HomeMy WebLinkAbout45-09 Ridgeway Auto Center - Auto Dealer - Stonewall - Backfile (2)GENERAL NOTES
VD 0 T GENERA L NOTES
LEGEND
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 330
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
local In
EXISTING INDEX CONTOUR 330
and Sediment Control Regulations, and any other applicable state, federal or regulations. case of
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent
PROPOSED CONTOUR 400
construction, must be provided prior to issuance of the site development permit. The approval of these plans in
shall govern.
EXISTING EDGE OF PAVEMENT EX ESP
no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health
PROP E/P
Control Handbook.
Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
PROPOSED EDGE OF PAVEMENT
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall b
EXISTING CURB AND GUTTER EX C&G -
(VDOT) and Frederick County prior to construction in existing State right-of-way.
in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic
PROP C&G
control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge
PROPOSED CURB AND GUTTER
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
Specifications.
CG-6 CG-6R
required under State law.
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including
TRANSITION FROM CG-6 TO CG-6R
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be field
traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies.
EXISTING TELEPHONE LINE
t Representatives, and Representatives of the Virginia Department of Transportation
County
with the Developer, y p P
It is the sole responsibility of the developer to locate and identify utility, facilities or items that may be
p
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the
P P y' PP P Y
PROPOSED TELEPHONE LINE
responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to
developer from this responsibility.
EXISTING STORM SEWER EX. 15" RCP
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
V5. Design features relating to field construction, regulations, and control or safety of traffic may be
" ...
PROP. 15 RCP
subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field
PROPOSED STORM SEWER
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
revision shall be the responsibility of the developer.
representative of the developer must be available at all times.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land
EXISTING SANITARY SEWER
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
use permits for any work within VDOT right-of-way.
PROPOSED SANITARY SEWER
Control Devices (MUTCD).
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and
EXISTING ELECTRIC SERVICE
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
held by the engineer and/or developer with the attendance of the contractor, various County agencies,
utility companies and VDOT prior to initiation of work.
PROPOSED ELECTRIC SERVICE
embankment.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any
EXISTING GAS LINE
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
required or requested inspection.
PROPOSED GAS LINE
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
V9. The contractor shall be responsible for maintaining adequate access to the Project from the adjacent
on the and as required at the field inspection.
public roadway via a construction entrance that is constructed and maintained in accordance with
PROPERTY LINE
plans
Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other
through The Developer have,
-- - -- - --
11. All shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
properties affected by this project shall be maintained construction. shall
FLOW LINE �- -
springs
within the limits of the project, an employee certified by the Virginia Department of Conservation and
be minimum 6" diameter and conform to VDOT standard Sstor
Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices
FENCELINE
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly
rectified.
EXISTING POWER POLE
one litter receptacle shall be provided at the construction site.
V10. drainage is the during at the
EXISTING TELEPHONE PEDESTAL ❑
Contractor shall ensure adequate achieved and maintained on site and
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
end of construction.
EXISTING WATERLINE W/ TEE I
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
to insure that the are in a clean, mud and dust free
Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum
I
' T
whatever measures are necessary streets maintained
thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at
PROPOSED WATERLINE W/ TEE
condition at all times.
conflict points.
EXISTING FIRE HYDRANT
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets,
unusual subsurface conditions (e. unsuitable soils, springs, sinkholes, voids, caves, etc.
EXISTING WATER VALVE
sewer
the course of construction
encountered on shall be immediately brought to the attention of he
encountered during
and connections to existing lines.
engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the
engineer and approved by VDOT.
PROPOSED WATER METER
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of the Frederick County Sanitation Authority.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
PROPOSED REDUCER
representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
ppresent to insure the sample obtained is representative of the location. When soil samples are submitted
labeled to
STOP SIGN 1
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
to Private laboratories for testing, the samples shall be clearly identified and as belonging a
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
project to be accepted by VDOT and that testing shall be performed in accordance with all applicable
PARKING INDICATOR
utility verification and the proposed construction.
VDOT standards and procedures.
INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be
result of his construction project within or contiguous to the existing right-of-way.
compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99
Method A, within or minus 2% of optimum moisture for the full width of any dedicated street
HANDICAP PARKING
L
plus
direction VDOT density tests be b independent
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
right -of. -way. At the of shall performed a qualified
agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be
VEHICLES PER DAY COUNT
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site
submitted to VDOT daily, unless specified otherwise.
100
development permits.
PROPOSED BUILDING ENTRANCE
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
specified by VDOT.
project. The relocation should be done prior to construction.
PROPOSED STREET NAME SIGN
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet
20. These plans identify the location of all known gravesites. Gravesites shown on this plan vrill be pro-`,;ected
VDOT minimum design standards and is the responsibility of the developer.
PROPOSED SANITARY LATERAL CLEANOUT •
in accordance with state law. In the event gravesites are discovered during construction, the owner and
be immediately.
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement . markings shall
engineer must notified
be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis foowing
SANITARY MANHOLE IDENTIFIER
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Enb::zeerint
the Manual On Uniform Traffic Control Devices.
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to thE
STORM DRAIN STRUCTURE IDENTIFIER O
"A"
start of construction. Copies (of all invoices for materials utilized within any dedicated street
22. Controlled fills shall be compacted to 95% of maximum density as determined b method per standard
Y Y P
right-of-way must be provided to the local VDOT Residency. Office prior to acceptance of the work. Unit
EASEMENT LINE
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
and total prices may be obscured.
professional engineer and results submitted to Frederick County prior to pavement construction. If a
CENTERLINE
geotechnical report has been prepared, it should supersede the requirements in this note.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical
Density be determined the density control in accordance with Section 304 of
735.4
spreader. will using strip
EXISTING SPOT ELEVATION X
23. Contractors shall notifyoperators who maintain underground utility lines in the area of proposed excavating
P g Y P P p
the VDOT Road and Bride Specifications and VTM-10. A certified compaction technician shall perform
o:f otherwise.
5
blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of
these tests. Certified copies test reports shall be submitted to VDOT daily, unless specified
P P Y• P
depths, VDOT be the
PROPOSED SPOT ELEVATION X35
or
excavation or demolition. Names and telephone numbers of the and operators underground utility lines in
In addition to checking stone a representative shall notified and given opportunity
to be present during the construction and testing of the density control strip.
EXISTING TREE LINE
Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
SURVEY AND TOPOGRAPHIC INFORMATION
located
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and
Bridge Specifications. Density shall be determined using the density control strip as specified in Section
24. All utilities to be underground.
these tests. Certified
Section
315 and VTM-76. A certified compaction technician shall perform copies of test
1. Boundary by:
25. All outdoor lighting shall be designed in accordance with Frederick County Outdoor Lighting Standards
reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be
the to be during the testing the strip
165-101.2.
notified and given opportunity present construction and of control
survey was performed
Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and
Elliott Ritchie Jr. Dated:August 9. 1989
FCSACONSTRUCTION NOTES
larger shall be explored below the bottom of the excavation to determine the type and condition of the
foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for
approval to Foundation designs shall comply with VDOT Road and Bridge Standard
2 Aerial, horizontal and vertical control surveys were
Y
performed by: NA NA
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
prior placing pipe.
PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design
(Year)
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval.
and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT.
3. Aerial topographic mapping performed by:
3. The contractor shall adhere to the standards and specifications in effect at the time of construction.
V22. The foundations for all b)ox culverts shall be investigated by means of exploratoryborings advanced
g
NA Dated: NA
below proposed foundation elevation to determine the type and condition of the foundation. The
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
contractor shall submit copies of borehole togs and report findings of foundation exploration to the
engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with NDOT
5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
Road and Bridge Standardd PB-1. Contrary to the Standard, where rock is encountered and cast -in -place
box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise
rT
6. When an existing water (or forced sewer) main is tapped for the installation of a new line:
unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shallAPPROVAL
a) The Authority shall furnish all labor and material.
be determined by the engineer and approved by VDOT.
b) The contractor must:
1. make application and pay deposit
V23. Approval of these plans shall expire three (3) years from the date of the approval letter.
2. mark the tap location.
V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as
3. coordinate installation with the engineering -assistant.
specified by VDOT.
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector.
V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in
FREDERICK COUNTY ONING ADMINISTRATOR DATE'
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)
8 The Authority's maintenance department shall furnish and install all water meters through 2" in size
after grading is mostly complete.
It is
the contractor's responsibility to have the meter box assembly installed correctly:
Before a
permanent meter is installed:
a)
The
meter box, with its frame and cover, must be properly aligned with the coppersetter.
b)
The
frame and cover shall be set to final grade.
c)
The
distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches.
d)
All
components of the meter box assembly shall be in proper working order.
9. For
water
and sewer services that connect to existing lines:
a)
The
location of the service lateral is to be coordinated with the Authority's engineering assistant.
b)
An
Application for Service must be made and fees paid before work will begin.
c)
The
Authority shall furnish and install all 5/8", 3/4" and 1" water services.
d)
For
all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the
property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the
meter.
e)
The
Authority will install all sewer laterals.
10. Any water service line must have a backflow prevention assembly (double check valve or RPZ,
as required). The assembly must meet ASSE standard No. 1015 or 1013.
11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required).
The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a
fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read
remotes are required.
12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and
its backflow prevention device, and/or 2) the fire service line's backflow prevention device.
HANDICAPPED PARKING NOTE
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
FIRE MARSHAL'S NOTE
Fire lane markings and signage:
Any "No Parking" signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshal's Office.
TRIP GENERATION DATA
CLASS USE DWELLING UNITS * TRIP RATE I TRIP RATE USE
* TAKEN
FROM ITE TRIP
GENERATIONI
7TH EDITION
UTILITY CONTA CTS
Water/ Frederick County Sanitation Authority Phone:
Verizon
Sewer: P.O. Box 1877
P.O. Box 17398
Winchester, VA. 22604
Baltimore, MD 21297
(540) 868-1061
(301) 954-6282
Power: Allegheny Power
Gas:
Shenandoah Gas Co.
P.O. Box 1458
P.O. Box 2400
Hagerstown, MD 21741
Winchester, VA 22604
1-800-654-3317
(540) 869-1111
Virginia
Utility Protection Service 1-800-552-7001
YEARS FROM THE DATE OF PLANNING APPROVAL
fl�C p N PPROVAL
DATESITE PUW NUMBER
VICINITY MAP
SCALE: I" = 2000'
yYVf1�1.� W)
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7-Y MAP sc'ACE /"-zvnv'
SHEET INDEX
1. COVER SHEET
2. SITE PLAN
3. MISC DETAILS
PREVIOUSLY APPROVED PLAN:
August 2, 1988
THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION
PARCEL IDENTIFICATION NO.
STREET ADDRESS
PROJECT SITE AREA:
DISTURBED AREA:
CURRENT ZONING:
CURRENT USE:
PROPOSED USE:
SETBACKS:
FRONT PRIMARY
REAR
SIDE
MAXIMUM HEIGHT:
PARKING SETBACK:
SIGNS
PROJECT INFORMATION
54--A-97G
ALL SIGNS SHALL CONFORM
72e. BAKER LANE
TO SECTION 165-201.06 OF
0.8 `, ACRES
THE FREDERICK COUNTY
50 2'
SUBDIVISION AND ZONING
B2
ORDINANCES
VACANT BUILDING
AUTc DEALER (SIC 55)
ALL BUILDING HEIGHTS SHALL
REQUIRED PROVIDED
CONFORM TO SECTION
35' 45'
165-601.02 OF THE FREDERICK
- 141'
COUNTY SUBDIVISION AND
- NORTH:36' / SOUTH: 13.5'
ZONING ORDINANCES
35' LESS THAN 35'
FRONT SIDE & REAR
10' 5' OR MORE THAN
ONE EXISITNG SIGN ON PROPERTY TO BE
REMOVE
F.A.R. CALCULATIONS
54-A-97G = 0.84 AC = 36,590.40 S.F.
EX. BUILDING AREA = 6000 S.F.
TOTAL BUILDING / LOT AREA = 0.164 < 1.0
LANDSCAPED AREA CALCULATIONS
LANDSCAPED AREA REQUIRED 15;0=0.1260 AC OR 5,488.56 S.F.
EX. LANDSCAPED AREA PROVIDED 30.96%=0.30 AC OR 11,330 S.F
PARKING TABULATION: _
MOTOR SALES: 1 SPACE PER 400 SF OF ENCLOSED AREA - 5100 SF/ 400 SF = 13 SPACES REQ
1 SPACE PER 3,000 SF OF DISPLAY AREA - (10 SPACES x 180 SF)/ 3000 SF = 1 SPACES REQ.
2 SPACES PER
BAY - 2
BAYS
= 4 SPACES REQ.
TOTAL SPACES
REQUIRED
= 18
SPACES (INCLUDING 1 HC)
TOTAL SPACES
PROVIDED
= 28
SPACES (INCLUDING 1 HC & 10 DISPLAY SPACES)
NOTES
FREDERICK COUNTY INSPECTIONS DEPARTMENT
STRUCTURES SHALL COMPLY WITHT THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND
SECTION 312, USE GROUP "U" (UTILITY AND MISCELLANEOUS) OF THE INTERNATIONAL BUILDING
CODE 2006
FENCES ABOVE 6' SHALL REQUIRE PERMIT.
Project Name:
VPD RID GE WA Y AUTO CENTER
agisterial District:
STONEWALL MAGISTERIAL DISTRICT
Project Number:
0749R
Date of Plan: (Month, Day, Year
Jan. 4, 2010
Owner: Address, Including Zip Code & Telephone No.
728 BAKER LANE
CHARLES RIDGEWAY WINCHESTER VA, 22602
1-540-664-5521
Developer: Address, Including Zip Code & Telephone No.
SAME AS ABOVE
SAME AS ABOVE
Engineer Certifying Plan:
GREENWAY ENGINEERING
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
WINCHESTER, VA 22602
(540) 662-4185
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DATE: MAY 12, 2010
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DESIGNED BY: JNT
FILE NO. 0749R
SHEET 1 OF 3
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SPACES SPACES SPACE 4 SPACES
E SIGN TO BE REMOVED,
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V) EX. ASPHALT APPROX. EXISTIING TREE LINE
u
(o" ROLLED \ \ ,'
ASPHALT CURB
or GG-2
APPROX. LOCATION OF ------
SEE DETAIL SHEET 2
EX. F
SAW CUT EX. PAVEMENT
FOR ISLAND CONSTRUCT ONE EX. EP X. EF z" Z-F PROF. V
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DHALT CURB
STOP BAR
or -2 GG
5EE DETAIL 2
(TYk)
EXISTING � SAW CUT EX. PAVEMENT
16
'U OVERHEAD EAD F,&R,16LAND CONSTRUCTION
77,
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VDCT NOTE FOR CONTRACTOR: 'EX. 5PHALT. PROP. STRIPING
N
PER VDCT IM5PECTOR LOW AREAS BE Y
REPAIRED AND THE • SPACES A
ENTRANCE WILL BE Ln
MILLED AND PAVED TO THE RIGHT-OF-WAY Lo
MAINTAINING WATER FLOW AGIR065 THE
ENTRANCE. REFER TO VDOT STANDARD WP-2 APPROX. L\Imlte OF N \j �3
*"J 5' 3TRIFED EXISTIWa FA�bARE
DETAIL SWEET 3. EXISTING BUILDING A R�
PEDESTRIAN 4�
C SPACES'.'
p�
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0 UTC IDEALES
4 'A 54 A 91G
71�
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LOT 31A CHARLES A. RIDGEWAY 4 WAYNE R. RIDGEWAY
A
ZONE: 52
V, E 25\
IN5T#0W0I330'3
EXISTING 3 1 - : I I 1�,
22
ENTRANCE
EX. C
PE ISLAND
LANDSCAPE (37 20,
cv I t 1 0. 6TYP.)
EXISTING 2
OVERHEAD
(o DOOR
i it
SP14ALT CUR,B.' \DISPLAY
or 046ACE5
!A PROF. 5' CONG, 5/W
EE DETAIL SWEET 2
���
SAW CUT, EX.- PAVEMENT
PROP. .-FOR ISLAND CONSTRUCTION
PROPOSED
C' DISPLAY
LANDSCAPE ISLAND SPACES
DOUBLE G GATE\)
1 "APPROX. LOCATION LE i;�IW
GAS SERVICE (D95IGN BT OTH
=V TREES TO REMAIN EX. 5),
I
SGAPE ISLAND 7
APPROX. LIMITS OF
EXISTING= A
GRAVEL A
TO et PAVED
i
—PROF OSED PAVED AREA
25
_,.FROP, VCHAINL
PRIVACY PENCE
PROF. EF
A
----- -----
_E�.X. LANDSCAPED AREA
2
`d , - >- \ - 7 q Z5,4,-- 67
EX. EF
(P &11 ROLLED ALT r
S -- -- — -' / -'1 ; y �f
(P U EX.,45PH 71+"� - I Ic- 7 Z,_ EX. TREES TO REMAIN
-0 -HALT CURB --- — -------
A5f -
1>, or M-.4 PARKING SETBACK
M SEE DETAIL SHEET 2 Q
(P EX EF d
Ni 4
JA
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Q�
PARKING AREA
[) NEW STRIPING
J"y �4- 4 4'5 9 W
247.59'
16
APPROX. EDGE OF EXISTING PAVEMENT
r-A A Olt:
FERTIG CABINET CO ING
_7'
C, 7-/,:3; CA,13 ZONE. 52
D5. 502 FG. 506
R
0 10 20
SCALE: P' = 10'
SURVEY NOTE: THE EXISITNG INFORMATION
SHOWN WAS BASED ON SITE VISIT DEC. 11,
2009, VISUAL OBSERVATION, AND ORIGINAL
APPROVED PLAN DATED AUGUST 2,1955. AND
DOES NOTE CONSTITUTE A A5UILT OR
BOUNDARY SURVEY BY GREENWAY
ENGINEERING INC.
CONTRACTOR TO VERIFY LOCATION: PORZ. 4
VERT. OF ALL FEATURES ON51TE AT TIME OF
IMPROVEMENTS.
AUTOMOTIVE REPAIR MUST BE ACCESSORY TO
AND SECONDARY TO THE [DEALERSHIP.
a-
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I54 A 97F Q
HENRY KIMBERLY G.
ZONE: 52
(Oil / PG. 110
INTERIOR PARKING LOT LANDSCAPING I TREE PER 10 SPACES
Proposed Parking 15 TOTAL SPACES PROPOSED/ 10= 2 TREES REQUIRE
PERIMETER LANDSCAPING (I65-2020I(EXIIXa)-
I TREE PER 2000 SF IMPERVIOUS AREA
Exisitng Parking 14,462 sf total Impervious area
1.4,462 eF/2000oF = 5 TREES REQUIRED
TOTAL TREES REQUIRED =10 TREES
E.XI5ITW5 TREES PROVIEP= I& TREE
V — V V V \_-1
MARK D, SMITH
No 022837 )Ptl
04
DATE: MAY 12, 2010
SCALE: 1"=10"
DESIGNED
BY: JNT
FILE NO.
0749R
SHEET 2
OF 3
DWG#
09-34
WIRE MESH REINFORCING VD.O.T.
ROAD AND BRIDGE STANDARDS SECTION 301.04
CLASS A-3 CONCRETE
6" BASE 21-A
COMPACTED SUBGRADE
(COMPACTED TO S5% DENSITY AT OPTIMUM
MOISTURE CONTENT, VDOT BTM-1 METHOD)
TR,45H DUI-IF5TER FAD
(NOT TO SCALE)
INSERTABLE SHEET A59
----
----
cc-Iz
GENERAL NOTES
L THE DETECTABLE WARNING, SHALL HE PROVIDED BY TRUNCATED DOMES.
