Chapter 7 Flex Plates · Road Design Manual based. on. urban road criteria and a 40 mph design...

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Right-of-way width(See Note 8)

Pavement width (See Notes 4, 5 and 6)Shoulder(SeeNotes4, 5and 12)

Shoulder(SeeNotes4, 5and 12)

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2

4I Ditchwidthvaries (SeeNote 13)

Ditchwidthvaries (SeeNote 13)

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2 <DPoint of finish grade <D<D 5/8” ;i’1/4”:1'Q)U1 >xmvi 11.rs! M

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•i 11 oCut or-'Fill Slope2:1 Max.

11 o— - 1’ i’SubbaseCut orFill Slope2:1 Max.

L Stabilize shoulderwith 4” of aggregatebase (both sides)

L Sidewalk(See NoteLimits of Subbase Hii) *<NOTES

1) This typical section may be used in subdivisions in which the average lot size is 18,000 sf or greater on streets that have an ADTup to 5499.For streets with projected traffic volumes over 8000 ADT, or serving heavy commercial or industrial traffic, the street shall must bedesigned in accordance with the current VD0T Road Design Manual. Pedestrian facilities shall must be provided in accordance withSeetion Chapter 8 of the Public Facilities Manual.Distances between features, and distances between features and right-of-way line shall must be in accordance with the currentAppendix B of the VD0T Road Design Manual. VD0T will accept sidewalk, which is a minimum of 1 foot from the right-of-way line.For streets with an ADT of 4000 or less; design speed, sight distance, centerline radius, pavement width (except as set forth in Note6), shoulder width, grade, K values for sag and crest, and clear zone shall must be in accordance with the current Appendix B ofthe VD0T Road Design Manual.For streets with an ADT between 4001 and 5499, sight distance, centerline radius, shoulder width, grade, K values for sag and crestand clear zone shall must be in accordance with the current VD0T Road Design Manual based on urban road criteria and a 40 mphdesign speed. The minimum pavement width shall must be 24 feet.The pavement width for one-way streets shall must be a minimum of 18 feet.Streets with ADTs greater than 4000 shall must be superelevated in accordance with the Virginia VDOT Road Design Manual.The required right-of-way width shaft-must be based on containing the features to be maintained by VDOT within the right-of-wayin accordance with the current VDOT Road Design Manual.Surface, base and subbase designs shall must be predicated upon a subgrade CBR of 10 or greater and shall must be designed inaccordance with the current VDOT Pavement Design Guide for Subdivision and Secondary Roads in Virginia.

10) Grades of relatively short length (up to 295*), which are on a street with a projected traffic volume up to 400 ADT, may beincreased by 50% of the value upon approval by the Director and VDOT.

11) Sidewalk shall must be provided in accordance with Section 8-0100 et seq. of the Public Facilities Manual and shall must meet thestandards set forth in the current Appendix B of the VDOT Road Design Manual. Sidewalk cross slope, including passing areas (full5-foot width) and driveway crossings (3-foot width), should not exceed 2%. The sidewalk shaft— must be a minimum of 7* from theedge of the shoulder, if no physical barrier is provided. Sidewalks along ditch section streets shall must be in accordance with thecurrent Appendix B of the VDOT Road Design Manual, on compacted subgrade, and include underdrains in accordance with VDOTUD-3. Careful consideration shall must be given to drainage and sidewalk/street intersections early in the design.

12) Underdrains and combination underdrains shall must be provided in accordance with the current VDOT Road and Bridge standards.Underdrains are required on streets with an ADT of 1000 or greater. The section of the shoulder over the underdrain shaft— must bepaved.

13) The ditch details (e.g. width, depth, and slope) shall must be determined in accordance with Section Chapter 6 of the PublicFacilities Manual and Appendix B of the VDOT Road Design Manual. Ditches may not be required on fill sections with no sidewalk, ifadequate drainage facilities are located out of the right-of-way. The width of the ditch must be considered when determining theappropriate right-of-way width.

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Right-of-way width (See Note 7 )2

Width of Street (See Notes 4 and 5} coCO

>SeeNote

0303•-J 2 limits of Asphalt surfaceM* oSeeNote

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^Point of Finished Grade

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Curb andGutter^ o g

11 — 111- - oTF O OXConcrete— 'SidewalkSee Note 11

oBase Course Top Course AsphaltConcrete Surface

CO 00S3 Subbase dUnderdrainSee Note 12oH

> Limits of SubbaseHoo od NOTESd» C Hd1) This typical section may be used in subdivisions in which the average lot size is less than 18,000 sf on streets that

have an ADT up to 5499.For streets with projected traffic volumes over 8000 ADT, or serving heavy commercial or industrial traffic, the streetafaaH— must be designed in accordance with the current VD0T Road Design Manual. Pedestrian facilities shall— must beprovided in accordance with Section Chapter 8 of the Public Facilities Manual.Distances between features, and distances between features and the right-of-way line shaH— must be in accordance withthe current Appendix B of the VD0T Road Design Manual. VD0T will accept sidewalk, which is a minimum of 1 foot fromthe right-of-way line.For streets with an ADT of 4000 or less; design speed, sight distance, centerline radius, street width from face of curbto face of curb, grade, K values for sag and crest, and clear zone shaH— must be in accordance with the currentAppendix B of the VD0T Road Design Manual.For streets with an ADT between 4001 and 5499; sight distance, centerline radius, grade, K values for sag and crest,and clear zone shaH— must be in accordance with the current VDOT Road Design Manual based on urban road criteriaand a 40 mph design speed. The minimum street width from face of curb to face of curb shaH— must be 40 feet.Streets with an ADT greater than 4000 shaH— must be superelevated in accordance with VD0T Road Design Manual.The required right-of-way width shaH— must be based on containing the features to be maintained by VD0T within theright-of-way in accordance with the current VD0T Road Design Manual.Grades of relatively short length (up to 295 feet), which are on a street with a projected traffic volume up to 400 ADT,may be increased by 50% of the value upon approval by the Director and VDOT.Surface, base and subbase designs shaH— must be predicated upon a subgrade CBR of 10 or greater and shaH— must bedesigned in accordance with the current VDOT Pavement Design Guide for Subdivision and Secondary Roads in Virginia.

10) Stone base or subbase material shaH— must extend under the curb and gutter a minimum distance of 18” from the faceof curb. The stone thickness under the curb and gutter shaH— must be the pavement depth in excess of the 7” depth ofthe gutter face but no less than 4” .

