HomeMy WebLinkAbout63-08 High Up Hotels - Hotel Building Addition - Stonewall - Backfile (2)a)
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GENERAL NOTES
VD0T GENERAL NOTES
LEGEND
VICINITY MAP
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1. Methods and materials used in the construction of the improvements herein shall conform to the current
Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia
EXISTING INTERMEDIATE CONTOUR - - - -
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SCALE: 1" = 2000'
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County construction standards and specifications and/or current VDOT standards and specifications.
Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion
and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of
EXISTING INDEX CONTOUR --------
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2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
discrepancy between the Standards Specifications Regulations, the
construction, must be provided prior to issuance of the site development Permit. The approval of these plans
in the developer his agent of the responsibilities contained in the Virginia Erosion and
a or conflict or and most stringent
shall govern.
PROPOSED CONTOUR 400
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no way relieves or
EXISTING EDGE OF PAVEMENT
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Sediment Control Handbook.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health
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3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of
Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
PROPOSED EDGE OF PAVEMENT
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Transportation
(VDOT) and Frederick County prior to construction in existing State right-of-way.
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
EXISTING CURB AND GUTTER
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4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
required under State law.
control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge
Specifications.
PROPOSED CURB AND GUTTER
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5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be
velo er Count Representatives, and Representatives of the Virginia Department of
held with the De y p p g p
Transportation (VDOT � to determine if and where guard rail and/of paved ditches will be needed. The
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including
traffic signal poles, function 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
TRANSITION FROM CG-6 TO CG-6R
EXISTING TELEPHONE LINECo
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developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection.
in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the
PROPOSED TELEPHONE LINE
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develo er from this responsibility.
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EX. 15 RCP
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
V5. Desi features to field traffic be
EXISTING STORM SEWER
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6. An applicable must be available at the construction site. Also, a
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by VDOT.
PROP. 15 RCP
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approved set of plans and all permits
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representative of the developer must be available at all times.
subject to change as deemed necessary Any additional expense incurred as a result of any field
revision shall be the responsibility of the developer.
PROPOSED STORM SEWER
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be in the Manual Uniform Traffic
EXISTING SANITARY SEWER
7. Warningsigns, markers, barricades or flagmen should accordance with on
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Control Devices
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land
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use permits for an work within VDOT right-of-way.4
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PROPOSED SANITARY SEWER
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8. All unsuitable material shall be removed from the construction limits of the roadway before placing
V7. If required by the local VDOT Residency Office, apre-construction conference shall be arranged and
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embankment.
held by the engineer andf or developer with the attendance of the contractor, various County agencies,
EXISTING ELECTRIC SERVICE
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9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
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by Greenway Engineering
utility companies and VDOT prior to initiation of work.
PROPOSED ELECTRIC SERVICE
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than 6 will require revised pavement section prepared and approved by the owner.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits
undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any
EXISTING GAS LINE
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indicated on the plans and as required at the field inspection.
required or requested inspection.
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PROPOSED GAS LINE
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1. COVER SHEET
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11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
V9. The contractor shall be responsible for maintaining adequate access to the Project from the adjacent
2. SITE PLAN
3. GRADING PLAN
be minimum 6" diameter and conform to VDOT standard SB-1.
public roadway via a construction entrance that is constructed and maintained in accordance with
PROPERTY LINE ®��
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4.
be in the Virginia Litter Control Act; less than
Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other
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12. Construction debris shall containerized accordance with no
be the
properties affected by this pro]'ect shall be maintained through construction. The Developer shall have,
FLOW LINE y -
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one litter receptacle shall provided at construction site.
within the limits of the project, an employee certified by the Virginia Department of Conservation and
FOR EROSION & SEDIMENT CONTROL AND OTHER SITE INFORMATION
Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices
FENCELINE
PLEASE REFER TO SITE PLAN #85-07
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior
to it is the to dust, to take
and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly
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entering public streets, and contractors responsibility clean streets, allay and
rectified.
