HomeMy WebLinkAbout15-20 Site PlanConstruction Notes: Virginia Department of Transportation ABBREVIATIONS
Staunton District ASSY. ASSEMBLY
1. All work and materials shall conform to the current standards of Frederick County, Virginia, the regulations of the Americans with FLOOR
Rev. January 19, 2013
Disabilities Act, where applicable, the Virginia Department of Transportation, and all applicable codes. B.F. BASEMENT O
FREDERICK COUNTY, VIRGINIA BC BOTTOM OF CURB
BML BUILDING MOUNTED LIGHT
2. Erosion and sediment control shall conform to the standards and specifications of the Commonwealth of Virginia, where applicable. VDOT General Notes CG-2/CG-3 VDOT CURB
V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and CG-6/CG-7 VDOT CURB & GUTTER
3. It sholl be the responsibility of the Contractor to notify "Miss Utility' at 811 at least five 5 working days, but not more than ten 10 Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations. and an other applicable state, federal or local regulations. In CIP CAST IN PLACE CONCRETE
P Y Y Y O 9 Y O 9 P 9 9 Y PP 9 CL CLASS
days prior to commencement of any land disturbing activity. case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. CMF CONCRETE MONUMENT FOUND
4. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational CPP CORRUGATED POLYETHYLENE PIPE
of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain Safety & Health (VOSH) Rules and Regulations. _ CMP CORRUGATED METAL PIPE
CMPA CORRUGATED METAL PIPE ARCH
dormant for longer than 14 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary. shall be in accordance with the current edition of VDOT's DI CLEAN OUT
Work Area Protection Manual. A trans ortotion management plan needs to be submitted for approval and land use permit issued prior to an execution DIA. DIAMETER
5. All existing utilities have been shown based upon the best available information. However, there may be existing utilities which are not . g PP p y ED DOWNSPOUT
shown and should di located. Therefore, it will be the responsibility ie the Contractor to verify the location of all existing utilities prior w of work within the VDOT right ib way. EOG EDGE OF PAVEMENT
construction. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the Engineer, the owner, V4 The developer shall be responsible for relocating. at his expense, any and all utilities, including traffic signal poles. junction boxes, controllers, etc., EOG EDGE OF GRAVEL
and the appropriate utility company. 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 EX. FASTING
4 IX. EXISTING
may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. F.F. FIRST FLOOR
6. All proposed utilities shall be installed underground. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any F.F.E. FINISHED FLOOR ELEVATION
additional expense incurred as a result of an field revision shall be the responsibility p
FOG
FIRE DEPARTMENT CONNECTION
7. It shall be the responsibility of the Contractor pr obtain all permits necessary for construction prior to the commencement of work. An P y p y of the developer.
approved set of construction documents shall be present on the site at all times. V6. If required by the local VDOT Land Development Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with Ga�S. GAUGE NE SIGN
the attendance of the contractor (s), various County agencies, utility companies and VDOT prior to initiation of work. VICINITY MAP GM GAS METER
8. Topographic and boundary information was derived from a field survey performed by Painter -Lewis, P.L.C. The field survey has been V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined length of time. VDOT requires t I \ \ f / / I \ i GV GAS VALVE or GATE VALVE
based on U.S.C. and G.S. datum and a contour interval of one (1) toot has been established for this project. Contact Painter -Lewis, P.LC. and shall receive 48 hours advance notice prior to any required or requested inspection. uy-LTJ' HCR HANDICAP RAMP
at 540-662-5792 to establish vertical control for project construction. HB HOSE BIB
V8. The contractor shall notify the Traffic Operations Center at 0540) 332-9500 for any traffic control pion that impacts a VDOT maintained interstate or iyi HP HIGH
POINT
9. No geotechnical report has been prepared for this project. Primary roadway to provide notification of the installation and removal of the work zone. INV
10. All radii designations indicate fore of curb, edge of pavement, or edge of stone pavement, where applicable. V9. The contractor shall be responsible for maintaining a CVDOT permitted temporary construction entrance(s) in accordance with Section 3.02 of the Virginia IPF IRON PIPE FOUND
Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. IPS IRON PIPE SET
---� ^ LP LOW POINT
11. The Contractor shall coordinate the relocation of and the connection to the existing utilities with the appropriate utility company, where V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. LT. LIGHT
applicable. Vii. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover andwhenpossible sholl be MLP METAL LIGHT POLE
12. The Contractor shall provide all AS BUILT documents and plans to the regulatory agency requiring such. installed under roadway drainage facilities of conflict points. MP METAL POST
V12. Any unusual subsurface conditions (e.g.. unsuitable soils, springs, sinkholes, voids. coves, etc.) encountered during the course of construction shall be MH MANHOLE
13. Stakeout Note: If requested b VDOT, the approximate location of proposed entrances from State -maintained road will be slaked. immediate) brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until on adequate design can be determined b the NDC NOSE DOWN CURB
q y p p y g 9' Y 9 Y N.T.S. NOT SCALE
engineer and approved by VDOT. OHE OVERHEAD ELECTRIC
14. A smoothing grade shall be maintained from the centerline of the existing road to the flow line, to preclude the forming of false gutters 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 OHT OVERHEAD TELEPHONE
and/or the ponding of any water on the roadway. testingis required, a VDOT representative shall be resent to insure the sample obtoined is representative of the location. When soil samples are IA PL PROPERTY LINE
q p p p p P i� pp POWER POLE
_:
o a project to be accepted b VDOT and PROPOSED
15. The approval of these plans shall in no way relieve the owner of complying with other applicable local, State and Federal requirements. submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging t p � p y PR.
All applicable state and federal permits shall be obtained prior to disturbances within and jurisdictional waters and wetlands. that testing shall be performed in accordance with all applicable VDOT standards and procedures.aue.es PVMT PAVEMENT
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 ��' RCP REINFORCED CONCRETE PIPE
R.D. ROOF DRAIN
maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street �'� e performed independent agency n a:REDUCER
ITARY
Erosion and Sediment ContML right-of-way. At the direction of VDOT, density tests sholl be by a qualified inddt nin with VDOT Road and Bridge
1. All Erosion and Sediment Control measures shall be installed prior to any land disturbing activities. All work shall be done in accordance
with the current edition of the of Commonwealth of Virginia Erosion and Sediment Control Handbook. Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. SEW. SEWER
. STANDARD
V15. VDOT Standard CD and UD under drains shall be installed where indicated on these plans and/or as specified by VDOT. T.B.D.
D. TOBE DEMOLISHED
2. All work shall be confined to the designated Limits of Construction. V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as storm sewer pipe and a - T.B.R. TO BE REMOVED
select number of pipe culverts. For pipe culverts, o minimum of one pipe installation for each size of each material type will be inspected or ten T.B.P. TO BE PRESERVED or PROTECTED
3. The Contractor shall be responsible for the installation and maintenance of all Erosion and Sediment Control measures. All Measures shall II TC TOP OF CURB
be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be percent of the total amount for each size and material type summarized. All pipe installations on the plans not identified as storm sewer pipe shall be TEL TELEPHONE
repaired or replaced be the end of that work day, considered as culvert pipe for inspection purposes. Additional testing may be required as directed by the Area Land Use Engineer or their representative. • TRB TELEPHONE RISER BOX
V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the NRB TELEVISION RISER BOX
4. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary responsibility of the developer. UG or NP. TYPICAL
Erosion Control devices shall be removed, as approved by the Local Inspection Authority. Al vegetative cover shall be checked regularly and �: ;rr UGE UNDERGROUND ELECTRIC
any damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. V18. Prior to VDOT
by acceptance of any streets, all required street signage and/orOn pavement markings shall vi installed by the developer or, at VDOT's zN[v°'` f UGG UNDERGROUND GAS
discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. i UG CAN UNDERGROUND CABLE T.V.
5. The Contractor shall provide adequate means of cleaning trucks and other construction equipment prior to entering the public R art o UGT UNDERGROUND TELEPHONE If V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start of construction. Copies of all invoices pLTH Op
necessary, a trash rack shall be used as part of the Construction Entrance to help in the control of potential mud generated as part of thefor materials utilized within any dedicated street right-of-way must be provided to the local VDOT Land Development Office prior to acceptance of the XFMR ELECTRIC TRANSFORMER
ment of this site. If it is determined that this is not sufficient, then h rack binstalled, needed. It is the en a wasracsae nsae, as neee. WL WATERLINE
development
P work. Unit and total prices may be obscured. SITE LOCATION MAP WM WATER METER
responsibility of the Contractor to maintain clean streets and to allay dust at all times. V20. Aggregate base and subbase materials shall be placed on subgrode by means of a mechanical spreader. Density will be determined using the density WPP WOOD POWER POLE K'
Pov'na and Concrete: control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform GENERAL NOTES. WTP WOOD TELEPHONE POLE JOHN C. LEWIS Y
1. The proposed public roads, main drive aisles, and parking areas shall receive the minimum pavement sections, as detailed on the plans. these tests. Certified copies of lest reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT5WN WV WATER VALVE
All points of connection with the existingpavement sections shall be graded as required to provide a smooth transition between the pavement M# N -00. RADIUS IN FEET �Iil 1 21 p 9 q P representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. �•00.00 PROPOSED SPOT ELEVATIONsections. TM 64-A-29 & TM 64-A-30 �V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined # # x(00.00) EXISTING SPOT ELEVATION (((///���1//
2. All concrete shall be VDOT classification A-3. All work shall be done in accordance with standard practices. using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of Wake and Manor Land Trust Painter -Lewis, PLC O
HATCHING INDICATES REVERSED PITCH .tE C1
10
test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present 300 Graig Drive 817 Cedar Creek Grade, Suite 120 IN THE GUTTER PAN: PITCH TO BE �SlONAL
Excavation and Gradin: during the construction and testing of the control strip. Stephens City, VA 22655 Winchester, Virginia 22601 1/2" PER FOOT. TRANSITION THE GUTTER
1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities. If conflicts exist, then the existing V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the Contact: Rex Wakeman Contact: John C. Lewis, P.E.,L.L.A. OVER A 10' LENGTH (TYP).
utilities shall be lowered or moved to promote the construction of the proposed development. Tel: 540-869-3644 Tel: 540-662-5792
excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and LIST OF DRAWINGS:
2. All deleterious materials, demolished debris, and cleared and grubbed materials shall be removed and properly disposed of off-site. VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Rood and Bridge Standard PB -1. Where soft, yielding, or otherwise
EXISTING PARCEL DTA:
unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved SHEET 1/15: COVER SHEET
3. All topsoil or vegetative cover shall be excavated to its full depth and stockpiled on-site, if applicable, in the areas as directed by the by VDOT. TM#64-A-29: Zoned 62, Business General, 4.86 acres SHEET 2/15: PROFFER STATEMENT
Owner's representative for future finish grading. V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final TM#64-A-30: Zoned 82, Business General, 2.22 acres PHASING PLAN
4. All borrow fill material, if necessary, shall be obtained by the Contractor and approved by a Certified Geo -Technical Engineer. All fill approval of the guardrail layout to be given by VDOT after grading is mostly complete. Existing Use: Vacant SHEET 3/15: EXISTING CONDITIONS
material shall be placed in lifts of 8" or less and shall be compacted to 95% of ASTM D-698 Maximum Dry Density, or as directed by the V24. Approval of these plans shall expire three (3) years from the date of the approval letter. Proposed Parcel 1: 0.653 acres PHASE 1 E&S PLAN
Geo -Technical Engineer. V25. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. Proposed Parcel 2: 5.896 acres
V26. The foundations for all box culverts shall be investigated b means of exploratory borings advanced below proposed foundation elevation to determine Right of Way: 0.531 acres SHEET 4/15: EROSION AND SEDIMENT CONTROL NOTES
5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the Owner. 9 Y i rY 9 P P g y' SOILS MAP
the type and condition of the foundation. The contractor shall submit copies of borehole Togs and report findings of foundation exploration to the Proposed Use: Self Storage/outdoor storage WATER QUALITY NARRATIVE
6. All landscaped islands, slopes, and lawn areas shall receive a minimum of 4" topsoil obtained off-site or from the topsoil stockpile on engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VOOT Road and Bridge Standard PB -1. Contrary to the Proposed Buildings: 9 one story building
site. The topsoil shall be graded and raked, prior to application of permanent vegetative cover. Standard, where rock is encountered and cast -in-place box is proposed, the thickness of bedding shall six (6) inches. Where soft, yielding, Building 1 will have 54 units. Building 2 will have 56 units. The number of
otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineerr SHEET 5/15: PHASE 2 E&S PLAN
and Units in the remaining buildings i5 t0 be determined. EROSION AND SEDIMENT CONTROL DETAILS
7. All disturbed lawn areas shall be stabilized b the establishment of permanent turf grass installed in accordance with generally accepted SHEET 6/15: SITE LAYOUT PLAN
practices.
y g 9 y P approved by VDOT. Building Restriction Lines:
Front Yard Primary Street Setback: Required- 50' Provided -250' SHEET 7/15: GRADING PLAN
8. Fill slopes steeper than 3:1 will require a slope stability analysis and maintenance plan. Front Yard Minor Street Setback: Required -35' Provided -36' SHEET 8/15: WATERLINE PROFILE
Rear Yard Setback: Required -0' SHEET 9/15: FREDERICK WATER GENERAL NOTES AND DETAILS
Side Yard Setback: Required -0' SHEET 10/15: STORM SEWER PROFILES
Maximum Building Height: Allowed- 35' Provided -12' SHEET 11/15: STORM SEWER HYDRAULIC CALCULATIONS
Sign Setback: Required -10' Provided -10'+ SHEET 12/15: SITE ENTRANCE PROFILE
FAR: 55,500 sf/256,830 sf=0.216 CONSTRUCTION DETAILS
SHEET 13/15: LANDSCAPE PLAN
Buffers and Screening: B2 against MH1=B type buffer req'd SHEET 14/15: LIFE SAFETY PLAN
82 against RA(Resid.)=B type buffer req'd SIGNS AND STRIPING PLAN
B2 against RA(vocant)=no buffer required SHEET 15/15: STORMWATER MANAGEMENT -QUANTITY
Parking Requirements:
Parking Restriction Lines:
Street Setback: Required -10' Provided- 12'
Yard Setback: Required -5' Provided- 26'
Parking Spaces Required: 3 for the office
1 per employee
1/40,000 SF loading
Office: 3 spaces required
Employees: 1 employee = 1 spaces required
Parking Spaces Provided: 4 including 1 ADA space
TRAFFIC IMPACT: ZONING NOTES: Loading Spaces Required: 55,500/40,000 = 1 space required SITE PLAN SP#15-20
UTILITY AND REGULATORY CONTACTS: Loading Spaces Provided: 1
Frederick County Road Classification for Route 522, Front Roal Pike: Minor Arterial Road 1. Signs will Conform to Section 165.201.06 of the Frederick County Zoning
Ordinance and will required a separate permit. Building and Impervious Area Coverage: CROSSROADS COMMERCE CENTER
2018 Existing Traffic Data -Route 522 WATER AND SEWER SERVICE NATURAL GAS
AADT=I6,ODa trips Frederick Water Washington Gas Parcel Greenspace Required: 15% or 3e,524 6q. ft. SELF STORAGE
315 Tasker Road 350 Hillandale Lane 2. The maximum height for the monument sign is 12'. The maximum size Parcel Greenspace Provided: 38.8% or 99,692 sq. ft.
