HomeMy WebLinkAbout24-09 Little Guy's Place - Country General Store - Back Creek - Backfile (2)EXIS77NG FEATURES
EXISTING EDGE OF PAVEMENT -------
Ex Ep
EXISTING EDGE OF GRAVEL
Ex EG
-- ---- ------ --- - - --- -----
EXISTING CURB AND GUTTER -- ----- -
Ex CG
EX. INTERMEDIATE CONTOUR
4.
EXISTING INDEX CONTOUR
EXISTING SPOT ELEVATION
A 56'.
EXISTING TELEPHONE LINE
T T
EXIS TING SA NITA R Y SE WER
:,q
EXISTING ELECTRIC SERVICE
EXISTING GAS LINE
EX 15 R CP
EXISTING STORM SEWER
EXISTING FENCE LINE
EXISTING DITCH LINE
EXISTING WATER LINE W1 TEE
EXISTING FIRE HYDRANT
EXIS77NG WATER VALVE W
W
EXISTING REDUCER W
EXISTING TREE DRIP LINE
PROPOSED FEATURES
PROPOSED EDGE OF PAVEMENT
PROPOSED EDGE OF GRA VEL
PROP EP
PROP EG
PROP. CURB & GUTTER
PROP CG-6 I
PROP. REVERSE CURB & GUTTER
G�-4R77,7-
PROPOSED CONTOUR
50
PROPOSED SPOT ELEVATION
+50M
PROPOSED STORM SEWER
PROP. 24 "ADS
PROPOSED SANITARY SEWER
S S S
PROPOSED TELEPHONE
T T T
PROPOSED ELECTRIC
PROPOSED GAS LINE
PROPOSED WATER LINE
PROPOSED WATER METER
(D 1 Um
PROPOSED FIRE HYDRANT
PROP. FH
COMMON LABELS& FEATURES
PROPERTY LINE OF PROJECT
NEIGHBORING PROPERTY LINES
EA SEMEN T LINE
PROPERTY CORNER FOUND
PARKING SPACE TOTALS
ADA HANDICAP PARKING STALL
SIGNS
E IDEN TIFIER
SA NrTA R Y MA NHOL
STORM DRAIN STRUCTURE IDENTIFIER
LIGHT POLES
L OCA TION OF TEST PITS
EROSION & SEDIMENT CONTROL FEATURES
LIMITS OF CLEARING & GRADING - — — — — — — — -
INLET PROTECTION
OUTLET PROTECTION
CHECKDAM
DIVERSION DIKE DD
SILT FENCE W1 WIRE SUPPORT x x x
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a—WA10 �12 4
A Conditional Use Permit #03-09 for a "Country General Store with carry -out food prepared
onsite " was granted on July 22, 2009e by the Frederick County Board of Supervisors with
the following conditions:
1. A# review agency comments and requirements sha# be complied with at a# times.
2. An engineered site plan sha# be submitted to and approved by Frederick County; and
implemented prior to operating store activities on site.
3, One (1) monument sign sha# be allowed on the property; sign Shall be limited to fifty
(50) square feet in area. The sign shall not exceed ten (10) feet in height.
4. No on -site vehicle fuel sales allowed.
5. No outdoor display of goods.
6. Carry -out food only; with no more than four (4) picnic tables allowed for outdoor meals.
7. Any expansion or change of use will require a new Conditional Use Permit.
1, Permits must be issued from VDOTprior to any construction in a public right-of-way.
2. The Manual on Unifonn Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way.
3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and leaving the site.
4, Any damage to neighboring properties Including county roads and sidewalks, caused by the development of this site will be the
responsibility of the developer. Alt damage must be repaired to original conditions,
5. The contractor will be responsible for adequate and positive drainage of thIs site.
6. A# construction will be done following the laws and guidelines set forth by OSHA and VOSH,
7 A# construction will be done following the laws and guidelines set forth by OSHA and VOSH.
8. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions.
9. The developer is responsible for the relocation of any utilities required by this site plan.
10, A# Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction.
11. All controlled fill must be compacted to a minimum of 95% density following Method A'of the Standard Proctor ASTM-D698,
AASHTO- T99, or VTM-1 as applicable, Any fill placed under buildings, structures, or pa vement must be inspected and approved by a
professional soils engineer. A geotechnical report supersedes this note if provided.
12, The contractor is responsible for contacting MISS U77LITY prior to any site work. All utilities shown on this plan are approximate
locations and not all utilities may be shown,
13, The contractor will contain all litter and debris on -site, The work must be lett in an orderly manner at the end of each workday.
14, An approved set of site plans must be on -site during the construction process.
15, The contractor will notify all utility companies prior to excavation within easements,
16, The contractor will seed and straw, for soll stabillzation, any olsturbed areas that will be left for more than thirty days.
in IR
!ff.MM&1#A01A1F4 l�
1. Buildings shall comply with the Virginia Uniform Statewide Building Code., 2006 InternaUbnal Building Code and section 309 - M, mercantile Use Group
of the International Building Code12003, Other Code that applies is the ICCIANSI All 7.1-03 Accessible and Usable Buildings and Facilities.
2. Proposed change of use from 5-1 Storage to M-Mercantile shall meet ANSI Accessibility to full extent but Shall not exceed 20% of the total cost of
renovations. ANSI accessible van parking shall be provided with unloading area. Handicap parking shall exceed 1:48 slope and signage shall comply
with USBC SEC 1106,8, Alt required egresslingress shall be Handicap Accessible. Service counters shall meet ANSI. Agrease trap is existing and is
located on the site plan outside the building. One unisex A NSI accessible restroom shall be pro vided and shall be a vailable for public use upon
request.
3. Note requirements in Chapter 17 of BOCA for special Inspection requirements on the type of structure. (Soils, concrete, etc.)
FIRE MARL,17MMI M Z11 111111ayal
1, An inspection by the Fire MatshaX5 office will determine where curbing must be paInted yellow.
2, "No Parking - Fire Lane" signs will be placed on the site by the Fire MaishaX5 direction.
3, The contractor must align the fire hydrants to the direction as determined by the Fire Marshall,
4. Burning brush piles of natural vegetation requires a permit, Burning construction debris is prohibited.
5, Emergency vehicle access must be provided at a# times, Fire hydrants will be always be left unobstructed.
r
1�
Total disturbed area of disturbance is aproximately 4,100 square feet, The curent regulations
requires a Land Disturbance Permit for disturbances greater than 10,000 square feet
L!
10 , I AWM J�Al�
This developernnt will cause a reduction in impervious area. The runoff from a
1 0-yr storm is less than two (2) cfs and drains into an existing stream.
V1. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VOOT)
Road and Bridge Spedficatlons and Standards, the VIrginia Erosion and Sediment Control Regulations, and any other applicable state,
federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the
most stringent shall govern.
V2. A# construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia
Occupational Safety & Health (VOSH) Rules & Regulations,
V3. When working on VDOT fight -of -way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition
of VDOrs Work Area Protection Manual. Furthermore, all trafflc control flaggers must be certified in accordance with Section 105 14(c) of
the VDOT Road& Bridge Specifications.
V4, The developer shalt be responsible for relocating, at his expense, any and alf utilities, including traffic sIgnal poles, junction boxes,
controllers, etc., owned by VDOT or private 1publIc utility companies. It is the sole responsibility of the developer to locate and identify
utility facilities or items that may be in conflict with the proposed construction activity; VDOT approval of these plans does not indemnify
the developer from this responsibility.
V5 Design features relating to field constructlon, regulations, and control or safety of traffic may be subject to change as deemed
necessary by VDOT Any additional expense incurred as a result of any field revision shall be the responsibility of the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VOOT land use permits for any work on 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 andlor
developer with the attendance of the contractor, various County agencies, utility companies and VOOT prior to initiation of work.
V8. The contractor shall notify the local VOOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT
requires 48 hours advance notice prior to any required or requested Inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction
entrance that Is constructed and maintained In accordance with Section 3,02 of the Virginia Erosion & Sediment Control Handbook.
Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall ha ve, within
the limits of the project an employee certified by the Virginia Department of Conservation and Recreation (VOCR) in Erosion and Sediment
Control who shall inspect erosion and slitation control devices and measures on a continuous basis forproper installation and operation.
Deficiencies shall be promptly rectified,
V1 0. Contractor sha# ensure adequate drainage is achieved and maintained on the site during and at the end of construction,
V1 1 - A# water and sewer lines within existing or proposed VOOT fight -of -way shall have a minimum thirty-six (36) inches cover and when
possible shall be installed under roadway drainage facilities at conflict points.
V1 2. Any unusual subsurface conditions (e.g., unsuitable soils., springs, sinkholes, voids, ca ves, 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
V1 3. All fill areas, borrow material and undercut areas shall be inspected and approved by a VOOT'representative prior to placement and fill.
Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location.
When soil samples are submitted to pfivate laboratories for testing, the samples shall be clearly Identified and labeled as belonging to a
project to be accepted by VDOTand that testing shall be pefformed in accordance with all applicable VDOT standards and procedures.
V1 4. All roadway fill, base, subgrade material, and backfill in utilitylstorm sewer trenches shall be compacted in six (6) inch lifts to 95% of
theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 29yo of optimum moisture for the full width of
any dedicated street fight -of -way, At the direction of IADOT, density tests shall be performed by a qualified independent agency in
accordance with VOOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified
otherwise.
V1 5. VDOT Standard C0 and UD underdrains shall be installed where indicated on these plans andlor as specified by VDOT
VI 6. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum oesign standards and is
the responsibility of the developer
Vl 7. Prior to VDOT acceptance of any streets, all required street signage andlorpavement markings shall be installed by the developer or, at
VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Trafflc Control Devices.
V1 8. The developer must pro vide to the VDOT Residency Office a list of all material sources prior to the start of construction, Copies of all
Invoices for materials utilized within any dedicated street right-of-way must be provided to the local VOOT Residency Offlce plior to
acceptance of that wott Unit and total prices may be obscured.
V1 9. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader, Density will be determined using
the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction
technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise, In addition
to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and
testing of the density control strip.
V20, Asphalt concrete pavement shall be placed in accordance with Section 315 of the VOOT 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 the test reports shall be submitted to VDOT dally, unless specified otherwise, A PDOT 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 VDOTfor 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 andlor 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 VOOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge
Standard P8-1. 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 andlor need for foundation
stabilization shall be determined by the engineer and approved by VOOT
V23. Approval of this plan 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 andlor as speafted by VDOT
V25. VOOT Standard Guardrail shall be installed where warranted andlor as proposed on these plans in accordance with VDOT's installation criteria.
Final approval of guardrail layout to be given by VDOT after grading is mostly complete.
JrME AMPEAKHOUR PMPE4KHOUR
CODE+ ITE USE —FLOOR "I TOTAL IN I OUT I TOTA-L
852 1 Convenience Market 1771,3_60-0-] 125.9125, OF-50,9-] 127,7128.8156—.5
DA TA TAKEN FROM THE L T E. MANUAL 7th ED17YON
1. Miss Utility must be contacted prior to planting, Advise engineer of record of any conflicts in planting locations and utility markings.
Landscaper must stake and guy all trees. Stake locations must avoid utilities,
2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched.
The planter shall guarantee all plants for one year.
3, Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner,
4. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department
waffi#3� M , =*� � M �
Owner
Ruth Ann Hale
7517 Northwestern Pike
Gore, VA 22637
Phone - (540) 858-3443
Property
Data
Tax Map Number
27-(A)-47
Address
7533 Northwestern Pike
Area
0. 525 acres
Zoning
RA
Legal References
OB 866, PG 1654
Existing Use
Storage
Proposed Use
Retail - Country Store
CUP #03-09 approved 6-10-2009
Building Da
Type of Construction Masonary and Wood Frame
Existing Area 1, 560 sf
Proposed Area Same
Total Area 1, 560 sf
Height Maximum 35'
Height Proposed 16'
Proposed Sign Da
Sign Area ' 50 sf
Sign Height 10 feet
Contact Numb&s
I
Surveying & Engineering Firm, -
GreyWolfe, Inc. (540) 667-2001
Zoning Enforcement:
Department of Planning (540) 665-5651
Site Inspections:
Department of Inspections (540) 665-5650
Erosion and Sediment Control:
Department of Public Works (540) 665-5643
Sanitary Sewer and Water:
Fred. Co. Health Dept. (540) 722-3480
Telephone: Verizon (301) 954-6282
Electric: Alleghany Power (800) 654-3317
Gas: Shenandoah Gas Co. (540) 869-1111
MISS UTILITY: 1-800-552-7001
H-1 TV
Building Setba
Per Code
Existin
Front:
60'
43.9'
Left Side:
501
44.4 ,
Right Side (Rt 259):
60'
61.2'
Rear (Ag):
100,
39,7'
Parking Setbacks
Per Code
Proposed
Fro n t:
.5f
5.01
Left Side:
51
5. 0'
Right Side:
51
5. 0'
Rear.
5'
34.0'
Use For Parkin Unit
Retail - 1,560 sf 11200
Total Parking Spaces Required
Proposed Parking Spaces
# of Handicap Spaces Required
Proposed Handicap Spaces
# of Loading Spaces Required
Proposed Loading Spaces
Sheet1ndex
Cover Sheet& General Notes Sheet 1
Site Plan Sheet 2
VDOTDeta#Sheet Sheet 3
SITE PLAN APPROVAL
NAME 01
_4�DATFI ")0
SITE PLAN NUMBER -0')
Tabulation
8
Total
8
0
0
Zonin--o
Y
General Notes
Maximum
Environmental
Existing
Disturbance
Proposed
1.
Exterior lighting will be provided by wall -pack lights attached
,Features
Acreag
Allowed
Disturbance
to the building & lightooles.
2.
A# lights will be shielded or directed to prevent glare on
Floodplain
0 acres
0%
0 'YO
neighboring properties.
Lakes & Ponds
0 acres
0 'YO
0%
3.
This project will not disturb any environmental features as
Wetlands >1AC
0 acres
0%
0 'YO
defined by the Frederick County Zoning Ordinance,
Sinkholes
0 acres
0 'YO
0 'YO
4,
The owner will be responsible for obtaining or granting
Natural S. W.
0 acres
101yo
0%
easements shown on this plan,
Retention Areas
5.
Easements will be recorded and copies sent to the parties
involved.
Steep Slopes >50916
0 acres
25016
09/0
6.
Any new utilities that will service this site must be placed
Woodlands
0 acres
25016
0 'YO
underground,
7.
A dumpster will not be used on this site.
MApi-!1 �11,0 A
ANN HALE
Frederick County Zoning Administrator
d1t?J 49 1
� Date
te
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Final Site Plan Approved by Frederick County Planning Department Reviewer Date I
1. Site Plan approval from VDOT will expire three (3) years from the date of the approval letter. DATE: JUNE 11, 2009
2, Frederick County Zoning Administrator approval expires at flve (5) years from the date of site plan approval,
3. The Frederick County Sanitation Authofity approval is valid for two years fi-orn date of approval, If construction is not in progress at the end SCALE: N/A
of thIs period, A uthofity approval shall be vold,
4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner1contractor must obtain a FILE NO. 0245
Land Disturbance Permit, if required, and agree to periodic inspections.
5, The Frederick County Department of Inspections approval does not constitute a building permit, Building plans must be submitted and SHEET 1 OF 3
approved prior to constructing any structure, Fulthelmore, the site must meet a# ADA requirements and be approved by Inspections,
R7-8 HANDICAP
PARKING S�,GN..
(12' X 18
rFESERVED
PARKING
INTERNATIONAL SY"BOL
OF ACCESSIBILITY
IF REQUIRED
VAN
ACCESSIBLE
PENALTY $100-500
TOW —AWAY ZONE
MAY BE PLACED
ON ONE BLANK.
ADJUSTING THE
REQUIRED HEIGHT
TO A CCOMMODATE
THE ADDITIONAL
LINES
REQUIRED
EFFECTIVE
JULY 1, 1998
PARKING SURFACE I CONCRETE WHEEL STOP----"' ' '
HANDICAP PARKING SIGN DETAIL
(NOT TO SCALE)
EDGE OF PAVEMENT
81 81
NOTES:
1. HIC SPA CE MA Y NO T EXCEED A 2% SL OPE.
2. SIDE -WALK ENTRY IS LEVEL WITH PAVEMENT (AT -GRADE
3 WHITE STRIPING SHOULD BE- J" WIDE
4. HIC SIGNS TO BE SET Y BEHIND EDGE OF PAVEMENT,
Prune codominant lead6rc— DO NOT purne terminal
� I . I leader or branch tips
Prune rubbing _�ar
cross branches
Prune narrow crotch
angles & water spouts
— Prune broken branches
Remove togs and lobels—
Cut awoy all balling ropes
Prune sucke
2'�-J' mulch kept
Remove top of wire boske�
loway from trunk
soil we// to
contain water
Bockfill soil
Partially backfill,
Widen and water to settle
score soil, finish
gole, in wall bockfiffing
5 Area for water
Remove conlo1w and cul drainage (Pipe
circlhV tools if or tile could
conloiner-grown, Lv os be installed)
fr4xh burkp as possb/c if Leave solid soil pedestal do not
field -grown dig deeper than boll dep th
Dig hole 2-3 times root boli width
TREE PLANTING DETAIL
(NOT TO SCALE)
487
27-(A)-49
GAEL A, MILLER
#080010448
ZONED; RA A
USE: A GRICUL TURE
130 ACRES
0-
496-
MISC. VDOT NOTES
1. STOP BARS AND STRIPING MUST BE THERMOPLSTIC, SEE NOTES AND DETAILS ON NEXT
SHEET,
2, VDOT FIELD INSPECTOR CAN AND WILL MAKE ADJUSTMENTS INFIELD AS NEEDED TO THE
LOCA 77ON OF STOP BARS AND STRIPING.
3. VOOT FIELD INSPECTOR MA Y REDUCE THE AMOUNT OF REPA VING SPECIRED IN THE
-21FE
DETAIL WP XIS77NG ASPHAL T COND177ONS WARRANT IT,
4, ALL PROPOSED CURBING SHOWN IS CG-7. SEE DETAIL ON NEXT SHEET.
5, ASPHAL T AND BASE STONE MUST BE REMO VED FROM THE ENTRANCE TO BE CLOSED
7 -( 2 -74
A)
PRIOR TO PLACING TOPSOIL, SEEDING, AND S TRA W.
CLAYA, WHITACRE
6. CONTRACTOR WILL COORDINATEALL WORK TO BEDONE WITHIN THE VOOTR.O.W.
DB 954,, PG 1417
ZONED: P.4
USEAGRICULTURE
:E22ACRES
1p
09
*,44,
-,P -8 27-(A)-75
I VAMM C C1:1 f)
--494--
LIVING TRUST
#040021742
"PR, STOP SIGN
ZONED: RA
USE., AGRICULTURE
V
125 A CRES
oe-
9
0
4'
4
4 of
41' 77.41 20' 20'
05913, /x
N 79
0
-4,
1k GRAPHIC SCALE
X\.
4. A
89
1-10, 19 0
01i �j //,�p 25'R
-41 4/
SIGN 9 0
0 — �/ I
REPLACE WITH 9
A MONUMENT
SIGN 10' TALL -,9
—U
AND 50 SF
8.91
-rA
PICNIC 89-Q 4
T�kES
0 &1
i�N
�x,
EX. DUSK TO
.4
DAWN LIGHT
".9 INSTA LL--,,
881 + +
89;0
89
.44
4 LANDSCAPE,6�'
ISLAND
4%e WEL +
0
x
89-04
86 -,a
x
-47
0
F -C
OOT ANDLE VALUE 87J
FOR OUTSIDE LIGHTING
(TYPICA L)
40
V
6:
LIGHTING NOTES
1, THE EX51TING DUSK TO DA WN LIGHT WAS INSTALLED BY ALLEGHENY POWER COMPANY
APPROX. 40 YF,4RSAGO AND ISAT THE SAME LEVEL AS ROUTE 50. ITISA DOWNCAST
UNITAND LIGHT DOES NOT SHINE TOWARDS ROUTE 50 FROM IT.
2. THEREFOUR200 WATTMOUNTED TOTHEBUILDING. THESE ARE STANDARD COMMERCIAL
UNITS THA TARE POINTED STRAIGHT DOWN AND SHIELDED FROM ROUTE 50.
3, THEREARE TWOCONVENTIONAL FLOODLIGHTS THATHAVE60 WATT BULBS. THESE ARE
POINTED AT THE BUILDING ENTPANCF AND DO NOT PRODUCE ENOUGH FOOT-CANDLES TO
REACH ROUTE 50.
IN57ALL 275 SF
SHED OF PA VEMEN T
CP&
EX, 1,000 GALLON
IN,
GREASE TRAP
27-(A)-44 -0
N, 27-(A)-46
CHARLES R. & RUTH A. HALE
CHARLES R, & RUTH A. HALE
DS 335, PG 163 U77LITY BLDG 15' �� f / , � i -
DB 335, PG 163
ZONED: R4
USE,'AGRICULTURE ZONED: RA
125ACRES Innir-1
S
10,6ACRE
-\� lt�
SHED
'49
v
V
-----------
Portion of Sidewalk that provides handicap
accessible route to the building entrances
j
, -1
Building
FF=489.40
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489
488
487
486
485
STANDARD 200 WATT CUT-OFF
INSTALL GLARE SHIELD TO PREVENT
OFF -SITE LIGHTING
4 " OF 3000 PSI CONCRETE W1
FIBER
4 " OF 21 -B COMPA CTED TO
95% DENS17Y
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 95% DENSITY
TYPIC4 L SIDEW4 L K SEC77ON
3 " OF SM-2A
6 " OF 21 - B COMPA CTED TO
95% DENSITY
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 95% DENSITY
TYPICAL LIGHT PA VEMEN T SECT70N FOR
THEPARKINGAREA
LA NDSCA PING DATA
Parking Lot Data
Trees
Requirement
Calculation
Per Stalls
1 per 10 Stalls
15110 = 1.5
Per Impervious Area
1 per 2,, 000 sf
9,42212,000 - 4 7
Trees
Symbol
Common Name
Botanical Name
Planting Size
Mature
Fall Color
Quantity
Credit
Height or Caliper
Height
or
PC
Pear (Flowering)
Pyrus Calleryana
2 " Caliper
12�-20'
Yellow
6
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LLI
DATE: JUNE 11, 2009
SCALE: 1" = 20'
FILE NO, 0245
SHEET 2 OF 3
11 --------- I h\, a 1 QU_
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30% 30.1 C". 0
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2B4 Stop Sign (RI-1) CD !t 1411
Li J_ LLJ __J %bm -0
CL STOP signs are intended for use where traffic is required to stop. The C
c) STOP sign shall be an octagon with white message and border on a red
Q)
LAJ Q) _j Q background. Ile standard size shall be 30 x 30 inches. Where greater fu
L0 P-- emphasis orvisibility is required, a larger size is recommended. CD
N ELI Lj_ k-- > (Z) C)
C
Z Al a multmay stop intersectior. 1seL. 21D-A - �urnlememary plate
C) N :Z <Z) 5.
