HomeMy WebLinkAbout05-07 Matan Development - Office-Warehouse - Stonewall - Backfile (2)GENERAL NOTES
1. Methods and materials used in the construction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
construction, :must be provided prior to issuance of the site development permit. The approval of these plans in
no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
Control Handbook.
3. A permit', must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) and Frlederick County prior to construction in existing State right-of-way.
4. Approval I of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
required undelr State law.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
Virginia Deparltment of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning 'signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devicels (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
on the plans and as required at the field inspection.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. information should also be obtained from the appropriate authority concerning permits, cut sheets,
and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of the Frederick County Sanitation Authority.
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right-of-way.
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site
development permits.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The 'relocation should be done prior to construction.
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
engineer must be notified immediately.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements in this note.
23. Contracto s shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of
excavation or demolition. Names and telephone numbers of the and operators underground utility lines in
Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
24. All utilities to be located underground.
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc.
FCSA CONSTRUCTION NOTES
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval.
3. The contractor shall adhere to the standards and specifications in effect at the time of construction.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
6. When an existing water main is tapped for the installation of a new line:
a) The Authority shall furnish all labor and material.
b) The contractor must:
1. make I application and pay deposit
2. mark the tap location.
3. coordinate installation with the engineering -assistant.
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector.
8. The Authority's maintenance department shall furnish and install all water meters through 2" in size.
It is the contractor's responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed:
a) The meter box, with its frame and cover, must be properly aligned with the coppersetter.
b) The frame and cover shall be set to final grade.
c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches.
d) All components of the meter box assembly shall be in proper working order.
9. For water and sewer services that connect to existing lines:
a) The location of the service lateral is to be coordinated with the Authority's engineering assistant.
b) An Appilication for Service must be made and fees paid before work will begin.
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the
property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the
meter.
e) The Authority will install all sewer laterals.
10. Any water 'service line must have a backflow prevention assembly (double check valve or RPZ,
as required). The assembly must meet ASSE standard No. 1015 or 1013.
11. All fire line's shall have a backflow prevention assembly (detector double check valve or RPZ, as required).
The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a
fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read
remotes are re quired.
12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and
its backflow prevention device, and/or 2) the fire service line's backflow prevention device.
HANDICAPPED PARKING NOTE
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
VDOT GENERAL NOTES
Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia
Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a
discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall
govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health
Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in
accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control
flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic
signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the
sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict
with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from
this responsibility.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject
to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision
shall be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use
permits for any work within VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held
by the engineer and/or developer with the attendance of the contractor, various County agencies, utility
companies and VDOT prior to initiation of work.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required
or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent
public roadway via a construction entrance that is constructed and maintained in accordance with Section
3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected
by this project shall be maintained through construction. The Developer shall have, within the limits of the
project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion
and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous
basis for proper installation and operation. Deficiencies shall be promptly rectified.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end
of construction.
Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum
thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict
points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered
during the course of construction shall be immediately brought to the attention of the engineer and VDOT.
Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved
by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be
present to insure the sample obtained is representative of the location. When soil samples are submitted to
private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project
to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards
and procedures.
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted
in six (6) inch lifts to 95% of theoretical 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 right-of-way. At the
direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT
Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless
specified otherwise.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as
specified by VDOT.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet
VDOT minimum design standards and is the responsibility of the developer.
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the
Manual On Uniform Traffic Control Devices.
V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the
start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way
must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader.
Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road
and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified
copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking
stone depths, a VDOT representative shall be notified .and given the opportunity to be present during the
construction and testing of the density control strip
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge
Specifications. Density shall be determined using the density control strip as specified in Section 315 and
VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be
submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the
opportunity to be present during the construction and testing of the control strip.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger
shall be explored below the bottom of the excavation to determine the type and condition of the foundation.
The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to
placing pipe. Foundation designs shall comply With VDOT Road and Bridge Standard PB-1. Where soft, yielding,
or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation
stabilization shall be determined by the engineer and approved by VDOT.
V22. Approval of these plans shall expire three (3) years from the date of the approval letter.
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified
by VDOT.
V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in
accordance with VDOT's installation criteria. ]Final approval of the guardrail layout to be given by VDOT after
grading is mostly complete.
FIRE MARSHALL'S NOTE
Fire lane markings and signage:
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshall's Office.
TRIP GENERA TION DATA
CLASS USE * TRIP RATE TRIP RATE USE VPD
710 OFFICE 66,000 S.F. 11.01 PER 1,000 SY 11 PER 1,000 S.F. 726
150 WAREHOUSE 8 EMPLOYEES 3.89 PER EMPLOYEE 4 PER EMPLOYEE 32
* TA EN FROM ITE TRIP GENERATIO1 7TH EDITION
UTILITY CONTA CTS
Water/ Frederick County Sanitation Authority Phone: Verizon
Sewer: P.O. Box 1877 P.O. Box 17398
Winchester, VA. 22604 Baltimore, MD 21297
(540) 868-1061 (301) 954-6282
Power: Allegheny Power Gas: Shenandoah Gas Co.
P.O. Box 1458 P.O. Box 2400
Hagerstown, MD 21741 Winchester, VA 22604
1-800-654-3317 (540) 869-1111
Virginia Utility Protection Service 1-800-552-7001
LEGEND VICINITY MAP a
EXISTING INTERMEDIATE CONTOUR 330 SCALE: 1" = 2000' Z
EXISTING INDEX CONTOUR 330
PROPOSED CONTOUR 400
EX E/P :µ ;..
EXISTING EDGE OF PAVEMENT - •.� , Alm
PROPOSED PROPOSED EDGE OF PAVEMENT PROP E/P O �� , �
W
EXISTING CURB AND GUTTER EX C&G �\ Z
PROPOSED CURB AND GUTTER PROP C&G - -�'- ex _ tooLo,r BJe sat R � � f
TRANSITION FROM CG-6 TO CG-6R CG-6 CG-6R # „ 12 y Z
UJ
EXISTING TELEPHONE LINE �.1� �g " ,. •�R•� , `„'" ! CD 00
00
w C
PROPOSED TELEPHONE LINE -
a� SITE , lie 4 low o
EXISTING STORM SEWER EX. 15" RCP '� /�� ,%t ,'�- w Q �t '0 co CO o
m mf^'nm 1219 b i .n. x •� CO b!1
PROP. 15" RCP ,wx , -1
6
PROPOSED STORM SEWER Qj`�¢� �- "" s '°° � rit
•,� Z x C\1
EXISTING SANITARY SEWER ��� „- � � • '°` W y, o o (U
PROPOSED SANITARY SEWER 300- f ` •" W 0
Q. e• oY
EXISTING ELECTRIC SERVICE "`� 0
PROPOSED ELECTRIC SERVICE SHEET INDEX
EXISTING GAS LINE
COVER SHEET
PROPOSED GAS LINE N 0 0,
PROFFER SHEET 2 0
PROPERTY LINE OVERALL LAYOUT 3
EROSION & SEDIMENT CONTROL NARRATIVE 4 w co
FLOW LINE - -- - y- EROSION & SEDIMENT CONTROL PHASE I 5
FENCELINE EROSION & SEDIMENT CONTROL PHASE II 6
EXISTING POWER POLE EROSION & SEDIMENT CONTROL DETAILS 7
GEOMETRY & UTILITY PLAN 8 z
EXISTING TELEPHONE PEDESTAL 0 GRADING PLAN 9 w
EXISTING WATERLINE W/ TEE may-- STORM WATER MANAGEMENT COMPS AND NARRATIVE 10 00
T i STORM SEWER PROFILES & COMPUTATIONS 11
PROPOSED WATERLINE W/ TEE � Z
FCSA DETAILS & WATERLINE PROFILES 12 O z
EXISTING FIRE HYDRANT VDOT & SITE DETAILS 13 Z
EXISTING WATER VALVE LANDSCAPE PLAN 14 z
W a
PROPOSED WATER METER
PROPOSED REDUCER W
a
STOP SIGN `� W
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES A,2
W 0
HANDICAP PARKING \
VEHICLES PER DAY COUNT A C\2
100
PROPOSED BUILDING ENTRANCE --- THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION
PROPOSED STREET NAME SIGN PROJECT INFORMA TION�
PROPOSED SANITARY LATERAL CLEANOUT SITE LOCATION YARDMASTER COURT & MARTINSBURG PIKE INTERSECTION MARK D. ITH �
SANITARY MANHOLE IDENTIFIER 12 PARCEL IDENTIFICATION NO. 44-A-75 N0, 022837
LOT AREA 8.69 AC. OAA
STORM DRAIN STRUCTURE IDENTIFIER O DISTURBED AREA 8.12 AC. SS,1,0 L
CURRENT ZONII4C B3
EASEMENT LINE -
CURRENT USE VACANT
CENTERLINE PROPOSED USE OFFICE/WAREHOUSE
EXISTING SPOT ELEVATION X 735.4 SIGNS: NONE PROPOSED. FUTURE SIGNAGE MUST CONFORM WITH THE
STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY
PROPOSED SPOT ELEVATION X35 ZONING ORDINANCE.
EXISTING TREE LINE OUTDOOR LIGHTA71IG: NONE PROPOSED. ANY FUTURE LIGHTING SHALL CONFORM TO
SEC. 165-35A OF THE FREDERICK COUNTY ZONING ORDINANCE.
ALL OUTDOOR LIGHTING SHALL BE ARRANGED DEFLECT GLARE
SUR VEY AND TOPOCRAPHIC INFORMA TION AWAY FROM ADJOINING PROPERTIES AND PUBLIC
STREETS..