11) Sidewalk shaH— must be provided in accordance with Section 8-0100 et seq. of the Public Facilities Manual and shallmust meet the standards set forth in the current Appendix B of the VDOT Road Design Manual. Sidewalk cross slope,including passing areas (full 5-foot width) and driveway crossings (3-foot width) should not exceed 2%.

12) Underdrains and combination underdrains shaH— must be provided in accordance with the current VDOT Road and BridgeStandards. Underdrains are required on streets with an ADT of 1000 or greater.

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1,Right-of-way width (See Note 3)

16*P PSeeNote

Limits ofAsphalt surface— Limits of

Asphalt surfaceStandardmedian

curb

See z>Note QJ5*5*© 7 -+->7HH ° >f® -<! ( 53 • $'

OPoint of finished grade

1/4”: r Slope>Point of finished grade

1/4”:1’ Slope1/4” :1’Slope

1/4”:1* Slope l/4”:l*

Slope© ©/2. to ^5 ° i:

il© © aw COn n~~~rrTT I-

I HI-— -I TTT3V- — — TT I I I I rt7 Standard

Curb Sc Gutter-| M- • 11 Xin^ HO >

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Subbase— 18” (typ.)Base course Top course asphalt

concrete surfaceStandardSidewalk(See Note 7)

oUnderdrainSee Note 9 oLimits of subbase d

R/W (ft.)(See Note

P (ft.)(face of curb toface of curb)

HADT3)

275500 to 8000 92 TJK| dGENERAL NOTES AND FOOTNOTES

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tdi ) Street afaaB— must be superelevated in accordance with Standard TC-5 of VD0T Road and Bridge Standards. td

o2) Sight distance, centerline radius, clear zone, grade, K values for sag and crest, distance between features, anddistance between features and right-of-way line afaaB— must be in accordance with the current VD0T Road DesignManual based on urban road criteria and a 45 mph design speed.tdO

>SJ ra3 M O

3) The right-of-way width shown is based on the features shown, which are to be maintained by VD0T. If additionalfeatures such as guard rail are required, the right-of-way width may change and afaaB— must accommodate allfeatures, which are to be maintained by VD0T, in accordance with the current VD0T Road Design Manual.

otdHH 4) Surface, base and subbase designs afaaB— must be predicated upon a subgrade CBR of 10 or greater and afaaB— must

be designed in accordance with current VD0T Pavement Design Guide for Subdivision and Secondary Roads inVirginia.Stone subbase material afaaB— must extend under the curb and gutter a minimum distance of 18” from the face ofcurb. The stone thickness under the curb and gutter ahaH— must be the pavement depth in excess of the 7” depthof the gutter face but no less than 4” .12*-wide left turn lanes afaaB— must be provided at all median crossovers. Any portion of the raised median thatbecomes less than 6’ wide ahaH— must be constructed in concrete.

om 2 in5)

T>£ >00 H 2I 6) e!-N] Z >O tr17) Sidewalk ahaH— must be provided in accordance with Section 8-0100 et seq. Width of sidewalk and distance between

sidewalk and the right-of-way line ahaH— must be in accordance with the current Appendix B of the the VD0T RoadDesign Manual. VD0T will accept sidewalk, which is a minimum of 1 foot from the right-of-way line.H C/2

Hin 8) Streets with an ADT in excess of 4000 ADT afaaB— must be designed in accordance with VD0T Road Design Manual.i zto 9) Underdrains and combination underdrains afaaB— must be provided in accordance with the current VD0T Road andBridge Standards.O

FAIRFAX COUNTY PUBLIC FACILITIES MANUAL

Easement width (EW)*Pavement width (PW) 2 1/2 PARKING

BOTHSIDES

PARKING PARKING PARKINGBOTHSIDES

NO NO ONE ONEPARKING PARKING SIDESIDE

ftft ft ft ft ftNO SIDEWALKS24 30 30 36 36PW 26

Easement width (EV)42EW 30 3632 36 42Pavement width (PW) 4’ 1 1/2

N/A N/A N/A32EW 38 44CG-3

ABUTTING SIDEWALK - 1 SIDE EW 36 40 4034 46 46

EW 38 40 44 50 5044Easement width (EV)

Pavement width (PW) 2’ 4’ 2’N/A N/A N/A4438 50EW

* Generations less than 250 TPDGRASS STRIP - SIDEWALK 1 SIDE

Easement width (EW)Pavement width (PW) 4’ 1 1/ 2*

CG-3ABUTTING SIDEWALK - 1 SIDE

GRASS STRIP - SIDEWALK 1 SIDE

Easement width (EW)

-1/2’Pavement width (PW) 4’2’

GRASS STRIP SIDEWALK - 2 SIDES

NOTES:1. For pavement section, see Section 7-0402 7-0502.2. Trails shaH— must be in separate easements when provided.3. Optional curb and gutter standards CG-6, CG-6R, CG-7, and CG-7R. Curb cut, driveway and storm structure transition

details will be provided when CG-7 and CG-7R are used.4. For single family detached condominium, single family detached (only in those zoning districts where permitted),

patios and garden courts with 5 or less lots, geometries of street may conform to pipestem lot standards. Methodsand details for providing adequate turnarounds sfaaH— must be as required by the Director.

5. Sidewalks and trails shatt-must_be provided in accordance with Section Chapter 8-0000 et seq.6. For all entrances, a 3/4” lip shaH— must be maintained across the frontage of the driveway at the gutter pan.

Ref. Sec. 7-0101.2,7-0103, 7-0105.1,7 — 0306.6B. 7— 0402.2A PRIVATE STREETS

TOWNHOUSE, PATIO,GARDEN COURT, ETC.

PLATE NO. STD. NO.7 0406.7B, 7 0502.1A

4-7 TS-5ARev. 1-00, 2011 Reprint*2018 Reprint


3* 4’ 20* (24* at Intersection) 5*

^7 lM’ Surface4” 'A’ 4” :1’ l ”:1’Slope

1/4**:1*Slope -L?** Slope BaslopeSloPe

rrr=—T-TT"' I TIT ITTnr ITT

I I I I I i i i i i i i I I I- "' ISubgrade

Min. C/L Esmt. Width(centered onrd.) (ft.)

