HomeMy WebLinkAbout3802-13LOOP 3/4" STEEL
CABLE AROUND
UPSTREAM
SIDE OF PIPE
COLUMN
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0
AS SHOWN ON PLAN
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1/4 TON CONCRETE
ROCK PROTECTION,
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STEEL PIPE
CABLE ANCHOR
TERMINAL DETAIL
N. T. S.
114 TON CONCRETE
SIDE SLOPE
ROCK PROTECTION,
SEE CLAMP
ANCHOR TERMINAL
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8"0 SCHEDULE 40 -
STEEL PIPE 15.0' L.F.
TYP
TRASH I RACK
3/4" STEEL CABLE
SEE CLAMP
ANCHOR TERMINAL
DETAIL THIS SHEET
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10"0 SCHEDULE 120
STEEL PIPE SLEEVE
9.0 L. F. TYP.
r�v�.n rr�V ���, �►v►v,
114 TON CONCRETE
ROCK PROTECTION,
OWNERIDEVELOPER
CENTEX HOMES
1265 CORONA POINTE COURT
CORONA, CA 92879
PH: (951) 279-3000
FAX: (951) 279-2100
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q
N CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
LO
�FD
a INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE _
cn SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 AM /VVVVVVVVVVVVVVVVVWM
45 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL
E a FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
Z a) ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE
�o YOU DIG
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
oJ MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
NAVD 88 - 1508.56 (FEET)
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
ENCASE EACH STEEL PIPE
SLEEVE IN 1.5' WIDE TRENCH CONCRETE
TYPICAL ELEVATION1.
NITS
FOR TRASH RACKS
TOE OF SLOPE
TRASH RACK
114 TON CONCRETE
ROCK PROTECTION,
Typll'-%AL PLAN FOR TRASH RACKS
NTS ��•$S/Q�j
SOIL ENGINEER
ALBUS-KEEFE AND ASSOC., INC. W o. 416
1011 N. ARMANDO STREET Exp - 3/3 L
ANAHEIM, CA 92806
PH: (714) 630-1626'7
30 1626c!'� CIV11.
FAX: (714) 630-1916 OF
REVISION DESCRIPTION DATE ENGR. CITY DATE 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
R�co,ep P� u�v
��G o110511� �r-woo .�•l• l EFFECT.
TA CK WEL
EXIST GROUND
6 "0 STEEL PIPE
'CHEDULE 80
iz.o
"_l
TOP VIEW
114 TON CONCRETE
SIDE SLOPE
ROCK PROTECTION,
SEAL—ENGINEER
QRo :ESSIoNgI
Fyc
W ARIC M. TORREYSO
rz 66068
No.
Exp.06-30-06
7,
Clvi\'
ATF OF C
12 "0, 1/8" THICK
DIAMOND PLA TE
TOP OF SLOPE
FABRI CA TED PLATE
COVER SEE DETAIL
THIS SHEET
O
�i
12 "0, 118" THICK
DIAMOND PLATE
CUT TO ABOVE
DIMENSION
0
0
0
SECURE FABRI CA TED
CO VER TO 8 "Y STEEL
PIPE WI TH 3/4"
STEEL CABLE
DRILL 1 "0
HOLES TYP
8 "Y STEEL PIPE
SCHEDULE 40
1 /4 TON CONCRETE
ROCK PROTECTION,
w
LO
PER PLAN
10" 0
SCHEDULE 120
PIPE SLEEVE
FILL LOWER 1.0' OF 10"0
SCHEDULE 120
PIPE SLEEVE WITH
CONCRETE
1.5'
WI DE TRENCH
SECTION B -B
N TS
TACK WELD
6 "0 STEEL PIPE
SCHEDULE 80
DRILL 1 "0 TYP HOLE TO
SECURE FABRI CA TED
CO VER TO 8 "0 STEEL
PIPE WI TH 3/4"
STEEL CABLE
5.625"
DRILL 1"'0 TYP HOLE TO
C%4
BASIS OF BEARINGS:
LEGAL DESCRIPTION:
00
THE BASIS OF BEARING IS BASED ON THE WESTERLY
BEING A SUBDIVISION OF A
� •°
LINE OF THE NORTHEAST QUARTER OF SECTION 23,
PORTION OF THE SOUTHEAST 1/4
o
TOWNSHIP 1 NORTH RANGE 6 WEST S.B.M. AS SHOWN
OF SECTION 14, TOWNSHIP 1 NORTH,
z E
ON FINAL TRACT MAP NO.13750, FILED IN BOOK 250,
Q(if a
INCLUSIVE,
AT PAGES 48 THROUGH 66 INCLUSIVE IN THE OFFICE
6 WEST, SAN BERNARDINO
mo
OF THE COUNTY RECORDER OF SAN
MERIDIAN, COUNTY OF SAN
oNBERNARDINO.
I
COUNTY, BEING NORTH 00'30'24' WEST.
BENCH MARK:
r�v�.n rr�V ���, �►v►v,
114 TON CONCRETE
ROCK PROTECTION,
OWNERIDEVELOPER
CENTEX HOMES
1265 CORONA POINTE COURT
CORONA, CA 92879
PH: (951) 279-3000
FAX: (951) 279-2100
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q
N CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
LO
�FD
a INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE _
cn SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 AM /VVVVVVVVVVVVVVVVVWM
45 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL
E a FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
Z a) ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE
�o YOU DIG
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
oJ MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
NAVD 88 - 1508.56 (FEET)
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
ENCASE EACH STEEL PIPE
SLEEVE IN 1.5' WIDE TRENCH CONCRETE
TYPICAL ELEVATION1.
NITS
FOR TRASH RACKS
TOE OF SLOPE
TRASH RACK
114 TON CONCRETE
ROCK PROTECTION,
Typll'-%AL PLAN FOR TRASH RACKS
NTS ��•$S/Q�j
SOIL ENGINEER
ALBUS-KEEFE AND ASSOC., INC. W o. 416
1011 N. ARMANDO STREET Exp - 3/3 L
ANAHEIM, CA 92806
PH: (714) 630-1626'7
30 1626c!'� CIV11.
FAX: (714) 630-1916 OF
REVISION DESCRIPTION DATE ENGR. CITY DATE 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
R�co,ep P� u�v
��G o110511� �r-woo .�•l• l EFFECT.
TA CK WEL
EXIST GROUND
6 "0 STEEL PIPE
'CHEDULE 80
iz.o
"_l
TOP VIEW
114 TON CONCRETE
SIDE SLOPE
ROCK PROTECTION,
SEAL—ENGINEER
QRo :ESSIoNgI
Fyc
W ARIC M. TORREYSO
rz 66068
No.
Exp.06-30-06
7,
Clvi\'
ATF OF C
12 "0, 1/8" THICK
DIAMOND PLA TE
TOP OF SLOPE
FABRI CA TED PLATE
COVER SEE DETAIL
THIS SHEET
O
�i
12 "0, 118" THICK
DIAMOND PLATE
CUT TO ABOVE
DIMENSION
0
0
0
SECURE FABRI CA TED
CO VER TO 8 "Y STEEL
PIPE WI TH 3/4"
STEEL CABLE
DRILL 1 "0
HOLES TYP
8 "Y STEEL PIPE
SCHEDULE 40
1 /4 TON CONCRETE
ROCK PROTECTION,
w
LO
PER PLAN
10" 0
SCHEDULE 120
PIPE SLEEVE
FILL LOWER 1.0' OF 10"0
SCHEDULE 120
PIPE SLEEVE WITH
CONCRETE
1.5'
WI DE TRENCH
SECTION B -B
N TS
TACK WELD
6 "0 STEEL PIPE
SCHEDULE 80
DRILL 1 "0 TYP HOLE TO
SECURE FABRI CA TED
CO VER TO 8 "0 STEEL
PIPE WI TH 3/4"
STEEL CABLE
5.625"
DRILL 1"'0 TYP HOLE TO
„
7.981
SECURE FABRI CA TED
COVER WI TH 3/4"
STEEL CABLE
8" 0 STEEL PIPE
SCHEDULE 40
FABRICATED COVER
PLATE DETAIL
NTS
E I\I G I I\I E E IR I� C1 DRAWN BY:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S.
PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY:
A.T./O.S.
25Z
M. REYSON R.C.E. NO. 66068 CHECKED BY:
�j/ DATE. / V� C.V.A.
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
DETAILS REMOVABLE
H RACKS
APPR D BY•
CftY ENGINEER R.C.E. 51152 DATE:
SCALE:
AS SHOWN
DAM-
NOVEMBER
AM -NOVEMBER 2005
DRAWING NO.:
13
3802 25
�.£i+Faas.s.