FAIRFAX COUNTY PUBLIC MANUAL · 2018-12-05 · FAIRFAX COUNTY PUBLIC FACILITIES MANUAL 2-3” dia. reflectors. See detail on Plate 8-8. 1/2” d;a. fabric core wire rope W 6” x

FAIRFAX COUNTY PUBLIC FACILITIES MANUAL

2’ graded trailshoulder both sides Meet finished grade

flush both sidesU’-O” - 13’-0”

6 ” 6”6’—0” - 8’-0” 2-0”2’-0”Slope 12:1 min.2:1 max. bothsides2SM - 2A Asphalt

6 ”m 4”l21-A Stoneto

Compacted subgrade

TYPE I

Suitable for bicycle and general pedestrian use. 8’ is the required minimum widthfor bikeways and 6’ the required minimum for walkways. Wider sections may berequired in heavily traveled areas.Where soil is well drained and compactable, the stone base may be eliminated andthis section replaced by a 3 1/2” full-depth asphalt section. Construction of thissubstitute section is subject to the approval of the Director.

2’ graded trailshoulder both sides

Meet finished gradeflush both sideslO’-O” 12’ — 0”

2’-0”6’-0” - 8’-0”2’-0”Slope 12:1 min.2:1 max. bothsides

2”Compacted stone dust6 ”m '•XKi 4”l21-A Stone

)Ov

Compacted subgradeTYPE II

Suitable for equestrian use, hiking and all-terrain (mountain) bicycle use ingently sloped topography. Susceptible to washout and sheet erosion on gradesgreater than 5%.Depth of stone base depends on soil type, stability and drainage.

Ref. Sec. 8-0202.1B,8— 0203.IB PLATE NO. STD. NO.

TRAILCROSS-SECTIONS 1-8

Rev. 1 — 00, 2011 Reprint,2018 Reprint


- 2* graded trailshoulder both sides

Meet finished gradeflush both sides8’-0” ll’-O”

2’-0” 5’-0” - 6’-o” 2’ — 0 \ Slope 12:1 min.2:1 max. bothsides

: . a

-4”3000 PSI concrete v -4 j *M’.y • •

8”•• «. *• ’. «V f.•• v 1 :*o0 S>

QQQn

°oo0 oo 4”o min.21-A stoneooon O 91 min.oo

— I I I I I I I I I I I I I I I I UCompacted subgrade

TYPE IV

Suitable for general use. Unsuitable for bikeways. Acceptable for VDOT maintenance.Subgrade for all sidewalks shall be compacted to minimum 95% density at optimummoisture to full width of R/W or easement in accordance with AASHTO T99.

Meet existing gradeflush both sides

10’-0”2 -0 ” 2-0”6’ — 0 ”

I 1=1 I 1=1 I 1=1 I _ . I I|— I I |— I I|— I I j“7» » Q”11=111=111=111= Existing soil =III=III=III=TT^S^ LPCompacted soil-grub stumps and otherdebris from trail areabelow finished grade

TYPE VI

Suitable for equestrian use, hiking and all-terrain (mountain) bicycle use in lowdensity areas. Construction of this selection is subject to the approval of theDirector.Alignment of this trail should be such that there is minimum ground disturbanceduring clearing.

Ref. Sec. 8-0202.IB,8— 0203.IB PLATE NO. STD. NO .

TRAILCROSS-SECTIONS 2-8

Rev. 1-00, 2011 Reprint,2018 Reprint


2’ graded trailshoulder both sides Meet finished grade

flush both sides

Slope 12:1 min.2:1 max. bothsides

10’-0 ” - 12 * — 0”2 -0” 6 * — 0” - 8* — 0” 2 -0”

3”Woodchips

21-A stone 7”4” min.Si min.

Compacted subgrade

TYPE VIISuitable for equestrian use and hiking.Depth of stone base dependent on soil type, stability and drainage. Chip walksrequire edging as determined by the site inspector.

Ref. Sec. 8-0202.1B,8— 0203.IB PLATE NO. STD. NO.TRAIL

CROSS-SECTIONS 3-8Rev. 1 — 00, 2011 Reprint,2018 Reprint

nCleared area |

0)odcCu V03(DO

o

v v—m=m=TTT=TTT- Clear trail and

shoulder areas ofall vegetativematter and debris

1= II:

Width varies 2* — 0”2* — 0”Shoulder

areaShoulder

area

Ref. Sec. 8-0202.1B,8— 0202.3C, 8— 0203.IB PLATE NO. STD. NO.

TRAIL CLEARING 4-8Rev. 1-00, 2011Reprint, 2018 Reprint

idv A-• r

T•

k0.5’ 0.5

2.0’ 1.0’ 2.0* 2.0* 2.0* 2.0*1.0’

8.0’

M B ME B M E

i

Shoulder is firmwith no drop off.No substantialslope for 2\

DIMENSION CODE

B=BicycleM=Maneuvering

clearanceE=Edge clearance

(shoulder)

2-WAY BIKE PATHIN OFF-STREET LOCATION

O.ND.STPLATE NO.

5-8


.efR8 0— S c -02 2.IB,08.e

203.IB



6” X 6” X 13/16”thick steel posts with3/16” steel cap4— 3” red reflectors.

See detail onPlate 8-8.

3” X 9” silverreflective aluminummarkers-4 per post (2 perside) -7

3/8” dia. X 2”eye bolt ifsteel posts1/2” dia. fabric

wire ropecore

2 * — 8”

3/8” dia. X 6”eye bolts if wood posts 4”% l•j

ZCOaI zI 8<n

3/8” dia. X 2” eyebolts if steel posts JJ

2 og a"PH

M Z Guardraili zZg Za 2a •» zPitch surfaceTrail type Sc size

varies (see plan)gj ECO o Install posts

before pavingf ir i/4” =i -i 7I\ CM /CO / A

I M s.r FinishgradeJi

Y’V

:*I I T-X.t * « •

A '-•*•*

C\2 •«* vi:I s

O f— T — • •.CO •«

I4;VU^: •vCO I |—

Jr *. -Mli -

Nr'i?— • .*.• •>

IClass ” B” cone, forall footings1 -6”

Typ.#4 Rebar welded to post

NOTES:

If wood posts, countersink nut and washer on 3/8” dia. X 6” eye bolts.Mount 3” red reflectors with 1/2” cable clamps; 2 each side of wire rope.Cable loop formed with 2-1/2” cable clamps; 3” spacing - peen ends of allexposed threads.Cable loop fastened to eye bolt with lock supplied by FCPA; tighten nutinside post and tack weld post to inside of post before welding top.3/16” steel cap must be plate welded on top - smooth all rough edges andfinish with 1 shop or prime coat and 3 field coats using an alkyd paintsystem. Finish coat is to be flat black, all surfaces of all steel posts.

Ref. Sec. 8-0202.1B,8— 0203.IB, 8— 0203.2E,8— 0203.2G

PLATE NO. STD. NO.TRAIL ACCESSTHROUGH BARRICADE 6-8Rev. 1 — 00, 2011 Reprint,

2018 Reprint


2-3” dia.reflectors.See detail onPlate 8-8.

1/2” d;a. fabriccore wire rope

W 6” x 6” post

£1” chamfer3/8” dia. X 6”eye bolts

Access road/Trail type &size varies(see plan) —

»i 3” X 9” silverreflective aluminummarkers - two per post

i-1 £oX

•H cd I2 2s•»a2 2Slope surface

to drain2 %2 22 22 oCO

II Install postsbefore paving

r rCOCVJ

-I I Finish grade£

T=rfENOI '-Li-TT -l I I-

Undisturbed earthco — I•» Compacted backfill

#4 rebarco

-i 11— — 111—l’-6”(typ.)

NOTES:

Countersink nut and washer on 3/8” dia. X 6” eye bolts. Peen end ofall exposed threads.Mount 3” red reflectors with 1/2” cable clamps.Cable loop formed with two - 1/2” cable clamps; 3” spacing. Peen endsof all exposed threads.Cable loop fastened to eye bolt with lock supplied by the maintainingauthority.W = 9*-6” for trails; 15* for access roads.

Ref. Sec. 6-1606.2G,8— 0202.IB, 8— 0203.IB,8— 0203.2E, 8— 0203.2G

STD. NO.PLATE NO.

CABLE BARRICADE-ELEVATION7-8Rev. 1-00, 4-02, 2011

Reprint, 2018 Reprint


Cable clamp welded tobacking plate betweencenter and top edge ofplate

Weld cable clampto backing plateGalvanized cable

1/2” dia.fabric corewire rope

3 1/2” dia. X 1/8”galvanized steel backing plate -3” red reflector withgalvanized center screw mount

SIDE ELEVATIONBACK ELEVATION

Ref. Sec. 8-0202.1B,8-0203.IB, 8-0203.2E,8-0203.2G

PLATE NO. STD. NO.

RED REFLECTOR ON CABLE 8-8Rev. 1-00, 2011 Reprint,2018 Reprint


1” chamfer/

6” X 6” timber, 5’ OCo

ICO

1/2”

Finished gradecrown

v ^TTT: M

V•4 44.4

#4 '4 A

4%i: '

. o - *

4•-4f

4 * ' s' +

;/ ' ’ 1=1

Class ” B” concretefooting

\ / 4

V ••

4o f

I :•4

••< •CO •4*• 4:• «

< «•

<• #4 rebar„m : .4?V * 4-< 4 :

6 • U 4 *'4 *-<#I

6” min. VDOT size #68crushed aggregate

r\

CO/

'7

6 ”1H>

Kef. Sec. 8-0202.1B,8-0203.IB, 8—0203.2E,8—0203.2G

STD. NO.PLATE NO.

BOLLARD 9-8Rev. 1-00, 2011 Reprint,2018 Reprint


1” chamfer

6” X 6” timber, 5’ OC

OICO

crown

Finished gradeA

Compacted backfillJJO Undisturbed earthiCO

#4 rebar6 ”

6 ”1 -6”

Kef. Sec. 8-0202.1B,8-0203.IB, 8—0203.2E,8—0203.2G

PLATE NO. STD. NO.

BOLLARD-DIRECT BURY 10-8Rev. 1-00, 2011 Reprint,2018 Reprint

p welded-3/16” ca 4 sides

Reflective tape-silver orwhite (all sides)

4” X 6” post - 3/16” Tube steel

Steel hasp (see detailon Plate 12-8)

1” square solid steel,welded in place

Slope concrete to drainaway from postTrail type varies(see plan)Finished grade

Class ” B” Concrete footing

12” section #6 steel rebar-weldedin place through sleeve

Compacted subgrade

paintedNote: Bollard to be primed and

orange

6 ”

fj

JJCM £

jj

%CM

tj

oCO

DI+-+jj I I

LJA-* . :4* 4 •:*• • 4

*

*44 4

44 4' 4

i 4<.4

- 4'. 4 .t. - .' ' '

44 *f t 1 4

A*.CM *4 * 4 •4 *.K . •-*

4' : A 4: . •*. . 4’4

CM • * •

CO *. 4 >• -A4 i

, * 4 *.4 •4 .*< .*4

4 *•4 •4

•i4*

4

‘•4 44. 4"4<4 • ‘4 ’

444.

4 A4 4*

•4 * •

4 " /4

44.- <4 . •- 4* A

44CO • 4. 4

4

•:4' •« '4 .

• v ' •

A 4

f .4

— l i i 1 i i 1 i i- I I l-

l’-6”

REMOVABLELOCKING BOLLARD

O.ND.STPLATE NO.

11-8


. 8 0202.1B-Ref. Sec ,8— 0203.IB, 8-0203.2E,8— 0203.2G

Rev. 1-00, 2011Reprint, 2018 Reprint


NOTE: Lock and hasp to be placedfacing park or away frommotor vehicle traffic

4” X6” post-3/16”thick tube steel

1”1/4” Thicksteel haspOr 3/8” dia.

” IT Welded(typical)

J1/2” 1/4” thick

steel haspCM 1” Square

solid steel & &N

CJH *7•»

CO 1 1/4”- Lock by FCPAs

3/4” dia. Hole inP7/8"

J*

CM* .. 4 - 5) —* 4 *

4 4

1•• •"<J : A\: 4 Concrete footing•4V '4<7 . >'•

•: •i.

M

‘ U . iL 4 -V .'<745-VA. * •4• V ... *

. /•> ;V A C

U fA 4 '44 4.. V 4- 44. *.4

‘1- 4: " 4 .4. •I * ‘4.. .* A *44 4

*

DETAIL - STEEL HASPDETAIL - STEEL HASP

L >/

1” Square, solidSteel, welded inPlace (2 sides) Zj

"\

J 4” X 6” Post -3/16” thick tube steel

ii v*<5II v*X '

vN.\

1'4” X 6” Sleeve-3/16” thick tube steel

POST - SLEEVE CONNECTIONRef. Sec. 8-0202.1B,8— 0203.IB, 8— 0203.2E,8— 0203.2G

STD. NO.PLATE NO.POST-SLEEVECONNECTION 12-8



Varies according Riprap revetment VDOTClass 1, disturbed areaEdge of turndown to stream width

Top of stream bank3/4” Plain steel dowell18” long 12” OCin center of slab(typ. both sides)

Varies to 15% max.4 (typical both sides)

/P** Concrete fordTrail as

designed :: , „ <L ,Concreteramp

Concreterampl’-6”2 -9

A tIRiprap revetment VDOTClass 1 all sides

Rough broomfinish perpendicularto slope(both sides)

\

Top ofstreambank

B— J C —aStepping block (Seedetail below andPlate 14-8)

Varies tomeet site conditions

o<L>

<HCO

3/4” Plain steel dowel 18” long12” OC in center of slab (both sides)

sides)6” X 6” W7.5 X W7.5

V5%<LFinished grade

. <7 .— -4 f• 4 :<A

|=l I '*Turndowns beyondTTT TTT

SECTION A-A

Ref. Sec. 8-0202.1B,8— 0203.IB, 8— 0203.2G,Plate 14-8

STD. NO.PLATE NO.FAIR WEATHERSTREAM CROSSING 13-8Rev. 1— 00, 2011 Reprint,

2018 Reprint


lO’-O” 3’ — 5 1/2”

— Stepping block, see detail below.- 4” X 4” - W5 X W5r 6” X 6” - W7.5 X W7.5

CM 1* — 3’ Class IRiprap disturbedarea

l dia.Streamflow ofTi!CU-l-l— M , i

c=> Pitch 1/4” - 1'/i

O'.O A**4. •- OI TTTLL— rjL I Is ICM

CV2Class A3 Concrete<——2”4 4 <L <LCV2 1 -6"

Streambed Each stepping block must be

finished with 5 groovesparallel to the stream flow1/2” deep and 1/2” wide.