llap�, 6H - �3 LQ (RI-3) should be mounted iust below eacri STOP sign. If the number of
)1'1?C6II-I2 a) p
200, 1 (-D C)
Q) Q) C) approach legs to the intersection is three x more, the numeral on the
LZ CK
u Z (f) Ll') 00 (j LC) Q� (-D �applemcntary plate shall ;auespond to the actual number of legs, or the -_11AMM,
legend ALL -WAY (RI-4) may be used. The supplementary piate shall
Typical Traffic Control :3 :a
Staliviiiiij. Operation oil sboulder
J6 ------ -- ell. have white letters on a ra� backgroun- and shall have a standard �ize of 12 U) (A
L
(Figure TTC-4.41)
x 6 inches (RI-3) or 18 x 6 inches (R
A STOP sign h-acon or beacons may �r onjunction with a
MP sigr. -,� described in section 4E-4. C
q)
Secondary messages shall not be used on STOP sign facts. fa cz)
_j
th
101 a dil-i�ivd oile-1, qi, vrevi ovill! il file h,�,'tsb(;F&h'r tor��
12 Of- 2 1 B varles j
2, S��n tpacing, he 1300 - 000' fcr i1macd �?Ceess hh:,h't"wi. and on all orho? ro&ILI t,., NY) 41,10
12. 0' 10.0,
V,
y— 2 7 YC AM&
Standard: G ROADSIDE SIGN
3. Chaullelizilig &Nice spacing sbillt In tit the following: RURAL DISTRICT
posted Speed (tilph)
Transition Spacing 24), 40' HA LF- TYPICAL SEC77ON A T ENTRANCE ONTO ROUTE 50
1 RAL
771 #7
40411MU!
I ravchvill, 1�pacing 40' 841,
7 - - - - - - - - - -
4,
S. Colle'll aper I.en'th (1,):
spCed I'aper
IJIllit Lane Width in Feet
116 11 12 A
R1 -1
25 105 115 121, A14, 2W5 6H-7 6
30 ISO 165 ISO
N C-0 Co
M!NOP ^?R0SSP'_^A: 06
15 2 05- 225 2145 TYPICAL TRAFFIC CONTROL
All 270 2 1) 5 320 VO
Signing For Project Lindis 0 -7
45 450 495 640 (.13hokilder Taper V3L Nhitimunt) Ln
500 5,110 600 IFIgurc TTC-36.0)
WP_2
55 551) 605 601, 0 Lo
60 (,(111 6611 770 Z, ZC,
65 650 715 1811
A GENERAL NOTES
-STREET APPROACH SAME SURFAC1NG
ar,;a. TfLs itpplix� t(p aitki:i-h� invlakding liniiwd ac"-s� higliNvays.
intensily amber rotating, oscillating, or strobe light shall be parked 50t-100' in advance (if the fit -A (RADIUS TO BE AS C1 AS MAINLINE ROADWAY (SEE NOTE 3)
st;o 1. WHEN USED N CONJUNCTION WITH STANDARD CG-3
idird- SHOWN ON PLANSl` ch
NNorkel ........ AL),jACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING — — — — — — (RADIUS TO BE As OR CC-7, THE CURB FACE ON THIS STANDARD IS TO
'4XNS1RUC110N" ilgii Nlitill be phice(121300':tfrom theprolcic SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOLJNTA13LE CURB
A6 1 ,
Option: 2. fhe "ROAD UNDER C Itnilt, oi.,500'
Other C0115111letion CONFIGURATION.
Zt prior to Are,
6. A Andow whjQIC Ivith cither tin ni-ow board operating in thc cautiou inode, or at least one lligh- plqjuc-.�� p tip's's'! '11' Ill., ijzol t, it, 111041,ihl- Whul, 111,;N uc oll�linv wid Qxitillv 2 po'.owal
7. Forshorl-duraiior. S.11g..1tions of 60 111i11Wt;., w Lill Signs iinc dlanncli/icz (L% wcs, imly b�� olmljna�cd !IT EDGE OF EXISING' PAVEMENT CG_2 OR CG_6
(AS DETERMINED IN FIELD) (SEE NOTE 1)
n vehicle xvi-h activIred hi pit -illtenii tv.111111'r Twatirp or �tn-.he liolits k lv�txi. t I -
(ill VTVI.Vt.� "IMV (1140 1� a ww W11C "A &Q 01`�!ollnayoioll 'wil, ltyd Olt: 1,11VOI 01`301C MCIL1,11 .%oik /,rie i'.i 2. SEE ST94DARD CG,12 FOR CURS RAMP DESIGN TO BE
7, V N, 1.
8. Vdlich: ha/.-trj "varrilig may 1% UNL;�., t0NL1Q,.Acrncw higii-inxil..'101 flashim!, ciscill"air;,".. or unchanecd dorini-lic pro�Qcl, Ow"1�0AI) UNDVI? CONSI RLICAJON-mm wkiy 7 SIDEWALK USED WITH THIS STANDARD.
__1�OEWALK
stlob�!. li-031, NL; -- ----- DistriyJ �,tfflg �ngnrtvs�r. TACK COAT THE PROPOSED
(S E
IN (SEE
Standard: 4 SlAudatl& CONSTRUCTION JOINr EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS DIE 5)
NO 5) OPTIONAL UNPAVED SPACE
3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE
t, 4, On iondways havitig ii ilieditin Ylioct, thiluS', left find rightsign assetriblits shnIllic required. - - - - - - - - - - - - - in FLOW LINE
9, When a side iond Intel seek Ilir higinizo isilhiu ibe tempovary traffir coulrol zone, "ddiflonal Iviffic R/W LINE (EXCEPT MY 5UBGRADE STABILIZATION
control devicei slinli he placed a,, needeti. REk)LARED FOR MAINLINE PAVEMENT WHICH CAN BE
EX;ZAN ON
SION OMITTED IN THE ENTRANCE.)
EXISTING SUBBASE PROPOSED SUBBASE EXPANSION
OINT
J
JOINT
t t 01111(rx 4. RADIAL CURB OR COMBINATION CURB AND GLITTER U)
- - - - - - - - - - - - - - - - - - - - — — — — — — — -- --- SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE Z
T COMPACTED SUBGRADE NOTE-. WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. 0
Stationaq Operation onShoedder wSlenis 4�-. x rolav k SHOWN ON TYPICAL SECTION- A-*J(4j
lljvctiH4� (Figury TTC-4.0) llavv6H.4 i CONSTRUCTION JOINT DETAIL PLAN VIEW ENTRANCE NOTES
Nhy 200
5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE Z
TYPICAL TRAFFIC CONTROL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
-7 DEWALK & CURB RAMPS 0 F-
0agging Operafion Ott I wo-Leme Roatt MAINLINE ROADWAY SLOPE TRAFFIC THE DEPTH FOR Wil
PROPOSED MINIMUM IV, INCH THICK ASPHALT SURFACE COURSE (SEC NOTE 5) WITHIN NE LIMITS OF THE SHOULD BE Z 0
(Figure TTC -18-0) 10'PARABOLIC CURVE (ENTRANCE ONLY) INCREASED TO 711. (SEE 00-13)
<
8X MAX�� D
60, 24, MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF IEXISTING ASPHALT LAYERS EDGE OF PAVEMENT OR > LU
A_ AS DETERMINED BY C�IIES (SEE NOTE, 3) OPTIONAL FLOW LIN SLOPE CHANGE 6� KAM ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW
E
(SEE LINE IS REQUIRED TO PROVIDE POSITIVC DRAINAGE ACROSS Z LU 0
THE ENTRANCE,
Gtfida�;Co: A: N07E 7)
1. S;'n Nfio;ddb�' 500'-800 -here 45 ravfl, -,;Id 350'- 10 MANLM ROADWAY Z
8X MAX. D 7. THE DESIRABLE AND MMMUM ENTRANCE GRADE CHANGES Z Z
fnL, oasled vpenj linia 1.1 15 mph Or les.i� SLOPE CHANG '10" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE
NOTES: D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET 0
2. 4 ar� .,il,111141 ke wxici.,�d the imals I,,' I wA �,)"e t, j"A'Nihl� sighl
T VDOT PROCEDURES A40 BE APPROVED BY THE, ENGINEER. CONNECTIONS.
oml X lea,^[ Ca lul
um.i 7,-,WWrj0171* lki�ca'W r 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURREN
.1
P"d.,�Pv"wr ih,"; /be 1,thw, ro 4plumby .4, Po.1111i,A �5'MJN, 20' MINIMLIM FOR Z
2. THE PAVEMENT DESrN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPThS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. INTERSECTION NOTES
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT $HALL BE ADDRESSED IN THE PAVEMENT DESIGN. a _j
B. WHEN CO-11 IS USED FOR STREET CONNECTIONS THE Z > 0
3. WIlQlQ xilA1l-)f-\VaV or Ly,:olnctric ;oidl-knis thc nw qf48x 48- siZii� 36"x 36" �igi-.s ma� b'; CONNECTION MUST BE DE51GNED IN ACCORDANii! WITH
3. A MINIMUM OF THREE CORE$ SHALL BE TAXEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING CONSTRUCT GRADE CHANGES WITH A PARABOUC CURVE. C) ce
T
17 AASHTO POLICY AND THE APPLICABLE REOUIREMIENTS
PAVEMENT LAYERS, THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART- ULI 0-
Slaudord: OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING
U) 13. 0
4, THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 1/z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE SECTION A A
SIGHT DISTANCE AND K VALUE REQUIREMENTS. Lo � 0
-I. Flal-ging statimis Oiall be located (at, etiough in Advance of the work wone to permit approaching PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER,
>
Z LL
iraffiv (u reduce speed audlior stup before liw"sill., The �,Ulk zone aud all(m �Ilfficieflt disintice for 9. OPTIONAL FLOWLINE MAY REOUIRE WARPING OF A LU _j
5, THE ENGINEER MAY REQUIRE THF MILLING DEPTH OF THE EXISTING PAVEMFNT TO BE ADJUSTED TO ACH';EVE. AN ACCEPTABLE PAVEMENT CROSS -SLOPE PORTION OF CUTTER TO PROVIDE POSITIVE DRAINAGE
A�D EFFECTIVE SURFACE DRAINAGE.
deparling traffic in the Ieft lalle to return to The right Line before rea0ing opposing tniffic (see'I'Able ACROSS THE INTERSECTION.
ILL,
611-4.0 on pagi: 611-4). D 2�, 8
EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SflALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
Uj LL
ALLOWABLE ENTRANCE GRADE CHANGES
pi,ifni-Illing flil-vilig dildoy. (Spe� Scetioll 0F.0 1, Qnsilifloifloll." for TlAggcrs) 7, FINAL TRANSVERSE PAVEMENT TIE-IN SHALL COVWORM TO THE REOUhREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS V) V
5. Ali flaggevs shall be shite certified and havc their cortitication card in their pomesAon when
AT '11KAM 1rV'ATI1)MtZ CZI.IAII QW TrC.Tfn IIQIM(' A in CAM Q`T0A)M4Tf:nrC" IM AV(-r)0V1AMrV UJITW TW17 M7 CCellnM lirn'tt.1rW TLIC -4
6. Cone spuchig ;holt be nt the folloiiing:
Speed linphl
Locitfioit
0-35 36+
0
kU
=7
-- -- ------ ---
SPECIFICAT�ONS.
CLASS A3
CONCREIE
ENTRANCE VOLUME
GIRADE CHANGE
LL,
1
1
1
1
1
1
DESIRABLE
MAXIMUM
HIGH
L40RE THAN 1500 VPO
Ox
3 x
I rallsitioll Spacing .1Q, 40'
lravchiaySpnchig 401 NIV
e
<
MEDIUM
500-1500 VPD
_,1; 3 X
6x
LOW
LESS THAN 500 VPD
6 x
8x
. ......
SECTION C-C
NOTE*. ALLOWA13LE ENTRANCE GRADE TA13LE IS NOT
APPLICABLE TO STREET CONNECTIONS
-C fnr,�ci k " t
8. A �uppiomcn re(IllifiLd �11 this ;lter. 10 oiv� w'l-ililln of file olj�ialiorl A)C�aii �x a ICATION
SPEOr SPECIFICATION XVDOT
slo\,ting i�linroiiciflnv 111iffiv, 71-ior to reac"Llim" ri�.Iwcr sla,ion oir ouctied traffic. XVDOT REFERENCE
V REFERENCE
PAVEMENT WIDE111ING METHOD OF TREATMENT
ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE ST40ARDS
SHEET REVISION DATE (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET
1 OF1
9. 10he ("nel!e q/"'4(1f1c?e(jr1?v�;;1c TOSTOP" st"'n, thell 1he rowlwslvd al 50,2
3 2 VIMNIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04
V4
03
I(). IT711,,-, (:re;vsjpkj.,, ryjvt� -wabmw- upsocenn ty'dw inimmon -irev aiu.l ?i thw
"'OleS rv.�111/mgft�0111 ih� ione th'-w4gb thu hit hvv a;?grkjeh� c, atsing, [lie lcq, r
PM-3 CG 7
04fic conlrw' rolu, 171� fraelpliu.lso ��.fa 67� -�aysing �Sw LIU
Sttoidzird:
NOTES:
1 I.At night, thigger stations shall he illuminated, except ill elliergcricles. TURN LANE ARROW SKIPS U
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
pr USE 0SKIPS/301 SPACING.
TURN ARROWS REOUIRED IN ACCORDANCE WITH
THRU LANES
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
THE FOLLOWINIG, UNLESS OTHERWISE DIRECTED BY TRANSITIONS MORE THAN 100': USE MIN SKIPS
12, 1, oiw, nij,; bv,;.A11lu0t;tI %0101 06M PiIolvvlilQI4: c�Nritwp or whtai Uw io;tl r,,Ki,hvw� x0dill is 20 It; I
4000 PSIIF PRECAST,
THE ENGINEER, Q'SMPS/4' SPACING).
*/4!' 3. COM81NATON CURB & GUTTER HAVING A RADIUS
13, �iltlxicjll� with 0101t wok ZoIgN on sti"lip'lli whci\� tile l,apg'r i.$ to tond TURN LANE LENGTH TRANStTIONS IDWOR LESS: 00 NOT USE SKIPS.
1 7 OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL
E.Sel�s aj..proachillp, fic�111 bo'.11 dile,�tioll�, a sillele fla�,,e�% Posi7.innL6 to tit rmble lo ro,A Use"', alil-roachill
BE PAID FOR AS RADIAL COMBINATION CURB &
;t C�.
itow bulli 6tv 0wrwi 6F), ARROW LOCATED AT BEGINNING OF FULL WIDTH TURN, LANE.
GUTTER. t__4
301, OR LONGERt 3 ARROWS ARROW LOCATED AT IADPOINT OF FULL WIDTH TURN LANE, 0 cc !T
Fluaing Operation On Tiva-Lane Road _Votihig trar A-aject Lihijrs� 1 ARROW LOCATED SO'BACK FROM STOP BAR OR END 4, FOR USE WITH STABILIZED OPEN -GRADED
OF LANE LINE. DRAINAGE LAYER THE BOTTOM OF THE
(Figitre TTC-36.0) Z
ARROW LOCATED AT BEGINNING OF FULL WIDTH TURN LANE., CURB AND GUTTItR SH&L BE CONSTRUCTED (0
300'OR LESS: 2 ARROWS 11 ARROW LOCATED SO'BACK FROM STOP BAR OR END PARALLEL TO THE SLOPE OF SUBBASE
COURSES AND TO THE DEPTH OF THE V)
OF LANE: LINE, PAVEMENT.
Section 2B.04 STOP Sign (111-1) 2'WHTE SKIP LINE 5. ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED
STOP SOLID YELLOW Zt
Standard: When a sign is used to indicate that traffic is always required to stop, a STOP (RI-1) sign (see Figure 211-1) shall be used. The STOP sign shallbeanoctagon with a white legend and border on a redbackground. Secondary legends LINE AT THE BEGINNING 4'SPACING ON ROADWAY CLASSIFICATION AND DES115N SPEED U5
AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN
shall not be used on STOP sign faces. If appropriate,a supplemental plaque (RI-3 or RI-4) shall be used to display a secondary legend. Such plaques (see Figure 2B-1) shall have a white legend and border on a red background. Ifthe number 10'WHITE SKIP LINE OF THE RAD MANUAL IN THE SECTION ON URBAN GS STANDARDS.
JkLSOLID aHITE LINE
of approach legs controlled by STOP signs at an intersectionis three or more, the numeral on the supplemental plaque, if used, shall correspond to the actual number oflegs controlled by STOP signs. At intersections where all approaches Tri FN RI; 6� WHEN THIS STANDARD IS TO BE TIED INTO EXISTING 1::l: 50-
30'SPAONG —,\ r Z�:
are controlled by STOP signs (see Section 213.07), a supplemental plaque (RI-3 or R14) shall be mounted below each STOP sign. U 0 - - - BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN
13 ENCIUR' IT&R TH IN STANDARDS CAN BE MADE AT
Option:The ALL WAY (RI-4) supplemental plaque may be used instead ofthe 4-WAY (RI-3) supplemental plaque. R AR WMN%. 1�, x
Support:Thc design and application of Stop Beacons are I described in Section 4K.05. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER Is. ( 1111110 C1
All STOP signs must be 30"00" in the Edinburg residency. USED,IHC STANDARD ENTRANCE OLITTERS OR STANDARD
CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE
THE MOUNTABLE CURB CONFIGURATION INCORPORATED.
C
Section 2B.06 STOP Sign Placement LU rn (j
2" 1 5"_ 45K
Standard: The STOP sign shall be installed on the right side of the approach to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted,a StopAheadsign (seesection 2C.29)shallbe rn r4
installed in advance of the STOP sign. The STOP sign shall be located as close as practical to the intersection it regulates, while optimizing its visibilityto the road userit is intended to regulate. STOPsigns andYIELD signs shall notbe _Ln
\,�TTCM OF ARROW AT BEGINNING N
mounted on the same post. OF FULL WIDTH TORN LANE.
TER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign.
Guidance: Other than a DO NOTEN �� NO EDGE LINE REquiREb WHERE CURB AND
Support: Section 2A. 16 contains additional information about separate and combined mounting of other signs with STOP signs,
GUTTERS ARE PRESENT UNLESS INDICATED
Guidance: Stop lines, when used to supplement a STOP sign, should be located at the point where the road user should stop (see Section 3B. 16). If only one STOP sign is installed on an approach, the STOP sign should not be placed on the far side ofthe 13Y THE ENGINEEIR. Z
intersection. Where two roads intersect at an acute angle, the STOP sign should be positioned at an angle, or shielded, so that the legend is out of view oftraffic towhich itdoes not apply, Where there is a marked crosswalk atthe intersection, the STOP
DETAIL FOR LOCATION OF
sign should be installed in advance of the crosswalk line nearest to the approaching traffic. EDGE LINES ON CURB SECTIONS Notes:
OF ROADWAY (NO GUTTER)
STOP BARS. IF REQUIRED BY THE, ENGINEER, SHALL
Section 313.16 Stop and Yield Lines BE A MINIMUM OF 4'IN ADVANCE OF THE CROSSWALK. —THE BOTTOM OF THE CURB AM
Standard: If used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or required t o be made. If used, yield lines (see Figure 313-14) shall consist of a row of solid white 4" MARKING STOP 13ARS SHALL BE 2'IN WIDTH. 71� 2'-0" GUTTER MAY BE CONSTRUCTED
ARROWS $11ALL BE IN ACCORDANCE WITH THE MUTCD. THIS AREA MAY BE CONCRETE AT PARALLEL TO THE SLOPE OF
isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is intended or required to be made. SPACING BETWEEN DOUBLE SOLID YELLOW LINES THE OPTION OF THE CONTRACTOR SUBBASE COURSES PROVIDED A
Stop lines should be 24 inches wide and white thermoplastic, SHALL BE 4"� MIN, DEPTH OF 7" IS MAINTAINED
Guidance: Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP (RI-1) sign, traffic control signal,orsome othertraffic controldevice, except YIELD signs. The individual triangles NO EDGE LINE REQUIRED WHERE CURB AND
.UT
CUTTERS ARE PRESENT UNLESS MICATED BY
comprising the yield line should have a base of 300 to 600 Turn (12 to 24 in) wide and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 mm (3 to 12 in). 8, THE ENOWER.
8" DATE: June 11, 2009
Option: Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD (RI-2) signora Yield Hereto Pedestrians (RI-5 or RI-5a) sign.
Guidance: If used, stop and yield lines should be placed a minimum of 1.2 In (4 ft) in advance of the nearest crosswalk line at controlled intersections, except for yield lines at roundabout intersections as provided forin Seetion3B.24 and atinidblock SCALE: n/a
crosswalks. In the absence of a marked crosswalk, the stop line or yield line should be placed at the desired stopping or yielding point, but should be placedno, more than 9 m (30 ft)nor less than 1.2 In (4 ft) from the nearestedge ofthe intersecting traveled
Nvay. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk, yield lines shouldbeplaced adjacentiothe Yield Hereto Pedestrians signlocated6.1 to 15 m (20to SPECIFICATION FILE NO. 0245
V-60T XVMT SPECIFICATION
50 ft) in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield line and the crosswalk (see Figure 313-15). Stop lines atmidblock signalized locations shouldbeplaced at least 12 In (40 ft) in advance ofthe REFERENCE. TYPICAL PAVEMENT MARKING ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS COMBINATION 4" CURB AND GUTTER REFERENCE
nearest signal indication (see Section 4D. 1 5)� UNSIGNALIZED INTERSECTIONS REVISIO I N DATE r =SET 1 OF 1 SHEET 1 0 REVISION DATE
Support: Drivers who yield too close to crosswalks on inulti-lane approaches place pedestrians at risk by blockirig other drivers'views of pedestrians. 704 1 105 SHEET 3 OF 3
11 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.04±� VIRGINIA OEPARTWXNT OF TRANSPORTATION 502
LEGEND
CONDITIONAL USE PERMIT DATA
VDO T GENERA L NO TES
VICINITY MAP
1 1UJ_
C) LC
EXIS 77NG FEA TUR ES
A Conditional Use Permit #03-09 for a "Country General Store with carty-out food prepared
V1 A# work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT)
cz� Q)
EXISTING EDGE OF PAVEMENT
2009, by the F
onsite " was granted on July 22 redefick County Board of Supervisors with
Road and Bridge Speciftations and Standards, the Vlrglnla Erosion and Sediment Control Regulations, and any other applicable state,
federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the
the following conditions:
most stringent shall govern.
0
EXISTING EDGE OF GRAVEL
V2. All construction shall comply with the latest U, S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia
U
co i
EXISTING CURB AND GUTTER
1, A# review agency comments and requirements shalt be complied with at all times.
Occupational Safety & Health (VOSH) Rules & Regulations.