BUILDING HEIGHT: MAXIMUM ALLOWED=35' PROPOSED=28'
1. Boundary survey was performed by: BUILDING SETBACKS: REQUIRED: FRONT: 35' PROPOSED: FRONT: 103.02'
GREENWAY ENGINEERING Dated: XX^/XX/XX SIDE: 15' SIDE: 222.19' Z E-,
REAR: 100' REAR: 102.28' W U
2. Aerial, horizontal and vertical control surveys were PARKING CALCULATIONS
performed by: GREENWAY ENGINEERING 20XX F.A.R. CALCULATIONS X
(Year) LOT AREA = 378,536 S.F. REQUIRED PARKING: U) �
PROP BUILDING = 66,000 S.F. OFFICE = 1 SPACE PER 250 S.F. W I.." 3. Aerial topographic mapping performed by: WAREHOUSE = 1 PER EMPLOYEE
Dated: XX/XX/XX 66,000 S.F./ 378,536 = 0.17 F.A.R. (n
OPEN SPACE CALCULATIONS OFFICE AREA = 54,000 S.F./250 S.F. O
0 WNERS CERTIFICATE 25% OPEN SPACE REQUIRED = 216 SPACES REQUIRED W J = �7,
8.69 AC.. X 0.25 = 2.17 AC. WAREHOUSE = 8 EMPLOYEES W �'
The foregoing Site Plan of the land of OPEN SPACE PROVIDED = 5.49 AC. OR 63% 8 SPACES REQUIRED x W Ew..., O
MATAN DEVELOPMENT TOTAL SPACEIS REQUIRED = 224 > U
is with the free consent and in accordance with the desires TOTAL SPACES PROVIDED = 224
of the undersigned owners, properties and trustees if any. HANDICAP SPACES REQUIRED = 201 TO 300 SPACES > U
7 SPACES REQUIRED O
HANDICAP SPIACES PROVIDED = 7U.
U W
DATE LOADING SPACES U. '� Q
1 SPACE/40,000 S.F. WAREHOUSE Z O
APPROVAL 12,000 S.F./4E0,000 S.F.=1 SPACE w
1 SPACE FOR; 30,000 S.F. - 100,000 S.F. OFFICE Z
54,000 S.F.=11 SPACE O
TOTAL LOADINIG SPACES REQUIRED = 2 SPACES E-'
FREDERICK COUNTY ZONING ADMINISTRATOR DATE TOTAL LOADINIG SPACES PROVIDED = 14 SPACES U1
*APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
YEARS FROM THE DATE OF PLANNING APPROVAL
Project Name: Project Number:
MATAN DEVELOPMENT
3949M
Magisterial District: Date of Plan: (Month, Day, Year)
STONEWALL MAGISTERIAL DISTRICT DEC. 1, 2006
Owner: Address, Including Zip Code & Telephone No. DATE: DEC. 1, 2006
HC 34 BOX 30
ADAMS DEVELOPMENT GROUP, INC. BLOOMERY, WV 26817
(540) 539-3599 SCALE: N/A
Developer: Address, Including Zip Codle & Telephone No.
4600 WEDGEWOOID BLVD. SUITE A DESIGNED BY. EJG
MATAN DEVELOPMENT FREDERICK, MAR`.YLAND 21703
(301) 694-9200 FILE NO. 3949M
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE SHEET 1 OF 14
GREENWAY ENGINEERING WINCHESTER, VA 22602
(540) 662-4185 06-102
Q
Greenway Engineering February 18, 2005 Adams Development Group, Inc.
Rezoning
PROPOSED PROFFER STATEMENT
REZONING: RZ#
Industrial Transition District (133) with Proffers to Industrial
Transition District (133) with Revised Proffers
PROPERTY: 59.71 acres +/-;
Tax Parcel #44-((A))-75
RECORD OWNER: Adams Development Group, Inc., Robert C. Adams, President
APPLICANT: Adams Development Group (here -in after "the Applicant")
PROJECT NAME: Adams Commercial Center
ORIGINAL DATE
OF PROFFERS: June 21, 2004
REVISION DATE: February 18, 2005
Preliminary Matters
Pursuant to Section 15.2-2296 Et. Seq. of the Code of Virginia, 1950, as. amended, and
the provisions of the Frederick County Zoning Ordinance with respect to conditional
zoning, the undersigned Applicant hereby proffers that in the event the Board of
Supervisors of Frederick County, Virginia, shall approve Rezoning Application # 0 2 — 0 5
for the rezoning of 59.71-acres from the Industrial Transition (133) District with Proffers
to the Industrial Transition (133) District with Revised Proffers, development of the
subject property shall be done in conformity with the terms and conditions set forth
herein, except to the extent that such terms and conditions may be subsequently amended
or revised by the Applicant and such be approved by the Frederick County Board of
Supervisors in accordance with the said Code and Zoning Ordinance. In the event that
such rezoning is not granted, then these proffers shall be deemed withdrawn and have no
effect whatsoever. These proffers shall be binding upon this Applicant and their legal
successors, heirs, or assigns.
The subject property, more particularly described as the lands owned by Adams
Development Group, Inc. being all of Tax Map Parcel 44-((A))-75 and further described
by Boundary Survey Plat prepared by Edward W. Dove, L.S., dated July 29, 2003 (see
attached Boundary Survey Plat).
File #3949/EAW
Greenway Engineering
February 18, 2005 Adams Development Group, Inc.
Rezoning
G.) Corridor Appearance Enhancements
The applicant hereby proffers to enhance the appearance of the Martinsburg Pike (U.S.
Route 11) corridor through the implementation of a low-level earth berm and landscaping
along the frontage of the subject property. This enhancement will be located within a 20-
foot wide green strip that is located immediately adjacent to and on the west side of the
dedicated 20-foot right-of-way strip, which will contain an earth berm that is 2-feet in
height with low-lying shrubs and a single row of deciduous flowering trees that are a
minimum of 1 % caliper and planted on 30-foot centers. This corridor appearance
enhancement will be designed to ensure that sight distance is not negatively impacted at
the commercial entrance to the subject property, and will be provided in conjunction with
the installation of the commercial entrance.
H.) Stormwater Quality Measures
The applicant hereby proffers that all commercial site plans submitted to Frederick
County are designed to implement best management practices (BMP) to promote
stormwater quality measures. A statement will be provided on each commercial site plan
identifying the party or parties responsible for maintaining these BMP facilities as a
condition of site plan approval. The Applicant will ensure that the south buffer fence is
located on the northern side of the stormwater management area channel and will utilize
plantings recommended for riparian zones by the Virginia Department of Forestry to
further protect and enhance this area.
I.) Monetary Contribution to Offset Impact of Development
The undersigned owner of the above -described property hereby voluntarily proffers
that in the event rezoning application #0 2 — 0 5is approved, the undersigned will pay to
the Treasurer of Frederick County, Virginia the following amount:
$ .0151 building square foot
This payment, potentially totaling $8,325 is intended to offset the additional cost to
Frederick County, and more specifically Frederick County Fire and Rescue, due to an
increased demand on public services. The proffer increments will be paid at the time
of the building occupancy permits.
File 93949/EAW 4
Greenway Engineering February 18, 2005 Adams Development Group, Inc.
Rezoning
A.) Generalized Development Plan
The Applicant hereby proffers to develop the 59.71-acre property in substantial
conformance with a Generalized Development Plan approved as part of the rezoning
application. The Generalized Development Plan is intended to delineate the general
location and relationship of land bay uses.
B.) The following maximum building square footages are proffered for the land uses
identified below. The building square footages are established to ensure that the
vehicle per day (VPD) generation for the permitted land uses will not exceed 4,603
VPD based on ITE Trip Generation 7th Edition volumes.
1. Office 120,000 square feet
2. Building Materials & Lumber Store 25,000 square feet
3. Wholesale 150,000 square feet
4. Warehouse 120,000 square feet
5. Self-service storage facility 140,000 square feet
TOTAL BUILDING AREA 555,000 square feet
C.) Transportation
1.) Access to Martinsburg Pike (US Route 11)
Direct access to Martinsburg Pike (US Route 11) will be provided through a single
shared commercial entrance to provide ingress and egress for all uses within this site.
This shared commercial entrance will be located so as to align with the existing
commercial entrance to the APAC site located on the opposite side of Martinsburg
Pike.
2.) Turn lane — Martinsburg Pike (US Route 11)
The Applicant hereby proffers to install a right -turn deceleration lane at the entrance
on Martinsburg Pike (US Route I I).
3.) Additional Right-of-way Dedication
In the interest of future area transportation plan improvements, the applicant hereby
proffers to dedicate to the Commonwealth of Virginia twenty (20) feet of additional
right-of-way on the Martinsburg P'ike (US Route 11) frontage of the property.
File 93949/EAW 2
Greenway Engineering February 18, 2005 Adams Development Group, Inc.
Rezoning
J.) Signatures
The conditions proffered above shall be binding upon the heirs, executors, administrators,
assigns and successors in the interest of the Applicant and owner. In the event the
Frederick County Board of Supervisors grants this rezoning and accepts the conditions,
the proffered conditions shall apply to the land rezoned in addition to other requirements
set forth in the Frederick County Code.
Respectfully Submitted:
ADAMS DEVELOPEMNT GROUP, INC.
BY: _T/X/ l / Z
obert C. Adams, President Date
Commonwealth of Virginia,
City/County of yrl� ,herf C-a coo n�T To Wit:
}h The foregoing instrument was acknowledged before me this 0 day of ,, oxc-r
20 05byrk-(,\(AY1 1 S
Notary Public
My Commission Expires / nCl o
File #3949/EAW
5
Greenway Engineering
February 18, 2005 Adams Development Group, Inc.
Rezoning
4.) Corridor Improvements, Signalization
In recognition of offsite transportation impacts, the Applicant hereby proffers to
contribute a prorated share of the cost of signalization improvements in the area of
Interstate-81 Exit 321. The Virginia Department of Transportation (VDOT) will
determine the appropriate location for signalization improvements and will determine
when this improvement is warranted. The Applicant will enter into a signalization
agreement with VDOT that will provide a one-time contribution towards the cost of
signalization in a prorated amount to be determined by VDOT based upon the traffic
volume generated by the developed portion of the subject property.