2 1/2" l 1/2 l 1/2

1/2’ 2 1/2’ 2 1/2"

SECTION B-B(From Plate 13-8)

1’ — 3”

l ’-O ” l’-O”lO’-O”6” X 6” -W7.5 X W7.5&Meet ^

existinggrade

1— 5”2” — 1 ” /ft

Sloper /ttSlop®

Stream flowWWFMeet existinggrade

A<7

COI ^ ^7

i 11- 1 1 1-Class A3 Concrete

l’-O”NOTES:

1. Riprap revetment must be placed or installed in accordance with Section414 of VDOT Road and Bridge Specifications. Minimum depth of ripraprevetment may not be less than 18” .

2. Mid— channel concrete section must be poured in 2 separate sections toprovide a continuous flow of water. Provision for dewatering each pouredsection is necessary to attain the required strength of concrete.

3. All disturbed areas must be seeded.

SECTION C-C(From Plate 13-8)

Ref. Sec. 8-0202.1B,8-0203.2G, Plate 13-8 PLATE NO. STD. NO.FAIR WEATHER

STREAM CROSSING 14-8Rev. 1 — 00, 2011 Reprint,2018 Reprint


7’-0” max.

CM

1 1/2” dia. standard pipe sfor railings ^

ds

CO 1 1/2” dia. extra strongpipe for posts ________I

f f K 1=lu

• i- • i -- i • -i •

X XcoI

*f-'• it

. •.CM Class A-3

concretej*

8”Notes:

Handrail to be primed with 1 coat of Koppers 622 rustpenetrating primer, or approved equal, then paintedwith 2 coats of Duron Rethane Modified Black, orapproved equal. Paint to be applied at min. 1.5 mil.per coat.

1.

2. Handrail on ramps to pedestrian decks must be paintedto match the bridge structure.

Ref. Sec. 8-0202.1B,8-0202.10, 8—0203.IB,8—0203.2G

PLATE NO. STD. NO.

HANDRAIL DETAIL14A-8 HR-2Rev. 1—00, 2011 Reprint,

2018 Reprint


—6'

6’

Stationary or sliding device

Use area

TOT STATIONARY AND SLIDING DEVICES

7’Revolving device

Use area

TOT REVOLVING DEVICES

Typical metalequipment

Finished surface

8” minimum softsurface material over ground

Typical woodequipment

ftIt

III o0 3

it0M

*s5 f|m Optional underdrainsystemConcrete footing permanufacturer

faTYPICAL EQUIPMENT FOOTING

Ref. Sec. 2-1004.2 PLATE NO. STD. NO.TOT LOT EQUIPMENT

LAYOUT 15-8Rev. 1-00, 2011 Reprint,2018 Reprint


7’ 7’

\\\\

Finished surface

SIDE VIEW

7’7’

Typical tot swing

Use area

PLAN VIEW

Ref. Sec. 2-1004.2 PLATE NO. STD. NO.TOT SWINGING

DEVICES LAYOUT 16-8Rev. 1-00, 2011 Reprint,2018 Reprint

LITTLE LEAGUE INFIELDSTD. NO.

PA-5

PLATE NO.

17-8

C P F MANUALACILITIESUBLICOUNTYFAIRFAX

f.Re Sec. 2 1004.2-

2018 eR print—Rev. 1 00, 2011 Reprint,





Cj = Contraction joint= Expansion jointEj

END 10’FENCEA

: :2’ — 6” 24” MOW

STRIP— SIDELINEFENCE

Cj 3* — 6”6* — 6” C.L. GATEW/ TRANSOMo

I 1COPLAYERS

AREAco o

I^6^' FENCE

Ej oJN Non— reinforced

concreteo JJ

C\2I

TW=12” lO’-O” 12”

inCD

Cj

BATTER WARMUP CAGE( FOR LITTLE LEAGUE AND FAST PITCH SOFTBALL )

fj Non-reinforced concreteC\2Ej

4* sideline fence(see detail)I

See backstopdetails 24” mow strip

(see detail)65’-o”

l ’-0”3 i6” 3’r’-3” 23’ — 9” 24’ — 0”

oI6’ fence A* * * *O o 6’Ol I fence<D CO CO

£ <L> Oa; Ho % Q) cdH a! mH

I * £O

I

woo ^dCU Q}

'd £>

w

14’-0” l l ’-O”11’-1 / 2* H’-O” 8’— 0” B’-0’ll ’-O”

u72’ — 1/2” >i OJ <s

r|W.2H Q.a> H 5?

Ref. Sec. 2-1004.2STD. NO.FOR LITTLE LEAGUE, FAST PITCH &

SLOW PITCH SOFTBALLBLEACHER PAD PLAN

PLATE NO.

PA-921-8Rev. 1-00, 9-01, 2011Reprint, 2018 Reprint


Note: All posts must beset plumb.

7’-3”Cap ends — j i

of pipe©

1-5/8” dia.Standard pipe

JJoI

lO

*** Jj

o* I*Chain link mesh on

field side of post1 5/8” dia. standardpipe (typ.)3” dia. standard —pipe (typ.)1/4” dia. hole —for drainage

Slope l/4” :l’

Finished grade

* co* j

o* I* z>ii

i oI

5” VDOT Class ” A”concrete pad

Slope varies(see site plan)

oIiC\2

Compactedsubgrade riF i

0' //

ip12” Compacted subgradeVDOT Class ” B” -concrete footing 6 ”

<L12”dia.

