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.0 PROFILE SCALES
�: ,H- RCB I2O.:O L �& W* 0 HORIZ.: 1 "=40'
VERT.: 1 "=4 10+00 11+'00 12 00 13-�00 14 00 15_�00
A -;;7
LINE "C�2 IT
BASIS OF BEARINGS: LEGAL DESCRIPTION:
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
TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN OF SECTION 14, TOWNSHIP 1 NORTH,
ON 19NAL TRACT MAP NO. 13750, FILED IN BOOK 250, RANGE 6 WEST, SAN BERNARDINO
AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE MERIDIAN, COUNTY OF SAN
OF THE COUNTY RECORDER OF SAN BERNARDINO BERNARDINO.
COUNTY, BEING NORTH 073014! WEST.
DCKlt'%U RAAE3V
OWNER/DEVELOPER
CENTEX HOMES
1265 CORONA POINTE COURT
CORONA, CA 92879
PH: (961) 479-9300
FAX. (951) 479-2819
a
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
SOUTHW ST CORN R OF CH RRY AVE. AND SUMMIT AV . 101 A&A&A&VVVVVVVVVVVv%VM /VVVVVVVVVVVVVVVVVV~
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH BEFORE ON THE NORTHWEST CORNER OF A 1 0 FOOT WIDE YOU DIG
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARDMWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
NAVD 88 - 1508.56 (FEET)
TOLL FREE -qmmmmw"' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALER1
REV.
SOIL ENGINEER
ALBUS-KEEFE AND ASSOC., INC.
lOtl N. ARMANDO STREET
ANAHEIM, CA 92806
PH: (714) 630-1626
FAX- (714) 630-1916
REVISION DESCRIPTION
REMOVED 'NOT FOR coNsTRuc-now;
REVISED LINE 'C-2'
�VESS
LLJ N . 41 DATE ENGR. CITY DATE
N
1 15'
6" SCREEN WALL ACCESS ROAD 1 2 " TYP_.
TYP. 2%
34
EXIST
. GROUND
GRAPHIC SCALE
40 0 20 40 80
1 40'
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
8/17/061 AMT STANDARDS IN EFFECT.
SEAL—ENGINEER
0R -_DR_ A -INA GE -E -4S
D&7A IL wA 9
scAt i%v
Co"ONSTRUCTION NOTES
U3 CONSTRUCT GUNITE TRAPEZOIDAL CHANNEL PER DETAIL ON SHEET 17 (D=3.0'J;B=4.0'J;Z=1.5).
CONSTRUCT 12" CUT-OFF WALL (H=4) WITH REBAR @ 12" O.C. BOTH WAYS.
CONSTRUCT 15' WIDE ACCESS ROAD WITH 0.25' AC (TYPE "B") OVER 6 95% COMPACT NATIVE.
CONSTRUCT 114 TON CONCRETE RIPRAP PER CALTRANS STD. SPEC. SECTION 72 (METHOD "'B") AND DETAIL ON SHEET 17.
CONSTRUCT TRAPEZOIDAL CONCRETE CHANNEL PER SECTION B -B ON SHEET 10.
GRADE PER PLAN. CONSTRUCT REMOVABLE PIPE BARRIER PER LANDSCAPE PLANS. CONSTRUCT WARPED WINGWALLS PER CALTRANS STD. PLAN D86A.
CONSTRUCT 6'W x 3'H RCB PER CALTRANS STD. PLAN D80.
LNE/CURVE DATA
(D
DELTA/BEARING
RADIUS
LEN./DIST.
7414 7 EC
N34 -58'5131E
---
54.32 9
---
41-32259 $I
100.00'
72.52'
37.94'
N76 -31'50"E
---
322.00
L
64*01'28"
60.00'-1
67.05 9
fPCC
25.51 --.25.46
FS
_7
U3 CONSTRUCT GUNITE TRAPEZOIDAL CHANNEL PER DETAIL ON SHEET 17 (D=3.0'J;B=4.0'J;Z=1.5).
CONSTRUCT 12" CUT-OFF WALL (H=4) WITH REBAR @ 12" O.C. BOTH WAYS.
CONSTRUCT 15' WIDE ACCESS ROAD WITH 0.25' AC (TYPE "B") OVER 6 95% COMPACT NATIVE.
CONSTRUCT 114 TON CONCRETE RIPRAP PER CALTRANS STD. SPEC. SECTION 72 (METHOD "'B") AND DETAIL ON SHEET 17.
CONSTRUCT TRAPEZOIDAL CONCRETE CHANNEL PER SECTION B -B ON SHEET 10.
GRADE PER PLAN. CONSTRUCT REMOVABLE PIPE BARRIER PER LANDSCAPE PLANS. CONSTRUCT WARPED WINGWALLS PER CALTRANS STD. PLAN D86A.
CONSTRUCT 6'W x 3'H RCB PER CALTRANS STD. PLAN D80.
LNE/CURVE DATA
(D
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
N34 -58'5131E
---
54.32 9
---
41-32259 $I
100.00'
72.52'
37.94'
N76 -31'50"E
---
322.00
L
64*01'28"
60.00'-1
67.05 9
37.51
35' SOUTHERN CALIFORNIA EDISON RIGHT-OF-WAY
13' 1 (330') 15' 6.5 6.5 6' SCREEN WALL ACCESS ROAD 1 2 2
0. 5' 2 TYP. 2Z
4 34
�-VARIES
EXIST.
2 GROUND
.SECTM 9C -Cg
mra
Bas I
IC M. TORREYSO E Ci I r* ---J E E R I C5 DRAWN BY -
No. 66068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S.
Exp. 06-30-08 PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY-
A.T.
- cm PREPARED BY. ARIC M. TORREYSON R. C. E NO. 66 68 CHECKED BY:
41 OF C EXP 06-30— C.V.A.
DATE. ll"Imr
35' SOUTHERN CALIFORNIA
EDISON RIGHT-OF-WAY
13' (330')
6.5 6.5 % MEET EXIST. GROUND
.SE-C7M W -By
Ama
C 11%
ITY OF FONTANA, CALIFORNIA
COYOTE CANYON
UNE wC-2w SCALE:
PLAN PROFILE AS SHOWN DATE:
JOA
M ST) 1 .0 STA. 14+91.20 AUGLW 2005
AP PR DRAWING NO.: ln
3803 28
dTY ENGINEER R.C.E. 51152 DATE: