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1 36 93 1/4 TON CONCRETE RIPRAP
1_�PER CALTRANS STD. SPEC.
SECTION 72 (METHOD 99 B 99
PLACEMENT).
9" NO. 3 BACKING
PER CALTRANS STD. SPEC.
SECTION 72.
El I TE"D C" A D D 1 r%
TYPICAL 1/4 TON CONCRETE RIPRAP SECTION
NTS
ONSTRUCTION NOTES
6) CONSTRUCT 78" RCP ( D—LOAD PER PROFILE )
CONSTRUCT 10.0'W x 8.0'H MODIFIED RCB PER CALTRANS STD. DWG. NO. D80 SHOWN HEREON.
M @) CONSTRUCT 6' CHAINLINK CHANNEL WALL FENCE PER APWA STD. DWG. 600-1.
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CONSTRUCT 8.0'W x 8.0'H MODIFIED RC8 PER CALTRANS STD. DWG. NO. D80 SHOWN HEREON.
z CONSTRUCT JUNCTION STRUCTURE PER APWA PLAN 3 — 1.
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BASIS OF BEARINGS.
LEGAL DESCRIPTION:
E
THE BASIS OF BEARING IS BASED ON THE WESTERLY
in 0
BEING A SUBDIVISION OF A
E 0 1
LINE OF THE NORTHEAST QUARTER OF SECTION 23,
PORTION OF THE SOUTHEAST 1/4
L_ -0
0
TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN
-w >,
ON FINAL TRACT MAP NO. 13750, FILED IN BOOK 250,
OF SECTION 14, TOWNSHIP 1 NORTH,
RANGE 6 WEST, SAN BERNARDINO
P E
AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE
MERIDIAN, COUNTY OF SAN
OF THE COUNTY RECORDER OF SAN BERNARDINO
COUNTY, BEING NORTH O(Y30'247 WEST.
BERNARDINO.
cn
QWNER/DEVELOPER
CENTEX HOMES
1265 CORONA POINTE COURT
CORONA, CA 92879
PH: (951) 479-9300
FAX: (951) 479-2819
L_
4--
C (0
7 0
1 0
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
clq
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
CD os
N
LO INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE rl \_j
1__� 0- SOUTHWEST CORN R OF CHERRY AV . AND SUMMIT AV . 101 L�T /VVVVVVVVVVVVVVVVVV~
6 a)
45 cn FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL
E -6 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH BEFORE
0 a)
z C ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
a) YOU DIG
M c- CA I Cm ASIN 0.8 F00 I SOU I m Or Cum FAC . A 0 1 ANDARD
C 0 MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
*� .1
� CO
L_ 0 NAVU bb - I Wb.Ob t�- I
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TOLL FREE -qqmmmw' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
M,
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LINE *9'C-1"
E ss
V. <
LL -i �00
wi7,w
SOIL ENGINEER
ALBUS-KEEFE AND ASSOC., INC.
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
PH: (714) 630-1626
FAX: (714) 630-1916
REVISION DESCRIPTION
R�5colzt? PRAWI^fq
REV11SED LINE "C' DESIGN
STA. 10+27.75 LINE iuc� i j"?
ELEV. "R"=1646.83
I
INSIDE WALL
OF RCP
A. 10+16.98 LINE "C 1
EV. X "S "_ 1646.31
6.5 1
7
110
It Ank 99
I
41 18 R/W
VARIES
T 0 5 �/�_c
8 — -- — — — — — — — — 3 - — — — — — — — — -- — 3
1 21 69
/**"- LINE lyCl
INSIDE WALL
OF TRANSITION
STRUCTURE
/111K
DATE ENGR. CITY DATE SFAL-ENGINEER
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENT$ NOT IRVOESS/
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
," MIC M. TORREMYSO
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, a
I C= No. 66068
TH : E CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp.06-30-08
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT. cm
01/05//( OF C
5/5/06 AMT
(T2+ 2 91)
SINGLE RCB PE
CALTRANS STD.
PLAN D80
SECTION A -A
NTS
TS
,_12/nADD SACR CIAL CONCRETE C
OVER REINFORCING STE -1-11
E NJ C�A I r%-sJ E E R, I NJ CA- 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.
//7
PREPAR W,18Y. ARIC RREYSON R. C. E NO. 66068 CHECKED BY:
EXP. 0,
DATE. C.V.A.
MEET
EX. GROUND
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
BY -
EFF p
'oop
LINE wCw
SCAI-E:
AS SHOWN
DATE:
AUCWST 2005
DRAWING NO.:
3803 28
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