Max.Grade

PavementWidth (P)

(ft. )

SpeedLimit MPH

Min. Sight Dist. (ft.)ADT Type ofTerrain % Stopping Intersection

150-250 Rolling 9* 155 30***125 200 20

This standard section is applicable to subdivisions which are approved for R-C cluster development.This standard section is required on private streets in R-C cluster developments. This standard is notrequired for private streets in a 5— acre subdivision, not subject to the Subdivision Ordinance.Base course is based on a subgrade CBR value of 10. Where CBR is less than 10, 1** of base materialshall must be added for each point below CBR 10. Where CBR is more than 10, subbase may bereduced 1** for each 5 points above CBR-10. All special designs are subject to the approval of theDirector.A 6” Aggregate Base Course, Type I or II is required. The surface course shall must be prime coat anddouble seal surface treatment or prime coat and 100 LB/SY bituminous concrete, Type SM-9.5A.The construction must be inspected by the County.All materials and construction of this design shall must conform to the current VDOT Road and BridgeSpecifications and VDOT Road and Bridge Standards.* Max. % of grade may be increased to 15% for relatively short lengths with the approval of theDirector. Pavement widths shall must be increased to 24* at intersection locations.

** Slope may be increased to 1 1/2: 1 for heights not exceeding 10*, subject to approval of Director.*** See Section 7-0101.3 for easement widths to adjoining properties that are landlocked.

Ref. Sec. 2-0102.3, 7-0101,7-0101.2, 7-0105.1,7—0304.5A. 7-0305.3.7—0306.6B 7-0404.6A,7-0405.3, 7-0406.7B

STANDARD TYPICAL SECTIONR-C CLUSTER

SUBDIVISION STREETS

PLATE NO. STD. NO.

TS-765-7Rev. 1-00. 11-05, 2-06,4-07, 2011 Reprint. 2018Reprint

FAIRFAX COUNTY PUBLIC FACILITIES MANUALMatch street section distancefrom face of curb or edge ofpavement to R.O.W. or property lineor as approved by the Director*

Variesco

PT 77CM

WidthVaries o< & CM1PC

& coVaries

Property Line (public)or easement line (private)

CUL-DE-SACPUBLIC OR PRIVATE STREET TURNAROUND

O'9.P*

9, 0>EasementLine to \*

mO'

W\9• \ P»

CO * CO

77CM>COo / CMw i

COCO

»>Y”PRIVATE STREET TURNAROUND

^Dimension varies to fitindividual plan - 60* desirable

NOTES:1. Turnarounds shall must be provided at the end of all public streets, both permanent and temporary

except those streets covered by the stub street criteria.2. Construction methods shall must conform to the Typical Street Standards as presented in this PFM.3. Temporary turnarounds at tends of streets to be extended at some future date:

a. Geometries shall must conform to cul-de— sac standard.b. Typical section shall must conform to TS-1 or TS-2 Standard for subbase and base

requirements. The surface shall must be temporary 2-shot treatment.4. Sidewalks, when required on cul-de-sac streets, shall must be provided within the right-of-way and

extend around the cul-de-sac to a point which is at least one-half of the distance between the PCand PT of the cul-de-sac. At the point at which the sidewalk terminates standard CG-12 shall mustbe provided.

5. Sidewalk shall must be provided in accordance with Section 8— 0100 et seq.

Ref. Sec. 7-0101.2,7-0103, 7 0406.7B,7-0105.1, 7— 0306.6B.7-0702.1 7 0902.1Rev. 1-00, 11-05,2011 Reprint. 2018Reprint

PLATE NO. STD. NO.TYPICAL STANDARD FORCUL-DE-SAC AND ” Y”

TURNAROUND ?6 — 7 TU-1

FAIRFAX COUNTY PUBLIC FACILITIES MANUAL* The depth of curb may be reduced

as much as 3” (15” depth)or increased as much as 3”(21” depth) in order that thebottom of curb will coincide withthe top of a course of the pavementsubstructure. Otherwise the depthis to be 18” as shown.

24”

( S A<6”See Note A 6” 1/2”- i R . 2 - R 4”4 < .lw;l* Slope 13”

<• 4 < T— T•A< • A .44 ••< A A.< 8. 4« '4. "' I4 -CO 2” R< .. <A . . ' A . <A < <A7” < 4 A A• 4 •

. A AA< ; A 1• < Surface'4< < *A A 8< 4 CO• A ". A6”2’— 0”Base

<CG-6RREVERSED CURB & GUTTER(ONLY TO BE USED ONPARKING LOTS)

44 ..

<

- - - - X\ Class A3

ConcreteSubbase

4”2” radius will be allowedwith curb and gutter.2” R CG-2

MEDIAN CURBClass A3 ConcreteJJco A **hHA

Slope4 ' . 2” RA

aci T-LUTTM3 --"?4• < JJW =1 <A ’ 4 <r .

A ' A 64 • .4 '< . 4' < 4 •4 <g a s-s sj. t. 4 < A<$ < Surface. <4 ' - 4 A .ssA : A' < co: A*7 ==-l I I— I I'H-lTSTI Base< .•I 11 I 1 1— — 1 1 1- .i 1 1

2’-0CG— 6 Subbase

[6”STANDARD CURB & GUTTER The bottom of the curb and

gutter may be constructedparallel to the slope of subsurface courses provided amin. depth of 7” ismaintained.

12”

ACCEPTABLE ALTERNATIVE TO CG-2IF CURB IS EXTRUDED

Club and gutter may be extruded at the optionof the contractor and approval of the inspector.1”

1/4”:1* Slopei. • • <

4 . 4 4t n 4”' < < <U a A A ..^ A

Note: Curb having a radius of300* or less (along face ofcurb) shall be is consideredradial curb.

5 -0”(width may vary*)

STANDARD SIDEWALK* Sidewalk shaft must be provided inaccordance with Section 8— 0100 et seq. Note: CG-6R cannot be used

in VD0T R/W.Note: Subgrade for all sidewalks, curb

and gutter shall must becompacted to min. 95% densityat optimum moisture to fullwidth of R/W in accordance withAASHT0 T99-61.All materials and construction of this design in a R/W to be

maintained by VD0T shaft must conform to current VD0T Road andBridge Specifications and VD0T Road and Bridge Standards.

