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4.111111 m
WIRES AT 125 mrri OC
AP NOTE i
125 mm
(5")
—LINE POSTS --
TIE MRE
GROUND LINE--
H,
INE-
LINE -
POST
TYPICAL FENCE
INTERMEDIATE SLOPE POST
H. to
F, mm
1.50 (5')
L50
OR LESS
(3cf)
GREATER
500
(5')
rnrn (2") TO
R'
FV im
SHEET OF 3
THAN 3C'
goo mm
BOTTOM Or FABRIC
I C
F
1
(36")
7o-01)
300
(12
,a)
LINE -
POST
TYPICAL FENCE
INTERMEDIATE SLOPE POST
H. to
F, mm
1.50 (5')
750
OR LESS
(3cf)
OVER 1.50
500
(5')
(36")
POSTS'LJSEC AT GRADE CHANGES > 5%_
p rnrn 02")
SLOPE POST JAN.
FOR WALL THICKNESS LESS THAN 2DO mm
(8"), IN57ALL FENCE OUTSIDE: WALL.
rn (2") TO DETAIL,
rM[3rUmcN 1
SHEET 2
BOTTOM OF FABRIC
CHANNEL WALL AND WINGWALL AT HEADWALL
HEADWALL
FENCE -
USE PIPE
RAIL
HEADWALI_
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTMRN CALIFORNIA CHAPTER
PRICIMULGATED Illf THF
PUB UcvvQRKS0TANDA 0914C�
CHAIN LINK FENCE AND GATES
STANDARD PLAN
METRIC
GREEINGOOK COWIM
600-1
104
R'
FV im
SHEET OF 3
USE WITH STANDARD SPECIFICATIONS FOR PUBILIC WORKS CONSTRUCTION
+r rrie•r
TENSION ROD
TIGHTENER
PIPE
STIFFENER.
2.4 rn (S'
MAX O.C.
901) mm PLUNGER ROD'
PLUNGER CLIP IN
0.03 rn3 {l CF) PCC
POST OC, + 200 m- (13")
DRIVE GATE
WALKGATE100 mm {4')
100 MIT -
PIPE
POST
GUSSET
300 mm (12")
NON -SHRINK FOR LINE
GROUT -�,j PCSTS
E
SION
AR
mm
25 mmx II
ORE
LSE 50 mm 100 mmbj
450 mm (15") (2") 4')
I CHAIN D HAiN ANOCK
1�c mm C I `Q T
{2")r'. —OUT
LL -5 mm (I GREATER 3 rnrn
THAN PIPE OD
POST
EMBEDMENT
#15M RE -BAR 3 mm (1 /8')
, -1111) - STIL PLATE
(#5 x 12")
PLUNGER C U P
ISOMETRII
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD
METRIC
600-1
CHAIN LINK FENCE AND GATES
sHEU 2 OF 3
BASIS OF BEARING BEING THE
CENTERLINE OF CATAWBA AVENUE
BETWEEN RANDALL AVENUE AND
MERRILL AVENUE AS PER TRACT
MAP NO. 9200 RECORDED IN MB
128/47
—48 BEING NOO'00'10"E.
BIVI #8-17 ELEV= 1428.609
DEPARTMENT OF TRANSPORTATION
BRASS DISC. MARKED 8-17
NORTH SIDE FO HIGHLAND 1300 FEET EAST
OF CHERRY ON THE BASE OF AN EDISON
TOWER.
NOTES:
1. SECURE DRIVE -FIT GALVANIZED CAP TO POST WITH 6 rrfr, 0/4,") ROUND-
HEAD RIVET.
Z H DENOTES FABRIC II AND NOMINAL, FENCE HEIGHT. H = 1_5
(5*) UNLESS OTHERWISE NOTE:[),
3. IF FENCE WITH TOR SAIL Is vccirw, DELETE STEEL TENSION WIRE AT
TOP, AND PIPE RAILS AT INTERMFDiA_E. SLOPE, END AND CORNER POSTS.
EXTEND TENSION ROD TO TOP RAIL,
-
4. BARBED WIRE SHALL BE USED ONLY WHEN SPECIFIED.
5. POST SPACING IS MAXfMUM .3.0 m (10').
B. FILL CLEAR OPENINGS GREATER THAN 75 mm (3") WITH FABRIC. FOR
OPENINGS LESS THAN 450 mm (16'), TIE FA8RIC TO POSTS.
7. USE ONE POST FOR COMBINED SLOPE AND CORNER POST IF Top OF
CHANNEL WALL 15 CONSTRUCTED AS SHOWN FOR "ALTERNATE.,,
8. STEEL HANDS AT TENSION BARS SHALL E?E 3 mm X 25 mm (1/8'
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 LSED FOR CONSTRUCTION SHALL
BE ENGLISH VALUES, HOWEVER, ASTM 615 REINFORCING STEEL MAY 3E
SUBSTITUTED FOR ASTM 615M STEEL.
AMERICAN PUBM WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER STANDARD PLM
muftle
CHAIN LINK FENCE AND GATES 600-1
SHEET 3 OF a
TOP OF sTaxjwL
PAVEkf64T SURGR"
IIIC��,E'T
TOLL FREE 1-800-227--2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV
3' W. SIZE
NATK SOIL
~ACM WX
G - L hi
45846
Of =
Exp. I
REVISION DESCRIPTION
I Cl %,-I �%_ stAL
F
PAF I
1.5'
1.5'
4
6'! C 0. N C.
4
--
<
FiTeffi
61-101 q ill Lei II
NOTE®
1. ALL DIMENSIONS ARE MEASURED IN INCHES,
2. ALL EXPOSED CORNERS ON PCC CURBS AND GUTTERS TO
BE ROUNDED WITH A 1/2" RADIUS.
3. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED NO MORE
THAN 10 FEET APART.
4, ALL CONCRETE "V"—GUTTERS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE LATEST EDITION OF THE "STANDARD
PLANS FOR PUBLIC WORKS CONSTRUCTION", UNLESS OTHERWISE
INDICATED ON PLANS.
DATE I ENGR I CITY I DATE
OQROEESS/0,ygl
No. 41497
EXP 12/31/05
or CAO
F.G. PER PLAN 2
AC/AB 1 �TM
PER I TYP
PLAN
T
2" X 6" REDWOOD
HEADER
1 1 18"
2"X2"X18" REDWOOD 'Z
STAKE @ 24" O.C.
_Aj 011 :0
-N
----------------- - - -------
REDWOOD HEADER
PREPARED UNDER THE SUPERVISION OF:
FOCUS ENGINEERING, INC.
25 MAUCHLY, SUITE 317
IRVINE, CA 92618
TEL, (949) 450-0590
FAX: (949) 450-0592
DATE
CHARLIE C. LIU, RCE: 41497'
CITY OF FONTANA, CALIFORMA
STORM DRAIN IMPROVEMENT PLAN
DRAWN —BY
SCALE:
J.H. LEE TRACT NO. 16378
DESIGNED BY: TYPICAL SECTION AND DETAIL DATE:
ALEX. C 2005-09-19
CHECKED BY: APPROVED BY:
Alula 0/2 )1,0,r - DWG NO,3943 5CITY ENGINEER R.C.E.. 51152 DATE: