HomeMy WebLinkAbout06-21 Site Plan1COVER SHEETN/A
BIG LOTS BUILDING EXPANSION
MINOR SITE PLAN
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VA
SP# 06-21
VICINITY MAP
SCALE: 1" = 1000'
OWNER
HORIZON COMMONS LLC
40 EAST 60TH ST.
NEW YORK, NY 10021
212-249-1550 BIG LOTS BUILDING EXPANSIONSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA2/11/2021
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0109R
Plan Revisions
Rev. No Rev. Date Comment
01 03-31-2021
Fire Marshal & Inspections Comments
02 04-19-2021
Frederick County Planning Comments
DATE
APPROVAL
ZONING ADMINISTRATOR
* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:
LIST OF SERVICES: CIVIL ENGINEERING I GIS I LAND SURVEYING I ENVIRONMENTAL I ANALYTICAL LABORATORY I QUALITY CONTROL TESTING & INSPECTIONS PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVGas:Washington Gas
P.O. Box 2400
Winchester, VA 22604
(540) 869-1111
Water/Sewer: Frederick Water
P.O. Box 1877
Winchester, VA. 22604
(540) 868-1061
Power:Rappahannock Electric Coop
137 Kelly Court
Front Royal, VA 22630
1-800-552-3904
UTILITY NOTICE REQUIRED
Contractors shall notify all public utility operators who maintain underground utility lines in the
area of proposed excavating or blasting at least two (2) working days, but not more than ten (10)
working days, prior to commencement of excavation or demolition. Names and telephone
numbers of the operators of underground utility lines appear below. These numbers shall also be
used to serve in an emergency condition.
CALL "MISS UTILITY"
VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001, 48 HOURS
PRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITY
OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF
PROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THE
UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR IS
RESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODE
AND REGULATIONS.
Verizon
P.O. Box 17398
Baltimore, MD 21297
(301) 954-6282
Communications: Comcast Comunications
195 Rainville Road
Winchester, VA 22602
(540) 504-0942
Shentel
500 Shentel Way
Edinburg, VA 22824
(800) 743-6835
AT&T
7777 Leesburg Pike, 100N
Falls Church, VA 22043
(703) 251-9988
Shenandoah Valley Electric Coop
3463 Valley Pike
Winchester, VA 22602
(540) 450-2051
City of Winchester Public Utilities
15 North Cameron Street
Winchester, VA. 22601
(540) 667-1815
Lumos Networks
One Lumos Way
Waynesboro, VA 22980
(866) 840-8781
DEVELOPER
THE ROSEN GROUP
170-5 DELCO PLAZA
WINCHESTER, VA 22602
212-249-1550
N/A
2GENERAL NOTES AND LEGENDRev. No. Date
02 04-19-2021BIG LOTS BUILDING EXPANSIONSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA2/11/2021
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0109R151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #06-21
LEGEND
PROPOSED SAN. LAT. CLEANOUT
PROPOSED CENTERLINE
EXISTING SPOT ELEVATION
STORM DRAIN STRUCTURE IDENTIFIER
SANITARY MANHOLE IDENTIFIER
PROPOSED SPOT ELEVATION
EXISTING CURB AND GUTTER
PROPOSED EDGE OF PAVEMENT
EXISTING EDGE OF PAVEMENT
PROPOSED STORM SEWER WITH INLET
EXISTING STORM SEWER WITH INLET
PROPOSED TELEPHONE LINE
EXISTING TELEPHONE LINE
TRANSITION TO REVERSE CURB
PROPOSED CURB AND GUTTER
PROPOSED ELECTRIC SERVICE
EXISTING ELECTRIC SERVICE
PROPOSED SANITARY SEWER WITH MANHOLE
EXISTING SANITARY SEWER WITH MANHOLE
PROPOSED GAS LINE
EXISTING GAS LINE
FENCELINE
FLOW LINE
PROPOSED WATERLINE W/ TEE
PROPERTY LINE
EXISTING TELEPHONE PEDESTAL
EXISTING WATERLINE W/ TEE
EXISTING UTILITY POLE/GUIDE WIRE
SIGNS
PROPOSED REDUCER
EXISTING FIRE HYDRANT/VALVE/METER
INDICATES THE NUMBER OF TYP. PARKING SPACES
PARKING INDICATOR
HANDICAP PARKING
PROPOSED BUILDING ENTRANCE
VEHICLES PER DAY COUNT
PROPOSED FIRE HYDRANT/VALVE/METER
LIGHT POLE
EXISTING TREE LINE
EXISTING EASEMENT
PROPOSED EASEMENT
EXISTING CENTERLINE
EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
PROPOSED CONTOUR
PROJECT INFORMATION
FIRE MARSHAL'S NOTE
GENERAL PLAN AND CONSTRUCTION NOTES VDOT GENERAL NOTES
Fire lane markings and signage:
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshal's Office.
V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control
Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the
Standards or Specifications and Regulations, the most stringent shall govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration
(OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the
current edition of VDOT’s Work Area Protection Manual. A transportation management plan needs to be submitted for
approval and land use permit issued prior to any execution of work within the VDOT right of way.
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction
boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to
locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of
these plans does not indemnify the developer from this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed
necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the
developer.
V6. If required by the local VDOT Land Development Office, a pre-construction conference shall be arranged and held by the
engineer and/or developer with the attendance of the contractor (s), various County agencies, utility companies and VDOT
prior to initiation of work.
V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined
length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection.
V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOT
maintained Interstate or Primary roadway to provide notification 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 Virginia Erosion and Sediment Control Handbook. Furthermore, 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 construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover
and when possible shall be installed under roadway drainage facilities at conflict points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the
course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to
placement of fill. A VDOT representative shall be present to insure the soil sample(s) obtained for CBR’s is representative
of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and
labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all
applicable VDOT standards and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance with
the lift thicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge Specifications.
Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT.
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 pipe culverts. For pipe culverts, a minimum of one pipe installation for each size of
each material type will be inspected or ten percent of the total amount for each size and material type summarized. All pipe
installations on the plans not identified as storm sewer pipe shall be considered as culvert pipe for inspection purposes.
Additional testing may be required as directed by the Area Land Use Engineer or their representative.
V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design
standards and is the responsibility of the developer.
V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the
developer in accordance with the Manual On Uniform Traffic Control Devices.
V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start of
construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local
VDOT Land Development Office prior to acceptance of the work. Unit and total prices may be obscured.
V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be
determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and
VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to
VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and
given the opportunity to be present during the construction and testing of the density control strip.
V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications.
Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction
technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified
otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and
testing of the control strip.
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 contractor shall report findings of
foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with
VDOT Road and Bridge Standard PB-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. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT’s
installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete.
V24. Approval of these plans shall expire five (5) years from the date of the approval letter.
V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT.
V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed
foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole
logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box.
Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is
encountered and cast-in-place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or
otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be
determined by the engineer and approved by VDOT.
V27. The contractor/developer and subcontractors will be required to submit detailed Maintenance of Traffic plans for the work to
be pursued throughout the life of the project for review and consideration of approval by the VDOT Engineer. Additional MOT
plans may be required that combine or require revisions to the existing TTC's in the latest edition of the Virginia Work Area
Protection Manual. The VDOT Engineer shall be afforded at least 14 days to review MOT submittals for consideration of
approval.
GENERAL
1. Greenway Engineering, Inc. (GE) has issued this plan set based on project criteria dictated by the client and municipal codes.