Ref. Sec. 7 0101.1,7-0101.2, 7-0103,7-0105.1, 7— 0306.6B7 0406.7B

PLATE NO. STD. NO.STANDARDCOMBINATION CURB &GUTTER & SIDEWALK D8-7 CGM-1Rev. 1-00, 11-05, 2011

Reprint. 2018 Reprint


Driveway ClearancesGrading Plans must provide for adequatevehicular clearance for driveway approach,departure and breakover transitions.Driveway profiles are required wheresteep grades prevail.30’ Easement

24* Easement

Culvert pipe, if needed, is to be40* in length.18* Pvmt.

|— 12’ Pvmt. *HPipestem driveways shall must bepaved to the terminal point of thedriveway easement.B BIAA

WIDTH OFEASEMENT

WIDTH OFPAVEMENT

NUMBEROF LOTS

/ 24’24* 12’2

30* 18’3-5

12’

R/W

24’

See Plates 21-7 £6-? and22-7 24-7 for paving details

Edge of Pavement

W=52’

Esmt.line

Esmt.lineEsmt.

lineBRL BRLrN Esmt.

lineBRL BRLlot 1 lot 2 N 3-5 lots with /AbuttinglAbutting I equal frontageIH lotlot I I AbuttingAbutting

1 lotlot25* 25*

6’ i 6’ TT-T' K /VT\ "V /

25* 25*9* 9’

12’12’ 15’ 15*

SECTION A - A : 2 LOTS SECTION B - B : 3 TO 5 LOTS

Ref. Sec. 2 0103.42— 0103.35, 7-0101.2,7-0105.1, 7— 0306.6B.7— 0403.2A. 7-0701.7-0702.1 7 0406.7B,7 0902.1Rev. 1-00, 2011 Reprint*2018 Reprint

PLATE NO. STD. NO.STANDARD ENTRANCEPIPESTEM LOTSDITCH SECTION PS-11-09-7


Driveway ClearancesGrading Plans must provide for adequatevehicular clearance for driveway approach,departure and breakover transitions.Driveway profiles are required wheresteep grades prevail.30* Easement

24’ Easement

18’ PvmtPipestem driveways shall must bepaved to the terminal point of thedriveway easement.12* Pvmt — -|

fB BAA

WIDTH OFEASEMENT

WIDTH OFPAVEMENT

NUMBEROF LOTS

12’24’218’30’3-5

/24’

12*

R/W24*

R = FC TO BACK OF WALKCG-9D

See Plates 21-7 23-?and 22-7 24-? forpaving detailsFC

Esmtline Esmt

lineBRL BRLEsmtline

BRL BRLEsmtlineVLot 1 Lot 2 N 3-5 lots with 1/equal frontageI Ii IABUTTING ABUTTING ABUTTING ABUTTING

LOT LOT LOT LOT25’ 25’i > I'T' T I/ A

6* i 6’ 9* 9*25* 25*

12’ 12’ 15* 15’SECTION A - A : 2 LOTS SECTION B - B : 3 TO 5 LOTS

Ref. Sec. 2 0103.4,2— 0103.35, 7-0101.2,7-0103, 7 0406.7B,7-0105.1, 7— 0306.6B.7-0701. 7-0702.17 0902.1Rev. 1-00, 2011 Reprint,.2018 Reprint

STD. NO.PLATE NO .STANDARD ENTRANCEPIPESTEM LOTS

CURB & GUTTER SECTIONS PS-2410 — 7


%24* (Limits of Asphalt Surface)

a )

o£ 1

gj^e:* Grade for positive drainage

yw \1/ W M/ \1/ \l/ M/ M/ Nl/ M/ M/ M/ W \|/ \j/ \V \|/

2” Asphalt Concrete1/4":1* Slope

©V i/4”:rSlope

o> !©© O ©Std CG-6

•• : , igri=iiLFrTStd CG-2 i :TCiii'i 11— < i ITTTIJI, ,';m;y y jnij ijv+ ij'-j-Std CG-6 l m==TTF TTr^^ Std Sidewalku18 18

%©o

Top Course — .Std CG-6 1/4” :!’ Slope

© l/4”:l*Slope

i/4":rSlope

i i“ i i i“ i I r -i i r— i I i rH i r1-! ii“ l i i TI

\'— Std CG-6

© oco Jz;

©Grade for positive drainage ©coStd CG-2rib ITTTI 1 ITTTI IITTTI I ITTTI I

Sidewalk(See Note 1)

7Lctrill— rl I

iTO'

/— T.T^iTSi'i iT nraTratraT rn— Ti rrran i 1 i— n

Base Course /Subbase

26’ Service Drive20’ Grass Median(from face of curbto face of curb) Pavement Design

(See Note 2)Main travelway

BaseCourse

TopCourseSubbase

8” 6” 2”

NOTES:

i) Distance between back of curb to sidewalk, width of sidewalk, and distance between sidewalkand right-of-way line sfaaB— must be in accordance with the current Appendix B of the VDOTRoad Design Manual. VDOT will accept sidewalk, which is a minimum of 1* from theright-of-way line.

2) Surface, base and subbase designs are predicated upon a subgrade CBR value which equals orexceeds a value of 10. Pavement design and materials abaH— must be in accordance with thecurrent VDOT Pavement Design Guide for Subdivision and Secondary Roads in Virginia.

Ref. Sec. 7-0103,7-0104.2, 7-0105.1,7— 0306.6B 7 0406.7B

STANDARD TYPICAL STREETCONSTRUCTION SECTION

FOR SERVICE DRIVESWITH CURB & GUTTER

STD. NO.PLATE NO.

pen-7 TS-3Rev. 1-00, 4-07, 2011Reprint. 2018 Reprint


:t

V*: . \:

AV'- . :••

V. - •;

••

.\•••

•?. •

•* \lOCM

V

: .%*

•:: * \V.v. •••*V.:*«.*•

• V • • %*•: •

s*• s' s

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t

y

v- •'V :

: >r' < .

Vs•Vi •:

:?

sy.1 •. *:"*

.•• .T.- ••

• ••-i

The shoulders will be paved with a min. 2-shot surfacetreatment throughout the intersection to each point oftangency. A min. 25* taper will be required fromthese points to the edge of pavement.

Ref. Sec. 7-0105.1,7— 0306.6B 7 0406.7B PLATE NO. STD. NO.SHOULDER

STABILIZATIONAT INTERSECTIONS F312-7 SS-1Rev. 1-00, 2011



Squarecorners

MountingBracket

o 2 3/8” O.D.galvanized steel post

4” Ground linemin.

tll |=m=4ll=A V::.;A

• *

CM =1

Anchor rod

NAME PLATE(Aluminum)

«t

Extruded 05

Min. 30” to 48”

Ref . Sec. 7-0107.1.7-0107.4, 7-0107.5,7— 0107.6F

PLATE NO.STANDARD STREETNAME SIGN

POST MOUNTED

STD. NO.

