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CORNER IN
POSTS USED
WHERE
FENC ' 'IN
DEFLECTION
GREATER
THAN 30'
H TEN NNARE
-NOis. 3
CAP -- NOTE 1
i00 mm BOTTOM OF FABRIC !F
t u.! 200 m
1,4
300 mr i � �
(� 2►►) I� I~
TYPICAl l FENCP.
3 WIRES A'1 12^ t'11m (5 OC I
LINE -
POST
INTERMEDIATE / SLOPE POST
T.\/% _ !. —.1.
r H- m
F. mm
CHAIN LINK FENCE AND GATES
750
OR LESS
(3061)
'OVER 1.50
900
(5'r
(361
LINE
PO='
J '
+� POSTS USED AT GRADE CHANGES > 5%
3>)0 mm (12"')
-4 -
INTER MEDIATE SLOPE POST AM
FOR WALL THICKNESS LESS THAN 200 rnm
(8"�. INSTALL FENCE OU-TSIDE WALL
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PENCE -
USc. PIFs
RAIL
NOTE C
HEA()WALL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PUSIX WORKS W1RDINC..
SANTS
CHAIN LINK FENCE AND GATES
STANDARD LAN
C
GREENSOOKCOwMI"7Z:
600-1
,M,
R 'MD
SHEET t OF 3
LISE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -1
END POST 1.2
)
'lf K III.
WAL K CA' E
PIPE
POST
GATE FABRIC
SAME AS FENCE
FABRIC
100 m m;
TENSIOI'
& TIGH•
POST Ob + 200 mm (8")
DRIVE GATE
100 mm (4")
iE(3/8")
6J V3 mm (1/$")
300 mrr► (12")
G �..� � ��`' � T
Nati-- SHRINK FOR LINE
GROUT -_,-,POSTS,
ELSE 50 ,mm 100 mwrn
450 rnm (1$) (2) (�'l►)
50 mrn
(z") K
L2.5,rn!m (1") GREAiEftHAN PIPE OD �
POST
ENSIGN
BAR i
25 mm 1.
c 125
,5" V _")
.
TIE WIRE J f
CHAIN AND LOCK
CUT—OU-1
(1/8
r3 /m rn
\1 I ^1►1
h pp #15M RE -BAR 3 mm (1/8")
E M D E D M E N T x wo mem STI-. PLATE �
(#5x12)
PLUNGER CUP
ISOMETRIC
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD FLAN
METRIC
600-1
CHAIN .INK FENCE AND GATES
SHEET 2 OF 3
NOTES:
1. SECURE DRIVE -FIT GALVANIZED CAP TO POST WITH -0 mrz. (1/4") ROUND—
HEAD RIVE -j.
2. i"I DENOTES FABRIC WIDTH AND NOMINAL FENCE HEIGHT. H � 1.5 m
(5') UNLESS OTHERWISE NOTED,
3, IF FENCE W�TH TOP RAIL IS SPEC?FIED, DELETE STEEL TENSION W RE AT
TOP, AND PIPE RAILS AT INTERMEDIATE, SLOPE, END AND CORNER POSTS.
EXTEND TENSION ROD TO TOP RAH.
4. BARBED WIRE SHALL BE USED ONLY WHEN SPECIFIED.
5. POST SPACING IS MAXIMUM 3.0 m (10').
6. FALL CLEAR OPENINGS GREATER THAN 75 mm (3") WITH FABRIC. FOR
OPENINGS LESS THAN 450 mm (18"), TIE FABRIC 7O POSTS.
7. USE ONE POS` FOR COMBINED SLOPE AND CORNER POST IF TOP OF
CHANNEL 'WALL IS CONSTRUCTED AS SHOWN FOR "ALTERNATE".
8. STEEEL BANDS AT TENSION BARS SHALL BE 3 mm X 25 mrn. (1/8" x '
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 VAF UFS
USEu FOR CONSTRUCTION SHALL BE METRIC VALUES, IF ENGLISH
UNITS ARS USED, ALL VALUES USED FOR CONSTRUCTION SHALL
BE ENGLISH VALUES, HOWEVER, ASTM 615 REINFORCING STEEL MAY BE
SUBSTITUTED FOR ASTM 615!'. STEEL.
BASIS OF BEARINGS: LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER 2
THE BASIS OF BEARING IS BASED ON THE WESTERLY BEING A SUBDIVISION OFA ' No. 4 6
LINE OF THE NORTHEAST QUARTER OF SECTION 23, PORTION OF THE SOUTHEAST 1/4 CENTEX HOMES ALBUS-KEEFE AND ASSOC., INC. Ex�.3�3 ill Z
TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN OF SECTION 14, TOWNSHIP 1 NORTH, 1265 CORONA POINTE COURT 1011 N. ARMANDO STREET
ON FINAL TRACT MAP NO. 13750, FILED IN BOOK 250, CORONA, CA 92879 ANAHEIM, CA 92806
AT PAGES 48 THROUGH 66 INCLUSIVE IN THE OFFICE RANGE 6 WEST, SAN BERNARDINO PH' (951) 279-3000 PH: (714) 630-1626 qj� �\3
' MERIDIAN, COUNTY OF SAN �F ��'
OF THE COUNTY RECORDER OF SAN BERNARDINO BERNARDINO. FAX' (951) 279-2100 FAX' (714) 630 1916
COUNTY, BEING NORTH 00'30'24' WEST.
BENCH MARK: Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEaL—ENGINEER
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA
Q1OFESSIDNA
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. �
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL COYOTE CANYON
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE o
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE W ARIC M. TORREYSO E N I E E �I N DRAWN BY: LINE ' %AND "B" SCALE:
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 No, 66068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. AS SHOWN
DIAL TW❑ W❑RK I NG DESIGNED BY: = STORM DRAIN MPROVEMENTS DATE:
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH BEF❑RE .� DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING Exp. 06-30-06 PH. (909) 783-0101 FAX (909) 783-0108
ON THE NORTHWEST CORNER OFA 10 FOOT WIDE A.T /O.S. D L EET NOVEMBER 2005
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU DIG THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN s�9rF clvi�- Fo��`� XP. E B 6 A3�C M. TORREYSON R.c.E. No. ssos8 CHECKED BY. APPR e
OF CA�� DRAWING NO.: 2
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". TOLL FREE 1-800-227-2600 C.V.A. �� Z �/• a,6
NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Xz COP -P 01CAW i,UG 01105111 EFFECT. DATE: 3802 25
' / CIT ENGINEER R.C.E. 51152 DATE:
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