-0
V3. When working on VOOTright-of-way, all traffic control, whether permanent or temporary, shallbe in accordance with the currentedition
of VDOrs Work Area Protection Manual, F
urthermore, a# trafflc control flaggers must be certified in accordance with Section 105 14(c) of
SITE
1
rz
EX. INTERMEDIATE CONTOUR
2, An engineered site plan shall be submitted to and approved by Frederick County; and
i
EXISTING INDEX CONTOUR
implemented prior to operating store activities on site.
the VOOT Road& Bridge Specifications.
V4. The developer shall be responsIble for relocating, at his expense, any and all utilities, Including traffic Signal poles, junction boxes,
11R,
EXISTING SPOT ELEVA TION
by VOOT 1public It is the developer to locate identify
Q;
3, One (1) monument sign shall be allowed on the property; sign sha# be limited to fifty
controller� etc, owned or private utility companies. sole responsibility of the and
utility facilities or items that may be in conflict with the proposed construction activfty� VDOT approval of these plans does not indemnify
131 k
EXISTING TELEPHONE LINE
(50) square feet in area. The sign shall not exceed ten (10) feet in height.
the developer from this responsibility.
GORE
_0
EXISTING SANITARY SEWER
V5. Design features relating to field construction, regulations, and control or safety of tratfic may be subject to change as deemed
fo Z�
4. No on -site vehicle fuel sales allowed.
ca
EXISTING ELECTRIC SERVICE
necessary by VD07* Any additional ex
pense incurred as a result of any field revision shall be the responsibility of the developer.
SCALE 2000'
EXISTING GAS LINE
5. No outdoor display of goods.
V6. Prior to Initiation of work, the contractor shall be responsible for acquiring all necessary VOOT land use permits for any work on VDOT
PROJECT INFORMA TION
EXISTING STORM SEWER
EXISTING FENCE LINE
6. Carry -out food only; with no more than four (4) picnic tables allowed for outdoor meals.
right-of-way,
V7. If required by the local VOOT Residency Office, a pre -construction conference shall be arranged and held by the engineer andlor
developer with the attendance of the contractor, various County agencies, utility companies and V0OTpndr to initiation of work.
Owner
Ruth Ann Hale
7517 North westem Pike
7, Any expansion or change of use will require a new Conditional Use Permit.
Gore, VA 22637
EXISTING DITCH LINE
V8. The contractor shall notify the local V9OT Residency Office when work is to begin or cease for any undetermined length of time. VDOT
Phone - (540) 858-3443
EXISTING WATERLINE W1 TEE
W
requires 48 hours advance notice prior to any required or requested Inspection,
EXISTING FIRE HYDRANT
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction
EXISTING WATER VALVE
�4
entrance that Is constructed and maintalned In accordance with Section 3.02 of the VIrgirila Erosion & Sediment Control Handbook
Furthermore, access to otherproperties affected by this project shall be maintained through construction. The Developershall have, within
the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VOCR) in Erosion and Sediment
Property Data Building Setbacks Per Code Existing
Tax Map Number 27-(A)-47 Front: &0 43.9'
Address 7533 Northwestern Pike Left Side: 50' 44.4'
U) ED 0
Control who shall Inspect erosion and slitation control devices measures on basis for installation
Area 0. 525 Right Side 259): 60'
LU 06
EXISTING REDUCER
and a continuous proper and operation.
acres (Rt 61.2'
a, -
Deficiencies shall be promptly rectified.
Zoning RA Rear (Ag): 100, 39.7'
Ln 13
EXISTING TREE DRIP LINE
V1 0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.
Legal References DB 866, PG 1654
Existing Use Storage Parking Setbacks Per Code Proposed
r
Proposed Use Retail - Country Store Front: 5 5.01
Cf)
PROPOSED
FEATURES
Left Side: 51 5.01
V1 1. A# water and sewer lines within existing or proposed VOOT right-of-way sha# have a minimum thirty-six (36) inches cover and when
CUP #03-09 approved 6-10-2009 Right Side: 5t 5.0'
Rear: 51 34, 0'
PROPOSED EDGE OF PAVEMENT
PROP EP
GENERAL NOTES
possible shall be installed under roadway drainage facilities at conflict polnts�
L cc
U Q)
pz �-
PROPOSED EDGE OF GRA VEL PROP EG
V1 2. Any unusual subsurface conditions (e. g, unsuitable soils, springs, sinkholes, voids, ca ves, etc,) encountered during the course of
construction shall be Immedlately brought to the attention of the engineer and VDOT Work shall cease in that vicinity
Building Da
Type of Construction Masonary and Wood Frame
1. Permits must be issued from VOOTprior to any construction in a public right-of-way,
until an adequate
Use For Parkin Unit Tabulation
Q)
C)
design can be determined by the engineer and approved by VOOT
Existing Area 1, 560 sf
Proposed Area Same Retail - 1,560 sf 11200 8
2V ZE
LW rk, LQ (1)
PROP. CURB & GUTTER
I PROP CG-6
2. The Manual on Uniform Trafflic Control Devices (MUTCD) must be adhered to when working in a public right of way.
V13, All fill areas, borrow material and undercut areas shall be inspected and approved by a VOOT representative prior to placement and f///.
Total Area 1, 560 sf
�7_
z� k--R Z:,
PROP. REVERSE CURB & GUTTER
r
(3,- � �R �/
3, The contractor will remove ail mud and debris from the public right of way that is left by vehicles entering and leaving the site,
Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location.
When soil samples are submitted to pfivate laboratories for testing, the samples shall be clearly Identified and labeled as belonging to a
Height Maximum 351 Total
Height Proposed 161
75 41 t�)
CL
project to be accepted by VOOTand that testing shall be performed in accordance with allapplicable VDOT standards and procedures.
Total Parking Spaces Required 8
Proposed Parking Spaces 15
Q LW L14 (z)
u) L" C) '8
PROPOSED CONTOUR
50—
4, Any damage to neighboring properties including county roads and sidewaI4 caused by the development of this site will be the
Lli 'T
L C�
U,
PROPOSED SPOT ELEVATION
+ 50-QQ
responsibility of the developer AY damage must be repaired to original conditions,
V1 4, All roadway fill, base, subgrade material, and backfill in utifitylstorm sewer trenches shall be compacted in six (6) inch lifts to 95% of
Proposed Sign Da # of Handicap Spaces Required 1
C�
5. The contractor wIll be responsible for adequate and positive drainage of this site.
theoretical maximum density as determined byAASH70 T-99MethodA, within plus or minus 2% of optimum moisture forthe full width of
Sign Area 50 sf Proposed Handicap Spaces 1
PROPOSED STORM SEWER
PROP. 24 "ADS
any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in
Sign Height 10 feet
6. All construction will be done following the laws and guidelines set forth by OSHA and V05H.
accordance with VOOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VOOT daily, unless specirled
# of Loading Spaces Required 0
0
PROPOSED SANITARY SEWER
S S S
7 All construction will be done following the laws and guidelines set forth by OSHA and VOSH.
otherwise,
Proposed Loading Spaces 0
Ln
�- �- UJ
z: 0 C)
tu 0
PROPOSED TELEPHONE
T T T!
8. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions,
V1 5. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans andlor as specified by VOOT.
Contact Numbers Sheet Index
> <
U1_;_ CC Ll�
0 ED
PROPOSED ELECTRIC
VI 6. The installation of any entrances and mailboxes within any dedicated street fight -of -way shall meet VDOT minimum design standards and is
T
�- U)
0 F-
0 ;�,_
PROPOSED GAS LINE
9, The developer is responsible for the relocation of any utilities required by this site plan.
the responsibility of the developer,
Surveying & Engineering Firm:
>LUr
06 X:
LU
PROPOSED WATER LINE
10. A# Erosion and Sediment Control devices shown on this site plan shall be installedprior to construction.
V1 7. Prior to VOOTacceptance of any streets, all required streetsignage andlorpavement markings shall be installed by the developer or, at
GreyWolfe, Inc. (540) 667-2001 Cover Sheet& General Notes Sheet I
Zoning Enforcement: Site Plan Sheet 2
2�
0 0
EK-0
1 PIWM
11, All fill be to 95% density following Method Aof the Standard Proctor ASTM-0698,
VDOrs discretion, by VVOTon an account receivable basis following the ManualOn Uniform Traffic Control Devices,
Department Planning 665-5651 VDO T Detail Sheet Sheet 3
U�
> 0
PROPOSED WATER METER
controlled must compacted a minimum of
of (540)
UJ U-)
PROPOSED FIRE HYDRANT
PROP. FH
AASHTO-T99, or VTM-1 as applicable. Any All placed underbuildIngs, structures, orpavement must be inspected and approved by a
Site Inspections:
ct� a- C:5 0
professional soils engineer. A geotechnical report supersedes this note if provided,
V18. The developer must provide to the PDOT Residency Office a list of all material sources prior to the start of construction, Copies ofall
Department of Inspections (540) 665-5650
-
Invoices for materials ufflized within any dedicated street r1ght-of-way must be provided to the local VOOT Residency Offlce pdor to
Erosion and Sediment Control:
UJ u-,
for MISS U7TL7Y to A# this
acceptance of that work, Unit and total prices may be obscured.
Department of Public Works (540) 665-5643 SITE PLAN APPROVAL
5 5
COMMON LABELS& FEATURES
12, The contractor is responsible contacting prior any site work. utilities shown on plan are approximate
locations and not all utilities may be shown.
V1 9. Aggregate base and subbase matef ials shall be placed on subgrade by means of a mechanical spreader, Density w111 be determined using
Sanitary Sewer and Water:
Fred. Co. Health Dept.- (540) 722-3480 NAME 2(e_g__ DATOXWL6'
LU LU
a- W of
the density control strip In accordance with Section 304 of the VDOT Road and Bridge Specifications and VTV-1 0, A certified compaction
Telephone: Verizon (301) 954-6282
uj
CD
C)
CD
PROPERTY LINE OF PROJECT
13, The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end of each workday.
technician shall perform these tests. Ceftified copies of test reports shall be submitted to VOOT daily, unless specified otherwise, In addition
Electric: Alleghany Power (800) 654�3317 SITE PLAN NUMBER -0)
<
NEIGHBORING PROPERTY LINES
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.
Gas: Shenandoah Gas Co. (540) 869-1111
Q
00
0"
C71
14, An approved set of site plans must be on -site during the construction process.
MISS UTILITY: 1-800-552-7001
EASEMENT L-INE
15, The contractor will notify all utility companies prior to excavation within easements,
V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VOOTRoad and Bridge Specifications, Density shall be
PROPER TY CORNER FOUND
16, The contractor will seed and stra w, for soil stabilization, any disturbed areas that will be ielt for more than thirty days.
determined using the density control strip as specified in Section 315 and V774-76. A certified compaction technician sha# perform these
PARKING SPACE TOTALS
tests. Certified copies of the test reports shall be submitted to VOOT daily, unless spedfled otherwise. A VDOT representative shall be
notified and the opportunity to be during the testing the
Zoning General Notes
ADA HANDICAP PARKING STALL
DEPARTMENT OF INSPECTION GENERAL NOTES
given present construction and of control strio.
V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-sIx (36) Inches and larger shall be explored below the bottom
UA
Maximum
of the excavation to determine the type and condition of the foundation, 7he contractor shall report findings of foundation exploration to
Environmental Existing Disturbance Proposed
1 . Exterior lighting will be provided by wall -pack lights attached
SIGNS
the engineer and VOOTfor approvalprior to placing pipe, Foundation designs shall comply with VOOT Road and Bridge Standard PB-1,
Features Acreage Allowed Disturbance
to the building & lightpoles.