4413-7 SNS-1Rev. 1-00, 2011 Reprint*2018 Reprint


14 1/2 -

2 /7”

IsV

Ground

At signalized intersections, street name signs forboth streets will be installed on all vertical supportsfor the traffic signals. Signs will be mounted withstandard aluminum cantilevered pole mounted streetname brackets.

At signalized intersections, the bottom of the loweststreet name sign will be 16’ above ground level.

STANDARD ALUMINUMCANTILEVERED POLE

MOUNTED STREET NAMEWING BRACKET

Ref. Sec. 7-0107.1.7-0107.4, 7-0107.5,7-0107.6

PLATE NO. STD. NO.

«16-7 SNS-3Rev. 1-00, 2011Reprint. 2018 Reprint


14 1/2”f j

1

Exploded view ofsawtooth fastener

See specification for thisbracket in Section 7— 0107.7

Ref. Sec. 7-0107.1.7-0107.4, 7-0107.5,7-0107.6, 7-0107.7

SPECIFICATIONSFOR CANTILEVERED

POLE MOUNTEDSIGN WING BRACKET

PLATE NO. STD. NO.

«17-7 SNS-3Rev. 1-00, 2011 Reprint*2018 Reprint


See multiway stopsign criteria onPlate 17B-7 18B 7.

A » < »4 x 4 V"

PYRAMIDAL CUT 311 0

$Mi.fOir

24” x 24” 12” x 6” 18” x 6”

18”

SIGN PANEL ATTACHMENT DETAILWOOD POSTS

Nylon washerw^— GalvanizedV washer and

hex nut3/8” galvanized

bolt24” x 30” (2)

\ ..Sign face 0.080”or 0.125” thick 4” x 4 post

x 6” postx 8” post

6”8”

1. Reserve 18” above top of sign for mountingof 9” x 18* min. size route marker.

2. 24” stop or 30” yield sign location.3. The lowest portion of stop/yield sign shall

must be placed a min. of 7* above the topof curb on streets with curb Sc gutter orabove the nearest edge of pavement onstreets without curb Sc gutter.

4. Signs are mounted on 4” x 4” salt treatedunpainted wood posts unless otherwisedirected by VDOT.

7* min. (3)

INSTALLATION DETAILSSET IN EARTH SET IN CONCRETE n— Wood post— Standard

bituminousmix Type S— 4

Ground line Concret-— Wood post2” — *4 . .. A : V I

3’ min. for 4” x 4” Post4’ min. for 6” x 6” Post4* min. for 8” x 8” post

Backfill materialto be tamped.

[ No concrete used.3*0” 31 i tmin.

—12”—|100 lbs of the dryingredients as inClass A3 concreteshall must be mixedwith backfill materialduring tamping.

Ref. Sec. 7-0107.4,7-0107.5 PLATE NO. STD. NO.TYPICAL DETAIL FOR

STANDARD WOOD POSTSTOP Sc YIELD SIGNS T817A-7 TCS-1Rev. 1-00, 2011 Reprint*2018 Reprint


min.

1— 6 -12’

ACUTE ANGLE INTERSECTION CHANNELIZED INTERSECTION DIVISIONAL ISLAND

Marked orunmarkedcrosswalk

MAJOR

ROAD SIDEWALK' |— M i n. 6’ZHS* to 12’

4’ min. O Max. 30

^1’ min.

MinorRoad

URBAN INTERSECTION WIDE THROAT INTERSECTIONMINOR CROSSROAD

ROADSIDE SIGNKURAL DISTRICT MULTIWAY STOP SIGNS

The "Multiway Stop” installation is useful as a safety measure at somelocations. It should ordinarily be used only where the volume of traffic onthe intersecting roads is approximately equal. A traffic control signal is moresatisfactory for an intersection with heavy volume of traffic.Any of the following conditions may warrant a multiway STOP sign installation.1. Where traffic signals are warranted and urgently needed, the multiway stop

is an interim measure that can be installed quickly to control traffic whilearrangements are being made for the signal installation.

2. An accident problem, as indicated by 5 or more reported accidents of atype susceptible of correction by a multiway stop installation in a 12— monthperiod. Such accidents include right- and left-turn collisions as well asright-angle collisions.

3. Min. traffic volumes:(a) The total vehicular volume entering the intersection from all approaches

must average at least 500 VPH for any 8 hrs of an average day, and(b) The combined vehicular and pedestrian volume from the minor street

or highway must average at least 200 units per hr for the same 8 hrs,with an average delay to minor street vehicular traffic of at least 30seconds per vehicle during the max. hr, but

(c) When the 85-percentile approach speed of the major street trafficexceeds 40 MPH, the min. vehicular volume warrant is 70% ofthe above requirements.

For placement of multiway stop sign identification plates reference the FHWA"Manual on Uniform Traffic Control Devices” .

Ref. Sec. 7-0107.4,7-0107.5, Plate 17A-718A 7

PLATE NO. STD. NO.TYPICAL LOCATIONS FORSTOP AND YIELD SIGNS U&17B-7 TCS-2

Rev. 1-00, 2011 Reprint*2018 Reprint


2* — 6”

1.0"

NOTICETEMPORARY

CUL-DE-SACTHIS ROAD

WILL BE EXTENDEDBEYOND THIS POINT

2” C1.5"2"C=1 1.5"

' 2"C1.5"2” C1.5"2” C1.5"2” C

2’ — 0”

2.8"

k k

2 3/8” O.D.galvanized steel post

7’

4” Ground linemm.

tn !=!!!=Ftw V - J -

2*

'Hv •Fi-w

Anchor rodGENERAL REQUIREMENTS

1. Sign blank is to be of aluminum, 0.08” thickness.2. Sign colors shall must be white lettering on blue background

with white border, with face of reflective 3M capsulatedsheeting or equal.

3. Alternate sign designs or specific text such as ’’Leavitt Roadwill be extended to Almquist Drive ” may be provided ifapproved by the Director.