�
2. DETECTABLE WARNING TO BE CI. ASS A CONCRETE (CLASS A F PRECAST)
WITH SLIP RF.SISIANT INIEGII SURFACE COVERING THE FULL WIDTH OF THE
RAMP FLUOR BY 2 FOOT IN LENGTH N THE DIRECTION OF PEDESTRIAN
TRAVEL. OTHER TYPES OF MATERIAL WITH TIIE TRUNCATED DOMES DETECTABLE
WARNINC MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
-
TYPE A
3. SLOPING 50ECRB RAMP MY BE MICAILY WITH RAMP
'AJONTITWTH
PERPENDICULAR
UCTIONED
FLOOR OR BYSUSNG'PEROSSIBLEACONS ROF
REOUREO BARS.
4. F PAW FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO
THAT ADJOINING FLARED PRECAST CONCRETE SHALL BE CLASS A-4.SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
PRECAST RAMP FLOOR.
I -
5. REOURED OARS ARE TO OF. NO.5 X 8" PLACID I'CENTER 10 CEMNIER NONG
0014 SIDES OF THFI R-1 FLOOR, M,O-DEP Its OF RAMP FLOOR. anti-
\\ 12'1 MAKE r rfl
CONCRETE COVER
6. CURo / CURD ANO GUTTER SLOPE TRANSITIONS M.IaCEN1 TO CURB RAMPS
-�
ARE INCLUDED N PAYMENT FOR CURB / CURB AND CUTTER.
TYPE B
7. CUPB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
PARALLEL
BY TIE ENGINEER. THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVER
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY 01A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS 01 WHETHER SIDEWALK IS EXISTING. PROPOSED.
THEY BE IN RIAN
NFI.
ORT.
AS SOWN ONNET
PLANAS DIRECTED BY THE ENGINEER. AND SHOULD NOT
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE
_
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIOE A COr4TIN0005
UN08STRVCTED, STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL
FAC0.1tY THAT CAN BE MPROACHF D, ENTERED
T '2'1 MAX TA�>
ACCCSSBLE ELEME NIS s)< A
AND USED RY PEDESTRIANS.
5„11u **
jY
0. RAVPS MAY BE PLACED ON RADIAL OR TANGENTML SECTIONS PROVIDED THAT
2-MIN AT X , 7" HIGHER THAN
THE CURD DEEMING S PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
THAT THE SI OPE Ar THE CONNECTION a THE CURB OPErvWC IS
-[� EDGE OF PAVEMENT
'\ AT X'X' AS TOP OF CURB
PERPENDICULAR 10 THE CURB.
,SAVE
9. TYPICAL CONCRETE SIDEWALK IS a THICK. WHEN THE ENTRMCE RANCANNOT
TYPE C
ACCOMMODATE THE TURNING PEOUIREMENIS OF ANIICIPAIED HEAVY TRUCK
PARALLEL & PERPENDICULAR
I R AFFIC,REFER TO STANDARD CG-13.COMMERCIN ENTRMCE (HEAVY
TRUCK IRAFFIC)FOR CONCRETE DEPTH,
'
10. WHEN CURB RAMPS ARE USED N CONJUNCTION WITH A SHARED USE PATH,
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH
1,6' - 2.4" TRUNCATED DOVE
C-C 0 O O
J_
O p O O O O O O O O D O
O o 0 0 0 0 0 0 0 0 0 o O o it
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _1
+
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 2 SOX�65% OF BASE DIAMETER
0 0 0 0 0 0 0 0 0 0 0 0 0 0 O S
�1 F- TOP DIAMETER
O O O O O O O O O O O O O O O
0.9" - 1.4'.
a BITABLE I
MMMUM. --�tl
BASE DIAMETER
PAV LIMITS
TRUNCATED DOME
DETECTABLE WARNING
DETAIL
DETAIL
SHEET 1 OF 4
CG-12 DETECTABLE.
WARNING SURFACE
rvm
SVEGFCAUE
REIEREKE
GENERAL
NOTES
REV. 7/05
oZ
203.05 VIRGINIA DEPARTMENT O1 IRANIIORIAHON -
A
Ira
e .�• 'a
e
_e � Lglt
K
I6" A 4q 16"
2-24' '16 REBARS
SECTION A -A FOR WHEEL STOP
WHEEL STOP
NOT TO SCALE
+5 DOWELS, B" LONG A PERMISSIBLE
AT 12" C-C tl CONS I RUC IION
5' MIN. _ JOINT
1121 MAX m I 1
Ij2:1 MAX g z' 10
�L � J B
RAMP I
(SEE TnBLEt TRUNCATED DOMES
A SEE SHEET IOF 4 FOR DETAILS
SHAPE TO MATCH FACE -I
OF ROMWAV CURB
BACK OF CURB 48__1 MAX
20 I 48 !1
-2•MN.+i SECTION A -A
I PERMISSIBLE
CONSTRUCTION
JOINT
SECTION 8-B
NOTE+ FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE I
SEE SHEET IOF A,
TYPE 8
PARALLEL APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB 6" CURD
0
4
6
I
5
7 -
2
5
a
3
6
9
4
e
2
5
10
5
6
14
_
5
INSERTABLE SHEET A55
y 0
vFDi `s
O A
U 0
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
is �4S.11.1
5' MIN
tA ' LANDING AREA
\\ I F I WAY
OUTSIDE 0 RAVEL
SHALL BE PROVIDED FOR
CROSSWALK PERPENDICULAR CROSSWALK
WITHIN THE MARKED
CROSSWALK AREA.
NOTE,
THE RE GUIDED LENGTH OF A PARALLEL RAMP
IS LIMITED TO 15 FEET. REGARDLESS OF THE
SLOPE,
6RECaICA1g4
REFERE"GE CG-12 DETECTABLE WARNING SURFACE
o, TYPE B (PARALLEL) APPLICATION
-- VIRGINIA DEPARTMENT OF 7RANSPORTA71ON
NO. Il GAUGE t 1"
BEVELED GALVANIZED HEIGHT OF BRACE SHALL BE
STEEL BAND WITH IN ACCORDANCE WITH 3 STRANDS BARBED WIRE
BOLT AND NUT MANUFACTURER'S SPECIFICATIONS
--q--a -- - s < - -.-a-a a-�.,t------•:-----s----r__a -r- _ r_r-
-r-r -. r-r--r r r---r-r--r- r---r-r-r-r-r-r-r-r-r-r-r•- --r-r-
r-r-.r-e-r-----r-r-r-- r=r-•.-r-r-r-- r-t`r-r-r_�.. r-r- L3-
Hl1H ONE TENSION WIRE TOP RAIL /
., CLIP EACH LINE POLE
--LINE POST / \X GROUND
(NO. 6 GAUGE MIN.) WIRE FABRIC PER
„ 'CLEARANCE
SPECIFICATION WITH PRIVACY SLA S '3" MAX
4 TENSION WIRE NO I GAUGE ,l 1" MIN
GALVANIZED COIL SPRING WIRE
/ STRETCHED OUT
3'-6" 11 \ III II
END CORNER OR I I TYPICAL SPACING BETWEEN ALL
GATE POST I I L INE POSTS I
II
I0'(MAX) 10'(MAX)
CONCRETE 3/8" MIN ROUND ROD
FOOTING WITH TURNBUCKLE
LINE BRACE - SHALL BE USED WHEN VERTICAL ALIGNMENT CHANGES 15'.
(MAX SPACING 500')
- SHALL BE USED AT FENCE END (AS SHOWN ABOVE) AND GATE LOCATIONS
C-OF+ ER BRACE - SHALL BE USED WHEN HORIZONTAL ALIGNMENT CHANGES 15'
OR MORE
- SHALL BE AS DETAILED ABOVE WITH BRACING IN BOTH DIRECTIONS
TYPICAL CHAIN LINK FENCE INSTALLATIONN.Tn
Ale
--Y
CONCRETE
FOOTING
�-.--14
is o
31_011
-►� ��- 12121I
TYPICAL DOUEIILE &WING GATE
SIDEWALK DETAIL
SIDEWALK
4" CONCRETE
V4"57 COMPACTED
ONE#
ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING
12 z EDGE OF EXISING PAVEMENT
(AS DETERMINED IN FIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING -ASPHALT LAYERS - PROPOSED ASPHALT LAYERS
T
---_-- EXISTING SUBBASE- PROPOSED SUBBASE
COMPACTED SUBGRME
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM i I/2 NCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
: MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES:
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
O
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM Or THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 1/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER,
5, THE ENGINEER MAY REGUIRE THE MILLING DEPTH OF THE E%(STING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE
MID EFFECTIVE SURFACE DRAINAGE.
6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 115.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE
SPECIFICATIONS.
ASPHALT PAVEMENT WIDENING SPECIFICATION
REFERENCE
FOR WIDENING SUBJECT TO TRAFFIC 305
VIRGMA DEPARTMENT OF TRANSPORTATION 315
ALL STANDARD PARKING SPACES TO BE 10'X21'
PC SPACES TO BE 8'X21' WITH 5' BETWEEN
5�i _i�l�til
4'X4'Xb'
tie• A�uk u
N�E>3J.
L PRESERVATIVE STAN ON ALL WOOD. '^
COLOR TO MATCH THAT CP 5LDG-
2. FINISHED SIDE OF FENCE SHALL FACE
ADJOINING PROPERTY, IF APPLICABLE.
a
CaVACTM GRAAEL
WOOD FENCE DETAIL
FOR BOTH DUMPSTER ENCLOSURE AND PERIMETER FENCINCx
NOT TO .GALE
2'R
'•i
q :
4 SURFACE
SEE
NOTE 4
- BkSE
SUBBASE
_41 2 RADIUS
J
I
m
b�
T �•M -,.- .4 BASE
ACCEPTABLE ALTERNATE
IF CURB IS EXTRUDED
�05
502
SIGN SHALL BE LOCATED SUCH THAT iT WILL NOT BE
OBSCURED BY VEHICLE PARKED IN SPACE. LIGHT COLORED REFLECTIVE I BACKGROUND MAT'L. 12" i
SIGN (SEE DETAIL)
PC DARK COLORED 2. LETTERS
OR do 3/8" BORDER RESERVED
EF
2ERhWT10NAL S'rMBOL PARKING
' INTERNATIONAL OF ACCESSIBILITY 24"
T 61
STRIPED AIRMA
9
4.0' MIN.
C / 7.0' MAX.
Y
HANDICAPPE DISPLAY CONDITIONS
SYMBOLS 8' MIN UNLAWFUL 4" STEEL PIPE FILLED
I U - - PARKING IN THIS WITH CONCRETE
SPACE IS SUBJECT
TO A FINE OF
- DARK COLORED REFLECTIVE
8' VAN ACCE3S1 AC 15LE SPACE $50.00 TO $100.00
5' FOR REGULAR SPACE BACKGROUND MATERIAL
HANDICAPPED PARKING DETAIL LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED
N.T.S. AT SAME POINT ADJACENT TO THE 8' AISLE.
ONeITE TY1=IG74L F'74VEMENT SECTION
NOT TO SCALE
HIGH TRAFFIC AND CG-11 ENTRANCE ASPHALT
- 1 , 5M-12BA SURFACE COURSE
6" BM-25.0 BASE COURSE
6" SUBBASE VDOT STD. GR-21A
COMPACTED SUBGRADE
(COMPACTED TO 96% DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-I METHOD)
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETEWINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
Dt-pv01t3-vCI0t
NOTES:
1. THIS TRY NAY BE PRECAST OR CAST N PLACE.
2- COI CFVE M BE CLASS A3 F CAST N PLACE,
40M PSI F PRECAST.
3. CURB HAMM A RADIUS OF 3W FEET OR LESS (AL01/0
FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUG( AS 3'
N ORDE 'It OT il# OF CURB Wl1 AS MUCH AS 3 R' • DEEM)
WTH THE TOP OF A COARSE OF THE PAVEIIENE SUBSIRUCTURE.
THEIrWI5E THE DFFFH tS TO BE 15' AS SHOWL NO ADJUSMEM
IN � N tXBID I WI TO BE DE FOR A DECIEASE OR NI
NNIC
& TINS CURB Is TO BE USED WHEN DE" SPEED
R 40 MPH OR LESS ON RURAL MGFTINYs AND
45 MPH OR LESS N DEVELOPED UROM AND
SU13VRBW AREAS. F THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD 00-3 IS REQUIRED.
STANDARD 6" CURB
VIRGINIA DEPARTMENT
TRANSPORTATION
May 2aIJ Pegs 611-12
Typical Traffic Control
Seaflonary Operation an Shoddef
(Figure TTCJ.O
idarae.' NOTESNOTESGu
1. A ROAD WORK AI/F.AD atgn or SHOULDER WORK AHEAD rlgn ahnuld be placed on the l e?i Ode of the
modal -/ r a dvlded or one-Way,o- , only %rhe let ahonlder Er ag ted. -
L Sign 4-Ing should be /3OO'-IJOO'f r l/ml,d aces highways, and oa all rhe, ronAI Wq, JOO'_8OO'
wh- rhe P Hd aped fimir I,,.rarer dun 45 mp16 and 350-500' --h- rhe posed aped !roil u 45 mph
or greater.
Standard:
3. ChannclirJng derive .p.dng.hall be at the following
Ported Speed (mph)
legit),, ha 3lt±
Tnmlel^n Sp•dng 20' 40'
TnvelWay Sp.ci.g 40' go'
C The hnRer apse length ah.11 be a shown in Tahle 111-4 for the PNIed .peed II -IL
5. Cone Taper Length (L):
Speed Taper Lengh
l.lmlt Woe WMth in Feet -
51p}I 10 11 12
25 105 113 125
30 1'. 165 1a0
15 2.. 2.. 2..
10 270 215 310 -
45 450 495 640 (Shoulder Taper- 113L Mint ...I
50 500 550 60)
55 5-0 603 660 -
60 600 660 770
65 650 711 780
6. A eh.Aow -hid, with dth- an .now hared apeo mo nflng in the uuflde ne or at lent ohlgh-
U"
'e Uy ember rnt.ting, osclll.ling, or Hrobe light .hall he parked 50'-100' In .dv. of the nnl
�♦:wo�rk crew.
QDU^_
�
7. For ahon-dunggps�e tiom of 60 minuln or kes. elt aIyg,4in�rhennn=lirinx device mev be eGmimted if
A vekicle w t(LacILe;Qfygh-lp}fNantber montine. wiHatm. or stobi I' F ,i
R. )a1Gl rd lK 67GI t I =I WA-W a'tr twi; fl-hi,.
.trob 1'ahts -
Standard:'
9. =ar • .Ida road I.Ien the highy Within the tempnnry tonic mnlroi cony .ddid... I Inffle
eon6r.1 devkn .h.11 he pI d m dd.
May 2005
Page fits -I 7
Elu
J6
l
•L �-- -C20-2a
ROAp ORK..
4(i'%24•'
SOt
°
L(p(j1W�T1jj1 L 8
1101µX1 - LLUMMnrEn ELASNn
LLLLLII�/1��IIIIllIllIll1111111PPPllt
4
AMBER (CWT!ON MODE,
TYPE B on C
s
- C0K5- SEE 191E 7 I
°
R�W
pF�11=s,
i
.16
44,
8x 48"
SEE NOTE 1 �.
L'S o
---�_ 1UIOittl •:
.6.;3•
'//21-4 I
I 48"
ETI
I
t !J t
Sl,,linNa,y
Operation an shn,ddt•r
{
(Figure TTC40)
ASPHALT
FOR I
6" ROLLED ASPHALT CURB FOR ISLANDS NOT TO SCALE
A"a 1 r ♦ I n i -0 h•w .e9A 11 i9A 11
Z
W
W
CQ
o
i.
W
�
CO
1-4
It
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on
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-4
w
ATE: THE REVISIONS SHOUIN ONLY PERTAIN TO THErr ilk" >,
a 0
PROVEMENTS AS REQUESTED BY FREDERICK
RUNTY PLANNING DEPARTMENT. w
115 DETAIL SHEET WAS ADDED TO THE ORIGINAL
-AN TO SUPPLEMENT THE REQUESTED REVISIONS
=R FREDERICK COUNTY PLANNING.
z
O
W
X
SQUARL TUBE, STEEL SIGLN POSTS. - Square .tuebe steel sign hosts shop be fabricated from hot-roled, carbon sheet steel,
struCturalSteel quofrty, conforming to the requirements of 3 STIIf A1011, Grade 50 Cxcept the yield strength after cold -forming ,hall
be .60,000.psimini;wm: Thu steel gauge chail-ba. 14',gauge (or the 2. inch by 2 inch pasts end 10 gauge for the-21/ inch by
/cinch posts; Past, iinsid and avt'7Ide1 shbllbc galvanized in accordance kh' the requirements of ASTh{ A653a Goa g
at!giTatian:G-90.' Posts. sllaituse m in -ground anchor, system that. providas a stable InstanaGon and otfows easy replacement
of file-:> gn postjntb the anchor system oftcr vehicular. impact. Posts shall conform to the breal;mway rcruirements of AASHTO's
Sland6rd. Specifications far. jtructurcziSlT,ports "tbr Highway Signs, Luminaires, and Traffic Signals (199 ErZtion iicruding revisions),
The Contractor shgllprovide a copy of the I'MYA's acceptance -letter irtidicatin_gg cornPlianca with breakaway requirements al: the
tinle.Of• catdog, submission of the pasts. Posts shorn hove. %inch (-/- 1/64incfl) openings or knockouts spaced i Inch on
centers on all four sides. Posts sholl be:. installed in accordance w4h the mczufocturer's recommendations. Pbyment dill bo
rrnada under:' Sign past Steel (Size), Linear Feet.
May 2005 Nee 61110 -
TYPICAL TRAFFIC CONTROL
Flagging Operation On Tno-Cane Road
(Figure TTC-16.0)
GuIA ,: NOTFc
1. Sign ap iAg drmnee rhoald be 500'400' where the Awd.+pad IIA,If h gm,t than 45 mpA, cord 350'-
500' where the panedaped Ilm/t le 45 mph or I— '
2. Can rhould be -0M when a mhlUhing he Ilmltr of the Work mrr ro I- .-Imam Pscr7M, sigh.
dUI-, In advance of the flogger aAal n and n-WAn, hard on the pn.std speed find, And at fear, equal
ro or gmrer don Ih. Wafar, in Appendiz A, Page A-8.
33.. uMIm Riehl of-Wn or geometric coadieoos ortvwt the ux of 4S" z 48" ejg0g. 36" x 16" ejgRE�IpX.Ls
9b U421
4. FI.Wng sheets .hall be located far eneegh le .dv. of the w ,k mne to permit .pp .... hing
k.fflt In red... sped .ad/,, stop If.. pudag the work rune end .Pau 1,M,k,t dbt.nce for
departing tr.ffk In the Ien )lot to return to the right lane hero...... Hog appa hIg tr,mc flee Tble
61IJ.0 on page 6NJ).
C All n.ggen .ban he mate cedlBd sad h..e their certt0ealbn nerd la their "Ineulon who.
performing fl.gging daHn. (Sec Se fie 6E.01, Qu Iin,ations for Flagg...)
