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��3+6,RV88_B.C-__ CONSTRUCTION NOTES
A F-1 X 2 3,+ 9. 2 2 S WR. ST STA. 22+80.45
2 CIL C8 spi So
/1" 9 0.6 P. E. 94-0- INE S 24+08.30 EC OCONSTRUCT 10. O'W x 8. O'H MODIFIED RCB PER CALTRANS
0 0 T. SD = 1644.96
98.3 P. E. 1 9 6. 4 P. E,---- 94.5 P. E. 91.8 P.E. P-. E--- TOP S WR. 1643.96
/T 5 5' 6# 21' 52 5# STD. DWG. NO. D80 AS SHOWN ON SHEET 17.
N M
REINFTR.
Bb
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CONSTRUCT 72" RCP (D -LOAD PER PROFILE).
96.9 P.E.
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46.27 46.21 F45.64 4 145.88 45.84 STD. DWG. NO. D80 AS SHOWN ON SHEET 17.
L ff ff a 8 m�� liq A*=I& qq In 0" A r-) _r__j _21 I I -Tr Itrr . 1- -1 _\ I Tr% I I Tr%
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BASIS OF BEARING&
MAINLINE
LATERAL
STRUCTURE TYPE
I A
B
Ic
D1
D21
L
ELEV. "sr
ELEV. "R"
ff ff 1;;� --,fz J_ .1 1 yj.1 fl) I Z-1 f r L ki
AG U5 CONSTRUCT MANHOLE PER APWA STD. DWG. NO. 323-1.
irc-IrA R E -L. I CURB &T CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 333-1.
LINE "C "
LINE "C- 1
TS 341-1
38* 12'25
78
10. 77'
1 O'Wx8'H
8 IWX82 H
- - -
1646.31
1646.83
LINE "C "
LINE "C-3"
JS 331 -1
30*02 ` 13
42
8.09,
1 O'Wx8'H
10 `Wx8'H
- - -
1648.83
1649.02
0
n
OF 11-iE COUNTY RECORDER OF SAN BERNARDINO
Lai GU77ER \-STRAIGHT GRADE GU77ER
cr_ - M-& 72 XZ rnsm.1%r- At; 70 �xi 11 9 rr)AICT01 IrT TOA MCITInhf CT01 IrTI 10C' DC'D A DIAIA CTr) 01 A hi
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BASIS OF BEARING&
LEGAL DESCRIPTION:
OWNER/DEVELOPER
SOIL ENGINEER
A
E
0
THE BASIS OF BEARING IS BASED ON THE WESTERLY
BEING A SUBDMSION OF A
N/A
40-26'55 92
01
LINE OF THE NORTHEAST QUARTER OF SECTION 23,
PORTION OF THE SOUTHEAST 1/4
CENTEX HOMES
ALBUS-KEEFE AND ASSOC., INC.
N/A
-0
>%
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
1 38.42'
-0
ON FINAL TRACT MAP NO. 13750, RI ED IN BOOK 250,
RANGE 6 WEST, SAN BERNARDINO
CORONA, CA 92879
ANAHEIM, CA 92806
E
a-
AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE 01-H - E
MERIDIAN, COUNTY OF SAN
PH: (951) 479 -MO
PH: (714) 630-1626
0
n
OF 11-iE COUNTY RECORDER OF SAN BERNARDINO
BERNARDINO.
FAX: (951) 479-2819
FAX- (714) 630-1916
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UNU=_/CLq1ft DATA LIP LIP \-STRAIGHT GRADE rx'"'r LIP LIP
0
DELTA/BEARING
RADIUS
LEN./DIST.
TANGEN
A
NOO@00'1 7"E
N/A
585.88'
N/A
40-26'55 92
90.00'
63.54'
3 3.16'
N40-27 9 11 99 E
N/A
20.46'
N/A
48054'52"
1 45.00'
1 38.42'
1 20.47' 1
CM Z. VALLEY U8 CONSTRUCT TRANSITION STRUCTURE PER APWA STD. PLAN 342-1.
OF
m Olt
GWHIC SCALE %.0mL
40 0 20 40 80 LOCAL DEPRESSM DETAL.
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mmm� SCALE 1 10
lop = 402
BENCH MARK: REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER
CITY OF FONTANA, CALIFORNIA
0
0 DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
C14 CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COYOTECANYON
06
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ARIC M. TORREYSO ]I I rNJ E E R.-_ I r�,sJ C_7A�
E rssJ Cj DRAWN BY- LJNE wCw SCALE:
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 /VVVVVVVVVVVVWWWWM t0A%A&vvvvvvAvvvvvm
(n FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 66068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. PLAN P PROFILE AS SHOWN
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 06-30-08 PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY- Om 00.00 TO 24+08.30 DATE:
(D ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND A.T. GLW 2005
YOU DIG
YOU DIG cm PREPAR- Y. ARIC M. RREYSON R. C. E. NO. 66068
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD STANDARDS IN EFFECT. EXP. 06,-.40- CHECKED BY: DRAWING NO.: 4
0 MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". TOLL FREE 1-800-227-2600 /Z\ 9_`�COPZO 1q1Z4w11,1ci 01105-111 OF L_ 2
-1-i C.V.A.
NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DATE. 7111,04 3803 28
REVISED LINE 'C' DESIGN 5/5/06 AMT 4w
GINEER R. C. E. 5115 2 DATE:
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