HomeMy WebLinkAbout4086-1610'-0" Maximum S acin
Typical Rail ruse Panel
End or Corner Post, line Past
2 i Nom. Dia. x 7'-4,P
Std. Golv. Pipe With Galv. Cap
1 Ga. Wire Ties;
' a t,1,2" O.C.„,,,,,,,,,,,
1
114 Nom. Std. Galv.
i e Rail (t
I `12 Go. x 1
`D Min. at 16”
I Max O.C. `
�7'�i'Ii1ltutIIWgu�II'MIan
i
Outside
go' Spring Steel
Tension Bar
Diameter
Diameter
Diameter
per Foot
Tension Bar
3/1' x 3 f 4Min.
Pension Wire With
(inches)
�f
p iu —•u IVIUAi[nurn oiauulllu
Typical Rail & Truss Panel
L
Post, 2 1/2 Nam. Dia. x 7'-4"
— Std. Galv. Pipe With Galv. Cap
! . r
Intermediate Post, 3" Nom.
Dia. x 7'-10" Std. Galv. Pipe
With Golv. Cap
Outside
go' Spring Steel
Tension Bar
Diameter
Diameter
Diameter
per Foot
Tension Bar
3/1' x 3 f 4Min.
Pension Wire With
(inches)
�f
/16" x 3/'4 M in.
1 1/4
°
1 go. Wire Ties
,
'�
1,900
:1.610:
a '"�7 ga. Spring Steel Tension
2
2.375
2.067
t 24" O.C.
21/2
2" Mesh, 72"
2.469
5.790
Wire With 11 go. Wire Ties `
3.500
3.068
7.580
3 1/2
4.000
hoin Link Fabric
9.110
4
` t 24" O.C.
4.026
10.790
6
6.625
Top of Channel Udall
-4
8
8.625
For Corners, Typical___
28.55
°
Rail & Truss Wire_-
;d:• - .=e:'
Panel To Join Post n
.12 Lona,
=Both
Directions �-�: r : --
TYPICAL
FENCE
ELEVATION
.. d`
:. -a.: =__ Light—Weight Metal
SCALE 194 _
2'
p iu —•u IVIUAi[nurn oiauulllu
Typical Rail & Truss Panel
L
Post, 2 1/2 Nam. Dia. x 7'-4"
— Std. Galv. Pipe With Galv. Cap
! . r
Intermediate Post, 3" Nom.
Dia. x 7'-10" Std. Galv. Pipe
With Golv. Cap
Headwall or
Parapet
Fence Post
BASIS OF BEARINGS:
TYPICAL FENCE ELEVATION ON SLOPE
SCALE 1" = 2'
10'-0" Maximum Spacing T Rail & 4' 0"
Typical Rail & Truss Panel T cuss Panel�� Clear Opening
1 1 /'4 Nom. Std. Galv.
Pipe Rail (typ.) With
11ga. Wire Ties at 12"' O.C.
2" Mesh, 72"
iin Link Fabric
ga. Spring Steel Tension
'ire With 11 go. Wire Ties
t 24" O.C.
I il. A d 4 18" Long, Liaht Weight Metal
II �l d 4nserts (See Note 8) K, it
AI
'Top of Headwall or Parapet
., 4' j .
'4 a '.
10112, W_
FENCE f fArON
B
Fasten Gate
Catch to Post
2" Mesh, 72"
Chain Link
Fabric ---a,
ension Bar
1115 x. 314Min.
Cut—Out for
Chain & Lock
wtyp•) ,
Light—Weight Metal .::::: bottom at Frame with
A: " �.
A. ` .:Inserts (See Nate 8} = - -. 11 Go. Wire Ties at 12 Q.G. _ ® .: a =
Q.'s� d : .
TYPICAL DOUBLE DRIVE GATE
SCALE 1 " = 2' 10'-0"
Gate Post
Nom. Dia. x 7'-10" St(
Golv. Pipe With Galv. Cop
'1114 Nom. Std, Galv.
Pipe Rail (typ.)
