HomeMy WebLinkAbout09-11 Monoflo - Parking Lot Expansion - Stonewall - Backfile (2)CENERAL NOTES VD0T CENERAL NOTES LEGEND
1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia EXISTING INTERMEDIATE CONTOUR -330 _ -a
County construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion EXISTING INDEX CONTOUR ------ --- - •.--_---- ----•- 330
and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent PROPOSED CONTOUR 400
construction, must be provided prior to issuance of the site development permit. The approval of these plans in shall govern.
EX
no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment EXISTING EDGE OF PAVEMENT--
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and HealthPROP E/P
Control Handbook. Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. PROPOSED EDGE OF PAVEMENT
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be
EXISTING CURB AND GUTTER FIXC8tG
(VDOT) and Frederick County prior to construction in existing State right-of-way. in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic PROP C&G
control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge PROPOSED CURB AND GUTTER
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is Specifications.
required under State law. TRANSITION FROM CG-B TO CG-8R CG-8 0 CG-6R
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including
5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held traffic signal poles, junction boxes, controllers, etc., owned by VDOT or I .vats / public utility companies. EXISTING TELEPHONE LINE - - ; - - -- - - - - -T - - -
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation It is the sole responsibility of the developer to locate and identify utili y facili ies or items that may be
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the PROPOSED TELEPHONE LINE T
responsibility.
er from this respy.
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to develop®STING STORM SERER EX. 15" RCP
Virginia Department of Transportation VDOT Guard Rail and Paved Ditch Specifications.Design
g p p (VDOT) P V5. 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 PROP. 15 RCP
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a revision shall be the responsibility of the developer. PROPOSED STORM SEWER
representative of the developer must be available at all times.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land EXISTING SANITARY SEWER,--
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic use permits for any work within VDOT right-of-way. PROPOSED SANITARY SEWER
Control Devices (MUTCD). V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and S
EXISTING ELECTRIC SERVICE
8. All unsuitable material shall be removed from the construction limits of the roadway before placing held by the engineer and/or developer with the attendance of the contractor, various County agencies, - - - - -- - E - - - - - - -
embankment. utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE
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V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any EXISTING GAS LINE -
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. required or requested inspection.
PROPOSED GAS LINE G
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent
on the plans and as required at the field inspection. public roadway via a construction entrance that is constructed and maintained in accordance with PROPERTY LINE
Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall properties affected by his project shall be maintained through construction. The Developer shall have, FLOW LINE -� •••- - - •••-►
be minimum 6" diameter and conform to VDOT standard SB-1. within the limits of the project, an employee certified by the Virginia Department of Conservation and
Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices FENCEIM - - X -- -- -- - X -
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptlrectified. EXISTING POWER POLE
one litter receptacle shall be provided at the construction site.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the EXISTING TELEPHONE PEDESTAL
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to end of construction.
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING WATERLINE W/ TEE - -v -- - ---• -���-
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum �-,
condition at all times. thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at PROPOSED WATERLINE W/ 'TEE W
conflict points. EMSTING FIRE HYDRANT4-
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary C&
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) EXISTING WATER VALVE -
and connections to existing lines. encountered duringthe course of construction shall be immediately brought to the attention off the -�� -� --
engineer and VDOTWork shall cease in that vicinity until an adequate design can be determined by the
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current engineer and approved by VDOT. PROPOSED WATER METER V
10
standards and specifications of the Frederick County Sanitation Authority. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT PROPOSED REDUCER W -
representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the present to insure the sample obtained is representative of the location. When soil samples are submitted STOP SIGN
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing project to be accepted by VDOT and that testing shall be performed in accordance with all applicable
utility verification and the proposed construction. VDOT standards and procedures. PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be
result of his construction project within or contiguous to the existing right-of-way. compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 HANDICAP PARKING
Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street L
right-of-way. At the direction of VDOT density tests shall be performed b a qualified independent
18. When grading is proposed within easements of utilities, letters of permission from all involved companies g Y• � Y P Y q P
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be VEHICLES PER DAY COUNT 100
development permits.
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 PROPOSED BUILDING ENTRANCE
19. The developer will be responsible for the relocation of any utilities which is required as a result of his specified by VDOT.
project. The relocation should be done prior to construction. PROPOSED STREET NAME SIGN
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected VDOT minimum design standards and is the responsibility of the developer.
in accordance with state law. In the event gravesites are discovered during construction, the owner and PROPOSED SANITARY LATERAL CLEANOUT S
engineer must be notified immediately. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall, ARY MANHOLE IDENTIFIER 12
be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering the Manual On Uniform Traffic Control Devices.
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the STORM DRAIN STRUCTURE IDENTIFIER O6
" " start of construction. Copies of all invoices for materials utilized within any dedicated street
22. Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit LINE
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered and total prices may be obscured. EASEMENT
professional engineer and results submitted to Frederick County prior to pavement construction. If a CENTERLINE _ _
geotechnical report has been prepared, it should supersede the requirements in this note. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical
spreader. Density will be determined using the density control strip in accordance with Section 304 of EXISTING SPOT ELEVATION 7�;35'
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. PROPOSED SPOT ELEVATION X35-0
excavation or demolition. Names and telephone numbers of the and operators underground utility lines in In addition to checkin stone depths, a VDOT representative shall be notified and given the opportunity
Frederick County appear below. These numbers shall also be used to serve in an emergency condition. to be present during the construction and testing of the density control strip. EXISTING TREE LINE
Vri Asphalt concrete pavements shall be placed in accordance with Section txi of the VDOT Road and SURVEY AND TOPOGRAPHIC INFORM TION
24. All utilities to be located underground. 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
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be
Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc.
notified and given the opportunity to be present during the construction and testing of the control strip 1. Boundary survey was performed by:
GREENWAY ENGINEERING Dated: 03-08-99
FCSA CONSTRUCTION NOTES V21. 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 2 Aerial, horizontal and vertical control serve s were
1. The Authority's Water and Sewer Standards and Specifications are available at foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for Y
y P approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard performed by: GREENWAY ENGINEERING 2007
www.fesa-water.com <httR.-Z/www.fcsa-water.com>. PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design (Year)
2. The water and sanitary sewer portion of the plans are valid for three years from date of FCSA and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT.
approval. 3. Aerial topographic mapping performed by:
3. The contractor shall adhere to the Authority's standards and specifications in effect at the time of V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced - Dated: -
construction. below proposed foundation elevation to determine the type and condition of the foundation. The
4. The contractor shall coordinate with and arrange for inspection by the Authority. contractor shall submit copies of borehole logs and report findings of foundation exploration to the
5. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole. engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT
6. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place
The Authority shall furnish all needed material and make the tap. box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise
The contractor shall submit an Application for Wet Tap and pay the required fees. unsuitable foundationthe engineer and approved
is encountered, ptproved b VDOT. he foundation design and/or need for foundation stabilization shallAPPROVAL
7. Exact locations of water and sewer services on new lines to be coordinated with the Authority's be determined b
inspector. V23. Approval of these plans shall expire three (3) years from the date of the approval letter.
8. The Authority's maintenance division shall furnish and install all water meters through 2 inch in size. It
is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as
meter is installed: specified by VDOT.
a. The meter box, with its frame and cover, must be properly aligned with the
coppersetter. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in FREDERICK COUNTY ZONING ADMINISTRATOR DATE
b. The frame and cover shall be set to final grade. accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE 5
C. The distance between the top of the cover and the coppersetter shall be between 18 and after grading is mostly complete. ( )
21 inches. FIRE MARSHAL'S N®TE YEARS FROM THE DATE OF PLANNING APPROVAL
d. All components of the meter box assembly shall be in proper working order.
9. For services that connect to existing lines: Fire lane markings and signage:
a. The Authority shall furnish and install: Any "No Parking" signs and yellow painted curb locations will be installed
1. all sewer services.
I-, 1 and 2" water services b field inspection at the direction of the Fire Marshal's Office.
2. all sewer services. Y P
b. The contractor shall:
1. coordinate the location of the service lateral with the Authority's engineering TRIP GENERATION DATA
assistant Project Name:
VICINITY MAP
SCALE: 1" = 2000'
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SHEET INDEX
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1. COVER SHEET
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2. E&S CONTROL NARRATIVE, DEA17LS AND COMPUTAIONS
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3. SITE PLAN
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4. GRADING PLAN
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5. LANDSCAPING PLAN
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NOTES
1. CONTRACTOR TO VERIFY ALL E)aSITNG PRIVATE UTILITIES HORZ. AND VERT. ELEVATION AND LOCATION OF PRIVATE UTIIdTES WITH
OWNER.
2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE WITHIN ALL PHASES OF ICONSTRUCITON.
4. RETAINING WALL DESIGNED BY OTHERS.
5. CONTRACTOR AND OWNER TO COORDINATE TO ENSURE ALL BUILDING INGRESS AND EGRESS AND REFUGE AREAS IN ACCORDANCE WITH
LOCAL, STATE, INTERNATIONAL REQUIREMENTS. Z
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THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE .APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION
PROJECT INFORMATION
STREET ADDRESS :
882 BAKER LANE
WINCHESTE�, VA 22602
TAM MAP NO.:
54-A-97B
LOT AREA :
10.33 ACRES
PROJECT AREA :
0.57 ACRES
DISTURBED AREA
0.57 ACRES
CURRENT ZONING :
Ml - LIGHT INDUSTRIAL
CURRENT USE :
MANUFACTURING / WAREHOUSE /OFFICE
PROPOSED USE
MANUFACTURING / WAREHOUSE /OFFICE
BUILDING HEIGHT:
MAXIMUM ALLOWED = PROPOSED =60'
SIGNS:
EX.8'x6'+/- SIGN, NONE PROPOSED WITH THIS PLAN.
OUTDOOR LIGHTING:
NONE PROPOSED
BUILDING SETBACKS:
REQUIRED: PROPOSED:
FRONT:
75' 326'
SIDE:
25' 69'
REAR:
25' 418'
PARKING SETBACKS:
FROM ROAD R/W=10'
FROM PROPERTY LINE=5'
DUMPSTERS:
NONE PROPOSED WITH THIS PLAN
OUTDOOR STORAGE:
NONE PROPOSED WITH THIS PLAN
OTR F MMUM,
SAME M---- UATE
00-TE PLAM MUMBER 0" _k
PREVIOUS APPROVED PLANS
FC SITE PLAN # APPROVED DATE
#02-99 6/24/99
#49-03 2/24/04
#63-07 2/21/08
PARKING CALCULATIONS
SPACES APPROVED WITH SP#63-07 = 119 INCLUDING 4 ADA SPACES
SPACES PROVIDED WITH THIS PLAN = 41 ADDITIONAL
TOTAL SPACES PROVIDED WITH SP#63-07 & THIS PLAN = 160 INCLUDING 4 ADA SPACES
LANDSCAPE CALCULATIONS
REQUIRED: 25%=112,494 s.f.
TOTAL BLDG.=194,826 s.f.
TOTAL PAVED AREA=115,065 s.f.
TOTAL=309,891 sf
449,974.8 s.f. - 309,891s.f.=140,083.8 s.f.
140,083.8 s.f./449,974.8 s.f. =317o PROVIDED
2. submit an Application for Service and pay the required fees. CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD N F'L 'V INC.
10. All water lines must have a backflow prevention assembly (double check valve or RPZ, as required). The MO
assembly must meet ASSE standard number 1015 or 1013.
11. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as NO ADD IONAL TRIP PROP SED Magisterial District:
H THIS PLAN
required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned IiITSTONEWALL MAGISTERIAL DISTRICT
fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow
prevention unit. Radio read remotes are required.
* TAPN FROM ITE TRIP GENERATIO 7TH EDITION Owner:
12. The Authority shall review the mechanical plan(s) for design and material approval of a building's:
a. Domestic water meter and its backflow prevention device, and/or its
b. Fire service line's backflow prevention device.
13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to Operate and
a copy of the stations DEQ approved 0&M manual. These documents must be received before substantial
completion is issued and water meters released.
HANDICAPPED PARKING NOTE
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
UTILITY
CONTACTS
Water/ Frederick County
Sanitation Authority
Phone:
Verizon
Sewer: P.O. Box 1877
P.O. Box 17398
Winchester, VA.
22604
Baltimore, MD 21297
(540) 868-1061
(301) 954-6282
Power: Rappahannock Electric Cooperative
Gas:
Washington Gas Co.
P.O. Box 7=
247 IndusbW CL (EUM)
Phom. (540) ens-NOO
Toll -Frog (600 5U-8904
P.O. Box 2400
Frederlakab . 9A
22404-738
Toll moo: (a 672-ZW►
Pew (640) MA5981
Winchester, VA 22604
�►�: s
(540) 869-1111
Virginia Utility Protection Service 1-800-552-7001
Developer:
RADER INVESTMENT GROUP, LLC
MONOFLO INC.
Engineer Certifying Plan:
GREENWAY ENGINEERING
F.A.R. CALCULATION
TOTAL BLDG. = 194,826 s.f.
LOT AREA = 10.33 AC. or 449,974.80 s.f.
194,826 s.f. / 449,974.80 s.f. = 0.43<1.0
Project Number:
2241M
Date of Plan: (Month, Day, Year
July 6, 2011
Address, Including Zip Code & Telephone No.
882 BAKER LANE
WINCHESTER, VIRGINIA 22602
540-665-1691
Address, Including Zip Code & Telephone No.
882 BAKER LANE
WINCHESTER, VIRGINIA 22602
540-665-1691
Address, Including Zip Code & Telephone- No.
151 WINDY HILL LANE
WINCHESTER, VA 22602
(540) 662-4185
H
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U MARK D. SMITH "
Lic. No. 22837
`sIONAL
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DATE: July 6, 2011
SCALE: NA
DESIGNED BY: JNT
FILE NO. 2241M
SHEET 1 OF 5
11-03
MONOPLO INC,
erosion and sediment control
Narrative
Project Description
The propose of this project is for the construction of a parking expansion along the front of
the property along Bakar lane. The expansion area will accommdate an addtional 41 spaces
and provide a paved access to the fire hydrant.
Existing site Conditions
The northern portion of the site is improved with a warehouse and manufacturing building, and
the southern portion is open with small tram and brush and a storm water pond in place.
Adjoining Properties
The Third Battle Subdivision to the north, industrial developed lots to the east a west, and
Huntington Meadows subdivision to the south
Soils
Soils at this project site are classified as Harks Channary Slit Loam (113) and UJoikert Berke
0vnnory Silt Loam (41C). These soils have moderate erosion hazards and moderate to severe
wetness when excavated.
Critical Areas
There are no critical areas on site.
Structural Measures:
Hold pre -construction meeting on site.
Install *iit fencing.
Install roof collection pipaing along building
Upon completion of grading, stabilize the site.
stockpile areas
stockpiles will be kept onoito and are to be stabilized with temporary seeding and protected
with slit fence.
YAgetative measures:
Vegetative stabilization shall be uniform, mature enough to survive and adequate to inhibit
erosion.
Permanent or temporary soil stabilization shall be applied to denuded areas immedlataly after
Final grade is reached on any portion of the alto. Temporary soil stabilization shall be applied
immodlately to denuded areas that mag not be at final grade but will remain dormant for longer
than foutoon (14) days. Permanent soil stabilization shall be applied to all areas that are to
be left dormant for more than six (6) months.
Topsoil that has been atodcpliod shall be surrounded with silt fence and protected by mulch
and/or temporary vegetation immediately after grading.
All earth berme, diversions and sediment trap embankments are to be machine -compacted,
seeded and mulched (hay mulch or straw) for temporary and/or permanent vegetative cover
immediatalS after construction.
Erosion control mats shall be installed over stoop (2:1) cut and fills slope which have been
brought to final grade and seeded to protect from rill and gully erosion.
Management, otrat2gf -.
Construction shall be sequenced such that grading operations will begin and and as qulddy as
possible.
Sediment trapping measures shall be installed as a first stop to grading and will be seeded and
mulched lmmadlatelS following Installation.
Dame, dikes and diversions shall be stabilized immedtatalg after construction.
Temporary seeding or other stabilization will follow immedlatolS after grading.
Areas which are not to be disturbed will be clearly marked bg flags, signs, etc.
The alto superintendent shall be responsible for tha Installation and maintenance of all erosion
and sediment control measures. Maintenance of these measures throughout the project 16
critical to the effectiveness of the program.
All temporary controls shall be removed within 30 daSa once no longer needed. Trapped
sediment must be trapped and atbilized.
After areas above controls have boon stabilized, the controls shall be cleaned up and
removed.
Electric power, telephone, storm, sanitary, water t gas supply trenches are to ba compacted,
leaded and mulched within five (5) days after backfiiiing. No more than 500 feat are to be
open at any one time.
All cut and fill slopes are to be seeded and Mulched lmmadlataly from completion of grading.
Drainaga awalas shall be stabilized with dneck dams until vegetation has boon wall established,
at which time the chock dams shall be removed.
Devices listed above are considered minimum erosion and sediment controls. Additional
control measures may be necoaoaN due to contractor phasing or other unforeseen conditions.
It is the contractor's rosponsibiilty to provide additional measures to those shown, as needed,
in order to control erosion and contain sediment on site. All measures shall be installed
according to the standards and specifications in the virginla erosion and sediment control
handbook.
Maintenance program:
All control measures shall be inspected daily by the alto superintendent or his representative
and within 24 hours after any storm event greater than 0.5 indna* of rain per 24-hour period.
Any damaged structural measures are to be repaired the and of the day. Seeded areas
shall be checked regularly to ansure that a good stand of grass is maintained. All areas shall
be fertilized and reseeded as needed until grans 1e established.
Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed
of bg spreading on alto.
Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet 1*
clogged by sediment, it shall be removed and cleaned or replaced i medlataly.
The contractor is responsible for keeping existing pudic roads in a clean, dust and mud free,
condition at all timaa. Also, R. is the contractors r•eaponoibilltS for any cleaning/removal of any
sediment on public or private roadways.
Erosion and sediment control program:
1. Hold pro -construction meeting on site with inspector.
2. Clearing and grubbing for sediment control devices only.
3. Placement of sediment control devices.
4. Obtain Impector'a approval prior to begin ring uaage of alto for construction.
5. Restoration and stabilization of dleturbad areas.
6. Remove erosion and sediment control measures with the approval of the inspector.
Note: The Frederick county public works and engineering department retain the right to add
and/or modify these erosion and sediment control measure* during the construction process,
within reason, to ensure adequate protection to the pudic and the environment.
Seeding schedule (soil stabilization).
I. All permanent seeding shall be In accordance with section 332 of the vesch
2, spread topsoil at a minimuxm depth of four (4) Inches.
3. incorporate pulverized agricultural limestone Into the topsoil at a rate of W lbs. For
1I= square feet (2 tons per acre).
4. Fertilize with 1040-10 fertilizer at a rate of 23 ibe per IOW equare feet (1000 Ibs per
acre).
D. Seed all areas with a seed mix consisting of 6196 kentuc4 31 tall fescue and 33% red top
clover.
6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbo per acre
anchored with cutback or amuleifled asphalt applied at a rate of 200 gallons per acre.
Duct control:
i. Temporary seeding shall be applied to all disturbed areas subject to little or no
construction traffic.
2. All haul roads and other heavy traffic routes shall be sprinkled with water until the
surface is wet and repeated as needed to control dust.
MINIMUM CONSTRUCTION
STANDARDS NARRATIVE
AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH TH15 PLAN MUST BE
CONSISTENT WITH THE VSECH FOR 4VAC50-30-40 MINIMUM STANDARDS:
1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED
AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE 15 REACHED ON ANY PORTION OF THE
SITE. TEMPORARY 5011-8 STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO
DENUDED AREAS THAT MAY NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR
LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS
THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR
2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS
SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE
CONTRACTOR 15 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 15 ACHIEVED THAT, 15 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 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 LE55 THAN THREE ACRES.
B. SURFACE RUNOFF FROM DISTURBED AREAS THAT 16 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 TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF
COEFFICIENTS USED IN RUNOFF A BARE EARTH CONDITION OF THOSE CONDITIONS
EXPECTED TO EXIST WHILE THE SEDIMENT 5A51N 15 UTILIZED.
1. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTION 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 15 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.
S. 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 50 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 15 PERFORMED, PRECAUTIONS SHALL BE
TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE
THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION.
NONEROD15LE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND
COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY
NONEROD15LE COVER MATERIALS.
13, WHEN A LIVE WATERCOURSE MUST BE CRO55ED BY CONSTRUCTION VEHICLES MORE
THAN TWICE IN ANY SiX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CRO58ING
CONSTRUCTION OF NONEROD15LE MATERIAL SHALL BE PROVIDED.
14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO
WORKING OR CROSSING LiVE WATERCOURSES SHALL BE MET.
15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY
AFTER WORK iN THE WATERCOURSE 15 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 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.
11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC
ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY
VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT 15 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
DISP05AL 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 LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL
AREAS RESULTING FROM THE DISP051TiON OF TEMPORARY MEASURES SHALL BE
PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO
EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE
PERMISSION OF THE SHENANDOAH COUNTY INSPECTOR
113. 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 5TORMWATER RUNOFF.
20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE
EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND
BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE.
RESPONSIBLE LANE) DIFURHR
NAME:
CERTIFICATION #:
DATE:
THE RE5FION5113LE LAND D 15TUR5ER
15 THE PARTY RE6PON515LE FOR
CARRYING OUT THE LAND D15TUR51NG
ACTIVITY A5 5ET FORTH IN THE RLAN5,
- -_�
�,------_- - --`
..LIMtTB'OF-
CLEARMCa t GRADNG I-
Stormwatw Control Narratives
1�
The storm runoff from this project is being controlled
through an on -site underground storm system, onsite grass
swa les and natural sheet flow to the on -site Regional
Stormwater Management Pond.
The Regional Pond was designed to accommodate the 12.5
acres of off -site drainage in addition to the on -site
draniage which consisted of approximatly 10 Acres. A post
development C-value of .15 was utilized in the original
design.
The existing dual 36" CMP which carry the offsite runoff to
the pond are to be replaced upon future site development
4 upsized with dual 48" H[)FE as shown previous approved
site plan 063-01.
i
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V 9-,•.... v _ - LIMITS is .
- -- - > _ GRADMG -
1
TEST PITS AS SHbWW,-9, SITE PLAN FOR
XXISTINC UTILITY HORZ. & VERTALOCAThON.,.,,
aND-ORADO�ASE-°!AL 1
JNSTALL,:T APAZOIDAL CONCRETE-DITCH--
ANDROOF DRAIN -COLLECTION LINE
N Il
011TS OF
CLEa1RM E C*Ri4DMG I
EROSION & SEDIMENT CONTROL PHASE 1
OLEARMCs i GRAP(NG
l k i I i
ER06ION/SEDIMENT CONTROL LEGEND
NO. KEY SYMBOL
3.05 O )( )( -)E-
3.18 OF'
DE5CRIPTiON
SILT FENCE
OUTLET PROTECTION
LIMITS OF CLEARiNG 4 GRADINCa
PAVED CHANNEL OUTLET
P.&M CHAMid TAAAB!!Wi ASAAP AlRWr P6
_W_ _�� AlroOU�llID R1A
srrma e�
NOTES:
1. RLPRAP APRON REDUCES THE FLAW VELOCITY BELOW THE
PERML4SIBLE VELOCITY OF THE NATURAL. RECErMG CHANNEL.
2. TRANSMON SIDE DIVERGENCE IS 1 IN 3F, WHIUtE
V
F - FROUDE NUMBER - r gd WHL;RE
V = VELOCITY AT THE BEGUMG OF THE TRANSITION
d - DEPTH OF FLAW AT THE BEGWWG OF THE TRANSMON
g - 32.2 tL/secs
SOURCE: VA. DSWC
PLATE 3.18-2
i,.''" I I %A 1111111;%in i 4U F I I
r° - _ _ (0 &a - ----- __ __ _
---- _. BAKS7 I-ANE -
R
LIMITS OF
CLEARM t GF=Wx
LIMITS OF
CLEARMG i CxRAP1AY.x
EROSION & SEDIMENT CONTROL PHASE 11
STONE CONSTRUCTION ENTRANCE
, to' WX 1 vast _1
ELEVATIONSIDE
OPIMCM PLAN VIEW
r-•u-u�
SECTIONfxnx GEM
SECTION
./.:.F We from imi ..,rL.^L, go&, for gown 41 -ad ti0;!l.vU -cm lr Wd Yo la
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn Per Acre
- Commercial or Residential 200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue 90-100%
- Improved Perennial Ryegrass * 0-10%
- Kentucky Bluegrass 0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia. 125 lbs.
General Slope (3:1 or less)
- Kentucky 31 Fescue 128 lbs.
- Red Top Grass 2 lbs.
- Seasonal Nurse Crop** 20 lbs.
150 lbs
Low -Maintenance Slope (Steeper than 3:1)
- Kentucky 31 Fescue 108 lbs.
- Red Top Grass 2 lbs.
- Seasonal Nurse Crop** 20 lbs.
- Crownvetch *** 20 lbs.
150 lbs
* Perennial Ryegrass will germinate faster and at lower soil
temperatures than fescue, thereby providing cover and erosion
resistance for seedbed.
** Use seasonal nurse crop in accordance with seeding dates as
stated below:
March, April through May 15th Annual Rye
May 16th through August 15th Foxtoil Millet
August 16th through Sept.,Oct. Annual Rye
November through February Winter Rye
*** If Flotpea is used, increase to 30 lbs./acre. All legume seed
must be properly inoculated. Weeping Lovegross may also be
included in any slope or low-maintance mixtures during warmer
seeding periods; add 10-20 lbs/acre in mixes.
LiM1T8 OF it 1
CLEARM i GRADM!s
FROM 05'f l I
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MARK D SMITH
LiC. No. 22837
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DATE: July 6, 2011
SCALE: AS SHOWN
DESIGNED BY: JNT
FILE NO. 2241M
SHEET 2 OF 5
11-03
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C (v j ,a - __ / TEST PIT
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_ OF R .AD ,BIDE DITCH AFTER INSTALLATION
-iK 1` ]j v { 1 A — "" `""'�" --- �! ° 5 FOR W/L RELOCATE DIRE WIRE 12' LONG CAST IN PLACE `�� -- - - OF RETAINING WALL
` I CONTRACTOR TO MILL ---- � �. ____ V, CURB TRANS I
�J �" x I . l / ' ,AN o' O AY - .._� � TR'Anls- - TQR c90 �N,4TE - R TAINING WALL
D i2 VE�2L ` 'NOSE WITH UTILITY COMPANY Nit'ztTAR{fib-�bEGsRARINC?P1t5T PIT
PRO1lIDE-S,MOOTN-T ITI _ DOtLN CURB (RETAINCx WALL DESIGNED BY OTN -' -F01 UJ%C 4 i
AND P051 IVE D INAGE — 1'
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f lelr N ^� - - SE
1 LIMITS , + I TS D GU l� ♦9 Do GU
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RIP -RAP
- I I CONTRACTOR SHAL USE I'.� �. s•. :. - -• r ., _ . r 1
' EXTREME CAUTION DURING TEST PIT
I 1
1 I ` — AND CONSTRUCTION ADJACENT n r 5' CONCRETE SIDEW LK ,� {
yx —��—�_ I l _ _ -- - bO-TO-EX_-TRANSF..QRMER5 t j � D R ROOF DR41 ( CROSS SEE SHEET ON 4A
CONTRACTOR TO COORDINATE LIMITS OF p TO DAYLIGHT' (FOR DETAIL t COMPUTATION)
\ WITH UTILITY COMPANY. 0" ROOF DRAIN 10" ROOF DRAT CLEARING t GRADING
INV TIE-IN =68i00
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REFER TO SHEET 2 FOR COMPUTATIONS
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MARK D, SMITH
Lic. No. 22s37
SIDNAL �
LONGITUDINAL 5LOPE ia 05%
I' I cc-sR
.41 TOUJARDS TRENCH INSERTABLE SHEET A179 NOTES:
� { I
cc s 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, I ,
NOTES: 4" 2"R 4000 PSI IF PRECAST. j
COMBINATION CURB & GUTTER HAVING A RADIUS .
2 I I 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3vc•• / ' � N I
2 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL 111
4000 PSI IF PRECAST. BE PAID FOR AS RADIAL COMBINATION CURB &
A /1 � 3. COMBINATION CURB h GUTTER HAVING A RADIUS GUTTER.
I y. /\'�"1pH .AL OF 300 FEET OR LESS IALONG FACE OF CURB)SHALL �•T�
,45PHA1 1 ` l�V BE PA70 FOR AS RADIAL COMBINATION CURB 6 ( i '
��^^"Il lli��� ! M,4TCI I �VMT �i� M TG�4 Pyl 1 4&0FE VAPit-- GUTTER. 4. FOR USE WITH STABILIZED OPEN —GRADED
5LOPE VARI E5 5 T'1 f-� 4-FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB I
DRAINAGE LAYER. THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARELLEL
OP 6LO�'E AND CUTTER SH&LL BE CONSTRUCTED PARALLEL 1��1�
TO THE SLOPE CF- SUBBASE COURSES TO THE SLOPE OF SUBBASE COURSES
. AND TO THE DEPTH OF THE PAVEMENT. = AND TO THE DEPTH OF THE PAVEMENT. I I I 1
4 • • . • 5. ALLOWABLE CRITERIA FOR THE USE OF I i
a q ' a CG-6 IS BASED ON ROADWAY CLASSIFICATION `� j T- O r ,
. ♦••. •�'•. A. n♦ d ♦ AND DESIGN SPEED AS SHOWN IN APPENDIX A v
•o' • a♦' d • • 2" R OF THE VDOT ROAD DESIGN MANUAL. I 01
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P gutter may be constructed (
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_ _ — _ ^ ^ ` THE BOTTOM OF THE CURB AND Parallel to the slope of I I
GUTTER MAY BE CONSTRUCTED subbase courses provided a I I I L1 Q W 0
PARALLEL TO THE SLOPE OF
6" 2--0" SUBBASE COURSES PROVIDED A minimum de th of 7' is
F9NIMJM DEPTH OF 7" maintained. p
IS MAINTAINED, i tt(
THIS AREA MAY BE CONCRETE fi I
AT THE OPTION OF THE CONTRACTOR I I r:-i M
50TTOM TRANSITION WIDTH VARIES ,� � � � E
4' COMBINATION 6 REVERSE CURB & GUTTER . {
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/ , VIRGINIA DEPARTMENT OF TRANSPORTATION I I A'�, � V )
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', .,.:;. *:,.r•..'• ,..L..,,:...'-. 1J ALL OUTDOOR LIGHTING 15 TO BE
" ' ''? : ' •: •:•:::::::::::: ' 4" REINFORCED CONCRETE {
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SHIELDED TO PRESENT AN1' PSI _- -
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ILLUMINATION OF ADJACENT NOT TO SCALE 4" 3UB6A°vE (21-A STONE) I I /
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PROPRTIES. WIDTH vARIEs �l ��—
(o" AGGREGATE 5A5E LIGHT PAVEMENT SECTION SEE SITE PLAN —
TYPE 1 215 2.) ALL PROPOSED UTILITE5 SHALL 5E I I - DATE: July 6 2011
�' 2" SM-12BA SURFACE COURSE a .•
UP TO 24LOCATED UNDERGROUND 6" SUBBASE VDOT 5TO. GR-21A " :.: CLA55 III
RIP -RAP 4 ( 1 SCALE: 1 = 20
3.) CONTRACTOR TO REQUEST ASBUILT — — COMPACTED SUBGRADE
I�T�� I I III i—I —III—III—III—III—III—I i I- ' (COMPACTED TO 9890 DENSITY (� i
TfP,,AN5ITI0N DETAIL FCF� AND CUTSHEETS AT TIME OF AT OPTIMUM M015TURE CONTENT —III—III—I I II,� I —III —III —III—) I I DESIGNED BY: JNT
VDOT VTM-I METHOD) (PACTSD S1 BGRADE I
1� ALL � GUTTEfR TO TfP A1=EZ0IDAL DfRAIN CONSTRUCTION. 1 ' f FILE N0. 2241M
ti
4.) ALL PROPOSED CURD RADIU5 ARE PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 10. SOIL TEST CONCRETE 511DEWALK DETAIL � � i' ! 20 10 O 20 40 SHEET 3 OF 5
NOT TO SCALE DELINEATED FROM FACE OF CURB OF THE 51.15GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. (NOT TO SCALE) ( I f 5GALE: 1" = 20' 11-03
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Existing Grass Swale Cross Section A -A
Prop. Concrete channel Cross Section A -A
Worksheet for Irregular Channel
Worksheet for Irregular Channel
Project Description
Project Description
Project File
x,\jobfiles\2241 m\engineering 201 1\9ng comps\channel.fm2
Project File x:\jobfiles\2241 m\engineering 2011 \eng comps\channel.fm2
Worksheet
Ex. Cross Section A
Worksheet Prop Cross Section A -A
Flow Element
Irregular Channel
Flow Element Irregular Channel
Method
Manning's Formula
Method Manning's Formula
Solve For
Water Elevation
Solve For Water Elevation
Input Data
Input Data
Channel Slope
0,008000 ft/ft
Channel Slope 0.005000 ft/ft
Elevation range: 685.80 ft to 689-13 ft.
Elevation range: 685.00 ft to 688.30 ft.
Station (ft)
Elevation (ft) Start Station End Station
Roughness
Station (ft) Elevation (ft) Start Station End Station
Roughness
0,00
688.30 0.00 38.33
0.030
0.00 688.30 0.00 21.00
0.030
4.90
688.00
14.46 686.00 21.00 25.00
0.013
25.20
686.00
21.00 685.50 25.00 34.00
0.030
26.00
685.80
27.20
686.00
22.00 685.0024.00
685.00
29.95
686,20
35.00
688.00
25.00 685.50
38.33
689.13
29,23 686.00
Discharge
13.75 cis
34.00 688.00
Discharge 15.71 cfs
Results
Wtd. Mannings Coefficient 0.030
Results
Water Surface Elevation 686.65 ft
Wtd. Mannings Coefficient 0.022
Flow Area
5.47 ft2
Water Surface Elevation 685.98 ft
Wetted Perimeter
12.80 ft
Flow Area 5.93 ft2
Top Width
12.64 ft
Wetted Perimeter 14.67 ft
Height
0.85 ft
Top Width 14.39 ft
Critical Depth
686.53 ft
Height 0.98 ft
Critical Slope
0.018665 ft/ft
Critical Depth 685.88 ft
Velocity
2,51 ft/s
Critical Slope 0.008450 ft/ft
Velocity Head
0.10 ft
Velocity 2.65 ft/S
Specific Energy
686.75 ft
Velocity Head 0.11 ft
Froude Number
0.67
Specific Energy 686.09 ft
Froude Number 0.73
Flow is subcritical.
Er
location marker
AS NECESSARY CONTRACTOR TO IMPROVE
APPROX. 5501 +/m OF EXISTING DRAINAGE SWALE
ON -SITE. DRAINAGE SWALE IS TO BE CLEARED OF
SHRUBS, TREES, ETC... TO ENSURE POSITIVE
DRAINAGE. TO EXISTING ON -SITE SWM FACILITY.
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MARK D. SMITH
Lic. No. 22837 a:
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DATE: July 6, 2011
SCALE: 1" = 20'
DESIGNED BY- JNT
FILE NO. 2241M
SHEET 4 OF 5
11-03
GENERAL CONDITIONS
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 the 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
A. All plant material will conform to the current issue of the American Standard
for Nursery Stock published by the American Nursery & Landscape
Association (ANLA).
B. Plant material must be selected from nurseries that have been inspected and
certified by state plant inspectors.
C. Collected material may be used only when approved by owner's
representative.
D. 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
material speified by the 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.
UTILITIES AND UNDERGROUND FEATURES
The landscape contractor shall notify utility companies and/or the general contractor in
advance of construction to locate utilities
A. If there is a conflict with the utilities and the planting, the landscape architect
shall be responsible for relocating plants prior to the planting process. Any
cost due to relocating after planting shall be borne by the owner.
DRAINAGE
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 to accommodate the poor drainage
situation.
WARRANTY
A. The standard warranty is for a 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.
B. 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.
C. Replacements shall be made during the next planting period.
D. Replacements shall be of the same type, size and quality as original species
unless otherwise negotiated.
TOTAL 51TE:
PARKING LOT I IPERVIOU5 AREA = 13,015 SF
13,015 / 2000 = I TREE& REQUIRED
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 root ball 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 the 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
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 throughout the container.
2. All container -grown trees and shrubs that have circling and matted roots
shall be treated in the following manner prior to planting: using a knife or
sharp blade, make 4-5 cuts, I" deep, the length of the root ball, to cut all
circling roots. 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.
A. Pruning shall be done before planting or during the planting operation.
Pruning Detail for Trees in this section.
B. All plant material in transit shall be covered to keep material from drying out.
The coverng shall comply with state and local laws pertaining to the
transport of materials
C. Trees shall be placed in an upright position with the rootball 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 roots survial.
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.
PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES &
SHRUBS
A. Remove the plant either by cutting or inverting the container.
B. For untreated plastic container grown plants with circling roots, use a sharp
knife to make 1" cuts the length of the rootball.
C. Plant shrub or tree a minimum of 1/8 of the height of the rootball above
existing grade.
D. Apply a 2 to 3" thick layer of approved mulch. Keep mulch 6" away from
the trunk of all trees and shrubs.
E. Plants grown in root containment bags must have the bags removed during the
planting operation. No additional slashing of the rootball is necessary.
INTERIOR PARKING LOT LANDSCAPING C165-210EX11Xb1: 1 TREE PER 10
5PACE5
41 &PACE5 PROP05ED/ 10= 4 TREE& REQUIRED
Total Provided
Proposed =11
*ALL PLANTS SHALL CONFORM WITH 165-203.01 OF THE FREDERICK COUNTY
ZONING ORDINANCE AND ALL PLANT SUBSTITUTIONS MU67 BE APPROVED IN
1UR171NCx BY FREDERIGK COUNTY PLANNING DEPARTMENT
NOTE:
,THE PLACEMENT OF TREES SHOWN ON THE PLAN MAY CHANGE AT THE FINAL FUTURE 51TE
PLAN STAGE. THE OWNER RESERVES THE RIGHT TO RELOCATE TREES TO MAKE THE 51TE
ASCETICALLY PLEASING.
,CONTRACTOR TO GET APPROVAL FROM OWNER AND COUNT' IF ANY 6U55TITUTIONS ARE
MADE.
L�4NF,
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LgNpsCqpErAg„LgrIoNs THIS SHEET FOR LANDSCAPING ONLY
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50TANIC NAME
COMMON NAME
QUANT I i"r
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Acer rubrum "october glory"
October Glory Maple
11 (parking)
211 cal 545
I DIG HOLE 2X-3X ROOT BALL WIDTH 'I
TREE PLANTING - VERTICAL STAKES
TREES <e CAL
SCALE.- NOT TO SCALE
SIN OR 71E
10SE
WITH TIE
STAKES
) TO FIRM
SOIL
STAKES
) TO FIRM
SOIL
TAKES PARALLEL
S AND BUILDINGS
PRUNE DOMINANT LEADERS —
PRUNE RUBBING OR
CROSSING BRANCHES mot,
DO NOT STAKE OR WRAP
TRUNK UNLESS NECESSARY
REMOVE TAGS AND LABELS
CUT AWAY ALL BALLING ROPES
TOP OF BALL IS TO BE 2"
EXISTING GRADE
REMOVE TOP OF WIRE BASKET
WIDEN AND SCORE
HOLE WALLS
REMOVE CONTAINER AND
CUT CIRCLING ROOTS IF
IM0.ZOR��1_IaM=
CONTAINER -GROWN OR AS LEAVE SOLID SOIL PEDESTAL - DO NOT
MUCH BURLAP AS POSSIBLE DIG DEEPER THAN BALL DEPTH
2X-3X BALL DIA.