EXISTING POWER POLE
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whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
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condition at all times.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the
EXISTING TELEPHONE PEDESTAL
14. Notification shall be given to the appropriate utility company prior to construction of water and/or
be from
end of construction.
EXISTING WATERLINE W/ TEE --�m-
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sanitary sewer lines. Information should also obtained the appropriate authority concerning permits,
to lines.
Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum
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cut sheets, and connections existing
thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at
PROPOSED WATERLINE W/ TEE
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15. All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the
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the Frederick County Sanitation Authority.
conflict points.
EXISTING FIRE HYDRANT
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current standards and specifications of
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V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.)
EXISTING WATER VALVE
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16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
to the horizontal location
encountered during the course of construction shall be immediately brought to the attention of the
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contractors responsibility verify exact and vertical of all existing utilities as needed
engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
engineer and approved by VDOT.
PROPOSED WATER METER
utility verification and the proposed construction.
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17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
to the
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
testin
representative prior to placement and fill. Where CBR g is required, a VDOT representative shall be
PROPOSED REDUCER
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result of his construction project within or contiguous existing right-of-way.
present to insure the sample obtained is representative of the location. When soil samples are submitted
STOP SIGN
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18. When grading is proposed within easements of utilities, letters of permission from all involved companies
o private laboratories for testing, the samples shall be clearl identified and labeled as belonging to a
testing
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must be provided to Frederick Count Public Works Department prior to issuance of grading and/or site
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development permits.
project to be accepted by VDOT and that shall be performed in accordance with all applicable
UOT standards and procedures.
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
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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.
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
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Method A, within pus or minus 2% of optimum moisture for the full width of any dedicated street
HANDICAP PARTING
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent
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in accordance with state law. In the event gravesites are discovered during construction, the owner and
agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be
VEHICLES PER DAY COUNT
100
engineer must be notified immediately.
submitted to VDOT daily, unless specified otherwise.
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21. The. contractor is to verify field conditions prior to and during construction and notify Greenway
or to
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as
PROPOSED BUILDING ENTRANCE
THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
Engineering at 540 662-418i immediate) of an a between actual field conditions and the
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specified by VDOT.'"
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION
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approved plan.
PROPOSED STREET NAME SIGN
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22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet
VDOT design is the the developer.
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PROJECT INFORMA TION
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minimum standards and responsibility of
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PARCEL IDENTIFICATION NO. 54-(I:A))-99I ALL SIGNS SHALL CONFORM
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
PROPOSED SANITARY LATERAL CLEANOUT
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professional engineer and results submitted to Frederick County prior to pavement construction. If a
eotechnical report has been prepared, it should supersede the requirements in this note.
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V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall
SANITARY MANHOLE IDENTIFIER
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STREET ADDRESS: GATE�`�".^.Y DRIVE '
TO SECTION 165-30 AND
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No. 026715
lines
be installed b the developer or, at VDOT's discretion, b VDOT on an account receivable basis following
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the Manual On Uniform Traffic Control Devices.
PROJECT SITE AREA: 4.37-jJ AC r_
lEJ 131 OF THE FREDERICK
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23. Contractors shall notify operators who maintain underground utility in the area of proposed
excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to
demolition. Names telephone the underground
V18. The developer shall the VDOT 1Residenc Office with a list of all material sources to the
STORM DRAIN STRUCTURE IDENTIFIER
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DISTURBED AREA: 566E SF COUNTY SUBDIVISION AND
CURRENT ZONING: B2
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commencement of excavation or and numbers of and o erators
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provide prior
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Copies invoices; for dedicated
ZONING ORDINANCES
ZONAL
utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency
start of construction. of all ma erials utilized within any street
CURRENT USE: VACANT
condition.
right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit
EASEMENT LINE �--
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PROPOSED USE: HOTELS ALL BUILDING HEIGHTS SHALL
24. All utilities to be located underground.
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and total prices may be obscured.
CENTERLINE
SETBACKS: REQUIRED PROVIDED CONFORM TO SECTION 165-83
25. All lighting be from and road right-of-ways.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical
FRONT PRIMARY [i0' S0' OF THE FREDERICK COUNTY
outdoor must shielded adjoining properties
spreader. Density will be determined using the density control strip in accordance with Section 304 of
EXISTING SPOT ELEVATION
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REAR - - SUBDIVISION AND ZONING
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.
PROPOSED SPOT ELEVATION
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MAXIMUM HEIGHT: 60 ORDINANCES
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In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity
60' OR LESS THAN
to be present during the construction and testing of the density control strip.
EXISTING TREE LINE
INTERSTATE OVERLAY MAX. BUSINESS SIGN HEIGHT ELEV. 750 (FEET ABOVE MEAN SEA LEVEL)
Spec concrete pavements shall be placed in accordance with Section of the VDOT Road and
DISTRICT SIGN: h1 BUSINESS SIGN AREA 300 S.F.
LANDSCAPED
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Bridge
Bridge Specifications. Density shall be determined using the density control strip as specified in Section
SURVEY AND TOPOGRAPHIC
INFORMATION
AREA CALCULATIONS
= AC
315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test
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be to VDOT daily, A VDOT be
LANDSCAPED
LANDSCAPED AREA REQUIRED 157. = 0.85 AC OR 28,588.25 S.F.
A REQUIRED
LANDSCAPED PROVIDED
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reports shall submitted unless specified otherwise. representative shall
AREA 49%. = 1.94 AC OR 84,506.40 S.F.
Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc.
notified and given the opportunity to be present during the construction and testing of the control strip.
1. Boundary survey was performed by:
F. .R. CALCULATION
54- A 4.3750
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FCSA CONSTRUCTION NOTES
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and
larger shall be explored below the bottom of the excavation to determine the type and condition of the
foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for
GREENWAY ENGINEERING Dated: 8 17 06
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2• Aerial, horizontal and vertical control surveys were
-99I = AC = 190,575.00 S.F.
TOT. BUILDING AREA = 107,790 S.F
PROP. BUILDING / LOT AREA = 0.5658 < 1.0
PARIING TABULATION,
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1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
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2. The and sanitary sewer of these are valid for two from date of FCSA approval.
approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard
performed by: GREENWAY ENGINEERING 2007
1 SPACE PER ROOM: 2 HOTEL 79 ROOMS EACH = 79*2 = 158 SPACES
1 SPACE PER 3 SEATS BANKQUET FACILITY= 1.00SEATS/3 = 34 SPACES
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water portion plans years
p -1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design
(Year)
and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT.
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3. The contractor shall adhere to the standards and specifications in effect at the time of construction.
3. Aerial topographic mapping performed by:
ADA TABULATION.
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The for inspection by, the Authority.
V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced
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Dated: -
TOTAL PARKING 238 = 7 REQUIRED, 8 PROVIDED
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4. contractor shall coordinate with, and arrange
below proposed foundation elevation to determine the type and condition of the foundation. The
LOADING SPACE TABULATION.
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line to by drilling the
contractor shall submit copies of borehole logs and report findings of foundation exploration to the
and VDOT for approval to box. Foundation designs VDOT
1 SPACE PER 20,000 SF, 107,790= 5.38 SPACES REQUIRED, 5 PROVIDED
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5. The contractor shall tie-in a new sewer an existing manhole core manhole.
engineer prior constructing shall comply with
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NOTES
Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place
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6. When an existing water (or forced sewer) main is tapped for the installation of a new line:
box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise
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a) The Authority shall furnish all labor and material.
unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall
be determined by the by VDOT.
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b) The contractor must:
engineer and approved
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1. make application and pay deposit
V23. Approval of these plans shall expire three (3) years from the date of the approval letter.
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2. mark the tap location.
3. coordinate installation with the engineering -assistant.
V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as
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7. Exact locations of water and sewer services on new lines are to be coordinated with the Authorit 's
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specified by VDOT.
V25. VDOT Standard Guardrail be installed
FREDERICK COUNTY ZONING ADMINISTRATOR
DATT
��Inspector.
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shall where warranted and/or as proposed on these plans in
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accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT
*APPROVAL OF THESE PLANS SHALL
EXPIRE FIVE (5)
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8. The Authority's maintenance department shall furnish and install all water meters through 2" in size.
after grading is mostly complete.
YEARS FROM THE DATE OF PLANNING APPROVAL
2 2008
1.
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FIRE MARSHALS NOTE,..
It is the contractor's responsibility to have the meter box assembly installed correctly.
Before is installed:
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a permanent meter
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a) The meter box, with its frame and cover, must be properly aligned with the coppersetter.����
Fire lane markings and signage:
b) The frame and cover shall be set to final grade.
top the the be between
Any 'No Parking„ signs and yellow painted curb locations will be installed
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ENGINEERING
c) The distance between the of cover and coppersetter shall to 18 and 21 inches.
by field inspection at the direction of the Fire Marshal's Office.
d) All components of the meter box assembly shall be in proper working order.
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TRIP GENERATION DATA
9. For water and sewer services that connect to existing lines:
Project Name:
Project Number:
a) The location of the service lateral is to be coordinated with the Authority's engineering assistant.
b) An Application for Service must be made and fees paid before work will begin.
HIGH I Gl 1 UP HOTELS, S, LL
C - BUILDING _q DDI TION
0028G
CLASS
USE
DWELLING UNITS
* TRIP RATE
TRIP RATE USE
VPD
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
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d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the
Magisterial District:
Date of Plan: (Month, Day, Year)
property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the
REFER TO TIA DATED
UNE 17, 2005
meter.
PREPARED BY PATTON
HARRIS RUST & ASSO(
IATES, pc
STONEWALL MAGISTERIAL DISTRICT
e) The Authority will install all sewer laterals.
SEPTEMBER 26, 2008
10. Any water service line must have a backflow prevention assembly (double check valve or RPZ,
* TA
EN FROM ITE TRIP GENERATIO
7TH EDITION
Owner:
Address, Including Zip Code & Telephone No.
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DATE: Sept 26, 2008
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as required). The assembly must meet ASSE standard No. 1015 or 1013.
4780 Northwestern Pike
UTILITY CONTACTS
11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required).
HIGH UP HOTELS, LLC
Winchester, VA 22603
The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also
Tel 540 877 2622
SCALE: NA
Water/ Frederick County Sanitation Authority Phone:
Developer:
Address, Including Zip Code & Telephone No.
have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit.
Sewer: P.O.Box 1877 P.O. Box 17398
P.OVer. Box
DESIGNED BY:
JNT
Radio read remotes are required.
Winchester, VA. 22604 Baltimore, MD 21297
SAME AS ABOVE
SAME AS ABOVE
12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter
(540) 868-1061 (301) 954-6282
and its backflow prevention device, and/or 2) the fire service line's backflow prevention device.
Power: Allegheny Power Gas: Shenandoah Gas Co.
FILE
NO. 0028G
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
P.O. Box 1458 P.O. Box 2400
HANDICAPPED PARKING NOTE
Hagerstown, MD 21741 Winchester, VA 22604
1-800-654-3317 (540) 869-1111
GREENWAY ENGINEERING
151 WINDY HILL LANE
WINCHESTER, VA 22602
SHEET
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Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
Virginia Utility Protection Service 1-800-552-7001
(540) 662-4185
DWG# 08-66
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DETAILSs,SHALL BE SUBiMITTED TO FREDERICK
\ \ \ COUNTY PUBLIC WORKSFOR APPROVAL. THE
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DATE: Sept 26, 2008
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FILE NO. 002BG
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DWG# 08-66
CG-12
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SECTION A -A
NOTE FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET IOF 4.
TYPE C
PARALLEL & PERPENDICULAR
APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB
6" CURB
0
2
4
1
2
5
2
3
5
3
3
6
4
4
8
5
5
10
6
7
14
7
13
15
8
15
15
NOTE:
THE REQUIRED LENGTH OF A PARALLEL RAMP IS
LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE.
INSERTABLE SHEET A59
0
c
0=
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITH BUFFER STRIP
THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE
UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS
AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS ANO
SLOPES ARE AS NOTED.
I
5"MI X) N
2 N ' AT )K , 2" HIGHER THAN
EDGE OF PAVEMENT
AT ))K X , SAME AS TOP OF CURB
THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE
USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES
WITH 60" X 60" MIN. DIMENSIONS, THE SHORT PERPENDICULAR RUN TO THE STREET
CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK
WITH A WARPED SURFACE.
SHEET 4 OF 4
CG-12 DETECTABLE WARNING SURFACE SPEC
PERECIFICATION
FERENCE
REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 05
203.07 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
1,
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NOTES:
1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI 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 PARELLEL
TO THE SLOPE OF SU88ASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
The bottom of the curb and
gutter may be constructed
parallel to the slope of
subbase courses provided a
minimum depth of 7" is
maintained.
COMBINATION 6" REVERSE CURB & GUTTER
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SECTION A -A
WHEEL STOP PETAL
NOT TO SCALE
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NOTES:
1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
Uj
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL
Lu
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 PARELLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
4" 2"R
5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
W
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45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
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EXCEEDED STANDARD CG-7 IS REQUIRED.
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minimum depth of 7" is
maintained.
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This area may be concrete
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SPECIFICATION >> O
REFERENCE COMBINATION 6 CURB & GUTTER
105 't�n
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502 VIRGINIA DEPARTMENT OF TRANSPORTATION 1Vh lI w
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4" REINFORCED CONCRETE
3000 PSI co
4" SUBBASE (21-A STONE) w to
WIDTH VARIES
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SEE SITE PLAN
1/411 = 11
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2-24" 06 REBARS _I I - I I I III III I I 11 F
FOR WHEEL STOP — I III III I I III III
COMPACTEE) SUBGRADE
(130% [DENSITY)
SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE
OBSCURED BY VEHICLE PARKED IN SPACE.
SIGN (SEE DETAIL)
FC
OR 1=Q
WHEEL STOP
WITH E
2
T
STRIPED AREA
0
0
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HANDICAPPED
SYMBOLS
8' MIN.
f__8' VAN ACCESSIBLE SPACE
5' FOR REGULAR SPACE
N,4NDIC,4PPED FAA KINC3 DET,41L
N.T.S.
CONGfRETE 51[DElJJAL< DETAIL
LIGHT COLORED REFLECTIVE
BACKGROUND MAT'L. —
DARK COLORED 2" LETTERS
& 3/8" BORDER
INTERNATIONAL SYMBOL
OF ACCESSIBILITY
- G1% &_
DISPLAY CONDITIONS
UNLAWFUL L
PARKING IN THIS
SPACE IS SUBJECT
(NOT TO SCALE)
12
RESERVED
PARKING
6„
24
6„
4.0 MIN.
7.0' MAX.
4" STEEL PIPE FILLED WITH CONCRETE
TO A FINE OF DARK COLORED REFLECTIVE
�$50.00 TO $ 1 00.00 BACKGROUND MATERIAL
NOTE:
LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED
AT SAME POINT ADJACENT TO THE 8' AISLE.
' FIFI L
II
SEP 2 2033
GREENWAY
EN031N+EE:R4 N
•�,NLTH OF jrI
o �
+J TUNG NIKI ADHIKUSUMA9
No. 026715
Ll%'IONAL
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DATE: Sept 26, 2008
SCALE: NTS
DESIGNED
BY: JNT
FILE NO.
0028G
SHEET 4
OF 4
DWG#
08-66