
INV=721.4'
30' 0' 30'
iiiii
GRAPHIC SCALE
LANDSCAPING NOTES
1, Miss LR/l/ty must be contacted poor ro planting. Adv/se engineer of record ofany mnfiicls /n planting locations and
utility markings. Landscepermual slake and guy all pees. Stake locations must avo/d utilities.
1. Trees and shmbs shall be healthy and free ofinsect eggs, larvae, and disease. The plants shall have ample mots and
be well branched.
3. The planter shall guarantee all plants for one year.
4. Landscaper shat/ use shredded mu/oY in all planting beds and around trees. Tags from each plant will be provided to
the owner.
5 P/antsubstitubans will be al/owed with the written approval of the Frederick CountyPlanning Department.
6. =shall shall conform to with § 165-103.018of the Frederick CountyZoning Ordnance. (Plant selection, planting
procedures, and maintenance).
(18"IN)=723.5'
(24'OU7)=723.0'
WGREENAR64 W \\\
5, 877 SF W W
\\
W W W O W W
W
GREEN AREA \
W 6,483 SF+ '✓r`�
W W W ( W
W I W
W FY W
•W I W
W W W
\ W W
§ 165-204,24.F (CUP REQ.)
AREA I REQUIREMENT AMOUNT
FRONT SETBACK -EVERGREENS DOUBLE ROW 11
SIDES 8 REAR - EVERGREENS 1 per 40' 41
53
EVERGREEN TREES
Symbol
Common Name
Botanical Name
Planting Size
Mature
Quantity
ImperviousArea c100,000sf
1per 1,000 sf
100,000/2000=50
Height
Height
36,432/5000 = 7
47— LC
Leyland Cypress
Cupressoryparis
6'
35-05'
45
1
1
Leylandii
Black Walnut
2
4
nn��
G4
Giant Arborvitae
Thuja standishii
6'
50'-60'
8
4"-6'
Ash
x p/aceta
6
6
7"-12'
/
///
NO TREES, SHRUBS, OR FENCES SHALL BEPLACED WITHIN ENTRANCE SIGHT LINES
NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN FREDERICK WATER EASEMENTS
NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN 5' OF UTILITYLINES
SEEDING SCHEDULE (PER SECTION 3.31 OF VESH)
1.) Topsoil will be spread at a minimum depth of 4".
1.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 91 its
per 1000 square feet (2 tons per acre).
3.) Fertilize with 10-10-10 at a rare of 23 Its per 1000 square feet (1000 lbs per acre).
4.) Seed mix will consist of 75% Kentucky 31 Tall Fescue, 10%Annual Rye, 10% Foxtall
Millet, and 5% Red Clover at 200/bs perac2.
5.) Straw mulch will be applied to all seeded areas at the rate of 3500/65 per aae and
anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre.
53 EVERGREENS REQUIRED PER ORDINANCE
53 EVERGREENS PLANTED
Parking Lot Data
Trees
Requirement
Calculation
Parking Stalls
1 per 10 Stalls
99/10 = 10
ImperviousArea c100,000sf
1per 1,000 sf
100,000/2000=50
Impervious Arca > 100,000 sf I
1 per 5,000 sf
36,432/5000 = 7
1
10
67
Green Aream Lot 5%of131,891=6,5950 P2,360
sf = 9.4% provided
TREE CREDIT FOR PRESERVED EXISTING TREES PER 165-203.OI.0
Size
Common Name
Credit
# of Trees
Total Credits
4"-6"
Sweet Gum
1
10
10
7"-11"
Sweet Gum
1
10
20
4"-6"
Black Walnut
1
1
1
7"-12"
Black Walnut
2
4
8
13"-18'
Black Walnut
3
1
3
4"-6'
Ash
1
6
6
7"-12'
Ash
1
1
1
13"-18"
Ash
3
4
11
19"-29"
Ash
4
28
4"-6"
Sycamore
1
2
7
7-12'
Sycamore
1
2
4
Total
76
_
y sw w w aw ew
CONTAINER GROWN SHRUB
b n I-3-
wa.
mw. s a.ey
w ma
BALL & BURLAP SHRUB
SHRUB PLANTING DETAIL
6wr m srwic)
67 TREES REQUIRED PER ORDINANCE
76 CREDITS ALLOWED FOR PRESERVING
EXISTING TREES PER 165-203.01.0
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TREE PLANTING DETAIL
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DATE:
JUNE 4, 2018
SCALE:
1" = 30'
FILE NO.
0600
SHEET 4
OF 7
735
730
W1
720
0+00 0+50 1+00 1+50 1+00 1+50 3+00
INFILTRATION POND PROFILE
3+50 4+00
735
730
715
720
STORM
ELEV.
DR41N TIME
I -yr
OVERFLOW= 731
.5'
I
TOA
85 HOURS
100 -yr
727.9'
93 HOURS
100 -yr -729.2'
—
1
r-717.96
01
IGINAL GRADE
_ — —
—
10-yr=72
.9'�
=
�S
1-yr=714.4'
z
100 -yr TAIL WA 1
FR = 714.61'
'ro
10 -yr TAIL WA 72
R = 723.81'
,moi`
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N
H
0+00 0+50 1+00 1+50 1+00 1+50 3+00
INFILTRATION POND PROFILE
3+50 4+00
735
730
715
720
STORM
ELEV.
DR41N TIME
I -yr
724.4'
55 HOURS
10 -yr
716.9'
85 HOURS
100 -yr
727.9'
93 HOURS
735
730
715
710
735 STORMWA TER ANALYSIS
Project Desalption
This site is located at the end on McGhee Road in Stonewall Industrial Park. The project will develop a grovel lot for trailer parking.
730 Existing Drainage Area
This project /s a 5 acres lot that drains to Red Bud Run. fiere are existing 10' drainage and utility easements around the property lines as well as a VDT drainage
easement across the property for of -site drainage to reach the creek. Along Red Bud Run are wetlands located within the 35' buffer and this area will remain
untouched. The current FEMA for
traverses the property as shown; however, the current study and proposed 100-yrflood line proposed by FEMA and set for
adaption /s at the toe of the pond and dear of the developed area.
715 A Tc Of 5 minutes Was used across the board for safety. A CN of 74 for good condition" open space was used.
1 -year event = 3.35 cis, (6,953 cu. /t.)
10 -year event =10.98 Cf5 (11,999 cu. R.)
100 -year event = 22.94 cis (46,531 a. ft.)
Site Post -Development Drainage
720
Pie project site will flow into the pond with the outlet set above the 10 -year storm. The pond's Infiltration rate is 1 %hr. The pond is designed to contain a 100 -yr
in the event the grated overflow becomes blocked. Total storage is 69,455 cubic feet.
I -year event = 0.0 cis, (17,324 cu. ft.
10 -year event = 0.0 ds (38,150 cu. 2)
100 -year event = 4.49 cis, (67,232 cu. ft.)
If /slues odes during the development of the site regard/ng site 0+00 0+50 1+00 1+50 Ene Balance E nation - (1-yearstorm) (/FO tl since area is over 1 acre)
{cost c pre x-prelRV-post) x 1F
Infiltration and stormwater run-off, Fmderick County can require 0.00 <335x (6,953/ 17,314) x 0.8 = 1.34 requirements are in
the design professional to reevaluate the stormwater plan.
The pond is oversized to the point that all stomrwaterrunoff up to a 15-yearstmm is contained before reaching the overflow on the riser. fiemium, this pond
removes 100% of the phosphorous from the runoff and exceeds the Commonwealth's requirements.
\ \ \ \ \ / Frank R Lee Soil Consulting
205 Swan Avenue
Berryville, 22611
e4
540-955-0-4 283
MAOSE N 1940001209
December 23, 2018
\ \ \ \ 30' 0' 30' Study Parcel: Tax Map 43-19-64, located in Stonewall Industrial Park, Lot #
GRAPHIC SCALE 10, owned by Trailer Drop LLC
I was requested to conduct a soil evaluation by Gary Oates on Lot # 10 in
I I \ / / — EX• i / \ I \ \ \ \\ Stonewall Industrial Park, for the purpose of determining the percolation rate
of the area of a storm water retention pond. On December 19aI visited the
site and a hand auger was used to evaluate the soils. (Descriptions to follow)
)(
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�'�'�;
\ \ I The site hes within the Valley and Ridge portion of the Shenandoah Valley.
The underlying geology consist of the Stonehenge Formation of Ordovician
age limestone. No apparent out crops were located in the study area. The
soils consisted of Massanetta type Silt Loams over Frederick-Poplimento
type Clay Loans. The overall percolation rate for these type soils is
estimated to be one inch per hour. In addition, some fill material had
accumulated in areas that consisted of Gray cinder material from ensshed
cinder black. This having no effect on the infiltration rate of the underlying
soils.
\ 11 I II \
1 I I I ` \ � 740
Frank R. Lee
Frank R. Lee Soil Consulting
Licensed Soil Evaluator, DPOR # 194001209
\
Stoeema radanim Park, lot As
\ \ / storm water Mm oon pond
I �fs �/� \ so¢snarnnr
\ \\ \ /J,2\\ //---- \ ✓�� (2M OUT)=713.0'
HOLE #1
10'TOP
10YR 4/3 Brown, Silty Clay Loam, weak medium
3X18"
TALL
ENERGY
RAVEL flLTfR
SSlPATOR
GRAVEL LOT
SHEET 5
r0
10YR 4/2 lark Grayish Brown, Silty Clay Loam, weak
H12: 1631"
moderate medium structure, few fare gravel, friable, resume
POND
——
—
01
IGINAL GRADE
_ — —
—
1' HR
z
'ro
735 STORMWA TER ANALYSIS
Project Desalption
This site is located at the end on McGhee Road in Stonewall Industrial Park. The project will develop a grovel lot for trailer parking.
730 Existing Drainage Area
This project /s a 5 acres lot that drains to Red Bud Run. fiere are existing 10' drainage and utility easements around the property lines as well as a VDT drainage
easement across the property for of -site drainage to reach the creek. Along Red Bud Run are wetlands located within the 35' buffer and this area will remain
untouched. The current FEMA for
traverses the property as shown; however, the current study and proposed 100-yrflood line proposed by FEMA and set for
adaption /s at the toe of the pond and dear of the developed area.
715 A Tc Of 5 minutes Was used across the board for safety. A CN of 74 for good condition" open space was used.
1 -year event = 3.35 cis, (6,953 cu. /t.)
10 -year event =10.98 Cf5 (11,999 cu. R.)
100 -year event = 22.94 cis (46,531 a. ft.)
Site Post -Development Drainage
720
Pie project site will flow into the pond with the outlet set above the 10 -year storm. The pond's Infiltration rate is 1 %hr. The pond is designed to contain a 100 -yr
in the event the grated overflow becomes blocked. Total storage is 69,455 cubic feet.
I -year event = 0.0 cis, (17,324 cu. ft.
10 -year event = 0.0 ds (38,150 cu. 2)
100 -year event = 4.49 cis, (67,232 cu. ft.)
If /slues odes during the development of the site regard/ng site 0+00 0+50 1+00 1+50 Ene Balance E nation - (1-yearstorm) (/FO tl since area is over 1 acre)
{cost c pre x-prelRV-post) x 1F
Infiltration and stormwater run-off, Fmderick County can require 0.00 <335x (6,953/ 17,314) x 0.8 = 1.34 requirements are in
the design professional to reevaluate the stormwater plan.
The pond is oversized to the point that all stomrwaterrunoff up to a 15-yearstmm is contained before reaching the overflow on the riser. fiemium, this pond
removes 100% of the phosphorous from the runoff and exceeds the Commonwealth's requirements.
\ \ \ \ \ / Frank R Lee Soil Consulting
205 Swan Avenue
Berryville, 22611
e4
540-955-0-4 283
MAOSE N 1940001209
December 23, 2018
\ \ \ \ 30' 0' 30' Study Parcel: Tax Map 43-19-64, located in Stonewall Industrial Park, Lot #
GRAPHIC SCALE 10, owned by Trailer Drop LLC
I was requested to conduct a soil evaluation by Gary Oates on Lot # 10 in
I I \ / / — EX• i / \ I \ \ \ \\ Stonewall Industrial Park, for the purpose of determining the percolation rate
of the area of a storm water retention pond. On December 19aI visited the
site and a hand auger was used to evaluate the soils. (Descriptions to follow)
)(
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I I I I I III I II 1111111 #2
11 '1 I I4 I I fill II11111I1'tt
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\ / Ilill li 111\\ \\\\yr�72i7."��il��lii)
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VIle
�'�'�;
\ \ I The site hes within the Valley and Ridge portion of the Shenandoah Valley.
The underlying geology consist of the Stonehenge Formation of Ordovician
age limestone. No apparent out crops were located in the study area. The
soils consisted of Massanetta type Silt Loams over Frederick-Poplimento
type Clay Loans. The overall percolation rate for these type soils is
estimated to be one inch per hour. In addition, some fill material had
accumulated in areas that consisted of Gray cinder material from ensshed
cinder black. This having no effect on the infiltration rate of the underlying
soils.
\ 11 I II \
1 I I I ` \ � 740
Frank R. Lee
Frank R. Lee Soil Consulting
Licensed Soil Evaluator, DPOR # 194001209
\
Stoeema radanim Park, lot As
\ \ / storm water Mm oon pond
I �fs �/� \ so¢snarnnr
\ \\ \ /J,2\\ //---- \ ✓�� (2M OUT)=713.0'
HOLE #1
Bti: 0-12"
10YR 4/3 Brown, Silty Clay Loam, weak medium
1" = 30'
Btl:6-18"
subangular blocky structure, friable, texture class IB
SHEET 5
Bt2: 12-26"
10YR 4/2 lark Grayish Brown, Silty Clay Loam, weak
H12: 1631"
moderate medium structure, few fare gravel, friable, resume
class IB
HOLE#2
Btl:0-12"
IOYR 413 Sown, Sihy Clay loam, weak medium
1" = 30'
Btl:6-18"
subangular blocky structure, friable, resdure class m
SHEET 5
Ba: 1246"
5YR 4/6 Yellowish Red, Clay Loam, moderate medium
H12: 1631"
subangular blocky structure, &fable, class IH
HOLE#3
Fill Ob"
IOYR 6/1 Gray, crushed material from cinder block
1" = 30'
Btl:6-18"
10YR 4/4 Dark Yellowish Brown, Silty Clay Loan, weak
SHEET 5
W:1848"
medium subsngular blocky structure. friable, class, IB
H12: 1631"
5YR 4/6 Yellowish Red, Clay Loam, moderate medium
submagulsr blocky structure, friable, class III
HOLE #4
Btl: 0-18"
lOYR 4/3 Browq Silty Clay Loam, weak medium
1" = 30'
Bit: 6.18"
subangular blocky struersme, friable, teatime class IO
SHEET 5
W:1848"
7.5YR 6/6 Reddish Yellow, Clay Loam, moderate medium
Bt2: 18-31"
subangular blocky smunim, friable, class III
I
HOLE # 5
Fill: ""
10YR 6/1 Cray, gushed material hum cinder block
1" = 30'
Bit: 6.18"
7.5YR 416 Strmg Browo, Clay Loam, moderate medium
SHEET 5
OF 7
subangular blocky structure, friable, class III
Bt2: 18-31"
5YR 4/6 Yellowish Red, Clay Loam, moderate medium
subangular blocky structure, friable, clew BI
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DATE:
)UNE 4, 2018
SCALE:
1" = 30'
RLE NO.
0600
SHEET 5
OF 7
E & S CONTROL STANDARDS E & S CONTROL NARRATIVE PIPE OUTLET CONDITIONS
A
1. Permanent or temporary soil stabilization shall be applied to denuded ProjectlkSaiplion
areas within seven days ager final grade Is reached on any portion of the A ado (11IN.)
site. Temporary soll stabilization shall be applied within seven days to This site is located at the end of McGhee road in Stonewall Industrial Park. The
denuded areas that may not be at final grade but will remain dormant for purpose of this plan is to grade the level with available fill for unknown future
longer than 30 days. Permanent stabilization shall be applied to areas that development. d� °
are to be left dormant for more Man one year.
PSE 0[TtLET TO WELL
2. During construction of the project, soil stockpiles and borrow areas shall Existing Site Conditions DEPUTED CHANNEL
be stabilized or protected with sediment trapping measures. The applicant PLAN VMW
is responsible for the temporary protect/on and permanent stabilization of 7his site was cleared about 12 years ago and /s now overgrown withshumac,
all soil stockpiles on site as well as borrow areas and soil intentionally autumn ollve, honey /ocus4 and briars. Redbud Run flows along the southern L a
transported from the project site. property line and the 100 -year flood line, as pulled from the air by FEMA, also
3. A permanent vegetative rover shall be established on denuded areas not crosses the property but amazingly does not exist on the adjacent property to the o x
otherwise permanently stabilized. Permanent vegetation shall not be west• a
considered established until a ground cover is achieved that is uniform, SECTION A -A T
mature enough to survive and will Inhibit erosion. Adjacent Parcels MXXR GID'IN m IN r-"•; eromo m MR PERINX'ER
4. Sediment basins and traps,perimeter dikes, sediment barriers and other NOTES: 1. APRON LINING WAY BE RINRA I GRDUTED RINRAP, GABION
ce The adjacent parcels are large lot agriculture properties and Industrial properties BAEN37L OR CONCRETE.
measures /mended to trap sediment shall be constructed as a first step in e. v is
MLENGTH OF THE RUI APRON AS CALCULI
any land -disturbing activity and shall be made functional before upstream USBiG PIATE3 318-3 AND 3.18-4.
land disturbance takes place. Soils 3. a - 1.5 TOWER THE NAlmlUu STONE DIAWETER. BUT HOT
LB.9 THAN a INCHES.
5 Stabilization measures shall be applied to earthen structures such as This 5 ave lot contains live soil types determined from Me USDA's So/Is Survey Souroe: Va. DSWC Plate 3.18-1
dams, dikes and diversions immediately after Installation. of Frederick County, VA.' The first is (06C) along the eastern side which is
s shall be designed and constructed caro°-Oak/et silt loams. The second are (*14C) Frederick-Poplimento /isms, third TEMPORARY SEDIMENT BASIN
6.Sedimen[ /reps and sediment basin
based upon the total drainage area in s served by the trap c bas/n. are (t16C) Fredenck-Poplimento looms (rocky), fourth are (017C)
fredenck-Poplimento loams (outcrop complex). Finally, the fifth type is (.029) Place rip -rap around the base and a layer of i'57 over the
a. The minimum storage capacity ofa sediment try shall be 134 cubic Massanetta loam along Redbud Run. Of course, the cut and fill operation will take
no -rap. Contractor /s responsible for maintaining the structure
9 Pa ty P and inspecting ager each rainfall.
yards per sae of drainage area and the trap shall only control drainage place in the llmestonG/karsf areas with outcroppings while the soils that are much 737.5' TOP
areas less than three acreseasier to excavate will remain untouched along the stream. These sol/s have 731.0' Sp/llway
b.Surface runoRirom disturbed areas that is comprised offiow from medium emilbillty and runoff. Disturbed Area = 5 acres
drainage areas greater than or equal to three acres shall be controlled by Wet Storage Required = 9,045 cu. R.
a sediment basin. The minimum storage capacity of a sediment basin Erosion Centro/ Program Dry Storage Required = 9,045 cu. R.
shall be 134 cubic yards per acre of drainage area. The outfit system Pond Volume Provided = 19,350 cu. It 726.0'
shall, at a minimum, maintain the structural integrity of the basin during a . Install construction enhance with wash rack ^�
twenty-five year storm of24-hour duration. RunoRcoeftclents used in .Insta/I sediment basin
ronolfca/cu/ations shall correspond to a bare earth condition or those . Install diversion dikes and silt fence 9 sv a.2
conditions expected to exist while the sediment basin /s utilized. . Install the inlet and outlet protections oersreWAoe
7. Cut and fill slopes shall be designed and constructed in a manner that • Grade site and seed all exposed surfaces immediately upon reaching final grade
will minimize erosion. Slopes that are found to be eroding excessively 724.0'
within one year of permanent stabilization shall be provided with additional General Erosion and Sediment Control Notes (VESH Table 6-1)
hI
slope stabilizing measures until the problem is Corrected. .'..'s4Ts. d...........�X /// //� 18'
ES -1. Unless otherwise indicated, all vegetative and structural erosion and sediment .. whir"""'
8. Concentrated runofrshall not flow down artor fill slopes unless control practices will be constructed and maintained according to minimum 721AT /\��/� \ 721.0'
contained within an adequate temporary or permanent channel, flume or standards and specifications of the Virginia Erosion and Sediment Control Handbook
slope draln structure.
and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations.
9. Whenever water seeps from a slope fare, adequate drainage or other
protection shall be provided. ES -2. The plan approving authority must he notified one week prior to the
m-consbuchon conference one week prior to the commencement of land
TEMPORARY DIVERSIOM DIKE
SOILS MAP - 111=400'
/ 1
10. All storm sewer inlets that are made operable during construction shall pDesign Note
disturbing activity, and one week prior to the final inspection. SOURCE: VA. Dswc PIA7C. 3=-1be protected so that sediment -laden water cannot enter Me conveyance \ \ \
system without first being filtered or otherwise treated to remove sediment. Remove sediment Rom Me wet storage area before it reaches a depth of 11". The pond \ \ \ \ \ \�
ES -3. All erosion and sediment control M be
v/measures are to be p/acedpnor to Or area is be for the sediment trap, banks will 2:1 and depth is greater \ \ \ \
11.8efore newly constructed stormwater conveyance channels or pipes are the first step in deanng, than the final design. The Bio -Retention Cell will be installed at the end of the project after t I I \ \\ \ \ \ \ >/:,,�
made operations., adequate out/et protection and any required temporary stabilization and the basin cleaned of all sediment and the bottom scanfled and dried out. 1 1 III
or permanent channel lining shall be Installed in both the conveyance ES -4. A copy afthe approved erosion and sediment control Ian shat/ be f 1 j 1 111 1 1 I \ \ \\ \
pp p / l l 1 1 III \ \ i
channel and receiving 1
channel. maintained on the site at all Gimes. / 1 1 I 1 I /
11. When work in a live watercourse is performed, precautions shall be /1 1 I 1 111
taken to minimize encroachment, control sediment transport and stabilize ES -5 Prior to commencing land disturbing activities in areas other than indicated
the work area to the greatest extent possible during construction. on these plans (including, but limited to, off-site borrow or waste areas), the / / / J //�//
Nonerdems material shall be used for the construction of causeways and contractor review and approval by the apptro�n auron thority. plan to the owner for /-\ \+ 1111 / / \
cofferdams. Earthen till may be used for these structures if armored b pp y p approving ty. ♦ \ � 1
nonerodib/e cover materials. ' \\�\\ \\\\\\ \ \ \\ I \ // �ij� �%%/ _- - DD
ES -6. The contractor is responsible for installation of any additional erosion Control
13. When a live watercourse must be crossed ar construction vehicles more
measures necessary ri prevent erosion and sedimentation as determined b the
than twice in an six-month nod, a rem roc vehicular crossin y \ \ \\ \\ ♦ \ \---• -�/' � � ' � � /
constructed of nonerodib/e at enol shall be provided. g plan approving authority.
14. All applicable federal, state and local regulations pertaining to working ES -7. Alp disturbed areas are to drained to approved sediment control measures at
in or crossing live watercourses shat/ be met. all times during land disturbing activities and during site development until final \\ \\ \\ 1 411,\,1 ; 1 \\� \\\, ;%'' •' NE //
stabilization is achieved. \ \ 1 I I ryj I I I
15. The bed and banks of water course shall be stabilized immediately 1 / / / i l I \ I\ \ Ez'
after work in the watercourse is completed. / / / �/ -
ES -8. During dewatering operations, water will be pumped into an approved , /ice / i /�� 11 I \\ `` - 1
/
16. Underground utility lines shall be installed in accordance with the filtering device.
following standards in addition to other applicable mtena:
ES -9. The contractor shall inspect all eros/on control measures periodically and
a. No more than 500 linear feet of trench may be opened at one time. after each runoff -producing rainfall event. Any necessary repairs or cleanup to
b. Excavated materia/ shatl be placed on the uphill side of benches. maintain the effectiveness of the erosion control devices shall be made / I
immediately.� /j iT / �!'I t �' �i i � it /
c. Effluent from dewatering operations shall be filtered or passed through
an approved sediment trapping device, or both, and discharged in a Frederick County Note: I I / 1 7(� //
manner that does not adversely affect flowing streams or oft --site property. The Public Works and Engineering Department will retain the right to add tow \ / t I t r I 1 i f/ t(rl 1/ it
�jI / �f
d. Matena/ used for backfi8ing trenches shall be properly Compacted in modify Mese erosion and sediment control measures during the ronstrum'on �yp I 1 Iltl \\\ rl1Il �i jIli /✓lt \ 1 I /
order to minimize erosion and promote stabilization, process, within reason, to ensure adequate protection to the public and - I ! ! i III I
A
III t l j / jI�l /pal III I
I 1 1 ll 111/ 11 III
e. Restabilization shall be accomplished in accordance with Mese \ 11� R I 1 ! ll / l
regulations. STONE CONSTRUCTION ENTRANCE l��I�• II 1 11 1it f /1/I�)II/r I ����
EApplicab/e safety regulations shall be complied with. j� ®'1 I t t t I it I
V NOW rCe. '.\ itkl I:\ I 117/'" I III IIIII�III�1 �Ij 1111
17. Where construction vehicle access routes intersect paved or public A' >:+ 1 \ Ili rV I III I IIII III I I I I I I l I I
roads, provisions shall be made to minimize the transport of sediment by - \� I Ijl 1 I \ y IIII ll II II II1l I III l II II 1
vehicular tracking onto the paved surface. Where sediment is transported o, �„ V WIN.,A ia."AKE AUM -' I I. \ \ I I II 1 II III III III 1
onto a paved or public road surface, the road surface shall be cleaned m'f01L It I 1 1111 It 11j1111111 I101111 I I 11 I
thoroughly at the end of each day. Sediment shall be removed from the SIDE ELEVATION I \\, �1 111 11111 X11
roads b shoveling or weeping and transported to a sediment control \� I \ I �,�,yy 111 11 i 1111 q\ +\ \1 \11
\
Y 9 P 9 PD Eninnc ..O / \ �m \ �Y7 I Il II 1111116, 1\\\\\\\\ \
disposal area. Street washing shall be allowed only after sediment is \ _ / I I l �\ I 111 " 1 11011 \\\\ \ \ \
removed in this manner. This provision shall apply to individual 'o' •'"' I `I I \ 1 lli 1 \ \ \\\ \
development lots as well as tlarger /and-dis urbing activities. T III 1\ I � \ \\ 1' 1111 11 11111111111 \\\\\\\ \\\\\
INA ll 1 I IIII 1111 \ \\ \\\\\\\
18.A1/temporary erosion and sediment control measures shall be removed i 1 \ v I'll I 1 11111 \ \ l\
within 30 days after final site stabilization or after the temporary measures +v N. A�i°3dYr it
I SII \\\\ �. 1111 1�j�1111111���
are no longer needed, unless otherwise authorized by the local program / I 1 1 I1 I I I till \ \ \\
authority Trapped sediment and the disturbed soil areas resulting from the I \ I \ 11111 I 11111til1111 \\ \\\\\\\ \
disposition of temporary measures shall be permanently stabilized to
prevent further erosion and sedimentation. ND.