D.) Outdoor Storage Buffer
The Applicant hereby proffers to preserve a continuous strip of existing vegetation on
the west side of the Winchester and Western Railroad, as identified on the
Generalized Development Plan, to screen the outdoor storage area from the MH-1
property to the southwest. The Applicant will preserve a minimum depth of fifty (50)
feet of the existing vegetation adjacent to that approximately 242 foot portion of the
property line shared with the M14-1 zoned property to the south. Should such existing
vegetation be deemed insufficient screen by the Zoning Administrator at the time of
site plan review, the vegetative area will be supplemented with additional landscaping
and/or opaque structures as needed to meet ordinance standards.
E.) North Buffer
The applicant hereby proffers to utilize a minimum six foot high earthen berm, rather
than a fence, as the opaque element within the one -hundred foot wide Category "C" full
screen adjacent to properties to the northeast.
F.) South Buffer
The applicant hereby proffers to utilize a minimum six foot high fence, rather than
earthen berm, as the opaque element within the one -hundred foot wide Category "C" full
screen adjacent to properties to the south.
File #39491EAW
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FILE NO. 3949M
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MATAN DEvE
EROSION AND BED CO VIWL NARRATIVE
THE PURP05E OF THI5 PROJECT 15 THE CONSTRUCTION OF
A 66,000 SF OFFICEAJAREHOUSE BUILDING IN THE ADAM'5
DEVELOPMENT GROUP BUSINESS CENTER THE SITE IS LOCATED AT THE
INTERSECTION OF MARTINSBURG PIKE (US RT. II) AND YARDMASTER
COURT, JUST NORTH OF THE JORDAN SPRINGS ROAD (US RT. 664)
INTERSECTION. THE SITE CONSISTS OF THE CONSTRUCTION OF 54000 SF
OF OFFICE SPACE AND 12,000 SF OF WAREHOUSE AREA WITH
ASSOCIATED UTILITIES AND PARKING ON 8.68 ACRES. A TOTAL OF
APPROXIMATELY 8 ACRES WILL BE DISTRUBED DURING CONSTRUCTION.
DATE OF CONSTRJ lC* CONSTRUCTION WILL BEGIN FOLLOWING PLAN
APPROVAL AMC) WILL TAKE APPROXIMATELY 51X (6) MONTHS TO
COMPLETE.
EXIBTWO SITE CONDIT a& THE MAJORITY OF THE PROPOSED SITE IS
AN OPEN GRASSED FIELD WITH A GRAVEL ROAD RUNNING PARALLEL
TO YARDMASTER COURT. THERE 15 A SMALL ROCK OUTCCOP ON SITE.
THE SITE GENERALLY DRAINS TO THE SOUTHEAST AT AN AVERAGE OF
2.5%.
SOIM THE EXISTING SOIL CONDITIONS WERE OBTAINED FROM
THE USDA SOILS SURVEY. THE PREDOMINANT SOIL TYPE ON SITE
IS FREDERICK-POPLIMENTO LOAMS WITH SLOPES BETWEEN 2%
AND 1% (145). THI5 501L TYPE 15 SAID TO HAVE MODERATE TO
MODERATEYLY SLOW PERMEABILITY. SURFACE RUNOFF 16 MEDIUM
AMC) THE EROSION HAZARD IS MODERATE. THERE IS A SMALL
AREA OF FREDERICK-POPLIMENTO LOAM5 WITH SLOPES BETWEEN
1% AND 15% AMC) VERY ROCKY 06C). ADDITIONALLY THERE 15 A
SMALL AREA OF CARBO-OAKLET-ROCK OUTCROP COMPLEX WITH
SLOPES BETWEEN 2% AND 15% (lC).
ARIACENT AIWA& THE 51TE IS BOUNDED ON THE NORTH BY RA
ZONED RESIDENTIAL USE PROPERTY, ON THE EAST BY
MARTINSBURG PIKE (US RT. 11), ON THE SOUTH BY YARDMASTER
COURT AND ON THE WEST BY 5-3 ZONED PROPERTY THAT IS TO BE
DEVELOPED.
OFFOiTE AREA& THERE ARE NO OFFSITE DISTRUBANCES
ASSOCIATED WITH THIS DEVELOPMENT.
ER10" AND 8EDkNT CONTROL MEAEAW& UNLE55 OTHERUJ15E
INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
STW ICiURAL hEABIW&
FRAN 6
INSTALL TEMPORARY CONSTRUCTION ENTRANCE WITH WASH RACK
(3.02) AT EXISTING ENTRANCE TO THE SITE ON YARDMASTER COURT TO
MINIMIZE MUD CARRIED ONTO ROADWAY.
TEMPORARY DIVERSION DIKES (3.09) SHALL BE INSTALLED AS SHOWN ON
THE PLANS TO DIVERT CLEAN WATER AROUND THE SITE.
INSTALL TEMPORARY SEDIMENT TRAPS (3.13) AS SHOWN ON PLAN AMC)
CONSTRUCTED AS A PHASE I CONTROL MEASURE PRIOR TO CLEARING
THE SITE. IT SHALL DETAIN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY
OF SEDIMENT TO SETTLE OUT PRIOR TO LEAVING THE SITE.
TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332)
SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND
AS NEEDED TO STABILIZE DISTURBED AREAS.
SILT FENCE (3.05) SHALL BE INSTALL AS SHOWN ON THE PLANS TO
INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT -LADEN RUNOFF
DURING CONSTRUCTION.
ROCK CHECK DAMS (320) SHALL BE INSTALLED IN DITCH LINE AS
SHOWN ON PLANS TO CONTROL FLOW VELOCITIES AND REDUCE
POTENTIAL DITCH EROSION.
FILL SLOPE SURFACE SHALL BE LEFT IN A ROUGHENED CONDITION TO
REDUCE EROSION. CONTRACTOR SHALL REDIRECT THE CONCENTRATED
FLOW AWAY FROM THE FILL SLOPE BY INSTALLING DIVERSION DIKE
AMC) DIVERT THE RUNOFF TO SEDIMENT TRAPS OR SEDIMENT BASINS.
ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE
PROJECT.
CULVERT INLET PROTECTION (3-08) SHALL BE PLACED AT THE INLET OF ALL CULVERTS
TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AMC) BEING TRANSFERRED
DOWM STREAM.
OUTLET PROTECTION (3.18) SHALL BE PLACED ON THE OUTLETS OF ALL STORM SEWER
PIPES, CULVERTS AMC) CURB CUTS TO REDUCE EROSION, UNDERCUTTING AND
VELOCITIES
TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON
ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED
AREAS.
ADDITIONAL ROCK CHECK DAMS (3.20) SHALL BE INSTALLED IN DITCH
LINE AS SHOWN ON PLANS TO CONTROL FLOW VELOCITIES AMC) REDUCE
POTENTIAL DITCH EROSION.
MANAC01W STMTEWEs
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING
OPERATIONS WILL BEGIN AMC) END AS QUICKLY AS POSSIBLE.
THE 51TE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE
INSTALLATION AND MAINTENANCE OF ALL EROSION AND
SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE
MEASURES THROUGHOUT THE PROJECT 15 CRITICAL TO THE
EFFECTIVENESS OF THE PROGRAM.
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE
CONTROLS SHALL BE CLEANED UP AND REMOVED.
ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER E GAS
SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND
MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE
THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME.
ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED
WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING.
DRAINAGE SWALE5 SHALL BE STABILIZED WITH CHECK DAMS
UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH
TIME THE CHECK DAMS SHALL BE REMOVED.
DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AMC)
SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE
NECE55ARY DUE TO CONTRACTOR PHASING OR OTHER
UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE
SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND
CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE
INSTALLED ACCORDING TO THE STANDARDS AMC)
SPECIFICATIONS IN THE VIRGINIA EROSION AMC) SEDIMENT
CONTROL HANDBOOK
MAINTENANCE P
ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE
SITE SUPERINTENDENT OR H15 REPRESENTATIVE AND WITHIN 24
HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES
OF RAIN PER 24-HOUR PERIOD. ANY DAMAGED STRUCTURAL
MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY.
SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE
THAT A GOOD STAND OF GRASS 15 MAINTAINED. ALL AREAS
SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS
IS ESTABLISHED.
TRAPPED SEDIMENT 15 TO BE REMOVED AS REQUIRED TO
MAINTAIN 50 % TRAP EFFICIENCY AND DISPOSED OF BY
SPREADING ON SITE.
INLET PROTECTION SHALL BE CHECKED REGULARLY FOR
SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET 15 CLOGGED BY
SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED
IMMEDIATELY.
THE CONTRACTOR 15 RESPONSIBLE FOR KEEPING EXISTING
PUBLIC ROADS IN A CLEAN, DUST AMC) MUD FREE, CONDITION
AT ALL TIMES.
1. HOLD PRE -CONSTRUCTION MEETING ON SITE WITH INSPECTOR
2. INSTALL CONSTRUCTION ENTRANCE.
3. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES
ONLY (PHASE I DIVERSION DIKES AND NOTED STORM SEWER).
2. PLACEMENT OF SEDIMENT CONTROL DEVICES.
3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING
GRADING OPERATIONS.
4. CLEAR AND GRUB REMAINDER OF SITE.
5. ROUGH GRADE SITE.
6. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL.
1. FINAL GRADING.
S. RESTORATION AMC) STABILIZATION OF DISTURBED AREAS.
9. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH
THE APPROVAL OF THE INSPECTOR -
NM THE FREDERICK COUNTY PUBLIC WORKS AND
ENGINEERING DEPARTMENT RETAIN THE RIGHT TO ADD AND/OR
MODIFY THESE ER06ION AND SEDIMENT CONTROL MEASURES
DURING THE CONSTRUCTION PROCESS, WITHIN REASON, TO
ENSURE ADEQUATE PROTECTION TO THE PUBLIC AND THE
ENVIRONMENT.
BEEPING SCHEDULE WIL STABILIZATION&
1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH
SECTION 332 OF THE VESCH.
2. SPREAD TOPSOIL AT A MINIMUM DEPTH OF FOUR (4)
INCHES.
