HomeMy WebLinkAbout3802-40
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BASIS OF BEARINGS: LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER
THE BASIS OF BEARING IS BASED ON THE WESTERLY BEING A SUBDMSION OF A
LINE OF THE NORTHEAST QUARTER OF SECTION 23, PORTION OF THE SOUTHEAST 1/4 CENTEX HOMES ALBUS-KEEFE AND ASSOC., INC.
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
ON FINAL TRACT MAP NO. 13750,19LED IN BOOK 250, RANGE 6 WEST, SAN BERNARDINO CORONA, CA 92879 ANAHEIM, CA 92806
AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE MERIDIAN, COUNTY . OF SAN PH: (951) 279-3000 PH: (714) 630-1626
OF THE COUNTY RECORDER OF SAN BERNARDINO BERNARDINO. FAX- (951) 279-2100 FAX: (714) 630-1916
COUNTY, BEING NORTH 00°30'24' WEST.
BENCH MARK: Q O REV. REVISION DESCRIPTION
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 /VVVVVVVVWVVWVVWWM /VVVVVVVVVVVVVVVVVV~
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL TWO WORKING
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH BEFORE DAYS BEFORE
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE YOU DIG YOU DIG
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD TOLL FREE ""1-800-227-2600
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NAVID 88 - 1508.56 (FEET) I I RECOvZO 01"W(A(G
ON=- W-11aws
MEMENE'l
OWN== Mm a INN
re
26+00 27+00
RIW
VARIES
5' MIN.
6' SCREEN WALL
PAD
pw
2:1 MAX -
TYPE 'A"
AC DIKE
p
15' 17' VARIES
ACCESS
ROAD
LOW FLOW
2% VARIES VARIES
����-EXIS�TGROUND
15' '-1 —
116' AND 6.5'
TYPICAL CHANNEL SEMM
f=W HORZ
fmV? MERT.
UNE/CURVE DATA
R/W
(D
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
A
11 0 1753"
500.00'
98.60'
49.46'
@
N34-49'39 91w
N/A
243.62'
N/A
C
12022"19"
500.00'
107.97'
54.19'
@
I N22-27'1 9"W
N/A
249.81
N/A
CONSTRUCTION NOTES
2' BENCH
6' SCREEN WALL
2:1 MAX
PAD
-FINISH GROUND PER
ROUGH GRADING PLANS
CONSTRUCT 15'W x 6'H REINFORCED CONCRETE CHANNEL PER
19 f I TYPICAL SECTION AND STRUCTURAL DETAILS ON SHEET 16.
�� O r'-n&tQTi?"r% P WROUGHT ipn&i WALL gw'&tr%g- PER Pg-piup-Ti:-P WALL piA&iq
DATE I ENGR. I CITY I DATE
O CONSTRUCT 15 -FT WIDE ACCESS ROAD WITH 0.25' AC (TYPE B)
OVER 6" 95% COMPACT NATIVE.
O CONSTRUCT TYPE "A" AC DIKE PER CALTRANS STD. PLAN A87.
51 CONSTRUCT WALL EXTENTION (EXTEND VERTICAL STEEL 6')
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT SEAL—ENGINEER CITY OF FONTANA, CALIFORNIA
QROFESSIONgI
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL COYOTE CANYON
9__ ISI 1 Iii 9__ 9__ 9ZD I Iii C---.
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
EFFECT.
ARIC M. TORREYS
NO. 66068 —
Exp. 06-30-06
C v
0 c
937 SOUTH VIA LATA SUITE 500 COLTON, CA 92324
PH. (909) 783-0101 FAX (909) 783-0108
DRAWN BY. UNE wBw
O.S.
DESIGNED BY: PLM AND PROFILE
_/0�00.00 TO STA. 27+00.00
A.T./03-- - - _7 FROM ST "
SCALE:
AS SHOWN
DATE:
NOVEMBER 2005
cl4,,�--
PREPARED BY. ARIC M. TO ON R.C.E. NO. 66068
O
EXPPPA —06
DATE. jl!. g7
CHECKED BY: RO
C.V.A.
_bTY EN ER R.C.E. 51152 DATE:
DRAWING NO.:
3802
25
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