Data Source: ITE Manual, Ninth Edition Stephens City, VA 22655 Winchester, VA 22602 for the monument sign is 50 square feet. Proposed Impervious Areas: Roof= 55,500 sq. ft.
Trips based on Grass Square Feet: 540-868-7923 SHAWNEE MAGISTERIAL DISTRICT
Land Use 151: Mini540-868-1061 Parking Areas= 101.638 $a. ft.
Total Ira ervious Area= 157,138 s
Gross square Feet=56,050 3. The self storage facility will be in conformance with Frederick County P q.
ft. -61.2%
BUILDING INSPECTIONS ELECTRIC SERVICE Zoning Ordinance ,s5-204.18. FREDERICK COUNTY, VIRGINIA
Weekday: 56.05x2.5=140 trips (50% entering, 50% exiting) Frederick County Inspections Department Shenandoah Valley Electric Trash Removal: The owner will contract with a licensed, private trash hauler fo
AM Peak Hour: 56.05x0.28=16 trips (48% entering, 52% exiting) 107 North Kent Street - Cooperative the regular removal of trash.
PM Peak Hour: 56.05x0.29=16 trips (53% entering. 47% exiting) Winchester, VA 22601 3463 Valley Pike
Saturday: 56.05x2.33=130 trips (50% entering, 509 exiting) 540-665-5650 Winchester, VA 22602 Lighting: All lighting will conform to the requirements of the Frederick County
EROSION AND SEDIMENT CONTROL 540-450-0111 Zoning Ordinance Section- 165-201.07. Building mounted lights only are ZONING ADMINISTRATOR DATE
Frederick County Department of Public Works TELEPHONE SERVICE proposed. FREDERICK COUNTY, VIRGINIA
107 North Kent Street Verizon
Winchester, VA 22601 404 Hillandale Lane RESPONSIBLE LAND DISTURBER Environmental Features: SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL
540-665-5643 Winchester, VA 22602 Wetlands - No wetlands have been identified on the site.
PUBLIC ROAD IMPROVEMENTS 540-665-3156 NAME: Flood plains - FIRM Map No. FIRM 510069CO218D shows that the parcel is
within Zone X. This zone is characterized by areas outside the 0.2% annual
Frederick Water Information Virginia Department of Transportation PAINTER-LEWIS, P.L.C.
2275 Northwestern Pike CERTIFICATION #: chance floodplain.
WATER AND SEWER DEMAND CALCULATIONS Winchester, VA 22603 817 Cedar Creek Grade, Suite 120
540-535-1818 THE RESPONSIBLE LAND DISTURBER Ig
DATE: Storm Water Management:
Daily Employees: 1 persons Water quantity impacts have will be offset by the installation of stormwater
Average Demand per person: 30 gpd management facilities on the site. The stormwater management facilities were Telephone (540) 662-5792
PARTY RESPONSIBLE FOR CONSTRUCTION
THE
& Winchester, Virginia 22601
designed Subdivision Design Plan #19-07 prior to the implementation of water Facsimile (540) 662-5793
Total Demand: 30 gpd MAINTENANCE OF ALL THE LAND DISTURBING quality requirements. Email: office®palnterlewls.com
ACTIVITIES AS SET FORTH IN THESE PLANS. JOB NO.: 1711030 SHEET:
CON
Previous Approval Numbers: REZ #10-05, MDP #09-06, Subdivision Design ENGINEERS March 25, 2020 /4
Plan #19-07 Latest Revision Date: June 12, 2020
Action
AMENDMENT
PLANNING COMMISSION: July 6, 2005 - Recommended Approval
BOARD OF SUPERVISORS: August 1.0, 2005 U APPROVED ❑ DENIED
AN ORDINANCE AMENDING
THE ZONING DISTRICT MAP
REZONING 410-05 OF WAKELAND PROPERTIES
WHEREAS, Rezoning 910-05 of Wakeland Properties, was submitted to rezone 7.26 acres from RA
(Rural Areas) District to B2 (General Business) District for commercial use. These properties are located
east and adjacent to Front Royal Pike (Route 522), approximately 350 feet south of the Papermill Road
intersection, in the Shawnee Magisterial District, and are identified by Property Identification Numbers
(PINS) 64-A-29 and 64-A-30.
WHEREAS, the Planning Commission held a public hearing on this rezoning on July 6, 2005; and
WHEREAS, the Board of Supervisors held a public hearing on this rezoning on August 10, 2005; and
WHEREAS, the Frederick County Board of Supervisors finds the approval of this rezoning to be in
the best interest of the public health, safety, welfare, and in conformance with the Comprehensive
Policy Plan;
NOW, THEREFORE, BE IT ORDAINED by the Frederick County Board of Supervisors that
Chapter 165 of the Frederick County Code, Zoning, is amended to revise the Zoning District Map to
change 726 acres from RA (Rural Areas) District to B2 (General Business) District, as described by the
application and plat submitted, subject to the attached conditions voluntarily proffered inwriting by the
applicant and the property owner. `
PDR<, 132-05
Patton, Harris, Rust & Associates, pe
117 E. Picodily Sl. Winchester, Virginia 22601
OFFICE (540) 667-2139 FAX: (540) 665-0493
ro
Proffer Statement
Wakeland Properties Proffer Statement Wakeland Properties Proffer Statement WakelandProperues
PROPOSED PROFFER STATEMENT 2. Site Development
REZONING: RZ. # 10.05 2.1 Site entrances shall be limited to one (1) as shown on the Generalized Dcvclopmem Respectfully submitted,
Rural Areas (RA) to Business General (82) Plan (GDP), the exact design and location of which shall be determined upon final
engineering thereof pursuant to the specifications and approval of the Virginia WAKE MANOR TRUST
PROPERTY: 716 ones */-S Department of Transportation (VDO'1). (See 1 on GDP)
Tax Map Pareek 64-A-29 & 30 (the "Propert}r) BY h
2.2 A 20' landscaped corridor buffer shall be provided along die Front Royal Pike \ 0
RECORD OWNER Wakeland Manor Land Trust (Route 522) frontage of the site, which will include mixed ornamental plantings Date:
consistent with good sight line characteristics for highway entrances. Said buffer
APPLICANT; Wakeland Manor Land Trust shall be installed prior to issuance of the first certificate of occupancy for the site,
and shall be provided in addition to the buffering and/or landscaping regturements STATE OF VIRGINIA, AT LARGE
PROJECT NAME: Wakeland Properties - Front Royal Pike of the Frederik County Zoning Ordnance otherwise applicable to the are. One (1) FREDERICK COUNTY, To -wit:
freestanding sign shall be permitted within the buffer area at the project cnttance. th
ORIGINAL DATE No other structures or impervious surfaces shall be permitted within the condornsnm
The foregoing ivent was acknowledged before me this J CtdayoQL"-- -, tN
OF PROFFERS: June 10, 2005 buffer, except those required for utifiries and site access. (See 2 on GDP) 2005, by rdv W a ftlq Q
O
REVISLONDATE(S): N/A 3, Transportation My
The undersigned hereby proffers that the use and development of the subject property Public fission expires %�(�� {'t ,\, 7iOf GGA
("Properry"), as described above, shall be in strict conformance with rhe following conditions, which l.1 The Applicant shall place the amount of $land F in an escrow (Route[ for Notary public C��C1 r� 't 1,1_aJ_Nnt7A
shall supersede all other proffers that mayhave been made prior hereto. In the event that the above and/or
izat err of the intersection andcst of luster Drive and Front Royal Pike (Route 522)
referenced B2 conditional rezoning is not granted as applied for by the applicant ("Applicant") andllor future design and cosi( (6)on of re -aligned rezoPapning
pp Road. Such funds
these proffers shall be deemed withdrawn and shall be null and void. Further, these proffers are shall ed escrowed within six ( a months of rezoning approval, and shall be
contingent upon final rezoning of the Property with "final rezoning" defined m that rezoning which released to the County within 90 days of a written request bythe County.
is in effect on the day following the last day upon which the Frederick County Board of County 3,2 The Applicant shall install tum lane improvements on Front Royal Pike (Route 522) '
Supervisors (the "Board") decision granting the rezoning may be contested in the appropriate court, to ensure safe and efficient site access. The exact location and design of such
If the Board's decision is contested, and the Applicant elects not to submit development plans until improvements shall be determined upon final engineering thereof, and shall be in ~
such contest is resolved, the term rezoning shall include the day following entry of a final cote accordance with Virginia Departrnem of Transportation (VDOT) specifications. This ordinance shall be in effect on the date of adoption. Z
order affirming the decision of The Board which has not been appealed, or,. if appealed, the day M Z
following which the decision has been affirmed on appeal. 3.3 The Applicant shall identify and reserve locations for mter-parcel pedestrian and Passed this I Oth day of August, 2005 by the following recorded vote: � Q
vehicular access during the master development plan (MDP) and/or site ltl J
The beadings of the proffers set forth below have been prepared for convenience or development plan (SDP) process. Q a
reference only and shall not control or affect the meaning or be taken as an interpretation of arty Richard C. Shickle, Chairman Aye Barbara E. Van Osten Aye
provision of the proffers. The term "Applicant" as referenced herein shall include within its 4. Monetary Coatdbudon to Offset I matt of Dev lopment N
meaning all future owners and successors m interest. When used in these proffers, the "Generalized Z
Development Plan," shall refer to the pian entitled "Generalized Development Plan, Wakeland 4,1 The Applicant shall contribute the amount of two thousand dollars ($2,000.00) to Gina A. Forrester NaY Gary Dove Aye LLI� N
Propenes" dated June 10, 2005 (the "GDP"), and shall include the following: Frederick Countyfor fire and rescue purposes. Said contribution shall be made at LL- Q
LL -
the time of issuance of the fust commercial building permit for the sice. Lynda J. Tyler Aye Bill M. Ewing Aye LL -
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LL _
L nd U e�-
1.1 The development of the site with B2lan
d uses shall not exceed 80,000 square feet of 4.2 The Applicant shall contribute the amount of of two thousand dollars ($2,000.00) to Gene Fisher AYe CE
gross floor area, excluding the floor area of mini-warehouse/self-storage facilities, Frederick County for Sheriff's Office purposes. Said contribution shall be made at CL
which shall be permitted on the site without restriction to floor area except as the time of issuance of the first commercial building permit for the site.
otherwise governed by the Frederick County Zoning Ordinance.
A COPT' ATTEST
SIGNATURES APPEAR ON TAE FOLLOWING PAGES
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J C. LEWIS 9
Ic. No. 021621
-moi-
OA
SSIONAL 8�
tO --�
SURVEY: C.I.:
60 0 60 180
P -L NA
p (IU DRAWN BY: JOB NO.
C 11 iP-L 1711030
SCOle Irl Feet SCALE: DATE:
I�
PHASING P LAN
AS SHOWN 3/25/20
11 SHEET:
2/15
t�
4�
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GENERALIZED DEVELOPMENT PLAN
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4
FREREhYCK GOUNn; 49/7C/N[4
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Patton, Harris, Rust & Associates, pe
117 E. Picodily Sl. Winchester, Virginia 22601
OFFICE (540) 667-2139 FAX: (540) 665-0493
ro
Proffer Statement
Wakeland Properties Proffer Statement Wakeland Properties Proffer Statement WakelandProperues
PROPOSED PROFFER STATEMENT 2. Site Development
REZONING: RZ. # 10.05 2.1 Site entrances shall be limited to one (1) as shown on the Generalized Dcvclopmem Respectfully submitted,
Rural Areas (RA) to Business General (82) Plan (GDP), the exact design and location of which shall be determined upon final
engineering thereof pursuant to the specifications and approval of the Virginia WAKE MANOR TRUST
PROPERTY: 716 ones */-S Department of Transportation (VDO'1). (See 1 on GDP)
Tax Map Pareek 64-A-29 & 30 (the "Propert}r) BY h
2.2 A 20' landscaped corridor buffer shall be provided along die Front Royal Pike \ 0
RECORD OWNER Wakeland Manor Land Trust (Route 522) frontage of the site, which will include mixed ornamental plantings Date:
consistent with good sight line characteristics for highway entrances. Said buffer
APPLICANT; Wakeland Manor Land Trust shall be installed prior to issuance of the first certificate of occupancy for the site,
and shall be provided in addition to the buffering and/or landscaping regturements STATE OF VIRGINIA, AT LARGE
PROJECT NAME: Wakeland Properties - Front Royal Pike of the Frederik County Zoning Ordnance otherwise applicable to the are. One (1) FREDERICK COUNTY, To -wit:
freestanding sign shall be permitted within the buffer area at the project cnttance. th
ORIGINAL DATE No other structures or impervious surfaces shall be permitted within the condornsnm
The foregoing ivent was acknowledged before me this J CtdayoQL"-- -, tN
OF PROFFERS: June 10, 2005 buffer, except those required for utifiries and site access. (See 2 on GDP) 2005, by rdv W a ftlq Q
O
REVISLONDATE(S): N/A 3, Transportation My
The undersigned hereby proffers that the use and development of the subject property Public fission expires %�(�� {'t ,\, 7iOf GGA
("Properry"), as described above, shall be in strict conformance with rhe following conditions, which l.1 The Applicant shall place the amount of $land F in an escrow (Route[ for Notary public C��C1 r� 't 1,1_aJ_Nnt7A
shall supersede all other proffers that mayhave been made prior hereto. In the event that the above and/or
izat err of the intersection andcst of luster Drive and Front Royal Pike (Route 522)
referenced B2 conditional rezoning is not granted as applied for by the applicant ("Applicant") andllor future design and cosi( (6)on of re -aligned rezoPapning
pp Road. Such funds
these proffers shall be deemed withdrawn and shall be null and void. Further, these proffers are shall ed escrowed within six ( a months of rezoning approval, and shall be
contingent upon final rezoning of the Property with "final rezoning" defined m that rezoning which released to the County within 90 days of a written request bythe County.
is in effect on the day following the last day upon which the Frederick County Board of County 3,2 The Applicant shall install tum lane improvements on Front Royal Pike (Route 522) '
Supervisors (the "Board") decision granting the rezoning may be contested in the appropriate court, to ensure safe and efficient site access. The exact location and design of such
If the Board's decision is contested, and the Applicant elects not to submit development plans until improvements shall be determined upon final engineering thereof, and shall be in ~
such contest is resolved, the term rezoning shall include the day following entry of a final cote accordance with Virginia Departrnem of Transportation (VDOT) specifications. This ordinance shall be in effect on the date of adoption. Z
order affirming the decision of The Board which has not been appealed, or,. if appealed, the day M Z
following which the decision has been affirmed on appeal. 3.3 The Applicant shall identify and reserve locations for mter-parcel pedestrian and Passed this I Oth day of August, 2005 by the following recorded vote: � Q
vehicular access during the master development plan (MDP) and/or site ltl J
The beadings of the proffers set forth below have been prepared for convenience or development plan (SDP) process. Q a
reference only and shall not control or affect the meaning or be taken as an interpretation of arty Richard C. Shickle, Chairman Aye Barbara E. Van Osten Aye
provision of the proffers. The term "Applicant" as referenced herein shall include within its 4. Monetary Coatdbudon to Offset I matt of Dev lopment N
meaning all future owners and successors m interest. When used in these proffers, the "Generalized Z
Development Plan," shall refer to the pian entitled "Generalized Development Plan, Wakeland 4,1 The Applicant shall contribute the amount of two thousand dollars ($2,000.00) to Gina A. Forrester NaY Gary Dove Aye LLI� N
Propenes" dated June 10, 2005 (the "GDP"), and shall include the following: Frederick Countyfor fire and rescue purposes. Said contribution shall be made at LL- Q
LL -
the time of issuance of the fust commercial building permit for the sice. Lynda J. Tyler Aye Bill M. Ewing Aye LL -
L
LL _
L nd U e�-
1.1 The development of the site with B2lan
d uses shall not exceed 80,000 square feet of 4.2 The Applicant shall contribute the amount of of two thousand dollars ($2,000.00) to Gene Fisher AYe CE
gross floor area, excluding the floor area of mini-warehouse/self-storage facilities, Frederick County for Sheriff's Office purposes. Said contribution shall be made at CL
which shall be permitted on the site without restriction to floor area except as the time of issuance of the first commercial building permit for the site.
otherwise governed by the Frederick County Zoning Ordinance.
A COPT' ATTEST
SIGNATURES APPEAR ON TAE FOLLOWING PAGES
John 4. pay, Jr. W
Fredenek County Administrator 1-- V
Z Q
remiss v.,22d] rvlmns LL1 (r Z'n
Pagel of?
QQ `\J
LII J
•Q
M O W Z
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W W
Z
LLI
O 200
CE (f)
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W NO W =
— —------- LU ss
1r— L-4 I , / a s a
I --- I BUILDING 6 / `<`
BUILDING 9 1
i / t�j o m o
PHASE 3 /
OUTDOOR W o •o
----- PHASEI - '� H W Z w
I i STORPGE/PHASE 4 m BUILDING - 7 3
\ L
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...... BUILDING 4 � c9
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PHASE 2 D w
BUILDING 2 • 0
Z
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r
BUILDING 1 �NLTH
; ' 0}+
J C. LEWIS 9
Ic. No. 021621
-moi-
OA
SSIONAL 8�
tO --�
SURVEY: C.I.:
60 0 60 180
P -L NA
p (IU DRAWN BY: JOB NO.
C 11 iP-L 1711030
SCOle Irl Feet SCALE: DATE:
I�
PHASING P LAN
AS SHOWN 3/25/20
11 SHEET:
2/15
o
GENERALIZED DEVELOPMENT PLAN
O
O
4
FREREhYCK GOUNn; 49/7C/N[4
Patton, Harris, Rust & Associates, pe
117 E. Picodily Sl. Winchester, Virginia 22601
OFFICE (540) 667-2139 FAX: (540) 665-0493
ro
Proffer Statement
Wakeland Properties Proffer Statement Wakeland Properties Proffer Statement WakelandProperues
PROPOSED PROFFER STATEMENT 2. Site Development
REZONING: RZ. # 10.05 2.1 Site entrances shall be limited to one (1) as shown on the Generalized Dcvclopmem Respectfully submitted,
Rural Areas (RA) to Business General (82) Plan (GDP), the exact design and location of which shall be determined upon final
engineering thereof pursuant to the specifications and approval of the Virginia WAKE MANOR TRUST
PROPERTY: 716 ones */-S Department of Transportation (VDO'1). (See 1 on GDP)
Tax Map Pareek 64-A-29 & 30 (the "Propert}r) BY h
2.2 A 20' landscaped corridor buffer shall be provided along die Front Royal Pike \ 0
RECORD OWNER Wakeland Manor Land Trust (Route 522) frontage of the site, which will include mixed ornamental plantings Date:
consistent with good sight line characteristics for highway entrances. Said buffer
APPLICANT; Wakeland Manor Land Trust shall be installed prior to issuance of the first certificate of occupancy for the site,
and shall be provided in addition to the buffering and/or landscaping regturements STATE OF VIRGINIA, AT LARGE
PROJECT NAME: Wakeland Properties - Front Royal Pike of the Frederik County Zoning Ordnance otherwise applicable to the are. One (1) FREDERICK COUNTY, To -wit:
freestanding sign shall be permitted within the buffer area at the project cnttance. th
ORIGINAL DATE No other structures or impervious surfaces shall be permitted within the condornsnm
The foregoing ivent was acknowledged before me this J CtdayoQL"-- -, tN
OF PROFFERS: June 10, 2005 buffer, except those required for utifiries and site access. (See 2 on GDP) 2005, by rdv W a ftlq Q
O
REVISLONDATE(S): N/A 3, Transportation My
The undersigned hereby proffers that the use and development of the subject property Public fission expires %�(�� {'t ,\, 7iOf GGA
("Properry"), as described above, shall be in strict conformance with rhe following conditions, which l.1 The Applicant shall place the amount of $land F in an escrow (Route[ for Notary public C��C1 r� 't 1,1_aJ_Nnt7A
shall supersede all other proffers that mayhave been made prior hereto. In the event that the above and/or
izat err of the intersection andcst of luster Drive and Front Royal Pike (Route 522)
referenced B2 conditional rezoning is not granted as applied for by the applicant ("Applicant") andllor future design and cosi( (6)on of re -aligned rezoPapning
pp Road. Such funds
these proffers shall be deemed withdrawn and shall be null and void. Further, these proffers are shall ed escrowed within six ( a months of rezoning approval, and shall be
contingent upon final rezoning of the Property with "final rezoning" defined m that rezoning which released to the County within 90 days of a written request bythe County.
is in effect on the day following the last day upon which the Frederick County Board of County 3,2 The Applicant shall install tum lane improvements on Front Royal Pike (Route 522) '
Supervisors (the "Board") decision granting the rezoning may be contested in the appropriate court, to ensure safe and efficient site access. The exact location and design of such
If the Board's decision is contested, and the Applicant elects not to submit development plans until improvements shall be determined upon final engineering thereof, and shall be in ~
such contest is resolved, the term rezoning shall include the day following entry of a final cote accordance with Virginia Departrnem of Transportation (VDOT) specifications. This ordinance shall be in effect on the date of adoption. Z
order affirming the decision of The Board which has not been appealed, or,. if appealed, the day M Z
following which the decision has been affirmed on appeal. 3.3 The Applicant shall identify and reserve locations for mter-parcel pedestrian and Passed this I Oth day of August, 2005 by the following recorded vote: � Q
vehicular access during the master development plan (MDP) and/or site ltl J
The beadings of the proffers set forth below have been prepared for convenience or development plan (SDP) process. Q a
reference only and shall not control or affect the meaning or be taken as an interpretation of arty Richard C. Shickle, Chairman Aye Barbara E. Van Osten Aye
provision of the proffers. The term "Applicant" as referenced herein shall include within its 4. Monetary Coatdbudon to Offset I matt of Dev lopment N
meaning all future owners and successors m interest. When used in these proffers, the "Generalized Z
Development Plan," shall refer to the pian entitled "Generalized Development Plan, Wakeland 4,1 The Applicant shall contribute the amount of two thousand dollars ($2,000.00) to Gina A. Forrester NaY Gary Dove Aye LLI� N
Propenes" dated June 10, 2005 (the "GDP"), and shall include the following: Frederick Countyfor fire and rescue purposes. Said contribution shall be made at LL- Q
LL -
the time of issuance of the fust commercial building permit for the sice. Lynda J. Tyler Aye Bill M. Ewing Aye LL -
L
LL _
L nd U e�-
1.1 The development of the site with B2lan
d uses shall not exceed 80,000 square feet of 4.2 The Applicant shall contribute the amount of of two thousand dollars ($2,000.00) to Gene Fisher AYe CE
gross floor area, excluding the floor area of mini-warehouse/self-storage facilities, Frederick County for Sheriff's Office purposes. Said contribution shall be made at CL
which shall be permitted on the site without restriction to floor area except as the time of issuance of the first commercial building permit for the site.
otherwise governed by the Frederick County Zoning Ordinance.
A COPT' ATTEST
SIGNATURES APPEAR ON TAE FOLLOWING PAGES
John 4. pay, Jr. W
Fredenek County Administrator 1-- V
Z Q
remiss v.,22d] rvlmns LL1 (r Z'n
Pagel of?
QQ `\J
LII J
•Q
M O W Z
OV)NO
ULLQU
V) LL
a En
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W W
Z
LLI
O 200
CE (f)
U
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N
,y M7J50• L p/1.B! w 0 m On E
Oo
W NO W =
— —------- LU ss
1r— L-4 I , / a s a
I --- I BUILDING 6 / `<`
BUILDING 9 1
i / t�j o m o
PHASE 3 /
OUTDOOR W o •o
----- PHASEI - '� H W Z w
I i STORPGE/PHASE 4 m BUILDING - 7 3
\ L
in' it
II n --
n 11
...... BUILDING 4 � c9
r Z N
II 11 t/ J w
PHASE 2 D w
BUILDING 2 • 0
Z
IO Z
� Uw
— PHASE BUILDING 3 r
r
BUILDING 1 �NLTH
; ' 0}+
J C. LEWIS 9
Ic. No. 021621
-moi-
OA
SSIONAL 8�
tO --�
SURVEY: C.I.:
60 0 60 180
P -L NA
p (IU DRAWN BY: JOB NO.
C 11 iP-L 1711030
SCOle Irl Feet SCALE: DATE:
I�
PHASING P LAN
AS SHOWN 3/25/20
11 SHEET:
2/15
Ex
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Tap= 731.61'
INSPECTORS SPECIHCARONS.
6' PVC QHI 72
6' PVC uf= ]25.225.2
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40 0 40 120
Scale in Feet
AREA TO SEDIMENT BASIN=4.5 ACRES
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EASEMENT TO BE AP PORED AQ/OR
fK Spnibry MN REMOVED PER FREDERICK WATER
Tap= 731.61'
INSPECTORS SPECIHCARONS.
6' PVC QHI 72
6' PVC uf= ]25.225.2
8'
V / x \ � I 25 d Vtd3x Poet) Ce
40 0 40 120
Scale in Feet
AREA TO SEDIMENT BASIN=4.5 ACRES
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INSPECTORS SPECIHCARONS.
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40 0 40 120
Scale in Feet
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3.02
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SCALE:
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SURVEY:
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JOB N0.
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1711030
SCALE:
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AS SHOWN
3/25/20
SHEET:
3/15
reject Description 9VAC25-840-40. MINIMUM STANDARDS 1 -19 -
his project is located on Route 522 just south of its intersection with Papermill Road. The owner proposes to construct a self storage facility A VESCP must be consistent with the following criteria, techniques and methods:
long with associated site improvements. Proposed improvements are planned to begin during the summer of 2020. While the storage facilities
ill be constructed in phases, the entire site will be graded and stabilized during the first phase. 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on
any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final
Kisting Site Conditions grade but will remain dormant for longer than 140 days. Permanent stabilization shall be applied to areas that are to be left
he project site will be located on a 5.9 acre parcel which will be consolidated from two existing parcels in Frederick County, Virginia. dormant for more than one year.
Cold Plain 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping
he parcel contains no floodplain, measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as
well as borrow areas and soil intentionally transported from the project site.
oils
he USGS Soils map shows the predominant soil types on the site is 1B, Berks channery silt loam, 96 Clearbrook channery silt loam, and 3. A permanent vegetative cover shall be established on denuded areos not otherwise permanently stabilized. Permanent
1C Weikert-Berks channery silt loam. These soils are generally fairly shallow (22"-43"), weathered from shale and sandstone, and generally vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will
ell_Arn;nnA inhibit erosion.
Adjacent Areas
4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be
The adjacent property to the west is the Route 522 road right of way. The adjacent property to the north is vacant. The adjacent property
constructed as a first step in any land -disturbing activity and shall be made functional before upsloper land disturbance takes
to the south and east is zoned for residential use.
place.
Off-site Areas
5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation.
There will be no off-site disturbance except as allowed by temporary construction easements.
41C
Weik - erks channery siltlooms 8 to 15 Percent slopes.
6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by
Critical Areas
the trap or basin.
No critical areas where slopes are greater than 3:1 are present on site.
PARCEL 0.65
0.00
a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall
The disturbed area is approximately 6.2 acres, including the areas of improvement in the
pp y g p public rights of way and off-site.
only control drainage areas less than three acres.
2.29
b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres
PHASE 1 EROSION AND SEDIMENT CONTROL MEASURES
shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per
3.02 A 12'w by 701 temporary stone construction entrance will be constructed and shall be maintained in a condition which will
acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a
prevent
tracking or flow of mud onto the public rights-of-way. This may require periodic top dressing with additional stone or the washing and
25 -year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition
reworking of existing stone as conditions demand and repair and/or cleanout of any structures used to trap sediment. All materials spilled,
or those conditions expected to exist while the sediment basin is utilized.
dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to
7. Cut and fill slopes shall be designed and in that
remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances.
constructed a manner will minimize erosion. Slopes that are found to be
3
eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the
3.05 Silt fence will be installed in selected locations downstream from the construction areas as o first measure of construction. Silt fence
problem is corrected.
will be installed around the downstream side of any topsoil stockpiles. Silt fences shall be inspected after each rainfall and at least daily
8, Concentrated runoff shall not flow down cut or fill slopes
during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be
unless contained within an adequate temporary or permanent
replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half
channel, flume or slope drain structure.
the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed
to conform with
9. Whenever
the existing grade and stabilized.
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
3.14 A temporary sediment basin will constructed p ry be con t acted on the site to control sediment generated from the earthwork operation. The basin berms will be
enter the conveyance system without first being filtered or otherwise treated to remove sediment.
constructed with on-site materials and will be seeded with the permanent seeding mix immediately after installation. This facility will be inspected after each
10. All
rain storm and repairs made as necessary. This basin will be converted to a stormwater detention facility after site stabilization.
storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot
o-
enter the conveyance system without first being filtered or otherwise treated to remove sediment.
3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile and all areas which will not
11, Before newly constructed
be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily
stormwater conveyance channels or pipes are made operational, adequate outlet protection and any
seeded and mulched. All temporary be in the
required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel.
seeding areas will mulched accordance with schedule included herein.
U
C)
Temporary Seeding
12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment
SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%)
transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for
Sept 1 - Feb 15:
the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover
materials.
Annual Ryegrass 50 Ib/ac 98 85
Winter Rye 50 Ib/ac 98 85
13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary
May 1 - Aug 31:
vehicular stream crossing constructed of nonerodible material shall be provided.
German Millet 50 Ib/ac 98 85
or
14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met.
Feb 16 - Apr 30:
Annual ryegrass 75 Ib/ac 98 85
15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed.
Mulch: 1. ton/ac small grain straw
Fertilizer: 1
1000 Ib/ac 10-10-70
16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria:
9 Y
PHASE 2 EROSION ANDS AC
SEDIMENT CONTROL MEASURES
a. No more than 500 linear a feet of trench may be opened at one time.
Y P
3.05 Silt fence will be installed in selected locations downstream from the construction areas as a first measure of construction. Silt fence
b. Excavated material shall be placed on the uphill side of trenches.
will be installed around the downstream side of any topsoil stockpiles. Silt fences shall be inspected after each rainfall and at least daily
d
t from rom ewaterin o
c. 9 operations shall be filtered or passed through an approved sediment trapping device, or both, and
during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be
discharged in a manner that does not adversely affect flowing streams or off-site property.
replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half
d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization.
the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with
IS. Restabilization shall be accomplished in accordance with these regulations.
the existing grade and stabilized.
f. Applicable safety regulations shall be complied with.
3.07 Inlet protection will be constructed at all inlets immediately offer installation. Inlets shall be inspected after each rainfall and at least
Where construction
17. n traction vehicle access routes intersect paved or public roads, provisions shell be made to minimize the transport
daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged or otherwise ineffective devices shall be replaced.
of seY e hi
t by v calor tracking onto the paved surface. Where sediment is transported onto o paved or public rood surface,
Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height
surface shall
the roadbe cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling
of the barrier,
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.
3.18 Outlet protection in the form of rip rap will be applied at culvert outlets in accordance with the details. Rip rap will be permanent.
18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after
3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly
the temporary measures are no longer needed, unless otherwise authorized by the VESCP. Trapped sediment and the disturbed
spread and rolled to a minimum depth of 4". Topsoil sholl not be while in a frozen or wet condition.
soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and
placed
sedimentation.
3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for
construction is Summer 2020 through spring 2021.
19. Properties and waterways downstream from development sites shall be protected from sediment de osition, erosion n
damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency
equency storm of 24-hour
3.35 All seeded areas will be mulched in accordance with the schedule included herein.
duration in accordance with the following standards and criteria. Stream restoration and relocation projects that incorporate
natural channel design concepts are not man-made channels and shall be exempt from any flow rate capacity and velocity
Permanent Stabilization
requirements for natural or man-made channels:
The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas
that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or with
a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or
protected
sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on
man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe
site as well as soil intentionally transported from the project site. No soil testing is required. The contractor shall establish vegetation on all
system, downstream stability analyses of the outfall of the pipe or pipe system shall be performed.
areas not otherwise stabilized according the following specification:
b. Adequacy of all channels and pipes shall be verified in the following manner:
(1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred
Seedbed Preparation:
times greater than the contributing drainage area of the project in question; or
a. Scarify top 1" to 2" of soil after final grades have been achieved.
(2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop
b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf).ng a
channel banks nor cause erosion of channel bed or banks.
SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%)
(b) All previously constructed man-made channels shall be analyzed by the use of a ten-year storm to verify that
Tall fescue 120 Ib/ac 97 85
stormwater will not overtop its banks and by the use of a two-year storm to demonstrate that stormwater will not cause
Red clover 8 I95 65
erosion of channel bed or banks; and
Ladino clover 8 Ib/a
lo/o c 95 65
(c) Pipes
and storm sewer systems shall be analyzed by the use of a ten-year storm to verify that stormwater will be
contained within
the pipe or system.
Nurse Grass -(season dependent)
c. If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the
Sept 1 - Feb 15:
applicant shall:
Annual Ryegrass 12 Ib/ac 98 85
(1) Improve the channels to a condition where a ten-year storm will not overtop the banks and a two-year storm will not
Winter Rye 12 Ib/ac 98 85
cause erosion to the channel bed or banks; or
May 1 -Aug 31:
(2) Improve the pipe or pipe system to a condition where the ten-year storm is contained within the appurtenances;
German Millet 12 Ib/ac 98 85
(3) Develop a site design that will not cause the pre -development peak runoff rate from a two-year storm to increase
when runoff outfalls into a natural channel or will not cause the pre -development peak runoff rate from a ten-year storm
Febor
Fe16 -Apr 30:
to increase when runoff outfole into a man-made channel; or
Annual ryegrass 12 Ib/ac 98 85
(4) Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the
Mulch: 1.5 ton/ac small straw
VESCP authority to prevent downstream erosion.
grain
Fertilizer: 1000 Ib/ac 10-10-10
d. The applicant shall provide evidence of permission to make the improvements.
e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development of the
subject project.
1. The VESCP Authority must be notified one week
prior to the preconstruction conference, one week prior to the commencement of land
f. If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the VESCP of a
disturbing activity, and one week prior to the final
inspection.
plan
for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the
person responsible for performing the maintenance.
2. Work on the project (grading, excavation, construction) shall not commence until the appropriate erosion and sediment controls are in place
g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipations shall be the
as specified on the plan and as approved by the VESCP Authority.
placed at
outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel.
h. All on-site channels must be verified to be adequate.
3. The approved site plan must be kept on the work site and shown on request.
i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted
to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility.
4. Prior to commencing land disturbing activities in areas other than indicated on these plan (including, but not limited to, off-site borrow
j• In applying these stormwater management criteria, individual lots or parcels in a residential, commercial or
or
waste areas), the contractor shall submit a supplementary erosion and sediment control plan to the VESCP Authority for review and approval.
industrial development shall not be considered to be separate development projects. Instead, the development, as a
whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate
5. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as
development condition shall be used in all engineering calculations.
determined by the VESCP Authority.
k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts
on the physical, chemical and biological integrity of rivers, streams and other waters of the state.
6. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site
I. Any plan approved
prior to July 1, 2014, that provides for stormwater management that addresses any flow rate capacity
development until final stabilization is achieved.
and velocity requirements
for natural or man-made channels shall satisfy the flow rate capacity and velocity requirements for
natural or man-made channels if the practices are designed to (i) detain the water quality volume and to release it over 48
7. All vegetative stabilization shall be uniform, mature enough to survive, and adequate to inhibit erosion.
hours; (ii) detain and release over a 24-hour period the expected rainfall resulting from the one year, 24-hour storm; and (iii)
EH65E 1 SEQUENCE OF CONSTRUCTION
reduce the allowable peak flow rate resulting from the 1.5, 2, and 10 -year, 24-hour storms to a level that is less than or
1. Install construction entrance.
equal to the peak flow rate from the site assuming it was in a good forested condition, achieved through multiplication of the
2. Install silt fence along downstream perimeter of work areas.
forested peak flow rate by a reduction factor that is equal to the runoff volume from the site when it was in a forested
3. Install sediment basin generally to the lines of the proposed detention facility. Apply temporary seeding.
good
condition divided by the runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity
4. Strip, stockpile and stabilize topsoil in location shown on the Site Erosion and Sediment Control Plan. Apply temporary seeding.
and velocity requirements for natural or man-made channels as defined in any regulations promulgated pursuant to
5. Perform rough grading over site. Insure that runoff from the disturbed areas is directed to the sediment basin.
62.1-44.15:54 or 62.1-44.15:65 of the Act.
m. For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of 62.1-44-15:52A of the
PHASE 2 SEQUENCEOF CONSTRUCTION
Act and this subsection shall be satisfied by compliance with water quantity requirements in the Stormwater Management Act
1. Install drainage structures.
(62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless such land disturbing activities are in
2. Install inlet and outlet controls.
accordance with 9VAC25-870-48 of the Virginia Stormwater Management Program (VSMP) Regulations.
3. Complete exterior site improvements.
n. Compliance with the water quality standards set out in 9VAC25-870-66 of the Virginia Stormwater Management Program
4. Stabilize work area with pavement or permanent seeding where necessary.
(VSMP) Regulations shall be deemed to satisfy the requirements of subdivision 19 of this subsection.
5. Install landscape plants.
6. Remove the sediment basin outlet control elbow and convert to the permanent stormwater detention facility. Remove other temporary controls
nff<r nil u,n,6 ^,.,n 6....e ked.. ..b I,Nn...w
ID
NAME
Forst -defenc mpnt.Wee viwd corer
18
Berks chonnery silt loam, 3 to 8 percent slopes, HSG: B,
K=0.20
9B
Clearbrook channer sill loom, 2 to 7 percent slopes, HSG:
C/D, K=0.24
41C
Weik - erks channery siltlooms 8 to 15 Percent slopes.
HSG: B K=SQ,17
ROW 0.53
0.50
0.03
SOILS MAP
5\
PAI 2 MFA -256.056 5.896
PARCEL 1 AREA=28.453 0.653 ACRES
IMPERNOUS AIEA-157.)3E SF 3.607 �AC
�23.22B F
f plGNi Of wAY PR A®15 SF 0.54 IyRFS
papEO`20U5 M�
TOTAL PROJECT AREA=308,537 7.08 ACRES
BMP LAND COVER EXHIBIT
IMPERVIOUS AREAS
fids aaes (Total ompeM1y area)
Forst -defenc mpnt.Wee viwd corer
TOTAL POST DEV CDA:
7.67
L26 ores
AREA ID AREA
IMPERVIOUS
TURF
ACRES
ACRES
ACRES
ROW 0.53
0.50
0.03
PARCEL 0.65
0.00
0.65
PARCEL2 5.90
3.61
2.29
7.08
4.11
2.98
OFFSITE 0.588
C6n
f0
V N
100 0 100
Scale in Feet
WATER QUALITY NARRATIVE
The site plan will meet Part IIC of the stormwater regulations. As shown on these exh bits,
the site will require 5.257 lbs/year of phosphorus reductions. This reduction will be met by
the purchase of nutrient credits.
ICE -BASED WATER QUAIIIY
COMPUTATIONS D
oro WeetI-
STEP 1- Determine the appliable sea (A) and Me peat -developed impetuous co er (Ian)
Applicable area (A) =
fids aaes (Total ompeM1y area)
Forst -defenc mpnt.Wee viwd corer
5•
yruMres-
L26 ores
lorWet =
2.35 arms
Rwdways=
am xmes
other
3/25/20
Walkways=
0.00 acne¢
Too lmpernAm, COYR=
3.61 meres
Ined = (total rent development Imcen'iws core' / A) x too = 55.1 a_
STEP 2 -Determine the average land as ermndition (Ewatershed) or the exisenB Impervious cover(IniRimi
BeEldr, Im. down deni Twittered)
If Use laality has deRrminM land dove coMhlers W, lW hAdual watersheds wii IN Junsdimon
We the .."Wad Spent, value determined Dy the Idem, as 1__.
ahaw'm'se the CMsapeake bay default value:
(.ruses is 16%
eemen�, lexsrad
oermme esga,sesm,sr
we, re Me dwa u,same sre dpeseM.
STEP 3 - Determine the appropriate development situation
TM site infonreter determin N In Step 1 and Step 2 provide emugM1 nformanon to d@ermine Me approleien,
develcpnvst situation under whkn Me W hommence mcena will apply
sWmion 1: I._ I.,pg„,
55,1 g 16
X Sltuaeon 2i Inew s I„,regn,
SEA > IS
6lwtion 3: I,,,,,y 1 1 -
DO > 16
Situation 5: I_ is servN by an a.... ems.
If the propsed dmeiopme rt meets the ceteris for Me development situation 1, than the law denalty
development is wnsldered to be Me IMP and no pennant remora is required.
The calculation procedure her Situation 1 sumo bare.
worksheat z- Situation 2
STEP 4- Determine Me relative pre -development peals taM Iwtl (L.-)
-'sa.ne,. [0.05'(0.009 x t",ei x A x 238
Lwe.rusr1= 2.69716a/veer
amine Me relative pasoaevelopmem p dli load (L.)
(0.051(0.0095 I_)) x A x 228
Lam= SAM le/year
ermine Me astatine pollutant removal repuirement UUu
da= L -L__I
RR= 5.25716i
I) Determine We gmrM saturant removal el6cw Sur the 9[e'.
EFF= (RR l tay)x 100
EFF= 64.07%
2) Sal. BMPS fmmtable 5-:S and kare on our
amp 1= eV
Ipy,= % Rwe,= acres
BMP3= %
Ismer= % A.,= acres
3)Man intoe pelletal, knd assuming Me amended Enos:
L"y- [0.05+(0.009 x lu..>)1 x A x 228
ween: Lury-MaMp pwTM lopment total phosphom, load entering propsed BMP
Ism - poYdcrelopmett percent impa nous ewer m EMP damage area (whole numcers)
A= drainey, area of pmpmed BMP (saes)
Len,= Baas ret/vear
Law= u.aaa lbaVeer
4) Cakulare Me polutant Wri aecby Me prepoutl Bli
EFF_ x4w
Lwow .n e,= 0.000 IIN/year
Lu."wm„s.= 0.000 lbvVAAr
5) Gkulate 0e WWI poM1dant load renwved my the BMP's:
Liesi= 0.000 Ws/vear
6) Verify mmp'ianm:
Le,pyy.,i > RR
L 5.257
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STRUCTURE ID
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-'--rg�= Ij 977:73 UMITS aF DISTURBANCE 50 0 50 150
la•s1en�_��-__ - �- SB933
= Scale in Feet
WSMA CCYMT AW A$$MATEO
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iAI a]VSTh 1/00V W SOU13H
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APPRI) DWAXR A9Nw96V
OE51al PLW p91
EROSION & SEDIMENT CONTROL KEY
F
TEMPORARY STONE
CONSTRUCTION
ENTRANCE
OE
�� VEL MIN.) GRAVEL
3.05
SILT FENCE
//- BACKFILL
�WI)H SEDIM NR
g
TP
INLET PROTECTION
NIrylM11N iRILMW ER LUNDITINRUIiIU.N (TI, c 0.5' OIPHFiER)
O
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3.32
PERMANENT SEEDING
STORAGE VOLUME
'JJ -
3.35
MULCHING
'
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OF
N1. THIS METHOD OF INLET PROTECTION IS APPUCABLE
Zi
VOLUME REO'D.
WERE HEAVY CONCENTRATED RAR
FLOWS E EXPECTED, BUT NOT I P
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EROSION & SEDIMENT CONTROL KEY
F
TEMPORARY STONE
CONSTRUCTION
ENTRANCE
OE
�� VEL MIN.) GRAVEL
3.05
SILT FENCE
//- BACKFILL
�WI)H SEDIM NR
g
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INLET PROTECTION
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O
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U U�
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3.32
PERMANENT SEEDING
STORAGE VOLUME
'JJ -
3.35
MULCHING
'
U e r,
OF
N1. THIS METHOD OF INLET PROTECTION IS APPUCABLE
<<
VOLUME REO'D.
WERE HEAVY CONCENTRATED RAR
FLOWS E EXPECTED, BUT NOT I P
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WHERE PONDING MOUND THE STRUCTURE MIGHT CAUSE
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NOT TO SCALE VA EROSION AND SEDIMENT CONTROL HANDBOOK 1992
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W
ATTACH 90 BEND TO W-8"0
Inn YEAR WSF=7P6 a9 HOPE 0 0.00% SLOPE
INVERT IN 716.80
INVERT O1
TOP OF ELBOW=7181
ADD 3' OF 8"0 PIPE RISER
TOP OF RISER=721.0±
DRILL 4 COLUMNS AND 5 ROWS
OF 1"0 HOLES IN RISER 0 6"
CC AS SHOWN(20 HOLES)
10 YEAR WSE=721.77
Tap OF RICFR=791 NO
9 YFAR AFI .11
DRY STORAGE -19.315 CUBIC FEET
WET STOROBE=12,265 CUBIC FEET
REMOVE 90' BEND AND S OF
8"0 PIPE RISER AFTER SITE IS
STABILIZED. ADD END SECTION
TO THE 8' LENGTH OF 8"0
CULVERT
QMIMFMT TRAP Pel PIN ATII
3.02
TEMPORARY STONE
CONSTRUCTION
ENTRANCE
OE
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3.05
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//- BACKFILL
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3.07
INLET PROTECTION
IP
O
3.30 TOPSOILING
U U�
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3.32
PERMANENT SEEDING
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3.35
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'
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<<
VOLUME REO'D.