/8" Tension Rad With
Adjustable Tightener
and Fittings
(See Note 7)
44 ... .4
4
�I A
4
A I1. J A.. 4 A '
� A
° `4U 2" Nom. Dia. Std, Golv. Pipe a
for Gate Frome.lie Fabric to 18" Lona, Light—Weight
Q `Top and Bottome of Frame With Metal Inserts (See Note 8)
11 Ga. wire lies at 12. U.C. a A'
.TYPICAL WALK GATE
SCALE 1 " = 2'
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
It
Where Spacing Exceeds 10'-0AP
Install 2 '1, 27'-4" Sta. Galy,
Pipe Line Posts With Galv. Eye
Type Caps for Top Rail and 12"
Long Light Weight Metal Inserts
at Equal Intervals of 10'-0" or
Less
Where Panel Spacingon
Slope Exceeds A 10'-0" Install
2 1/2 x 7'-4" Sta. GaIv. Pipe
Line Posts With Gaily. Caps
for Top Rail and 12" Long
Light—Weight Metal Inserts
at Equal Intervals of 10'-0"
or Less
Intermediate Past
3" Nom. Dia. x 7°-10"
Std, Galv. Pipe With
Golv. Cap
M0 FNIIAIMMHI=�=
Nominal
Outside
Inside
Tension Bar
Diameter
Diameter
Diameter
per Foot
(inches)
(inches)
(inches)
�f
/16" x 3/'4 M in.
1 1/4
1.660
1.360
2.270
'�
1,900
:1.610:
a '"�7 ga. Spring Steel Tension
2
2.375
2.067
3.6501
21/2
2" Mesh, 72"
2.469
5.790
Wire With 11 go. Wire Ties `
3.500
3.068
7.580
3 1/2
4.000
hoin Link Fabric
9.110
4
` t 24" O.C.
4.026
10.790
6
6.625
6.065
18.970
8
8.625
7.981
28.55
I- lI of Channel Wall
11
.12 Lona,
:` := :�=.' ; : ita°.. ®-:• - $ A- .flop
Ii _- . 4:
.' .:: _p A..a:
I Light—Welaht Metal A _- ' _ A..
A Inserts (See Note 8) p a�li 1; ��:.:18 Lang,
-
.. d`
:. -a.: =__ Light—Weight Metal
4 _: Inserts (see Note 8)
N Tvo. Rail &
Clear Opening Varies 12'-0" to 26'-0"
Tvo. Rail & A
Headwall or
Parapet
Fence Post
BASIS OF BEARINGS:
TYPICAL FENCE ELEVATION ON SLOPE
SCALE 1" = 2'
10'-0" Maximum Spacing T Rail & 4' 0"
Typical Rail & Truss Panel T cuss Panel�� Clear Opening
1 1 /'4 Nom. Std. Galv.
Pipe Rail (typ.) With
11ga. Wire Ties at 12"' O.C.
2" Mesh, 72"
iin Link Fabric
ga. Spring Steel Tension
'ire With 11 go. Wire Ties
t 24" O.C.
I il. A d 4 18" Long, Liaht Weight Metal
II �l d 4nserts (See Note 8) K, it
AI
'Top of Headwall or Parapet
., 4' j .
'4 a '.
10112, W_
FENCE f fArON
B
Fasten Gate
Catch to Post
2" Mesh, 72"
Chain Link
Fabric ---a,
ension Bar
1115 x. 314Min.
Cut—Out for
Chain & Lock
wtyp•) ,
Light—Weight Metal .::::: bottom at Frame with
A: " �.
A. ` .:Inserts (See Nate 8} = - -. 11 Go. Wire Ties at 12 Q.G. _ ® .: a =
Q.'s� d : .
TYPICAL DOUBLE DRIVE GATE
SCALE 1 " = 2' 10'-0"
Gate Post
Nom. Dia. x 7'-10" St(
Golv. Pipe With Galv. Cop
'1114 Nom. Std, Galv.
Pipe Rail (typ.)
/8" Tension Rad With
Adjustable Tightener
and Fittings
(See Note 7)
44 ... .4
4
�I A
4
A I1. J A.. 4 A '
� A
° `4U 2" Nom. Dia. Std, Golv. Pipe a
for Gate Frome.lie Fabric to 18" Lona, Light—Weight
Q `Top and Bottome of Frame With Metal Inserts (See Note 8)
11 Ga. wire lies at 12. U.C. a A'
.TYPICAL WALK GATE
SCALE 1 " = 2'
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
It
Where Spacing Exceeds 10'-0AP
Install 2 '1, 27'-4" Sta. Galy,
Pipe Line Posts With Galv. Eye
Type Caps for Top Rail and 12"
Long Light Weight Metal Inserts
at Equal Intervals of 10'-0" or
Less
Where Panel Spacingon
Slope Exceeds A 10'-0" Install
2 1/2 x 7'-4" Sta. GaIv. Pipe
Line Posts With Gaily. Caps
for Top Rail and 12" Long
Light—Weight Metal Inserts
at Equal Intervals of 10'-0"
or Less
Intermediate Past
3" Nom. Dia. x 7°-10"
Std, Galv. Pipe With
Golv. Cap
M0 FNIIAIMMHI=�=
Nominal
Outside
Inside
weight
Diameter
Diameter
Diameter
per Foot
(inches)
(inches)
(inches)
Lbs.
1 1/4
1.660
1.360
2.270
11/2
1,900
:1.610:
2.720
2
2.375
2.067
3.6501
21/2
2.575
2.469
5.790
3
3.500
3.068
7.580
3 1/2
4.000
3.548
9.110
4
4.500
4.026
10.790
6
6.625
6.065
18.970
8
8.625
7.981
28.55
NOTES
1. ALL CHAIN LINK FENCE MATERIALS, FITTINGS AND INSTALLATION SHALL CONFORM TO
THE LATEST EDITION OF THE DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS, SECTION 80, "FENCES" AND THIS SPECIAL DRAWING.
2. THE FENCE FABRIC SHALL BE PLACED ON THE OUTWARD FACING SIDE OF THE POSTS,
STRETCHED TART, AND SECURELY FASTENED, UNLESS OTHERWISE SHOWN ON THE PLANS.
. CLEARANCE BETWEEN RIGHT—OF—WAY AND FENCE FABRIC SHALL BE " UNLESS OTHERWISE
SHOWN ON THE PLANS.
4. ALL GATES SHALL OPEN INWARD, EXCEPT IF OTHERWISE NOTED IN SPECIAL PROVISIONS.
. ALL CHAIN LINK FENCE MATERIALS, FITTINGS AND INSTALLATION SHALL CONFORM TO
THE LATEST EDITION OF THE DEPARTMENT OF TRANSPORTATIONS STANDARD
SPECIFICATIONS, SECTION 80, "FENCES" AND THIS SPECIAL DRAWING.
6. SECURE GALVANIZED CAP TO POST WITH 1/4" GALVANIZED ROUND HEAD RIVET, OR RACK WELD.
7. ADJUSTABLE TIGHTENER SHALL BE TURNBUCKLE OR EQUIVALENT, HAVING A 6" MINIMUM T'AKEUP.
8. DIAMETER SIZE OF LINE, INTERMEDIATE„ CORNER, END AND GATE POSTS TO BE AS SHOWN
ON THIS SPECIAL DRAWING.
9. ALL BOLTED HARDWARE ITEMS SHALL ALSO BE TACK WELDED IN SUCH A MANNER AS TO
PREVENT REMOVAL BY UNAUTHORIZED INDIVIDUALS.
10. FOR WALL THICKNESS 12" OR GREATER, USE POST SIZE AS SHOWN. FOR WALL THICKNESS LESS
THAN 12", USE POST SIZE AS FOLLOWS:
END, CORNER, INTERMEDIATE, HEADWALL, PARAPET & WALK GATE POST — 21/2 " NOM. DIA,
LINE POSTS — 2" NOM. DIA. DOUBLE DRIVE GATE POSTS — " NOM, DIA.
!
ypical Rail & Truss Panel
End Post, 3" Nom.
Dia. x 7'-10" Std. Galv.
Pipe With galv. Cap
7 go. Spring Steel
Tension Wire With
11 go. Wire Ties
at 24" O.C.
3/
P Tension Rod
ith Adjustable
Tightener and
Fittings
Q (See Note 7)
I
a
Tension Bar
1 1/4 Nam. Std. Galv. 3/16 x 3/4Min. A
Pipe Rail (typ.) X18" Long,
A Light—Weight Metal
a Inse72"ts (See Nate 8)
w a
».
2" Mesh, 72 a A,
Chain Link Fabric �" ` 7 Qa. Spring Steel
'Tension Wire With
d.. 11 ga. Wire Ties
at 24 U.G.
. A d
'Top of A
i
a.
Channel a � l� I� 1 t
Wall
.4 e5�
Headwall or
Parapet
Fence Post
12 Go. x 1"
Min. at 16"
Max. O.C.
Fill Clear
Openings
Greater Than 4
With Chain Link
Fabric
Headwall or
RCB Parapet
REV,
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULDSEAL—ENGINEER
CONSTRUCTION TI N CSF THE UI IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
I' OWN HEREON AND CARRIED FORTH IN DILIGENT ENT MANNE , THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING
THEM INTO CONFORMANCE WITH CONDITIONS ANDT N I IN
EFFECT.
N�
� ARIC M. TaRREYso �
No. 66068
Exp.06-30-08 �
���� CIV1l a��`�
OF CAS\F
AFIAI�CASC
937 SOUTH VIA LATA„ SUITE 500 COLTON, CA 92324
PH. (909) 783-0101 FAX (909) 783-0108
QRAwN QY:
O.S•
DESIGNED 6Y:
A. M.
PREPAREP�,.- : APIC M. T REYSON R.C.E. NO. 66065
EXP. 0 —06
DATE. _
CHECKED (3Y:
C.V.A.
-
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