3. INCORPORATE PULVERIZED AGRICULTURAL LIMESTONE INTO
THE TOPSOIL AT A RATE OF 92 LBS. PER 1,000 SQUARE FEET
(2 TONS PER ACRE).
4. FERTILIZE WITH 10-10-10 FERTILIZER AT A RATE OF 23
LB5 PER 1,000 SQUARE FEET (1,000 LBS PER ACRE).
5. SEED ALL AREAS WITH A SEED MIX CONSISTING OF 6l q,
KENTUCKY 31 TALL FESCUE AND 33% RED TOP CLOVER
6. MULCH ALL SEEDED AREAS WITH STRAW MULCH APPLIED
AT A RATE OF 3,500 L55 PER ACRE ANCHORED WITH CUTBACK
OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS
PER ACRE.
DUST CONTROL:
1. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS
SUBJECT TO LITTLE ON NOCONSTRUCTION TRAFFIC.
2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE
SPRINKLED WITH WATER UNTIL THE SURFACE 15 WET AND REPEATED AS
NEEDED TO CONTROL DUST
MINIMUM CONSTRUCTION
STANDARDS NARRATIVE
AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE
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CONSISTENT WITH THE VSECH FOR 4VAC50-30-40 MINIMUM STANDARDS:
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1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED
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AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE 15 REACHED ON ANY PORTION OF THE
SITE. TEMPORARY SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO
DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR
LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS
THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR
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2. DURING CONSTRUCTION OF THE PROJECT, 501L STOCKPILES AND BORROW AREAS
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CONTRACTOR 15 RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT
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STABILIZATION OF ALL SOIL STOCKPILES ON 51TE AS WELL AS BORROW AREAS AND
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3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS
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MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
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4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN
ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE
LAND DISTURBANCE TAKES PLACE.
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5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS
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DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
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6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE CONSTRUCTED BASED UPON THE
TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN.
A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS
PER ACRE OF DRAINAGE AREA AMC) THE TRAP SHALL ONLY CONTROL DRAINAGE
AREAS LESS THAN THREE ACRES.
B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM
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DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE
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CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A
SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE
OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE
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BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF
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COEFFICIENTS USED IN RUNOFF A BARE EARTH CONDITION OF THOSE CONDITIONS
EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED.
1. CUT AMC) FILL SLOPES SHALL BE DESIGNED AMC) CONSTRUCTED IN A MANNER THAT
WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY
WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH
ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.
8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS W
CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR 1i
SLOPE DRAIN STRUCTURE. 0
9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER
PROTECTION SHALL BE PROVIDED.
10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION
SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE
CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO
REMOVE SEDIMENT.
11. BEFORE NEWLY CONSTRUCTED 5TORMWATER CONVEYANCE CHANNELS OR PIPES ARE
MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED
TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE
CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE
TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE
THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION.
NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND
COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY
NONEROD15LE COVER MATERIALS.
13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE
THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING
CONSTRUCTION OF NONERODIBLE MATERIAL SHALL BE PROVIDED.
14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO
WORKING OR CROSSING LIVE WATERCOURSES SHALL BE MET.
15. THE BED AMC) BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY
AFTER WORK IN THE WATERCOURSE IS COMPLETED.
16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE
FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL 51DE OF TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED
THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A
MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE
PROPERTY.
D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN
ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC
ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY
VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT 15 TRANSPORTED
ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED
THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL
DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT 15
REMOVED IN THIS MANNER THIS PROVISION SHALL APPLY TO INDIVIDUAL
DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES.
18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
REMOVED WITHIN 30 DAYS AFTER FINAL 51TE STABILIZATION OR AFTER THE
TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY
THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL
AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE
PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO
EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE
PERM1551ON OF THE FREDERICK COUNTY INSPECTOR
19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE
PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES
IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF.
20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE
EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AMC)
BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE.
nAA5'!�Y
MARK D, SMITH
NO.022837 611
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FILE NO. 3949M
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06-102
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ENTRANCE
SILT FENCE
STOW DRAIN INLET PROTECTION
CULVERT INLET PROTECTION
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TEMPORARY SEDIMENT TRAP
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ROCK CHECK DAMS
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NO. KEY SYMBOL DESCRIPTION
302 O TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
3.05 O X X x SILT FENCE
3.01 IS STORM DRAIN INLET PROTECTION
308 CIP CULVERT INLET PROTECTION
305 TEMPORARY DIVERSION DIKE
3.13 TEMPORARY SEDIMENT TRAP
3.18 O OUTLET PROTECTION
320 CD - -' --' ROCK CHECK DAMS
LIMITS OF CLEARING 4 GRADING
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RESPONSIBLE LAND DISTURBER
NAME: John P. VandeLaar
CERTIFICATION ": 21968
DATE: 5/19/08
THE RESPONSIBLE LAND D15TUR5ER
15 THE PARTT' RESPONSIBLE FOR
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SCALE:--iiiiia
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DATE: DEC. 1, 2006
SCALE: 1" = 40'
DESIGNED BY: EJG
FILE NO. 3949M
SHEET 6 OF 14
06-102
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STONE CONSTRUCTION ENTRANCE
70' M/N. I EXISTING -
PA"ENT
AI
FlLTER CLOTH--'6" MIN. I A I -MOUNTABLE BERM
(OPrIONAL)
SIDE ELEVATION
EXISTING GROUND
70, MIN.
B
WASHRACK
(OPTIOw)
f0' MIN.
12' MIN. • EXISTING
PAVEMENT
VDOT /I ( -POSITIVE DRAINAGE 10 MIN.
COURSE AGGREGATE B TO SEDIMENT
TRIPPING DEVICE
• MUST EXTEND FULL WDTH
OF INGRESS AND EGRESS PLAN VIEW
OPERATION
RF
SECTION B-B
SOURCE. ADAPTED from 198J yaNland Standards for Soil erosion and Sediment Control, and Vo. DSWC Plate J02-1
MINIMUM TOP WIDTH (W)
REQUIRED FOR SEDIMENT
TRAP EMBANKMENTS
ACCORDING TO HEIGHT OF
EMBANKMENT (FEET)
YY VV H HO W
1.5 0.5 2.0
2.0 1.0 2.0
2.5 1.5 2.5
3.0 2.0 2.5
IV 3.5 2.5 3.0
jH H4.0 3.0 3.0
4.5 3.5 4.0
5.0 4.0 4.5
EXCAVATED AREAL T
MAX. DEPTH = 4'
ORIGINAL
GROUND
ELEV.
SOURCE: VA. DSWC PLATE. 3.13-1
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Rate
Planting Dates Species (lbs./acre
Sept. 1 - Feb. 15
Feb. 16 - Apr. 30
May 1 - Aug. 31
50/50 Mix of
Annual Ryegrass
(Lolium multi-florum)
& 50 - 100
Cereal (Winter) Rye
(Secal cereale)
Anual Ryegrass 60 - 100
(Loliium multi-florum)
German Millet
(Setaria italica)
50
Seeding
Seed shall be evenly applied with a broadcast seeder, drill,
cultipacker seeder or hydroseeder. Small grains shall be
planted no more than one inch deep. Grasses and legumes
shall be planted with no less than 1/4" soil cover.
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS. a
Ilri J i Y�I
FLOW 1]III
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
4
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
,I
FLOW
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1
Shemood k Tyant
TEMPORARY SEDIMENT TRAP
1VARIABLE
ORIGINAL I� V,111I1'OLL _)
GROUND
ELEV.
67 CU. YD./ACRE *
\ r' VARIABLE
N �
67 CU. YD./ACRE
4' MAX.
(EXCAVATED)
FILTER CLOTH ORIGINAL
GROUND
ELEV.
*SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP
CROSS SECTION OF OUTLET
CLASS I RIPRAP
LENGTH (IN FEET) m
6 X DRAINAGE AREA
�- (IN AC.)
DNEIKE
COARSE AGGREGATE
EXCAVATED ( ( / /FILTER CLOTH
AREA
COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5
OUTLET (PERSPECTIVE VIEW)
SOURCE: VA. DSWC PLATE. 3.13-2
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn
Per Acre
- Commercial or Residential
200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue
90-100%
- Improved Perennial Ryegrass *
0-10%
- Kentucky Bluegrass
0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia.
125 Ibs,
General Slope (3:1 or less)
- Kentucky 31 Fescue
128 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
150 lbs
Low -Maintenance Slope (Steeper than 3:1)
- Kentucky 31 Fescue
108 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
- Crownvetch ***
20 lbs.
150 lbs
* Perennial Ryegrass will germinate faster and at lower
soil
temperatures than fescue, thereby providing cover and
erosion
resistance for seedbed.
** Use seasonal nurse crop in accordance with seeding
dates as
stated below:
March, April through May 15th
Annual Rye
May 16th through August 15th Foxtail
Millet
August 16th through Sept.,Oct.
Annual Rye
November through February
Winter Rye
*** If Flatpea is used, increase to 30 lbs./acre. All legume seed
must be properly inoculated. Weeping Lovegrass may also
be
included in any slope or low-maintance mixtures during
warmer
seeding periods; add 10-20 lbs/acre in mixes.
TEMPORARY DIVERSION DIKE
SOURCE: VA. DSWC
PLATE 3.09-1
R 0 CK CHECK DAM
CLASS 1 RIPRAP
PLATE 3.20-1
SILT FENCE CULVERT INLET
PROTECTION
DISTANCE IS 6' MINIMUM IF FLOW
IS TOWARD EMBANKMENT
FLOW
STONE COMBINATION
1.0' 1.5'
FLOW
-- -� 2.5'
�VDOT 43, #357, #5, #56 OR #57 COARSE AGGREGATE
TO REPLACE SILT FENCE IN " HORSESHOE " WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
SOURCE: ADAPTED from VOOT Standard Sheets and Va. DSWC
CLASS I RIPRAP
PLATE. 3.08-1
PIPE OUTLET CONDITIONS
A A
'IPE OUTLET TO FLAT
.REA WITH NO DEFINED
HANNEL
L a
0x
Tpmml�lw_ _F
SECTION A -A FILTER CLOTH KEY IN 8"-9"; RECOIOWENDED FOR ENTIRE PERD TER
I
3do (MIN.)
