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GENERAL NOTES
MOT GENE NOTES
LECEND
VICINITY MAP SIGALE III= 1000,
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Methods and materials used in the construction of the improvements herein shall conform to the current
V1. All work on this project shall conform to the latest editions of the Virginia Department of
EXISTING INTERMEDIATE CONTOUR
County construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
.3�3
including detention serving as silt basins during construction,
and Sediment Control Regulations and any other state, federal, or local regulations
EXISTING INDEX CONTOUR
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2.
Measures to control erosion and siltation, ponds
The these in
applicable. In the event of conflict between any of these standards, specifications or
PROPOSED CONTOUR 40
must be provided prior to issuance of the site development permit. approval of plans no way
plans, the most stringent shall govern.
EX fL'-_/P
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
EXISTING EDGE OF PAVEMENT
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Control Handbook.
V2. All construction shall comply with the latest U.S. Department of Labor Occupational
PROPOSED EDGE OF PAVEMENT
PROP E/P
V.
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
& H ealth Administration and VOSH Rules & Regulations.
SafetyFX
(VDOT) and Frederick County prior to construction in existing State right -of-way.
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
EXISTING CURB AND GUTTER ------------- . .......
SITE
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4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
shall be in accordance with the current edition of VDOT's work area protection manual.
PROPOSED CURB AND GUTTER
PROP C&G
required under State low.
Furthermore, all traffic control floggers must be certified in accordance with VDOT's
KI-11
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January, 1994 or latest edition of Road & Bridge Specifications, Section 104.04 C.
TRANSITION FROM CG-6 TO CG-6R . .... ...
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5.
The exact location of all guard rails will be determined by VDOT personnel. joint inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
V4. Design features irelating to construction or to regulation, control and safety of traffic may
EXISTING TELEPHONE LINE
to determine if where rail and/of ditches will be needed. The developer will be
be subject to change as deemed necessary by VDOT.
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(VDOT) and guard paved
for ditches as determined by this joint inspection." Refer to
PROPOSED TELEPHONE LINE T
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responsible providing guardrail and paved
V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
land use permits for any work on VDOT right-of-way.
EXISTING STORM SEWER --- ---- . ..... -----------
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6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
V6. If by the local VDOT Residency Office,
PROP. 15" RGP
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representative of the developer must be available at all times
required a preconstruction conference must be
PROPOSED STORM SEWER
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arranged and held by the engineer and/or developer with the attendance of the
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7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
EXISTING SANITARY SEWER
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Control Devices (MUTCD).
V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
PROPOSED SANITARY SEWER
PROJECT INFORMATION
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8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
any undetermined length of time. VDOT will also require 48 hours notice for any
EXISTING ELECTRIC SERVICE ------ -
embankment.
inspection.
9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
V8. The Contractor will be responsible for maintaining adequate access to the project from the
PROPOSED ELECTRIC SERVICE _E
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than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
adjacent public roadway through construction and maintenance of a construction entrance
EXISTING GAS LINE
...... . ----------------- -
PARC-EL IDENTIFIGATION NO. TAX MAP -75 - (W) 2 1
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10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
in accordance w1ith the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
STREET ADDRESS: PROSPERITY DRIVE
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on the and as required at the field inspection.
Furthermore, access to other properties affected by this project shall be maintained
PROPOSED GAS LINE G
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TOTAL AREA: 4.00 AC,
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plans
through construction.
DISTURBED AREA: 4.00 AC,
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
PROPERTY LINE
CURRENT ZONING: B-3
be minimum 6" diameter and conform to VDOT standard SB-1.
V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during
CURRENT USE: VACANT
and at the end of construction.
FLOW LINE
PROPOSED ZONING: E3-3
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
FENCELINE
PROPOSED. USE: AUTO -BODY REPAIR, PAINTING AND DETAILING
one litter receptacle shall be provided at the construction site.
V1 0. All water and sewer lines within existing or proposed VDOT right-of-way are to have
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
-EXISTING POWER,.,POLE
4,
tJAXIMUM PROPOSED PARKING CALCULATIONS
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
V1 1. Any unusual subsurface conditions encountered during the course of construction shall be
EXISTING TELEPHONE POLE
BUILDING HEIGHT: 35 FEET PROVIDED: 22 SPACES
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
EXISTING WATERLINE W/ TEE
REQUIRED REQUIRED: I/EMPLOYEE 14
condition at all times.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
1/250 SF (1,(bbO SF OFFICE) =-7
14.
Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V1 2. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATERLINE W/ TEE W
W 1T W
BUILDING SETBACKS: FRONT: 35 FEET
SIDE: 15 FEET EXTRA SPACES: =1
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
prior to placement of fill.
EXISTING FIRE HYDRANT
ryul
REAR: 15 FEET TOTAL SPACES: =22
MIN. REQUIRED H.G. SPACES = 1
sheets, and connections to existing lines.
V1 3. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
REQUIRED PROVIDED H.G. SPACES = I
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
be compacted in 6" lifts to 95% of theoretical maximum density as determined by
EXISTING WATER VALVE
PARKING SETBACKS: FRONT: 5FEET
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
PROPOSED WATER METER
SIDE: 5 FEET LOADING CALCULATIONS
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
REAR: 5 FEET I SPAGE
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
performed by a qualified independent agency shall be conducted as required in the VDOT
Road Bridge Specifications.
EXISTING REDUCER ------
PROVIDED:
REQUIRED: I SPACE
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prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
and A copy of all tests shall be submitted to VDOT prior to
PROPOSED REDUCER
(1/40,000 SF (WAREHOUSE))
utility verification and the proposed construction.
final VDOT approval.
STOP SIGN
LANDSCAPE TABULATIONS
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
V14. VDOT Standard CID and UD underdrains shall be installed where indicated on these plans
HANDICAP RAMP (CG-12)
SITE AREA: 4.00 AC, F.A.R. CALCULATIONS
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result of his construction project within or contiguous to the existing right-of-way.
and further where determined necessary by VDOT Inspector.
DENOTES LOCATION OF STD VDOT
IMPERVIOUS AREA: 1.55 AC, (6-7,462 SF) SITE AREA: 4.00 AG
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18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
V15. The installation of any entrances and mailboxes within any dedicated street right-of-way
CG-12 AND/OR JURISDICTIONAL
STANDARD AMP CONSTRUCTION
PARKING:
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must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
shall meet VDOT minimum design
gn standards and is the developer's responsibility.
PARKING INDICATOR
1PAVED:
A
PA 3-7,462 SF FAR BUILDING AREA
BUILDING: 30,000 SF 0.1-7 50,000 SFU
development permits.
V16. If required by the local VDOT Residency Office, copies of all invoices for materials within
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
PROPOSED BUILDING:
LANDSCAPE OPEN SPAGE:
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19.
The developer will be responsible for the relocation of any utilities which is required as a result of his
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
TEST PIT LOCATION
REQUIRED: 1.00 AC, (25%)
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project. The relocation should be done prior to construction.
acceptance of work. Unit and total prices may be obscured.
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20.
These plans identify the location of all known grovesites. Gravesites shown on this plan will be protected
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
PROVIDED: 1.01 AG (25%)
(GRAVEL STORAGE YAtZD: 62,1b2 5F � 1.44 AG})
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in accordance with state law. In the event gravesites are discovered during construction, the owner and
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
HANDICAP PARKING
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engineer must be notified immediately.
account receivable basis.
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PLANTING REGUIREMENT5
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21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
V18. Final location of CG-12 curb romps shall be determined by VDOT inspector.
VEHICLES PER DAY COUNT
100
PARKING PERIMETER: I TREE/40 LF
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at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
PROPOSED BUILDING ENTRANCE
PROPOSED PERIMETER L7-N6TH: 200 LF
TREES REQUIRED: 5 TREES
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FIRE AIARSHAL'S NOTE
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22.
Controlled fills shall be compacted to 95% of maximum density as determined by method per standard
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proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
EXISTING STREET LIGHT
INTERIOR PARKING LO I I TREE/10 SPACES
professional engineer and results submitted to Frederick County prior to pavement construction. If a
Fire lane markings and signa
TOTAL SPACES: 22 SPACES
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geotechnical report has been prepared, it should supersede the requirements in this note.
Fire Lanes required at all fire hydrants and fire department connections,
PROPOSED STIR NAME SIGN
STREET
+
TREES REQUIRED: 3 TREES
0
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to the
PROPOSED SANITARY LATERAL CLEANOUT
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23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
as well as all normal and emergency access points structure.
TOTAL REQUIRED TREES: 8 TREES
co 4.1
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
Any "No Parking" signs and yellow pointed curb locations will be installed
by field inspection at the direction of the Fire Marshall's Office.
SANITARY MANHOLE IDENTIFIER
12
TOTAL PROVIDED TREES: 85TREES
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
STORM DRAIN STRUCTURE IDENTIFIER
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24.
All 5' noted.
radii unless otherwise
FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD#
25.
Boundary information is taken from a record by Furstenau Surveying dated August 16, 2000.
PRESSURE
ENVIRONMENTAL FEATURES
plot prepared
Existing topography field by Greenway Engineering in June 2000. The contour interval is 2 feet.
STA11C STATIC PRESSURE
EASEMENT LINE
PERCENT wN801MMOr6
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was surveyed
RESIDUAL PRESSURE
26.
All proposed outdoor lighting shall be arranged to deflect glare away from adjoining properties and public streets.
RESIDUAL PRESSURE
AVAILABLE FLOW = AVAILABLE FLOW =
CENTERLINE
FEATURE DISTURBED_
ISTURDED too
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27.
All proposed utilities shall be located underground.
SOURCE: SOURCE:
EXISTING SPOT ELEVATION
+
FLOODPLAINS 0 -
LAKES PONDS 0
N
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28.
Building shall comply with The Virginia Uniform Statewide Building Code and section 311, use group S (storage) of
9
DATE: DATE:
PROPOSED SPOT ELEVATION
1151
V4ETLANDS AAG 0 Ga
the BOCA National Building Cocle/1996. Other code that applies is CABO A1117.1-92 Usable and Accessible
EXISTING TREE LINE
SINKHOLES 0
Buildings and Facilities. The building shall comply with all special inspection requirements of chapter 17 of BOCA,
NATURAL S.W.0
and criteria set forth in table 503 of BOCA for required building height and -area limitations for this structure.
DETENTION AREAS * THIS SITE PLAN 15 TO COMPLY WITH THE PROFFERED CONDITIONS
29.
Inoperable motor vehicles and the storage of automotive parts may not be stored outside of a completely enclosed
EXISTING TREE 15
ASSOCIATED WITH REZONING #011-cib, APPROVED ON OCTOE3ER
14, 1 q cl b.
structure in the B3 zoning district.
STEEP SLOPES 0
FCSA CONSTRUCTION NOTES
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PROPOSED TREE ro- 1 15" OAK 15" PINE
> 15%
ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL
VqOOPLAND5 0 1
MEET THE REQUIRED ZONING STANDARDS OF FREDERICr, COUNTY
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
UTILITY CONTACTS
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
DATE
REVISION
SEAL
COVER VER SHEET
P.O. Box 1877 P.O. Box 2400
INSPECTOR.