WERE HEAVY CONCENTRATED RAR
FLOWS E EXPECTED, BUT NOT I P
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WHERE PONDING MOUND THE STRUCTURE MIGHT CAUSE
c
Q w
EXCESSIVE INCONVENIENCE OR DAMAGE TO AWACE14T
STRUCTURESUNPROTECTEDAREAS.
cL
ST 1 DI -1
TOP=725.00
8" INV. IN FROM DETENTION -718.60
18' INV. OUT=71860 rTOP OF BERM=726.50
SEE FINAL GRADING PLAN
/
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2% 2 X OR GREATER
EXISTING PAVED III `�'9'O' '8 '%_, 1_
ROADWAY -III-III-III-I _I I-�
I-�-"'- IMI
' I 1I -
F LTM FABRIC
SECTION A - A
NOTE:
_ SPILLWAY USE DRAGS, STRAW BALES
SEDIMENT BARRIER OR ER APPROVED 1"'•""'
(STRAW BALE TYPE SHOWN) TO HANNEUZE RUNDF
AS EQUIRED.
SUPPLY WATER TO WASH
- WHEELS IF NECESSARY.
QAt
2
OR0
. a Of I ,FIQM
<
F. p50VA4E GLLCAUNIONI
p(.W)(&A IN/1W)DA IL) -5.4 CFS
BACK OF SIDEWALK r /"� CATCH BASIN
BACK OF CURB
111 A15-1
2X4 WOOD SND
CONCRETE BLOCK
ao : ,... A •no- ,.: 04:5„ . 4 �'
b e V db� O
WIRE SCREEN OR
FILTER FABRIC CONCRETE BLOCK
*FAER
NG HEIGHT J C
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II- Z
CURB INLET I O
ZU
WIRE L L
FILTERJ I L� CATCH BASINOD SND Z
LIJ
CURB INLET d �
NOTES: SEDIMENT BARRIER w o Q
1. USE BLOCK AND GRAVEL TYPE SEDIMENT
BARRIER WHEN CURB INLEF IS LOCATED IN (\( (n Q
CNTLY SLOPING STREET SEGMENT, WHERE
WATER CAN POND AND ALLOW SEDIMENT TO
SEPARATE FROM RUNOFF. LLI 0
2. BARRIER SHALL ALLOW FOR OVERFLOW
FROM SEVERE STORM EVENT, Q Q
3. INSPECT BARRIERS AND REMOVE SEDIMENT
AFTER EACH STORM EVENT. SEDIMENT AND
GRAVEL MUST BE REMOVED FROM THE CL Z
TRAVELED WAY IMMEDIATELY.
w O
O
r !Y
18" MIN. -
o/
TOTAL
�� VEL MIN.) GRAVEL
UJ
WET
//- BACKFILL
�WI)H SEDIM NR
g
DRY
_..,
- ��(-)
Lij Z
WIDEN
U U�
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STORAGE
STORAGE OEPiH
Of
J
STORAGE VOLUME
DROP MR MESH
INLET 'rt
Q LaJ >
STORAGE VOLUME
'
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OF
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<<
VOLUME REO'D.
WERE HEAVY CONCENTRATED RAR
FLOWS E EXPECTED, BUT NOT I P
O
w ce &E
WHERE PONDING MOUND THE STRUCTURE MIGHT CAUSE
c
Q w
EXCESSIVE INCONVENIENCE OR DAMAGE TO AWACE14T
STRUCTURESUNPROTECTEDAREAS.
cL
OUTLET
2. SHAUL BEVDOT 033,
, # 7M,
c (n Q
603 c.y.
c.f.)
OR /5 COHSE AGGREGATE.
0 Q U
12.265 c.f.
GRAVEL AND WIRE MESH DROP INLET SEDIMENT BARRIER
(n w : vL.I
19,315 J.
NOT TO SCALE VA EROSION AND SEDIMENT CONTROL HANDBOOK 1992
Q (n L
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a
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FLOW 36'Q HIGH MAX SDE OFNPO$TATFAC RELY ill? Z
sv11}Auloti7t tF40d RUNOFF G py RUNOFF Z
�{Se^ a6 W �A'o - �- /RFf`.TILIMMFNI1FI11 OW
0_ A I A 2"-3" COURSE
AGGREGATE
(ifI (Ym MIN. 6" THICK
O
40'-18"0 HDPE O 0.00% SLOPE 3 �°o��y''$�g �ojO^,^✓M.9",.`^,} Oo
INSTALL PREFABRICATED ND d a~'Oopt3Pd�'t�t'o°S6fa�'Bo'IMM•+uM°o§l' aavo Se
SECTION 0 OUTLET END
INVERT IN=717.80 V,
INVERT OUT=716.00 Z DIVERSION RIDGE
w 70' MIN.
NSTSNOTES:
B -OUTLET STRUCTURE DETAIL/SWM OUTFALL CONTROL DETAIL PLAN
-TSS L
1. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION THAT WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-
OF-WAY, THIS MAY REQUIRE TOP DRESSING,
TRAP ID
TOTAL
TOTAL
WET
WET
WET
DRY
DRY
DRY
H/Ho
TOP OF
WIDEN
DRAINAGE
STORAGE
STORAGE OEPiH
STORAGE AREA
STORAGE VOLUME
STORAGE DEPTH
STORAGE MEA
STORAGE VOLUME
MBMKME
OF
AREA
VOLUME REO'D.
WIDTH
OUTLET
SB1
4.5ac
603 c.y.
c.f.)
200 it
8,530 St.
12.265 c.f.
2.00 ft.
18.810 81
19,315 J.
HA
12 ft,
pipe(16,281
REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
2. WHEN NECESSARY. WHEELS SHALL BE CLEANED
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE
ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP
TEMPORARY SEDIMENT BASIN/CULVERT OUTLET DETAIL OR SEDIMENT BASIN.
TEMPORARY
GRAVEL
CONSTRUCTION
ENTRANCE/EXIT
III , V I II
n T -III- -III-III
I P12 " MIN.' IILII �-IIII•iI=I I 171IIII••
TH 0
12" MIN.4zTRENCH
WITHGRAVEL
ED
BACKFILL
T'J
N C. LEWIS
'c. No. 021621
STANDARD DETAIL ALTERNATE DETAIL �a
TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL 4 a
NOTE: 4. SET POSTS AND EXCAVATE A 4"X4" SIONAL aGti
1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE D`
STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS' SURVEY: C.I.:
NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. P -L 1•
2. REMOVED SEDIMENT SHALL BE DEPOSITEDIRE ILR FABRIC TO THE WIRE
TO AN AREA THAT WILL NOT CONTRIBUTE C&AX WEIR IT INTO THE TRENCH.
SEDIMENT OFF -SRM AND CAN BE PERMANENTLY DRAWN BY: JOB NO.
7 BACKFILL AND COMPACT THE EXCAVATED
STABILIZED. SOIL. P -L 1711030
3. SILT FENCE SHALL BE PLACED ON SLOPE SCALE: DATE:
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
SILT FENCE DETAIL WITH WIRE SUPPORT AS SHOWN 3/25/20
NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 SHEET: 5/15
40 0 40 120
Scale in Feet
I Ex. 4' SAN. LAR
RESERVED FOR
INIETMARCEL
is
RESERVED FOR
IMERPAfL LEhit
SS n,�a
II 11 h 1j
u
xp /
mN
fx. Da
IARV h Off\
n Ex. 4' SAN. LA iFFA 12 \
ry 1 Ex 4' Of. Out•
1 (top is Nerofed) � r
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I
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4
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20.42'
8
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121.42'
CURVE
ARC LENGTH
r ]] C
NY (3
IUNIT
3,
C o
it
40.00'
'.500 SF
N 5836'26" E
31.23'
C2
79.21'
392.07'
113431"
ti
"I
63
I1'
c9fin (Under Cost) -g-AA_// _
11 ,r RCP m'= n334S R\P
Wt5
COIIIRATOR imN AWOST
FREDERICK WATER FMALITIES SO
GRADE PER FREDERICK WATER
INSPECTOR'$ REQUIREMi
REVISED FREDERICK,
WATER EASEMENT
ACC
dent Ex 4' Gear Out EOP y
(tap demoted) $
uNR 2sil
mces "LA0
S.SF
I
IIIIgB
UNIT
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cc-Iz RN,P(1YPh
moor cc I I
x5'8
S. WALr- 25'R \
E.A. submi MAl
lap= 731.74'
B• PIC !n= 723.48'
8' PVC Out= 72330'
/V 04 2330" E 92561
FFrt]zisFo
F_"] s U.
51 S
CPP O 5.L%
STORMWATER MANAGEMENT
PRNAIE SEWER _�--- �
WIIHIN�F EW/i� mNq g ({x]26.60
,500 s
I
g
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0 SF
s'R aMLOw)
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8 RDNE ro amcE
I .10 3
UN31 T FF.TTT9.60
rc , FF -]w.60 I.SW sF
F1S'e]1,.60 t.500 SF
au5' 1,5W SF
HR saLL TR.
11aMS's REP 60.75%-.. _- /
PE x00 PYP �-
1 rJ ]� - - EyFF
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5/PIA= =Mi
der Const. le' St.- _ ag
LADING GATE
1B' CPP wt' 2259' II �� - KEYPAD CONTROLS EXTr k
ENTRY PER OWNER
SPEC9'MEnON
PRGNDE "Col E0gi
AS REOUIREO
N95RO COURTAND )REA71 AR -D
IAIPRpI'EAFEN7$ IS 70fir M RY
UNDER WS PROJECT TO STAnC4N
2+50. TNIS AVER T 80
APPROVED ud 09 SUBOIW570N
OESICiV PLAN /I9-Ol.
LINE
BEARING
I
y
�
I
I
LR,R 5x
13.95'
FF.]T&g0
I BAIL(1TR)
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I
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20.42'
8
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121.42'
CURVE
ARC LENGTH
�IAIFSEWER
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I
IUNIT
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E"]x9.60
40.00'
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/V 04 2330" E 92561
FFrt]zisFo
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51 S
CPP O 5.L%
STORMWATER MANAGEMENT
PRNAIE SEWER _�--- �
WIIHIN�F EW/i� mNq g ({x]26.60
,500 s
I
g
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0 SF
s'R aMLOw)
�- BOLLW� ARE
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8 RDNE ro amcE
I .10 3
UN31 T FF.TTT9.60
rc , FF -]w.60 I.SW sF
F1S'e]1,.60 t.500 SF
au5' 1,5W SF
HR saLL TR.
11aMS's REP 60.75%-.. _- /
PE x00 PYP �-
1 rJ ]� - - EyFF
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der Const. le' St.- _ ag
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1B' CPP wt' 2259' II �� - KEYPAD CONTROLS EXTr k
ENTRY PER OWNER
SPEC9'MEnON
PRGNDE "Col E0gi
AS REOUIREO
N95RO COURTAND )REA71 AR -D
IAIPRpI'EAFEN7$ IS 70fir M RY
UNDER WS PROJECT TO STAnC4N
2+50. TNIS AVER T 80
APPROVED ud 09 SUBOIW570N
OESICiV PLAN /I9-Ol.
LINE
BEARING
DISTANCE
TO
Li
N 05'28'35" W
13.95'
L2 IN
83'20'34" E
49.07'
L3 IS
83'20'34" W
20.42'
L4 IN
05'28'35" W
121.42'
CURVE
ARC LENGTH
RADIUS
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
C1
32.08'
40.00'
45'57'13"
N 5836'26" E
31.23'
C2
79.21'
392.07'
113431"
N 75'4747" E
79.07'
63
106.59'
458.00'
13'20'03"
N 76'40'33" E
106.35'
C4
200.88'
58.00'
198'26'17"
N 15'52'34" W
114.50'
C5
63.48'
58.00'
62'42'44"
S 33'32'56" W
60.36'
C6
28.33'
20.00'
81'09'00"
S-42-415'04" W
26.02'
C7
90.42'
lE18.0(y10'00'03"
15" INV OUT -721.25
S 78'20'33" W
90.30'
C8
38.34'
332.07'
6'36'57"
IS 76'38'59" W
38.32'
C9
39.02'
40.00'
55'53'53"
IN 72'05'36" W
37.49'
IMn s
FEa]T&60
,.500 5F
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/ TOP -725.00 15" INV OUT=724.50 TO 6
tih / 8" ORIFICE IN:716.80
18" INV OUT -716.80 TO 1A STR 8
:]26.80
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500 sF Aro // END SECTION 15" INV OUT -723.00 TO 9
18' INV OUT=716.00 FROM 1 STR 9
/ ES -1
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/ 15" INV OUT=719.00 FROM 8
- - - -
/ 18' INV IN=717.80 FROM 10 STR 10
24" I L=12' TOP -725.70
24" NV OUT=7.80 FROM 3 15" TOP -724.50
24" INV OUT=717.55 TO POND 75' INV IN=720.20 FROM 11
15" INV IN -720 20 FROM 13
-
- -
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18" INV OUT -720.00
TO
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END SECTION
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moll oPAauE FABRIC
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15" INV OUT=721.25
721.25
TO
11
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18' INV IN -721.30 FROM 5
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ROWRM FARM wired ready fn IS 140) m PSOU remote Wtln er(mlu
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Asn
FEATURES & SPECIFICATIONS
INRKOE D USE - For bolding- and wanmoumed appuaance,
CONSTRUalON - Audi dd,.n, roo,lem Reunion housing. Did cast domRame has imwh her
um brant tempered YASS lens. Da ssemme is fully sealed On a dosed OR slUearm gagAel.
Finch 6a0dim finisM1 a hdmM dark clove ODBi) pN)nhr powder finial, wUM1 other anaM1itMmal
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TWF1
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INSTALLATION
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BUILDING MOUNTED LIGHT SPECIFICATION
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SURVEY:
P -L
DRAWN BY:
JOB NO.
P -L
1711030
SCALE:
DATE:
AS SHOWN
3/25/20
6/16
CONTRACTOR SHLLL ADJUST
F ERICK WA,EA FACIMES TO ,F�
ORAOE PER MVXRICK WATER M'0- ivBf
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83*36 37"-W 877.75
LIMITS OF DISTURBANCE
WSh A COURT AND ASSOCIATED
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2+50. THIS PROXCT AS
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8" ORIFICE IN=716.80
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STR 1A - DI -3C L=10' TOP=727.00
END SECTION 15" INV 01 TO 9
18" INV OUT=716.00 FROM 1 STR 9
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18" INV 01 TO 3 DI -1 TOP=724.50
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24" INV IN -717,80 FROM 3 DI -1 TOP -724.50
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18" INV 01 TO 3 DI -1 TOP=724.50
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18" INV OUT=723.49 TO 4
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— WS7EMA COURT AND ASSOOA 7E0
1' \ INPROIENENTS IS CURRENTLY
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APPROIQD UNDER SUBOM90N
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CONSTRUCTION TO STATION 2+50. THE N
WATERLINE IS BEING INSTALL TO ABOUT N
STATION 1+90 ON THE ORIGINAL PLANS.
THIS PROJECT AS APPROVED UNDER
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DRAWN BY:
JOB NO.
P -L
1711030
SCALE:
DATE:
AS SHOWN
3/25/20
SHEET: 8/15
STANDARD
,wed lad1lo
all
2a D.
CONCRETECRADLE
rel .
CONCRETE ENCASEMENT
TRENCH 6 BEDDING
A.
codas pad IT
ad. type adj..N. va a bo[
location stall --\ vase box —
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MAR 1S
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Notevaha a,all
W spurges,
type
Water Forced Sewer
16", 18", 20" and 24"
GATE VALVE
-5- APR oe
All pipe anal tittings shall be SDR 35/26.