PIPE OUTLET TO WELL
DEFINED CHANNEL
PLAN VIEW
La
0 %
d
SECTION A -A f-'
FILTER CLOTH KEY IN 8"-9"; RECOMMENDED FOR ENTIRE PERIMETER
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RINRAP, GABION
BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.18-4.
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES.
Source: Va. DSWC Plate 3.18-1
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SCALE:
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40'
AT OPTIMUM MOISTURE CONTENT
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DESIGNED
BY:
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PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF (o. SOIL TEST DUMPSTER GATE DETAIL
PAVEMENTTHE SUBGRADEOF REQUIRED (NOT TO SCALE)
ECCTIION THICKNESS PRIOR TO CONSTRUCTION. (NOT
40 20 0
40 8�
FILE N0.
3949M
SHEET 8
OF 14
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SCALE:
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06-102
SHUSTER CHARLES w
DEED BOOK 01 140 / / II I I ( I
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SCALE: 1" = 20'
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SCALE: AS NOTED
DESIGNED BY: EJG
FILE NO. 3949M
SHEET 9 OF 14
06-102
TOP OF BERM = 604.50
604.20' =100 YR. W.S.E.
603.80'=EMERGENCY OVERFLOW WEIR
603.10' =T0 OF R15ER
PROP05ED GRADE
46'-15" RCP 4" ORIFICE
INV. OUT=699.11 CL II 0S0io
FOUNDATION FOOTER
SECTION VIEW ELEVATION VIEW
� �
SWM STRUCTURE
NTS
48" DIAMETER
603.50' =10 YR. W.S.E.
�
2�
2.
60286'=2 YR W.S.E.
60250'=2'(W) - 1.2'lN) WEIR
2.4" ORIFICE
600.00' =BOTTOM
BMP CALCULATIONS
IMPERVIOUS AREA = 153,331 SF
BMP WATER QUALITY VOLUME REQUIRES THAT THE FIRST INCH OF
RUNOFF FROM IMPERVIOUS AREA IS DETAINED AND RELEASED OVER A
30 HOUR DRAWDOWN PERIOD
POND BOTTOM = 600.00'
TOP OF BERM = 604.50
WATER QUALITY VOLUME REQUIRED FOR TREATMENT
153,331 SF X (1 IN / 12 IN PER FOOT)=12,778 CF (REQUIRED STORAGE)
12,778 CF OF STORAGE IS ACHIEVED AT ELEVATION 602.40'
HYDRAULIC HEAD CALCULATION
602.40' - 600.00' = 2.4' HEAD
MAXIMUM DISCHARGE CALCULATION (30 HR DRAWDOWN)
Qavg=12,778 CF / ((30 HR)(3600 SEC/HR)) = 0.12 CFS (AVERAGE DISCHARGE)
Qmax = 0.12 CFS X 2 = 0.24 CFS ( DISCHARGE)
ORIFICE SIZING
a = 0.24 / 0.6[(2)(32.2)(2.4)]^0.5
a = 0.3217 SF
d = [(4)(0.3217) / 3.214]^0.5
d = 2.4"
a
1/2" zinc plated hook
attached with 5/8" fastener
2-1/8' die. holes
Ig
I sometr fc
1/4" HOPE plate
bolted to riser
NAPE structural plastic with
0 2-1/8" holass and 1/4" plate
00 OOmanufactured by Plastic
solutions Inc. or equal
0000
-1 d' • &haul with optional plate
core aprom
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BMP orlFlee HOPE etructural plastic with
2-I/8" holes and i/4" plate
Section manufactured by Plastic
Solutions Ina or equal
5/8• dia. hole
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single erm/ Elevation
orifice
�2.4"PIAM.
f'LaSTIC 240 t•tcc*as Road
SOLUTION$ PO. Box 4386
Urchaster vA 22604
INC. 540-'122-46U
wwmp la etic-&o lutlon.com
620
615
605
g+50
CULVERT CALCULATIONS
CULVERT "A"
PIPE SIZE, inches =12
PIPE SLOPE, % = 3.5
MANNINGS 'N' VALUE = 0.012
ACTUAL PIPE FLOW - CFS = 3.10
* * * * * PIPE CAPACITY FLOWING FULL - CFS = 7.19
ACTUAL DEPTH IN PIPE, inches = 5.46
RATIO OF FLOW DEPTHS = .45
FULL FLOW VELOCITY - FPS = 9.15
RATIO OF VELOCITIES = .95
* * * * * APPROX. FLOW VELOCITY - FPS = 8.7
10+00 10+50
SECTION A -A
Q(2) = 5A CFS
Q(10) z 12 CF5
V(2) = 3.1 FPS
PIPE SIZE, inches =15
PIPE SLOPE, % = 0.79
MANNINGS 'N' VALUE = 0.012
ACTUAL PIPE FLOW - CFS = 4.81
* * * * * PIPE CAPACITY FLOWING FULL - CFS = 6.2
ACTUAL DEPTH IN PIPE, inches = 9.98
RATIO OF FLOW DEPTHS = .67
FULL FLOW VELOCITY - FPS = 5.05
RATIO OF VELOCITIES = 1.08
* * * * * APPROX. FLOW VELOCITY - FPS = 5.46
DRAINAGE CALCULATIONS
620 610
615 605
_. i 605 5e5 t
11+00 9+50
Pre -Development Runoff Tabulation (Point of Study):
2 year 10 year
DA-Pre 12.3 Acres 2.1 CFS 9.7 CFS
Total Post -Development Runoff Tabulation (Point of Stud
2 year
10 year
DA #1 6.7 Acres 1.7 CFS
6.7 CFS
DA #2 5.3 Acres 0.9 CFS
4.2 CFS
Total Routed 12.0 Acres 2.0 CFS
9.6 CFS
Drainage
10+00 10+50
SECTION B-B
Q(2) = 13 CF5
Q(10) z 1.1 CFS
V(2) = Ilo FPS
595 (000
11+00 9+50 10+00 10+50
SECTION C-C
0(2) = 4.4 CFS
Q(10) = 6.1 CF5
V(2) = 38 FPS
DITCH SECTIONS
HORZ. SCALE: 1" = 50'
VERT. SCALE: 1 " = 5'
CULVERT "C"
PIPE SIZE, inches :=18
PIPE SLOPE, % = 1.72
MANNINGS 'N' VALUE = 0.013
ACTUAL PIPE FLOW - CFS =13.3
* * * * * PIPE CAPACITY FLOWING FULL - CFS =13.7
ACTUAL DEPTH IN PIPE, inches =14.61
RATIO OF FLOW DEPTHS = .81
FULL FLOW VELOCITY - FPS = 7.77
RATIO OF VELOCITIES = 1.14
***** APPROX. FLOW VELOCITY - FPS = 8.88
I
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600 615
11+00 9+50 10+00 10+50 11+00
5EC:TION D-D
0(2)) z 1.4 CF5
Q00) = 1.1 CFS
V(2)) = 32 FPS
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SCALE: N/A
DESIGNED BY: EJG
FILE NO. 3949M
SHEET 10 OF 14
06-102
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RUNOFF
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INVERT
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LENGTH
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SLOPE
FT/FT
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IN.
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CAPACITY
G.F.S.
VEL.
FPS
INCREM.
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CULVERT 3-4
615 615
9+50 10+00 10+50 11+00 11+50
CULVEFT 1-2
STR
NO.
PIPE
Do(in)
V (10)
(FPS)
Outlet Protection
Apron
Length (L)
Apron
Width (WT)
Apron
Depth (T)
5
12
7.9
CL Al DRY RIPRAP
10.0 ft
3.0 ft
20 in.
3
15
5.5
EC-3
N/A
N/A
N/A
1
18
8.7
CL Al DRY RIPRAP
10.0 ft
4.5 ft
20 in.
NOTE: SEE EC-1 & EC-3 DETAILS ON SHEET 13 OF 14
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SCALE: H: V. 1" = 5�
DESIGNED BY: EJG
FILE NO. 3949M
SHEET 11 OF 14
06-102
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8"
24" select
backfill
6 All backfill to be compacted to
95% of ASTM D698 maximum
density.
STANDARD
concrete
24" select
backfill
6J'
CONCRETE ENCASEMENT
TRENCH & BEDDING
-1-
MAR 06
Opposite Side
12 gauge solid insulated -
copper wire for line tracing,
taped at 10 foot intervals
treated 2'X 4" with top 6" painted blue
1"coupling (PJ X RP) and
MIP plastic plug on 8' tail piece
mortar hnx 24
Same Side
INSTALLATION NOTES:
1. Exact location of meter box assembly to be approved prior to installation.
2 Water service crossing street:
The piping shall run from one foot beyond sidewalk across the
e) Encase in 3"diameter SCH40 PVC or SDR21 pipe, h p p g y ,
street, to one foot beyond sidewalk.
'ref line tracing) from corp. stop to into the meter box [wrap wire around corp.
b) Install 12 gauge solid insulated copper wire (or n g) m p p [ p rp
stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box; wrap around bottom of angle ball valve;
terminate with 12" tail piece].
THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
T
5/8" x 3/4", 3/4" AND 1" METER INSTALLATION
-7- JUN 06
620
620
TEST
PIT REG?YD
t
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605
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10+00
10+50 11+00
11+50
12 +00 12 +50
13+00
13+50
1.4+00
WA I ERL INE II�II
6;
620
615
605
9+50
concrete pad 18" cite. x 6" deep
4" stone —
screw type
adjustable
location marker — valve box
restraint
joint
stone_ restraint
concrete
concrete pad 18" dia. x 6"
48" min.
811A 811x 16,
solid block
L_J
Water
finished grade
48" min.
valve restrained
/- to main
18" to 24"--1 8'X 8'X 16" solid blob
for 12" valve
6" thru 12"
v—finished grade
stone
14" thru 36"
GATE VALVE
-9-
1 4" stone
concrete pad 18"
dia. x U' deep
24" min.
