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AP - NOTE 1
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LINE -
POST
INTERMEDIATE / SLOPE POST
-7nn __ __ /4 nil\
NTERMEDIATE
3 WIRES AT 125 mm (5") OC
125 mm
(5')
,LINE POSTS-'
TIE WIRE
GROUND LINE-\
H, m
F, mm
1.50 (5')
750
OR LESS
(30")
OVER 1.50
900
(5')
(36")
LINE
POST
POSTS USED AT GRADE CHANGES > 5%.
f,300 mm (12°)
SLOPE POST
FOR WALL THICKNESS LESS THAN 200 mm
(8"), INSTALL FENCE OUTSIDE WALL
JtL tlVitltUMtIV t
50 mm (2") TO DETAIL, SHEET 2
.. BOTTOM OF FABRIC
CHANNEL WALL. AND WINGWALL AT HEADWALL
HEADWALL
FENCE •-
USE PIPE
RAIL
NOTE 6
HEADWALL
AMERICAN PUBLIC WORKS ASSOCIATION e SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
PUBUCVrlOfZK5 STANDARDS INC.,
CHAIN MNK FENCE AND GATES
STANDARD PLAN
METRIC
GREENBOOK COMM ITEE
600-1
1984
CITY
REV. 1996
SHEET 1 OF 3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
TOLL FREE -qqmmwp' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BARBED WIRE - NOTE 4
END POST\ 7(4 m
f
GATE FABRIC
SAME AS FENCE
FABRIC
100 'mm
(4►►)
PIPE
TENSION ROD
& TIGHTENER
PIPE
��l�l•l!
STIFFENER
�1 �.��♦•••�
900 mm PLUNGER ROD
(36 }
PLUNGER CUP IN
0.03 m3 (1 CF) PCC
POST OD + 200 mm (8")
DRIVE GATE
100- mm (4 01) -
f E (3/8")
"
POST V3 mm (1 /8")
GUSSET
300 mm (12")
NON -SHRINE° FOR LINE
GROUT POSTS,
ELSE 50 mm 100 mm
450 mm (18") (211) �,,
FEN SI ON
BAR
125 mm
x12X mm
(5 5)
TIE WIRE
CHAIN AND LOCK
50 mm
(2.,) R CUT-OUT
3 mm
25 rc� (1") GREATER (1/8.,)
THHN PIPE OD `
POST -=
#15M RE -BAR S3 mm Tl PLATE
)
EMBEDMENT
x 300 mm
(#5 x12")
PLUNGER CUP
.ISOMETRIC
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
METRIC
CHAIN LINK FENCE AND GATES
SHEET 2 OF 3
CHAIN LINK FENCE AND GATE
NOT TO SCALE
I
NOTES:
1. SECURE DRIVE -FIT GALVANIZED CAP TO POST WITH 6 mm (1/4") ROUND-
HEAD RIVET.
2. H DENOTES FABRIC WIDTH AND NOMINAL FENCE HEIGHT. H = 1.5 m
(5') UNLESS OTHERWISE NOTED.
3. IF FENCE WITH TOP RAIL IS SPECIFIED, DELETE STEEL TENSION WIRE AT
TOP, AND PIPE RAILS AT INTERMEDIATE, SLOPE, END AND CORNER POSTS.
EXTEND TENSION ROD TO TOP RAIL_
4. BARBED WIRE SHALL BE USED ONLY WHEN SPECIFIED.
5. POST SPACING IS MAXIMUM 3.0 m (10').
6. FILL CLEAR OPENINGS GREATER THAN 75 mm (3") WITH FABRIC. FOR
OPENINGS LESS THAN 450 mm (18"), TIE FABRIC TO POSTS.
7. USE ONE POST FOR COMBINED SLOPE AND CORNER POST IF TOP OF
CHANNEL WALL IS CONSTRUCTED AS SHOWN FOR "ALTERNATEto
8. STEEL BANDS AT TENSION BARS SHALL BE 3 mm X 25 mm (1/8" x 1"),
MINIMUM, SPACED AT MAXIMUM 400 mm (16").
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES
USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH
UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL
BE ENGLISH VALUES, HOWEVER, ASTM 615 REINFORCING STEEL MAY BE
SUBSTITUTED FOR ASTM 615M STEEL.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
REVISION DESCRIPTION
CHAIN LINK FENCE AND GATES
SHEET 3 OF 3
CITY
OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
o Q� NNSe�O��
R9p
CITRUS
AVENUE WIDENING IMPROVEMENTS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
��' �•� F
s�
1131 W. 6th ST.,SUFTE 350, ONTARIO, CA 91762
(909) 933-5225, (909) 933-5228 FAX
DRAWN BY:
CONSTRUCTION DETAILS
scME:
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY
� " No. 30006
Prepared Under The Supervision Of :
RA
NO SCALE
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM
* EX . 9/30/07
_
DESIGNED BY:
KZ
C US NUE
DATE:
8/17/05
CONDITIONS AND STANDARDS IN EFFECT.
INTO CONFORMANCE WITH C
- 'o>w�~\F�
F cA�
Date
CHECKED BY.
APPRO
/•
DRAWING NO.:
CHAIN LINK FENCE AND GATE
NOT TO SCALE
I
NOTES:
1. SECURE DRIVE -FIT GALVANIZED CAP TO POST WITH 6 mm (1/4") ROUND-
HEAD RIVET.
2. H DENOTES FABRIC WIDTH AND NOMINAL FENCE HEIGHT. H = 1.5 m
(5') UNLESS OTHERWISE NOTED.
3. IF FENCE WITH TOP RAIL IS SPECIFIED, DELETE STEEL TENSION WIRE AT
TOP, AND PIPE RAILS AT INTERMEDIATE, SLOPE, END AND CORNER POSTS.
EXTEND TENSION ROD TO TOP RAIL_
4. BARBED WIRE SHALL BE USED ONLY WHEN SPECIFIED.
5. POST SPACING IS MAXIMUM 3.0 m (10').
6. FILL CLEAR OPENINGS GREATER THAN 75 mm (3") WITH FABRIC. FOR
OPENINGS LESS THAN 450 mm (18"), TIE FABRIC TO POSTS.
7. USE ONE POST FOR COMBINED SLOPE AND CORNER POST IF TOP OF
CHANNEL WALL IS CONSTRUCTED AS SHOWN FOR "ALTERNATEto
8. STEEL BANDS AT TENSION BARS SHALL BE 3 mm X 25 mm (1/8" x 1"),
MINIMUM, SPACED AT MAXIMUM 400 mm (16").
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES
USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH
UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL
BE ENGLISH VALUES, HOWEVER, ASTM 615 REINFORCING STEEL MAY BE
SUBSTITUTED FOR ASTM 615M STEEL.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
600-1
CHAIN LINK FENCE AND GATES
SHEET 3 OF 3
12�CORD DQA\\/1K1G
_S
OG/07
O7
i
CITY
OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
o Q� NNSe�O��
R9p
CITRUS
AVENUE WIDENING IMPROVEMENTS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
��' �•� F
s�
1131 W. 6th ST.,SUFTE 350, ONTARIO, CA 91762
(909) 933-5225, (909) 933-5228 FAX
DRAWN BY:
CONSTRUCTION DETAILS
scME:
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY
� " No. 30006
Prepared Under The Supervision Of :
RA
NO SCALE
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM
* EX . 9/30/07
_
DESIGNED BY:
KZ
C US NUE
DATE:
8/17/05
CONDITIONS AND STANDARDS IN EFFECT.
INTO CONFORMANCE WITH C
- 'o>w�~\F�
F cA�
Date
CHECKED BY.
APPRO
/•
DRAWING NO.:
10
:-
SF
too?•
3247
37
CI ENGINEER R.C.E. 51152 DATE:
_S