12/12/00
REVISIONS PER FGSA,\/DOT,
COUNT-T- GOt-IMENT
Project Name:
Winchester, VA. 22604 Winchester, VA 22604
(540) 868-1061 (540) 869-1111
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
GOLLISION REPAIR GENTER
12/20/00
REVISIONS PER COUNTY COMMENT
Power: Allegheny Power Phone: Bell -Atlantic
AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO
01/03/01
UTILITY REVISIONS, PER BUILDING FOOTPRINT
P.O. Box 1458 P.O. Box 17398
BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE
Owner: Address, Including Zip Code & Telephone No.
Hagerstown, MID 21741 Baltimore, MID 21297
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN
01/1 1/01
TEXT REVISIONS TO STORAGE YARD PER
.
PLANNING GOMIMENTS
1-800-654-3317 (301) 954-6282
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
P.O. BOX 3243
ASSEMBLY INSTALLED CORRECTLY.
RT a T PARTNERSHIP WINCHESTER, VA 22604
MISS UTILITY 1-800-257-7777
01116101
TEXT REVISIONS TO PARKING
TABULATIONS
ARK D. SMITH
(CONTACT DEVELOPER
BY TELEPHONE)
5. 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
No. 0228,37 Q�
P4
AND YVL FIELD REVISIONS
Developer: Address, Including Zip Code & Telephone No.
01122101
REVISIONS PER COUNTY GOMMENT
TRIP CENERA TION DATA
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
P.O. BOX 2530
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES.
C. FOR ALL 1 1/2" AND 2" WATER SERVICES,
ASSH0VqARP
10
SHOG<EY a SONS WINCHESTER, VA 22603
THE AUTHORITY SHALL MAKE THE TAP AND BRING THE
SHEE T INDEX
1,
(540) 667-7700
GLASS
USE
DESCRIPTION
PERSONNEL
TRIP RATE USE
VPP
PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
THE AUTHORITY WILL INSTALL THE METER.
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
110
PAINT ff E30DY
30,000 SF
15
3.02
45.5
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
151 WINDY HILL LANE
SHOP
BUILDING
EMPLOYEES
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
WINCHESTER, VA 22602
6REENVqA"r EN/INEERIN6
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
(540) 662-4185
PROFESSIONAL SEAL & SIGNATURE
B. THE DEVELOPER /CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
SHEET COVER SHEET
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
COMPLETED.
SHEET 2 SITE PLAN
THESE PLANS ARE IN CONFORMANCE WITH
APPROVAL
7,4o(
DATE:
I
OCT-2000
A
HANDICAPPED PARKING NOTE
SCALE:
N/A
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
SHEET5 EROSION AND SEDIMENT
CONTROL PLAN
COUNTY OF FREDERICK STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
Handicapped parking spaces and aisles shall slope
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION
IN THESE PLANS SHALL BE APPROVED BY
'11��ING ADMINISTRATOR' DATE
DESIGNED BY:
no greater than 2% in all directions.
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A
SHEET LANDSCAPE PLAN AND DETAILS
THE ZONING ADMINISTRATOR PRIOR TO
DLF/JTA
REMOTE READOUT IS REQUIRED.
CONSTRUCTION.
SHEET DETAILS SHEET
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
JOB NO.
2219
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
SITE PLAN VALID FOR 5 YEARS FROM DATE OF APPROVAL
SHEET
1
OF 5
A REMOTE READOUT IS REQUIRED.
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DATE: 09/18/00
FROM EXISTING WATER AND SANITARY
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IDESIGNED
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KERN5TOWN BUSINE55 PARK LOTS 12-13
Erosion and Sediment Control
Narrative
Project Description
The purpose of this project Is for the construction of a 30,000 SF building and associated
paved surface improvements in the Kernstown Business Park, Frederick County, Virginia.
The overall site area is 4.0 acres, and the site disturbed area for this project is 4.0 acres.
Existing Site Conditions
The site is currently a vacant tract. The property drains to 3 outfall points. Two GMP pipe
culverts provide stormwater outfall along Prosperity Drive. The third outfall point drains to
the southwest Into Lot II of the Kernstown Business Park.
Adjoining Properties
The site borders other vacant B-3 land use to the north, west, and south. To the east,
the Site Is adjacent vacant land zoned B-2.
Solis
Soils In this area are classified as Ghllhowie silty clay looms (8B). The 813 soil typically has slow
permeability, medlum surface runoff and erodability.
Erosion Control Measures
Hold pre -construction meeting on site.
Install tree protection.
Install construction entrance.
Install silt fence 4 diversion dike
Install sediment traps.
Glear and grade site.
Install storm culvert Inlet and outlet protection.
Upon completion of grading, stabilize the site.
Temporary Stabilization
Temporary stabilization shall be applied to any denuded areas of the site that are not
continuously worked within 7 days.
Permanent Stabilization
Permanent erosion control measures Include the establishment of grass on all surfaces not
paved or built upon. Permanent stabilization shall be accomplished in accordance with the
seeding schedule below and Section 3.32 of the Virginia Erosion and Sediment Control
Handbook.
Seeding Schedule
I. Topsoil shall be spread at a minimum depth of 4".
2. Pulverized agricultural limestone shall be Incorporated Into the topsoil at a rate of C12 Ibs
per 1,000 sf (2 tons per acre).
3. Fertilize with 10-10-10 at a rate of 23 Ibs per 1,000 sf (1,000 Ibs per acre).
4. Seed mix consisting of 61% Kentucky 31 Tall Fescue and 33% Red Glover.
5. Straw mulch shall be applied to all seeded areas at a rate of 3500 Ibs per acre and
anchored with cutback or emulsified asphalt at a rate of 200 gallons per acre.
Maintenance Program
I. The contractor shall Inspect all erosion and sediment control measures after each rainfall
and at least daily during prolonged rainfall. Damaged or deficient areas shall be repaired
or replaced immediately.
2. The contractor shall make a daily review of all areas of construction activity to insure
erosion control effectiveness. Additional measures shall be Installed Immediately where
deficiencies are found.
3. Sediment shall be removed when the sediment volume reaches one half the height of the
trapping device.
4. All required permits and fees to begin land disturbance shall be the responsibility of the
contractor.
Erosion and Sediment Control Notes
I. All vegetative, structural erosion, and sediment control practices shall be constructed
and maintained In accordance with the minimum standards and specifications set forth in
the latest edition of the Virginia Erosion and Sediment Control Handbook and Virginia
VR 625-02-00 Erosion and Sediment Control Regulations.
2. The contractor shall Install the tree protection, silt fence and construction entrance as
shown In the plan prior to or as a first step In clearing.
3 Within seven days of reaching final grade, the contractor shall Install permanent
stabilization to disturbed areas that are not to be paved or built upon.
4. The contractor will contact the plan approving authority one week prior to the
commencement of land disturbing activity and one week prior to final inspection.
5. The contractor is responsible for Installation of any additional erosion control measures
necessary to prevent erosion and sedimentation as determined by the plan approving
authority.
6. A copy of the approved erosion and sediment control plan shall be maintained on the
site at ail times.
7. The contractor iS responsible for maintaining drainage of all disturbed areas to sediment
control devices at all times.
8. The contractor shall inspect all erosion control measures periodically and after each
runoff producing rainfall event. Any necessary repairs of cleanup to maintain the
effectiveness of the erosion control devices shall be made Immediately.
a. Topsoil stockpile shall be stabilized with silt fence and temporary seeding. Excess
topsoil shall be removed from the site and disposed of in accordance with the
the Erosion and Sediment Control hondbok at a permitted disposal area.
R 0 CK CHECK DAM
2-10 ACRES OF DRAINAGE AREA:
FIL
(Of
(DOWNSTREAM VIEW)
VDOT #1
COARSE AGGREGATE
FLOW
RCE: VA. DSWC
CLASS I RIPRAP
PLATE. 3.20-1
SEDIMENT TRAM' GOMPUTATI ONS
TRAP
NO.
DRAINAGE
AREA
AGRE5
5TORAGE
REQUIRED
GU.FT.
STORAGE
PROVIDED
GU.FT.
L
FT.
W
FT.
D
FT.
L
FT.
W
FT.
H
FT.
DEPTH
FT.
1.0
7 3 7
13125
125
3
6
2.
00
15 00
80
3
15
3
2.
14 475
100
4
3
15
3
1.
TEMPORARY SEDIMENT TRAP
-SEE PLATE 3.13-1
L
COARSE AOOREOATE CLASS I RIPRAP
CROSS SECTION OF OUTLET
CLASS I F~ LENGTH (•1 FEM
AREA
8 % DRARMOE
(IH AC.)
%k / OWE
S �� �/�/
caARST: AIX,YtEGATE �
IXCAVATED ( / % / MTER CLOTH
.-COARSE AGGREGATE SHALL BE VDOT /3, /357 OR /5
OUTLET (PERSPECTIVE VIEW)
SOURCE: VA. DSWC PLATE. 3.13-2
CONSTRUCTIONSTONE
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r�t�t••r••
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PLAN VIEW
OPOM"
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1-II-11 .•I•I.•.I.•I••I.•.•�.•�'•.�'al.�••.�••�'•�'•�'•N
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SECTION
SECTION
y 'A MU i! x ti srdr.tU. f :. :uc:.!r 1d✓ ShfnfflLCwW
old v 05W Pde/
CONSTRUCTION OF
A SILT FENCE
(WITHOUT WIRE
SUPPORT)
1. SET THE STAKES.
2. EXCAVATE A 47X 4" TRENCH
UPSLOPE ALONG THE LINE OF
WMAX.
STAKES.
FLOW
3. STAPLE F11TER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
1-1
FLOW
4"
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET T'I W INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULI) BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
6dapted 1rca IL Wktim aI Suer and Fabric Elie Burim for Sediment CmtmLVL MW PIATL 3.05-2
1 and wham
EROSION/SEDIMENT CONTROL LEGEND
NO.
KEY
SYMBOL
IDESGRIPTION
3.02
GE
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
3.05
O-
SILT FENCE
3.12
OIlk
1111k
�-
DIVERSION DIKE
- - - --
LIMITS OF CLEARING d GRADING
3.13
5T
SEDIMENT TRAP
3.0-7
GIP
®
CULVERT INLET PROTECTION
3.18
®
CULVERT OUTLET PROTECTION
5.20
O
CHECK DAM
- 4e_� - - DRAINAGE DIVIDE
TEMPORARY DIVERSION DIKE
Compacted Soil
T
18" m[n.
now
4.5' min.
SOURCE: VA. DSWC PLATE 3.09-1
TABLE 3,31-B
ACCEPTABLE
TEMPORARY SEEDING PLANT MATERIALS
'QUICK
REFERENCE FOR ALL REGIONS'
Rate
Planting
Dates
Species (lbs,/acre)
Sept. 1 -
Feb. 15
50/50 Mix of
Annual Ryegrass
(Lo(ium multi-florum)
& 50-100
Cereal (Winter) Rye
(Secal cerea(e)
Feb, 16 -
Apr. 30
Anuat Ryegrass 60 - 100
(Lolilum mu(ti-florum)
May 1 -
Aug. 31
German Millet 50
(Setaria italica)
Seedina
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,
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/M❑UNTAIN AREA
Minimum Care Lawn
- Commercial or Residential
- Kentucky 31 or Turf -Type Tall Fescue
- Improved Perennial Ryegrass w
- Kentucky Bluegrass
High -Maintenance Lawn
Minimum of three 0) up to five (5) varieties of
blueqrass from approved list for use in Virgini_1
Total Lbs,
Per Acre
200-250 lbs.
90-100%
0-10%
0-10%
General Slope (311 or less)
- Kentucky 31 Fescue 128 lbs.
Red Top Grass 2 tbs.
- Seasonal Nurse Cropww 20 lbs.
T5lambs
Low -Maintenance Slope (Steeper than 311)
- Kentucky 31 Fescue 108 lbs.
- Red Top Grass 2 lbs.
- Seasonal Nurse Cropww 20 lbs.
- Crownvetch www 20 lbs.
150 lbs
w Perennial Ryegrass will germinate faster and at lower soil
temperatures than fescue, thereby providing cover and erosion
resistance for seedbed.
ww Use $easonal nurse crop in accordance with seeding dates as
stated below,
March Aprilgth l
through May 15st 5❑th Annual Rye
et
November6 th ough Febuph ruary ct th F Annualoxtalt Rye
www 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 (ow-maintance mixtures during warmer
seeding periods] add 10-20 lbs/acre In mixes,
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� ` e
LIMITS OF GLE
AND 62RAD I NG,
SET TREE LEVEL AND PLUMB --STRAIGHTEN
AFTER 5ETTLEMENT IF REQUIRED. SET TREE
WITH TOP 1/5 OF ROOT BALL ABOVE FINISHED
GRADE
ENGASE WIRE AROUND TRUNGK IN BLACK
RUBBER HOSE. SECURE AT HE16HT ABOVE
FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE
REMOVE TOP 1/3 OF BURLAP AND GUT ROPE
AND/OR REMOVE WIRE BASKET FROM BALL
GUY WIRE #12 GAUGE
2" DOUBLE SHREDDED HARDWOOD
3" SOIL SAUCER
3 STAKES
BAGKF ILL
LIGHTLY GOMPAGTED SETTLING MOUND
SUBGRADE
TYPICAL PLANTING DETAIL-- EVERGREEN TREES
(NOT TO 5GALE)
112 LE'i'LAND G'rFRESS
2�) HONEY 1__.___000ST
6UY WIRE #12 GAUGE
3 STAKES
RUBBER HOSE
TREE WRAP WITH 50% OVERLAP
2" DOUBLE SHREDDED HARDWOOD
MULGH/3" SAUCER. PLACE TOP 1/8 OF
ROOTBALL ABOVE FINISH GRADE
ROOTBALL-REMOVE TOP 1/3 OF
BURLAP AND CUT ROPE AND/OR
REMOVE WIRE BASKET FROM BALL
BAGKFILL
LIGHTLY COMPACTED SETTLING MOUND
5UBGRADE
TYPICAL PLANTING DETAIL-- TREES UNDER 2-112" CALIPER
(NOT TO 5GALE)
R.�
LIMITS OF GLE
AND 62RAD I NG,
SET TREE LEVEL AND PLUMB --STRAIGHTEN
AFTER 5ETTLEMENT IF REQUIRED. SET TREE
WITH TOP 1/5 OF ROOT BALL ABOVE FINISHED
GRADE
ENGASE WIRE AROUND TRUNGK IN BLACK
RUBBER HOSE. SECURE AT HE16HT ABOVE
FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE
REMOVE TOP 1/3 OF BURLAP AND GUT ROPE
AND/OR REMOVE WIRE BASKET FROM BALL
GUY WIRE #12 GAUGE
2" DOUBLE SHREDDED HARDWOOD
3" SOIL SAUCER
3 STAKES
BAGKF ILL
LIGHTLY GOMPAGTED SETTLING MOUND
SUBGRADE
TYPICAL PLANTING DETAIL-- EVERGREEN TREES
(NOT TO 5GALE)
112 LE'i'LAND G'rFRESS
2�) HONEY 1__.___000ST
6UY WIRE #12 GAUGE
3 STAKES
RUBBER HOSE
TREE WRAP WITH 50% OVERLAP
2" DOUBLE SHREDDED HARDWOOD
MULGH/3" SAUCER. PLACE TOP 1/8 OF
ROOTBALL ABOVE FINISH GRADE
ROOTBALL-REMOVE TOP 1/3 OF
BURLAP AND CUT ROPE AND/OR
REMOVE WIRE BASKET FROM BALL
BAGKFILL
LIGHTLY COMPACTED SETTLING MOUND
5UBGRADE
TYPICAL PLANTING DETAIL-- TREES UNDER 2-112" CALIPER
(NOT TO 5GALE)
R.�
SYM.
BOTANICAL NAME
COMMON NAME
SIZE (HEIGHT)
QUANTITY
REMARKS
BF'H
A
ILEX X MESERVERE
BLUE
3' HT
30
4' OG
PRI NGESS
GUPRSSOGYPARIS
LEYLAND
4' HT
LG
LLEYLANDII
GYPRESS
112
5' OG
6LEDITSIA
THORNLESS
TH
TRIAGNATHOS
HONEYLOGUS
2" GAL
35
'ENERMIS'
SM
AGER
SUGAR
2 GAL
28
10' OC
wl
SAGHARINUM
MAPLE
CERG 15
EASTERN
R
®
GANADENSIS
REDBUD
2" GAL
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No:022837
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DATE: OCT-2000
ALL SIZES SPECIFIED ARE AT TIME OF PLANTING. SCALE: 1" = 30'
ALL TREES SHALL BE NURSERY GROWN, BALLED AND BURLAPPED, AND PLANTED IN
AGGORDANGE WITH THE LANDSCAPE SPEGIFIGATIONS ADOPTED JOINTLY BY THE DESIGNED BY: DLF/JT
VIR6INIA NURSERYMEN'S ASSOGIATION, THE VIR6INIA SOCIETY OF LANDSCAPE
DESIGNERS AND THE VIR6INIA GHAPTER OF THE AMERIGAN SOCIETY OF LANDSCAPE JOB NO. 2219
ARGHI TECTS.
SHEET 4 OF 5
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trench width
G.
uirL°d
6" dia. schedule 40
steel pipe rflled with-4,:3'
concrete and painted
yellow 7.
18, dia.
concrete .;
encasement � ".' .i�
DOLLARD DETAIL
3 direction of setting to be approved prior to installation
as required concrete pad l'-6" sq. x 6" deep
2" min. - 6" max. - [� -
stone to be minimum screw type
of 6" above top of base adjustable
VOIVC box
locator peg
mechanical joint
swivel tee with
6" branch
FIRE HYDRANT ASSEMBLY
Figure 9
cast Iron cleanout cap with brass plug
R havingg o countersunk square head
Pandia Model PA4SV-CSK (4')
Panello Model PA6SV-CSK (6")
finished rode
square concrete skid pad
20'x 20"x 12' deep
I
1 aggregate base
( depth 3" )
cleanout pipe
SDR 21
sanitary
sewer morn
wye 45' bend
6' stone bedding
NOTE Where length of service lateral to exceeds 75'
a cleanout assembly shall be furnished at the
property line.
SEWER CLEANOUT
Figure 17
cast in place access door,
centered in top
(see note 1)
varies
2' max.
at property line
(see note 2)
roadway box
E
2" type K copper
tubing (no joints
N
from main to
curb stop)
"-saddle with
corporation
water stop
main
ball valve curb stop-/
with FIP ends, with
2" gate valve
operating nut
CUTOUT DETAIL
typical
Ford FC HH 77 HC-158
2" custom setter
(meter by FCSA)
standard
flat top for
4' diameter
manhole
finished
grade
3' riser section
for 4' diameter
manhole
with cutouts
solid support blocks
under custom setter
6" stone bedding
NOTES:
1. Access door shall be by Halliday Products
or our approved equal:
a) in non -traffic area - model no. S1R3030
b) in traffic area - model no. H1R2424
2. Water service crossing street shall be encased
in 6" dia. SCH40 PVC or SDR21 piping. The
piping shall run from one foot beyond sidewalk,
across the street, to one foot beyond sidewalk.
1 1 /2" and 2" METER INSTALLATION
Figure 6
AMENDMENT NO. 2 - APRIL 1997
AMENDMENT NO. 3 - OCTOBER 1998
cc-,z
3'-0' I Permiasible
Vtn. II Construction
P
CG-12 T K Pay tin a 00-17
®4' Min-sidawalk a. o.e.
RADIAL PLAN
A —tea.
5 x 8'Bum 012'c`c
Minimum Conembe
Cover 1%,
perni albl.
Construction Joint
Taper curb height down Y�
to a at this poled or Pay une
continue at full height CG-1 0
where applicable. 117 2 R
4`5 x B' Bors012' c-c •o•o• o.o.o•o•
•o.o• o.o•o•o•o
Minimum Concrete oo Vor. 3' Min. o• o
V width Sidewalk Cover 114 • o
o•o o• 1-1or Sidewalk Space 23 0
P.rnk.ibls
Construction Joint S
Pay Lin. CG-12 ea
U
E a o
TYPICAL ALTERNATE RADIAL PLAN z
FOR USE AT APPLICABLE STREET
CONNECTIONS AND COMMERCIAL * Far commercial entrance
ENTRANCES. (Nsovy buck Traffk ='Pl'
w Standard CC-13 sheet 2 .10
vs•
Jd'
� � \ A � ."•W F7p4 � I
B Var. width
B o •o
��' o�' ' o•
_o
SWawdk or f; i
_I
o
Z •• •o o. o•000'o��000
�{p o •o, o
o• ooco
Space e'
6' ~ oo �c' • o,
o o
Slope 12 : 1 Maximum
A —J TANGENT
PLAN e_a.
ISOMETRIC
VIEW
®Y when St'd.CG-3 Cq-7 Is used.
Curb narrnp floor to Is dace A-3 Concrete, (dose A-4 H precast) with slip-rsektant Integral
r-4' is the minimum detectable warning surface covering the entire width of the ramp Hoar (romp floor may be
_
Side oar Am aut 6uHer stri
Se ( p)
I 7'-4"
requirement to precast or cost in dace). The detectable warning shall be provided by an exposed oggrwgats
slope finlah. Romp shall not exceed a maximum sloped 12 : 1.
ochMve a 12 : 1 N
I Flared to be floor by
M.d. CG-2
or OG-6
sides of curb ramp poured monollthicoBy with romp or using per -
a - - miselble construction joint with required bars.
4"
f
Iframp floor 4 holes mud be provided for bare r. that adjoiningonce flared
I In pi t romp
sides can be mst In pkxx titer plaeemerd d priced romp floor. Precast rnncnrte shall
be close A-4.