vim "\ wsmvE Q„aNr. w
a.x¢AGGREfiAm . WYP.D6 oEmo: I) 11! I IR I I� II 1�I11111 ^\\\\\ \\\ \
19. Properties and waterways downstream from development sites shall be IIII IIII 1111 I \ \\\I\I\
protected from sediment deposition, erosion and damage due to increases • or ;,,No LL`' % / I� It I 1111 �I I II (,11 111 III I
in volume, velocity and peak flow rate ofstormwaterrunoff for the stated organon PLAN VIEW f / / IIII ❑ 111111 727. ♦L1'1111111
frequency storm of 24-hour duration in accordance with the following y, / 4 I I' I� 111 ��1\\I�9i.��V ��IUII
standards and cntena: / / I"I` �II1111 11\\\\\\'
\ j
¢arER amn SECTION A -A
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SYMBOL E B S DEVICE QUANTITY E k
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LIMITS OF CLEARING & GRADING 4.93 ac b p
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PERMANENT SEEDING *1.1 ac U v
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CARBO-OAKLET SILT LOAMS C
FREDERICK-POPLIMENTO LOAMS B
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WIDTH A
LENGTH
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COMHWATIONe CURB AIS GUTTER TEP METHOD OF TREATMENT
(CONNECTION FOR SMUT INTERSECTIONS AND CRC1A ENTRANCES'
Temporary Traffic Control Plan
Gary R. Oates - Verification No. 020917037
Entrance Plan
General Notes:
1. This project is classified as a TMP Type "A" project. Traffic on the project is low-volume. The traffic volume for the Rte 861 is 1200 vehicles per day (2010 AADT_034) with an posted speed limit of 35 mph.
2. The project is located at the end of the cul-fe-sac of Route 861 in Stonewall Industrial Park in Frederick County.
3. The work consists of installing a new moderate volume commercial entrance. The existing road is a two lane section with 12 foot lanes.
4. The work zone will be approximately 100 feet in length for the entrance.
Manual VWAPM and the MUTCD.
Virginia Work Area Protection
I- a -sac of R[ 861 following the Vlr(VWAPM) r closure on the outer rim of the cud 9
S. The work zone will consist of shoulder closures and temporary 9
6. The work zone will be In operation Monday through Friday, during day light hours with lane closure only being allowed between 9:00am to 3:00pm. Lane closures will not be allowed from noon the work day
v
before a holiday to noon the work day after the holiday as specified in the Road and Bridge Specifications or as approved by the engineer.
7. The contractor shall provide an intermediate level Work Zone Safety Coordinator to develop the work zone and at least a basic level Work Zone Safety Coordinator to monitor and maintain the work zone.
8. The shoulder closure will follow TTC-4.0 of the VWAPM. The lane closure will follow TTC-23 of the VWAPM. Signing project limits will follow TTC-53
of the VWAPM.
9. The contractor shall submit a detailed traffic control plan to VDOT for review 14 days prior to any construction on VDOT Right -of -Way.
10. The contractor shall maintain adequate access and sight distance to all properties. Emergency Vehicles and Postal Vehicles shall have access to properties at all times.
11. All equipment and material storage shall be located outside of the clear zone. The clear zone for this project Is 30' beyond the edge of the existing pavement.
12. Entrances, Intersections, and Pedestrian Access: The roads must remain open to traffic at all times during construction. The 10' shared use path adjacent to the work zone must remain open during
construction.
13. The Contractor Is responsible for designating a person assigned to the project who will have the primary responsibility, with sufficient authority, for Implementing the TMP.
14. Contractor personnel assigned to the project must be trained in traffic control to a level commensurate with their responsibilities in accordance with VDOTs work zone traffic control training guidelines.
15. At a minimum, the Contractor shall perform daily reviews of the work zone to ensure compliance with contract documents and established specifications and standards.
