HomeMy WebLinkAbout3893-7BARBED WRE NOTE 4
50 mm (2**) TO TOP
45* Cr FABRIC
CORWR OR
END POST—
CORNER
POSTS USED
WHERE
FEN"
I"
DEFLECTION
GA
RETER
THAN
N 30'
H TEN -It'4W WIRE
NOTE 3
AP N0 T-7 I
LINE POSTS--'
TIE VARE
GROUND UNE. -N
f H, m
F. mm
1'sD (5.)
750
OR LESS
(30-)
OVER 1.50
900
5#1�
(36")
FOR WALL THICI<NESS LESS THAN 200 merr
(8-J, INS -TALL FENCE OUTSIDE WALL
Or -
NF. A[)WAbt
FENCE
v S E p I FE,
RAIL
NOTE F
u u AO'%IWA�_L
'I)
ALTERNATE
'eTOP OF WALL 70F'
Or WALL
-NOTE 7
wiwr-vvr-w
7
5o m SEE EMBEDMENT DE
L
m (2') TO DE
TO SHEET 2
BOTTOM Of FABRIC
CHANNEL WALL AND WINGWALL AT HEADWALL
AWRICAN PUBLIC WORKS ASSOCIATION - SOUTHOW CALIFORNIA CHAPTER
puax WON" sr"AD"m we CHAIN LINK FENCE AND GATES
STANOMM PLAN
METRIC
QM04K)OK COMWMM'��*
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UW VNI'M IMAMMM W%WCAT*ft Pon pUMX WOWS COMMUC'nM'
SHEET I OF 3
q . . 4 :
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Arof L.IVE -Ole
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LA I
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BENCH MARK:
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
MWDSC 3 INCH BRASS DISK STAMPED -33A 1992-.
NAVD 88 - 1508.56 (FEET)
0
C=
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE
1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION
946COAD ORA WIA165
END POST1.2, ro
(4)
I
WAS. GATE
GATE FABRIC
SAME AS FENCE
FABRIC
TENSION ROD
do TIGHTENER
PIPE
STIFFENER
2_4 m (a'
MAX O.C. •
900 mrn PLUNGER ROD-'
PLUNGER CUP IN
0.03 M3 (I CF) PCC
POST DO 200 rnm (8",'
DRIVE GATE
100 mm (4")
00 10 mm (3/8")
-,PIPE (4-) PLATE
POST
300 mm (12') GUSH 1
NON-SHRI.NK FOR LINE
,,ROUT --
POSTS,
NSICN
BAR
5 mr,
125 rnm
5
E W1 RE
,
ELSE SO mm
100 mm
450 mm (15-) (W) (+")
I CHAIN AND LOCK
L (2 ) R 3
TCUT—OU
__j � 25rnm (I-) GREATER
POST HAN PIPE OD
#15M RE -BAR mmn
EMBEDMENT x 300 mm STL PLATE
(#5 x 12":n
)
PLUNGER CUP
ISOMETRIC
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
sTANoAao Ptm
METRIC
600-1
CHAIN LINK FENCE AND GATES
SHEET 2 OF 3
SM ENGFEW
cardex Flom ALBUS-KEEFE wid ASWC, NC.
2290 W6rdm Cft* SLA* 150 1011 It Arnwrido Sb)*M
Cararm, CA 9200 Armhein CA 9M6
PIP (909) 279-4= PIv C7H) 630 -IM
Fer. (ON) 273-2= Far. cm) 630 -IM
DATE I ENGR. I CITY I DATE
RECORD DRAW/NGS
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
SEAL -ENGINEER
NOTES:
1. SECURE DRIVE -FIT GALVANIZED CAP TO POST WITH 6 (1/4') ROUND-
flEAD RIVET.
2. H DENOTES FABRIC WOTH AND NOMINAL FENCE HEIGHT. H = 1.5 m
(5') UNLESS OTHERWISE NOTED.
3. IF V'ENCE WTH TOP RAIL IS SPECIFIED, DELETE STEEL TENSION WRE AT
TOP, AND PIPE RAILS AT INIERMEDIAIE, SLOPE. END AND CORNER POSTS,
EXTEND TENSION ROD TO TOP RAIL,
4. BARBED "RE SHALL BE USED ONLY WHEN SPECIFIED.
5. POST SPACING IS MAXIMUM 3.0 m (10').
s. FILL CLEAR OPENINGS GREATER THAN 75 mm (3") WITH FABRIC. FOR
OPENINGS LESS THAN 450 erm (18-). TIE FABRIC TO POSTS.
7. USE ONE ROS'' FOR COMBINED SLOPE AND CORNER POST IF lop orr
CHANNEL WALL IS CONSTRUCTIE0 AS SHOWN FOR "ALTERNATE.
8 STEEL BANDS Al TENSION BARS SHALL BE 3 mm X 25 mm (1/8" x
MINIMUM, SPACED AT MAXIMUM 400 mm (16").
9 DIMENSIONS SHOWN ON THIS PLAN FOR VETRIC ANO ENGLISH UNITS ARE:
NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUFFS
USED FOR CONSTRUCTION SMALL BE METRIC VALUES. IF ENGLISH
UNI S A -I USED. ALL VALUES USED FOR CONSTRUCTION SHALL
BE ENGLISH VALUES, HOWEVER. ASTM 615 RUNFORCING STEEL MAY BE
SUBSTITUTED FOR ASTV 615v STEEL.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PIAN
METRIC
600-1
CHAIN LINK FENCE AND GATES
S"EET 3 OF 3
z
ARIC MT E NJ I r" -,J E E R 1 r"',J C33 DRAWN BY:
* .
B —
= ewes ;o 937 SOUTH VIA LATA, SUITE 500 COLTON, Q4 92324 O.S.
No.
DESIGNED BY:
PH. (909) 783-0101 FAX (909) 783-0108
Exp. 26-30-10* A.T.
CIVILelf PREPARE QO BY. ARIC M. T ON R.C.E. NO. 66068
CHECKED BY:
OF C EXP. 06-00-_06 1
000,
DATE.•?l AI C.V.A CM
ar 7r r_%
IN11
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
TRACT 16326
WATER QUALITY BASIN "A"
,-*'DETAIL SHEET
m
BY:
152 DATE:
AS SHOWN
DATE:
JUNE 2005
DRAWING NO.:
3893 7