6. Cone .paring .h,u he at the foU,Mng:
L.•r.dan •Cp,ed (mPh3
0-35 364
Tna.ltian Sp.d.g 20' 40'
T_,e ay Spadng 40• .0'
7. A iId ehkk With at least on high 1 t nHty ret.ting, e.ciii H & .mbar strobe tight .h g he
p ked 50 I00' In ad,..,, .111, Drat w k crew. -
IL ae I w ne e a thu a Ye dY w,mm
glow oachmeyeRe unior m rucbt^n LN.t lL•e.« statiw or T� d taffic,
(iulMnee.'e -
9. If de gate. f traffic reaches de "BE PREPARED 7-0 STOP"rlgn, den th afgm should be re 4wAd m
great,, dhen arat. -
10. 0hen A highway-TYd cr nAg aztrH within or aps"PI, of the nanalflon ono and h H nnicipotd that
quaws remlring from the lane cJI Mn mfgh, engird Ihro.gh the highW ory of grace eroning, rhe temporary
a,, le coned rove should br m,rn" as That the P a HHon Area p. ,c , rhe highWar,, all cram).., (See
figure 7TC-39.O for addilioral iaformano. on highnaymil craning ).
Standard:
H. At night, fl.gr, atatfana A.n Ire Illuminated, except In tenergendea.
112. Q0 _ Tmv be el'm .d nLrn ukg>yj14LYGllicle aoeneoo pr when the rota) ToedwaW wiaN u 20 tm «
13, JUL
e'hMeoaA with ahaR wah chute co Ma LJ...de19YLPhete the flea visblt ro road
usc72 aa«oaching Dorn bosh drenioos a ew¢I6E), ott IKaieo M_ L^ be via'bl< ro toed �•en sootoc.'in¢
G.rn both dimeoo. rruv M used f.a Chanter 6E1.
4
tg
Y
�
e S
---r-_--
mn•bn-t.11
N.Rt`
a
FUYAI - P2lE't I � AI14. C}}i'A2:
May 2005 Pnge 611-16
TYPICAL. TRAFFIC CONTROL
Signing Fnr PrnJert Lilnha
(Figure TTC-36.0)
RApp«t IY4IF5
1. Thie laynut depicts signing requirements for daignnting the beginning and aMing termini of wTntruction
p jade. The purpose of due slgoa is In inform motorists When they are enuring and "lung a pntene.l
conswniou are.. Tbia layoul ado .ppliee In mole -lane higM1w.ye including limited n«eaa higbways.
Stand.d:
2. The "ROM UNDER CONSTRUCTION" sign shall be plc d 2000' ♦ from the prated OmR, or 511W
± pd., to .ny other eonatrudloe warning ogn.
Option:
3. SLii prye�cyl there le a one timL� upbLetio" eiens o^.d L:- ku M1 f tht Act�l oh '•
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4. On ro.dwayg hedng a mediae Wld<r Ihm g', IrR and right alga memhilm rA.O be regvlyd.
GKldan e:
5. All_AAecdAne wnhtndrproq-llmfn ;-1d A, ldenrlfled wohp-J-r h,1I',-
6. M ei mwi ehggg f60" x N"h is f« Primary arld_LL>`I ' A •^• k h -- F OfiA[Y..@Bd
.vateTru. 48" X 2a" sLuv be uxd
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Signing FAr P,,ject Li-itt
(F IR.R a TT C-J6.0)
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No1022837
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ZONAL
DATE: MAY 12, 2010
SCALE: NA
DESIGNED BY: JNT
FILE NO. 0749R
SHEET 3 OF 3
DWG# 09-34
GENERAL NOTES
VD0T GENERAL NOTES
LEGEND
VICINITY MAP
C5
1. Methods and materials used in the construction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
construction, must be provided prior to issuance of the site development permit. The approval of these plans in
no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
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VDOT and Frederick Count prior to construction in existing State right-of-way.
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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.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
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Developer, Count Representatives, and Representatives of the Virginia Department of Transportation
with the De P Y P P
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
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responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
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6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia
Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion
and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of
a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent
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shall govern.
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and HealthPROP
Administration OSHA and Vir inia Occu ational Safet & Health VOSH Rules and Re ulations.
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V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall b
in accordance with the current edition of VDOT s Work Area Protection Manual. Furthermore, all traffic
control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge
Specifications.`
V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including
traffic signal poles, junction boxes, controllers, etc., owned b VDOT or rivate / public utilit companies.
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It is the sole -responsibility of the developer to locate and identify utility facilities or items that may be
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in conflict with the proposed construction activity. VDOT approval of these Tans does not indemnify the
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developer from this responsibility.
V5. Desi n features relating to field construction, regulations, and control or safety of traffic may be
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subject to change as deemed necessaryby VDOT. Any additional expense incurred as a result of any field
revision shall be the responsibility of he developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land
use permits for any work within VDOT right-of-way.
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and
held by the engineer and/or developer with the attendance of the contractor, various County agencies,
utility companies and VDOT prior to initiation of work.
EXISTING INTERMEDIATE CONTOUR 330
EXISTING INDEX CONTOUR 330
PROPOSED CONTOUR 400
EXISTING EDGE OF PAVEMENT EX E P
E P
PROPOSED EDGE OF PAVEMENT /
EXISTING CURB AND GUTTER EX C&G
PROP C&G
PROPOSED CURB AND GUTTER
CG-6 CG-6R
TRANSITION FROM CG-6 TO CG-6R
EXISTING TELEPHONE LINE
PROPOSED TELEPHONE LINE
EXISTING STORM SEWER EX. 15' RCP
PROP. 15 RCP
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING ELECTRIC SERVICE _
PROPOSED ELECTRIC SERVICE
SCALE: 1" = 2000'
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9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
on the ns plans and as required at the field inspection.
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11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
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one litter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets,
to existing lines.
and connectionsg
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of the Frederick County Sanitation Authority.
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any
undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any
required or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent
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public roadway via a construction entrance that is constructed and maintained in accordance with
Section 3.02 of the Virginia Erosion and 'Sediment Control Handbook. Furthermore, access to other
properties affected by his project shall be maintained through construction. The Developer shall have,
within the limits of the protect; an employee certified by the Virginia Department of Conservation and
Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices
and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly
rectified.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the
end of construction.
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum
thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at
conflict points.
V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.)
encountered during the course of construction shall be immediately brought to the attention of the
engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the
engineer and approved by VDOT.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be
to insure the sample obtained is representative of the location. When soil samples are submitted
to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a
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project to be accepted by VDOT and that testing shall be performed in accordance with all applicable
VDOT standards and procedures.
EXISTING GAS LINE
PROPOSED GAS LINE
PROPERTY LINE
FLOW LINE -- - - - --
FENCELINE
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL ❑
EXISTING WATERLINE W/ TEE I I
T,
PROPOSED WATERLINE W/ TEE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER METER
PROPOSED REDUCER �
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STOP SIGN `U
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES Al2
-
1. COVER SHEET
2. SITE PLAN
3. MISC DETAILS
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17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right-of-way.
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18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be
compacted in six 6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99
Method A, within pus or minus 2% of optimum moisture for the full width of any dedicated street
4
right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent
agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be
submitted to VDOT daily, unless specified otherwise.
HANDICAP PARTING
VEHICLES PER DAY COUNT 100
PREVIOUSLY APPROVED PLAN:
August 2, 1988
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development permits.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction.
20, These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
engineer must be notified immediately.
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21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements in this note.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or blastingat least two 2 workingdays, but not more than ten 10 workingdays, prior to commencement of
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excavation or demolition. Names and telephone numbers of the and operators underground utility lines in
Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
24. All utilities to be located underground.
25. All outdoor lighting shall be designed in accordance with Frederick County Outdoor Lighting Standards Section
165-101.2.
Note: An lace within these plans statingGreenwayEn ineerin , shall represent GreenwayEngineering, Inc.
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as
specified by VDOT.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet
VDOT minimum design standards and is the responsibility of the developer.
V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall
be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following
the Manual On Uniform Traffic Control Devices.
V18. The developer shall provide the VDOT' Residency Office with a list of all material sources prior to th
start of construction. Copies of all invoices for materials utilized within any dedicated street
ri ht-of-wa must be provided to the local VDOT Resident Office prior to acceptance of the work. Unit
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and total prices may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical
spreader. Density will be determined using the density control strip in accordance with Section 304 of
the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform
these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.
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In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity
to be present during the construction and testing of the density control strip.
V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and
Bridge Specifications. Density shall be determined using the density control strip as specified in Section
315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test
reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be
notified and given the opportunity to be present during the construction and testing of the control strip
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and
larger shall be explored below the bottom of the excavation to determine the type and condition of the
foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for
approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard
PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design
and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT.
V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced
below proposed foundation elevation to determine the type and condition of the foundation. The
contractor shall submit copies of borehole logs and report findings of foundation exploration to the
engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT
Road and Bridge StandardP PB-1. Contrary to the Standard, where rock is encountered and cast -in -place
box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise
unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall
be determined by the engineer and approved by VDOT.
V23 . Approval of these plans shall expire three (3) years from the date of the approval letter.
V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as
specified by VDOT.
V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in
accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT
after grading is mostly complete.
PROPOSED BUILDING ENTRANCE
PROPOSED STREET NAME SIGN
PROPOSED SANITARY LATERAL CLEANOUT /0
SANITARY MANHOLE IDENTIFIER 12
STORM DRAIN STRUCTURE IDENTIFIER 6
O
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION X735.4
PROPOSED SPOT ELEVATION 35
X
EXISTING TREE LINE
THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION
TH
MARK D, S TH
No.022837
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PROJECT INFORMATION
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PARCEL IDENTIFICATION NO. 54- :.=97G ALL ,SIGNS SHALL CONFORM
STREET ADDRESS: 728 BAKER LANE TO SECTION 165-201.06 OF
PROJECT SITE AREA: 0.84 ACRES THE FREDERICK COUNTY
DISTURBED AREA: 50 '3F SUBDIVISION AND ZONING
CURRENT ZONING: B2 ORDINANCES
_CURRENT USE: VACANT BUILDING
ALL BUILDING HEIGHTS SHALL
PROPOSED USE: AUTO DEALER (SIC 55) CONFORM TO SECTION
SETBACKS: REQUIRED PROVIDED
FRONT PRIMARY 35' 45' COUNT S DI THE FREDERICK
COUNTY SUBDIVISION AND
REAR - 141' ZONING ORDINANCES
SIDE - NORTH:36 SOUTH: 13.5
/
MAXIMUM HEIGHT: 35' LESS THAN 35'
PARKING SETBACK: FRONT SIDE & REAR
10' 5' OR MORE THAN
SIGNS ONE EXISITNG SIGN ON PROPERTY TO BE REMOVE
F.A.R. CALCULATIONS
54-A-97G = 0.84 AC = 36,590.40 S.F.
EX. BUILDING AREA = 6000 S.F.
TOTAL BUILDING / LOT AREA = 0.164 < 1.0
LANDSCAPED AREA CALCULATIONS
LANDSCAPED AREA REQUIRED 15%=0.1260 AC OR 5,488.56 S.F.
EX. LANDSCAPED AREA PROVIDED30.96%=0.30 AC OR 11,330 S.F
PARKING TABULATION:
MOTOR SALES: 1 SPACE PER 400 SF OF ENCLOSED AREA - 5100 SF/ 400 SF = 13 SPACES REQ.
1 SPACE PER 3,000 SF OF DISPLAY AREA - (10 SPACES x 160 SF)/ 3000 SF = 1 SPACES REQ.
2 SPACES PER BAY - 2 BAYS = 4 SPACES REQ.
TOTAL SPACES REQUIRED = 18 SPACES (INCLUDING 1 HC)
TOTAL SPACES PROVIDED = 28 SPACES (INCLUDING 1 HC & 10 DISPLAY SPACES)
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SUR KEY AND TOPOCRAPHIC INFORMATION
1. Boundary survey was performed by:
Elliott Ritchie Jr. Dated:August 9, 1989
2. Aerial horizontal and vertical control surveys were
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performed by: NA NA
(Year)
3. Aerial topographic mapping performed by:
NA Dated: NA
FCSA CONSTRUCTION NOTES
1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com
2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval.
3. The contractor shall adhere to the standards and specifications in effect at the time of construction.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole.
6. When an existing water (or forced sewer) main is tapped for the installation of a new line:
a) The Authority shall furnish all labor and material.
b) The contractor must:
1. make application and pay deposit
2. mark the tap location.
3. coordinate installation with the engineering -assistant.
7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector.
8. The Authority's maintenance department shall furnish and install all water meters through 2" in size.
It is the contractor's responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed:
APPROVAL
/ / r.�� l'
IREDERICK COUNTY ZONING ADMINISTRATOR DATE
*APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
YEARS FROM THE DATE OF PLANNING APPROVAL
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FREDERICK COUNTY INSPECTIONS DEPARTMENT
STRUCTURES SHALL COMPLY WITHT THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND
SECTION 312, USE GROUP "U" (UTILITY AND MISCELLANEOUS) OF THE INTERNATIONAL BUILDING
CODE 2006
FIRE MARSHALS NOTE
a) The meter box, with its frame and cover, must be properly aligned with the coppersetter.
b The frame and cover shall be set to final grade.
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c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches.
d) All components of the meter box assembly shall be in proper working order.
Cam" °
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MYEN NBfEI1
FENCES ABOVE 6 SHALL REQUIRE PERMIT.
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Fire lane markings and signage:
Any "No Parking signs and yellow painted curb locations will be installed
by field inspection at the direction of the Fire Marshal's Office.
TRIP GENERATION DATA
9. For water and sewer services that connect to existing lines:
a) The location of the service lateral is to be coordinated with the Authority's engineering assistant.
b) An Application for Service must be made and fees paid before work will begin.
cc
Project Name:
J
RID GE WA Y AUTO CENTER
Project Number:
0749R
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.
d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the
property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the
Magisterial District:
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Date of Plan: (Month, Day, Year)
meter.
e) The Authority will install all sewer laterals.
STONEWALL MAGISTERIAL DISTRICT
Jan. 4, 2010
10. Any water service line must have a backflow prevention assembly (double check valve or RPZ,
as required). The assembly must meet ASSE standard No. 1015 or 1013.
* TA
EN FROM ITE TRIP GENERATIO
7TH EDITION
Owner:
Address, Includin ZipCode & Telephone No.
728 BAKER LANE
DATE: MAY 12, 2010
UTILITY CONTACTS
SCALE: NA
11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required).
The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a
fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read
remotes are required.
12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and
its backflow prevention device, and/or 2) the fire service line's backflow prevention device.
CHARLES RIDGEWAY
WINCHESTER VA, 22602
1-540-664-5521
Water/ Frederick County Sanitation Authority Phone: Verizon
Sewer: P.O. Box 1877 P.O. Box 17398
Winchester, VA. 22604 Baltimore, MD 21297
(540) 868-1061 (301) 954-6282
Power: Allegheny Power Gas: Shenandoah Gas Co.
Developer:
SAME AS ABOVE
Address, Including Zip Code & Telephone No. SAME AS ABOVE
DESIGNED BY: JNT
FILE NO. 0749R
Engineer Certifying Plan:
GREENWAY ENGINEERING
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
WINCHESTER, VA 22602
(540) 662-4185
P.O. Box 1458 P.O. Box 2400
Hagerstown, MD 21741 Winchester, VA 22604
1-800-654-3317 (540) 869-1111
Virginia Utility Protection Service 1-800-552-7001
-
HANDICAPPED PARKING NOTE
SHEET 1 OF 3
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
�DWG# 09-34
WIRE MESH REINFORCING VD.O.T.
ROAD AND BRIDGE STANDARDS SECTION 301.04
8"i
CLASS A-3 CONCRETE
T 6" BASE 21-A
COMPACTED SUBGRADE
(COMPACTED TO "35% DENSITY AT OPTIMUM
MOISTURE CONTENT, VDOT BTM-1 METHOD)
TR,45N DU1„1fi STE};R FAD
(NOT TO SCALE)
INSERTABLE SHEET A59
GENERAL NOTES:
L THE DETECTABLE WARNING SHALT. OE PRDV6)ED BY TRUNCATED DOMES.
AST
2 DF.TEWITH CTABLE NING TIEGfRALBE ' ASS A 3 CONCRETE AS0.A 41DIM
SIIP Rr SISIANT SUFACE COVERING 111E OFC THE)
RAMP FLOOR BY 2 F007 N LENGTH IN THE DIRECTION OF t PEDESIRIAIJ
TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED COVES DETECTABLE
WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
TYPE A
3 DF Y BE
PERPENDICULAR
USING'RB PERMISSIBLEMP
FLOOR OR BY CONSTRUCTION COS RUC"ED TIONx'JJONT'TI ". REQURED BARS.
4. F RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO
THATADJOINING FLARED SIDES CAN HE CAST N PLACF ALTER PLACEMENT OF
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS r55 n-/.
5'MN
5. REOUREO OARS ARE TO OF NO.5 X S' PLACED ,'CENTER TO CENTER ALONG
- _NAX
BOTH SIDES OF THE RAMP FLOOR, MIODEPTH OF RAMP FLOOR. MINIMVM
CONCRETE COVER P/,'.
12:1 MAXI X
�- _
6. CURn / CURD AND HITTER SLOPE TRANSIIIONS ADJACENT TO CURB RAMPS
-1- _
RE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTIER.
TYPE B
7, CURD RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
PARALLEL
BY THE ENGNEFR. THEY RE 10 BE PROVIDED AT INTERSECTIONS WHEREVER
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHEIHEB 510EWALK IS E)*IIAG, PROPOSED.
ORNONEXISTENT. THEY MUST BE LOCATED WUIIN PEDESTRIAN CROSSWALKS
AS SHOWN ON PLANS OR AS DIRECIFD BY THE ENGINEER. AND SHOULD NOT
_
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING UGMI POLES, FIRE
I, 1�2N11_AX
HYDRANTS, CROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A�r\-�_
UNOBSTRUD'ED. STABLE,FIRM AND SUP RESISTANT PA14 CONNECTING ALL
NIS a A FACILITY THAT CAN BE APPRDACHED, ENTERED
;
T '2'.1_ MA%-T/��
ACCESSIBLE EI.EMF.
AND USED BY PEDESTRIANS,
$R, aIH **
1--
6. RAMPS MAY BE PLACED ON RADIAL OR IANGENTIAL SECTIONS PROVIDED THAI
2IM pT * , Z" HIGHER THAN
711E CURET OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
EDGE OF PAVEMENT
THAT THE SIOPE AT THE CONNECTION OF THE CURB OPENING IS
AT XX . SAME AS
TOP OF CURB
PERPENDICULAR TO THE CURB.
a. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT
TYPE C
ACCMMDATE1 I
'IRDARD G-113,COMMERCIALN IIIIEAVYTED HEAVY IRUCK
PARALLEL & PERPENDICULAR
TO SHE CRNING
RAFFCOREFER ENTRANCE E
TRUCK TRAFFIC) FOR CONCRETE DEPTH.