Ref. Sec. 7-0107.4,7-0107.5, 7 0404.iaA PLATE NO. STD. NO.TEMPORARY CUL-DE-SAC

SIGN PDS-1P817C-7Rev. 6-04, 2011 Reprint*2018 Reprint

NOTICE

TEMPORARY

CUL-DE-SAC

THIS ROAD

WILL BE EXTENDED

BEYOND THIS POINT

2'-0"

2'-6"

SIGN NUMBER name

WIDTH x HGHT. 2'-6" x 2'-0"

BORDER WIDTH 0.5"

CORNER RADIUS 3"

MOUNTING Ground

BACKGROUND TYPE: Reflective

COLOR: Blue

LEGEND/BORDER TYPE: Reflective

COLOR: White

LETTER POSITIONLENGTH VDOT

STANDARDSERIES.SIZE

N O T I C E C2

11.3 12.8 14.3 15.6 16.3 17.7 7.5

T E M P O R A R Y C2

8.4 9.8 11.1 12.9 14.3 15.9 17.3 18.9 20.3 13.1

C U L - D E - S A C C2

7.4 8.8 10.3 11.7 13.7 15.2 16.6 18.5 20.0 21.6 15.3

T H I S R O A D C2

8.9 10.2 11.7 12.4 13.5 15.5 16.9 18.4 20.0 12.3

W I L L B E E X T E N D E D C2

3.9 5.7 6.4 7.7 8.7 10.7 12.3 13.3 15.3 16.6 18.0 19.3 20.7 22.2 23.7 25.1 22.3

B E Y O N D T H I S P O I N T C2

3.4 4.9 6.1 7.7 9.3 10.8 11.9 13.9 15.2 16.7 17.4 18.5 20.5 21.9 23.5 24.2 25.7 23.3

Dimensions are in inches.tenths Letter locations are panel edge to lower left corner

1.8"

2"C

1.5"

2"C

1.5"

2"C

1.5"

2"C

1.5"

2"C

1.5"

2"C

2.8"

23.3"3.4"


13”

Carson Drive2655 - 26562657 - 26582659 - 2660

Sign is not to be placed inexisting or proposed VDOT R/W24”

PRIVATEDRIVE

60”

F-i 1 1

• — i 1 1- -i •

36”

GENERAL REQUIREMENTS

1. The pipestem driveway sign shall must contain the street name, thehouse numbers and the words ’’Private Drive” or ’’Private Street.”

2. The sign is to be placed on a 3” ” U” channel post 8’ long.3. The sign is to be placed on the right side of the pipestem drive when

site distance permits.4. The sign shall must be made with reflective materials and be green with

white border and standard 2” lettering.5. Alternate design may be approved by the Director.

Ref. Sec. 7-0107.4,7-0107.5, 7— 0403.2A.7— 0701. 7-0703.2

PLATE NO. STD. NO.PIPESTEM DRIVEWAY

SIGN7 0903.2

F918 — 7 PDS-1Rev. 1-00, 2011 Reprint*2018 Reprint


9* — 6” 6”10*

middle unit end unit[ Ir T2” x (8” to 12” ) boards 4” x 4” posts, 8’ long I

d2

* aX°

Ground line'tLv 1 *77TXVX 777 \v\

j*

COI

CO

This barricade is to be placed at the end of all dead end streets.Lumber dimensions are nominal sizes.The reflectorized area shall must have a smooth, sealed encapsulated lens material outersurface. The predominant color for other barricade components shall must be white, exceptthat unpainted galvanized metal or aluminum components may be used. Because of theirvulnerable position and possible hazard they could create, barricades should be constructed oflight weight materials and have no rigid stay bracing.Planks are to be fastened to posts with 2-3/8” x 6 1/2” carriage bolts and washers or with2-7/16” x 4” lag screws and washers. Bolts and screws are not to be placed closer than 2”from the edge of planks.The following note shall must appear on all plans: ” The barricade shall must be removed atsuch time as the need no longer exists, as determined by the Director.” If the barricade iswithin VDOT R/W, a permit is needed for its removal.

CHARACTERISTICS

Color of stripesWidth of railNumber of reflectorized rail faces

Reflectorized red and reflectorized white8 min.3 if facing traffic in 1 direction6 if facing traffic in 2 directions

12” max.

This barricade and other traffic barricades are described in the latest edition ofVDOT’s Work Area Protection Manual Standards and Guidelines and MUTCD.

Ref. Sec. 7-0306.97 0406.10 PLATE NO. STD. NO .

STANDARD TRAFFIC BARRICADE o019-7 TB-1Rev. 1— 00. 2018 Reprint

FAIRFAX COUNTY PUBLIC FACILITIES MANUALDRIVEWAY CULVERT PIPE INSTALLATION

9"cover overpipe9” cover over pipe

Low pointmin.* —— — 4* — 0” min.* — Low point Shoulder— XJ^nvivewajr 'Shoulderslope

'TTrH7

min.\ .rfS\ope i/

6” x 6** — #6 WWF

WITH UNPAVED ROADSIDE DITCH WITH PAVED ROADSIDE DITCH

A paved ditch is required where soil conditionsand runoff velocities will cause erosion.

R/WConcrete or asphaltcollar tomin. coverover pipe

Surface to R/W line, min. 1 1/2” ofthe same type of surfacing as usedon the street and 6” of baseor 5” of concrete.

uraae'surf'12’ min.

/

Pipe culvert if necessarySlopez Radius Note:

For the entrances to roadwayshaving ADT 2000, usea radius of 20*. For ADTunder 2000, thethe radius may be 12*

variable

£ ditch 77

ES /S

EP36’(52’ Main roadway

pavement<L-

Low point

Concrete pipe or corrugated metal pipe may be used. Indicate type and size on plans. Drivewaysshall must be surfaced from edge of pavement to property line with the same type of surfacingas used on street.All driveway grades shall must start back of the shoulder line. In cut sections, sides of drivewayshall must be graded to a max. 3:1 slope. Lengths of culverts if not shown on plans shall mustbe a min. of 20’. For dimension of S, see Plate No. 1— 7.* Ditch line may be moved back to provide required cover. The transition of the ditch line shaHmust be smooth with a min. length of 10*.Driveway Clearances-Grading plans must provide for adequate vehicular clearance for driveway approach, departure andbreakover transitions. Driveway profiles are required when steep grades prevail.All materials and construction of this design in a R/W to be maintained by VDOT shall mustconform to the current VDOT Road and Bridge Specifications and VDOT Road and Bridge Standards.

Ref. Sec. 7-0403.1ASTANDARD DRIVEWAY

ENTRANCESTREETS-NO CURB & GUTTER

PLATE NO. STD. NO.