Note: valve shall
screw be spur gear
type type
adjustable
valve box
valve
restraine d
to main
817c 8'X 16"
solid block
"+''S`:;•yrs
f'i •. 4.n
Forced Sewer
10+00 10+50 11+00 WATERLINE
I�111++50 j� 12+00 12+50
W I E R LII `l E 11511
MAR 06
finished
grade
13+50
6" dia. schedule 40 steel
pipe filled with concrete
'''
9'
and painted yellow
finished
7'
grade
2'
18" dia.
concrete
�' %.•:�;
•'
encasement
3'
BOLLARD DETAIL
NOTE:
Weep holes shall
not be subject to being submerged. If
installation is in an area having a high groundwater table, the
Authority's engineer
shall be contacted for hydrant relocation.
as required
concrete pad V6" dia. x 6" deep
2" min. - 6" max.
4" stone
stone to be
screw type
minimum of 6"
adjustable
above top of base
valve box
locator marker
stone
stone
joint
restraints
•
' mechanical joint
swivel tee with
6" branch
FIRE HYDRANT ASSEMBLY
-10-
APR 06
625 625
620 620
615 615
610 610
605
595
9+50
10 400 10+50
(011 FIREL INE
625
615
Valvco, Inc valve box assembly:
lid: Figure No. 7 marked'SEWER'
top section: Figure No. 7S26TO
bottom section: Figure No. IBOB24
concrete skid pad
finished
18" dia. x 6" deep
grade
4" stone
Panella Model PA4SV-CSK (4') cast iron
n�G
cleanout cap with standard gasket and brass
plug having a countersunk square head
vCv
heavy well
brick base
sanitary
sewer main
Wye
""""
45° bend
45'
.................................................................:•:�•
stone::'::':
All pfpe and flttimgs
shall be SDR 26 heavy wall sewer.
SEWER CLEANOUT
-19-
MAY 06
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'MARK D, SMITH v
No, 022837
�s`SIONAL ���
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DATE: DEC. 1, 2006
SCALE: V: 1" = 50
DESIGNED BY: EJG
FILE NO. 3949M
SHEET 12 OF 14
06-102
PB-t
GENERAL
1, METHOD 'A' PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN
THE
APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS
OTHERWISE NOTED ON THE PLANS.
2. H = HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE.
3. b = EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL.
CIRCULAR PIPE
1. D = OUTSIDE DIAMETER OF PIPE.
2. d = INSIDE DIAMETER OF PIPE.
3. X = WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
X = 12' WHERE d IS LESS THAN 36',
X = 18' WHERE d IS 36' AND GREATER,
4. WHERE DIRECTED BY THE ENGINEER, BEDDING MATERIAL MAY BE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE)
30' AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS.
5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL
FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30' AND
LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS.
6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER
SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS.
ELLIPTICAL PIPE
1. S1 = OUTSIDE SPAN DIMENSION OF PIPE.
2. S2 = INSIDE SPAN DIMENSION OF PIPE.
3. R = OUTSIDE RISE DIMENSION OF PIPE.
4. X = WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
X = 12' WHERE [S LESS THAN 36'.
X = 18' WHERE IS 36' AND GREATER
5. WHERE DIRECTED BY THE NGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR
R
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHE E S2 IS 38' OR
LESS AND HEIGHT OF COVER IS' OR LESS.
6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL
FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38' OR LESS AND
HEIGHT OF COVER 15' OR LESS.
PIPE ARCH
L S = SPAN DIMENSION OF PIPE.
2. R = RISE DIMENSION OF PIPE.
3. B = SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL
4. x = WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
x = 12' WHERE S2 IS LESS THAN 36'.
x = 18' WHERE S2 IS 36' AND GREATER
5' WHERE DIRECTED BY THE ENGINEER, BEDDING MATERIAL MAY BE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35- OR
LESS AND HEIGHT OF COVER 15' OR LESS.
6' REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL
FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35' OR LESS AND
HEIGHT OF COVER 15' OR LESS.
INSTALLATI❑N OF PIPE CULVERTS AND STORM SEWERS SPECREFERENCEIFICATDTN
NEW. 1 /04 GENERAL NOTES 302
303
107.00 VIRGINIA DEPARTMENT OF TRANSPORTATION
TYPICAL INSTALLATION AT END OF PIPE
SOIL STABILIZATION MAT MAY BE
USED IN CONJUNCTION WITH STANDARD
[C-I AT OUTLET END OF PIPE.
tYOVERLAP
BETWEEN ROLLS 3-0.
ENTRENCH EDGES
OF MATERIALS 6".
INSERTABLE SHEET A70
STAKING DETAIL
EC-3
T STAKES OR PINS
;0" 3' O.C.
CHECK SLOT 25' O.C.
TRANSVERSE I I11I IIg W WI
CLOSED CHECK SLOT
V-p • 6" TO 8" -� �_ Y' OVERLAP
" TO 8" �.
TRANSVERSE CHECK SLOT TO BE -
CONSTRUCTED IN ACCORDANCE WITH -
THE MANUFACTURER'S RECOMMENDATION
FOR PREFERRED INSTALLATION.
TRANSVERSE
OPEN CHECK SLOT V DITCH
5'-0' NOTES:
V- 2" --� 1, STAKES SHALL BE WOOD OR METAL AS RECOMMENDED BY THE MANUFACTURER AND SHALL BE A MINIMUM
OF 12" IN LENGTH. IN SANDY SOILS METAL STAKES A MINIMUM OF 18" IN LENGTH SHALL BE USED.
2. SOIL STABILIZATION MAT TYPE A AND 8 ARE TO BE IN ACCORDANCE WITH THE APPROVED PRODUCTS LIST.
I'-o••..>.';;, ,--ems
3. SOIL STABILIZATION MAT SHOULD BE INSTALLED TO THE SHOULDER BREAK POINT OR EXISTING GROUND
A__
THEN EMBEDDED 6". MATERIAL ON BOTH SIDES OF THE DITCH SHALL BE INSTALLED TO THE .SAME
ELEVATIONS.
4. IF MORE THAN 3 LINES OF MATERIAL ARE REQUIRED PARALLEL TO THE C£ OF THE DITCH, MATERIAL SHALL
BE INSTALLED PERPENDICULAR TO THE CENTER LINE OF THE DITCH, STARTING AT THE LOWEST fE ELEVATION
OF THE DITCH,
5. FOR SOURCES OF APPROVED MATERIALS SEE VDOT'S APPROVED PRODUCTS LIST FOR ST'D. EC-3,
UPSTREAM AND DOWNSTREAM TERMINAL TYPE A OR B.
SHEET 10F 2
SPECIFICATION REFERENCE SOIL STABILIZATION MAT
606 DITCH INSTALLATION TYPE A OR B REV.7/05
244
- VIRGINIA DEPARTMENT OF TRANSPORTATION 114,03
INJLKIHCLL Jr7LLI AI/y
NOTES:
1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 P31 IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL
BE PAID FOR AS RADIAL COMBINATION CURB &
GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER, THE BOTTOM OF THE CURB
AND GUTTER SHALL BE CONSTRUCTED PARALLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
5• ALLOWABLE CRITERIA FOR THE USE OF
CG-6 IS BASED ON ROADWAY CLASSIFICATION
AND DESIGN SPEED AS SHOWN IN APPENDIX A
L�
2" R
OF THE VDOT ROAD DESIGN MANUAL.
D
•
6"
p
1A•.
V
• •
. D V
1 h P
P P
P
P p 0
6P
p p
• P
•� .dP
D - 6 - D
} D D
,0p •�P
D
- - '
^ J THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
6"
2'-0"
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7"
IS MAINTAINED.
THIS AREA
MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
SPECIFICATION
REFERENCE COMBINATION 6" CURB & GUTTER
105
502 REV.9/D6
VIRGINIA DEPARTMENT OF TRANSPORTATION
201.03
PB-1
NO PR❑JECTI❑N OF PIPE ABOVE GROUND LINE
TOP OF FILL
TOP OF FILL
TOP OF FILL
GROUND LINE H
rrrrrr rrrr_71
rrrr rrr I I
D+T2' r EARTH
GROUND LINE H
GROUND LINE H
rrrrrr
rr
D+12'
EARTH
rrrrrr rrrr
rrrr rrrr1RIfK OR
D+T2• IELDING
of
d L
d
D/2 4•
D/2
D/2-71
BEDDING
]3I
'I
b
MATERIAL
---�1 X F�-D IanI
MIN. I/l0 ----i X MATERIAL
�( I
MI PER X I�-D-•{ X a- BEDDING
I
MATERIAL
MIN. 1/10 �_-
T
V OF H
X h�- D- >•I X
f�
MIN.