'
10. WHEN CURB RAMPS ARE. USED N CONJUNCTION WITH A SHRED USE PATH,
THE MINIMUM WIDTH SHALL BE 111E WIDTH OF THE SHARED USE PATH
1.6„ - 2.4„
TRUNCATED DOME
` 0 0
O D 0 0 0 0 0 0 0 0 0 0
O 0 0 0 0 0 0 0 D O O O O O O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
f
D 0
im� O O O O O 0 0 0 0 0 0 0 0 0 0
�7 1_ SO% - 65% OF BASE DIAMETER
TOP DIAMEt[R
O O O O O O O O O O O O O O O f
0 0 0 0 0 0 0 0 0 0 0 0 0
B/SE DIhuE HER
a " A VLE
MINIMUM'
PAY Lno
TRUNCATED DOME
DETECTABLE WARNING
DETAIL
DETAIL
SHEET I OF 4
CG-12 DETECTABLE
WARNING SURFACE
AEEEOE6EEFFEFIE aN
ntT
GENERAL NOTES
RrV, 7/05
02
203.05 DEPARTMENT OF
TRANSPORTATION
-VIRGINIA
NO. II GAUGE 4 V
BEVELED GALVANIZED HEIGHT OF BRACE SHALL BE
STEEL BAND WITH IN ACCORDANCE WITH
BOLT AND NUT MANUFACTURER'S SPECIFICATIONS
--
6'
A 4
e e: 7
A•I' ', . • A
A
e
_a A 53n
I6" A 16"
. 4
2-24' % REBARS
S E CT i ON A- A FOR WHEEL STOP
WHEEL STOP
NOT TO SCALE
• 5 DOWELS. B" LONG A PERMISSIO
Al 12" BOWELS,
-�� CONS(RUC (LEION
Ij711EET
5' MIN, JOINT I{I
1 ;X, I -- y1 tz t MnxBABLJ TRUNCATED DOMES
A SCE SHEET IOF 4 FOR DETAILS
5'-0" MIN _I
SHAPE TO MATCH FACE 1
OF ROADWAY CURB
BACK Or CURB 48 : 1 MAX
20 : I fL,
46_I Mom_
2 MN.--{ SECTION A -A
I /-PERMISSIBLE
CONSTRUCTION
JOINT
k _
SECTION B-B
NOTE' FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET IOF 4.
TYPE B
PARALLEL APPLICATION
ROADWAY GRADE
INPERCENT
MINIMUM RAMP LENGTH
IN FEET
A" CURB 6" CURB
0
1
h
I
5
7
2
S
B
J
6
9
4
B
12
5
10
IS
6
to
1.4
INSERTABLE SHEET A51
z a
0
0 -
o >1 or
11 II
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
11 FJ 1,f 9--AX. 5' MM
A �12`�
o
N
L N AREA
A 4' OUTSIDE
OF LANDING
>< \\ �5ALL OF TRAVEL WAY
SHALL BE PROVIDED FOR
CROSSWALK PERPENOICULAR CROSSWALK
WITHIN THE MARKED
CROSSWALK AREA.
NOTE'
THE REOUIREO LENGTH OF A PARALLEL RAMP
IS LnAIiEO i0 IS FEET, REGRDLE SS OF THE
SLOPE.
SPECITICAI-01
KrE"EMCE CG-12 DETECTABLE WARNING SURFACE
oz TYPE B (PARALLEL) APPLICATION
- - VIRGINIA DEPARTMENT OF TRANSPORTATION
3 STRANDS BARBED WIRE
s--Y-
It71H .ONE TENSION WIRE TOP RAIL
�\ CLIP EACH LINE POLE -'--LINE POST i
(NO. 6 GAUGE MIN.)
WIRE FABRIC PER
SPECIFICATION WITH PRIVACY SLA'
TENSION WIRE NO 1 GAUGE
GALVANIZED COIL SPRING WIRE
./STRETCHED OUT
II
3' END CORNER OR I I TYPICAL SPACING BETWEEN ALL
I
I GATE POST I I L INE POSTS I
1
10'(MAX) 10'(MAX)
CONCRETE 3/8" MIN ROUND ROD
FOOTING WITH TURNBUCKLE
LINE BRACE - SHALL BE USED WHEN VERTICAL ALIGNMENT CHANGES 15'.
(MAX SPACING 500')
- SHALL BE USED AT FENCE END (AS SHOWN ABOVE) AND GATE LOCATIONS
CORNER BRACE - SHALL BE USED WHEN HORIZONTAL ALIGNMENT CHANGES 15'
OR MORE
- SHALL BE AS DETAILED ABOVE WITH BRACING IN BOTH DIRECTIONS
TYPICAL CHAIN LINK FENCE INSTALLATIONN.T"n
�7.
Y
Ll 3/8"
j CONCRETE j I ROUND
FOOT ING SIZE A46 SHOWN
I-- 12 11
GROUND
"CLEARANCE
3" MAX
P MIN -t
31_011 31 / II
-�-� �-�- 12 I I
T''PICAL DOIJ5LE 5WING GATE
SIDEWALK DETAIL
SIDEWALK
4" CONCRETE
VST4"157 COMPACTED
ON
ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING
12". EDGE OF E%(SING PAVEMENT
(AS DETERMINED IN FIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTINGASPHALTLAYERS _ PROPOSED ASPHALT LAYERS
EXISTING SUBBASE PROPOSED SUBBASE
---------------------------
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 11/r INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
* MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 31
NOTES:
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT,
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE ANO THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY THE ENGINEER.
5. THE ENGINEER MAY REQUIRETHE MILLING DEPTH OF THE EXISTING PAVEMENT TO T T HIV CROSS -SLOPE E BE ADJUSTED 0 ACHIEVE E AN ACCEPTABLE PAYMENT CRO55 SLO E
AND EFFECTIVE SURFACE DRAINAGE.
6- EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(e) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE
SPECIFICATIONS.
ASPHALT PAVEMENT WIDENING BREFERE CE
REFERENCE
FOR WIDENING SUBJECT TO TRAFFIC 305
VIRGINIA DEPARTMENT OF TRANSPORTATION 315
ALL STANDARD PARKING SPACES TO BE 10'X21'
WC SPACES TO BE VX21' WITH 5' BETWEEN
176 W'-6' 6LAT5, 7-PW6H NAIL AT
rOf AJJU T90TTCH
2'X4'X4' DEA1'*. TOE NAIL TO Is
4'XAt'XD'
NOTTESi.
L PRESERVATIVE STAN ON ALL WOOD. '^
COLOR TO MATCH THAT OF BLDG-
2. FINISHED SIDE OF FENCE SHALL FACE
ADJOINING PROPERTY, IF APPLICABLE.
a
CIC11'rACTM CURAVE.
W002 PENCE DETAIL
FOR BOTH DUMPSTER ENCLOSURE AND PERIMETER FENCING
NOT TO 6GALE
-41 2- RAO"
T :.._ _ •'d ARSE
I- 12
ACCEPTABLE ALTERNATE
IF CURB IS EXTRUDED
105
502
SIGN SHALL. BE LOCATED SUCH THAT iT WILL NOT BE
OBSCURED BY VEHICLE PARKED IN SPACE. LIGHT COLORED REFLECTIVE I 12"
SIGN (SEE DETAIL) BACKGROUND MAT'L.
FC DARK COLORED 2" LETTERS
OR EP do 3/8" BORDER RESERVED
IE 2' INTERNATIONAL 5)MBOL PARKING
OF ACCESSIBII CT`( 24"
T
61
STRIPED AfREA
s
aT
W
4.0' MIN.
7.0' MAX.
HANDICAPPED DISPLAY CONDITIONS
sYMBOLs S' MIN. UNLAWFUL
PARKING F THIS 4" STEEL PIPE FILLED WiTH CONCRETE
SPACE IS SUBJECT
TO A FIN OF
DARK COLORED REFLECTIVE
8' VAN ACCESSIBL ESPACE 50.00 TO �100.00
5' FOR RECsULAR SPACE BACKGROUND MATERIAL
HANDICAPPED PARKING DETAIL LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED
N.T.S. AT SAME POINT ADJACENT TO THE 8' AISLE.
ON51TE TYFIC,4L FA VEMENT SECTION
NOT TO SCALE
HiGH TRAFFIC AND GG-I1 ENTRANCE ASPHALT
- 1511 SM-125A SURFACE COURSE
611 Bh11-25ID BASE COURSE
8' SUBBASE VDOT STD. GR-21A
COMPACTED SUBGRADE
(COMPACTED TO W% DENSITY
AT OPT"JM MOISTURE CONTENT
VDOT VrM-I METHOD)
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST
OF THE 8115GRADE MUST SUBMITTED FOR ACTUAL DETER IINATION OF F;ZEQUII;I--D
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
DL-FrIM13-VCI0t
4-
NOTES:
I. Tm nDl NAY 6E PRECAST OR CAST N PIAM
2- CONCRETE TO BE CLASS A3 F CAST N PLACE,
4000 PS F PRECAST.
a CUR HAVING A RADIUS OF 300 FEET OR LESS KONG
FACE OF CUR) 'ALL BE PAID FOR AS RADIAL CHAR.
4. (THE DEPTH jjOF CURB MAY BE REDUCED AS MUCH AS 3'
M ORD T)A THE B011DY OF CUR WILL INCREASED AS MUCH AS 21. DEPTH)E
WITH THE TOP OF A COURSE OF THE PAVDA/T SUBSTRUCTURE.
OTHERWISE THE DEPTH tS TO BE 16' AS 94OWRL NO ADJUSTMENT
*1 THE PRNE CDE D I FO
TO BE MAX R A DECREASE OR AN
INCREASE
0. THIS CURB IS TO BE USED WHEN Dinsm SPEED
IS 40 MPH OR LESS ON RLFWIL HKn9RW Y AV40
45 MPH OR LESS N OEVEIL4ALD 111194R AND
SUBUREIW AREAS. F THESE DEVON SPEEDS ARE
EXCEEDED STANDARD CO-3 IS REQUIRED.
STANDARD 6" CURB
VIRGINIA DEPARTMENT
or
TRANSPORTATION
M.y 2.5 P.p 611-12
Typk.l T-ITI Control
51.11onary Op-dIon on Shoulder
(Figure TTC4.0)
gBI.TPS
cndmKe:
1. A ROADWORK ARF.AD,ign or MOULDER WORK AREAD rigs ,hav/d be plied on the l fi fide of the
road" p/or Is diWIkd or mre-I. y freer only %she left fhwlder 4 qff-d.
2. Sign ,piing 'hold be 1300'.1300' for llnlrrd accea highway,, od on all orher mod» r. 500'.800'
whrn the pnHrd.gwed limit k greyer don 45 mph. and 330.500' whoa the posed sp-d link if 45 r ph
or greener.
Slmd..d:
3. Chmnelidng dMn Ap.dng shell be AI the following: -
Posted Spud (mph)
L-0, EA ]f
rr.n. Bm sp.-mg 28' 4m
Tr W.y Sp.cleg 40' go'
4. The bvRrr Ap.a length Ah All be a Ahown in Table 61H for the purled speed IImIL
5. Cope Toper Length (L):
Speed T.pe, Length
E,Imlt Lme \\'Idlll In FM
hIPH f0 11 11
25 105 115 125
JO "' I6s 100
3s 205 I25 241
40 270 295 320
45 450 495 640 (Shoulder T.per-1/3LM sdemos)
50 s00 550 600
55 SST 605 "(160 600 660 770
6s 650 715 780
6. A A.don ,,hkI, wilh tither An .now b-A olwotting In the Y.mlon mods. AT .1 le- one high.
In1-1 .mar brnt.ting, oAcllht)ng, or rlrohe light Ah.li be ported 50'-100' In Advance ur the n,A
7. FQor ftloct-duntjgp _bons o(60 minma ar Ieea�ILsipos my�nn lirin¢ devic ITuv be elimioet�j(
A vehicle wuL1Ll<41vL.1.�-d3gAJ0tn'ty be ant ••Ill tr beJ�hy j6yEed, '
g. .troatrt bj£15 h . L be •.vl to fuoolemmt Kjph-itrnciry m4lfne- n..� hind {Ilorc._�(fn�`
e Geht,n
Stand.rd:
9. When • side rR.d 1,011 M1 the MghW.y Mthin the temporary I,.Me mnlroi zone, oldithm.] LrAMe
cnnlnl devku Ah.O be pl-d As needed.
May 2005 Page 614-11
eyPO GRK:,
EIO '-'- dA h C20-2o
c J �� RoaD ORX
' � - LLUMMnlfO Fl At1MIG
AA6R (CAUTION MW,
TYPE B OR
F
- COWS- SEE TOTE I
GFI
a
a
41 G i 0 oil - SeEOtEop' I
I�.AP' AAIF.'D VW-28
48" X 48"
SEE NOTE 11
N � I
Y Rv°OR�DIi� J- i U ri. :Rz_T
W,
7121-4 j
48' x 48'
t�tl
S111d"rtTly OPerrrtinn ran SI P,,Id,,
(Fign i, TTC-4.0) I
i
P," Dni 1 Drl ACDI-IAI T (`I IDD ICI ANIr)C
NOT TO SCALE
>1
0)
00
)TE: THE REVISION5 5HOLUN ONLY PERTAIN TO THE �°,
PROVEMENT5 A5 REQUESTED BY FREDERICK
)UNTY PLANNING DEPARTMENT. 14 :1 *44;,j V)
115 DETAIL SHEET WA5 ADDED 1.0 THE ORIGINAL
-AN TO SUPPLEMENT THE REQUESTED REVISIONS
-R FREDERICK COUNTY PLANNING.
z
O
W
SQUARE TUBE. STEEL. SIGN POSTS - Square -tube steel sign hosts shall be fabricated from hot=roled, carbon sheet steel,
struC(urol steel quofity, conforming' to the. requirements' of MTU A1011, Grade 50 Cxcent the yield strength ofler cold -forming shall
be-60,000:psirninirrum: TI1e.staof gauge. ;hail-ba. 14',aouge (or the 2. inch by 2 inch posts arid 10 gauge for the: 21/ inch by
?V inch pasts Post, (inside. and outside) shollbe galvanized in eccordonce with' the requirements of ASThf A653, Caa�g
Desigl)otian:G-90.-Pasts.Sl-'0Use w in -ground michor system ftiat.proYidas.a stable Inst0otion and mows easy replacement
of 1},a-s;qn post -inlb the anchor systiern ofter. vchiculor. irnpacl. 'Pos(s 511011 conform to the, breokkoway requirements of AASHTO's
S(anddrd. Specifications far. Structural Supports for IUghwoy{ Signs, Lunrin6ires, and Traffic Signals (199111, Erttion'kicfudina revisians),
The Cantractor sh0provide o copy of the I'MYA's acceptance -letter indicatingg cotrl licnco (,sill) brepkOWCX requirements at the
U613.OfN catcfog-submwsion"of the posts. Pasts ShaR have. fsinch .(,/- 1%64incli) openings or knocOuts spucad 1 inch on
centers an all four sides. Pasts shall bo: insto.led in accordance with (he maeiufocturer's recommendations, Pbyment Ikili ba
modo under: Sigh Past Steal(Size), Linear Feet.
Mry 2005 P.ge bH40
TYPICAL TRAFFIC CONTROL
Flagging Operation On Tn•o-L me Road
(Figore TTC-18.0)
1. Sign .rpntiog dion .,b..Id Ae 500'400' where the po,red,p.ed limit h Rnnrer IAm, 45 IRA/, and 350'-
SIV7' where the fnmrd speed limb h IJ mph o. lev. '
i Care hold be efmci,ed whrn -1,11shing the limits of #fie Aw.k mne A, lone mmrlmvm po"'W, fight
dGrmce In mAmnfe f oh, flogger storhm and nmoitiom bard on the pR W opted limit and at Isar equal
ro or seater rMn rhr WT/uer In Appe,dk A. Page A-d.
QsKi
3. W'hee Ritht-af-Wn or geometric condidom orevmt We tuc Rt 4g" x 4g" ,iota J6" x C ejVjjDAy_h
Shod. 111
4. FI,w.t At.11ou. Ah.11 be b- A for enough 1..A,Omt, of the work mne to permit .PPro hh,R
ts.me to r.du Apeed ."dim Hop hemp p... I., the Work mne end .now PATO-knl dhtmce for
dep.rdng t.AFTk In the len Imo to retun to the rlgM lane beron.n.Well mppo,i,g tome (.0 T.bF,
6114.0 on P.N. 6H4).
3. All RARgen Ah.n be ALAte certinN And hove Ihelr -erdn-sin nrd IA their pmw.lon Whe.
p<rtnrming D.gging du0a. (See &-limn 611 Q-116-.H... for FI.Rest.)
6. Cone APld R.h.11 be At the fou, mg:
L«Adnn Sp-d OBTh)
OL35 36*
Tnn.IlloA Bp.cing 20, 1.
Tnvelw.y SZI IT 40' lb' _
7. A h dew vehkk hh 1 I 1 on hlRh I imAlly rot.tlnR, omill li g, - .mbar .loth. Tight .h.11 Ian
to ked 50'-100'to &Tmet ofthe Brxl WorkereW.
SZQLOy.
- - & A suoolemr�l W 11- an may he smoked io tlyf Are to aiv. dvma wuoiog of the a"e W, abed by
fl0wine maoA<hio¢ trARc prior m,achive me Caesar etaGov a Renaud tMc -
GWRiona:
9. if the queue f task reaches the "BE PREPARED TO STOP"Agm then the ,Ism ahmdd be readfmred en
greater 101 -e,.
10. Rhin o high-, rail emA,mg afro within or vsnt of the tramlMan Arta and h b andcipored that
queers remlting fmm the Inns clmrurt might ¢Mad through the highwy-ra/l grade emning, fie Kmp,rtrry
"ffl, control rove should be --tied AR then the no WRo arm precede the highway -ran! rcrmrsing (Sn
figure TTCd9.0 for addlrimnal in(ormadon on high-m-roil-ing,).
Slmd.rd:
11. At night, n.%ger -fimne 0,11 he IilmohoR d, -MI In eme,% ..Its.
4pU4n:
12. Cana moo be el'unimted whin WingAyila(.yahlcl ti {Lay-{p IQW d 'dlh' 20 feel Is .
13. EV w-volume aillali4➢CB'iih3hal work m0 In''ahtlyOdvYgyF-y.'hSialhI; flu er u v'i bk IQ .o.d
0isis Aoaonchine Gap both d'rectioog. ¢ sioal9�ggSE,llpsJ7jQn d�tQyS vi3ible m mad use eop@ggyiyg
f. boW duecti be d is, Cbeplaf U
4
R
zaf8 4 p.
6 '
0 41- �J ♦�R- - ='-�
ao o �r;1I
IF 11,
e Y ,TM s
g e
x a B a
uk
' Jg
fOrLl - i7liC: - - LLHG:
L 0847T034-223.
I. • C501
M, 2005 PAg. 611-76
TYPICAL, TRAFFIC CONTROL
Signing For Projea Limin
(Figore TTC-36.0)
Snppo,t: 11=
1. This layout depim signing rMirtlnenh fm designating the beginning end ending loonies of eoomomctioo
pmjmm. The rNsI. of the signs is to itd momrkts When they ere entering end exiting A F-mill
oonebuctiRn area. This hymt A%,.pplia to malt) -Imo highways including limited APc highwryA.
St.nderd:
2. The `ROAD TINDER CONSTRUCTION" sign Ah.11 he plAeed 2000' ± from the pm)ed Omif, .1500'
3 prior to my "they mmtrvetim. w.rning sign.
Opti-
3. Solo prys_cte whereJlLc If . n< time as no f conaw U Mee ",tbPRULthxw;tLwod so.; is
gyabgngt4 d Lam`- K� "ROADCUNDER 0_NsTR OM may be 11mWgk4 O dusted
by the Dia,rict 7nfrj{�L�yCS.
Stend.rd:
4. On ro.dw y1 holing A medi.n wider than g', left And rlght,ign AAHmhllu Ah AO It, regnlrM.
Guldome:
5. All mnnenmv w/thln the pm/ecr Nnin AMP/d De /denrifird wlrh p imi n,, nM Algv.
6. The eimmiLoh0gy i60" 24'T' f -P' And3.i 'L' A h' h rt••.e F S d�;�m,.,d_
lYblami 48" x 24" m6Y� t1I44
Mny 2005
o
a C
ad115 dISNOD
l: OU
into rbEz(., m . i,
it/r
�RIIC+HJTC 6ECM1
Signing ro, Prnjeof Limits
(F Igo,
a TT C-36.0)
MASH
N0,02283?
3ETAl.
`sIO V
DATE: MAY 12, 2010
SCALE: NA
DESIGNED BY: JNT
FILE NO. 0749R
SHEET 3 OF 3
DWG# 09-34