USED
BE DMM WHEN THE ENTRANCE
Y 1I CANNOT
RApI GAfdHQf ACCOMMODATE THE TURNING Required ban an to be N0.3 x e' placed 1' center to center along both aidse of the ramp
SECTION A -A
REQUIREMENTS of ANTICIPATED HEAVY TRUCK flour, mkt -depth of ramp floor. Minimum concrete cover 1u".
TRAFFIC.
Curb romps will be measured and pola for at the contract unit prim far Hydraulic Cement
Concrete Sidewalk and Exposed onnagab sidewalk complete In pleas.
S x e" Bon O 12'c-c
Permisetble Construction Curb/curb and gutter slope transitions adjacent to curb romps are Included In payrnerd
Slope 12 1 Maximum
Joint for curb/curb and gutter.
This Nam may be When t
used In conjunction with standard CG-3 on this the curb face this Sbar.1 rd I.
prcoad or cad in ploce.
., ..
to is adjusted tomatdn the mountobl. curb configuration.
,.:
Curb Romps are to be located as shown an the plane or as directed by the Engineer.
SECTION B-B
11 Accessibleroute Is defined as a continuous They are to be provided d Intersections wim ver an aceerlble route®wlthln the tight- of-
o •
umtts of Exposed o" eg t. sidewalk
unobstructed. stable, nrm and sgp mobstmd way of a Highway Fedity crosses a curb regordlew of whattsr sidewalk le editing•
path connecting ON ael:aee9 , GIN Mae of a proposed or nonexlWant They may be oHeet from pedewtH n crosswalk hown an plane
ostopt
facility that con be approaded. entered and or as dkwcted by the Engineer, but daula not be l000ted behind vehicle Ones.
V Treatment where width of sidewalk or Idswalk
`+scud by persons with mobfiily impairments. Existing fight poles, fire hydrants. drop Inlets, abc. will also affect placement
space 1. kw thou 7'-4-
CURB RAMP
SPECIFICATION
REFERENCE
(PERSONS WITH MOBILITY IMPAIRMENTS)
Revised 3-25-9e
VIRGINIA DEPARTMENT OF TRANSPORTATION
5
304
CG-11
XXStreet approach same
(radius to be as
A r dw y as mainline
shown on plans)
(Radius
to be as
\
C
Radial binotion
� curb and gutter
shown on pans)
r2'
�,f
-I B
(sYd. CG-B)
I_
6'
I I
6"
Close A3 (H.E.S. tl s
a (Optional Flow
----- --- �-
Concrete •
Expansion
_ot
w I
nt
Expansion Joint
A I I
SECTION C—C
011
Note: Width V 2'-0" or as Mainline roadway
shown on typical section. PLAN VIEW
Construct Grade changes with a parabolic curve.
10' Parabolic Curve
Edge of shoulder 8X MaX
or Optional Flow Line Slope Change I5J
D
When St'd. CG-11 is used for entrances built
------
In conjunction with VDOT projects, please
Moinline Roadway �—
note the following:
ex Max ri
Slope Change
D
)tXMainNne pavement shall be constructed
D
to the R/W line (except any subgrade
40' Min. for Str:et Connection
stabilization required for mainline
pavementwhich con be omitted In
20' Desirable for Commercial Entr.
the entrance.)
5' Mtn.
SECTION A - A
♦ Radial curb or combination curb
and gutter shalll not be constructed
beyond the R/1W line except for
replacement purposes.
When used In conjunction with standard
Guidelines for Grade Change
D
cc-3 or cG-7„ the curb face on this
Standard Is to be adjusted to match the
Entrance Volume Desirable Maximum
mountable curb configuration.
High (more than 1500 VPO) 0 %
3 X
See Standard CG-12 for Curb Ramp design
to be used with this Standard.
Medium •500-1500 VPD) 3 %
6 x
When the entrance rodrl cannot accommodate
the turning requirements of anticipated heavy
Low (less than 500 VPD) 1 6 X
8 %
truck traffic, consideration should be given to
increasing the depth of adjacent proposed
sidewalk to 7 Inches.
X Optional flowline may be used for entrances
in cut sections.
Optional flowlins may require warping of a
portion of gutter to preclude ponding of water.
SPECIFICATION
METHOD OF TREATMENT —
CONNECTION FOR STREET INTERSECTIONS
502 AND COMMERCIAL ENTRANCES
VIRGINIA DEPARTMENT OF TRANSPORTATION 203.08
d
!•
I6" A 4 16"
MAC
24" #6 REBAR5
FOR WHEEL STOP
11
V
SECTION A -A
WHEEL STOP DETAIL
NOT TO SCALE
�— PAVEMENT —�-
2' CURB GUT
1 �21
9_
a
e
T
\/DOT SPEC.
414.03, GL. I,
TYPE A
TYPE 15CUPPER DETAIL
NOT TO 5GALE
d
7Mr ere error be .suss -t
at tM .p0.a of We -b-b.,
TO& curb err y be IW .Awn
dsdwr ere.! A b IPN ar I.er
IMi one ,s !rR .r
� b .rbsi ! .ewber
.woe a"Mv.aue°iw�o-'i r�r.a�r.e.
ViATER LINE PROFILES
770 710 7-10
76S EXISTING GRADE AT CENTERLINE 765 PROPOSED EIUILDING -765
PROP05E�15RAV�EAT
PR
PO
D 6
AT GENTERLINE
—
760
�OENTF��RLINI�
760
�— 760
XI5TIN6 6RADE'
}
T GENTERLINE
3' MIN GOVER
' miI,
GOVE
755 all 1,14/L
5DR-21
6" 51?R-21 I^l/L
755
755
J
_J
W
z
LU
U_Lu
••
CIL
CCC <
Z
Q
750 Q
? LC750
Q _
?
ll j
750
Ili
LL
> %}
)
c0
O
�: 1�t1
`X
O
iz��
(Y
_ x . dJ4
LL
�. I
II 11
I I
-
-
II N
1
w
,
745
11
n
745
u
745
10
+ I I + 12
+ 10
+
I I +
7h. baron a rice alb and
WI btier: si•p. d
.sib- a.ssr pro a
.4610 cur, lope .f 7- V
mrsreri.a.
seer ....0 rreewe sea„-ww.d
dnenage kR. Ile Oafl.re d ace cob
sed
w om�.raba• a.weerPa`alt"
OW to 1 e depth of tds paw,rr,it
lrotc
Nr<nwbatwn sae • sew milk.
(slow fo. er -b)eke b.
Pee ow er rodld oanekiNkn .b a 1~
This 11- my a p,.ve! ar a..t h pt.a•.
Canweis t• M C1ere A R aa.t h pba.,
40DOP81 R rwart
COMBINATION 6" CURB & GUTTER
106
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
J.
ONS I TE TYPICAL PAVEMENT SECTION
NOT TO 5GALE
PAVEMENT SECTION
2" 5M-12.5A SURFAGE GOUR5E
8" 5036A5E VDOT STD. 6R-21A
� 1 I d 11=1 11=1 I I Ed I IIE II 11=1 I II � II I Ed I I-- GOMPAGTED 5066RADE
(GOMPAGTED TO G5% DEN5ITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-1 METHOD)
PAVEMENT DE-516N BASED ON A 5UBC-RA1 EE GBR DE5161N VALUE OF 6. 501L TEST
OF THE 5UB6RADE MU5T SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT 5EGTION THIGKNE-56 PRIOR TO CONSTRUCTION.
ONSITE TYPICAL PAVEMENT SECTION
NOT TO SCALE
GRAVEL SECTION
6" SUBBASE VDOT 5TD. 6R-21A
i I I I ITT I I ITT I I I I I I I I I i I I I I I i I I I I I i I I I ITT I I I i GOMPAGTED 5UB6RADE
(GOMPAGTED TO L15% DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-1 METHOD)
PAVEMENT DE516N BASED ON A 5056RADE CDR DESIGN VALUE OF 6. 501L TEST
OF THE 5UB6RADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO GON51RUGTION.
1.
C'
C
II1St`')I 1.. of 2 1 -F3
bel-..TI(i C11"0 e:ld C()�'e`
with 3' of tOPF-: i) and �lyetch gr_°-dn) —�
grans send
CG
vjG ExIs,
See F.ntrarice / 1 I g
Pavement c�ction Taper I ...e
C A ,ove
[i
Fie)(l Inspector
`1• isil) approve CG--11
LI nl:'8i1Ce before CCnGil ll: tIGi1
lI<=il rI'C.al sect ic)ii
of t,'Ai ri�ince
I'X4'X4'-0' 5"T5, 2-FIN15H NAIL AT
TOP Aim BOTTOM
4'X4'Xb' POSTS
NOTE5:
I. PRE5ERVATIVE STAIN ON ALL WOOD. to
COLOR TO MATCH THAT OF BL06.
2. FINISHED 51DE OF FENCE SHALL FACE m
ADJOININ6 PROPERTY, IF APPLICABLE. o
�o
G0l'4PI.GTW &RAVEL
WOOD FENCE DETAIL
FOR BOTH DUMPSTER ENCLOSURE AND PERIMETER FENCIN6
NOT TO 5(-ALE
TRASH DUMPSTER PAD
(NOT TO 5GALE)
HIRE MESH REINFORGIN6 VD.O.T.
ROAD AND BRID6E 5TANDARD5 5EGTION 501.04
44
e�
6� ,..• .- ., .
GLA55 A-5 GONGRETE
6" BA5E 21-A
GOMPAGTED 5UBGRADE
(COMPACTED TO 4596 DENSITY AT OPTIMUM
M015TIJRE CONTENT, VOOT 5TM-I METHOD)
501L TEST OF THE SU56RADE MUST SUBMITTED FOR AGTUAL DETERMINATION OF
REQUIRED CONCRETE SLAB SECTION THIGKNE55 PRIOR TO GONSTRLGTION.
END SECTION 12 60" PIPE
ALTERNATE END- SECTION 12"- 60" PIPE ES - I
ratio •lid an oull•I end-••clion•
'sPool.aeaalkt.aa-..riloa. __ �
------
Hub •lid a, -III cod ••[Ix",•
sPlealenawibd.leaa-wolbn• -__ _---
------
1x -r-- x
L:---_ --- -- - ) CmueIs to be
4000 PSI Min
�--._ - -- E Concede lobe
4000 PSI Min
PLAN
PLAN 4
- C _� - a
Bores lw.l fable
p I-
—
C-
Shd ladle ,•hlac•m•nl - '
I- - D i �E -i
f. -- D- I E •i
SECTION X-X END VIEW
SECTION X-X END VIEW
---- D SE - - - - DIMENSIONS - -
END SECTION DNtENSI0N5
-- - M -SECT - -- QM - ---
CAM _ a" _ -@ o)t _) y __D: -.
--- ----
DIAM A B C D E
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SPECIFICATjON
REFERENCE
' FLARLD END -SECTIONS FOR CONCRETE PIPE CULVERTS
VIRGINIA DEPARTMENT
302
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TRANSPORTATION 102 OI
REZONING REQUEST PROFFER
Property Identification Number 75-A-21)
R T .& T PARTNERSHIP (Kernstown Business Park)
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 applicants hereby proffers
that in the event the Board of Supervisors of Frederick County, Virginia,
shall approve Rezoning Application 4011-98 for the rezoning of 17.84 acres
from B-2, Business General District to B-3, Industrial Transition District,
development of the subject property shall be done in conformity with the
terms and conditions set forth herein, except to tie extent that such terms
and conditions may be subsequently amended or revised by the applicants and
such be approved by the Frederick County Board of Supervisors in accordance
with Virginia law. In the event that such rezoning is not granted, then
these proffers sliall be deemed withdrawn and of no effect 'whatsoever. These
proffers shall be binding upon the applicant and their legal successors or
assigns.
PROFFERED CONDITIONS
A strip of land sixty (60) feet in width shall be dedicated to the County of
Frederick for the purpose of providing a future collector road which will
connect Valley Pike (Route 11) with Sliady Elm Road (Route 651). The
location of this dedicated strip of land is from the end of Prosperity Drive
to the western limits of parcel 75-A-2D, as demonstrated on the attached
plat which is referred to as Exhibit 1.
This voluntary dedication of land shall be valid for as long as the
'41nchester area Transportation Plan identifies this area as a potential
route for a collector road between Route 11 South and Route 651, due to the
possible expansion or change of the I-81 - Route 37 South Interchange. This
shall not be used for any private expansion of a road or development of
private lands to the west or south of this land.
::, after eight gears from ttie date signed, this land has not been used or
is not in the definite plans as a collector road between Route 11 and Route
651, t land will rive t back to the owner of record of each parcel.
l
THO'MAS C. BAKER, PARTNER DATE
THOMAS C. GLASS DATE
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MARK D. MITH
No 022837
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DATE:
OCT-2000
SCALE:
1" = 30'
DESIGNED
BY: DLF/JT
JOB NO.
2219
SHEET
5 OF 5
GENERAL NOTES
MOT GENERAL NOTES
LECEND
VICINITY MAP 50ALE 1 1000,
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1
Methods and materials used in the construction of the improvements herein shall conform to the current
V1. All work on this project shall conform to the latest editions of the Virginia Department of
EXISTING INTERMEDIATE CONTOUR
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County construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
detention basins during
and Sediment Control Regulations and any other state, federal, or local regulations
EXISTING INDEX CONTOUR
X
2.
Measures to control erosion and siltation, including ponds serving as silt construction,
applicable. In the event of conflict between any of these standards, specifications or
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must be provided prior to issuance of the site development permit. The approval of these plans in no way
plans, the most stringent shall govern.
PROPOSED CONTOUR'.
E/X E/P
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relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
EXISTING EDGE OF PAVEMENT
Control Handbook.
V2. All construction shall comply with the latest U.S. Department of Labor Occupational
PROP E/P
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
Safety & Health Administration and VOSH Rules & Regulations.
PROPOSED EDGE OF PAVEMENT
Z
(VDOT) and Frederick County prior to construction in existing State right -of-way.
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
EXISTING CURB AND GUTTER
"R. SITE
1 N A%,V
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4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
shall be in accordance with the current edition of VDOT's -work area protection manual.
PROPOSED CURB AND GUTTER
PROP C&G
,
-415, i
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required under State low.
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
0
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January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.
TRANSITION FROM CG-6 TO CG-6R
00
5.
The exact location of all guard rails will be determined by VDOT personnel. joint inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Deportment of Transportation
V4. Design features relating to construction or to regulation, control and safety of traffic may
EXISTING TELEPHONE LINE
X"
00
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
be subject to change as deemed necessary by VDOT.
PROPOSED TELEPHONE LINE -T
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responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
land use permits for any work on VDOT right-of-way.
EXISTING STORM SEWER
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6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
V6. If required by the local VDOT Residency Office, a preconstruction conference must be
PROP. 15" RGP
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representative of the developer must be available at all times.
arranged and held by the engineer and/or developer with the attendance of the
PROPOSED STORM SEWER Wag=
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7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
EXISTING SANITARY SEWER
a`-)
Control Devices (MUTCD).
V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
PROPOSED SANITARY SEWER
PROJECT INFORMATION
3:
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8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
any undetermined length of time. VDOT will also require 48 hours notice for any
EXISTING ELECTRIC SERVICE
--
------
embankment.
inspection.
9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
V8. The Contractor will be responsible for maintaining adequate access to the project from the
PROPOSED ELECTRIC SERVICE E
E
-75
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than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
adjacent public roadway through construction and maintenance of a construction entrance
EXISTING GAS LINE
PARCEL IDENTIFICATION NO. TAX MAP - (W) 21
C**40
s a)
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
STREET ADDRESS: PROSPERITY DRIVE
TOTAL AREA: 4.00 AC,
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on the plans and as required at the field inspection.
Furthermore, access to other properties affected by this project shall be maintained
PROPOSED GAS LINE G
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DISTURBED AREA: 4.00 AC,
W V)
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11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
through construction.
PROPERTY LINE
CURRENT ZONING: B-3
be minimum 6" diameter and conform to VDOT standard SB-1.
V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during
CURRENT USE: VACANT
and at the endl of construction. I
FLOW LINE
.
... ...
PROPOSED ZONING: E3-3
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
FIENCELINE
PROPOSED USE: AUTO -BODY REPAIR, PAINTING AND DETAILING
one litter receptacle shall be provided at the construction site.
V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
EXISTING POWER POLE
MAXIMUM PROPOSED PARKING CALCULATIONS
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
V11. Any unusual subsurface conditions encountered during the course of construction shall be
EXISTING TELEPHONE POLE
BUILDING HEIGHT. 35 FEET PROVIDED: 22 SPACES
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
REQUIRED: I/EMPLOYEE = 14
condition at all times.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATERLINE W1 TEE
REQUIRED 1/250 SF (1,650 SF OFFICE) _-7
14.
Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V1 2. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATERLINE W/ TEE
BUILDING SETBACKS: FRONT: 35 FEET EXTRA SPACES: =1
SIDE: 15 FEET TOTAL SPACES: 22
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
prior to placement of fill.
EXISTING FIRE HYDRANT
FEAR: 15 FEET MIN. REQUIRED H.G. SPACES I
sheets, and connections to existing lines.
V1 3. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
REQUIRED PROVIDED H.G. SPACES 1
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
be compacted in 6" lifts to 95% of theoretical maximum density as determined by
EXISTING WATER VALVE
PARKING SETBACKS: FRONT: 5 FEET
04
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
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 Inspector density tests
-PROPOSED WATER� METER
(D
SIDE; 5 FEET LOADING CALCULATIONS
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16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
REAR: 5 FEET PROVIDED: I SPACE
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
performed by a qualified independent agency shall be conducted as required in the VDOT
Road Bridge Specifications. A
EXISTING REDUCER
REQUIRED: I SPACE
W
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
and copy of all tests shall be submitted to VDOT prior to
PROPOSED REDUCER
1>
(1/40,000 SF (WAREHOUSE))
utility verification and the proposed construction.
final VDOT approval.
STOP SIGN
LANDSCAPE TABULATIONS
F=
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
V14. VDOT Standard CID and UD underdrains shall be installed where indicated on these plans
HANDICAP RAMP (CG-12)
SITE AREA: 4.00 AG F.A.R. CALCULATIONS
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result of his construction project within or contiguous to the existing right-of-way.
and further where determined necessary by VDOT Inspector.
DENOTES LOCATION OF STD VDOT
CG-12 AND/OR JURISDICTIONAL
IMPERVIOUS AREA: 1.55 AC, (67,4692 SF) SITE AREA: 4.00 A6
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18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
V15. The installation of any entrances and mailboxes within any dedicated street right-of-way
STANDARD RAMP CONSTRUCTION
PARKINO: FAR BUILDING AREA
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
shall meet VDOT minimum design standards and is the developer's responsibility.
PARKING INDICATOR
12
A
PAVED: 3-7,462 SF 0.1-7 50,000 SF
BUILDING: 30,000 SF PROPOSED BUILDING:
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development permits.
V16. If required by the local VDOT Residency Office, copies of all invoices for materials within
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
LANDSCAPE OPEN SPACE:
E_
19.
The developer will be responsible for the relocation of any utilities which is required as a result of his
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
Unit
TEST PIT LOCATION
REQUIRED: 1.00 AC, (25%)
cc
project. The relocation should be done prior to construction.
acceptance of work. and total prices may be obscured.Z
PROVIDED: 1.01 AC, (25%)
20.
These plans identify the location of all known grovesites. Gravesites shown on this plan will be protected
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
HANDICAP PARKING
(GRAVEL STORAGE YAFD: 62,1852 SF 11.44 AG})
0
in accordance with state law. In the event gravesites are discovered during construction, the owner and
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engineer must be notified immediately.
account receivable basis.
-oo->
PLANTING REQUIREMEN""13
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21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
V18. Final location of CC-12 curb romps shall be determined by VDOT inspector.
VEHICLES PER DAY COUNT
F1
PARKING PERIMETER: I TREE/40 LF
W
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at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
PROPOSED BUILDING ENTRANCE
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PROPOSED PERIMETER LEN6TH: 200 LF
TREES REQUIRED: 5 TREES
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FIRE MARSHALS NOTE
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22.
Controlled fills shall be compacted to 95% of maximum density as determined by method per standard
0
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
EXISTING STREET LIGHT
INTERIOR PARKING LOT: I TREE/10 SPACES
professional engineer and results submitted to Frederick County prior to pavement construction. If a
Fire lane markings and signage:
TOTAL SPACES: 22 SPACES
Z
geotechnical report has been prepared, it should supersede the requirements in this note.
Fire Lanes required at all fire hydrants and fire department connections,
PROPOSED STREET NAME SIGN
+
TREES REQUIRED: 3 TREES
0
PROPOSED SANITARY LATERAL CLEANOUT
ZO
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23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
as well as all normal and emergency access points to the structure.
TOTAL REQUIRED TREES: 8TREES
C,0
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
Names telephone the lines
Any "No Parking" signs and yellow pointed curb locations will be installed
by field inspection the direction the Fire Marshall's Office.
SANITARY MANHOLE IDENTIFIER
12
TOTAL PROVIDED TREES: 8 TREES
of excavation or demolition. and numbers of and operators underground utility
at of
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
STORM DRAIN STRUCTURE IDENTIFIER
�0'013
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24,
All 5'
radii unless otherwise noted.
FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD#
ENVIRONMENTAL FEATURES
25.
Boundary information is taken from a record plot prepared by Furstenou Surveying dated August 16, 2000.
field by Greenway Engineering in June 2000. The interval is 2 feet.
STATIC PRESSURE STATIC PRESSURE
EASEMENT LINE
NVI'
PERCENT
0
Existing topography was surveyed contour
RESIDUAL PRESSURE = RESIDUAL PRESSURE
26.
All proposed outdoor lighting shall be arranged to deflect glare away from adjoining properties and public streets.
AVAILABLE FLOW AVAILABLE FLOW
CENTERLINE
FEATURE DISTURBED 'p-Sa
CON30
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rl
27.
All proposed utilities shall be located underground.
SOURCE: SOURCE:
EXISTING SPOT ELEVATION
FLOODPLAINS 0
LAKES ff PONDS 0
0
28.
Building shall comply with The Virginia Uniform Statewide Building Code and section 311, use group S (storage) of
DATE: DATE:
PROPOSED SPOT ELEVATION
+
1153
WETLANDS AAC, 0
�
the BOCA National Building Code/1996. Other code that applies is CABO A1117.1-92 Usable and Accessible
EXISTING TREE LINE
n
SINKHOLES 0
Buildings and Facilities. The building shall comply with all special inspection requirements of chapter 17 of BOCA,
NATURAL S.W.0
and criteria set forth in table 503 of BOCA for required building height and area limitations for this structure.
THIS SITE PLAN IS TO COMPLY WITH THE PROFFERED CONDITIONS
DETENTION AREAS
29.
Inoperable motor vehicles and the storage of automotive parts may not be stored outside of a completely enclosed
EXISTING TREE
A55OGIATED WITH REZONING #011-cl8, APPROVED ON OCTOBER
14, lqq&.
structure in the B3 zoning district.
5TEEP SLOPES 0
>15%
FCSA CONSTRUCTION NOTES
PROPOSED TREE c`JV40OPLANDS
1511 OAK 15" PINE
ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL
0 MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
UTILITY CONTACTS
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
RATE
REVISION
SEAL
COVER SHEET
U
P.O. Box 1877 P.O. Box 2400
INSPECTOR.
12112100
REVISIONS PER FCSAVDOT, 4 COUNTY COMMENT
Project Name:
Winchester, VA. 22604 Winchester, VA 22604
(540) 868-1061 (540) 869-1111
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
GOLLISION REPAIR GENTER
12120100
REVISIONS PER COUNTY
COMMENT
Power: Allegheny Power Phone: Bell -Atlantic
AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO
01/03/01
UTILITY REVISIONS PER BUILDING FOOTPRINT
P.O. Box 1458 P.O. Box 17398
Hagerstown, MID 21741 Baltimore, MID 21297
BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN
01/11/01
TEXT REVISIONS" TO STORAGE YARD PER
Owner: Address, Including Zip Code & Telephone
No.
-
PLANNING COMMENTS
1-800-654-3317 (301) 954-6282
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
P.O. BOX 3243
ASSEMBLY INSTALLED CORRECTLY.
RT 4 T PARTNERSHIP WINCHESTER, VA 22604
MISS UTILITY 1-800-257-7777
01116101
TEXT REVISIONS TO PAR -KING TABULATIONS
ARK D. SMITH
(CONTACT DEVELOPER
BY TELEPHONE)
AND YVL FIELD REVISIONS
5. 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
No. 022837
TRIP GENERATION DATA
Developer: Address, Including Zip Code & Telephone No.
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
01122101
REVISIONS PER COUNTY
GOMMENT
P 0
P.O. BOX 2530
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES.
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY
'101VAL
HOViARD SHOCKEY a SONS WINCHESTER, VA 22603
SHALL MAKE THE TAP AND BRING THE
SHEET INDEX
(540) 667-7700
C,LA55
USE
DESCRIPTION
PERSONNEL
TRIP RATE USE
VPD
PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
THE AUTHORITY WILL INSTALL THE METER.
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
110
FAINT i E30DY
30,0005F
15
3.02
45.3
151 WINDY HILL LANE
SHOP
BUILDING
EMPLOYEES
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
WINCHESTER, VA 22602
OREENNA"T' ErINEERIN6
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
(540) 662-4185
B. THE DEVELOPER /CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
SHEET GOVER SHEET
PROFESSIONAL SEAL & SIGNATURE
6
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
COMPLETED.
SHEET 2 SITE PLAN
THESE PLANS ARE IN CONFORMANCE WITH
APPROVAL
01
DATE.
OCT -2000
- NOTE
HANDICAPPED PARKING NO
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
SHEET 3 EROSION AND SEDIMENT
GONTROL PLAN
COUNTY OF FREDERICK STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
SCALE:
N/A
Handicapped parking spaces and aisles shall slope
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013 A
SHEET LANDSCAPE PLAN AND DETAILS
IN THESE PLANS SHALL BE APPROVED BY
ADMINISTRATOR
ZYNIDATE
DESIGNED
BY:
no greater than 2% in all directions.
REMOTE READOUT IS REQUIRED.
THE ZONING ADMINISTRATOR PRIOR TO
DLF/JTANG
CONSTRUCTION.
SHEET 5 DETAILS SHEET
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
JOB NO,
2219
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
SITE PLAN VALID FOR 5 YEARS FROM DATE OF APPROVAL
SHEET
1
OF 5
A REMOTE READOUT IS REQUIRED.
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USE: GOM MERG 1� RETA I NURS
DATE: 09/18/00
T N AT A ANITARY
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SEWER UTILITY LINES.
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BY: JTA
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NO. 2219
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KERN5T0WN BU51NE55 PARK LOTS 12-13
Erosion and Sediment Control
Narrative
Project Description
The purpose of this project Is for the construction of a 30,000 5F building and assoclated
paved surface improvements in the Kernstown Business Park, Frederick County, Virginia.
The overall site area Is 4.0 acres, and the site disturbed area for this project Is 4.0 acres.
Existing Site Conditions
The site is currently a vacant tract. The property drains to 3 outfall points. Two CMP pipe
culverts provide stormwater outfall along Prosperity Drive. The third outfall point drains to
the southwest into Lot II of the Kernstown Business Park.
Adjoining Properties
The site borders other vacant 5-3 land use to the north, west, and south. To the east,
the site Is adjacent vacant land zoned 5-2.
Solis
Soils in this area are classified as Chilhowie silty clay looms (85). The 85 soil typically has slow
permeability, medium surface runoff and erodability.
Erosion Control Measures
Hold pre -construction meeting on site.
Install tree protection.
Install construction entrance.
Install silt fence 4 diversion dike
Install sediment traps.
Clear and grade site.
Install storm culvert inlet and outlet protection.
Upon completion of grading, stabilize the site.
Temporary 5tabilizatlon
Temporary stabilization shall be applied to any denuded areas of the site that are not
continuously worked within 7 days.
Permanent Stabilization
Permanent erosion control measures include the establishment of grass on all surfaces not
paved or built upon. Permanent stabilization shall be accomplished In accordance with the
seeding schedule below and Section 3.32 of the Virginia Erosion and Sediment Control
Handbook.
Seeding Schedule
I. Topsoil shall be spread at a minimum depth of 4".
2. Pulverized agricultural limestone shall be Incorporated Into the topsoil at a rate of C12 Ib5
per 1,000 sf (2 tons per acre).
3. Fertilize with 10-10-10 at a rate of 23 Ibs per 1,000 sf (1,000 Ibs per acre).
4. Seed mix consisting of 61% Kentucky 31 Tall Fescue and 33% Red Clover.
5. Straw mulch shall be applied to all seeded areas at a rate of 3500 Ibs per acre and
anchored with cutback or emulsified asphalt at a rate of 200 gallons per acre.
Maintenance Program
I. The contractor shall Inspect all erosion and sediment control measures after each rainfall
and at least daily during prolonged rainfall. Damaged or deficient areas shall be repaired
or replaced Immediately.
2. The contractor shall make a daily review of all areas of construction activity to Insure
erosion control effectiveness. Additional measures shall be Installed immediately where
deficiencies are found.
3. Sediment shall be removed when the sediment volume reaches one half the height of the
trapping device.
4. All required permits and fees to begin land disturbance shall be the responsibility of the
contractor.
Erosion and Sediment Control Notes
I. All vegetative, structural erosion, and sediment control practices shall be constructed
and maintained In accordance with the minimum standards and specifications set forth In
the latest edition of the Virginia Erosion and Sediment Control Handbook and Vlrginla
VR 625-02-00 Erosion and Sediment Control Regulations.
2. The contractor shall Install the tree protection, silt fence and construction entrance as
shown in the plan prior to or as a first step In clearing.
3 Within seven days of reaching final grade, the contractor shall install permanent
stabilization to disturbed areas that are not to be paved or built upon.
4. The contractor will contact the plan approving authority one week prior to the
commencement of land disturbing activity and one week prior to final inspection.
5. The contractor is responsible for Installation of any additional erosion control measures
necessary to prevent erosion and sedimentation as determined by the plan approving
authority.
6. A cop �j of the approved erosion and sediment control plan shall be maintained on the
site at all times.
7. The contractor Is responsible for maintaining drainage of all disturbed areas to sediment
control devices at all times.
8. The contractor shall inspect all erosion control measures periodically and after each
runoff producing rainfall event. Any necessary repairs of cleanup to maintain the
effectiveness of the erosion control devices shall be made Immediately.
C1. Topsoil stockpile shall be stabilized with silt fence and temporary seeding. Excess
topsoil shall be removed From the site and disposed of in accordance with the
the Erosion and Sediment Control handbok at a permitted disposal area.
SEDIMENT TRAP GOMPUTAT1 ONS
TRAP
NO.
DRAINAGE
AREA
ACRES
STORAGE
REQUIRED
CU.FT.
STORAGE
PROVIDED
CU.FT.
L
FT.
W
FT.
D
FT.
L
FT.
W
FT.
H
FT.
DEPTH
FT.
I.0
13125
125
35
3
6
2.
00
15000
80
65
3
15
1.5
2.
14 475
100
4&
3
15
I
TEMPORARY SEDIMENT TRAP
VA RIAIRE
OFOO AL VARIABLE
GROLM
Er.Ey. I.0,
e7 CU. YD./ACRE
la.IaA•L[
e7 CU. YD./ACRE
(EXGVATED) 4• MAX.
FILTER CLOT, cORGI.
ELEV.
'SEE PLATE 3.13-1 COARSE AOOREOATEtl CLASS I RIPRAP
CROSS SECTION OF OUTLET
CLASS I RIPRAP LENGTH
XG' NDRMNGE AREA
DAA7tSIDH
DR(E
X_
Dr" COARSE AGGREGATE
AREAr FILTER CLOTH
"COARSE AGGREGATE SHALL BE VDOT f3.#357 OR /B
OUTLET (PERSPECTIVE VIEW)
SOURCE: VA. DSWC PLATE. 3.13-•2
STONE/
/ENTRANCE
Li
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SIDE ELEVATION
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Or NOMIMSS AW
MESS
PLAN VIEW
OFMFION
im
SECTION
SECTION
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
1-1
PLOW
4. BACKFIIL AND COMPACT
THE EXCAVATED SOIL..
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEI►AY INSTALLATION
(FRONT ELEVATION)
Ad,I W k= hdeWim of Stray wd Fabric Ma Berrien tat Sedlmed CmimLYL DW PUTR 3.05--2
1 and Thant
EROSION/SEDIMENT CONTROL LEGEND
NO.
