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STA. 29+ 79.63
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A
N 1 8019'26"W
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I ONO 12+23.93 66.,Yb L I.
10% MAX SLOPE)
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CONSTRUCT 12" CUT-OFF WALL (H=4) WITH #4 REBAR
47:
48
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CONSTRUCT 114 TON RIPRAP PER CALTRANS STD. SPEC.
L1vu RIPRAP N
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L;1NiIEF,,wC- lu, 0 FG= 1736.53 -072-1 SECTION 72 (MEFHOD "B") AND DEFAIL ON SHEET 17.
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30+73.27
CONSTRUCT TON CONCRETE RIPRAP (T=4.5) W1 12 NO. 3
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SOUTPERAI CALIFORNIA STA. 10+00.00 LINE"C-1B" CIL INT."--'- -93.93
APJ\J 226-072- 17
CONSTRUCT LIGHT CLASS CONCRETE RIPRAP (T=2.5) W1 9" NO. 3
D RIPRAP TRAA
S ON RI GPT OF WA Y - 1 CIL BACKING AND FILTER FABRIC PER CALTRANS STD. SPEC. SECTION
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ISITION
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STA. 30+19.63 17p3/00 INV.
GRADE PER PLAN.
\END RIPRAP TRANSITIO0
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EREON, CONSTRUCT CONCRETE CHANNEL TRANSITION DIMENSIONS PER
-A ON SHEET 10).
PROFILE.
P728. 00 INV. (STEEL AND CONCRETE PER SECTION A
0�
PROPOSED DRAINAGE EASEMENT
PROPOSED DRAINAGE EASEMENT
12+30.85 78.94' RT
ope
END RIPRAP
5,TA. 112 9 +9 9. 6 3' FG= 1729. 00
3
EN 0 IF, TRANSI T/ ON ',30-�,-49.65 67.00' RT
7�
GRADE TO MEET EXIST GROUND
BEGIN RIPRAP CHANNEL D RIPRAP
TRANSITION FG= 1735. 00 (10% MAX SLOPE)
(8=10'jl D=3'.* Z=2.0') 15
1727.00 INV. GRADE TO MEET EXIST GROUND
(10% MAX SLOPE) 2%
2
VARIES 2 VARIES
V. PER PLAN PER PLAN
BASIS OF BEARING& LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER 4 EXIST GROUND 6' MIN.
THE BASIS OF BEARING IS BASED ON THE WESTERLY BEING A SUBDIMSION OF A 35 A
UNE OF THE NORTHEAST QUARTER OF SEC11ON 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 1265 CORONA POINTE COURT 1011 N. ARMANDO STREET CIVA, GRAPHIC SCALE sEcTm rA.Av 114 TON RIP RAP
ON FINAL TRACT MAP NO. 13750, FILED IN BOOK 250, OF SECTION 14, TOWNSHIP 1 NORTH, CORON& CA 92879 ANAHEIM, CA 92806 40 0 20 40 80
AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE RANGE 6 WEST, SAN BERNARDINO PH: (951) 279-3000 PH: (714) 630-1626 OF C tua
OF THE COUNTY RECORDER OF SAN BERNARDINO MERIDIAN, COUNTY OF SAN FAX. (951) 279-2100 FAX: (714) 630-1M6 Vp 401
COUNTY, BEING NORTH W30'24! WEST. BERNARDINO. I I
SEAL -ENGINEER
BENCH MARK: - REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. 1� ::�
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL COYOTE CANYON
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE r�D ARIC M. TORREYSO E r" -,J Ci I rNs-1 E E R I r%,-%4 Ci DRAWN BY- SCALE:
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE rri PLM AND P719LE
U-1
C= O.S. ASSHOWN
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 No 66068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324
DIAL LJNE "CAK D UNE "C-113'
TWO WORKING DESIGNED BY- x DATE:
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING PH. (909) 783-0101 FAX (909) 783-0108 /�N
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE Exp.06-30-06 A.T./O.S. AUGUST 2005
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU DIG THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN cjv�\_ PREPA13,jWD BY. ARIC TORREYSON R. C. E. NO. 66068 APPRO AM
TOLL FREE e OF C EXP�)WAT - 0 -30 CHECKED BY: <� DRAWING NO.: 15
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". 1-800-227-2600 C.V.A. Z
NAVID 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT AZFzC0E-C> C)91-1W1A1q EFFECT. V -7z DATE. . <' 1? 2! 2:7 3803 28
4 1 C1* ENGINEER R.C.E. 51152 DATE
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