This plan set is not considered complete or appropriate for construction until ALL necessary agencies have given approval AND
this plan set is signed and sealed by a licensed professional. Any work, planning, scheduling, material purchases and/or
construction prior to approvals and licensed/professional sealing will be performed at the risk of the personnel authorizing work.
GE shall be held harmless from all costs, time delays and/or material changes incurred on any work that is preformed prior to
this plan set being approved and sealed.
2. The approval of these plans in no way relieves the Developer, Contractor, Subcontractor, or any of their agents of any legal
responsibility which may be required by the code of Virginia or any County enacted local ordinance, nor does it guarantee the
issuance of any required permits by the County, State, VDOT or any other governing Agency.
3. An approved set of plans as well as all applicable permits and required documents must be available at the construction site at
all times during construction. A representative of the Developer must be available at all times.
4. GE and/or the Engineer shall not not be responsible for or have control over or charge of construction means, methods,
techniques, sequences or procedures, nor for safety precautions and programs in connection with any work shown on these
plans. GE and/or the Engineer is not responsible for any Contractor's schedules or failure to carry out the work. GE and/or the
Engineer is not responsible for acts of omissions by the Contractor, Subcontractor, or their agents, employees, or any other
person performing portions of the work.
5. Methods and materials used in the construction of the improvements herein shall conform to current County Construction
Standards and Specifications and/or current VDOT Standards and Specifications. Should a conflict between design
specifications and these plans occur the most stringent requirement shall apply.
6. The Developer and/or Contractor shall be responsible for constructing the site in accordance with the approved plans and
construction documents and the scope of work shall conform with grades, depths, dimensions, ect. shown hereon.
7. All known cemetery and/or gravesite locations have been identified on these plans. Any cemetery or gravesite shown on these
plans shall be marked and protected in accordance with state law. The developer or contractor shall be responsible for
marking, installing protecting and maintaining protection of any known sites during construction and in the event that any
unknown gravesites is discovered during construction, the Owner and Engineer must be notified immediately and adequate
protection from construction shall be installed immediately.
PERMITS AND INSPECTIONS
1. The Developer or his agent shall be responsible for obtaining all required permits from the appropriate State and/or local
agencies and to comply with their requirements and all applicable National, State and Local laws and shall be responsible for
obtaining any required permits from the Virginia Department of Environmental Quality (DEQ) or the United States Army Corp of
Engineers for any plan wetland disturbance as may be shown on these plans. They shall also be responsible the identification
and delineation of any wetlands that may be present on the construction site.
2. Prior to the initiation of any land disturbing activities the Responsible Land Disturber, Developer, or the Contractor shall obtain
a Land Disturbance Permit from the Frederick County Public Works Department and shall be responsible for filing a Virginia
Stormwater Management Program (VSMP) registration statement for the construction site as required by law . They shall also
be responsible for obtaining and maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval of these
plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control
Handbook.
3. Upon completion of all construction activities and permanent site stabilization, the Developer shall submit to Frederick County
Public Works Department a DEQ Notice of Termination form, a copy of the sites construction inspection log book, an engineer
certified red-lined as-built of the approved plans with computations for all permanent stormwater management facilities, water
quality, and stormwater conveyance systems, a recorded copy of the required BMP Maintenance Agreement (if needed) , any
VSMP Permit maintenance fees (if required), and a written request to Frederick County Planning for bond release. The
Developer shall also schedule a Final on site inspection with Frederick County Public Works Department.
4. The Contractor, Owner or Developer must obtain a VDOT Land Use Permit (Entrance) from the Office of the Resident Engineer,
Virginia Department of Transportation (VDOT) and provide to Frederick County prior to any construction activities within existing
State right-of-way.
5. The Contractor, Owner or Developer shall be responsible for scheduling all required State and local inspections and for the
securing of any third party inspection/testing service to insure construction compliance with these plans and specifications and
shall keep and maintain a site inspection log book. It is Greenway Engineering's recommendation that a third party
inspection/testing service be employed to ensure that project is compliant and that materials installed meet the details and
specifications in these plans.
6. Any retaining wall 2 ft. or greater in height shall designed by a Structural Engineer require the issuance of a separate building
permit.
7. Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the sign
and may require a separate building permit.
UTILITIES
1. The location of existing utilities shown in these plans are taken from existing available records and may not be representative of
exact locations. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities
as needed prior to construction. The contractor shall be responsible for the digging of all test holes that may be required,
whether recommended or not by these plans, to determine the exact location and elevation of existing utilities. If any conflicts
arising from this existing utility verification or if during the course of construction, any object of an unusual nature is
encountered, the contractor shall cease work in that area and immediately notify Greenway Engineering at (540) 662-4185
and/or the proper authority. Greenway Engineering or any engineer associated with these plans shall not be responsible or
liable for any construction cost that may be associated with the installation or reinstallation any utility or other improvements if
not notified of any discrepancies between actual field conditions and the approved plan.
2. The developer will be responsible for the relocation of any existing utilities which may be required as a result of his project. Any
required relocation of existing utilities should be completed prior to construction.
3. The Developer and/or Contractor shall be responsible to supply all utility companies with copies of the approved plans and
advise them that all grading shall conform to the approved plans, and further that the utility companies shall be responsible for
honoring these plans and the finished grades in the installation of their utility lines.
4. All proposed utilities to be located underground.
5. The Developer and/or Contractor shall notify operators who maintain underground utility lines in the area of proposed
excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of
excavation or demolition.
6. The developer shall be responsible for notifying Frederick Water and all other appropriate utility companies prior to construction
of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
sheets, and connections to existing lines.
7. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards and
specifications of Frederick Water.
8. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to
the Frederick County Public Works Department prior to issuance of grading and/or site development permits.
9. The developer shall be responsible for any damage to the existing streets and/or utilities which may occur as a result of
construction within or contiguous to an existing right-of-way or utility.
10. All stormwater piping and structures shown on these plans are only accurate to the inlet or manhole locations as shown hereon.
Detail design of stormwater structures were not provided to Greenway Engineering. Actual pipe alignments will be based upon
developed structural shop drawings as provided by the manufacturer. Contractor shall make adjustments to pipe alignments
base on provided shop drawings. Greenway Engineering will not be held responsible or liable for any discrepancies or changes
caused by the structural design. Contractor may submit shop drawings to Greenway Engineering for review and approval at
contractor's expense. Shop drawings will be reviewed for compliance with design plans. The Owner or Developer will be
responsible for any redesign as a result of structural shop drawing design.
11. All parking lot/street light and dry utility design shall be performed and provided separately by others. All dry utility, structural
base design, electrical design, photometrics and or other lighting information shown hereon is as specified by others and is
included for informational purposes only, as directed by the Owner, Developer and/or public agency requirements. Greenway
Engineering has not performed any lighting and/or dry utility design and does not warrant and is not responsible for the degree
and/or adequacy of illumination on this project or the adequacy of the dry utility to service the site. Any changes to the lighting
design, once the plan is approved, shall be approved by the County prior to installation.
SITEWORK
1. Refer to the Geotechnical Engineer Report for methods, materials and details for construction of all earthwork activities.
2. All vegetation, root material, topsoil, and any other unsuitable material shall be removed from the construction limits of the site
before removal or placing of fill material. Earthwork clearing shall extend a minimum of 10' beyond all building and pavement
limits with an additional 1 foot of clearance for each foot of fill required.
3. Controlled (Structural) fills shall be compacted to 95% of maximum dry density as determined by method "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable (Non-structural fills 85% to 90%). Structural fills shall extend a
minimum of 5' beyond the limits of all foundation elements at bearing elevation. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has
been prepared, it should supersede the requirements in this note. No visual pumping, no rocks larger than 6-inches. Materials
classified as OL, OH, MH or PT are not suitable for use as structural fill. All fill should be placed on stable subgrades. Fill should
not be placed on surfaces that are muddy or frozen, or have not been approved by testing and/or proof-rolling. All fill material
compacted by heavy compaction equipment should be placed in maximum 10-inch loose lifts. All fill material compacted by
hand-operated tampers or light compaction equipment should be placed in maximum 4-inch loose lifts. Fill placed on sloping
ground should be properly benched into residual soils such that a smooth interface will not be present. Fill material placed
below and extending 10 feet beyond the foundations for the structure should be compacted to at least 98% of maximum dry
density as determined by the Standard Proctor Test Method (ASTM-D698).
4. All fills greater than 2 feet shall require compaction testing.
5. All fills with slopes steeper than 3:1 or more than 10 feet in height shall require a Slope Stability Analysis.
6. All fill embankments being constructed against slopes of existing embankments or hillsides; or across existing embankments,
hillsides, and depressions at a skew angle of 30 degrees or more or slopes are steeper than 4:1 shall be benched in a series of
horizontal cuts beginning at the intersection with original ground and continuing at each vertical intersection with the previous
cut. Material removed during benching shall be placed and compacted as embankment material. For existing slopes steeper
than 4:1 but less than 1 12:1, the bench shall be a minimum of 6 feet wide. For existing slopes steeper than 1 12:1 but less than
12:1, the bench shall be a minimum of 4 feet wide.
7. All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary design
only. Final pavement design shall be based upon actual CBR values. The Contractor or Developer shall be responsible for field
tests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will be approved by VDOT
and/or the Owner/Developer, which ever applicable, prior to installation. GE shall be held harmless from all costs, time delays
and/or material changes incurred on any work that is preformed prior to final pavement design approval.
8. Concrete for pads and/or sidewalks shall be a minimum Class A3 or 3000 psi (with air) and shall be placed in accordance to
ACI practices or as otherwise specified per structural design. All concrete areas requiring a separate permit shall be designed
by a registered professional structural engineer.
9. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public
streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to
insure that public streets are maintained in a clean, mud and dust free condition at all times.
10. Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on Uniform Traffic
Control Devices (MUTCD).
11. The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to
determine if and where guard rail and/or paved ditches will be needed. The developer will be responsible for providing guardrail
and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail
and Paved Ditch Specifications.
12. Any changes to the approved Landscape Plan shall be approved approved by the County prior to installation.
13. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6"
diameter and conform to VDOT standard SB-1.
14. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle
shall be provided at the construction site.
15. All excavations shall be benched according to OSHA regulations to permit safe entry.
PERMANENT STORMWATER MANAGEMENT EMBANKMENTS
1. Satisfactory fill materials for use in constructing permanent stormwater management facility embankments shall include
materials classified in ASTM D-2487 as GC, GM, SC, SM, CL, or MI groups. Soils must contain a minimum of 20% plus No. 200
sieve and be "Well Graded" material, with no stones greater than 6 inches, mixed with the clay. A minimum of three samples
shall be classified.
2. All fill areas shall be "Keyed In" and compacted in horizontal layers not to exceed a maximum loose lift of 8 inches thick. All fill
shall be compacted with a sheepsfoot, rubber-tired or vibratory roller to a density of 100% of maximum dry density with a
moisture content within +/- 2% of optimum per Standard Procter Test (ASTM D698) or the Modified Proctor Test (ASTM D1557)
as director by the geotechnical engineer. Compaction test shall be performed at one test per 5,000 square feet on each layer.
3. Principal spillway must be installed concurrently with fill placement and not excavated into the embankment. All fills beside
pipes or structures shall be placed in horizontal layers not to exceed 4 inches in depth and shall be compacted by hand
tampers. Fill material shall completely fill all spaces under and beside pipes. Equipment should not be driven within 4 feet of any
structure part during backfilling operation and shall never be driven over until compacted fill has been placed to a depth
specified by the structural live load capacity of the structure or pipe.
4. Embankments shall be constructed with a relatively impervious core and cutoff trench. Core material shall be classified as GC,
SC, or CL. The cutoff trench shall be excavated in impervious material a minimum of depth and width of 4 feet with side slopes
no steeper than 1:1 and located at or upstream of the embankment centerline. The impervious core shall extend up to the
10-year water surface elevation (see engineering design). The surface of the embankment shall be covered with a minimum 6
inches of clean topsoil and stabilized with grass.
5. Stormwater management facility earthen embankments shall not be greater than 25' in height measured from the downstream
toe of slope to the top of the embankment with embankment slopes no steeper than 2:1and a combined minimum upstream and
downstream slope of 5:1. The minimum top width of the embankment shall be 8' for embankments 14' or less in height and shall
be level.
6. Any groundwater seepage encountered during cutoff trench construction shall be drained by means of a foundation drain to the
outside/ downstream toe of the embankment slope. Foundation drains shall be downstream and outside of the limits of the
cutoff trench. The constructed foundation drain section shall be an excavated 2' x 2' trench backfilled with hand compacted #57
stone wrapped in geotextile fabric.
7. A geotechnical or construction inspector should be on site during embankment construction.
8. All embankment construction, compaction testing, and construction inspections shall be the responsibility of the site contractor.
CONSTRUCTION STAKE-OUT/ ASBUILTS
1. All stake-out to be performed by GE. If the contractor does not utilize GE for stake-out then the contractor assumes all liability
for accuracy of construction.
2. All cutsheet and grades are to be reviewed by Engineer of Record prior to issuance for construction.
3. Asbuilts of the SWM system is required to verify conformance with the approved plans. Please contact GE when installation is
complete.
4. All stormwater collection, stormwater management and water quality features must be inspected by Engineer of Record during
construction. As-built certification, required to terminate VSMP permit and bond release with the County upon the completion of
the project, must be completed by GE.
TOPOGRAPHY
1. Topography shown on this plan has been conducted per the VA Administrative code 18VAC10-20-382 and the minimum
standards and procedures set forth in chapter 4 (§ 54.1-400 et seq.) of Title 54.1 of the Code of Virginia. This plan shows the
design assumptions utilizing these accuracy standards. Inverts and other elevations shown hereon must be field verified by the
contractor prior to construction. If a discrepancy is found, the contractor shall cease work in that area and immediately notify
Greenway Engineering. Greenway Engineering shall be held harmless for any discrepancies or conflicts if not notified
immediately.
2. Contractor shall confirm all existing tie-in points of this project prior to the start of construction. GE shall be notified of any
discrepancies between actual field conditions and the approved plan prior to the start of construction.
FREDERICK WATER CONSTRUCTION NOTES
1. Frederick Water’s Water and Sewer Standards and Specifications are available at www.frederickwater.com
2. The contractor shall adhere to Frederick Water standards and specifications in effect at the time of construction.
3. The contractor shall coordinate with and arrange for inspection by Frederick Water.
4. The contractor shall connect 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. Frederick 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 Water’s maintenance division shall furnish and install all water meters through 2 inch in size. It is the contractor’s responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed:a. The meter box, with its frame and cover, must be properly aligned with the yoke bar.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. For services that connect to existing lines: a. Frederick Water shall furnish and install: i. all ⅝”x¾”, ¾”, 1”, 1½” and 2” water servicesii. all sewer services. b. The owner/developer shall:i. coordinate (or have the contractor coordinate) the location of the service lateral with Frederick Water’s 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 privately owned fire line, interior or exterior, shall also have a fire service HP Protectus III meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required.
11. Frederick Water shall review the mechanical plan(s) for design and material approval of a building’s: a. domestic water meter and its backflow prevention device, and/or its b. Fire service line’s water meter and backflow prevention device.
12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ’s Certificate to Operate and a copy of the station’s DEQ approved O&M manual. These documents must be received before substantial completion is issued and water meters released.January 2019
2. Aerial, horizontal and vertical control surveys were
1. Boundary survey was performed by:
performed by:
(Year)
Dated:
Greenway Engineering Inc
SURVEY AND TOPOGRAPHIC INFORMATION
10/24/2014Greenway Engineering Inc
10/24/2014 & 11/06/2020
FREDERICK COUNTY INSPECTIONS DEPARTMENT NOTES
1. Buildings shall comply with the Virginia Building Code (VBC) 2015 for m-merchantile use
group and the virginia existing rehabilitation code 2015. Other code that applies isICC/ANSI117.1-09 accessible and usable buildings and facilities and the Virginia Energy
Code 2015.
2. Building shall comply with height and area per T506. An addition shall not create or extend
any non conformity in the existing building to which the addition is being made. No addition
shall increase the height of an existing building beyond that permitted under T506. Where a
fire wall that complies with the Virginia Building Code is provided between the addition andthe existing building, the addition shall be considered a separate building.
3. All required exits shall be accessible. All exits shall be located to meet remoteness.
4. Quantity of accessible spaces shall meet requirement of T1106.1.1 Handicap parking shall
comply with 5' unloading area and minimum of 8' unloading area with an 8' width. Car
unloading area shall provide minimum of 5' unloading area. Max slope of parking andunloading area is 1:48. Van accessible signage shall comply with section 1106.
5. Approaches and door clearances for main exit/entrance shall comply with ANSI A117.1-09.
landings shall not exceed 1":48" slope. walkways shall not exceed 5% (1" in 20") slope.
6. Accessible transition from parking and accessible route shall comply with ANSI 117.1-09.
Curb ramps shall comply with section 406 ANSI A117.1-09.
7. Please note the requirements of chapter 17 of VCC for special inspections requirements onthe type of structure. (soils, concrete etc.)
8. Geotech report may be required per Uniform Statewide Building Code, Section 1803.
OVERALL SITE MAP AND EXISTING CONDITIONSBIG LOTS BUILDING EXPANSIONSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #06-21
Rev. No. Date
3
2/11/2021
ZJ
8
0109R
AS SHOWN
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #06-21
MINIMUM CONSTRUCTION STANDARDS
An erosion and sediment control program adopted with this plan must be consistent with the
VSECH for 9VAC25-840-40 minimum standards:
1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven
days after final grade is reached on any portion of the site. Temporary soil stabilization shall
be applied within seven days to denuded areas that may not be at final grade but will remain
dormant for longer than 14 days. Permanent stabilization shall be applied to areas that are to
be left dormant for more than one year.
2. During construction of the project, soil stock piles and borrow areas shall be stabilized or
protected with sediment trapping measures. The applicant is responsible for the temporary
protection and permanent stabilization of all soil stockpiles on site as well as borrow areas
and soil intentionally transported from the project site.
3. A permanent vegetative cover shall be established on denuded areas not otherwise
permanently stabilized. Permanent vegetation shall not be considered established until a
ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion.
4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended
to trap sediment shall be constructed as a first step in any land-disturbing activity and shall
be made functional before upslope land disturbance takes place.
5. Stabilization measures shall be applied to earthen structures such as dams, dikes and
diversions immediately after installation.
6. Sediment traps and sediment basins shall be designed and constructed based upon the total
drainage area to be served by the trap or basin.
a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of
drainage area and the trap shall only control drainage areas less than three acres.
b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater
than or equal to three acres shall be controlled by a sediment basin. The minimum storage
capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall
system shall, at a minimum, maintain the structural integrity of the basin during a 100-year
storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to
a bare earth condition or those conditions expected to exist while the sediment basin is
utilized.
7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion.
Slopes that are found to be eroding excessively within one year of permanent stabilization
shall be provided with additional slope stabilizing measures until the problem is corrected.
8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an
adequate temporary or permanent channel, flume or slope drain structure.
9. Whenever water seeps from a slope face, adequate drainage or other protection shall be
provided.
10. All storm sewer inlets that are made operable during construction shall be protected so that
sediment-laden water cannot enter the conveyance system without first being filtered or
otherwise treated to remove sediment.
11. Before newly constructed stormwater conveyance channels or pipes are made operational,
adequate outlet protection and any required temporary or permanent channel lining shall be
installed in both the conveyance channel and receiving channel.
12. When work in a live watercourse is performed, precautions shall be taken to minimize
encroachment, control sediment transport and stabilize the work area to the greatest extent
possible during construction. Nonerodible material shall be used for the construction of
causeways and cofferdams. Earthen fill may be used for these structures if armored by
nonerodible cover materials.
13. When a live watercourse must be crossed by construction vehicles more than twice in any
six-month period, a temporary vehicular stream crossing constructed of nonerodible material
shall be provided.
14. All applicable federal, state and local requirements pertaining to working in or crossing live
watercourses shall be met.
15. The bed and banks of a watercourse shall be stabilized immediately after work in the
watercourse is completed.
16. Underground utility lines shall be installed in accordance with the following standards in
addition to other applicable criteria:
a. No more than 500 linear feet of trench may be opened at one time.
b. Excavated material shall be placed on the uphill side of trenches.
c. Effluent from dewatering operations shall be filtered or passed through an approved
sediment trapping device, or both, and discharged 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 order to minimize
erosion and promote stabilization.
e. Restabilization shall be accomplished in accordance with this chapter.
f. Applicable safety requirements shall be complied with.
17. 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 paved surface.
Where sediment is transported onto a paved or public road surface, the road surface shall be
cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by
shoveling or sweeping and transported to a sediment control disposal area. Street washing
shall be allowed only after sediment is removed in this manner. This provision shall apply to
individual development lots as well as to larger land-disturbing activities.
18. All temporary erosion and sediment control measures shall be removed within 30 days after
final site stabilization or after the temporary measures are no longer needed, unless
otherwise authorized by the VESCP authority. Trapped sediment and the disturbed soil
areas resulting from the disposition of temporary measures shall be permanently stabilized
to prevent further erosion and sedimentation.
19. Properties and waterways downstream from development sites shall be protected from
sediment deposition, erosion and damage due to increases in volume, velocity and peak
flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in
accordance with the following standards and criteria. Stream restoration and relocation
projects that incorporate natural channel design concepts are not man-made channels and
shall be exempt from any flow rate capacity and velocity requirements for natural or
man-made channels:
a. Concentrated stormwater runoff leaving a development site shall be discharged directly into
an adequate natural or man-made receiving channel, pipe or storm sewer system. For those
sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at
the outfall of the pipe or pipe system shall be performed.
b. Adequacy of all channels and pipes shall be verified in the following manner:
(1) The applicant shall demonstrate that the total drainage area to the point of analysis within
the channel is one hundred times greater than the contributing drainage area of the
project in question; or
(2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that
stormwater will not overtop channel banks nor cause erosion of channel bed or banks.
(b) All previously constructed man-made channels shall be analyzed by the use of a
10-year storm to verify that stormwater will not overtop its banks and by the use of a
two-year storm to demonstrate that stormwater will not cause erosion of channel bed
or banks; and
(c) Pipes and storm sewer systems shall be analyzed by the use of a 10-year storm to
verify that stormwater will be contained within the pipe or system.
c. If existing natural receiving channels or previously constructed man-made channels or pipes
are not adequate, the applicant shall:
(1) Improve the channels to a condition where a 10-year storm will not overtop the banks and
a two-year storm will not cause erosion to the channel, the bed, or the banks; or
(2) Improve the pipe or pipe system to a condition where the 10-year storm is contained
within the appurtenances;
(3) Develop a site design that will not cause the pre-development peak runoff rate from a
two-year storm to increase when runoff outfalls into a natural channel or will not cause the
pre-development peak runoff rate from a 10-year storm to increase when runoff outfalls
into a man-made channel; or
(4) Provide a combination of channel improvement, stormwater detention or other measures
which is satisfactory to the VESCP authority to prevent downstream erosion.
d. The applicant shall provide evidence of permission to make the improvements.
e. All hydrologic analyses shall be based on the existing watershed characteristics and the
ultimate development condition of the subject project.
f. If the applicant chooses an option that includes stormwater detention, he shall obtain
approval from the VESCP of a plan for maintenance of the detention facilities. The plan shall
set forth the maintenance requirements of the facility and the person responsible for
performing the maintenance.
g. Outfall from a detention facility shall be discharged to a receiving channel, and energy
dissipators shall be placed at the outfall of all detention facilities as necessary to provide a
stabilized transition from the facility to the receiving channel.
h. All on-site channels must be verified to be adequate.
i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent
property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a
detention facility.
j. In applying these stormwater management criteria, individual lots or parcels in a residential,
commercial or industrial development shall not be considered to be separate development
projects. Instead, the development, as a whole, shall be considered to be a single
development project. Hydrologic parameters that reflect the ultimate development condition
shall be used in all engineering calculations.
k. All measures used to protect properties and waterways shall be employed in a manner which
minimizes impacts on the physical, chemical and biological integrity of rivers, streams and
other waters of the state.
l. Any plan approved prior to July 1, 2014, that provides for stormwater management that
addresses any flow rate capacity and velocity requirements for natural or man-made
channels shall satisfy the flow rate capacity and velocity requirements for natural or
man-made channels if the practices are designed to (i) detain the water quality volume and
to release it over 48 hours; (ii) detain and release over a 24-hour period the expected rainfall
resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow rate
resulting from the 1.5, 2, and 10-year, 24-hour storms to a level that is less than or equal to
the peak flow rate from the site assuming it was in a good forested condition, achieved
through multiplication of the forested peak flow rate by a reduction factor that is equal to the
runoff volume from the site when it was in a good forested condition divided by the runoff
volume from the site in its proposed condition, and shall be exempt from any flow rate
capacity and velocity requirements for natural or man-made channels as defined in any
regulations promulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act.
m.For plans approved on and after July 1, 2014, the flow rate capacity and velocity
requirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied by
compliance with water quantity requirements in the Stormwater Management Act (§
62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless such
land-disturbing activities are in accordance with 9VAC25-870-48 of the Virginia Stormwater
Management Program (VSMP) Regulation or are exempt pursuant to subdivision C 7 of §
62.1-44.15:34 of the Act.
n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of the
Virginia Stormwater Management Program (VSMP) Regulation shall be deemed to satisfy
the requirements of this subdivision 19.
EROSION AND SEDIMENT
CONTROL NARRATIVE
Description: The project will consist of the construction of a 4,760SF addition to an existing retail business. A
total of 0.27 square feet will be disturbed for construction.
Date of construction: Construction will begin following plan approval and will take approximately three (3)
months to complete.
Existing site conditions: The site is currently utilized as a retail business and the area to be disturbed is
primarily parking lot. All areas drain to Sulphur Spring Run which is a tributary to Opequon Creek. Typical
slopes range between 2% and 25%.
Adjacent areas: The site is bounded by Millwood Pike (RT 50) to the North and Ryco Ln to the East. To the
West it is bounded by 2 parcels, one currently utilized for a restaurant and the other for retail business. To the
South it is bounded by an undeveloped parcel currently zoned B2. Adjacent properties are zoned B2 or B2/B3.
Offsite areas: No offsite areas will be impacted by this project.
Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map this sheet.
Critical areas: No critical areas are identified with this project.
Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural erosion and
sediment control measures shall be constructed and maintained according to the minimum standards and
specifications of the Virginia Erosion and Sediment Control Handbook.
Structural Measures:
Install Temporary Construction Entrance with Wash Rack (3.02) as shown on the plans to minimize sediment
carried onto roadway.
Install silt fence (3.05) and super silt fence 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.
Install storm drain inlet protection (3.07) as shown on plans to prevent sediment from entering storm drainage
systems prior to permanent stabilization of the disturbed area.
Vegetative Measures:
Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final
grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days
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 one year.
Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporary
vegetation immediately after grading.
All earth berms, diversions and sediment trap embankments are to be machine-compacted, seeded and
mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after construction
Erosion control mats shall be installed over steep (3:1) cut and fills slope which have been brought to final
grade and seeded to protect from rill and gully erosion.
Management Strategies:
Construction shall be sequenced such that grading operations will begin and end as quickly as possible.
The site superintendent shall be responsible for the installation and maintenance of all erosion and
sediment control measures. Maintenance of these measures throughout the project is critical to the
effectiveness of the program.
After areas above controls have been stabilized, the controls shall be cleaned up and removed.
Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted, seeded
and mulched within five (5) days after backfilling. No more than 500 feet are to be open at any one time.
All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading.
Drainage swales shall be stabilized with check dams 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 according to the standards and
specifications in the Virginia Erosion and Sediment Control Handbook.
Stormwater Management:
No increase in runnoff expected. No change in ground covers.
Maintenance Program:
All control measures shall be inspected daily by the site superintendent or his representative and within
24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damaged
structural measures are to be repaired by the end of the day. Seeded areas shall be checked regularly
to ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as needed
until grass is established.
Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by
spreading on site.
Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged by
sediment, it shall be removed and cleaned or replaced immediately.
The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition at
all times.
Erosion and sediment control program:
1. Hold pre-construction meeting on site with inspector.
2. Install construction entrance.
3. Clearing and grubbing for sediment control devices only
4. Placement of sediment control devices.
5. Obtain inspector's approval prior to beginning grading operations.
6. Clear and grub main area of site protected by installed E&S controls.
7. Rough grade remainder of site.
8. Install drainage devices with sediment control.
9. Final grading.
10. Restoration and stabilization of disturbed areas.
11. Remove erosion and sediment control measures with the approval of the inspector. ALL areas to be
stabilized 100% prior to installation of bioretention basins.
Note: The Frederick County Public Works and Engineering Department retain the right to add and/or
modify these erosion and sediment control measures during the construction process, within
reason, to ensure adequate protection to the public and the environment.
Seeding schedule (soil stabilization):
1. All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH.
2. Spread topsoil at a minimum depth of four (4) inches.
3. Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000 square
feet (2 tons per acre).
4. Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs per acre).
5. Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red Top
Clover.
6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored with
cutback or emulsified asphalt applied at a rate of 200 gallons per acre.
Dust control:
1. Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic.
2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet and
repeated as needed to control dust.E&S NARRATIVERev. No. Date
BIG LOTS BUILDING EXPANSIONSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VAN/A
4
2/11/2021
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0109R
Land Disturbance/ VSMP Notes
The site is exempt from VSMP permitting per Frederick County Code §143-110:
"VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) LAND DISTURBANCE or VSMP
LAND-DISTURBING ACTIVITY:
A man-made change to the land surface that potentially changes its runoff characteristics, including clearing,
grading, or excavation, except that the term shall not include:
D. Land-disturbing activities that disturb less than one acre of land area, except for activities that are part of a
larger common plan of development or sale that is one acre or greater of disturbance; however, the governing body
of any locality that administers a VSMP may reduce this exception to a smaller area of disturbed land or qualify the
conditions under which this exception shall apply"
EX1 EX2
100
101
ADDITION FLOOR
AREAS:
4,760 SQ.FT. (NET INT.)
4,965 SQ.FT. (GROSS)
FF = 697.62
697698698
698697698697
PS
PS
PS
TO STR. #101
DA=0.16 AC.
C=0.76
TO STR. #100
DA=0.09 AC.
C=0.78
CE 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #06-21E&S PLANRev. No. Date
BIG LOTS BUILDING EXPANSIONSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA1"=20'
5
2/11/2021
ZJ
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0109R
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
SILT FENCE
LIMITS OF CLEARING & GRADING
NO. KEY SYMBOL DESCRIPTION
3.05
3.02
LCG
SF
CE
3.32 PS PERMANENT SEEDING
EROSION/SEDIMENT CONTROL LEGEND
IP STORM DRAIN
INLET PROTECTION3.07
CFS COMPOST FILTER SOCK
E&S Phase 1 E&S Phase 2
2" X 2" X 36" WOODEN STAKES PLACED 10' O.C.
SECTION NTS
PLAN NTS
NOTES:
1. ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS.
2. FILTER MEDIA™ FILL TO MEET APPLICATION
REQUIREMENTS.
3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS
DETERMINED BY ENGINEER.
12" MIN
FILTREXX® SEDIMENT CONTROL
NTS
FILTREXX® SOXX™ (12" TYPICAL)
BLOWN/PLACED FILTER MEDIA™
AREA TO BE PROTECTEDWORK AREA
WORK AREA
AREA TO BE
PROTECTED
2" X 2" X 36" WOODEN STAKES PLACED 10' O.C.
FILTREXX® SOXX™ (12" TYPICAL)
WATER FLOW
EX1 EX2
100
101
130.7'38.0'10.8'6.7'ADDITION FLOOR
AREAS:
4,760 SQ.FT. (NET INT.)
4,965 SQ.FT. (GROSS)
FF = 697.62
6'
R8'R8'
R
20'R
BOLLARD
DUMP.
ENCLOSURE
DEMO EX STR
NYP 24" INLET
ON EX PIPE
CG-64" PERF. HDPE
@0.5%
FRENCH DRAIN
(SEE DETAIL)
NYP 18" INLET
6" PVC SDR 35
DOWNSPOUT
CONNECTION
(TYP)
INSERTA TEE
CON @ MAIN
EGRESS
EGRESS
CONFIRM/ INSTALL
HC PARKING SIGN
2 HR FIRE WALL
EX1 EX2
100
101
EP
1597
EP
3297EP
3297EP
4897
EP
6697
EP
7398
EP
6897
EP
1897
EP
2597
EP
2497
EP
5897
EX
5997
EX
6097EC
6297
EC
6297
EC
6297
EC
6297
EX
697
EX
0099
EX
9198
INV
5597
INV
3797
INV
2797
INV
3297
TOP
4996
5097
HP
4497
EC
5697
EC
5697
BLD
1498BLD
1498
TOP
6796 BLD
1498
BLD
1498
ADDITION FLOOR
AREAS:
4,760 SQ.FT. (NET INT.)
4,965 SQ.FT. (GROSS)
FF = 697.62
CG12-C
MEET AND MATCH EX CURB
MEET AND
MATCH EX
ASPHALT
CUT EX
ASPHALT,
DEMO ALL EX
CONCRETE
AND
ASPHALT
INSIDE THIS
AREA
MILL AND OVERLAY TO
MATCH NEW CURB OR POUR
CURB TO EX ASPHALT
CG-6TRANS CURB
TO CG-6F @ END
TRANS CURB
TO CG-6R @
END CG-
2
697698698
698697698697
DEMO EX SIDEWALK
2' VALLEY
GUTTER @0.5%
2.3%1.7%1.5%0.0%1.0%1.1%-0+50 0+00 0+50 1+00 1+50
685
690
695
700
705
710
685
690
695
700
705
710
56' - 12"
ADS N-12
@ 0.50%
100 101
0+00.00 = NYP 24"INV OUT = 694.94INV IN = 694.94INV IN(6") = 695.440+56.01 = NYP 18"INV OUT = 695.22INV IN(6") = 695.80TOP = 696.49GRATE TOPTOP = 696.67GRATE TOPPROP
GRADE
EX GRADE
4"X6" REDUCER WITH
WYE FOR ROOF DRAIN
CONNECTION
1.5' 6" SCH 40 PVC
38' 4" DRAINTILE
SEE DETAILS
STR 100-101
-0+50 0+00 0+50 1+50
685
690
695
700
705
685
690
695
700
705
86' - 12" EX Concrete
@ 0.03%
EX1
EX2
0+00.00 = EX ES-1INV OUT = 694.960+86.18 = EX BaseEX INV OUT = 694.93EX TOP =694.96EX TOP= 696.51DI-1PROP
GRADE
EX GRADE
1+00
TO BE
REMOVED
100
0+63.86 = NYP 24"INV OUT = 694.94INV IN = 694.94INV IN(6") = 695.44TOP = 696.49GRATE TOPSTR EX1-EX2 SITE PLANBIG LOTS BUILDING EXPANSIONSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #06-21
Rev. No. Date
01 03-31-2021
AS SHOWN
6
1-27-2021
ZJ
8
0109R
GRADING PLAN
SCALE 1" = 20'
GEOMETRY PLAN
SCALE 1" = 20'
NOTES:
1. ALL EXISTING UTILITY LOCATIONS ARE SHOWN BASED ON
AVAILABLE INFORMATION. CONTRACTOR TO FIELD VERIFY
AND NOTIFY ENGINEER OF ANY CONFLICTS.
NOTES:
1. GRADING TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS
2. GRADES SHOWN AT BUILDING FACE EXCEED FINISH FLOOR ELEVATIONS,
SEE ARCHITECTURAL PLANS FOR WATERPROOFING AND BUILDING DETAILS
LANDSCAPE NOTES:
1. ALL EXISTING LANDSCAPING AND VEGETATION OUTSIDE THE
PROPOSED PAD TO BE RESTORED TO EXISTING CONDITIONS.
2. NO ADDITIONAL LANDSCAPING PROPOSED WITH THIS PLAN
LIGHTING NOTES:
1. SEE SHEET 7 - PARKING-AREA ANALYSIS, LIGHTING ANALYSIS & LIFE SAFETY PLAN
STORM PROFILES
SCALE H: 1" = 50' V: 1" = 5'
SWM/STORM SEWER COMPS
PLEASE NOTE THE REDUCED RUNOFF NUMBERS SHOWN IN GREEN
SEE SHEET 5 - E&S PLAN FOR DRAINAGE DIVIDES
1,030 NET SF ADDITIONAL
GREEN SPACE AREA
4,760 NET SF ADDITIONAL
FLOOR SPACE AREA
ADDITION FLOOR
AREAS:
4,760 SQ.FT. (NET INT.)
4,965 SQ.FT. (GROSS)
FF = 697.62 NO PARKING FIRE LANEPROP.
PAINTED
CURB
SIGN TYPE
"D"
ADDITION FLOOR
AREAS:
4,760 SQ.FT. (NET INT.)