GRAVITY SEWER LATERAL
FOR MAIN WITH COVER 15 FT OR LESS
-22- FEB W
pipe Fred vit J�Fdi a. ledwbhtl pantfinishedgrade
concis
BOLLARD DETAIL
NOTE:
Weep holes shall not be subject to bang submerged If
installation is in an ares having a high gmundwawtable, the
Authorito engineer shell be contacted f r hydrant raxebon.
hall 4- El too W wmlell them —
t'., a, (PJ xFIP)erd
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meterbot —2°
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W spurges,
type
Water Forced Sewer
16", 18", 20" and 24"
GATE VALVE
-5- APR oe
All pipe anal tittings shall be SDR 35/26.
GRAVITY SEWER LATERAL
FOR MAIN WITH COVER 15 FT OR LESS
-22- FEB W
pipe Fred vit J�Fdi a. ledwbhtl pantfinishedgrade
concis
BOLLARD DETAIL
NOTE:
Weep holes shall not be subject to bang submerged If
installation is in an ares having a high gmundwawtable, the
Authorito engineer shell be contacted f r hydrant raxebon.
hall 4- El too W wmlell them —
t'., a, (PJ xFIP)erd
W parade Plug on B tel Piaa
meterbot —2°
—sitlI , I WVI/ it
FREDERICK WATER
CONSTRUCTION NOTES
1. The Frederick Water Water and Sewer Standards and Specifications are available at
www.frederickwater.com.
2. The contractor shall adhere to Frederick Water's standards and specifications in effect at the
time of construction.
3. The contractor shall coordinate with and arrange for inspection by Frederick Water.
4. The contractor shall connect a new sewer line to an existing manhole by core drilling the
manhole.
5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap.
Frederick Water shall furnish all needed material and make the tap.
a. An Application for Wet Tap shall be submitted and the initial fee paid before the tap is
made.
6. Exact locations of water and sewer services on new lines are to be coordinated with
Frederick Water's inspector.
7. Frederick Water's maintenance division shall furnish and install all water meters though 2
inch in size. It is the contractor's responsibility to have the meter box assembly installed
correctly.
Before a permanent meter is installed:
a. The meter box, with its frame and cover, must be properly aligned with the yoke bar.
b. The frame and cover shall be set to final grade.
c. The distance between the top of the cover and the yoke bar shall be between 20 and
23 inches.
d. All components of the meter box assembly shall be in proper working order.
B. For services that connect to existing lines:
a. Frederick Water shall furnish and install:
1. all %"x-'4". Y'4 1". %" and 2" water services.
2. all sewer services.
b. The owner/developer shall:
1. coordinate (or have the contractor coordinate) the location of the service lateral
with Frederick Water's engineering assistant.
2. submit an Application for Service and pay the required fees.
9. All water service lines must have a backflow prevention assembly (double check valve or
RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013.
10. All fire lines must have backflow prevention assembly (detector double check valve of RPZ,
as required). The assembly shall meet ASSE standard number 1048 or 1047. Any privately
owned fire line, interior or exterior, shall also have a fire service HP Protectus III meter. This
assembly shall be installed immediately before the backflow prevention unit. Radio read remotes
are required.
11. Frederick Water shall review the mechanical plon(s) for design and material approval of a
building's:
a. domestic water meter and its backflow prevention device, and/or its
In. fire service line's backflow prevention device.
12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEC's
Certificate to Operate and a copy of the station's DEQ approved 0&M manual. These documents
must be received before substantial completion is issued and water meters released.
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FREDERICK WATER
CONSTRUCTION NOTES
1. The Frederick Water Water and Sewer Standards and Specifications are available at
www.frederickwater.com.
2. The contractor shall adhere to Frederick Water's standards and specifications in effect at the
time of construction.
3. The contractor shall coordinate with and arrange for inspection by Frederick Water.
4. The contractor shall connect a new sewer line to an existing manhole by core drilling the
manhole.
5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap.
Frederick Water shall furnish all needed material and make the tap.
a. An Application for Wet Tap shall be submitted and the initial fee paid before the tap is
made.
6. Exact locations of water and sewer services on new lines are to be coordinated with
Frederick Water's inspector.
7. Frederick Water's maintenance division shall furnish and install all water meters though 2
inch in size. It is the contractor's responsibility to have the meter box assembly installed
correctly.
Before a permanent meter is installed:
a. The meter box, with its frame and cover, must be properly aligned with the yoke bar.
b. The frame and cover shall be set to final grade.
c. The distance between the top of the cover and the yoke bar shall be between 20 and
23 inches.
d. All components of the meter box assembly shall be in proper working order.
B. For services that connect to existing lines:
a. Frederick Water shall furnish and install:
1. all %"x-'4". Y'4 1". %" and 2" water services.
2. all sewer services.
b. The owner/developer shall:
1. coordinate (or have the contractor coordinate) the location of the service lateral
with Frederick Water's engineering assistant.
2. submit an Application for Service and pay the required fees.
9. All water service lines must have a backflow prevention assembly (double check valve or
RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013.
10. All fire lines must have backflow prevention assembly (detector double check valve of RPZ,
as required). The assembly shall meet ASSE standard number 1048 or 1047. Any privately
owned fire line, interior or exterior, shall also have a fire service HP Protectus III meter. This
assembly shall be installed immediately before the backflow prevention unit. Radio read remotes
are required.
11. Frederick Water shall review the mechanical plon(s) for design and material approval of a
building's:
a. domestic water meter and its backflow prevention device, and/or its
In. fire service line's backflow prevention device.
12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEC's
Certificate to Operate and a copy of the station's DEQ approved 0&M manual. These documents
must be received before substantial completion is issued and water meters released.
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RERAXN4 DATE
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STANDARD CURB DROP INLET
a
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12" - 30" PIPE: MAXIMUM DEPTH (H) • 8'
VRGWA DEPARTMENT OF TRANSPORTATION
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08/10
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FOR LEEK
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CLASS I BACK ILL MATERIAL IN 4000ROANCE
EARENE
® WITH OF THE ROAD M•0 BRIDGE SEWS RS GENERAL NOTES
SPECIFICATIONS302
ONOSHEETM107.00.
WITH OFT THE BRIDGE
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MATERIAL CRUSHED GLASS CONFORMING TO THE
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USED IN PLACE OF CLASS 2 BACNF.LL.
FORN REGULAR
BOC KOFLLTXE MATERIAL
ACALL CORDANCE PIP„ OAD
DBR OGE SPECffLATIONS.
`V/QQT
INSTALL. OF PIPE CULVERTS AND STORM SEWERS
SPEOTICAT1N
NEE ERENE
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DRAWN BY: JOB Ni
STR 2A-STR 12 STR 2A-STR 7 P -L 1711030
SCALE: DATE:
AS SHOWN 3/25/20
SHEET: 10/15
CLASS
A3
M.ES l
i:e•K..e. .:.
CONLFETE
SECTION C -C
ENTRANCE vOWNE
CRPDE CNINCE
'D"
DESIRABLE MA%MIIM
HIGH
CG 11
NONE
ENTRANCEiE
3%
MEDIUM
CROSSESPA COMERCIK
1 53% 1
B%
THE CROSS SLOPE
SHALL BE 2X FOR
I 56X I
A WIDTH OF 5
FEET.
TRUNOATEO GOES
A �'T
GENERAL NOTES
W
I FASTREET APPROACH SAE SURFACING
FOR DETAILS
(RMUS TO BE AS o C AS MANLIE ROADWAY (SEE NOTE 31
1. WHEN USED IN CONJVNCTNiN WITH STANDARD CG -3
SHOWN ON PLANS'
STND.
RAJA TO BE AS
OR CC -7, THE CURB FACE ON THIS STANDARD IS TO
— — — — — —
—
SHOWN ON PLANS)
BE ADJUSTED TO MATCH THE MOUNTABLE CURB
CHANNEL
BACK OF CURB
ACCESSIBLE
CC2 OR CG-6CONFIGURATION.
/
N T 1
a8 i
2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE
B O SIDEWALK
USED WITH THIS STANDARD.
SIDSEWAIK _
w _
NOTE 5) r OPTIONAL UNPAVED SPACE
3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE
WFLOW LINE
R/W ENE (EXCEPT ANY WBGRADE STABILIZATION
— — — ------�
REO UWED FOR MAI PAVEMENT WHICH CAR BE
EXPANSION
EXPA E%PAVSION
OMITTED IN THE ENTRANCE.)
JOINTJOINT
4. RADIAL CURB OR CONSNALON CURB AND CUTTER
_
SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE
NOTE: WIDTH "R" 2'-0" OR AS Itis MAINLINE ROADWAY
EXCEPT FOR REPLACEMENT PURPOSES.
SHOWN ON TYPICAL SECTION. A
PLAN VIEW
ENTRANCE NOTES
5. WHEN THE ENTRANCE RAGA CANNOT ACCOMMODATE THE
TURNING REWIREMENTS OF ANTICIPATED HEAVY TRUCK
MAWLINE ROADWAY SLOPE
TRAFFIC. THE DEPTH FOR SIDEWKK & CURB RAMPS
WITHIN TE LIMITS OF THE RAOISHOULO BE
10' PARABOLIC CURVE (ENTRANCE ONLY'
INCREASED TO T'. (SEE CG -131
EDGE OF PAVEENT OR
OPTIONA- FLOW LINE
9%u
GRAQE CXANGE ® -- �'— 0
8. KALA$ IRE TO MANDATE WHEN CONSTRUCTION OF A FLOW
LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS
REE
b
THE ENTRANCE.
MA'NLIE ROADWAY
—NOTE
MAX. O
T, THE DESIRABLE AWMAXMAUM ENTRANCE GRACE CHANGES
_
GRADE CHANGE ® —
D' ME LISTED IN THE ALLOWABLE ENTRANCE GRADE
D
TABLE. THESE VALLES ME NOT APPLICABLE TO STREET
CONNECTIONS.
5W1.
20'NII FOR
INTERSECTION NOTES
COMMERCIAL ENTRANCE
B. WHEN CG -1115 USED FOR STREET COMNECTIONS THE
ION MUST BE DEBITED W ACCORDANCE WITH
M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE.
AASHTOCONNEC
AASNTO POLITY AD iE APPLICABLE REQUIREMENTS
OF NTTIS. STOPPING
OAD AD
REWIE
SECTION A - A
NESVALUE ENVI
SENT DISTANCE
9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A
PORTION OF GUTTER TTI PROVIDE POSITIVE DRAINAGE
ACROSS THE INTERSECTION.
B
ALLOWABLE ENTRANCE GRADE CHANGES
CLASS
A3
M.ES l
i:e•K..e. .:.
CONLFETE
SECTION C -C
NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT
APPLICABLE TO STREET CORRECTIONS
SPECIFICATION METHOD OF TREATMENT MOOT
REFERENCE FRIEE.N
M AJD BRIDGE STANDARDS
spz (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) DATE SHEET 1 DE I
VIRGINIA DEPARTMENT OF TRANSPORTATKN 0]/15 203.Oa
To
502
J
w -a
:6SI�F
1. THIS ITEM MAY BE PRECAST OR CAST N PLACE.
2. CONCRETE TO BE CLASS AS IF CAST N RACE,
{000 PBI IF PRECAST.
3. COMBINATION CURB 4 GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BI: PNO FOR AS RADIA_ COMBINATION
CURB M GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE
LAYER. THE BOTTOM OF THE CURB • BETTER
OF SUBBASEBEOiWSESES AND TTo THE DDEPTTHE SLOPE
THE PAVEMENT.
5. IS ALLOWABLE
011 ROADWAY�CLASSIFIWE �CATIOON MN
DESIGN SPEED AS SHOWN N APPENDIX A OF
R THE ROAD DESIGN MAVOAL N WE BECTON
ON GS URBAN STADRIMS.
D_
m
D D
D "' D"• D" 0"• D
BE CONCRETE
OF THE CONTRACTOR
IS
COMBINATION 6" CURB AND GUTTER
VIRGINIA DEPARTMENT OF TRANSPORTATION
}LRMP
ENTRANCE vOWNE
CRPDE CNINCE
'D"
DESIRABLE MA%MIIM
HIGH
MORE TXPN 15DO VPD
O% 1
3%
MEDIUM
1 5004500 VPD
1 53% 1
B%
LOW
I LESS THAN 50D VPD
I 56X I
8X
NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT
APPLICABLE TO STREET CORRECTIONS
SPECIFICATION METHOD OF TREATMENT MOOT
REFERENCE FRIEE.N
M AJD BRIDGE STANDARDS
spz (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) DATE SHEET 1 DE I
VIRGINIA DEPARTMENT OF TRANSPORTATKN 0]/15 203.Oa
To
502
J
w -a
:6SI�F
1. THIS ITEM MAY BE PRECAST OR CAST N PLACE.
2. CONCRETE TO BE CLASS AS IF CAST N RACE,
{000 PBI IF PRECAST.
3. COMBINATION CURB 4 GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BI: PNO FOR AS RADIA_ COMBINATION
CURB M GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE
LAYER. THE BOTTOM OF THE CURB • BETTER
OF SUBBASEBEOiWSESES AND TTo THE DDEPTTHE SLOPE
THE PAVEMENT.
5. IS ALLOWABLE
011 ROADWAY�CLASSIFIWE �CATIOON MN
DESIGN SPEED AS SHOWN N APPENDIX A OF
R THE ROAD DESIGN MAVOAL N WE BECTON
ON GS URBAN STADRIMS.
D_
m
D D
D "' D"• D" 0"• D
BE CONCRETE
OF THE CONTRACTOR
IS
COMBINATION 6" CURB AND GUTTER
VIRGINIA DEPARTMENT OF TRANSPORTATION
}LRMP
ROADWAY GRACE
W PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB 6" LUflB
El
4
6
RESERVED
5
■
-j
5
B
(SEE IM -EI
A (SEE TABLE'
9
a
TRUNOATEO GOES
2
5
SEE SHEET 101 5
FOR DETAILS
6
U
MIN —4
STND.
U-
N-i0D
$HPPE MATCH F
OF ROA' W/•Y LVRB
CHANNEL
BACK OF CURB
ACCESSIBLE
20'1
a8 i
,swY mW
roy. mK I
SECTION A -A
1
SECTION B -B
NOTES:. FOR GENERAL. NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET IOF 5.
THE REQUIRED LENGTH OF A PARALLEL RAMP
IS_MTEO To 15 PEET.REGMDLESS OF THE
SLOTC
TYPE B PARALLEL
APPLICATION
ROADWAY GRACE
W PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB 6" LUflB
0
4
6
RESERVED
5
■
3
5
B
fi
9
a
8
2
5
III11
6
U
(
ROM AND BRIDGE STANDARDS
--
CET 3 O 5 1 REVISION DATE
203.03 01/15
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
A
NOV AND BRIDGE STANDARDS
V610N oATE I SHEET 1 OF 1
'Tjcn�ws1..
o�
WITHOUT BUFFER STRIP
CROSSWALK
V
R. OSI w/>,NE MALA Pin \\\\
\\ ALL.
CPOSSiK `.FP'R w""�tt'o5 MK + -� PE P
WITH. BUFFER STRIP CPSW`" ""` caos6WAK W.l"
CG -12 DETECTABLE WARNING SURFACE
TYPE B (PARALLEL) APPLICATION
VIRGINIA DEPARTMENT OF TRANSPOPTAEUR
DIAGONAL PLACEMENT
SITE ENTRANCE PROFILE
30.00
SU -30
feet
Width 8.00
Track 8.00
Lock to Lock Time 6.0
Steering Angle 131,8
B'
"-L-2,-0,,.
CG -6R
COMBINATION 6" CURB & GUTTER REVERSED
NOT TO SCALE
GRADE
AUTOTURN-SU-30 VEHICLE
2" SM -2A
8" 21-B
COMPACTED SUBGRADE —
ASPHALT PAVEMENT DETAIL
NOT TO SCALE
APPLY TO ALL TRAVEL AREAS AROUND BUILDINGS.
8" 21-8
COMPACTED SUBGRADE --
STONE PAVEMENT DETAIL
NOT TO SCALE
APPLY TO ALL OUTDOOR STORAGE AREAS
DETECTABLE EARLY
WARNING MARKER'
TAPE (nP)
COMPACTED BACKFILL
M
00
DETECTABLI
WARNING T
SELECT
d4" SELECT
MATERIAL
E
40 Pvc(nP)
y4" SELECT
MATERIAL
RESERVED
--1
■
DATE:
AS SHOWN
PARKING
FARMED
(
STND.
U-
VAN
CHANNEL
ACCESSIBLE
POST
,swY mW
roy. mK I
1
■�
HC
ACCEIGNIBLE
SIGN
TROP.
GROUND
I
lli
ROOM
1 11 ••
SITE ENTRANCE PROFILE
30.00
SU -30
feet
Width 8.00
Track 8.00
Lock to Lock Time 6.0
Steering Angle 131,8
B'
"-L-2,-0,,.
CG -6R
COMBINATION 6" CURB & GUTTER REVERSED
NOT TO SCALE
GRADE
AUTOTURN-SU-30 VEHICLE
2" SM -2A
8" 21-B
COMPACTED SUBGRADE —
ASPHALT PAVEMENT DETAIL
NOT TO SCALE
APPLY TO ALL TRAVEL AREAS AROUND BUILDINGS.
8" 21-8
COMPACTED SUBGRADE --
STONE PAVEMENT DETAIL
NOT TO SCALE
APPLY TO ALL OUTDOOR STORAGE AREAS
DETECTABLE EARLY
WARNING MARKER'
TAPE (nP)
COMPACTED BACKFILL
M
00
DETECTABLI
WARNING T
SELECT
d4" SELECT
MATERIAL
SCH
40 Pvc(nP)
y4" SELECT
MATERIAL
RESERVED
1711030
TYPICAL UNDERGROUND COUNDUIT DETAIL
NOT TO SCALE
MODIFY AS REQUIRED FOR POWER AND COMMUNICATIONS
1.5' SM -2A
5" BM -2
12" 21-T -
COMPACTED SUBGRADE SUP
U
PAVEMENT SECTION DETAIL FOR R—O—Ws
NOT TO SCALE
END & CORNER r CHAIN LINK
POST /
rc. LINE POST)
I
N
TRUSS ROD
-
BLACK FENCE SCREEN BY
TRUTECH FABRIC OR
EQUAL o
Do
I
10'-0" MAX SPACING—
FENCE
PACING
FENCE SECTION ELEVATION
NOT TO SCALE
NOTES:
1. PROVIDE AUTOMATIC GATE AT ENTRANCE PER
OWNER SPECIFICATIONS.
2. PROVIDE PERIMETER EGRESS GATES AS
CALLED FOR ON THE SITE PLAN.
RI -1
J -CHANNEL POST
GROUND
STOP
R1-1
24"X24"
OR
STOP SIGN 30"X30"
NOT TO SCALE
2" x 18" STND
12" X
4" STND.
P -L
RESERVED
DRAWN BY:
JOB NO.
RESERVED
1711030
SCALE:
DATE:
AS SHOWN
PARKING
FARMED
(
STND.
U-
VAN
CHANNEL
ACCESSIBLE
POST
,swY mW
roy. mK I
HC
ACCEIGNIBLE
SIGN
TROP.
GROUND
HANDICAP SIGN
NOT TO SCALE
A4"0/1"0 160
'PE K COPPER
ALTER LINE
WATERLINE INSTALLATION DETAIL
NOT TO SCALE
FIRE LANE SIGN
NOT TO SCALE
SIGN
L POST
END OF STALL -
STRIPE OR CURBING
WHITE PAVEMENT MARKING,
4" WIDTH, LENGTH AS
SHOWN ON PLANS.
WHITE SYMBOL PER ADA
ON SOLID BLUE BACKGROUND
WHITE PAVEMENT MARKING,
4" WIDTH, 2' CC; 45' ANGLE
OR 5 -
NOTE:
ALL CONSTRUCTION SHALL CONFORM TO ADA
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX
TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE. KY OR EQUAL
SIGNS MAY BE PLACED ON BUILDINGS WITH OR OTHERWISE
LOCATED WITH CONSENT FROM BUILDING INSPECTOR.
PLEASE REFER TO THE SITE PIAN, FOR THE PROPOSED
LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA.
PARKING LOT STRIPING DETAIL
NOT TO SCALE
w
1=
W 0
J J
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w
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No. 021621
SURVEY:
Cl:
P -L
NA
DRAWN BY:
JOB NO.
P -L
1711030
SCALE:
DATE:
AS SHOWN
7/25/20
SHEET:
40 0 40 120
I Scale in Feet
(1a)a/ - 13,
II----_---�- 1r1t�
_ L_ r
x.
II T
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STA.
M, II II 10)CL A
II II
(7)PA f'+ - 00 4F. BU -
I� (1)PA
II ° - /TAI
(10)P7
I€ PARCEL 1 /
A 1
U
Il
(10)BM V /G --
V�(12)JS
NOTE:
CONTRACTOR TO REGRADE, SOD OR
HYDROSEED AND STRAW MULCH ALL
AREAS DISTURBED AS A RESULT
OF THEIR WORK.
(2) UPRIGHT STAKES TO BE USED ON
TREES UP TO 12' HGT. LARGER TREES
TO BE GUYED.
TREE WRAP MAIN TRUNK
RUBBER HOSE
2"x2" HARDWOOD GUY STAKE
2 PER TREE
12 GAUGE GALVANIZED
WIRE -DOUBLE STRAND TWISTED -
4" MULCH
3- SAUCER AROUND TREE
EXISTING
SOIL MIX
COMPACTED MOUND TO PREVENT
TREE FROM SETTUNG - 6" MIN. h
UPRIGHT STAKES EXTENDED TO -
FIRM BEARING
REMOVE TOP 1/3 OF ALL BURLAP
ROPE FROM ROOT BALL.
TREE PLANTING
SECTION
>,N,
UNIT 3. I W-730.8080
.50° S
L
�a-
G
II rim -G E��w,.i eWF
IIS I� 3
NOTE:
PLANT SPACING VAI
PRUNE ALL BROKE
WEAK BRANCHES.
ALL SHRUB BEDS
EXCAVATED OF ALL
TO REQUIRED DEPI
W/ REQUIRED SOIL
MULCH TO BE 3"
COMPLETELY REMO
STRINGS. RIBBONS,
TAGS FROM PLANT
REMOVE TOP 1/3
BURLAP FABRIC AF
ROOT BALL.
SCARIFY ROOTS Or
BOUND PLANTS.
COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT
SHRUB PLANTING BED
2.&1 SLOPE
1261 q
724 ^ ! 1
nl I..IT ]D
GG=]17 T+0 }1 SLOPE 11 61GPE�
1500 $F
I
3:1 SLOPE '
TAe
at
. g "
"500 IV
-
FF=72860 -. " _---.--
� f0 1?00 SG
z) 1.59D
UNI a fF t1
FF"
26.60 ,.So9 sF
UNIT 1 �
UNIT 6
FF=]29 60 L
FFe130.60 1 500 $F
PARCEL 2
a<
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6�
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UNIT -023
UNn 2 FF969
I FT:TY.1.60 1.300 SF R
10
(6)CL
PARCEL 2 PLANT UST
I I UNIT 5
11NR < �FSW SF
FF=RB 6D
L5p0 SF
b
r a a
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2.00°5.80 / (10)FIDO
099 56fIV
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116 1R6 / (5)cM / ti /
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uMl z5 r F / "la CEDAR
5wo 5V
r
UNIT 21 F�1266D (3)CL \� ASH
UNIT 20 FFaT9.ba t SODIf/
n n
"]26.80 1,509 Bf
1.599 Sr � ^ / l(4)2-3" CAL S0.55AGNA5
X10" sAssnFRnS
6 r
r (3)FI I \'10" MAPLE �P
1a'c11eRR:
126.6° 1.600 /
/ 12" CEDAR
UNrt ,1
S FF�121.80 1.596
fiD 1,500 SF / Iv CEDAR
- 2" CEDAR
r r \\ fi SASSAFRAS
r / 12` CHERRY
(5)n / \ -d.' CEDAR
/ 6CEDAR
/ CEDAR
UN ,4
LOCUST
LOCUST
FRRY
r �� lnAR
^ <el (5)CL _ _ J, •' OF CAS
(4)SN _
AR= _ 1 .-ST
1 G
7 - - (6)PA V
- � - (e)FI Ow
LANDSCAPE REQUIREMENTS FOR PARCEL 1:
(a)FI Parcel Greenspace Required: 15% or 4,268 sq. ft.
vR Parcel Greenspace Provided: 100% or 28,453 sq. ft.
(S)JV (6)PA
Parking Lot Landscaping: (no parking proposed)
LANDSCAPE PLAN Proffer Landscaping: Provided Low Profile shrubs on 36" berm along Route 522 right of way.
Zoning District Buffers/Screening:
B2 against RA residential: Category B Buffer
25' inactive/25' active with Landscape Screen and 6' high berm
Length of Buffer=200'
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
Z
_10
y
o
y
�
O
Downy Serviceberry
2" Cal.
See Plans
Deciduous Tree
AR
18
Acer rubrum
Red Maple
2" Caliper
See plans
C
BM
0
II
15.
NOTE:
CONTRACTOR TO REGRADE, SOD OR
HYDROSEED AND STRAW MULCH ALL
AREAS DISTURBED AS A RESULT
OF THEIR WORK.
(2) UPRIGHT STAKES TO BE USED ON
TREES UP TO 12' HGT. LARGER TREES
TO BE GUYED.
TREE WRAP MAIN TRUNK
RUBBER HOSE
2"x2" HARDWOOD GUY STAKE
2 PER TREE
12 GAUGE GALVANIZED
WIRE -DOUBLE STRAND TWISTED -
4" MULCH
3- SAUCER AROUND TREE
EXISTING
SOIL MIX
COMPACTED MOUND TO PREVENT
TREE FROM SETTUNG - 6" MIN. h
UPRIGHT STAKES EXTENDED TO -
FIRM BEARING
REMOVE TOP 1/3 OF ALL BURLAP
ROPE FROM ROOT BALL.
TREE PLANTING
SECTION
>,N,
UNIT 3. I W-730.8080
.50° S
L
�a-
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II rim -G E��w,.i eWF
IIS I� 3
NOTE:
PLANT SPACING VAI
PRUNE ALL BROKE
WEAK BRANCHES.
ALL SHRUB BEDS
EXCAVATED OF ALL
TO REQUIRED DEPI
W/ REQUIRED SOIL
MULCH TO BE 3"
COMPLETELY REMO
STRINGS. RIBBONS,
TAGS FROM PLANT
REMOVE TOP 1/3
BURLAP FABRIC AF
ROOT BALL.
SCARIFY ROOTS Or
BOUND PLANTS.
COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT
SHRUB PLANTING BED
2.&1 SLOPE
1261 q
724 ^ ! 1
nl I..IT ]D
GG=]17 T+0 }1 SLOPE 11 61GPE�
1500 $F
I
3:1 SLOPE '
TAe
at
. g "
"500 IV
-
FF=72860 -. " _---.--
� f0 1?00 SG
z) 1.59D
UNI a fF t1
FF"
26.60 ,.So9 sF
UNIT 1 �
UNIT 6
FF=]29 60 L
FFe130.60 1 500 $F
PARCEL 2
a<
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6�
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UNIT -023
UNn 2 FF969
I FT:TY.1.60 1.300 SF R
10
(6)CL
PARCEL 2 PLANT UST
I I UNIT 5
11NR < �FSW SF
FF=RB 6D
L5p0 SF
b
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UNIT 21 F�1266D (3)CL \� ASH
UNIT 20 FFaT9.ba t SODIf/
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"]26.80 1,509 Bf
1.599 Sr � ^ / l(4)2-3" CAL S0.55AGNA5
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fiD 1,500 SF / Iv CEDAR
- 2" CEDAR
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LANDSCAPE REQUIREMENTS FOR PARCEL 1:
(a)FI Parcel Greenspace Required: 15% or 4,268 sq. ft.
vR Parcel Greenspace Provided: 100% or 28,453 sq. ft.
(S)JV (6)PA
Parking Lot Landscaping: (no parking proposed)
LANDSCAPE PLAN Proffer Landscaping: Provided Low Profile shrubs on 36" berm along Route 522 right of way.
Zoning District Buffers/Screening:
B2 against RA residential: Category B Buffer
25' inactive/25' active with Landscape Screen and 6' high berm
Length of Buffer=200'
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
REMARKS
AA
10
Amelanchier arborea
Downy Serviceberry
2" Cal.
See Plans
Deciduous Tree
AR
18
Acer rubrum
Red Maple
2" Caliper
See plans
Deciduous Tree 2 rk
BM
10
Berberis x mentorensis
Mentor Barberry
3 gal.
4' o.c.
shrub
BN
22
Betula nigra
River Birch
2" Cal.
See Plans
Deciduous Tree
(11) 3"-12" cal. Locust, (6)
21
Chionanthus vir inicus
Fringetree
4' height
see plans
Deciduous Tree
CL
43
Cupressocyporis x leylandi
Leyland Cypress
4' het ht
8' O.C.
Evergreen Tree
FI
50
Forsythia x intermedio
Border Forsythia
3 al. cont.
4' o.c.
shrub
Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet
10
Juni erus chinensis 'Iowa'
Iowa Juniper
48" height
4' o.c.
Rt 522 berm shrub
6.
Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the
Juni erus chinensis 'Mountbatten'
Mountbatten Juniper
48' height
4' o.c.
headlight screen
12
Juni erus chinensis 'Sar entii'
Sar ent Juniper
3 at. cont.
4' o.c.
Rt 522 berm shrub
7
Juni erus vir iniono Burkii
Burk Eastern Redcedor
4' hei ht
Evergreen Tree
TA
16
Tilia americana
American Linden
2" cal.
Interior Shade Tree
PS
15
Pinus strobus
Eastern White Pine
4' height
Use shredded hardwood bark mulch in all planting beds.
Evercireen Tree
PA
32
Prunus americana
American Plum
2" Col.
11.
Deciduous Tree
VR
26
Viburnum rhytidophyllum
Leatherleaf Viburnum
36" height
See Plans
shrub
WF
30
Weigela florido 'Alexandra'
Wine and Roses Weigela
3 gal. cont.
See Plans
shrub
to installation.
13.
Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship
Plants Required=200'/10=20x3=60 plants total
(20 shrubs, 20 deciduous trees, 20 evergreen trees)
Provided: 60 plants total (20 shrubs, 20 deciduous trees, 20 evergreen trees)
LANDSCAPE REQUIREMENTS FOR PARCEL 2:
Parcel Greenspace Required: 15% or 38,528 sq. ft.
Parcel Greenspace Provided: 38.8% or 99,718 sq. ft.
Parking Lot Landscaping:
Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area
Required Trees: 1,260 sq. ft./2,000=0.63=> 1 tree
Provided Trees: 1 tree
Required Headlight Screening: 3' high screen along Rights -of -ways and adjacent properties.
Interior Areas: (1) Tree Per 10 Parking Spaces
Trees Required: 3 spaces/10= 0.3=> 1 trees
Trees Provided: 1 trees
5% Interior Greenspace Required: 1,260 sq. ft. x .05= 63 sq. ft.
Provided Interior Greenspace: 12% or 150 sq. ft.
Impervious Area Tree Requirement: 1 tree per 10,000 sf of impervious area.
157,138/10,000= 16 trees
Zoning District Buffers/Screening:
North Property Line: B2 against (vacant) RAC no buffer required per approved Master Development Plan
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No. 021621
SURVEY:
C.I.:
P -L
1,
DRAWN BY:
JOB NO.
Zoning District Buffers/Screening:
1711030
SCALE:
DATE:
South and East Property Lines: B2 against RA residential: Category 8
Buffer
LANDSCAPE
INSTALLATION:
25' inactive/25' active with Landscape Screen and opaque fence
Length of Buffer= 1087'
1.
Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape
Plants Required= 1087'/10=108.7x3=323 plants total
Architect in the event that utilities or any other structure conflicts with the layout shown on the plan.
(108 shrubs, 108 deciduous trees, 107 evergreen trees)
2.
Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in
the event that discrepancies exist. Supply unit prices to the Owner at time of bidding.
Credit for the existing plants along the eastern buffer: (6) 2"-3" cal. Sassafras,
(11) 3"-12" cal. Locust, (6)
3.
All materials are subject to approval by the Owner or Owners representative. Provide the Owner with a tag from
10'-18" cal. Cherry, (5) 4"-8" cal. Ash, and (1) 10" cal. Maple will reduce the
required number of deciduous trees
each plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use
by 29; (32) 3"-12" cal. Cedars will reduce the required number of evergreen trees by 32.
plants which meet the normal requirements for the variety according to the American Association of Nurserymen.
4.
Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have
EXISTING PLANTS IN THE EASTER BUFFER WILL BE MAINTAINED IN GOOD CONDITION
AS REQUIRED TO MEET THE INTENT
adequate root systems.
OF THE ORDINANCE.
5.
Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet
minimum size on any plant will result in rejection of that plant.
Plants Provided: 262 plants total (108 shrubs, 79 deciduous trees, 75
evergreen trees)
6.
Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the
plan. All mulched beds shall be curvilinear in shape fallowing the contour of the plant mass. Apply a minimum of 4
inches of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the some bed.
Grade finished planting beds so as not to impede surface drainage.
7.
Locate trees a minimum of 3 feet from walls or walks, if possible.
B.
Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all
deciduous trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to
stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72".
9.
Use shredded hardwood bark mulch in all planting beds.
10.
Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants.
11.
All plant substitutions are permitted with consent from the Landscape Architect and the Frederick Co. Planning
Department.
12.
Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and
10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior
to installation.
13.
Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship
for a period of one year from time of installation.
14.
All existing plant materials shall remain unless otherwise noted on these plans.
15.
All plantings must conform to sec. 165-203.01 of the Frederick County Zoning Ordinance.
16.
No trees or shrubs shall be placed on Frederick Water easements.
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No. 021621
SURVEY:
C.I.:
P -L
1,
DRAWN BY:
JOB NO.
P -L
1711030
SCALE:
DATE:
AS SHOWN
3/25/20
SHEET:
13/1
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CON OB RING
AREA=5.93 FC
COMMERCIAL
If �/ ���.��OFF SRE CONTRIBi
AREA -0.72 AC
-'�"-- MOBILE HOME PARK
POST DEVELOPMENT WATER QUANTITY NARRATIVE
The site is located near a local high point. Under existing conditions, 5.51
acres including 0.72 acres from the adjacent mobile home park flow to the
Swale at the northern boundary. Under post development conditions, the
installation of a storm sewer system and with the grading of the site, 7.67
acres flow to the Swale at the northern boundary. The detention pond will limit
the peak discharge rates from the design storm events to acceptable rates as
shown below.
PREDEV 2 -YEAR 10 YEAR 100 YEAR
5.11 CFS 10.97 CFS 23.12 CFS
POSTDEV 2.64 CFS 3.31 CFS 5.19 CFS
PROPOSED CONDITIONS -DRAINAGE AREA EXHIBIT
IIEALAAA 21KWi:IV'Ill7[01III n ",IIIA;;
This site is the subject of existing Frederick County approvals including Rezoning
#10-05, Master Development Plan #09-06, and Subdivision Design Plan #19-07.
A stormwater management plan was submitted and approved along with the
Subdivision Design Plan on March 19, 2008. Construction of the entrance as
depicted on the Subdivision Design Plan was begun in 2019. This site plan is in
substantial conformance with the approved Subdivision Design Plan. No water
quality controls are proposed.
The property owner is responsible for the maintenance of the stormwater
management facility. The property owner will conduct inspections of the facility at
least once per year and after each measurable rainfall event of 1" within 24
hours.
Crossroads Commerce Center SWM POND NOAA24-hi 2 -Year Rainfall=2.80"
Prepared by {enter your company name here) Printed 4/1/2020
HydmCAM 10.00-25 sin 08684 @ 2019 HydroCAD software Solutions LLC
Summary for Subcatchment IS: PREDEV
Runoff = 5.11 cis @ 12.24 firs, Volume= 17,593 4, Depth, 0.88"
Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 1.00-24.01 hrs, dt= 0.03 hrs
NOAA 24 -hr B 2 -Year Rainfall=2.80"
Area (ac) CN Description
0.720 90 1/8 acre lots 65% imp, HSG C
4.790 74 >75% Grass cover. Good, HSG C
5.510 76 Weighted Average
5.042 91 .51 % Pervious Area
0.468 8.49% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (fVh) (fVsec) (ds)
11.5 100 0.0160 0.15 Sheet Flow, SEGMENT AS
Grass: Short n=0.150 P2=2.80"
2.7 441 0.0330 2.72 Shallow Concentrated Ftow, SEGMENT BC
GrassedWaterway 15.0 ftm15a ftm
14.2 541 Total
Prepared by (enter your company name here) Printed 4/1/2020
H WreCAD@ 10.00-25 sin 08684 @ 2019 HydroCAD Software solutions LLC
Summary for Subcatchment IS: PREDEV
Runoff = 10.97 cis@ 12.23 hrs, Volume= 36,2004, Depth> 1.81"
Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 1.00-24.01 hrs, dt= 0.03 hrs
NOAA24-hrB 10 -Year Rainfall=4.10"
acre
5.042 91.51 % Pervious Area
0.468 8,49%Impervious Area
Tc Length Slope Velocity Capacity Description
min) (feet) (fluff) (IVsec) (4s)
11.5 100 00160 0.15 Sheet Flow, SEGMENT AS
Grass: Short n-0150 P2= 2.80"
2.7 441 0.0330 2.72 Shallow Concentrated Flow, SEGI
Grassed Waterway Kv= 15.0 fps
14.2 541 Total
Prepared by (enter your company name here) Printed 4/12020
Hyd.CAO@ 10.00-25 sin 08684 @ 2019 HydroCAD Software Solutions LLC
Summary for Subcatchment 1S: PREDEV
Runoff = 23.12 cfs @ 12.22 hrs, Volume= 76,109 cf. Deplh> 3.81"
Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 1.00-24.01 hrs, dl= 0.03 hrs
NOAA 24 -hr B 100 -Year Rainfall=6.50"
acre
5.042 91.51% Pervious Area
0.468 8.49% Impervious Area
Description
,a rvv v.o,ov u. m anear new, xramcn Tao
Grass: Short n= 0.150 P2= 2.80"
2.7 441 0.0330 2.72 Shallow Concentrated Flow, SEGMENT BC
Grassed Waterway Kv= 15.0 fps
14.2 541 Total
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Prepared by (enter your company name here) Printed 4/1/2020
HydroCAD®10.00-25 sin 08684 @ 2019 HydroCAD Software Solutions LLC
Summary for Subcatchment 2S: POSTDEV
Runoff = 14.14 cfs @ 12.27 hrs, Volume= 53,911 cf, Depth> 2.06"
Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 1.00-24.01 hrs, dt= 0.03 hrs
NOAA 24 -hr B 2 -Year Rainfall=2.80"
0.720 90
118 acre lots, 65% imp, HSG C
0.570 87
1/4 acre lots, 38% imp, HSG D
5.930 94
Urban commercial, 85% imp, HSG C
7.220 93
Weighted Average
1.495
20.70% Pervious Area
5.725
79.30% Impervious Area
Tc Length
Slope Velocity Capacity Description
(min) (feet)
(f /ft) (fl/sec) (ds)
13.8 100 0.0100 0.12 Sheet Flow, SEGMENT AS
5.725 79.30% Impervious Area
Grass: Short n=0.150 P2=2.80"
18.8 100 Total
Crossroads Commerce Center SWM POND NCAA 24-hrB 10 -Year Rainfall=4.10"
Prepared by {enter your company name here} Printed 4/1/2020
HvdroCAD®10.00-25 sin 08684 @ 2019 HW oCAD Software Solutions LLC
Summary for Subcatchment 2S: POSTDEV
Runoff = 22.20 cfs @ 12.27 firs, Volume= 86,693 cf, Depth> 3.31"
Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 1.00-24.01 hrs, dt= 0.03 hrs
NOAA 24 -hr B 10 -Year Rainfall=4.10"
0.720 90 1/8 acre lots, 65% imp, HSG C
0.570 87 1/4 acre lots, 38% imp. HSG D
1.495 20.70% Pervious Area
5.725 79.30% Impervious Area
To Length Slope Velocity Capacity Description
Imir) (feet) (1110) (f/sec) (cfs)
13.8 100 0.0100 0.12 Sheet Flow, SEGMENT AS
Grass: Short n=0.150 P2=2.80"
5.0 Direct Eni
18.8 100 Total
Prepared by {enter your company name here} Printed 4/1/2020
HvdroCAD@ 10.00-25 s/n 08684 @ 2019 HydroCAD SofWare Solutions LLC
Summary for Subcatchment 2S: POSTDEV
Runoff = 36.87 cfs @ 12.27 has Volume= 148,375 cf Depth> 5.66"
Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 1.00-24,01 hrs, dt= 0.03 him
NOAH 24hr B 100 -Year Rainfa11=6.50"
Crossroads Commerce Center SWM POND NOAH 24 -hr B 2 -Year Rainfal1=2.80"
Prepared by {enter your company name here} Printed 4/12020
HvdrOCAD@ 10.00.25 sin 08684 @ 2019 HydroCAD Software Solutions LLC
Summary for Pond 3P: SWM POND
[44] Hint: Outlet device #3 is below defined storage
Inflow Area 314,503 sf, 79.30% Impervious, Inflow Depth> 2.06" for 2 -Year event
Inflow = 14.14 cfs @ 12.27 firs, Volume= 53,911 of
Outflow = 2.57 cfs @ 12.97 hrs, Volume= 53,824 cf, Atten= 82%, Lag= 41.5 min
Primary = 2.57 cfs @ 12.97 hrs, Volume= 53,824 cf
Routing by Stor-Ind method, Time Span= 1.00-24.01 firs, dt= 0.03 hrs
Peak Elev= 720.15'@ 12.97 hrs Surf.Area= 9,817 sf Storage= 22,793 d
Plug -Flow detention time= 85.5 min calculated for 53,824 cf (100% of inflow)
Center -of -Mass det. time= 84.5 min ( 886.8 - 802.3 )
Volume Invert Avail.Storage Storage Descnption
#1 717.00' 101,880 cf Custom Stage Data (Prismatic) Listed below (Recalc)
- Elevation Surf.Area Ino.Store Cum.Store
(feet) (sq -ft) (cubic -feet) (cubic -feet)
71/.00 1,100 0 0
718.00 7,450 4,275 4,275
719.00 8,530 7,990 12,265
720.00 9,645 9,088 21,353
721.00 10,810 10,228 31,580
722.00 12,020 11,415 42,995
723.00 13,290 12,655 55,650
724.00 14,600 13,945 69,595
725.00 15,970 15,285 84,880
726.00 18,030 17,000 101,880
#1 Primary 716.50' 18.0" Round Culvert
L=40.0' CPP, mitered to conform to fill, Ke= 0.700
Inlet/ Outlet Invert= 716.50'1716.00' S=0.01257' Cc= 0.900
n=0.011 Concrete pipe, straight & clean, Flow Area= 1.77 sf
#2 Device 1 725.00' 1.0" x 4.0" Horb, OrificefGrate X 4.00 columns
X 14 rows C= 0.600 Limited to weir flow at low heads
#3 Device 1 716.80' 8.0" Round Culvert
L= 12.0' CPP, mitered to conform to fill, Ke= 0.700
Inlet/ Outlet Invert= 716.80'/716.60- S=0.01677' Cc= 0.900
n= 0.010, Flow Area= 0.35 sf
maty OutFlow Max=2.57 cfs @ 12.97 hrs HW=720.15' (Free Discharge)
Culvert (Passes 2.57 Ors of 12.78 cis potential flow)
2=0r'dicaZwe ( Controls 0.00 cls)
3: Culvert (Inlet Controls 2.57 cfs @ 7.38 fps)
Crossroads Commerce Center SWM POND NOAA 24 -hi 10 -Year -Rain
Prepared by fenter Your companv name here} Printed
Summary for Pond 3P: SWM POND
(44] Hint: Outlet device #3 is below defined storage
Inflow Area 314,503 sf, 79.30% Impervious, Inflow Depth> 3.31" for 10 -Year event
Inflow = 22.20 ds @ 12.27 hrs, Volume= 86,693 cf
Outflow = 3.19 ds @ 13.10 hrs, Volume= 86,550 cf, Atlen= 86%, Lag= 50.0 n
Primary = 3.19 cis @ 13.10 hrs, Volume= 86,550 cf
Routing by Stor-Ind method, Time Span= 1.00-24.01 hrs, dt= 0.03 hrs
Peak Elev= 721.77' @ 13.10 hrs Surf.Area=11.747 sf Storage= 40,319 cf
Plug -Flow detention time= 124.7 min calculated for 86,550 cf (100% of inflow)
Center -of -Mass det. lime= 123.7 min (914.6-791,0
)
Device Routing Invert Outlet Devices
#1 Primary 716.50' 18.0" Round Culvert
L= 40.0' CPP, mitered to conform to fill, Ke= 0.700
Inlet] Outlet Invert= 716.50'/716.00' S=0.01257' Cc= 0.900
n=0.011 Concrete pipe, straight&clean, Flow Area=1.77sf
#2 Device 1 725.00' 1.0" x 4.0" Horiz. ONOce/Grate X 4.00 columns
X 14 rows C= 0.600 Limited to weir flow at low heads
#3 Device/ 716.80' 8.0" Round Culvert
L= 12.0' CPP, mitered to conform to fill, Ke= 0.700
Inlet/Outlet Invert- 716.80'/716.60' S=0.0167'! Cc=0.900
n=0.010, Flaw Area= 0.35 sf
PrimaryOutFlow Max=3.19 ds @ 13.10 hrs HW=721.77' (Free Discharge)
t1=Culvert (Passes 3.19 cfs of 15.97 cfs potential flow)
�2=Orifice/Grate ( Controls 0.00 cfs)
3=Culvert (Inlet Controls 3.19 ds @ 9.15 fps)
Crossroads Commerce Center SWM POND NOAA 24-hr8 100 -Year Rainfall= W.
Prepared by {enter your company name here} Printetl 4/1/2020
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