FOOTINGPOSTBACKSTOP

&

STO. O.D N.

11PA-

PLATE N

23-8


f c.Se.Ke 2 1004.2-

Reprint2018Rev. 1-00, 2011 Reprint,


6 * play area fence Sideline fence(To backstop) (To outfield fence)

< L10* OC max.

2 1/2” OD galvanizedsteel terminal, gate orcorner post

Post cap per specs.i

K #9 gauge 2”

J mesh alum, coated fabric> on field side of posts —3/16” X 3/4” galvanizedsteel stretcher bar

#9 gauge 2” mesh alum, coatedfabric on field side of posts

2” OD galvanizedsteel linepost (typ. )1 5/8” OD galvanized

steel pipe brace^.1 5/8” OD galvanizedsteel pipe, top rail

Post capPer specs

CMI 3/8” dia. diagonal truss

g w r o d w/turnbuckle £assembly -

CO

toGateV

0) oTension wire securedw/hog rings at 24” OC

3’— 0”-3/16” X 3/4” galvan—seized steel stretcher bar

cd^ 0I & i J CO><X

Finish grade OV7|_

LU llll I • H \Mow stripIp (See detail)

». p=s; ; :I ^\* pVD0T Class ” A” Cone,.; Compacted subgrade* I— 95% compaction at

optimum moisture

I ICM • 4 « 4

2 1/2” OD galvanizedsteel sideline fenceterminal post or3” OD sleeve w/cap

6 ” o: ::

Concretefooting

NOTES:1. Horizontal & diagonal braces must occur in both directions at

corner posts.

2. All posts must be set plumb.

Sideline line post must be 2” OD.

Line posts must be spaced equidistant.

Fabric , for sideline fence Sc gate must be 4* for Little League and5’ for softball and baseball.

3.

4.

5.

6. Fabric must have knuckled selvage top Sc bottom.

Dugout fence fabric must be on inside/field side of posts.

Gate must swing away from field toward the dugout.

7.

8.

Ref. Sec. 2-1004.2PLATE NO. STD. NO.

6’ FENCE, CONCRETE PAD,SIDELINE FENCE Sc GATE PA-1224-8

Rev. 1— 00, 2011 Reprint,2018 Reprint


1 5/8” OD galvanizedsteel pipe top rail - -J

Post cap #9 gauge 2” meshalum, coated fabric, on fieldside of post

2” OD galvanized steelline post 10’ OC —

GG(Vo

(V<DI III GO

1/4” :1-Slope

Tension wire with hog.

ring at 24” OC2”

4”

GO<D

>

^^Finish grade&

V «. Mow strip(see detail)

Concrete footing Class ” B”

r«

°oOI /•Compacted bluestone

dust••CM r\ V

6 mil. black polvethylene3 sides of trench

< °o*• +o 76 ” . o

12”dia.

NOTES:

Terminal post must be 2 1/2” OD.1.2. This detail shows mow strip without warning track.3. All posts must be set plumb.

Fabric must have knuckled selvage top & bottom.4.Little League outfield fence must be 6’ high.5.

Babe Ruth and softball outfield fence must be 8’ high.6 .

Ref. Sec. 2-1004.2 PLATE NO. STD. NO.OUTFIELD FENCE PA-1025-8Rev. 1-00, 2011

Reprint, 2018 Reprint


Outfield fence post

Slope l/4” :l’

15’ for softball & baseball10’ for Little League

Playing field<t

12”Finish gradeWarning track2” \

[ 5 ofc O B O B O t o ° O " e O O ° o O

SP 1 'TTt— iff4” x*1 1=1 1 1: i -

Compacted bluestone dust —Compacted VDOT 21A6 mil. black polyethyleneblanket liner cut off at topof 21A sliced to allowdrainage.Concrete footing (see outfield fence detail)

XP-x?-

WARNING TRACK -SECTION

c

Slope 1/4” to 1’12”12”Finish grade

2”t5

— U JCompacted bluestone dustCompacted VDOT 21A6 mil. black polyethyleneblanket liner cut off attop of 21A sliced to allowdrainagePost footing beyond (see-fence detail)

4”i%5 — i i|i— i| i|i -

MOW STRIP SECTIONKef . Sec. 2-1004.2

PLATE NO. STD. NO.WARNING TRACK &

MOW STRIP SECTIONS PA-1426-8Rev. 1-00, 2011 Reprint,2018 Reprint

•N

123’ CDI

Fence•. x , '—* x—^X W X X - . r*v^3 wide

gate—*

2” playing lines > /

. •:C\J-Net post ;<p

^( '(

* •0\

to coI

• I X•r\Anchor co -

j

CO > /

^Net (seedetail)

I.e\.-CO

. co•*. .x- ' ' c\r r\

CO• Q o

•> *

x- • >

Center^mark

9\

< y COco.<'

r 3’r\c\u

21’ 21* '

. x — r •'— x-— -18’ 18’

x——-x* -XX X X X x— X X

l’-6- - l’-6”21’78’21’120’

TENNIS COURT LAYOUTA-P

STD. NO.

15

PLATE NO.

27-8


f.Re c. 1004.2-2Se

Rev. 1—00, 2011 Reprint,2018 Reprint


Note: Contractor to supply nets, post,and center straps per specs.

Center strap, net 3*-0”high at center

>3’-6” Slope surface away

from net post

Top of footing18” x 9* in planTop of footing

18 * x 3* in plan rmrrrmTOEA HMD 2 1/2”

W°& (A 4”'

! * Concretei< <.

See courtpaving detailA - - 4 A :3 -0” l’-0” <

4 l/2” dia. x 10*

rod welded— ^4

AnchorA A CO

1 <

Base of footing18” x 9* in plan

1/2” dia. x 10”rod welded r-e” 6* — 0” r-e”1 * — 6”

3* — 0” 9* — 0”Base of footing18” x 4* in plan4* — 0”

Ref. Sec. 2-1004.2PLATE NO. STD. NO.TENNIS COURT NET AND

CROSS SECTION DETAILS PA-1628-8Rev. 1— 00, 2011 Reprint,2018 Reprint

<L

Fence post

Finished grade

See courtpavingdetail

l’-6”

M/l \l//\i // iMl/ / / / / / / / / / / / / / / / / / / / /

I«lli .1 i i i i o

I Oo oe

£4 O oO 4 o\

o£5 £0 \ OOw o' 12” dia. cone,

footingO \

cd +*t i o

"PH ~a A

0) 0)

o oCO \ ooo »o \

I I .£OH 4 o or»r» OoO oCO \<L> \I £I"PH

o oo

oCOCM o•P a 4 o. ^

O °£ °I £ ° O

O \

o o£ ooso o•l

4 ooCO o /£ o £°

— I I I I I I I I I I I I I I I

FENCE POSTO O.D N.ST.PLATE N

29-8 A-P 17


Ref. Sec. 2-1004.2



2” paint line

colored coat

Filler coats- l ” surface course

(VDOT Type S-5 Asphalt)

" 1 1/2” leveling course(VDOT Type S-5 Asphalt)

Primer

- 4” base course(VDOT 21A Aggregate)

•s*

*9 * “i:

/^vv•• • :

v • •

/ r:.m* •••V•-

/ / / / / / /mlr/wu

Subbase course (VDOT 209aggregate as required)

Filter fabric asrequiredd i i 1 i l l l- •I l l- TT mCompacted subgradeH I I

Ref. Sec. 2-1004.2 PLATE NO. STD. NO.COURT PAVING DETAIL

30-8 PA-18Rev. 1-00, 2011Reprint, 2018 Reprint


j*

COI

- x-— x— x— x— x— X— x— x— x— - X— X— X — X10’ high fenceco

X • XWall

XX05CM O

<MX X

XX3’ wide gate

XT- XT- Xr- X X - : XLCOX' X X . X X ' -TT

CO

11’ 21’18’

l ’-6 — 51’-6”50’

103’

Ref. Sec. 2-1004.2STD. NO.PLATE NO.

TENNIS PRACTICECOURT LAYOUT 31-8Rev. 1— 00, 2011 Reprint,

2018 Reprint


Fence to be installed per tenniscourt fencing specificationJJ

CDI

CM

Fence post cast into wall on 10’centers•j

COI

Color coat all exposed masonrysurfaces per manufacturer’s recommend-ations, color to be shown on plan

u

#5 x 6’ — 9” long at 24” OC

s

Joints to have smooth finish (flush)i•j

o(=uI

>3©

8” CMU

Asphalt pavement and color coat asspecified for tennis courtsnoyir

II'I'HPH£CD O

IC\2

#5 bars at 24” OC measured alongcenterline of wall, alternate horizontalleg left and right, vertical leg ofdowel bar to be 7’-4” long.

*7* rrwx* • ' 4'

** ' .*4 . ?^ *

2’-2” 8”£co5’ — 0”

NOTES:

1. Install #9 wire joint reinforcing every 16” full height ofwall in mortar joint.

2. Fill CMU cavity with 3000 PSI portland cement concrete.Do not use masonry mortar.

3. Reinforcing steel ASTM A615 Grade 40.4. Concrete: 3000 PSI AE Concrete.5. Vertical playing surfaces are to be plumb and true.


TENNIS PRACTICE WALL 32-8 PA-20Rev. 1— 00, 2011 Reprint,2018 Reprint

11 gauge1 3/4 meshvinylcoatedchain linkfabric

Colorcoat

Colorcoat all exposedmasonry surfaces permanufacturer’s specifications

2” wide white line

Court pavement surface

Tensionwire

/2” OD postswith caps "

1 5/8” OD vinyl coatedtop rails

i

11 gauge 1”mesh vinyl coated

chain link fabric

Fabric flushagainst concrete

CMU below grade

^3BX>

CD<DCDS-.2oo

GO

Existing grade

<t<t 26’ — 0”

<L eXJ

12”3’-0” 12” 3’ — 0”9’ — 0” 9’ — 0”

\2 1"

AV

'AVJJoi

coI y

ATATAVATATATATATATATATATATAWAVAWAVATiTAViiWiWiWiVlVTATATATATATATATATATATATATAATAVAVAVATATATATATAVAVAVA*

Jjo

IO

7wtViVi’Fi’i’i’i’lVA’A’A’A’AVAVAVAVAVA

Vi’i’iVi’i’i’i’i’iVi’i’i’i’I’i’i’i’i’iA AVATAVA

K A»A A A .UWiVAVATATATATIATAVATATA'AVATATATAV,ATATATATA'

\~A

'•»

oI

r\

CO

78”co

l iiC\2

Concrete footing10” i iJ

ELEVATIONTENNIS COURT PRACTICE WALL

SO. NO.D.TPLATE N

33-8


. 2 1004.2-Ref. Sec

Rev. 1-00, 2011Reprint, 2018 Reprint


Post cap

1 5/8” OD vinyl coatedtop rail

2 1/2” OD vinyl coatedfence post

4”X

w\

IuC\i\

2See detail on Plate 35-8.

•NW\

I03

Sideline fence fabric

3/16” x 3/4” vinylcoated stretcher bar

Y

•N•N

#11 gauge 1 3/4” meshvinyl coated fabric

'tle\

C\2

End of face wallx

5 i <02

Rest post on asphalt_ Finished grade“4”

oo o o o 4. .?• «

4o o o o •*• 4,- A< V

Ir\ r\ r\ r\ r\<•

*

See fence post detail• A 4. .4'

•:* *44

* .I ' :'*4 4'*4' ?• I A.

.;4 . " , -.4' ' A K -A ' '4• «' <4 4'4 V *.4 .- 4-•• V A4*

•4 V '.4* ‘‘/ i. 4.V 4V •.f -4• 4

%.7*

4 'V . • i4

Ref. Sec. 2-1004.2,Plate 35-8 PLATE NO. STD. NO.TENNIS PRACTICE

WALL ATTACHMENT 34-8Rev. 1-00, 2011 Reprint,2018 Reprint


1/4” x 2” galvanized steel band

End face of wall

Cut a hole for band to fitthrough block. Grout holeas needed for neat appearance

44 • A. < '

< .. <A . <A a•j< A A . A

1/8” x 2” Malleable galvanizedsteel— band vinyl coated

JJ<00 <A A

A< A k l/4”• A '< . </ .<A ' y

2 1/2” 0D vinyl coated line post

8” x 8” x 16” CMU withsquared end, cavity filled with3000 PSI concrete

1”

2”6 ”

PLAN SECTION(From Plate 34-8)

1/8 ”\ 2 1/2”8”

A<

f j AN

4<

A

Galvanized steel 5/8” boltW/2 washers, lock washerand nutSECTION ELEVATION

(From Plate 34-8)

Ref. Sec. 2-1004.2,Plate 34-8 STD. NO.PLATE NO.

TENNIS PRACTICEWALL ATTACHMENT 35-8Rev. 1-00, 2011 Reprint,

2018 Reprint


4” 4”I

2 1 / 2” OD fence posti Fence fabric to be flush

against concrete£CM Typical along entire

top of walliA

A

4..v<:

1 .:%

: /•:i ••• •s* . A :•

Ir'

: M . ' •. A< \

: v .*#IA ••9 < V4N. .*

JJ •* 5*%<4CO > :

VI A1 Standard 8” x 8” x 16”

CMU cavity filled with 3000 PSI concreteA '•

I<v:>.* <* . < *.:

4 *.vA . -o- *i

Masonary joint struckflush typical

**. <rV <1I%•

• .* .*/. '

%:

4 -A IX %

< •>i..<<

». A •< A A YA

•V4

I

Ref. Sec. 2-1004.2STD. NO.PLATE NO.TOP OF PRACTICE

WALL FENCE POST 36-8Rev. 1-00, 2011 Reprint,2018 Reprint


'v.NOTE:

i When 2 or moremodular unitsoccur, only the 2end courts willhave 3’ paved outof bound area.

1

2 OR MORE MODULAR UNITS

f / tW

1 MODULAR UNITORIENTATION

SLEGEND

1st preference2nd preference

DRAINAGE

Ref. Sec. 2-1004.2PLATE NO. STD. NO.TENNIS PRACTICE COURT

DESIGN INFORMATION 37-8Rev. 1-00, 2011 Reprint,2018 Reprint


/ C////

////

// //

//

/ // // / w E/ // // //

/I A/

//

//

/ sOrientation

DRAINAGELegend

1st preference2nd preference

ALTERNATE COURT SIZESUSE AREAS (ft 2 )DIMENSIONS (ft)COURT TYPE

BASKETBALL90 x 58 (5,220)74 x 42Junior high

100 x 66 (6,600)84 x 50High school

110 x 66 (7,260)94 x 50College

70 x 40 (2,800)60 x 30

VOLLEYBALLTENNIS

133 x 73 (9,700)

133 x 121 (16,100)

113 x 39 (4,400)

78 x 36Single

78 x 84Double

78 x 20Practice

Ref. Sec. 2-1004.2PLATE NO. STD. NO.COURTS

DESIGN INFORMATION 38-8Rev. 1-00, 2011 Reprint,2018 Reprint

B —iEEEE Red ColorcoatI I — Green Colorcoat

NOTE: Basketball dimensions are to inside of 2” paint line.Volleyball dimensions are to outside of 2” paint line.