4,965 SQ.FT. (GROSS)
FF = 697.62
0.0
0.1
0.0
0.1
0.2
0.4
0.4
0.0
0.1
0.1
0.4
0.9
1.7
1.7
0.1
0.2
0.4
1.0
3.0
8.1
7.7
0.0
0.1
0.4
1.0
2.1
6.6
26.5
17.3
0.1
0.2
0.7
2.5
6.2
2.6
0.0
0.2
0.8
3.5
18.6
26.0
0.1
0.5
2.4
9.3
10.6
0.0
0.3
1.0
2.3
2.4
0.6
0.1
0.4
0.7
0.8
0.5
0.1
0.2
0.4
0.9
2.0
2.4
0.1
0.4
1.4
6.6
19.2
0.1
0.3
1.3
5.4
21.3
10.9
0.1
0.6
2.2
5.2
2.9
0.1
0.3
0.8
1.2
1.0
0.3
0.1
0.3
0.7
1.1
1.5
0.1
0.2
0.7
2.3
8.1
10.6
9.4
2.6
0.0
0.1
0.6
2.5
13.6
28.6
2.5
19.9
21.8
5.2
0.1
0.3
1.5
5.2
8.3
3.7
7.1
5.7
2.3
0.7
0.0
0.2
0.6
1.5
1.9
1.4
1.5
1.3
0.7
0.3
0.1
0.2
0.5
0.5
0.4
0.4
0.3
0.1
0.1
0.0
0.0
0.1
0.1
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
EXISTING PARKING CONDITIONS SUMMARY
REGULAR PASSENGER VEHICLE PARKING SPACES STRIPED = 335
DESIGNATED HANDICAPPED PARKING SPACES STRIPED = +15
TOTAL PASSENGER VEHICLE PARKING SPACES STRIPED = 350
EXISTING CONDITIONS
TRACT A: 1.77 ACRES OR 77,101 SF
9,376 SF RESTAURANT
6,814 SF SEATING AREA
137 PARKING SPACES
17,734 SF GREEN SPACE (23%)
TRACT B: 4.65 ACRES OR 202,554 SF
47,558 SF RETAIL/ FURNITURE SALES/ STOCKROOM
213 PARKING SPACES
48,688 SF GREEN SPACE (24%)
TOTALS: 6.42 ACRES OR 279,655 SF
350 PARKING SPACES
66,422 SF GREEN SPACE (23.7%)
BIG LOTS 4,890 SF BUILDING ADDITION PROPOSED
CONDITIONS
TRACT A: 1.77 ACRES OR 77,101 SF
137 PARKING SPACES
17,734 SF GREEN SPACE (23%)
TRACT B: 4.65 ACRES OR 202,554 SF
31,329 SF RETAIL
10,010 SF FURNITURE SALES
10,979 SF STOCKROOM
197 PARKING SPACES
49,718 SF GREEN SPACE (25.5%)
TOTALS: 6.42 ACRES OR 279,655 SF
334 PARKING SPACES
67,452 SF GREEN SPACE (24.8%)
PROPOSED PARKING CONDITIONS SUMMARY
REGULAR PASSENGER VEHICLE PARKING SPACES STRIPED = 319
DESIGNATED HANDICAPPED PARKING SPACES STRIPED = 15
TOTAL PASSENGER VEHICLE PARKING SPACES STRIPED = 334
PARKING SPACE CALCULATIONS
TRACT A: RESTAURANT 1/100 SF SEATING FLOOR AREA
6814/100 = 68.14
69 PARKING SPACES REQUIRED
137 PARKING SPACES PROVIDED
TRACT B: RETAIL 1/200 SF RETAIL FLOOR AREA
31,329/200 = 156.64 - 157 REQUIRED
FURNITURE SALES 1/400 SF OF ENCLOSED FLOOR
AREA
10,010/400 = 25.03 - 26REQUIRED
+ 2/ SERVICE BAY - 2 REQUIRED
STOCKROOM 0 SPACES REQUIRED
185 PARKING SPACES REQUIRED
197 PARKING SPACES PROVIDED 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #06-21PARKING-AREA ANALYSIS, LIGHTING ANALYSIS & LIFE SAFETY PLANBIG LOTS BUILDING EXPANSIONSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VARev. No. Date
01 03-31-2021
7
2/11/2021
ZJ
8
0109R
NOTES:
·ALL CURB PAINT TO BE YELLOW, VDOT TYPE B,
CLASS I MARKINGS LENGTH AS SHOWN ON PLAN.
·ANY "NO PARKING" SIGNS AND YELLOW PAINTED
CURB LOCATIONS WILL BE INSTALLED BY FIELD
INSPECTION AT THE DIRECTION OF THE FIRE
MARSHAL'S OFFICE.
Calculation Summary
CalcType Units Avg
Illuminance Fc 2.93
Luminaire Schedule
Symbol Qty Description
5 WPLEDFC80 (0-DEGREE UPTILT - FULL CUTOFF)
EXCLUDED EXISTING SITE LTG
AS SHOWN
LIFE SAFETY
PLAN
LIGHTING
PLANPARKING ANALYSIS
LIGHTING ANALYSIS AND SPECIFICATIONS PERFORMED BY
CAPITAL ELECTRIC SUPPLY
Fire lane markings and signage:
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshal's Office.
SITE DETAILSBIG LOTS BUILDING EXPANSIONSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #06-21
Rev. No. Date
01 03-31-2021
N/A
8
2/11/2021
ZJ
8
0109R
*SEE ARCHITECTURAL
PLAN FOR ROOF DRAIN
DETAILS. THIS DETAIL FOR
INSERTA TEE CONNECTION
ONLY!
2" LOCALIZED
DEPRESSION
MIN. SLOPE 4%
2. EXPANSION JOINT FILLER SHALL BE
1/2" BITUMINOUS TYPE PREFORMED
EXPANSION JOINT FILLER, ASTM D-1751
1. UNLESS OTHERWISE NOTED,
CONCRETE SHALL BE CLASS A3
NOTES:
PROVIDE EROSION
PROTECTION PER PLAN
CONCRETE SCUPPER
N.T.S.
3'
CONCRETE SIDEWALK
N.T.S.
11/11/15
VER 1
-2%
4" 4000 PSI VDOT A3 CONCRETE
4" SUBBASE (21-A STONE)
WIDTH VARIES
SEE SITE PLAN
COMPACTED
SUBGRADE
(COMPACTED TO 95%
DENSITY AT OPTIMUM
MOISTURE CONTENT
VDOT VTM-1 METHOD)
6x6 WWMW2.9/2.9
PLAN VIEW 9"12"2'6"6'10'-0"SLOPE 1% MIN.DUMPSTER
CONCRETE PAD
10'-0"
BOARD ON BOARD ENCLOSURE
HOLE FOR GATE LATCH
(TYP)
DUMPSTER ENCLOSURE DETAIL
NOT TO SCALE
1/2"x 6" PRESSURE
CCA TREATED LUMBER
FENCING (NAIL TO STUDS)
4"x4"x6'-9" PRESSURE
CCA TREATED LUMBER
STUD (TYPICAL)
COMPACT SUBGRADE TO 95%
MAX. DENSITY AT THE
OPTIMUM MOISTURE CONTENT
±20% PER AASHTO T-99
6" VDOT CL. A-3 REINF. CONC.
W/6x6-W 1.4x1.4 WWF ON
6" BANK RUN GRAVEL (21 OR
21A TYPE 1 MAT.)
4'-0" LONG
#4 BAR
W/90° BEND
@ CENTER
6x6-W 1.4x1.4
WWF-CENTERED
4" DRAINTILE/FRENCH DRAIN
DETAIL
NTS
2'
2" MIN
1' MIN
4" MAX
2.0%2.0%
MOUND TOP OF CONCRETE FILL
8" DIA. SCHEDULE 40
STEEL PIPE FILLED WITH
CONCRETE AND
PAINTED YELLOW
18" DIA. CONCRETE
ENCASEMENT
BOLLARD DETAIL
N.T.S.
10/28/14
VER 1
4'
7'
3'
2" MIN
2- 12" #6 REBAR EACH
WAY THROUGH PIPE
11' MIN. VAN
STRIPED AREA
HANDICAPPED
SYMBOLS
5.0' MIN.
7.0' MAX.
4" STEEL PIPE FILLED WITH CONCRETE
DISPLAY CONDITIONS
24"
6"6"
9"
RESERVED
PARKING
12"
SIGN (SEE DETAIL)
HANDICAPPED PARKING
N.T.S.
03/17
VER 1
NOTE:
RAMP FOR HANDICAPPED MUST
BE LOCATED AT SAME POINT
ADJACENT TO THE STRIPED
AISLE.
LIGHT COLORED
REFLECTIVE
BACKGROUND
MAT'L.
DARK COLORED
2" LETTERS & 3/8"
BORDER
INTERNATIONAL SYMBOL
OF ACCESSIBILITY
PENALTY,
$100-500 Fine,
TOW-AWAY-ZONE
LIGHT COLORED 1" LETTERS
DARK COLORED REFLECTIVE
BACKGROUND MATERIAL
SIGN SHALL BE LOCATED
SUCH THAT IT WILL NOT
BE OBSCURED BY
VEHICLE PARKED IN
SPACE.
5' VAN ACCESSIBLE SPACE
OR ALTERNATE 8' FOR VAN
SPACE
8' ALT. VAN
ADDITION FLOOR
AREAS:
4,760 SQ.FT. (NET INT.)
4,965 SQ.FT. (GROSS)
FF = 697.62
1 Pa
6 Pa
PROPOSED TREES
American PlumbPrunus americana
ABB BOTANIC NAME COMMON NAME QUANTITY SIZE
Pa 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #06-21LANDSCAPE PLANRev. No. Date
02 04-19-2021BIG LOTS BUILDING EXPANSIONSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VAN/A
9
2/11/2021
ZJ
DWG #
8
0109R
7
NOTES:
1. TREE SIZE SHOWN ON PLAN VIEW IS ILLUSTRATIVE. SIZES ARE AS SHOWN IN PLANT SCHEDULE
2. ALL PLANTING SHALL CONFORM WITH 165-203.01 OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT
SELECTION, PLANTING PROCEDURE, AND MAINTENANCE).
3. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT.
4. TREES AND SHRUBS SHALL NOT BE PLANTED WITHIN FCSA EASEMENTS
6. ALL SEEDED AND SODDED AREAS OF PROJECT WILL BE OF A DROUGHT TOLERANT MIX PER PENNINGTON SEED
COMPANY.
7. NO SLOPE IN EXCESS OF 25% WILL BE SEEDED OR SODDED.
8. BEFORE SODDING, SEEDING AND LANDSCAPING THE CONTRACTOR WILL TILL ALL COMPACTED AREAS AT LEAST 6"
IN DEPTH TO LOOSEN THE COMPACTED SOILS AND ADD AMENDMENTS
GENERAL CONDITIONS - COUNTY CODE COMPLIANT LANDSCAPE PLAN
SCOPE OF WORK
THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE WORK AS SHOWN
ON THE PLANS AND SPECIFICATIONS.
NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THE PLANT LIST QUANTITIES WITH
THE SYMBOLS DRAWN ON THE PLAN, TO BE SURE THERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING
AND THE LIST ON THE PLANS, THE DRAWING TAKES PRECEDENCE.
STANDARDS
ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE
AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA).PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN
INSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS.COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S
REPRESENTATIVE. NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY.
SUBSTITUTIONS: PRE-BID
IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE PLANTS SPECIFIED BY THE
LANDSCAPE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER
CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN
DISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED PEST-PRONE PLANT. THE CONTRACTOR SHALL
SUBMIT A BASE BID AS PER PLAN PLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS.
SUBSTITUTIONS: POST-BID
IT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS BECOME
UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE.
INSPECTION
A. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE AT THE PLACE OF
GROWTH OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY.
B. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'S REPRESENTATIVE.
C. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPON REQUEST.
UTILITIES AND UNDERGROUND FEATURES
THE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR IN ADVANCE OF CONSTRUCTION TO
LOCATE UTILITIES.
TREES AND/OR SHRUBS SHALL NOT BE PLACED WITHIN FCSA EASEMENTS
IF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT / DESIGNER SHALL BE RESPONSIBLE FOR
RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE
OWNER. IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR
THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER. IF THEY DEEM NECESSARY, THE
PLANTS SHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT A NEGOTIATED COST, OR
THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT / DESIGNER TO ACCOMMODATE THE POOR DRAINAGE.
WARRANTY
THE STANDARD WARRANTY IS FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCING ON THE DATE OF INITIAL
ACCEPTANCE. ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. ANY MATERIAL THAT
IS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NO CHARGE. A TREE SHALL BE CONSIDERED DEAD WHEN
THE MAIN LEADER HAS DIED BACK, OR 25% OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADE DURING THE NEXT PLANTING PERIOD.
REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE AND QUALITY AS ORIGINAL SPECIES UNLESS OTHERWISE NEGOTIATED.
STANDARDS
A. PLANTS WILL BE IN ACCORDANCE WITH THE CURRENT ANLA'S STANDARDS AND CONFORM IN GENERAL TO
REPRESENTATIVE SPECIES.
B. BALLED AND BURLAPPED (B&B)
1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERE
SHOULD BE NO EXCESS SOIL ON TOP OF THE ROOTBALL OR AROUND THE TRUNK
2. BALL SIZES SHALL BE IN ACCORDANCE WITH ANLA STANDARDS.
3. CALIPER AND HEIGHT MEASUREMENT: IN SIZE GRADING B&B SINGLE TRUNK TREES, CALIPER SHALL TAKE
PRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6" ABOVE GROUND LEVEL (UP TO AND
INCLUDING 4" CALIPER SIZE) AND 12" ABOVE THE GROUND LEVEL FOR LARGER TREES. FOR MULTIPLE-TRUNK TREES,
HEIGHT MEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER.
C. CONTAINER - GROWN STOCK
1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF THE PLANT. CONTAINER-GROWN
TREES ARE MEASURED BY THE SAME STANDARDS LISTED IN B.3. ABOVE. THE ROOT SYSTEM OF CONTAINER-GROWN
PLANTS SHALL BE WELL DEVELOPED AND WELL DISTRIBUTED THROUGH OUT THE CONTAINER.
2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING (GIRDLING) AND MATTED ROOTS SHALL BE
TREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: SEPARATE THE ROOTS BY HAND, UNTANGLING SO
CIRCLING ROOTS WILL NOT DAMAGE FUTURE OF THE PLANT. SEE PLANTING PROCEDURES FOR ALL
CONTAINER-GROWN TREES & SHRUBS IN THIS SECTION.
3. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THE
LANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE-INCH OF RAINFALL PER WEEK.
D. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION.
E. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL
COMPLY WITH THE STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS.
F. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOT BALL COVERED BY MULCH AND KEPT MOIST. TREES
AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24-HOURS WITHOUT ADEQUATE WATER TO
INSURE ROOT SURVIVAL.
1.5" cal
single stem