1, Buildings shall comply with the Virginia Uniform Statewide Building Code, 2006 Intemational Building Code and section 309 - M, mercantile Use Group
Code12003, Other Code is Accessible
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 VOOT
Floodplain 0 acres 0% 09/0
2. A# lights will be shielded or directed to prevent glare on
neighborIng
SANITARY MANHOLE IDENTIFIER
of the International Building that applies the ICCIANSI All 7 1-03 and Usable Buildings and Facilities.
properties.
STORM DRAIN STRUCTURE IDENTIFIER F 1-1
2, Proposed change of use from S-1 Storage to M-Mercantile shall meet ANSI Accessibility to full extent but shall not exceed 20% of the total cost of
V22, The foundations forall box culverts shall be Investigated by means of exploratory borings advanced below proposed foundation elevation to
Lakes & Ponds 0 acres 0% 0%
Wetlands >1AC 0 acres 0% 0%
3. This project will not disturb any environmental features as
defined by the Frederick County Zoning Ordinance,
be
determine the type and condition of the foundation, The contractor shall submit copies of borehole logs and report firidings of foundation
renovations. ANSI accessible van parking shall provided with unloading area, Handicap parking shall exceed 1:48 slope and signage shall Comply
with USBC SEC 1106.8, Ail required egresslingress shall be Handicap A ccessible. Service counters shall meet A NSL Agrease trap is exIsting and is
exploration to the engineer and VDOT for approval prlor to constructing box, Foundation designs Shall comply with VOOT Road and Bridge
Sinkholes 0 acres 0% 0%
Natural S. W, 0 acres 100/0 0%
4. The owner will be responsible for obtaining or granting
easements shown on this plan.
LIGHT POLES
locatedon thesiteplan outside the building. One unisex ANSI accessible restroom shall be provided and shall be available forpublicuse upon
Standard 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 5oft, yielding, or otherwise unsuitable foundation is encountered, the foundation design andlor need for foundation
Retention Areas
5, Easements will be recorded and copies sent to the parties
(J
CC
V)
LOCATION OF TEST PITS
@
request.
3, Note requirements in Chapter 17 of BOC4 for special inspection requirements on the type of structure. (Soils, concrete, etn)
stabilization sha# be determined by the engineer and approved by VOOT
V23. Approval of this shall three from the date the letter
Steep Slopes >50% 0 acres 25% 0%
Woodlands 0 acres 25016 0%
involved.
6. Any new utilities that will service this site must be placed
U-1 U)
plan expire (3) years of approval
underground,
z LQ
EROSION & SEDIMENT
CONTROL FEATURES
V24. VDO T Standard CG-12 Curb Ramps shall be installed where Indicated on these plans andlor as specified by VDOT
7, A dumpster will not be used on this site.
(n ct�
CY-C
U,
V25. VOOTStandard Guardrallshall be installed where warranted andlor as proposed on these plans In accordance with VOOT's installation criteria.
+j Z
LIMITS OF CLEARING & GRADING
- — — — — — — — -
FIRE MARSHALL GENERAL NOTES
Final approval of guardrail layout to be given by VDOT after grading is mostly complete,
OWNER SIGNATURE
U �<
LW C2
INLET PROTECTION
I. An inspection by the Fire Marshall�5 office will detennine where curbing must be
Q
LQ
painted yellow.
"No
TRIP GENERATION DATA
X4 A_�� 0a 1 g� 2 /),g
re)
OUTLET PROTECTION
2 Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction.
3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall,
R WA NN HA L E - bate
M;:�
Ln
CHECKDAM
4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited
N
ITE
AM PEAK HOUR
PM PEAK HOUR
ON
f
5. Emergency vehicle access must be provided at all times, Fire hydrants will be always be left unobstructed,
CODE
ITE USE
R
I IN
I OUT
TOTA
IN
I OUT
[T&T—AL
APPROVALS SP # 24-0-9
-I-
DIVERSION DIKE
Dh_
1
852
Convenience Market
I 1,560sf
125,9125.0150,9
127,7128,8
DA TA TA KEN FROM THE 1. T E, MANUA L 7th EDITION
SILT FENCE W1 WIRE SUPPORT
x x x
EROSION AND SEDIMENT CONTROL NOTE
6
Frederick County Zoning Administrator Date
LANDSCAPING NOTES
RIP RAP
Total disturbed area of disturbance is aproximately 4, 100 square feet The curent regulations
requires a Land Disturbance Permit for disturbances greater than 10,000 square feet
1, Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings.
Landscaper must stake and guy a# trees, Stake locations must avoid utilities.
Final Site Plan Approved by Frederick County Planning Department Reviewer Date
DATE: JUNE 11, 2009
SEDIMENT TRAP
2. Trees be healthy free
1. Site Plan approval fmm VOOT will expire three (13) years from the date of the approval letter.
S TOR M WA TER MA NA GEMEN T NO TE
and shrubs shall and of insect eggs, larvae, and disease. The plants shall have ample rootS and be well branched
2. Frederick County Zoning Admialstrator approval expires at five (5) years from the date of site plan appro val,
SCALE: N/A
The planter shall guarantee all plants for one year,
3. The Frederick County Sanitation Authority approval is valid for two years from date of approvaL If construction is not in progress at the end
CONSTRUCTYON ENTRANCE
CE
This developeoint will cause a reduction in impervious area. The runoff /rom a
10-yr is less than two drains into
3, Landscaper sha# use shredded mulch in alf planting beds and around trees, Tags fmm each plant will be provided to the owner.
of this period, Authority approval shall be void,
4, The Frederick County Department of Public Works approval is not enough to begin site development The owner1contractor must obtain a
FILE NO. 0245
storm (2) cfs and an existing stream.
4, Plant substitutions will be allowed with the written approval of the Frederick County Planning Department,
Land Disturbance Permit, if required, and agree to periodic inspections.
5, The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and
SHEET 1 OF 3
approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections.
R7-8 HANDICAP
PARKING S�)
(12' X 1 8 �X�
INTERNATIONAL SYMBOL
OF ACCESSIBIL17-Y
IF REQUIRED
VAN
CCESSIBLE
PENALTY $100-500
TOW -AWAY ZONE
MAY BE PLACED
ON ONE BLANK.
ADJUSTING THE
REQUIRED HEIGHT
TO ACCOMMODA TE
THE ADDITIONAL
LINES
REQUIRED
EFFECTIVE
JUL Y 1, 19,98
PARKING SURFACE CONCRETE WHEEL STOP----" I
HANDICAP PARKING SIGN DETAIL
(Nor TO SCALE)
n
EDGE OF PAVEMENT
81 81
NOTES.,
1. HIC SPA CE MA Y NO T EXCEED A 21-. SL OPE,
2. SIDEWALK ENTRY IS LEVEL WITH PAVEMENT (AT -GRADE.
3 WHITE STRIPING SHOULD BE J" WIDE,
4. HIC SIGNS TO BE SET J' BEHIND EDGE OF PAVEMENT.
Prune codominant leodio4r 00 NOT purne terminal
� i I leader or branch Ups
Prune rubbing _�r
cross branches
Prune narrow crotch
angles & water spouts
—Prune broken branches
Remove togs and lobels—
Prune suckers
Cut away all balling ropes�� 12'�-J' mulch kept
Remove top of wire boske away from trunk
Soil // to
—contowine water
Bockfill soil
Partially bockfill,
water to settle
Widen ondr;;;;� soil, finish
holes in wall backfiffing
Area for water
Remove contakw and �ul drainage (Pipe
r,rcr
4V or tile could
conloinet-grown, or as be Installed)
much bunop as pa5sbk if Leave solid soil pedestal do not
field -grown dig deeper than baH depth
Dig hote 2-3 tirries root ball width
TREE PLANTING DETAIL
(NOT TO SCALE)
491
490
489
488
487
486
485
MISC. VDOT NOTES
1. STOP BARS AND STRIPING MUST BE THERMOPLST7C. SEE NOTES AND DETAILS ON NEXT
SHEET,
2, VDO T FIELD INSPECTOR CAN AND WILL MA KE ADJUSTMENTS IN FIELD AS NEEDED TO THE
LOCA TION OF STOP BARS AND STRIPING.
3. VDOT FIELD INSPECTOR MA Y REDUCE THE AMOUNT OF REPA VING SPECIFIED IN THE
DETAIL WP-2 IF EXISTING ASPHAL T COND177ONS WARRANT IT,
4, ALL PROPOSED CURBING SHOWN IS CG-7, SEE DETAIL ON NEXTSHEET
CLAYA, WHITACRE _Zt .5, ASPHAL TAND BASE STONE MUST BE REMOVED FROM THE ENTRANCE TO BE CLOSED
1 6 CONTRA CTOR WILL COORDINA TE ALL WORK TO BE DONE WITHIN THE VDO T R. 0, W,
27-(A)-74 PRIOR TO PLACING TOPSOIL, SEEDING, AND STRA W,
DB 954, PG 1417
ZONED: RA
USE, AGRICULTURE
±22 ACRES
27-(A)-49
GAEL A. MILLER
#080010448
ZONED: RA 96-
"PIP
USE., AGRICULTURE
130ACRES
$
-( 2 -75
7 A)
LYNDEL E, SELDON,
�v -0 'j
W
X co � ^,.1\\P I
LIVING TRUST
�'.�R. STOP SIGN it ! I
j i #040021742
ZONED: RA
.0
USE. AGRICULTURE
±25 A CRES
0,
1.0
P - "8
00, 0" P,
91
z, +
4
of
'k '41
20' 20'
6/06 Z50
I" E 77,4
059 3�
4" 4, 4,
>6 N79 X
4 01P 01-
4� > GRAPHIC SCALE
0
91
Ix
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7
89 \k
25'R
4�1'
:57
X 'J, +; 41
SIGN 89J
I \ -4,
+ oz-,
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A MONUMENT 01 < - ;�,_ '��v
REPLACE WITH go
SIGN 10'TALL 9
0
- IV
AND 50 SF
891
4
PICNIC TABLES OA
6
EX. DUSK:
t7
41
.4
DA WN LIGHT ! �?i� U
�4
"Xi
;,q
__*
INSTALL,
-0 41 881 LANDSCA�njrb5__
� I <� 88
89 4
4
4
ISLAND
WEL
+
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101po,
< 4&)
88
89
6e? +
-49
86",
FOOT-CANDLE VALUE "0, p,
87-1
FOR OUTSIDE LIGH77NG
Vol
.19 A.
(TYPICA L)
'?, /
N,
N
N"
"2
0+00 0+10 0+20 0+30 0+40 0*50 0+60 0+70 0+80 0+90 1+00
.0 4 SF
INSTALL 275
"SIN,
SHED OF FA VEMEN r
-0
.,,A N 1144�1 k.
J, V,
Y,
_EX.1,0006ALLON
V
y1_1
GREASE TRAP
vA <
2 9.
7-(A)-44
2
7-(A)-46
CHARLES R. &RUTH A. HALE .0 v
DB 335, PG 163
ZONED:RA
USE: A GRICUL TURE CHARLES R, & RUTH A, HALE
DB 335, PG 153 '\\\
U779TYBLDG
ZONED: RA
12-5 ACRES lr7nl[-1 Or7L/r
JF
I �±0.6ACRES
SHED
"a
41
490
489
1*10
487
4-
466
4-
4!