KEY
SYMBOL
3.02
GE
3.05
O
x-x x
3.12
O
3.13
sr
3.0-7
cIP
3.18
3.20
O
DESCRIPTION
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
SILT FENCE
DIVERSION DIKE
LIMITS OF CLEARING 4 6RADIN6
5E-DIMENT TRAP
CULVERT INLET PROTECTION
cULVERT OUTLET PROTECTION
CHECK DAM
DRAINAGE DIVIDE
TEMPORARY DIVERSION DIKE
Compacted Soil
18" min.
Flow
4.5' min.
SOURCE: VA. DSWC PLATE 3.09-1
TABLE 3.31-B
ACCEPTABLE
TEMPORARY SEEDING PLANT MATERIALS
'QUICK
REFERENCE FOR ALL REGI❑NS'
Rate
Planting
Dates
Species (tbs./acre)
Sept, 1 -
Feb. 15
50/50 Mix of
Annual Ryegrass
(Lolium multl-florum)
& 50 - 100
Cereal (Winter) Rye
(Secal cerea(e)
Feb. 16 -
Apr. 30
Anual Ryegrass 60 - 100
(Lolilum multi-florum)
May 1 -
Aug. 31
German Millet 50
(Setarla ita(ica)
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' soli cover.
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs,
Minimum Care Lawn Per Acre
- Commercial or Residential 200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue 90-100%
- Improved Perennial Ryegrass 0-10%
- Kentucky Bluegrass 0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia. 125 lbs.
General Slope (311 or less)
- Kentucky 31 Fescue 128 lbs.
- Red Top Grass 2 lbs.
- Seasonal Nurse Crop■• 20 tbs.
1 lbs
Low -Maintenance Slope (Steeper than 30
- Kentucky 31 Fescue 108 lbs.
Red Top Grass 2 lbs.
- Seasonal Nurse Crop** 20 lbs.
- Crownvetch *00 20 lbs.
150 lbs
W Perennial Ryegrass will germinate faster and at lower soil
temperatures than fescue, thereby providing cover and erosion
resistance for seedbed.
xxse easonat nurse crop In accordance with seeding dates as
staYtted �etowl
March April through May 15th Annual Rye
Ma lE`ith thhrou h Aug st 155th Foxtall Millet
Au�ust 16th though ept.,Oct. Annual R e
November through February Winter Rye
x tw 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.
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SCALE: 1" = 50' 1
DESIGNED BY: JTA
JOB NO. 2219
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BMW LAWSCoWNIS
HONEY LG
10' OG
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5100
SUGAR MAPLE
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SET TREE LEVEL AND PLUMB--5TRAI&HTEN
AFTER SETTLEMENT IF REQUIRED. SET TREE
WITH TOP 1/8 OF ROOT BALL ABOVE FINISHED
GRADE
ENCASE WIRE AROUND TRUNGK IN BLACK
RUBBER HOSE. SECURE AT HE16HT ABOVE
FINISHED 6RADE EQUAL TO 10-1/2 OF TREE
REMOVE TOP 1/3 OF BURLAP AND GUT ROPE
AND/OR REMOVE WIRE BASKET FROM BALL
GUY WIRE #12 GAUGE
2" DOUBLE SHREDDED HARDWOOD
3" SOIL SAUCER
3 STAKES
BAGKFILL
LIGHTLY GOMPAGTED 5ETTLIN6 MOUND
SUB&RADE
TYPICAL PLANTING DETAIL-- EVERGREEN TREES
(NOT TO SCALE)
AND CLE6�RIN6
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ROOTBALL-REMOVE TOP 115 OF
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REMOVE HIRE BASKET FROM BALL
BAGKFILL
GOMPACTED SETTLIN6 MOUND
12" SUB&RADE
TYPICAL PLANTING DETAIL-- TREES UNDER 2-112" CALIPER
(NOT TO 5GALE)
NV.
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SYM.
BOTANICAL NAME
COMMON NAME
SIZE (HEIGHT)
QUANTITY
REMARKS
BPH
ILEX X MESERVERE
BLUE
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30
4' OC
PRINCESS
GUPRSSOGYPARIS
LEYLAND
4' HT
112
5' OG
LC
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CYPRESS
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THORNLESS
TH
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HONEYLOCUS
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35
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ALL SIZES SPECIFIED ARE AT TIME OF PLANTING.
SCALE: 1" = 30'
ALL TREES SHALL BE NURSERY GROWN, BALLED AND BURLAPPED, AND PLANTED IN
AGGORDANGE WITH THE LANDSCAPE SPECIFICATIONS ADOPTED JOINTLY BY THE DESIGNED BY: DLF/JTA
VIR6,INIA NURSERYMEN'S ASSOCIATION, THE VIRC INIA SOCIETY OF LANDSCAPE
DESIGNERS AND THE VIR6INIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE JOB NO. 2219
ARGHITEGTS.
SHEET 4 OF 5
concrete
thrust block
6' dia. sched
steel pipe fills
concrete and
yellow
18" dia.
concrete
encoseml
7'
2
16•
3
BOLLARD DETAIL
direction of setting to be approved prior to installation
as required concrete pad 1'-6' sq. x 6" deep
2' min. - 6' max.
stone to be minimum screw type
of 6' above top of base adjustable
lrolve box
locator peg
FIRE HYDRANT ASSEMBLY
Figure 9
mechanical joint
swivel tee with
6' branch
cast Iron cleanout cap with brass plug
R having a countersunk ssqquare head
Ponella Model PA4SV-CSK (4")
Panello Model PA6SV-CSK (6')
finished rode
tE
square concrete skid pad
20"x 20"x 12' deep
I
I aggregate base
( depth 3" )
cleanou t pipe
SDR 21
sonitar
sewer mofn
wye 45' bend
�.0. .seep. .�= ..1,,:: r
6" stone bedding
NOTE Where length of service lateral to exceeds 75'
a cleanout assembly shall be furnished at the
property line.
SEWER CLEANOUT
Figure 17
cast in place access door,
centered in top
(see note 1)
varies
2' max.
at property line
(see note 2)
roadway box
c
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2" type K copper
e
tubing (no joints
N
from main to
curb stop)
saddle with
corporation
Ford FC HH 77 HC-158
2' custom setter
(meter by FCSA)
standard
flat top for
4' diameter
manhole
finished
grade
3' riser section
for 4' diameter
manhole
with cutouts
water stop '-4--solid support blocks
main under custom setter
ball valve curb stop 6" stone bedding
with FIP ends, with
2" gate valve
operating nut
CUTOUT DETAIL
typical
NOTES:
1. Access door shall be by Halliday Products
or our approved equal:
a) in non -traffic area - model no. S1R3030
b) in traffic area - model no. H1R2424
2. Water service crossing street shall be encased
in 6" dia. SCH40 PVC or SDR21 piping. The
piping shall run from one foot beyond sidewalk,
across the street, to one foot beyond sidewalk.
1 1 /2" and 2" METER INSTALLATION
Figure 6
AMENDMENT NO. 2 - APRIL 1997
AMENDMENT NO. 3 - OCTOBER 1998
CG-12
Permissible
ken.I
Construction Joint
Pap Line CG-12
T -
Pay Une OG-12
�I 1�
V Sralkdth
o00
�.• 4' silo.
®
Sidewalk Spacw
o 0
o.o •
.o.o
e'-
5xa'Sam 012' -a
RADIAL PLAN
Minimumr s'cananete
A
0'
ion.
permissible
e•_p• e'_0•�
construction Joint
h91
B Var. wider
oe
&
B
i Sldwealk r
,
4 I
Toper curb height down
l
0 at this point orAk
Cwherto
at able. let
Re5
e applicco"I
x e" Ban012 " co.
o. o. o•. o. o•o•o4lnimum
ConcreR•o
• oCover
.kith Sklealk , A'Min.
• o ,Vor.
o•o•oor
Sidewalk SpacePay
Conslrhwctlon Jointuns
U
d'O
TYPICAL ALTERNATE RADIAL PLAN
$
FOR USE AT APPLICABLE STREET
CONNECi1ONS AND COMMERCIAL
* For commercial entrance
ENTRANCES.
IN_ _k TrafficArdklpaeero )
see I.Y. CG-13 ahset 2 .10
�• — Slope 12 : 1 Maximum
A -� TANGENT PLAN e_g.
ISOMETRIC
VIEW
® 7' when SYd.CG-3 Cg-7 Is used.
Curb ramp floor to be class A-3 Concrete (doss A-4 U precast) with dip-meletant integral
Y-4" is the minimum
detectable wamirhq surface covering the entire width of the romp floor (ramp floor may be
fie'
St'd. CC-2 j
Sidewalk AM ( or without buffer ship) arhNwm a l
a 112 : 1 slop•
Y_4.
I
precast m
finish. Romp haill ndot�)mu.•ssd aThed•-ximutectable rn ewortnkq shoe b•lprrnld•d by on exposed aggregate
Flared sides of curb romp to be poured monaethkolly with ramp floor or by using perms
or CG-6
e.33Si • - -
mwon* construction joint with required bars..
.4•
N romp floor Is precast, holes must be provilded for dowel ban so that adjoining flared
Ii
eMss can be cast M pbce after placement of precast rump floor. Precast concrete sioll
be km A-4. '
ENTRANCE
O BE USED WHEN THE TURNING
RA011 CANNOT ACCOMMODATE THE TURNING
PAD]
Re4ulred Don an to beN0.5 x 9' placed 1" center to center along both aid" of the ramp
SECTION A —A REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
floor. mid -depth N ramp floor. Minhnu n concrete cover 1%".
TRAFFIC.
Curb ramps will be meanred and paid far at the conbruct unit prices for Hydraulic Cement
Concrete Sidewalk and Exposed aggregate sidewalk. complete In place.
5 x e' Ban O 12"c-c
permissible Construction
Curb/curb and gutter •lope transitions ad)ocem to curb romps an included in payment
Slop• 12 : 1 Maximum Joint
for curb/curb and gutter.
This Ilan may to
o . precast or cast in pkxe.
when used In conjunction with wtardard CG-3 or 01 the curb fare on this Standard le
to be adjusted to match the mountable curb conRquratbn.
•
Curb Ran are to be located as shown an the plans or as dheched by the Engineer.
M Accessible routs le denned as a conenuow
SECTION B-B
They am to be provided at Irdemseth ee whenever an accessible routiefiwithin the rigM- of -
1110,
unabotn,d.d. stable, firm and Op resistant
'Qo�' omits cur Exposed oggregabs sidewalk Path connecting cue accessible slerrenls of a
my of a Focft sasses a curb regardless of whetla eldeI Ie exbWlq,
r anexistint They may be allow from pedesan cro rI shown on pans
pro{o••d pedestrian
that an facility t con be approached, entered d
cur as dkeried by the Engines, but should not be located behind `chicle elopt lines.
V Tnechrlent when NAth of sidewalk or sidewalk used by persone wfeh mobify, impakments.