£20-7 DE-5Rev. 1-00, 11-05, 2011Reprint. 2018 Reprint


STANDARD PIPESTEM

1-1/4” Type SM-9.5Aleveling course — — Prime

coat1-1/4” Type SM-9.5Asurface course

Min. pitch 1/4” :1’ slope continuous

Tackcoat

Welldefined

1/2” :1’ swaleslope as1 required

— TTT=TT — TTT=TTT=TTT— TIT— TTT=TTT— TIT— 'MT=TTT— 'm=m=m4m=TTT=TTT— TTT=4’ min.varies

6” Type 21-Acompacted aggregate base

Compactedsubgrade

NOTE: SEE SECTION 7-0403.2 7 0503.2 FOR SUBGRADE, SUBBASE AND BASEMATERIAL PREPARATION AND PLACEMENT

HIGH WATER TABLE PIPESTEM*— Porous

aggregate#57 stone

Tackcoat

Primecoat— 1— 1/4” Type SM-9.5A

surface course 1-1/4” Type SM-9.5Aleveling course

Welldefined

1/2” :1’ swaleslope as

requiredn«mmm- ITT - - l 1 l-j-j-jl i I lyy TTT - - TTT - - TTT - - TTT- - TTT TTF- - TTT - TTT TTTI i i— — f i— — i n— — i IF

t 4’ min.Compactedsubgrade

6” min. Type 21-Acompacted aggregate base

— Corrugated perforatedplastic pipe,size to be determinedby engineer

*As required by theEngineer or Director

Ref. Sec. 7-0403.2A.7-0701. 7-0703.2.7-0503.2A, 7 0901,7 0903. Plates 9-7.10-7, 11 7

PLATE NO. STD. NO.ASPHALT CONCRETEPIPESTEM STANDARDS PS-3£321-7Rev. 1-00, 2-06, 2011



WWF reinforcement shall must consist of members rigidly attached at all joints or points of intersection.Longitudinal members shall must be No. 2 gauge wire spaced at 6” OC. Transverse members shall mustbe No. 4 gauge wire spaced at 12” OC. (Reinforcing Steel Institute designation 6 x 12 - W5.5 x W4)

STANDARD PIPESTEM

Well definedswaleas requiredPitch 1/4”:1* min. slope WWFA 1/2”:1* slope

4' < A *4 : < A 4<4 << •pHao4T-l^7 ^ ' r ^ .1 1 '•L-LLJ- -j-i-L-j-pj— Try— LrnMi Biiilrre ;

i iz=|| :TIT— I||J— L|||

Compacted subgrade6” concrete slab

111 111— 111=111=111=1 I-i i

2*

4* min.Varies

Pipestem driveway underdrain is to be used when the driveway longitudinal gradient is 3%or more and when the underlying soil has 34% or more passing the No. 200 sieve and hasa PI of 13 or less.

NOTE: SEE SECTION 7-0403.2 7 0503.2 FOR SUBGRADE AND BASEMATERIAL PREPARATION AND PLACEMENT.

HIGH WATER TABLE PIPESTEM

Well definedswaleas required

Corrugated perforated plastic pipe,size to be determined by Engineer.—

Y2":l’5{°PeIA- +4-1 4

"-TV— s~- 4< 4

i— i UlUmWml!m=ri7:=rri^m=|lf|]=[|]1 '

6” min. Type 21-Bcompacted base —

iw 7v7> yz w~C

3T£ I | — -i i 1

12”a •HaCM ;•

min.Grade A naturalsand or No 8aggregate asdefined by VD0T.

*- •»

CO1/2”: 1’ Slope — 4* min.— —CM — 18” —Geotextile filter fabricopening size to be determinedby Engineer according toproperties of soil

Ref. Sec. 7-0403.2A.7-0701. 7-0703.2.7— 0703.2B. 7 0503.2A,7 0901, 7 0903.2,7 0903.2B, Plate 9-7.10-7— 1~1— 7Rev. 1-00, 2-06, 2011Reprint. 2018 Reprint

PLATE NO. STD. NO.CONCRETEPIPESTEM STANDARDS o422-7 PS-3A


Luminaire

Bracket length

From 6’ to 20’ long, in 2* increments) Roadway Overhang

o• ^ (RF-1 or Optional RF-2)STANDARD SYMBOL i

CMRF-l-[Lumens]-[Bracket length] (Mounting height)Symbol/labele to be shown on the plans at each streetlight location.The pole is to be set a minimum of 10* from the E.P.The luminaire size and mounting height is to be in accordance towith Table 7/7

Atafl0)

A

esa3oa

To determine the required pole setback distance from the E.P.,consult the current VDOT Road Design Manual Roadside Design Guide,Section A-2 Clear Zone Guidelines.

Pavement

Shoulder- .• A <.'4. A THTI1 =111=111=111=1

=TTT PIE1 p11: I l.I I*

-rnpMT^1

- Wood pole for overhead wiring (requires downguide for brackets longer than 12’)Optional concrete pole may be used with undergound wiring, downguide is not required.

Ref. Sec. 7-0804.6A.7— 0804.1A(l ) 7 1004.6A STD. NO.PLATE NO.STANDARD ROADWAY FIXTURE

COBRA HEAD STYLEFOR DITCH SECTION ROADS

Rev. 1-00, 12-03, 2011Reprint, 2-12. 2018Reprint

3D28— 7 RF-1


Luminaire

2.0’Bracket length

in 2.0* incrementsFrom 6* to 20*, Roadway overhang

Concrete Pole (Special concrete pole required for brackets > 12* )o

o

LO

• 0 (RF— 2)STANDARD SYMBOLAW)

RF-2-[Lumens]-Bracket length] (Mounting height)Symbol/labele to be shown on the plans at each streetlight

location. The pole is to be set a minimum of 7.5* from the

face-of-curb or 2.0* behind the sidewalk. The luminaire size and

mounting height is to be in accordance to with Tables 7.8 7.10and 7.10A.

A

aa0O

2.0*

Sidewalk Curb

Pavement^1/ ^i/assist*®(v. i ”V: .y.:

>.viS

Underground wiring

Ref. Sec. 7-0804.1A(1).7—0804.6A. 7—0804.6B.7—0804.7B. 7-0806.37 1004.6B, 7 1004.7B,ry.— iQQfi aRev. 1-00, 12-03, 2011Reprint, 2-12. 2018Reprint

PLATE NO. STD. NO .STANDARD ROADWAY FIXTURECOBRA HEAD STYLE FOR

CURB AND GUTTER ROADS3U29-7 RF— 2


STANDARD SYMBOL : (IT-1 or IT-2, Preferred) O

I

IT-2-[Lumens]-[Bracket length] (Mounting height)(Tilt)Symbol/labele to be shown on the plans at each streetlight location.The pole is to be set a minimum of 20* from the E.P.

iOCO

Atafl0)

A

esa3oa

To determine the required pole setback distance from the E.P.Consult the VDOT Roadside Design Manual Guide, Section A-2 ClearZone Guidelines.