STANDARD 200 WATT CUT-OFF
INSTALL GLARE SHIELD TO PREVENT
OFF -SITE LIGHTING
4 " OF 3000 P51 CONCRETE W1
RBER
4 " OF 21 - 8 COMPACTED TO
95910 DENSIT]Y
5UBGRADE FREE OF ORGANICS
& COMPACTED TO 95% DENSITY
TYPICAL SIDEW4 L K SEC77ON
3 " OF SM-2A
6 " OF 21 -B COMPA CTED TO
95% DENSITY
SUBGRADE FREE OF ORGANICS
& COMPACTED TO 95% DENSITY
TYPICAL LIGHT PA VEMENT SEC77ON FOR
THEPARKINGAREA
LANDSCAPING DATA
Parking Lot Data
Trees
Requirement
Calculation
Per Stalls
1 per 10 Stalls
15110--15
Per Impervious Area
I per 2, 000 sie
9,42212,000 = 4.7
Trees
Symbol
Common Name
Botanical Name
Planting Size
Height or Caliper
Mature
Height
Fall Color
Quantity
or Credit
PC
Pear (Flowering)
Pyrus Calleryana
2 " Caliper
12'-20'
Yello, w
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DATE: 3UNE 11, 2009
SCALE: 1" = 20'
FILE NO. 0245
SHEET 2 OF 3
I ------ 0 1 Ye
A
(Z) Ca
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M1 75 r�t�
V) to
C to
LkLi 30 ". 30" 0
U
I, C)
,J 2B-4 Stop SIV (RI-1)
LLJ STOP signs are intended for use where traffic is required to stop. The
L'i C) Q) STOP sign shall be an octagon with white message and border on a red
�3 background. The standard size shall be 30 x 30 inches. Where greater
(1� C) u) LLJ L6 emphasis or visibility is required, a larger size is recommended.
Z
LLj 1.1- 0
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:Z) I Q�) QL C) C) LLl to
C) 11 (Z) Z LILJ
LL
Nla�. :00� Page b�4.�.3 Lij At a multiway stop intersez-ior )sez 2B-,; - iuDnlemcntar�, plate
Mo." 200� �? (RJ-3) should be mounted iust below eacri STOP sign. If ihe number of
V) approach legs to the interstion is three -it more. the numeral on the -,T,
LZIJ L4) In L43 Q� - _-; t,
Typical Traffic Contral U co Lr) Co (J LJ) J cl� Ict upplementary piate shall ;or. espond to the actual number of- legs, or the
legend ALL
-WAY (RI-4) may be used. The supplementary piaEc shall
Stationary Opel-atioll oil Shoulder J6 ----- -- Q)
J have white letters on a re� backgroun- and shall have a standard �ize of 12 - -Q)
4i
(Figure TTC-4.0)
x 6 inches (RI-3) or 18 x 6 inches (R I—!).
CD rA
am
A STOP sign h-acon or beacons may be us,.--' n onjunction with a
MD sizr. a, described in section 4E-4.
!;::;I I rz=l 11--
FP Secondary messages shall not be used on STOP sign faces.
-V,
0
12. J' 12 OF 2 1 B
2. Si,-n �poewg �Iwutd be 1300 -00" for iiinircd �weess 1dzkw,;%;9. andon all athel- roa_-Iwam VCrIes
12. 0' 0,
w1wre rhepoyt(4 3peedlimil iygrealt - than 4�.wph, and350-500'iihery is 45 wph
L
01,grea"cr.
0 1
Standard: 2'- 7"(CG-
�,.A TE I A, I:f;r 7):� ROADSIDE SIGN
-lizing dc%lce spacing, �htlll be lit the following:
3. Chanus: RURAL DISTRICT
posted.speed filiph) t b 1
Location (1-35 36- 1,
707 7F
I ramition Splicing HA LF- TYPIC4 SEC77ON A 7ENTRANCE ONTO ROUTE 50
diniMuM W
1 rdvell�uy spacinp 40' 811,
4, 1 tic buffer space lcioh shall be ns, shomi iss'lable 61:14 for the posted ,�pecd lbuit,
S "A F A`
S. Cone 1 aper Length
Specd
Lcagth
Linlit I'ane Width in Feet
NIFITT 16 11 12 R1 -1
JA
25 105 Ill-, 125 �Li� 2005
7
30 150 165 ISO U) ca
35 205 225 245
TYPICAL TRAFFIC CONTROL YHNOP :;R0SSR'_,.: 06
40 2?0 2" 3zil
45 450 495 640 (Shoulder Taper 113L Alialinuiu) Signing For Project Limits 0 In
50 500 550 600 (Figuiv TTC-36.0) -1 1-4
WP_2 X
C3
55 550 605 6611 5
60 600 660 770 1&
65 650 715 7811 ze
6. A shadow -vehicic with either an amow board operating in the cilutioil inode. 01, at least one llivb- mottriNI, dicy UC Oilni:ILZ alldexitill"a A
V011%114 xx STREET APPROACH SAME SURFACING GENERAL NOTES
intensit - 1.11t4ting, oscillating, or strobe lightshall br parked 50'400' In advaner uf the III rmt (RADUS TO BE AS U.J C AS MAINLINE ROADWAY (SEE NOTE 3)
emm jr�;a TtLs la�-kvt;ilw jpDl:�� to nuda-lacc iricWing litnitcd acvs� hi,,liways.
ambel
SHOWN ON PLANS) V)
siork cre%v. Standard: ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3
-If �-- W. (RADIUS TO BE AS
wilts . . ... ..... ...... - - - - - - OR CG-7 THE CURB FACE ON THIS STANDARD IS TO
5 2. fhe "R(1LI) k;-\I)IER C0NS1KUCl'lI.)N" Ogn �hafl be placed 2000'+ trom she project Ruth, or 5w)' BE
Ovtion. i �!. , '. . 4 - + Prior to Auy other Sign, - 7 SHOWN ON PLANS) ADJU9TED TO MATCH THE MMWA13LE CUR13
- ol'60 minulcs oz Lss all sitms anci channcli/icg dzviccs may b�; �Jitrina QJ i I' EDGE OF EXISiNG PAVEMENT
7. FprNhorL-duk4tior, op�xjtions CG-2 OR CG-6 CONFIGURATION.
(SEE NOTE 1) L - - - -
(AS DETERMINED IN FIELD)
rormir.f, nscilllt-,110. Or ;tmhe li�,Iltq is me�!.
.1111bel
is
2. SEE STANDARD CG-12 FOR CM RAMP DESIGN TO BE
Vijiicic ha/ar-J warrino sigpials, May b�: IJS,:� 10.SL1Pr1Ik:Incn1 high
-inxn,,qy.,7IaIjy, ILANhmg, of uncham -C d rx:eled SIDEWALK USED WITH THIS STANDARD.
!cil ditrim, he pro:co, Ow"ROAD UNDI R CONS-1 R1 �C I I0\,iL!n may dunin;t� 11 P-, i
DigriQj kliric kr1,u6:&:L TACK COAT THE PROPOSED
SHOW" 0" P'
SIDEWALK
CONSTRUCTION JOINT (SEE
'taudord: PROPOSED ASPHALT LAYERS N T
EXISTING ASPHALT LAYERS 0 5) P V
NOTE 5) OPTIONAL UNPAVED SPACE
N �7 3, MAINLINE PAVEMENT SHALL BC CONSTRUCTED TO THE
-aty Iraffic coutrul zoue, additional Is nfr 4, On ioadwirv-s haviu- ft wediou v0der dmis $'Jeft and tight sign assruktoll" shot] be requited, FLOW LINE
9. When a SidV r0ad hi(ti-SVVIS dIV %%iltiiu IhV lenipm r_ REOUIRED FOR MAINLINE PAVEMENT WHICH CAN BE
.1 - Ln R/W LINE (EXCEPT ANY SUBGRADE STABLIZATK)N
control devicessbill be placed as, needed, I ION
5 EXISTING SUBBASE PROPOSED SUBBASE EXPANSION OMITTED IN THE ENTRANCE.)
JOINT VI EXPANSION
t t
01111(mv JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER En
- - - - - - - - - - - - - - - - - - - - - - - - - - - r SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE z
T NOTE; WIDTH "B" 21-0" OR AS 40 MAINLINIE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. 0
Slationaly Operation oil Shoulder syswlas, IN" N 1" 111.1%, be ve4 COMPACTED SUBGRADE SHOWN ON TYPICAL SECTION- A
(Figure TTC-4,O) t
ULI
Mx, 10:11" AuV2,M), N�5,y2o�o.,, P,v.QSH-7 CONSTRUCTION JOINT DETAIL PLAN VIEW ENTRANCE NOTES
V)
5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE z
TYPICAL TRAFFIC CONTROL REMOVE EXISTiNG ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK I_�
't'lagging Operatioll Ott I wo-Lunt, Roolf MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 0 F-
PROPOSED MINIMUM 1 Vz INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) 10'PARABOLIC CURVE (ENTRANCE ONLY� z 0
(Figure TTC -1 8A) WITHIN THE LIMITS OF THE RADII SHOULD BE
6(,'� 2-1- X MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS a z MAX. D INCREASED TO 7". (SEE CG-13) < a
�1= EDGE OF PAVEMENT OR I > U3
AS DETERMINED BY CORES tSEE NOTE 3) OPTIONAL FLOW LINE-->-* ISLOPE CHANGE 19 S. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW
- - - - - - - b (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS U
b4 Z U.J 0
NOTE 7) THE ENTRANCE,
MAINLINE ROADWAY 0. <
1. �houhllle 500%800 dian 45mp", iv�� 350% z
0 it 8X MAX. D
0 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES z z
500' where itle C, SLOPE CHANG "0" ARE LISTED IN THE ALLOWABLE ENTRANCE. GRADE
NOTES: :5 0
2. D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET 0
CONNECTIONS. (D
4 1 51 MIN14 20'MINIMUM FOR z
""i.wance 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENCINEER.
elleh%-A, pq
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPIKS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. INTERSECTION NOTES C) U) P
SU85URFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
71 8. WHEN CO-11 IS USED FOR STREET CONNECTIONS, THE > < (D
3. \Vliciv Ki&I-of-0,lay or f;�,;uiimrk "mkit:ons acvent lh,� itw of 48"x 48'" ijais, x 36" swns may±��, 3, A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXIST�NG CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH u n
C) ce
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
AASHTO POLICY AND THE APPLICABLE REOUREMENTS
S audard; OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING U.J fL 0�
1, 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A M1141MUM DEPTH OF 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE SECTION A A Lf) a- r C)
4. Flagging slatimi., shall be located fat, enough in advance A the work zoue to permit approaching PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENCINEER. SIGHT DSTANCE AND K VALUE REQUIREMENTS.
> (J) LL 0
11-affiv. (o reduce 5peed HII&Or stup before passing the �loik zone an(] allots sufficient distance fit- 9. OPTIONAL FLOWLIINE MAY REQUIRE WARPING OF A UJ z
a 5. THE ENGINEER WAY REQUIRE THE MR.LING DEPTH OF THIF EXISTING PAVEMENT TO BE ADJUSTED TO ACHEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE _J R
delml-litig traffic in the left Line to return to the right lane before reaching opposing traffic (see Toble 0 -- PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE C� -1� 5
AND EFFECTIVE SURFACE DRAINAGE. ACROSS THE INTERSECTION.
611-4.0 on page 611-4). 5- 0
6, EXISTING PAVEMENT MARKINGS AND MARKERS ,,THIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE EN INE R, 2"
x
5. All flagges-, ,,hall be state certified and have their ctilification card III their po%scs.Mon wheii ;, - 11
7, FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT
ALL JOINTS
10111thig flaggilig duricS. (SreScrtion 6T.6 I, Qualifiraflotis fat' FISIAgers) ALLOWABLE ENTRANCE GRADE CHANGES LU W
pow
AT TIE-IN LOCATIONS SHAII RE TFI,fff) LIqING A `ID FOOT !,7RAICHTFWF IN A('r1f)PI)Awrr WITR THF PrnInPrk4FNTq nW ZPf11InKi xi,�n7i�itir Twt� __J
Location S11-1 Onilb)
i�)35 36+
0
SPECIFICATIONS.