TREE PLANTING DETAIL
TREES <e CAL
SCALE: NOT TO SCALE
DO NOT PRUNE TERMINAL
LEADER OR BRANCH TIPS
PRUNE NARROW CROTCH
ANGLES AND WATER SPROUTS
— PRUNE BROKEN BRANCHES
f— PRUNE SUCKERS
2--3- MULCH KEPT
---__—AWAY FROM TRUNK
SOIL WELL TO CONTAIN WATER
UNAMIENDED BACKFILL SOIL
1 WATER TO SETTLE SOIL
— AREA FOR WATER DRAINAGE
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DATE: July 6, 2011
SCALE: AS SHOWN
DESIGNED BY: JNT
FILE NO. 2241M
SHEET 5 OF 5
11-03
u
GENERAL NOTES
1. Methods and materials used in the construction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
construction, must be provided prior to issuance of the site development permit. 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. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) and Frederick County prior to construction in existing State right-of-way.
4, Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
required under State law.
5. The exact location of all guard rails will be determined by VDOT personnel. A 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 of paved ditches will be needed. The developer will be
(VDOT) g / P „ P
responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
VDDT GENERAL NOTES
Vi. 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
an Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of
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a discrepancy or conflict between the Standards or -Specifications and Regulations, the most stringent
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shall govern.EX
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and HealthPROP
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 b
in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic
control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge
Specifications.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including®�
traffic signal poles, 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 o change as deemed necessary by VDOT. Any additional expense incurred as a result of any field
revision shall be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land
use permits for any work within VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and
held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work.
LEGEND
EXISTING INTERMEDIATE CONTOUR - �- -- - - -®
-- -.�-- � --- _- � _
EXISTING INDEX CONTOUR 330
PROPOSED CONTOUR 400
EXISTING EDGE OF PAVEMENT Ef3- - --- --
PROPOSED EDGE OF PAWAIEN'T E/P
FIX
EXISTING CURB AND GUTTER _. - t _ _ - _INES
PROP C&G
PROPOSED CURB AND GUTTER
TRANSITION FROM CG-S TO CG-6R CG-6 CG-6REms
EXISTING TELEPHONE LINE - - T - --- -- .- T - --.- - - 7 - - -
PROPOSED TELEPHONE LINE T
EXISTING STORM SEWER,E ' RCP-
"
PROP. 15 RCP
PROPOSED STORM SEWER �
EXISTING SANITARY SEVER -«-- «� --�
PROPOSED SANITARY SEWER S
EXISTING ELECTRIC SERVICE- - � - -- .--- - � -.-- ---. - __ F. _._. __ __
PROPOSED ELECTRIC SERVICE E
VICINITY MAP
SCALE: 1" = 2000'
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SHEET INDEX
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
on the plans and as required at the field inspection.
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11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
litter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets,
and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of the Frederick County Sanitation Authority.
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any
required or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent
public roadway via a construction entrance that is constructed and maintained in accordance with
Section 3.02 of the Virguua Erosion and Sediment Control Handbook. Furthermore, access to other
properties affected by this project shall be maintained through construction. The Developer shall have,
within the limits of the project, an employee certified by the Virginia Department of Conservation and
Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices
and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly
rectified.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the
end of construction.
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
�
con ct 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 VDDT. Work shall cease in that vicinity until an adequate design can be determined by the
engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be
present to insure the sample obtained is representative of the location. When soil samples are submitted
to private laboratories :for testing, the samples shall be clearly identified and labeled as belonging to a
pproject to be accepted by VDOT and that testing shall be performed in accordance with all applicable
VDOT standards and procedures.
EXISTING GAS LINE1-4
PROPOSED GAS LINE G
PROPERTY LINE
FLOW LINE �►- •••- •••-► •••- •••-® •••- •••-�-
FENCEI NE - r, - - n - --
�
EXISTING POSER POLE
EXISTING TELEPHONE PEDESTAL
, o,
EXISTING WATERLINE W/ TEE ' - - � s -
PROPOSED WATERLINE �/ TEE M►
EXISTING FIRE HYDRANT
EXISTING WATER VALVE' -,�_�
PROPOSED WATER METER V
PROPOSED REDUCER W
STOP SIGN
pAROG INDICATOR
INDICATES THE NUMBED OF TYPICAL PARKING SPACES A,2
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1. COVER SHEET
2. E&S CONTROL NARRATIVE. DEATILS AND COMPUTAIONS
4. LAN
5. LANDSCAPING PLAN
NOTES
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1. CONTRACTOR TO VERIFY ALL MaSITNG PRIVATE UTILITIES HORZ. AND VERT. ELEVATION AND LOCATION OF PRIVATE UTIIITES WITH
OWNER.
2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE WITHIN ALL PHASES OF CONSTRUCITON.
4. RETAINING WALL DESIGNED BY OTHERS.
5. CONTRACTOR AND OWNER TO COORDINATE TO ENSURE ALL BUILDING INGRESS AND EGRESS AND REFUGE AREAS IN ACCORDANCE WITH
LOCAL, STATE, INTERNATIONAL REQUIREMENTS.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right-of-way.
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18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be
compacted in six 6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99
Method A, within pus or minus 2% of optimum moisture for the full width of any dedicated street
right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent
agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be
submitted to VDOT daily, unless specified otherwise.
HANDICAP PARKING L
VEHICLES PER DAY COUNT iOO
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THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
Qft CHANGE IN THESE PLANS SHALL HE .APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION
development permits.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these laps and/or as
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specified by VDOT.
PROPOSED BUILDING ENITRANCE
/� T
PROJECT INFORMA Tl ON
project. The relocation should be done prior to construction.
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
engineer must be notified immediately.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
„ „
22. Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements in this note.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2) working days, but not more than ten (10) working daps, prier to commencement of
excavation or demolition. Names and telephone numbers of the and operators underground utility lines in
Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
24. All utilities to be located underground.
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
Note: An lace within these lens stating Greenway Engineering,shall represent Greenway Engineering,Inc.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way nhall meet
VDOT minimum design standards and is the responsibility of the developer.
V17. Prior to VDOT acceptance of any streets, all required 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.
V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to tht
start of construction. Copies of all invoices for materials utilized within any dedicated street
right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work, Unit
and total prices may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical
spreader. Density will be determined using the density control strip in accordance with Section 304 of
the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform
these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.
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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.
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and
Bridge Specifications. Density shall be determined usinj the density control strip as specified in Section
315 and VTM-76. A certified compaction technician sha 1 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
V21. 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.
V22. The foundations for all box culverts shall be investigated by means of exploratory borin_ggs advanced
below proposed foundation elevation to determine the type and condition of the foundation. ThA
contractor shall submit copies of borehole logs and report findings of foundation exploration to the
P P g
engineer and VDOT for royal riot to constructing box. Foundation designs shall comply with VDOT
g pp P g g p p
Road and Bridge Standard. PB-1. Contrary to the Standard, where rock is encountered and cast -in -place
box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise
unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall
be determined by the engineer and approved by VDOT.
V23. Approval of these plans shall expire three (3) years from the date of the approval letter.
V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as
specified by VDOT.
V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in
accordance with VDOT s installation criteria. Final approval of the guardrail layout to be given by VDOT
after grading is mostly complete.
PROPOSED STREET NM SIGN
PROPOSED SANITARY LATERAL CLEANOUT S
MANHOLE IDENTIFTER 12
STORM DRAIN STRUCTURE IDENTIFIER
EASEMENT LINE ___ _ _ _. _
EXISTING SPOT ELEVATION X 35
PROPOSED SPOT ELEVATION ?C35
EXISTING TREE LINE
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U MARK D. SMITH
LiC. N0. 22837
VA
®,�t,,
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to
STREET ADDRESS 882 BAKER LANE
S-:
WINCHEa s'R, VA 22602
TAM MAP NO. 54-A-97B
LOT AREA 10.33 ACRES
PROJECT AREA 0.57 ACRES
DISTURBED AREA : 0.57 ACRES
CURRENT ZONING : M1 - LIGHT INDUSTRIAL
CURRENT USE MANUFACTURING / WAREHOUSE /OFFICE
PROPOSED USE MANUFACTURING / WAREHOUSE /OFFICE
BUILDING HEIGHT: MAXIMUM ALLOWED =PROPOSED =6Q '
SIGNS: EX.B'x6'+/- SIGN, NONE PROPOSED WITH THIS PLAN.
OUTDOOR LIGHTING: NONE PROPOSED
BUILDING SETBACKS: REQUIRED: PROPOSED:
FRONT: 75' 326'
SIDE: 25' 69'
REAR: 25' 4!8'
PARKING SETBACKS: FROM ROAD R/W=10'
FROM PROPERTY LINE=5
DUMPSTERS: NONE PROPOSED WITH THIS PLAN
OUTDOOR STORAGE: NONE PROPOSED WITH THIS PLAN
PREVIOUS APPROVED PLANS
FC SITE PLAN# APPROVED DATE
SITE PLAN APPROVAL #02-99 6 /24 99
/
49-03 2 24 04
# / /
NAME DATE .I�I tl
#63-07 2/21/08
SITE PLAN NUMBER �O�_ t- �
PARKING CALCULATIONS
SPACES APPROVED WITH SP#63-07 = 119 INCLUDING 4 ADA SPACES
SPACES PROVIDED WITH THIS PLAN = 41 ADDITIONAL
TOTAL SPACES PROVIDED WITH SP#63-07 & THIS PLAN = 160 INCLUDING 4 ADA SPACES0
LANDSCAPE CALCULATIONS F.A.R.CALCULATION
Q s.f.
= 3 AC.
REQUIRED: 25%=112 6 s. s.f. TOTAL AREA
TOTAL BLDG.=194,826 s.f. LOT AREA = 10.33 AC. or 449 974.80 s.f.
194,826 s.f. / 449,974.80 s.f. = 0.43<1.0
TOTAL PAVED AREA=115,Oo5 s.f.
TOTAL=309,891 sf
449,974.8 s.f. - 309,891s.f.=140,083.8 s.f.
140,083.8 s.f./449,974.8 s.f. =31% PROVIDED
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SU�b VEl AND TOPDGRAPH C INFO .fl♦ A 1 I®N
1, Boundary survey was performed by:
GREENWAY ENGINEERING Dated: 03-08-99
2• Aerial, horizontal and vertical control surveys were
performed by: GREENWAY ENGINEERING 2007
(Year)
3. Aerial topographic mapping performed by:
- Dated: -
FCSA�r rP �vr� r��n
(� NSl R U[� 1 I N NOTES S
1. The Authority's Water and Sewer Standards and Specifications are available at
www.fesa-water.com <http://www.fesa-water.comX
2. The water and sanitary sewer portion of the plans are valid for three years from date of FCSA
approval.
3. The contractor shall adhere to the Authority's standards and specifications in effect at the time of
construction.
4. The contractor shall coordinate with and arrange for inspection by the Authority.
5. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole.
6. A new water or forced sewer main shall be connected to an existing main b a wet to
( ) g y P•
The Authority shall furnish all needed material and make the tap.
The contractor shall submit an Application for Wet Tap and pay the required fees.
7. Exact locations of water and sewer services on new lines to be coordinated with the Authority's
inspector.
8. The Authority's maintenance division shall furnish and install all water meters through 2 inch in size. It
is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent
meter is installed:
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 coppersetter shall be between 18 and
21 inches.
d. All components of the meter box assembly shall be in proper working order.
9. For services that connect to existing lines:
a. The Authority shall furnish and install:
1. all 5/8"xy shall
1„, 1 i�" and 2" water services
2. all sewer services.
b. The contractor shall:
1. coordinate the location of the service lateral with the Authority's engineering
assistant
2. submit an Application for Service and pay the required fees.
10. All water lines must have a backflow prevention assembly (double check valve or RPZ, as required). The
APPROVAL
r
�E,I /
)-
F EDERICK COUNTY ZONING ADMINISTRATOR DATE
* APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
YEARS FROM THE DATE OF PLANNING APPROVAL
�
FIRE MARSHAL'S NOTE
Fire lane markings and si naue:
--� �
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshals Office.
TRIP GENERATION DATA
Project Name:
MONO El
0 INC.
Project Number:
� 2� 1 M
CLASS
USE
DWELLING UNITS
* TRIP RATE
TRIP RATE USE
VPD
assembly must meet ASSE standard number 1015 or 1013.
11. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as
required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned
fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow
NO ADD
IAITH
IONAL TRIP PROPOSED
THIS PLAN
Magisterial District:
STONEWALL MAGISTERIAL DISTRICT
Date of Plan: (Month, Day, Year)
July 6, 2011
prevention unit. Radio read remotes are required.
12. The Authority shall review the mechanical plan(s) for design and material approval of a building's:
a. Domestic water meter and its backflow prevention device, and/or its
b. Fire service line's backflow prevention device.
13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to Operate and
a copy of the stations DEQ approved 0&M manual. These documents must be received before substantial
completion is issued and water meters released.
* TAfEN
FROM ITE TRIP GENERATION
7TH EDITION
Owner:
RADER INVESTMENT GROUP, LLC
Address, Including Zip Code & Telephone No.
882 BAKER LANE
WINCHESTER, VIRGINIA 22602
540-665-1691
DATE: July 6, 2011
UTILITY CONTACTS
SCALE: NA
Water/ Frederick County Sanitation Authority Phone: Verizon
Sewer: P.O. Box 1877 P.O. Box 17398
Winchester, VA. 22604 Baltimore, MD 21297
(540) 868-1061 (301) 954-6282
Power: Rappahannock Electric Cooperative Gas: Washington Gas Co.
Developer:
MONGFLO INC.,
Address, Including Zip Code & Telephone No.
882 BAKER LANE
WINCHESTER, VIRGINIA 22602
540-665-1691
DESIGNED BY: JNT
FILE NO. 2241M
Engineer Certifying Plan:
GREENWAY ENGINEERING
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
WINCHESTER, VA 22602
(540) 662-4185
P.O. U= 73M Mvan (e0) see-ww P.O. Box 2400
= � a ( ) R n : N) a772- Winchester, VA 22604
_ t�>_e
wb: (540) 869-1111
Virginia Utility Protection Service 1-800-552-7001
HANDICAPPED PARKING NOT""
SHEET 1 OF 5
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
11-03
u 1 I
MONMO Wa
Eroalon and SO&MIent CAMIL111"011
Narrative
Project Description
The purpose of this project is for the construction of a parking expansion along the front of
the property along Baker lane. The expansion area will accommdate an addtlonal 41 spaces
and provide a paved access to the fire hydrant.
Existing site Conditions
Thy northern portion of the site 1s improved with a warehouse and manufacturing building, and
the southiern portion to open with small t.reeo and brush and a otorm water pond in place.
Adjoining Properties
The Third Battle subdivision to the north industrial developed lots to the east 4 west, and
Huntington Meadows oubdivieton to the south.
Sons
soilo at this project site are classified as Harks Churns silt Loam (15) and UJs*srt Setks
C iarnsry silt Loam (41C). These soils have moderate erosion hazards and moderate to severe
wetne8o when excavated.
Critical Areas
There are no critical areas on site.
Structural Meaeures
Hold pre -constriction meeting on bite.
Install alit fencing.
Install roof collection pipeing along building
Upon completion of grading, stabilize the slts.
]is areas:
Stockpl[so will be kept onelte and are to be stabilized with temporary seeding and protected
with silt fence.
yagmative measures:
vegetative stabilization shall be uniform, mature enough to survive and adequate to inhibit
erosion.
Permanent or tempoaN son stabilization shall be applied to denuded areas immediately after
final grade is reached on any portion of the ottm Temporary ootl stabilization shall be applied
immediately to denuded areas that mayy not be at final grade but will remain dormant for longer
ttion fourtsen 64) days. Permanent ootl stabilization shall be applied to all areas that are to
be left dormant for more than six (6) months,
Topsoil that has been stockpiled shall be surrounded with slit fence and protected by mulch
and/or temporary vegetation Immediately after grading.
All earth berms, diversions and sediment trap embankments are to be mradhine-compacted,
seeded and mulched (hay mulch or straw) for temporary andlor permanent vegetative cover
immediately after construction.
Erosion control meta shall be installed over steep (2:1) cut and fill* elope which have been
brought to final grade and seeded to protect from rill and gully erosion.
Management strategies:
Construction shall be asquenced ouch that grading operations will begin and end as quicdy as
possible.
Sediment trapping measures ohall be installed as a first step in grading and will be seeded and
mulched immediately following installation.
Dams, dikes and divsrolono shall be stabilized I medlatslg after construction.
Temporary oesding or other stabilization will follow immediately after grading.
Areas which are not to be disturbed will be clearly marked in flags, signs, etc.
The efts ewer "it be responsible for the; installation and maintenance of all erosion
and sediment control measures. Maintenance of these measures ttroughout the project to
critical to the effectiveness of the program.
All temporary controls shall be removed within 30 dago once no longer needed. Trapped
sediment must be trapped and stbilized
After areas above controls have been stabilized, the controls shall be cleaned up and
removed.
Electric power, telephone, otorm, sanitary, water 4 gas ou ppig tranchiso are to be compacted,
seeded and mulched within five (5) dago after backfilling. No mot than 500 feet are to be
open at any one time.
All cut and fill slopes are to be seeded and mulctied immediately from completion of grading.
Drainage maim shall be stabilized with ctieck dame until vegetation has been well satabliahed,
at which time the deck dame shall be removed.
Devices listed above are considered minimum erosion and sediment controls. Additional
control measures may be necsssarg due to contractor phasing or othie' unforeseen conditions.
It is the contractor's reoponsiblI119 to provide additional measures to thoss oh om as needed,
in order to control erosion and contain sediment on sits. All measures shall be installed
according to the standards and specifications in the Virginia erosion and sediment control
handbook.
Maintenance program:
All control measure* *hail be inspected daily N the site superintendent or his represerntative
and within 24 hours after arty atom event greater than 0.5 inches of rain per 24-hour period.
Any damaged structural measures are to be repaired by the and of the day. seeded areas
shall be chl regularly to that a good stand of grass Is maintained. All areas shall
be fertilized and reseeded as needed until graso is established.
Trapped sediment is to bs removed as required to maintain W% trap efficieicg and dtopooed
of bg spreading on outs.
Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet 16
clogged bg sediment, it shall be removed and cleaned or replaced irmnedtately.
The contractor to responsible for keeping extating pudic road* in a Clean, dust and mud free,
condition at all times. Also, it to the contractors rs*ponotbilitg for any cleaning/removal of aN
sediment on public or private roadways.
Erosion and sediment control program:
1. Hold pre-ccmotrualon meeting on site with innspector.
2. Clearing and grurbbing for sediment control devices only.
3. Placement of sediment. control devices.
4. Obtain inspector's approval prior to beginning usage of site for construction.
5. Restoration and *tabntzation of disturbed areas.
6. Remove erosion and sediment control measures with the approval of the inspector.
Note: Thu frsdeidk county pudic 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 (ooll stabilization).
1. All permanent seeding shall be in accordance with section 332 of the veoch
2. Spread topsoil at a minimum depth of far (4) inches.
3. Incorporate pulverized agricultural limestone into the topsoil at a rate of W lbs. Per
1O00 square feet (2 ton* pp�� acre).
4. Fertilize with 10-10-10 fertilizes at a rate of 23 Ibs per IOW square feet (1000 Ibs par
acre).
5. seed all areas with a seed mix consisting of ill ke ntucuj 31 tall fescue and 33% red top
clover.
6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 be per acre
anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre.
Cwt control:
1. Temporary ossdtng shall be applied to all disturbed areas subject to little or no
construction traffic.
2. All haul roads and other heavy traffic routes shalt be sprinkled with water until the
surface 16 wet and repeated as needed to control duet.
MINIMUM CONSTRUCTION
STANDARDS NARRATIVE
AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE
CONSISTENT WITH THE VSECH FOR 4VAC50-30-40 MINIMUM STANDARDS:
1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED
AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE 13 REACHED ON ANY PORTION OF THE
SiTE. TEMPORARY SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO
DENUDED AREAS THAT MAY NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR
LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS
THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.
2. DURING CONSTRUCTION OF THE PROJECT, SOiL STOCKPILES AND BORROW AREAS
SHALL BE STABILIZED OR PROTECTED WiTH SEDIMENT TRAPPING MEASURES. THE
CONTRACTOR 13 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 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 TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF
COEFFICIENTS USED IN RUNOFF A BARE EARTH CONDITION OF THOSE CONDITIONS
EXPECTED TO EXIST WHiLE THE SEDIMENT BASIN iS UTILIZED.
1. CUT AND FiLL SLOPES SHALL BE DESIGNED AND CONSTRICTION 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.
S. 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.
II. 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
CONSTRUCTION OF NONEROD15LE MATERIAL SHALL BE PROVIDED.
14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO
WORKING OR CROSSING LiVE WATERCOURSES SHALL BE MET.
15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY
AFTER WORK iN THE WATERCOURSE 19 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 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.
11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC
ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY
VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT 16 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.
15, 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 LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL
AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE
PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO
EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE
PERMISSION OF THE SHENANDOAH COUNTY INSPECTOR.
IS. 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.
20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE
EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND
51OLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE.
DATE:
r _
HE RE5PON515LE
16 THE PARTY RE5PON615LE FOR
,.*.'"04.ARRYING OUT THE LAND D15TUR15ING
ACTIVITY A5 5ET FORTH IN THE PLAN5.
ftQMWMff
The storm runoff from this project is being controlled
through an on -site underground storm system, onsite grass
swales and natural sheet flow to the on -site Regional
Stormwater Management Pond.
The Regional Pond was designed to accommodate the 12.5
acres of off -site drainage in addition to the on -site
draniage which consisted of approximatly 10 Acres. A post
development C-value of .15 was utilized in the original
design. i
The existing dual 36° CMP which carry the offsite runoff to
the pond are to be replaced upon future site development
4 upsized with dual 46" HOPE as shown previous approved
site plan %3-01.
EROSION/SEDIMENT CONTROL LEGEND
NO. KEY SYMBOL DESCRIPTION
3A* )(---X ->( SILT FENCE
3.18 OP OUTLET PROTECTION
- - - - - OMITS OF CLEARING 4 GRADING;
NOTES:
1. WRAP APRON REDUCES THE FLOW VELOCITY BELOW THE
PER11118SIMM VEGDCITir OF THE NATURAL RECEMG CHANNEL.
2. TRANSITION SIDE D19ERGENCE IS 1 IN 3F, MIERE
y_
F - FROUDE N[WER gd . WHERE
V - VELOCITY AT THE BEODMG OF THE TRANSITION
d - DEPTH OF FLOW AT THE BEGMG OF THE TRANSITION
a - 32.2 tt./sec$
SOURCE: VA. DSWC
PLATE 3.18-2
X
�0
P
01 0
-- --~ -- 65 �- -�-
®®�
1�
110
/f�ii LIMITS OF _X
-- _
1 TEST PITS AS SHSITE PLAN FOR
XISTINIC UTILITY HORZ. & i/ERT:�:OCATI.0Nl.
I
ARP - '` RA_ 1*09 SASE_ T. IAL 4
u✓+'.� ...m�waw".1...
"I noTA VTRAPAZ0IDAL C®NiCRE I E. DITCi'1____
-- �-AND ROOF WRAIN -COUgCTION LIME i
l
LIMITS OF:
QZARM 4 GRADNG
• • -- " I$] , J
M 6 h r5
iI_
L�,
®o-
Do W
PIS 126
LIMITS OF
CLEARING 4 GRADNG
LIMITS OF
CLEARNG 4 GRADNG
`u A 11r
:• •
77
At - / j - i ENTRANCE
farm aam-J rum I n 1
SIDE ELEVATION
oasrma I I
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn Per Acre
- Commercial or Residential 200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue 90-100%
- Improved Perennial Ryegrass * 0-10%
- Kentucky Bluegrass 0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia. 125 lbs.
General Slope (3:1 or less)
- Kentucky 31 Fescue 128 lbs.
- Red Top Grass 2 tbs.
- Seasonal Nurse Crop** 20 lbs.
150 lbs
Low -Maintenance Slope (Steeper than 3:1)
- Kentucky 31 Fescue 108 lbs.
- Red Top Grass 2 lbs.
- Seasonal Nurse Crop** 20 lbs.
- Crownvetch *** 20 lbs.
150 Ibs
* Perennial Ryegrass will germinate faster and at lower soil
temperatures than fescue, thereby providing cover and erosion
resistance for seedbed.
** Use seasonal nurse crop in accordance with seeding dates as
stated below:
March, April through May 15th Annual Rye
May 16th through August 15th Foxtoti Millet
August 16th through Sept.,Oct. Annual Rye
November through February Winter Rye
*** If Flotpea Is used, increase to 30 lbs./acre. All legume seed
must be properly inoculated. Weeping Lovegross may also be
included in any slope or low-maintance mixtures during warmer
seeding periods; add 10-20 Ibs/acre in mixes.
I
LIMITS OF I 1 I r I� I
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DESIGNED BY: JNT
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o Lic. No. 22837
toNAL
LONGITUDINAL L 5L OPE 0 0.5%
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INSERTABLE SHEET A179 NOTES'
10WA1\JJ5 TfRENCH
,,{{ cc s 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. I
'`'� 1 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
NOTES: 4- 2'R 4000 PSI IF PRECAST.
d
� � i. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3. COMBINATION CURB &GUTTER HAVING A RADIUS
2 2
2. CONCRETE TO BE CLASS As F CAST IN PLACE. OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL ;
4000 PSI IF PRECAST. BE PAID FOR AS RADIAL COMBINATION CURB & i
3. COMBINATION CURB &GUTTER HAVING A RADIUS GUTTER.
/��� r OF 300 FEET OR LESS IPLONG FACE OF CURB) SNAIL ( I,�
q C MATCH
�� 5P V�RI `� DGUUTTER. FOR AS RADIAL COMBINATION CURB N 4. FOR USE WITH STABILIZED OPEN -GRADED ?
r f•lSPI�A�LT f ''` TCH � MATCH F� CjLOFE J �o DRAINAGE LAYER, THE BOTTOM OF THE CURBDRAI
1 O}w \ / /` I /°� ;•FOR USE WITH ,THE BOTTOM
OPEN -GRADED
iii...���VI �/ f.,,F `-� �0� � �' G��••�L7 AND GUTTER
LAYER, THE BOTTS OF THE CURB AND GUTTER GHAT BE CONSTRUCTED PARELLEL
�•i Of OOTHETSLOPS�NOA4�_4 BE SUBBASETCOURSESPARALLEL 1M'1 TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT. e AND TO THE DEPTH OF THE PAVEMENT. I
. CRITERIA Ijp I I } Z
5. ALLOWABLE EDONFOR THE USE OF 16 I � � i F
d e . j
• CG-6 IS BASED ON ROADWAY CLASSIFICATION 1 j EE 1{
AND
DESIGN SPEED AS SHOWN N APPENDIX A a i 1
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Tv7 - }}—�� _ _ y ^ gutter may be constructed ~ jjj z O w
I PE i 21` — THE BOTTOM OF THE CURB AND parallel to the slope Of I J
GUTTER MAY BE CONSTRUCTED subbase courses provided a ff i ® w
6 2 0' PARM.LEL TO THE SLOPE OF f(
SUBBASE COURSES PROVIDED A minimum depth Of %� Is
MINIM-N DEPTH OF 7"
IS MAINTAINED. maintained. Y H
THIS AREA MAY BE CONCRETE T� 16;�Y4��1�
AT 7H£ OPTION OF THE CONTRACTOR I W IIr V 1
E30TTOM TRMSITiON WIDTH VARIES
COMBINATION 6" REVERSE CURB & GUTTER t j Q IL
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`' 1.) ALL OUTDOOR LIGHTING 15 TO BE 11 I I
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5NIELDED TO PREVENT AANY 3fD0(D
ON5 I T TYPICAL CAS PAVEMENT T 5 N N cT�o
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ILLUMINATION OF ADJACENT NOT TO SCALE 4 SUBBASE (21-A aroN1=>
/� PROPERTIES. LiGHT PAVEMENT SECTION WIDTH VARIES � � "`�
AG - -
GREGA�TE 5,45E SEE SITE PLAN d — —
VAARIE5 _ 2.) O 05 D UTILiT 5 5HA4L I 11 DATE: Jul 6 2011
TYPE i 215 ALL PR P E E L BE � I � � A y,
l�i� To 2�" LOCATED UNDERGROUND 2" SM-12sA SURFACE COURSE 41 4, '' .d♦ ; e �. y.'• .',• i ; ,`
6" SUBBASE VDOT STD. GR-21A CLASS III
_ "
RIP -RAP , : a 1 I SCALE: 1 = 20>
l� l—TTi�iL l i I I COMPACTED SUBCiRADE
3.) CONTRACTOR
TO REQUEST AASBUiLT (COMPACTED TO W% DENSITY �—I I-1 I (—I I (-1 I I^) I I —I III
AND�I }
TfP,..,AN5ITI0NDETAILAAND CUT5NEET& A4T TIME OF AT OPTIMUM M015TURE CONTENT —III—) I i—III I—) I I—) I I —I I (—)
VOOT VTM-I METHOD) �-_COMPACTED SUISGRADE r DESIGNED BY: JNT
CONSTRUCTION. (W% DENSITY)
V,� ,� L� GUTTER TO TFAf=EZ0IDAL DRAIN- 20 I O O 20 4U FILE N0. 2241M
�•.) ALL PROP05ED CURB RADIUS ARE PAVEMENT DESIGN BASED Cal A SUBC•sRADE CBR DESfGN VALUE OF 10. SOIL TEST `��., �
NOT TO 5CAALE OF THE SUIBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED CONCRETE 61DEWA4L.K DETAIL M = � � � SHEET 3 OF 5
DEL iNEA4TED FROM FA4CE OF CURB �
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. (NOT TO WALE) � ' � � �..�•' G/�LE: I " = 20'
PVMTSECT 11 , 11— 0 3
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TOPROViD1= aMOOTI4--TRANSIT! 4 CONC - - ,- DOWN CURB IRETAING WALL DESIGNED BY OTH f � - - FOR t�f%Ct "`~ s `�':'
AND POST 1VE D INAC�E TE ACLE'I" � � �• ``--� RELAT __- -- � •�'� r I f
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! AND CONSTRUCTION ADJACENT 5' CONCRETE SIDEW LK - j
j (� I CROSS SECTION A -A
_ X � __ ( �'-- — - - --- — - _- TO EX:-T-RANSFPRMERS t _ D R _ ROOF DRAIN SEE SHEET 3 4 4
LIMITS OF I
CONTRACTOR TO COORDINATE
\ r � TO DA`I'L IC�HT (FOR DETAIL 4 COMPUTATION)
WITH UTILITY COMPANY. O" ROOF DRAIN 1011 OF DRAI CLEARING 4 GRADING
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REFER TO SHEET 2 FOR COMPUTATIONS
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AND SHEET 3 FOR TYPICAL DETAIL
LIMITS C1,'1 T PIT f PIT
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OBVIP SLOPE
Existing Grass Swale Cross Section A -A
Worksheet for Irregular Channel
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Prop. Concrete channel Cross Section A -A
Worksheet for Irregular Channel
Project Description
Project Description
Project File
x:ljabfiles12241 rn\engineering 2011\eng comps\channel.fm2
Project File
x:\jobfiles\2241 m\engineering 20111eng comps\channel.fm2
Worksheet
Ex. Cross Section A ,A
Worksheet
Prop Cross Section A -A
Flow Element
Irregular Channel
Flow Element
Irregular Channel
Method
Manning's Formula
Method
Manning's Formula
Solve For
Water Elevation
Solve For
Water Elevation
Input Data
Input Data
Channel Slope
0.008000 ft/ft
Channel Slope
0.005000 ft/ft
Elevation range: 685.80 ft to 689.13 ft.
Elevation range: 685.00 ft to 688.30 ft.
Station (ft)
Elevation (ft) Start Station End Station
Roughness Station (ft)
Elevation (ft)
Start Station
End Station
Roughness
0e00
688.30 0.00 38.33
0,030
0.00
688.30
0.00
21.00
0.030
4 .90
688.00
14.46
686.00
21.00
25.00
0.013
2.20
688.00
26.00
685.80
21.00
685.50
25.00
34.00
0.030
27.20
686.00
22.00
685.00
29.95
686.20
24.00
685.00
35.00
688.00
25.00
685.50
38.33
689.13
29.23
686.00
Discharge
13.75 cfs
34.00
688.00
Discharge
15.71 cfs
Results
Wtd. Mannings Coefficient 0.030
Results
Water Surface Elevation 686.65 ft
Wtd. Mannings Coefficient 0.022
Flow Area
5.47 ft2
Water Surface Elevation 685.98 ft
Wetted Perimeter
12.80 ft
Flow Area
5.93 ft2
Top Width
12.64 ft
Wetted Perimeter
14.67 ft
Height
0.85 ft
Top Width
14.39 ft
Critical Depth
686.53 ft
Height
0.98 ft
Critical Slope
0.018665 ft/ft
Critical Depth
685.88 ft
Velocity
2,51 fus
Critical Slope
0.008450 Wit
Velocity Head
0.10 ft
Velocity
2.65 ft/s
Specific Energy
686.75 ft
Velocity Head
0.11 ft
Froude Number
0.67
Specific Energy
686,09 ft
Flow is subcritical.
Froude Number
0.73
CONCRETE CRADLE
location maria
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AS NECESSARY CONTRACTOR TO IMPROVE
APPROX. 550' +/m OF EXISTING DRAINAGE SWALE
ON -SITE. DRAINAGE SWALE IS TO BE CLEARED OF
SHRUBS, TREES, ETC... TO ENSURE POSITIVE
DRAINAGE. TO EXISTING ON -SITE SWM FACILITY.
24' salsa
bacMI
8' All baddilt to be oornpected to 95%
of ASTM D698 mw*mrm denariy.
STANDARD
CONCRETE ENCASEMENT
TRENCH & BEDDING
-1-
4• select
ac"ll
FE9 09
concrete pad 18' die. x 8' deep
finished grade
:: ...
8' stone
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48'
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APP-41
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20 10 0 20
IO I' x SGALE: J" = 20'
I I A D
MARK D, SMITH
Lic. No. 22837
`�IONAL
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DATE: July 6, 2011
SCALE: 1" -- 20'
DESIGNED BY: JNT
FILE NO. 2241M
SHEET 4 OF 5
11-03
GENERAL CONDITIONS
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 the 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
A. All plant material will conform to the current issue of the American Standard
for Nursery Stock published by the American Nursery & Landscape
Association (ANLA).
B. Plant material must be selected from nurseries that have been inspected and
certified by state plant inspectors.
C. Collected material may be used only when approved by owner's
representative.
D. 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
material speified by the 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.
UTILITIES AND UNDERGROUND FEATURES
The landscape contractor shall notify utility companies and/or the general contractor in
advance of construction to locate utilities
A. If there is a conflict with the utilities and the planting, the landscape architect
shall be responsible for relocating plants prior to the planting process. Any
cost due to relocating after planting shall be borne by the owner.
DRAINAGE
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 to accommodate the poor drainage
situation.
WARRANTY
A. The standard warranty is for a 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.
B. 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.
C. Replacements shall be made during the next planting period.
D. Replacements shall be of the same type, size and quality as original species
unless otherwise negotiated.
TOTAL 51TE:
PARKING LOT IMPERVIOUS AREA = 13,015 SF
13,01E / 2000 = I TREES REQUIRED
STANDARDS
A. Plants will be in accordance with the current ANLA's Standards and conform
in general to representative species.
B. Baked 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 root ball 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 the 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
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 throughout the container.
2. All container -grown trees and shrubs that have circling and matted roots
shall be treated in the following manner prior to planting: using a knife or
sharp blade, make 4-5 cuts, 1" deep, the length of the root ball, to cut all
circling roots. 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.
A. Pruning shall be done before planting or during the planting operation.
Pruning Detail for Trees in this section.
B. All plant material in transit shall be covered to keep material from drying out.
The coverng shall comply with state and local laws pertaining to the
transport of materials
C. Trees shall be placed in an upright position with the rootball 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 roots survial.
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.
PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES &
SHRUBS
A. Remove the plant either by cutting or inverting the container.
B. For untreated plastic container grown plants with circling roots, use a sharp
knife to make 1" cuts the length of the rootball.
C. Plant shrub or tree a minimum of 1/8 of the height of the rootball above
existing grade.
D. Apply a 2 to 3" thick layer of approved mulch. Keep mulch 6" away from
the trunk of all trees and shrubs.
E. Plants grown in root containment bags must have the bags removed during the
planting operation. No additional slashing of the rootball is necessary.
INTERIOR PAI;;JGING LOT LANDSCAPING (165-27EX11Xb): I TREE PER 10
5PACE5
41 5PACE5 PROPOSED/ 10= 4 TREES REQUIRED
Total Provided
Proposed = 11
*ALL PLANTS SHALL CONFORM WITH 165-203.01 OF THE FREDERICK COUNTY
ZONING ORDINANCE AND ALL PLANT SUBSTITUTIONS MUST BE APPROVED IN
WRITING BY FREDERICiG COUNTY PLANNING DEPARTMENT
NOT
,THE PLACEMENT OF TREES 5HOUJN ON THE PLAN MAY CHANGE AT THE FINAL FUTURE 51TE
PLAN 5TAGE. THE OUJNER RESERVES THE RIGHT TO RELOCATE TREES TO MAKE THE 51TE
ASCETICALLY PLEASING.
,CONTRACTOR TO GET APPROVAL FROM OUJNER AND COUNTY IF ANY 5U155TITUTION5 ARE
MADE.
_
°
LANDSCAPE TABULATIONS
'- - • —'� - --------�
P
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®AAMR LAN, _ o {
S �® s5t� 1019 �� A/W.„
-- TAD1, 05
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RELOCATE EXISTING
P��G�EE
rel�
- psn
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THIS SHEET FOR LANDSCAPING ONLY
X
OTAN I C NAME
COMMON NAME
QUANT I T"'
& I Z
(D
AR
Acer rubrum "october glory"
October Glory Maple
11 (parking)
211 cal E345
L L
DIG HOLE 2X-3X ROOT BALL WIDTH
TREE PLANTING — VERTICAL r;TAKES
TREES <e CAL
SCALE NOT TO SCALE
UN OR TTE
HOSE
WITH 11E
STAKES
TO FIRM
SOIL
STAKES
) TO FIRM
SOIL
TAKES PARALLEL
S AND BUILDINGS
PRUNE DOMINANT LEADERS
PRUNE RUBBING OR
CROSSING BRANCHES
DO NOT STAKE OR WRAP
TRUNK UNLESS NECESSARY
REMOVE TAGS AND LABELS
CUT AWAY ALL BALLING ROPES
TOP OF BALL IS TO BE 2"
EXISTING GRADE
REMOVE TOP OF WIRE BASKET
- _ IIIIIII Illl Ililli .�,i. -
WIDEN AND SCORE
HOLE WALLS
REMOVE CONTAINER ANDl—
CUT CIRCLING ROOTS IF
CONTAINER -GROWN OR AS LEAVE SOLID SOIL PEDESTAL - DO NOT
MUCH BURLAP AS POSSIBLE DIG DEEPER THAN BALL DEPTH
2X-3X BALL DIA.
TREE PLANTING DETAIL
TREES <4' CAL
SCALE: NOT TO SCALE
DO NOT PRUNE TERMINAL
LEADER OR BRANCH TIPS
PRUNE NARROW CROTCH
ANGLES AND WATER SPROUTS
PRUNE BROKEN BRANCHES
J -- PRUNE SUCKERS
2"-3" MULCH KEPT
--" -- AWAY FROM TRUNK
SOIL WELL TO CONTAIN WATER
UNAMENDED BACKFILL SOIL
1 WATER TO SETTLE SOIL
AREA FOR WATER DRAINAGE
UJ
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DATE: July 6, 2011
SCALE: AS SHOWN
DESIGNED BY: JNT
FILE NO. 2241M
SHEET 5 OF 5
11-03