Typical Sections. - See Entrance design Plans
Details - See Entrance Design Plans
Schematic layout of work zone - See Entrance Design Plans
Public Communications Plan
a. The Contractor shall notify the VDOT Project Manager/Residency Administrator of scheduled general work plans and traffic delays a minimum of seven (7) days prior Implementation of the work. VDOT will
provide project information to the Staunton District Public Affairs in advance of the start of construction and weekly updates by noon on Thursday for the following weeks work. Changes in the work plans
shall be made immediately known to VDOT.
b. The Contractor shall notify the VDOT Project Manager/Residency Administrator of specific work requiring lane shifts, lane closures and/or phase changes a minimum of two (2) working days prior to
Implementing that specific activity. Activities requiring height, width, and weight restrictions require notification ten (10) working days prior to the specific activity.
c. The Contractor shall notify the VDOT Project Manager/Residency Administrator of any unscheduled traffic delays immediately upon knowing the change to the work schedule.
Transportation Operations Plan - Not required. The work zone is less than Vi, mile in length.
Section 211.04 STOP RI -1 Sign g ( )
to op with a white legend and border on a red background. Seconds legends
il be used. The STOP sip shell be an octagon kg Secondary g
P (RI -1) sign see Figure 211-1 shall eg
t traffic is always required to stn a STO ) � g
[antl t When o sign is used to faces.
If
that ( ) gn ( g
S e Y 9 P,
gn
Shall not be used on STOP sign faces. If appropriate, a supplemental plaque (RI -3 or R14) shah be used to display a secondary legend. Such plaques (see Figure 211-1) shah have a white legend and border on a red background. If the number
of approach legs committed by STOP signs at an intersections three or more, the numeral on the supplemental plaque, ff used, shall correspond to the actual number of legs controlled by STOP signs. At intersections where all approaches are
controlled by STOP signs (see Section 211.07), a supplemental plaque (RI -3 or R14) shag he mounted below each STOP sign.
2Et M:The ALL WAY (R14) supplemental plaque may be used instead of the 4 -WAY (R1-3) supplemental plaque.
Support 'Me design and application of Stop Beacons are described in Section 4X-05.
AB STOP signs must be 30-x30" in the Edinburg residency.
Section 26.06 STOP Sign Placement
Standard: The STOP sign shall be humit ed on the right side of the approach to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted, a Stop Ahead sign (see Section 2C29) shall be
Installed in advance of the STOP sign. The STOP sign shag be located as close as practical to the intersection it regulates, while optimizing its visibility to the road user it is intended to regulate. STOP signs and YIELD signs shall not he
mounted on the same past
Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign.
Support: Section 2A.16 contains additional information about separate and combined mounting of other signs with STOP signs.
Guidance: Stop lines, when used to supplement a STOP sign, should be located at the point when the road user should stop (see Section 3B.16). If only one STOP sign is installed on an approach, the STOP sign should not be pieced on the far side of the
intersection. Where two roads intersect at an acute angle, the STOP sign should be positioned at an angle, or shielded, sp that the legend is out of view of bane to which it does not apply. Where there is a marked crosswalk at the intersection, the STOP
sign should be installed in advance of the crosswalk line nearest to the approaching traffic.
Section 3B.16 Stop and Yield Lines
Standard: If used, stop lines shag consist of solid while Hoes extending across approach lanes to indicate the paint at which the atop is intended or required t D be made. If used, yield Hoes (see Figure 36-14) shall consist of a row of solid white
Isosceles Mangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is intended or required to be made.
Stop lines should be 24 inches wide and white thermoplastic.
Guidance: Stop lines should be used W indicate the point behind which vehicles are required to slop, in compliance with a STOP (R1-1) sign, traffic council signal, or some other traffic control device, except YIELD signs. The individual triangles
comprising the yield line should have a base of 300 to 600 men (12 to 24 in) wide and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 mm (3 W 12 in).
Option : Yield lines may be used to indicate the point behind which vehicles am required to yield in compliance with a YIELD (RI -2) sip or a Yield Here to Pedestrians (RI -5 or RI -5a) sigo.
Guidance: If used, stop and yield lines should be placed a minimam of 1.2 To (4 11) in advance of the nearest crosswalk line at controlled intersections, except for yield limes in roundabout interactions as provided for in Section 38.24 and at midblmk
crosswalks. In the absence of a marked crosswalk, the stop line or yield line should be placed at the desired stopping or yielding point, but should he placed no more than 9 In (30 fl) nor less duo 1.2 In (4 ft) from the nearest edge of the intersecting traveled
way. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk, yield lines should be placed adjacent in the Yield Here to Pedestrians sign located 6.1 0 15 In (20 No
50 R) in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield line and the crosswalk (see Figure 311-15). Stop limes at midblock signalized locations should be placed at least 12 on (40 R) in advance of the
nearest signal indication (see Section 4D.15).
Support: Drivers who yield too close to crosswalks on multi -lane approaches place pedestrians 9 risk by blocking other drivers' views of pedestrians.
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VDOT LAND USE PERMIT #855-18747
ISSUED JULY 13, 2018 FOR CONSTRUCTION
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