CLASS A3 A I;, - ,:. , �, - �- , � r
ENTRANCE VOLUME
GRADE CHANGE
U.J
Of
UJ
13�
DESIRABLE
MAXIMUM
I ransitioll Splicing 201 411'
CONCRETE
C',
C"111
HIGH
MORE THAN 1500 VPD
Ox
3%
I ravelway Spacing 40' 8W
MEDIUM
500-1500 VPD
-13 Y
6%
_c
LOW
I LESS THAN .500 VPD
6 Z
7, A Nhadm, irlaich! ;iilh mf lea -A title llil-,h inleflsil% lo(nli"L. lisvilladup. or atubrrstrube IiLhl AsHif be
0
11 SECTION C-C
. 0
purked 5-W-10Win ad%iince ofthe firstil'ork crew.
NO1`Ev ALLOWABLE ENTRANCE GRADE TABLE IS NOT
Opjott:
APPLICABLE TO STREET CONNECTIONS
8, A �mylcmctrn; fnr,�Igt nw�v hC rCOIifyd �11 thil ltef,� To 1-1W Idvnllc,� wn .11mr, ot, the 01�,Ialinll llli�0� !n: a
Z XvDar SPEOFtCATION SPECIFICATION \VDOT
sIoN.. ing Upm-L nelling miffic prior to reaching re P4�gger stt.ion or guctled Irliffic. REFERENCE REFERENCE
ROAD AND BRIDGE STANDARDS PAVEMENT WIDENING METHOD OF TREATMENT
ROAD AND BRIDGE STAWARDS
9. It 1114' queve q/ infIfir I ew-hesi'u, "BE PREPARff) TOST01" sigw, then the be reildpwed fit
SHEET 1 OF I REVI N DATE 315 5Q2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I OF I
c;varer disti;-;iCei. _T 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT Or TRANSPORTATION 203.04
x
�Iu: ione OeAmllw inigiti dw laghv V 1w kli! prude V, fmsing� the lw;fwry
PM-3 CG-7
if �Iie- ewnln); 74mi, sli'm!'I h(- arl.7ldedso Aull lhi- due
fi� ll! e 11 C -39.0,fol addilionai w0swigs!
�itnndm d: d
NOTES:
I I.At night, Iluggerstations Shull 61! jlluaiinated� except in enlergencle.N. TURN LANE ARROWS SKIPS
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
THRU LANES1USE ID'SKtPS/301SPA0NG.
TURN ARROWS REOUIRED IN ACCORDANCE WITH
12. Coac5 mav �klwli tiong -,i Pilot whick; O'crotion kir kkiluil uIc wtal 1(yihy,1v width is 20 feel-2- THE FOLLOWING� UNLESS OTHERWISE DIRECTED BY TRANSITIONS MORE THAN 100'; USE MINISKIPS 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE,
(2' SKIPS/ 4'SPACING). 4000 PSI IF PRECAST.
THE ENGINEER. QUI
SEE 0-t C
__7 3. COMBINATICPN CURB & GUTTER HAVING A RADIUS
I F,--.- low-volum, �lintivikxls with �Iltny wok zolm on stroipJ)i whviv, the Ilag,_,cr i., vimblc to wad 4, TRANSITIONS 100'OR LESS: 00 NOT USE SKIPS.
1:,ers 31'.pmachiI14 fi-0111 bLyh dilectioo.s. a Nitiple 110siii'llied To b- -.�Mble to Tnzd 11"ers,11)1�1,0achijut TURN LANE LENGTH OF 300 FECT OR LESS (ALONG FACE OF CURB) SHALL
BE PAID FOR AS RADIAL COMBINATION CURB &
l4qu bolli 1 ARROW LOCATED AT BEGINNING OF FULL WIDTH TURN LANE.
-�LJ Oix: Chai a 6E), ci�
30TOR LONGER: 3 ARROWS I ARROW LOCATED AT MIDPOINT OF FULL WIDTH TURN LANE. GUTTER.
ce,
F&Wing Operation Oil Two�Laire Road SignJng Par Awjecl Linifts 1 ARROW LOCATED 50'BACK FROM STOP BAR OR END 4. FOR USE WITH STABILIZED OPEN-CRADED 1�,
OF LANE LINE. lz I
0) (FIgure TTC-36.0). DRAINAGE LAYTETR�RTHE BOTTOM OF THE ri
1 ARROW LOCATED AT BEGINNING OF FULL WIDTH TURN LANE. CURB AND CU S8&L BE CONSTRUCTED 4"
300- OR LESS: 2 ARROWS I ARROW LOCATED SO'BACK FROM STOP BAR OR END PARALLEL TO THE SLOPE OF SUBBASE *J
OF LANE LINE. COURSES AND TO THE DEPTH OF THE Q
4Zx �J
PAVEMENT. cK
Section 213.04 STOP Sign (RI-1) 2'WH7E SXIP LINE 5. ALLOWABLE CRITERIA FOR THE USE OF CO-7 IS BASED LC
STOP SOLID YELLOW :R
Standard: When a sign is used to indicate that traffic is always required to stop, a STOP (RI-1) sign (see Figure 2B-1) shall be used. The STOP sign shall be anoctagonwith a white legend andborderon a redbackground. Secondary legends LINE AT THE: BEGINNING 4'SPACING ON ROADWAY CLASSIFICATION AND DESIGN SPEED
AS SHOW14 IN APPENDIX A OF THE VDOT ROAD DESIGN l.Z
shall not be used on STOP sign faces. If appropriate, a supplemental plaque (RI-3 or 111-4) shall be used to display a secondary legend. Such plaques (see Figure 2B-1) shall have a white legend and border on a red background. Ifthe number 10'WHITE SKIP LINE OF THE RAI) MANUAL IN THE SECTION ON URBAN GS STANDARDS. En z
30'SPACJNG &SOLID WHITE -LINE
-olled by STOP signs. At intersections where all approaches
of approach legs controlled by STOP signs at an intersectionis three or more, the numeral on the supplemental plaque, if used, shall correspond to the actual number oflegs conti 4 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING
are controlled by STOP signs'(see Section 2B.07), a supplemental plaque (RI-3 or R14) shall be mounted below each STOP sign. UNLh55 QlHtKWIbF_ BARRIER CURB,THIE TRANSITION IS TO SE,MADE WITHIN Q)
BY THE ENGINEER. IO'OR TH IN STANDARDS CAN BE MADE AT
M
Option:The ALL WAY (RI-4) supplemental plaque may be used instead of the 4-WAY (RI -3) supplemental plaque. REGULAR WNIN
Support:The design and application of Stop Beacons are described in Section 4K.05.
7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS U4
All STOP signs must be 30"00" in the Edinburg residency. no USEO,`THE STANDARD ENTRANCE GUTTERS OR STANDARD LLj
I _Q
- - - - - - - CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE LU
Sol, THE MOUNTABLE CURB CONFIGURATION INCORPORATED.
Section 213.06 STOP Sign Placement Q UJ (Y) (i Lt.
2"11 11K
Standard: The STOP sign shall be installed on the right side of the approach to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted, a Stop Ahead sign (see Section 2C.29) shall be rn CO
installed in advance ofthe STOP sign. The STOP sign shall be located as close as practical to the intersection it regulates, while optimizing its visibility to the road user it is intended to regulate. STOP signs and YIELD signs shall not be \\�BOTTOM OF ARROW AT BEGINNING L6
OF FULL WIDTH TURN LAW. z
Guidance: Other than a DO N 7
mounted on the same post.
OT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign.
Support: Section 2A. 16 contains additional information about separate and combined mounting ofother signs with STOP signs. NO EDGE LINE REQUIRED WHERE CURB AND
GUTTERS ARE PRESENT UNLESS INDICATED
Guidance: Stop lines, when used to supplement a STOP sign, should be located at the point where the road user should stop (see Section 3B. 16). If only one STOP sign is installed on an approach, the STOP sign should not be placed on the far side ofthe BY THE ENGINEER.
z
intersection. Where two roads intersect at an acute angle, the STOP sign should be positioned at an angle, or shielded, so that the legend is out of view of traffic to which it does not apply. Wherethere isa marked crosswalk at the intersection, the STOP DETAIL FOR LOCATION OF A A A
sign should be installed in advance of the crosswalk line nearest to the approaching traffic.
EDGE LINES ON CURB SECTIONS Notes:
OF ROADWAY (NO GUTTER)
STOP'SARS. IF REQUIRED BY THE ENGINEER, SHALL
Section 313.16 Stop and Yield Lines BE A MINIMUM OF 41 IN ADVANCE OF THE CROSSWALK. - - - - - - - - - - - - - THE BOTTOM OF THE CURB AND
Standard: If used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or required t o be made. If used, yield lines (see Figure 3B-I 4) shall consist of a row of solid white 41 4" MARKING STOP OARS SHALL BE 24W WIDTH. GUTTER MAY BE CONSTRUCTED
f ARROWS SHALL BE IN ACCORDANCE WITH THE MUTCO, r 2'-0" PARALLEL TO THE SLOPE OF
isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is intended or required to be made. THIS AREAMAY BECONCRETE K SUBBASE COURSES PROVIDED A
SPACING BETWEEN DOUBLE SOLID YELLOW LINES THE OPTION OF THE CONTRACTOR
Stop lines should be 24 inches wide and white thermoplastic. SHALL BE 4". WIN. DEPTH OF 7" IS MAINTAINED
Guidance: Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP (RI-1) sign, traffic control signal, or some other traffic control device, except YIELD signs. The individual triangles NO EDGE LINE REQUIRED WHERE CURB AND
GUTTERS ARE PRESENT UNLESS INDICATED BY
comprising the yield line should have a base of 300 to 600 mm (12 to 24 in) wide and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 Turn (3 to 12 in). all THE ENGINEER. DATE: June 11, 2009
QR�ffi: Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD (RI-2) sign or a Yield Here to Pedestrians (RI-5 orRI-5a) sign. 4.1
Guidance: If used, stop and yield lines should be placed a minimum of 1.2 m (4 ft) in advance of the nearest crosswalk line at controlled intersections, except for yield lines at roundabout intersections as provided for in Section 3B.24 and at midblock SCALE: n/a
crosswalks. In the absence of a marked crosswalk, the stop line or yield line should be placed at the desired stopping or yielding point, but should be placed no more than 9 m (30 ft) nor less than 1 .2 m (4 ft) from the nearest edge ofthe intersecting traveled
Nvay. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk, yield lines should be placed adjacent to the Yield Here to Pedestrians sign located 6.1 to 15 m (20 to SPECIFICATION
50 ft) in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield line and the crosswalk (see Figure 313-15). Stop lines at midblock signalized locations should be placed at least 12 In (40 ft) in advance ofthe REFERENCE %%VDOT NV.D= SPECIFICATION FILE NO. 0245
nearest signal indication (see Section 4D. 15). TYPICAL PAVEMENT MARKING ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS COMBINATION 4" CURB AND GUTTER REFERENCE
Support: Drivers who yield too close to crosswalks on multi -lane approaches place pedestrians at risk by blocking other drivers'views ofpedestrians. 704 UNSIGNALIZED INTERSECTIONS REVISION DATE SHEET I Or I SHEET I OF NDATE 105 SHEET 3 OF 3
VIRGINIA DEPARTMENT OF TRANSPORTATION 13,30-30 201.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 5 2 1