Pavement

Shoulder- .• A <.'4. A THTI1 =111=111=111=1

=TTT PIE1 p11: I l.I I*

-rnpMT^1

Underground wiring

IT-2, Concrete pole, for underground wiring or IT-1, Wood pole for overhead wiring

Ref. Sec. 7-1004.1A(3) STD. NO.PLATE NO .SPECIAL INTERSTATEROADWAY FIXTURE

FOR MAJOR ROADWAYS 3L29A-7 IT-2Rev. 12-03, 10-06, 2011Reprint. 2018 Reprint


STANDARD SYMBOL ^ (RF-3)RF-3-[Lumen]— [Bracket Length] (Mounting Height)Symbol/label to be shown on the plans at each streetlight location.The pole is to be set in the utility strip in accordance with VDOTclear zone requirements. The luminaire size and mounting heightare to be in accordance to with Table 7.9 7.11.

Luminaire

Black Fiberglass 14’ - 18’ Pole

Sidewalk Curb and gutter

PavementN/ N/ M/ M/ \]/ V

/<\ ,\• •

Xv.

TLUnderground wiring

Ref. Sec. 7-1004.1A(2),7-1004.6C, 7-1006.IB COLONIAL STYLE FIXTURE

FOR SUBDIVISION ROADWAYSWITH CURB AND GUTTER

PLATE NO. STD. NO.

Rev. 1-00, 11-05,7-06, 2011 Reprint,2-12. 2018 Reprint

3230-7 RF-3


12”

2”

DMV PERMIT 2”

E- 3/4”2”

Note: Sign shall musthave white letteringon a blue background.

1 1/2”

— 1/2”24”

1 1/2”r1/2”

ZE-3/4”1 1/2”ZE"3/4”1 1/2”

PENALTY$100-500 FINETOW-AWAY ZONE

2”

Ref. Sec. 7-0802.4 PLATE NO. STD. NO.ACCESSIBLEPARKING SIGNS 303OA-7Rev. 1-00, 2011 Reprint*2018 Reprint

12”

Note: Sign shall musthave white letteringon a blue background.

1 1/4”

1 3/4”VAN7” 1 ”

ACCESSIBLE 1 3/4”

1 1/4”

Ref. Sec. 7-0802.4 PLATE NO. STD. NO.VAN ACCESSIBLEPARKING SIGNS 3S30B-7Rev. 1-00, 2011 Reprint*.

2018 Reprint

7-0602.4

0, 2018 Reprint


18”S i d e w a l kFTrfc m=fe i . ?

V;A A - \4>'i' 4: • * *

4

7*7* '

• - 111— i rr •*4.*4 4: 4V *i(£ 4 4:•4 44.4,. ••'*•4 - 4

* *.. 44 * *4.4 * •4r=4 4 •• 4« 6”4 4” <44 44

^ 4»•*• *4 -44 4 min.*. *:•

' *r4 - < vi -.;

44 :•v

4,; < AV..v -4 '

44 =UGRASS PLOT NEXT TO CURB E^(NORMAL SUBDIV1SI0N)PI=LMTT7LMTTT

A-* . PoleI l-rr-rl AIT prl r

TTF-I P-^l I P-^l I I— Ll I P-^l I l - l I l - l I 1^^ i 11— 111— 111— 5— 111-Std curb & gutter

18”1/2” expansion joint Sidewalk

• 4 *. T7

. 44 ' •>• : • 7-a y IT* 4 *4 .4.•< • :44 ••4 • 1- v-f .*7vx. 4A V^r .v- v - '-<L 4 4f . -* '4 4 . 4 ,

• .4 -* :4i- •«•• . *4 4 ' .V.'-4 :vV- .•« : ; i '4, 4* 4 ' 4v V - • - -4 • '4 •44 / 41»4 4. V 4

* :* • 4.4 44‘•? <4. 4 Jt: -•

4* *: .4 *

HSfEmsrr& sS1” '4

6”** 4 *A 44 '4

Pole =yj NO GRASS PLOT NEXT TO CURB f .

EHJ=[T]E] (NORMAL BUSINESS DISTRICTS) g 11=11Std curb & gutter

Poles shall must be located behind the ditchline of ditch section streets.

Poles to be located within a R/W to bemaintained by VDOT require a permit fromVDOT.

Ref. Sec. 7-1100 STD. NO.PLATE NO.STANDARD

POLE LOCATIONS 6432-7 UL-3Rev. 1-00. 2018 Reprint


CURB AND GUTTER SECTION

Box

36”

DITCH SECTION STREET

?Box

BoxShoulder 36” to 42”

Shoulder 36” to 42” ut2’

min.ftCUT SECTION FILL SECTION

Notes:

1. On ditch section streets, face of mail box to be in line with back edge of shoulder.2. On ditch section streets in cut, support for mail box to be min. 2’ to the outside

of the ditch line.3. On curb and gutter section streets, face of box to be in line with back edge of

curb line.4. Mail box height shall must be:

a. On ditch section, 36” to 42” from shoulder grade to bottom of box.b. On curb and gutter section, 36” from top of curb to bottom of box.

5. The face of the mail box and post shall must be set, as shown on the fill sectiondetail, within the radius of the DE-5 Entrance.

Ref. Sec. 7-1100PLATE NO. STD. NO .

MAIL BOX LOCATION 3533-7 MB — 1Rev. 1-00. 2018 Reprint


FLAT CUT SHED CUT

v\l

Reflectors

PYRAMIDAL CUT3 5/8” Dressed

i TT l ”10” 8l/V\A> t* — 3”

48”

7’— 2’Edge ofPavement Variable 2’ to 10’

Optional Black Band

' • i i L

* V - i=irp=TTT=m. «: * i

Shoulder 35”

Location and spacing asper approved plans

These delineators consist of reflectorized sheeting, cut to a 3” by 8”vertical rectangle, mounted on a backing of aluminum alloy, not less than0.063” thick. The color of the reflective sheeting shall must, in all cases,conform to the color of the edge-lines. The reflectors are attached to woodposts with aluminum alloy nails or screws. The top of the posts may have aflat, shed, or pyramid cut; however, they shall must be uniform throughouta project. Material specifications may be found in the VDOT Road and BridgeSpecifications.

Ref. Sec. 7-0404.21C(2),7-1100 STD. NO.PLATE NO.ROAD EDGE

DELINEATOR 3634-7 RD-iRev. 1-00, 2011 Reprint*2018 Reprint

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