Edge of pavementLLLLLLU-LU-LU-LU-LLLLLLLLLLLLU-LU-LLLLLLLU-LU-LLLLLLI-LLI-LLI-LLI-LU-LU-LLLLLLLLLLLLLU-LU-LU-LU-LLLLLUJILLLLLL

j Edge of^

basketball court (white line)

-LLL

±t±mSBCO m

Edge of volleyball court (yellow line)19’ ma Sbt4’ 115’

SB2’ R

ico -sSS£L -LLULULLULLULL LLLLLLLLLL _LLS: ILLLLLLLLLLLLL LLLLLLLLLL:StSSBBBBBBBBB:LLLL _LLI_LL1_LL1_LL1_1 LKLLLLLLL

_LLLL ILLLLLLLLLLLLL I1 1 1 1 _i— i— i— i— i— i— i— i— (_ (_i— (_ I rv<i-Li-i i l l .Lhbbibhhuhbhbbhi bbbbbbbbbb:bbbb ibbbbbbbbbbbb!tbbbbbbbbb:4J±L -LLLLLLLLLLLLL .LLLLLLLLLL -

i LLI .LLFbbb SSLO LLLr 'LLLLLU

H -r W:318” .LLbb mo CM O CO ffir 6* R bb\a co I LLLLLL L =bbbbibblO

Sb6’ R-LLL

St05

St:LLL/ Volleyball

^ post sleevenet -LLL

:LLLco :LLL3’-LLL

LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLtLbbbbbbbbbblbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLI

LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLllLLLLLLLLLLLLLLLLLLLL LLLLLLLLl LLLLLLLLLLL -LLLttttttttttt ±bb

-LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLl LLLLLLLLLLL

4’4r~~

”7 7’60’l’-9 r-9”

74’

82’

MULTI-USECOURT PLAN

N .OD.STPLATE NO.

39-8


2 1. - 004.2cef Se.R


FAIRFAX COUNTY PUBLIC FACILITIES MANUAL7’

Backstop bySportsplay productsCat No 541-637

KXXXXX— ^ Double-strength’’Super goal” with steelchain net by SportsplayProducts

SiSSSSSi

I

9\oI

II

I

Asphalt must covertop of footing

liiiiiiimiiimiiiimm in iiiiiiini mnnTTT<

I • <.Ia <CO 4 I4CO 4 -I 4t -A I7 .CO

Concrete footing4 4 4'6 ” < • A A %' A it

jj JJ j*

05 05 CM 0505

1’ — 6” 3’ — 6”

FRONT ELEVATION SIDE ELEVATION

O

2” Whitepaint line

i

2’ — 3”i

9” r- Concrete“ footing1’JJ

I05 l’i9”

5’-3” r 6 y 5’-3”

6’ oPLAN VIEW


BASKETBALL BACKSTOP 40-8 PA-26Rev. 1— 00, 2011 Reprint,2018 Reprint

FAIRFAX COUNTY PUBLIC FACILITIES MANUALOverrun area 20’ min. each field

l±r n20’^Corner flag Flag

7 tSide line O3’ CORestrainingline-d P -d

LO ^82 ® £.Penaltykick markkO 30’RCO 30’R / tI :Goalm J K

io .2 d CO I"FH "

CQ S 2 areaGO

GoalHalfway^line >18 18lO

m In ge 2 8 Penaltyarea

Side line 3’R3’R

l_ _

J

300’ min. (100 yds)360’ max. (120yds)

Notes:All dimensions are to the inside edge of lines.

All lines must be 2” wide and marked with awhite non — toxic material which is not injuriousto the eyes or skin.Overrun area may slope up to 5%.

\/ \

/ \Round knob-

Cloth flag—1/2” dia.flexible poleGrade

i / \I Ni j it dI II I I lI 5’2% 2% 2%\ri i\I I iI \ \I II \ \I II \ \I ri \ FLAG DETAILE\i w \\ /I \\ \\ \\ / \ \V / \\ 3DRAINAGE \

Legend S1 preference2 nd preference ORIENTATION

Kef . Sec. 2-1004.2PLATE NO. STD. NO.

SOCCER DESIGNINFORMATION 41-8 PA-27Rev. 1-00, 2011 Reprint,

2018 Reprint

Documents

FAIRFAX COUNTY PUBLIC MANUAL · 2018-12-05 · FAIRFAX COUNTY PUBLIC FACILITIES MANUAL 2-3” dia. reflectors. See detail on Plate 8-8. 1/2” d;a. fabric core wire rope W 6” x