F❑UNDATI❑N S❑FT, YIELDING,
❑R
NORMAL EARTH F❑UNDATI❑N
AX.24
MAX. 24'
ROCK F❑UNDATI❑N
❑THERWISE UNSUITABLE
MATERIAL
PI
E PR❑JECTI❑N ABOVE GROUND LINE
le MIN. 1.5 x D MIN, 1.5 x D
MIN. 1.5 x D MIN. 1.5 x D
MIN, 1.5 x D I MIN. 1.5
TOP OF
TOP OF FILL
FILL
I TOP OF FILL
H
H
H
r rrrrrr rrrrrrr ����
��� rrrr rrrrr rrr/
� rrrrrr. rrrrrrr rrrrrr
rrrrrr rrrrr rrrr rrrrrr
� r�fr rf� rrrrrr
� rrrrrrrrrrrrrr rrrrrrrrrrrrrr
rrrrrrrrrrrrr rrrrrrrrrrrrr
rrrrrrr rrr rrr%rrrrrrr RNEN
D+i2' r rrrrrr GROUND
= r rrrrrr
rrrrrr
D+12'_ r rrr r
+12• yy� rrrrrrrrr rrrrrrrrr-
rrrrrrr d rrrrrr LINE
- r d rrrrrr LINE
_1= d
D/2 rrrrrr =
_ _
_
D/2_ -
- i
�7� EARTH
� ROCK OR
-
b�
`4'
MIN. L/10 BEDDING
X D X MATERIAL
- UNYIELDING
MIN. 1/10 I - tI SOIL
I
MIN. 1/10 BEDDING
PER X D X I Q BEDDING
MATERIAL EARTH
I' OF H MATERIAL
F❑UNDATION SOFT, YIELDING, OR
NORMAL EARTH F❑UNDATI❑N
MIN, 8', ROCK F❑UNDATI❑N
MAX. 24'
❑THERWISE UNSUITABLE MATERIA
MATERIAL IN ACCORDANCE WITH
®BEDDING
SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS, rrrrr REGULAR BACKFILL MATERIAL IN ACCORDANCE
® WITH SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS•
CLASS I BACKFILL MATERIAL IN ACCORDANCE
WITH SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
® EMBANKMENT
NOTE: FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL HE
EXTENDED TO 12' ABOVE THE TOP OF THE PIPE,
SHEET 1 OF 4
SPECIFICATI
INSTALLATI❑N OF PIPE CULVERTS AND STORM SEWERS
REFERENCE
CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A"
302
NEW. 1 /04
303
VIRGINIA DEPARTMENT OF TRANSPORTATION 107.01
DETAIL 1
A
MN. 3S
GEOTEXTLE 9'
FABRIC
SECTION A -A
SECTION B-B
DETAIL 2
DE
A
L
3S
INSERTABLE SHEET A69
L
- I T
GEOTEXTILE, g� +�
GEOTEXTILE 9 FABRIC
FABRIC SECTION A -A SECTION A -A
NOTES:
1. FOR MULTIPLE LINE INSTALLATIONS• DIMENSION S IS TO GOVERN THE PROTECTION
OUTSIDE THE CHANNEL WIDTH UY),
2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL
OR ENDSECTION IS SPECIFIED ON THE PLM43, CONSTRUCTION IS TO BE IN ACCORDANCE
WITH DETAIL 2 SHOWN ABOVE.
3, GEOTEXTILE FABRIC TO IBE INSTALLED UNDER CLASS 2, 3, AND 4 MATERIALS IN
ACCORDANCE WITH THE SPECIFICATIONS.
4, S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELUPTICAL OR ARCH CULVERT.
H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH
CULVERT.
5 PLAN AND SECTION DETAILS DEPICT CLASS 2 3, AND 4 MATERIALS. FOR CLASS 1
INSTALLATION DETAILS SEE EC-3 TYPE B STANDARD DRAWING.
TYPE OF OUTLET PROTECTION MATERIAL
MAXIUUM OUTLET
VELOCITY
(FOR DESIGN STORM)
MINIMUM "T"
CLASS 1
EC-3 TYPE B
6 fps
NA
CLASS 2.
CLASS Al DRY RIPRAP
B fps
20"
CLASS 3
CLASS I DRY RIPRAP
14 fps
26"
CLASS 4
CLASS IF DRY RIPRAP
19 fps
35"
$
x USE TYPICAL SECTION SHHOWN ON PLANS FOR SIDE SLOPE. BOTTOM WIDTH AND DEPTH
OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND.
OUTLET PROTECTION MINUMUM LENGTH (L)
TYPE A INSTALLATION 3H
TYPE B INSTALLATION 5H
SPECFX'ATIM
REFER.NCE CULVERT OUTLET PROTECTION
245
303 VIRGINIA DEPARTNEIFf OF TRANSPORTATION REV.9/06
414 114.01
4,, _,,,J 2" R
6„
_'A
-'A -.A --
SEE
NOTE 4 a •p'_A.
A: -a-.
O -
d. Q
}
4 6„
�2" RADIUS
15 SURFACE
MII A-.
MAX.
d -
a 6 -A BASE
a._
SUBBASE
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
SPECUCA110H
REFEWNC£
105
502
IIVJtM I Ant-L JYi t I 1AI
I CG-2
NOTES
1. THIS 11ENA MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSIIIF PRECAST.
J.CURB HAVING A RADIUS OF 300 FEET, OR LESS (ALONG
FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
(15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)
IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18' AS SHOWN, NO ADJUSTMENT
IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN
INCREASE IN DEPTH,
5.CG-2 IS TO BE USED ON ROADWAYS MEETING THE
REQUIREMENTS FOR 03-6 AS SHOWN IN
APPENDN A OF THE VDOT ROAD DESIGN MANUAL.
SURFACE
BASE
SUBBASE
STANDARD 6'' CURB
VIRGINIA DEPARTMENT OF TRANSPORTATION
REV. 9/06
201.01
END -SECTION 12"-60" PIPE
Hub end on outlet end -sections
Spigot eon inlet end -section
Ind
X
Concrete to be
PLAN
;TH
PIPE
4_ C _B
f 3�pROX
Bar or steel S�Op f
fob&
rainfom
-PAY LINE -
SECTION X-X
4000 PSI Min
-t
1
iamtter o _
I�
I E
END VIEW
END -SECTION DIMENSIONS
DIAM.
A
B
C
D
E
12"
4"
2'-0"
2'-0"
4'-0"
2'-0"
15"
6'
2'-3"
1'-9"
4'-0"
2'-6"
18'
9"
2'-3"
1 -9
4-0
3 -0
24'
9 1/2"
3'-7"
2'-6'
6'-1'
4'-0"
30"
V-0"
4'-6"
V-7 3/4'
6'-1 3/4"
5'-0'
36'
V-3"
5'-3"
2'-10 3/4
8'-1 3/4
6'-0"
42"
1'-9"
5'-3"
2'-11'
8 -2
6 -6
48"
2'-0"
6'-0"
2'-2"
8'-2"
T-0"
54"
2'-3"
- "
2--9 1/4'
8'-2 1/4-
7'-6-
60"
2'-11"
5'-0"
3'-3"
8'-3"
ALTERNATE END -SECTION 12" - 60" PIPE
Hub end on outlet end -sections
Spigot end on inlet end -sections
X X
SLOPE DETAIL
PLAN
-PAYDUNE-
SECTION X-X
-- Concrete to be
4000 PSI Min.
4191irt-
E
END VIEW
END -SECTION DIMENSIONS
DIAAI.
A
B
C
D
E
12"
4"
2'-0"
4'-1"
6'-1"
2'-0'
15"
6'
2'-3"
3'-10"
8'-1
2'-6"
'
9"
-
3'-10"
6 -1
3'-0'
21"
9'
2'-11"
S-2'
6'-1"
3'-6"
24"
10'
-
3' 7"
2 -8
-
6' Y
-
4' 0'
27"
10 1/2'
4'-0"
2' 1 1/2'
V-1 1/2"
4'-6'
"
V-0"
4'-6"
1'-7 3/4'
6'-1 3/4-
5 -0
33"
1'-1 1 2"
4'-10 1 Y
S-3 1/4'
81 1 3/4'
5'-6"
36'
1'-3"
5 -3
2'-10 3 4'
8'-1 3/4"
6 -0
42"
1'-9"
5'-3"
2'-11'
8'-2-
6'-6-
48-
2'-0"
6'-0"
2'-2"
8 -2
7 -O"
54"
2'-3"
'_ "
2'-11'
8'-4"
7'-6"
60"
2'-6-
5'-0"
3'-3"
8'-3"
8'-0'
NOTE: Pipe lengths shown on plans are
based on End -Section design shown
on the left. If the contractor elects
to use the alternate design shown on
the right, lengths will be reduced by
the difference in dimension "D".
SPECIFICATION
REFERENCE FLARED END -SECTIONS FOR 12"- 60"CONCRETE PIPE CULVERTS
R
VIRGINIA DEPARTMENT
302 of
TRANSPORTATION 1o2.oT
SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE
OBSCURED BY VEHICLE PARKED IN SPACE.
F.C. OR
E.P. SIGN (SEE DETAIL)
INTERNATIONAL SYMBOL
OF ACCESSIBILITY
O
N
13' MINIMUM 1
CD I
CO
�P+ <
11a N
2%MAAX
1 1
* 2% MAXIMUM SLOPE
j� IN ALL DIRECTIONS
* WHEN THE SPACE PROVIDED IS VAN ACCESSIBLE,
DIMENSION SHALL BE 8' IN ACCORDANCE WITH
VUSBC MINIMUM REQUIREMENTS.
HANDICAPPED PARKING SPACE DETAIL
RESERVED
PARKING
4.0' MIN.
7.0' MAX.
NOTE:
RAMP FOR HANDICAPPED MUST BE LOCATED
ADJACENT TO THE AISLE.
INSERTABLE SHEET A59
CG-12
GENERAL NOTES: -
1. THE DETECTABLE WARNING SHALL. BE PROVIDED BY TRUNCATED DOMES.
2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST)
WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE
RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN
TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE
WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
PRECAST RAMP FLOOR. PRECAST CONCRETE .SHALL BE CLASS A-4. 5' MIN
5. REQUIRED BARS ARE TO BE NO,5 X B" PLACED 1'CENTER TO CENTER ALONG �2= AX
BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM
CONCRETE COVER 1'/2". 121 MAX.,
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE v 12;1 MAX
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 2 1 MAX_
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED V. N
AND USED BY PEDESTRIANS. 1 --
B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2• MIN ' AT )IC , 2" HIGHER THAN
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND--t``"-- EDGE OF PAVEMENT
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT X:.l' ,SAME AS TOP OF CURB
PERPENDICULAR TO THE CURB.
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADI)CANNOT TYPE C
ACCOMMODATE TRAFFC.REFER TTO SHE TANDARD CRNING C-113,COMMERCIAL ENTRIREMENTS OF ANCE (HEAVYTED HEAVY PARALLEL
PARALLEL & PERPENDICULAR
TRUCK TRAFFIC)FOR CONCRETE DEPTH.
10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH,
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH
1.6" - 2.4" TRUNCATED DOME
C-C O O O
0 0 0 0 0 0 0 0 0 0 0
O O O O O O 00
0 0 0 0 0 0OT
+ v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- -
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a) o
U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o Z N
0.2"
_� � 50/. - 6TOP DIAMETERIAME TER O O O O O O O O O O O O O O O�
O o 0 0 0 0 0 0 0 0 0 0 0 0 0
VARIABLE
rF BASE DIAMETER 4' MINIMUM.
I PAY LIMITS
TRUNCATED DOME DETECTABLE WARNING
DETAIL DETAIL
SHEET T OF 4
CG-12 DETECTABLE WARNING SURFACE SPEFERENIEN
REFERENCE
REV.7/OS GENERAL NOTES ,D5
VIRGINIA DEPARTMENT OF TRANSPORTATION 502
203.05
TOP VIEW
FLARED END SECTIONS
EADED ROD
NUTS AND SPACERS
TE
RIGHT SIDE VIEW
f
I
�H
FRONT VIEW
PART #
PIPE SIZE
A
B (MAX)
H
L
W
12 in
6.50 in
10.00 in
6.50 in
25.00 in
29.001 in
1210NP
(300 nim)
(165 mm)
(254 mm)
(165 man)
(635 mm)
(737 nnnl)
15 in
6.50 in
10.00 in
6.50 in
25.00 in
29.00) in
1510NP
(375 nim)
(165 r11m)
(254 rnrT1)
(165 nim)
(635 mm)
(737 rmm)
18 in
7.50 in
15.00 in
6.50 in
32.00 in
35.00 in
1810NP
(450 nlnl)
(191 mm)
(381 min
('165 rnm)
(813 mm)
(889 n1m)
24 in
7.50 in
18.00 in
6.50 in
36.00 in
45.00 in
2410NP
1(191
(600 mrn)
Trim):
(457 mm)
(1G5 rnm)
(914 111n1)
(1143 mm)
30 in
7.50 in
12.00 in
8.60 in
58.00 in
63.00 in
3015NP
10
(750 Tim)
(191 mm)
(305 mn-i)
(218 fnm)
473 mm)
(1600 rnm)
36 in
7.50 in
25.00 in
8.60 in
58.00 in
63.00 in
3615NP
(900 rnm)
091 rnm)
(635 rnm)
(218 mn1)
(1473 rnm)
('1600 trim)
NOTE: PE THREADED ROD W/WING NUTS PROVIDED FOR END
SECTIONS 12"-24". 30' 6c 38" END SECTIONS REQUIRE
TWO (2) THREADED RODS FOR ASSEMBLE,
NOTE: ALL DIMENSIONS ARE NOMINAL
4" REINFORCED CONCRETE
3000 PSI
4" SUBBASE (21-A STONE)
4-5' WIDTH
SEE SITE PLAN
1/4" 1'
41'' e:
1-1 I I-1 I I El 11-I 11-1 I F
-III-III-I l � l l l-III-III-I
COMPACTED SUBGRADE
(90% DENSITY)
CONCRETE SIDEUJALK DETAIL
(NOT TO SCALE)
i~24
13"
7'�
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
2'- 6"
PARALLEL TO THE SLOPE OF SUB-
SURFACE COURSES PROVIDED A
MINIMUM DEPTH OF 7" IS
CONCRETE TO BE CLASS A3 IF CAST IN PLACE. MAINTAINED.
REVERSED 6" CURB &GUTTER (CG-6R)
N.T.S.
INSERTABLE SHEET A59
CG-12
PERMISSIBLE A
CONSTRUCTION iT5 DOWELS, 8" LONG
JOINT - 4,-0� - m 12" C-C
MIN.
4' i
as
x NZ
8' N _
10�1 10�1
B MAX 1- MAX g
2' J
TRUNCATED DOMES
A SEE SHEET 1OF 4 FOR DETAILS TYPICAIL DESIGN
BACK OF CURB 12`1 MAX. 48:1 MAX. I
20: 1
11F-
SECTION A -A 4'
I••+-2' MIN-" I �\� til,N 7
PERMISSIBLE N
CONSTRUCTION r
JOINT
SECTION B-B 5' NIN 4'
10!1 MAX)
10:1 MAX)
NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS
SEE SHEET IOF 4.
A 4' SQUARE LANDING
AREA OUTSIDE OF
TRAVELWAY SHALL Y
J BE PROVIDED WITHIN --,Q
�d THE MARKED T
y CROSSWALK AREA
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CROSSWALK �� C3R SSWALK
TYPICAL PLACEMENT 11
CROSSWALK TYPICAL PLACEMENT.
AT INTERSECTION DIAGONAL VARIATION AT INITERSECTION
WITHIN CROSSWALK WITHIPN CROSSWALK
(WITHI BUFFER STRIP)
THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING
(48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP. LENGTH 8 FEET FOR NEW
CONSTRUCTION, 6 FEET FOR ALTERATIONS.
SHEET 2 OF 4
SPECFICATE CG-12 DETECTABLE WARNING SURFACE
ID
REFERENCE
Sot TYPE A (PERPENDICULAR) APPLICATION NEW 7/05
VIRGINIA DEPARTMENT OF TRANSPORTATION 203.OSA
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DATE: DEC. 1, 2006
SCALE: N/A
DESIGNED BY: EJG
FILE NO. 3949M
SHEET 13 OF 14
06-102
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USE:VACANT \ \/ r/ r ' / J�/� f ! 1 r i' \ I I� i ��\fit `` i f /� _ \ \ `�� `! / / / / 0 F j / ' ! �L TM11 44-A-IE�` 1 \� . __,�.+
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NOTE: THIS SHEET FOR LANDSCAPING PURPOSES ONLY!!!
PLANT LIST
Ablf:15otanic
Name
Common Name
Quantity
SIZE
AM
Acer Ginnna [a
Amur Maple
1
2" Cal. 545
BP
Juniperus Horizontalls
Bar Harbor Creeping Juniper
313
3' HT. 545
5W
uglans WI —era
Black Walnut
3
2" Cal, 545
EC
Juniperus Virginians
Eastern Red Cedar
111
2" Cal. 545
EH
Tsuqa Canadensis
Eastern Hemlock
104
2" Cal. 545
FC)
Gor-n—us R—or-la-a
Flowering Dogwood
&
211 Cal. 545
FJ
Juniperus Chinensis "rrust iandli"
Fruitland Chinese Juniper
40
3' HT 545
JZ
Zelkova Serrata
Japanese Zelkova
21
211 Cal. 545
KD
Gornus Kousa
Kousa Dogwood
3
21' Cal. 545
LC
Cupreesoc9paris leglandif
Leyland Cypress
14
2" Cal. 545
LL
Tilia cordata
LIttleleaf Linden
21
211 Cal. 545
MA
FraxInus
pennsylvanica marshalls seedlese
Marshalls 5eedless Green Ash
3
2" Cal. 545
R5
E3etula Nigra
River Birch
3
211 Cal. 545
R5
Pyrus Caller ana "Reds ire"
Redspire Fear
35
2" Cal. 545
5M
Acer Sacharum
&jqar Maple
104
2" Cal, 545
50
Flatanus Occidentalls
.SyZaimore' 1
1
2" Cal. B45
CORRIDOR APPEARANCE ENHANCEMENT
20'GREEN 5TRIF WITH TBERM (PROFFER "G")
-DECIDUOUS
10' 20 FLOWERING TREES
2' HIGH BERM - -LOW LYING SHRUBS
NOTES:
1) ALL PLANTING SHALL CONFORM WITH 165-365 OF THE FREDERICK
COUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE,
AND MAINTENANCE).
2) WE ARE PROVIDING A MINIMUM 3' HIGH HEDGEROW ON THE SOUTH 61DE
OF THE PARKING LOT PER SECTION 165-270I)Xa)
3) tHE PLACEMENT OF TREES SHOWN 0 THE PLAN MAY CHANGE AT THE
FINAL FUTURE 61TE PLAN STAGE. THE OWNER RESERVES THE RIGHT TO
RELOCATE TREES TO MAKE THE 61TE ASCETICALLY PLEASING.
4) ALL PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITTING BY THE
FREDERICK COUNTY PLANNING DEPARTMENT.
NORTH E3UFFEfR
"C" CATEGORY - 100' FULL SCREEN WITH BERM
V -DECIDUOUS
10, =EVERt.-REEN
100,
-Z
-EVERGREEN
25' ACTIVE 6' HIGH BERM
LANDSCAPE CALCULATION
AI: ROUTE 11 FRONTAGE (EASTERN PROPERTY LINE
REQUIRED I TREE PER 30 LF.
300/30=13 TREES
PROVIDED 13 TREES
36 LOW LYING SHRUBS
A2: INTERIOR LANDSCAPING
PAWING LOT AREA=11,952 6F.
INTERIOR PLANTING REQUIRED (5%)
INTERIOR PLANTING PROVIDE[) (5%)
PROVIDED 21 TREES
PERIMETER LANDSCAPING
PAWING PAVED AREA 11,952 S.F.
REQUIRED I TREE PER 2,000 5F.
711,e52/2,000 = 31 TREES
PROVIDED 31 TREES
31 HEDGE - PROVIDE[)
A3: STREET TREES (SOUTHERN PROPERTY LINE
REQUIRED I TREE PER 40 LF.
035/40=21 TREES
PROVIDED 21 TREES
A4- PERIMETER LANDSCAPING (REAR PAVEMENT)
PARKING PAVED AREA 20,031 5F.
REQUIRED I TREE PER 2,000 S.F.
20,031/2;000 = 10 TREES
PROVIDED 12 TREES
A5: PROPOSED SCREENING
23 PLANTS PROVIDED ON A BERM
Ab: CATEGORY "C" BUFFER
REQUIRED 3 TREE PER 10 L.F.
1,040/10=104 X 3=312 TREES
PROVIDED 312 TREES
208 EVERGREENS
104 DECIDUOUS
SC;,4LF-. P = 40'
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DATE: DEC. 1, 2006
SCALE: I" = 40'
DESIGNED BY: EJG
00 FILE NO. 3949M
SHEET 14 OF 14
06-tO2
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