Ed.Ung III poles, fine hydrants. drop W te, etc, sin oleo affect placement,
space le Ises than 7'-4'
CURB RAM P
SPI5IFl2 ME
REFENEtfCE
(PERSONS WITH MOBILITY
IMPAIRMENTS)
�•�
Revised 3-25-se VIRGINIA DEPARTMENT OF TRANSPORTATION
502
504
XK Street approach same CG-11
(radius to be as A surfacing as mainline
roadway
shown on plane)
(Radius to be as
\ L 1 Radial mbinatan shown on plans) �2'
curb and gutter �J
(Sfd. CG-6)
jl B
& 0 T 1':1
6" I I 6" Class A3 (H.E.S. '
o Optional now Lin° Concrete •d
Expansion fit e I Expansion Joint
A SECTION C-C
Note: width 'B" 2'-0" or as Mainline roadway
shown on typical section.
PLAN VIEW
Construct Grade changes with a parabolic curve.
10' Parabolic Curve
Edge of shoulder 8X Max.
or Optional Flow Line
Slope Change
r`'
D
When St'd. OG-11 is used for entrances built
In conjunction with VDOT projects, please
Mainline Roadway
note the following:
87Cox•
Slopee Change
D
11 Mainlinepavement shall be constructed
D
to the R/W line (except arty subgrade
40' Min. for Street Connection
stabilization required for mainline
pavement which can be omitted In
20' Desirable for Commercial Entr.
the entrance.)
5' Min.
SECTION A - A
♦ Radial curb or combination curb
and gutter shall not be constructed
beyond the R/W line except for
replacement purposes.
When used In conjunction with standard
Guidelines for Grade Change
D
cc-3 or cc-7, the curb face on this
Standard Is to be adjusted to match the
Entrance Volume Desirable Maximum
mountable curb configuration.
High (more than 1500 VPD) 0 R
3 %
See Standard CG-12 for Curb Ramp design
to be used with this Standard.
Medium-500-1500 VPD) 3 X
6 x
When the entrance radii cannot accommodate
the turning requirements of anticipated heavy
Low (less than 500 VPD) r 6 R
6 %
truck traffic, consideration should be given to
increasing the depth of adjacent proposed
sidewalk to 7 inches.
X Optional flowline may be used for entrances
in cut sections.
Opt] flowline may require warping of a
portion of gutter to preclude ponding of water.
SPECIFICATION
RMETHOD OF TREATMENT —
CONNECTION FOR STREET INTERSECTIONS
AND COMMERCIAL ENTRANCES zo3os
VIRGINIA DEPARTMENT OF TRANSPORTATION
A
AA
A.
..e •, %� 531n
�•
I6" A 4I6"
Z. He 2-24" #6 RE13AR5
II FOR WHEEL STOP
V
5EGTION A -A
WHEEL STOP DETAIL
NOT TO SCALE
�-- PAVEMENT
2' CURB GUT
�2
d o
d
VDOT SPEC.
414.03, GL. I,
TYPE A
TYPE I SGUPPER DETAIL
NOT TO 5GALE
770
765
760
755
C
745 c
10
„'sees' •:.::. •: :�-• ;�....-: sees:.
DO — me, b. oma,lw
at the wpa.n of the em6aM
11" wub nw, ba used when
dwell, epwwd A ,0 IFN or free
M1w,r b cum ,s w1 cur
k �Yw ,.bra a wa.bm
COMBINATION 6" CURB & GUTTER
1as
SIX!VIRGINIA DEPARTMENT OF TRANSPORTATION
ONSITE TYPIGAL PAVEMENT SEGTION
NOT TO 5GALE
PAVEMENT SEGTION
2" 5M-12.5A 5URFAGE COURSE
8" SUBBASE VDOT 5TD. &R-21A
7rilr 11111 IEEE 111 I I I 11E I I 1 1111 � 11 I IEEE 11 :GOMPACTED SUB61RADE (COMPACTED TO q5% DEN517
'(
AT OPTIMUM M015TURE GONTENT
VDOT VTM-1 METHOD)
PAVEMENT DE516N BA5ED ON A ae6RADE GBR DE516N VALUE OF 6. 501L TE5T
OF THE SUB61RADE MU5T 5UBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT 5EGTION THIGKNE55 PRIOR TO GON5TRUCTION.
ONS I TE TT"P I GAL PAVEMENT SEGTION
NOT TO 5GALE
GRAVEL SEGTION
6" SUBBASE VDOT STD. 6R-21A
1111111111 111 � 11 1111 111 � 11111 � 11111 � I I I f l � l l l l� GOMPAGTED 5UBR 6ADE
(GOMPAGTED TO c15% DEN5ITY
AT OPTIMUM M015TURE GONTENT
VDOT VTM-I METHOD)
PAVEMENT DE516N BASED ON A SUB6RADE GBR DE-516N VALUE OF 6. 501L TEST
OF THE SUB6RADE MUST SUBMITTED FOR A.GTUAL DETERMINATION OF REQUIRED
PAVEMENT 5EGTION TH16KNE55 PRIOR TO GON5TRUGTION.
— the kallpn, of er mAI antl
e'Is
el to is. etas" of
sew, mew prwNd.d e
mber..n depth 1 Y V
n,wxldr3
Feb w .Ile AdAh d aP. -p sled
draiope Iqw, the bale- of tin owb
b tbw�aw.�d adbare be ewel-Ip�'rw
ram m ew depth red cur pa.w wet,
Nwtw
w<�rwI
.hal be
pdd fwr 4 owrbY,all.n oub a sutler.
CawsN YC pe AJ If beet In III
400" If p -..t
NATER LINE PROFILES
770
i
765
P
760
POSED
G
/__PR0P05ED BUILDING
AT CENTERLINE
�
X15TiN6 6i•RADE
T CENTERLINE
MI Is
COVE
755
-.
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750 Q
—
=
U_
w
Z
w
X
(Y
lei N
� ii
� n
t0
745
r
}
+
+
10
+
II +
v
1.
C
Illstsll. 1� Of 2 i-B
V
bcl:nu cu--t a:1d coy e.- -5 .
with 3- of tolls^il and (J'jatch grade) -�
grr__s se d l _
See F,ntrance 1 I Exl ' ng
tr, = cF.�t Taper Izr.e
C Favemen, t _ ion 1
'- At' ve
G1i�n,)i' I''irld Inspector
ig:
Trill approve CG -I I
,nt.ran.e before ccn�tl",l: tic-
11C11i `I'ypic—al 'E'( —1011
Of En! 1,nnce
Not. to Suale
I'X4'X4'-8' 5LAT5, 2'-FINI514 NAIL AT
TOP AND BOTTOM
NOTES:
I. PRE5ERVATIVE STAIN ON ALL WOOD. in
COLOR TO MATGH THAT OF BLD6.
2. FIN15HED 51DE OF FENCE 5HALL FACE in
ADJOININ6 PROPERTY, IF APPLIGABLE. w o
;o
COWAICTM 6RAVEL
WOOD FENGE DETAIL
FOR BOTH DUMP5TER ENCLOSURE AND PERIMETER FENGIN6
NOT TO SCALE
TRASH DUMPSTER PAD
(NOT TO 5GALE)
WIRE ME5H REINFORCING V.D.O.T.
ROAD AND 51 5TANDARD5 5EGTION 501.04
b�
b�
T GLASS A-3 GONGRETE
6" EIA5E 21-A
GOMPAGTED SUBGRADE
(GOMPAGTED TO 95% DENSITY AT OPTIMISM
M015TURE GONTENT, VDOT EiTM-1 METHOD)
501L TEST OF THE 5U66RADE MUST SUBMITTED FOR AGTUAL DETERMINATION OF
REQUIRED GONGRETE 5LAB 5EGTION THIGKNE55 PRIOR TO GON5TRUGTION.
7-10
765
160
755
750
145
END SECTION I2"-60°PIPE ALTERNATE END SECTION 12"- 60" PIPE ES_I
lhub end on curio W-..<Ilon. Hub ,red .n eu141 W -.,I—
�Slxeol.rdonw.lmd-..tiles/ - _ �Spgor.ndan w4h end-wclbw. -_�_
---
x
X
X1 i-- x 11
Coouele 10 be L-__.. ..__.. __. _.-.._—. E Canorel. lobe
4000 PSI M n 4000 PSI ken
`--------- - 1--
PLAN PLAN
P.
labrw ' � I Uum 1 , 01 y ,h
----T �— /—j pl r— - Slal leek r�Ydapn�.nl
input A (� ��-A (�= I
�... _ .. p E- ---1 I-- ---- - D
SECTION X-X END VIEW SECTION X-X END VIEW
END -SECTION DIMENSIONS
A
8
D
E__
4'
7-0
_C
2'-I
_
FLM
Sr
9�
S-7"
2-6"
6-I"
4'_0"
I'- d'
46
I'- 7 y6
1
1'-3"
5'-3"
_
2'-10
L
COI
42"--I
9"-
5-3"
2'-II"
_B'-I
6'-O
V-6"
`---8-- - -
N.0 I•iW. I;nb.Nu-nonwlan..,.
bead .n End S.cli.n dapn.no"n
..,1 r.•.'f• unl0.lollIIIA.,.nliwclo.a.-
'• to oa m. al«nor. d.0
_CWvnt _ en Mo-nun
,i'xl,4nelb. ,YI M ,.d�.a by
IN dilluw,c, �n dim. -"on "D'•.
SLOPE DETAIL
SPECIFICATjON
REFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS
302 VIRGINIA DEPARTMENT
N
TRANSPORTATION - 102 01
REZONING REQUEST PROFFER
Property Identification Number 75-A-2D
R T ,3 T PARTNERSHIP (Kernstown Business Park)
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 applicants hereby proffers
that in the event the Board of Supervisors of Frederick County, Virginia,
shall approve Rezoning application #011-98 for the rezoning of 17.84 acres
from B-2, Business General District to B-3, Industrial Transition District,
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 applicants and
suc11 be approved by the Frederick County Board of Supervisors in accordance
with Virginia law. In the event that such rezoning is not granted, then
these proffers shall be deemed withdrawn and of no effect -,whatsoever. These
proffers Shall be binding upon the applicant and their legal successors or
assigns.
PROFFERED CONDITIONS
A strip of land sixty (50) feet is width shall be dedicated to the County of
Frederick for the purpose of providing a future collector road which wit:
connect Valley Pike (Route 11) with Steady Elm Road (Route 651). The
location of this dedicated strip of land is from the end of Prosperity Drive
to the western limits of parcel 75-A-2D, as demonstrated on the attached
plat which is referred to as Exhibit 1.
This voluntary dedication of land shall be valid for as long as the
:linc!hester area Transportation Plan identifies this area as a potential
route for a collector road between Route 11 South and Route 551, due to the
ossible expansion or change of the I-81 - Route 37 South Interchange. This
shall not be used for any private expansion of a road or development of
private lands to the west or south of this land.
If, after eight years from the date signed, this land has not been used or
is not in the definite plans as a collector road between Route 11 and Route
651, * land will revs t back to the owner of record of each parcel.
I /
THOMAS C. BAKER, PARTNER DATE
THOMAS C. GLASS DATE
RALP GREGO Y DATE
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DATE: OCT-2000
SCALE: 1" = 30'
DESIGNED BY. DLF/JT
JOB NO. 2219
SHEET 5 OF 5