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BASIS OF BEARINGS- LEGAL DESCRIPTION:
E THE BASIS OF BEARING IS BASED ON THE WESTERLY
0 BEING A SUBDIVISION OF A
-w LINE OF THE NORTHEAST QUARTER OF SECTION 23,
(n I TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN PORTION OF THE SOUTHEAST 1/4
(D E
L_ OF SECTION 14, TOWNSHIP 1 NORTH,
ON FINAL TRACT MAP NO. 13750, FILED IN BOOK 250,
RANGE 6 WEST, SAN BERNARDINO
C-4
:3 AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFF] -
L_ 4 MERIDIAN, COUNTY OF SAN
6-1
T) OF THE COUNTY RECORDER OF SAN BERNARDINO
BERNARDINO.
COUNTY, BEING NORTH 00'30'24! WEST.
c: (D
;;;o0
0 REV. REVISION DESCRIP11ON
04
(D C OCT
N
LO
CL
do - I
(n
IVVVVV��� /VVVWVVWWVVWWWM
E -6
a Q)
DIAL TWO WORKING
BEFEIRE DAYS BEFORE
0 YE1U DIG YOU DIG
en
OWNER/DEVELOPER
CENTEX HOMES
1265 CORONA POINTE COURT
CORONA, CA 92879
PH: (951) 479 -MOO
FAX: (951) 479-2819
C) TOLL FREE 1-800-227-2600 Z:n RECO12P 0/;24w/Hq
_j A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT /2\ REMOVED 'NOT FOR coNsTRuc-nONN
NOTE: EX. UNDERGROUND FACILITIES TO BE
PROTECTED IN PLACE EX. ACCESS ROADS
TO BE RESTORED TO PRE-EXISTING
CONDITION.
2 ---------------
��-] 1
fo%^KIO�r!1311 1f0%"r1^K1 Kl^�11`11=0
1.5 .4
EARTHEN CHANNEL
NTS
2
n
2 ` MIN.
(Typ.)
1701.65
1701.65 FS
FS 1700.55
EBRIS RACK CAGE
H=2. 0 ''LAN D93C /I
CONSTRUCT
6" CLASS B CONCRETE
6" X 6" - W1.4 X W1.4
WELDED WIRE MESH (W.W.M.)
CONSTRUCT --k.
6 of CLA(SS 8 CO CRETE
6 'If X 6 to - W;W4 X W 1 - 4
W15,
WELDED �E H (W. W. M.)
24
MIN.
of
12
1698.65
FL
60 of
CSID
114
1 11
36 it 36
RCP CSID r12+39.72
_,� �11 I I F_ / 1691.59 INV
6 'MIN
24 MIN.
8 of MIN. F-4-8 MIN.
(D
(�)
CONSTRUCT 36" RCP (D -LOAD PER PROFILE).
LEN./DIST.
COYOTE CANYON RD._YL INT
A
N07050'02"E
N/A
+96.76 DUNCAN CANYON RD. CIL
@
CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-2.
CSP RISER
45.00
8.71 3
CONSTRUCT CSP RISER PER DEFAIL HEREON.
NTS
- PROP. RIW
1106.00'
GRADE EARTHEN CHANNEL PER SECTION HEREON.
CSP RISER INLET PER MODIFIED
OCEMA STD. PLAN 132 7.
D
NOO@55'48"W
CONSTRUCT CONCRETE V -DITCH PER DETAIL HEREON.
159.11'
N/A
4 4'
REMOVE CONCRETE BULKHEAD.
I I A I r� 77 rm"% 77
LM/CUFNE DATA
(D
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
A
N07050'02"E
N/A
34.51'
N/A
@
11-05'21
45.00
8.71 3
4.37
C
020 19'31
1106.00'
44.88'
22.45'
D
NOO@55'48"W
N/A
159.11'
N/A
SOIL ENGINEER BENCH MARK:
ALBUS-KEEFE AND ASSOC., INC. DESCRIBED BY METROPOLITAN WATER DISTRICT SO. CALIFORNIA 1992 RANCHO CUCAMONCLA, NEAR THE
1011 N. ARMANDO STREET INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT
ANAHEIM, CA 92806 AVE. 101 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF
PH: (M) 630-1626 SUMMIT AVE. SET FLUSH ON THE NORTHWEST CORNER OF A 10 FOOT WIDE CATCHBASIN 0.8 FOOT SOUTH OF
FAX: (714) 630-1916 CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'.
NAVID 88 - 1508.56 (FEET)
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT N BERNARDINO COUN
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL FL CONTROL DI CT
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE SUBMITTED BY- CHIEF, FIELD ENUft4gWNG DIMSION DATE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING RECOMMENDED BY: '000� :�� -
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN APPROVED BY- A5WTANT FLOOD CONTROL ENGIF�� DATE
B/T7/061 AMr A -Vt& EFFECT. _.11111111111111111 FLOOD CONTROL ENGINEER
SEAL -ENGINEER
R :BS/n
ARIC M. TORREYSO
No. 66068
Exp.06-30-08
c I v I
OF
EXR
12 to
61,
3" CLASS "B" CONCRETE
WITH 6"x6"-1.4Wx1.4W
WELDED WIRE MESH
CONCRETE V -DITCH
NTS
E rNJ CA� 1 rs-,J E E R, I NJ C-3-
937 SOUTH VIA LATA SUITE 500 COLTON, CA 92324
PH. (909) 783-0101 FAX (909) 783-0108
I
EIYBY. ARIC M. "RREYSON R. C. E. NO.
DATE.
DRAWN BY-
O.S.
DESIGNED BY-
C.V.A.
2' MIN.
(Typ.)
CONSTRUCTION
JOINT (OPTIONAL)
GWHIC SCALE
40 0 20 40 80
1" = 40'
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
wDw
FRORLE
F`Wg� 0*00.00 TO 12+40.22
ff. Z/. 4;k:5
ITY ENGINEER R. C. E. 5115 2 DATE:
SCALE:
AS SHOWN
DATE:
AUGUST 2005
DRAWING NO.:
3803 72/8