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HAWKER CRAWFORD CHAAMEL
FOR GRADING IN THIS AREA
11+09.92 LYTLE ROAD CONSTRUCTION NOTES
SEE HAV9KER-CRAWFORD
4
CHANNEL PLANS END BERM
2 -3: 1
1v 10� 1 / v
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" A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED
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END EP TRANSITION
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2 N 2:1
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--- ----
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END EP TRANSITION CALTRANS RIW
- D
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:END &G pl, V,�, ki
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NE OF SIGH T
1,0' ADJUST SEWER MANHOLE RIM TO GRADE
S 00'1- V=55 MPH ? 50+41.04 To lZur Q11" 58+40.00-w-
4 p /A I C-3F\�ADJAIG P -LAN .010 ADJUST VALVE CAN AND LID TO GRADE
LEGEND: END IMPROVEMENT
00
LfO7 A U) END OF TRANSITION INSTALL 1-4" AND 1-6" PVC SCH 40 IRRIGATION SLEEVES
T R�j z -� 7
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3 2 SAWCUTIREMOVE EXIST. A.C. PAVEMENT UCT 6" A.C. DIKE PER STD. DETAIL 136
v
EXIST 12 WA TER CURVE/LINE DATA
v PROP. SD
LINE Zoo I? PROTECT IN PLACE DELTA/BEARING RADIUS LEN./DIST. TANGENT CURVE) LINE DATA
PERDING. 1p.�3803 RIW CIL
z0z EP EP RIW
DUICM C�IAMCW ROAD MMICER CMWF<W CHNNEL
GRAPHIC SCALE
40 0 20 40 80
1 to 40v
BASIS OF BEARINGS- LEGAL DESCRIPTION:
BEARINGS ARE BASED ON THE WESTERLY LINE OF
THE NORTHEAST QUARTER OF SEC11ON 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO.
AS SHOWN ON AMENDING MAP OF TRACT NO. 13750,
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
66, INCLUSIVE, IN THE OF19CE OF THE COUNTY
RECORDER OF SAN BERNARDINO COUNTY, BEING
NORTH O(T30'24! WEST.
BENCH MARK:
DESCRIBED BY METROPOLITAN WATER DWROT 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
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'.
NAVD 88 -1508.56 (FEET)
I I I � I AL WAVAVA I A I A I A I A I A I A I A I A A&
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
OWNER/DEVELOPER
Centex Homes
1265 Corona Pointe Court
Corona, CA 92879
Ph: (951) 479 -MOO
Fax- (951) 372-2819
REV. I REVISION DESCRIPTION
z \ 9 /=-r c c > r --7.v t � � /- i w
�1� ADDED SHEET 12
SOIL ENGINEER
ALBUS-KEEFE and ASSOC.,
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
PK- (714) 630-1626
Fax. (714) 630-1M6
DATE I ENGR. I CITY I DATE
01105111
I I i 1 0, 1
58' 1 1 52 .9
35 $ 1 8" 1 15 .9
F ESS 2 1 6 2.0%
<C11
2
GRADED
SWALE
GROUND
cIv1\1
r- ^ A I vr-
15'
2.07,
0.50
SECTION 'A ff-vAp
N.T.S.
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND'CAFRED FORTH'IN A DILIGENT MANNER, THE CITY ENGINEER
MAY REQUIRE REVISIONS 710 THE PLANS TO BRING THEM INTO -
CONFORMANCE WITH CONDITIONS'AND STANDARDS IN EFFECT.
8' 29
6 2 1
2
GRADED
SWALE EXIST.
GROUND
SEAL -ENGINEER
?IQ) f E S S10
D. c
-co
w.
C.D
NO. C0419 3
I �,\ EXP. 3/31/08 /��
� 4N�
%4
OF CNV\�- zvR�
AE11CASC
E r ---J Cj� I E E R I r*�J C5
937 SOUTH VIA LATA
SUITE 500
COLTON, CA 92324
PH. (909) 783-0101 FAX (909) 783-0108
PR RIS D. g_UMMINS R. C. E. NO. 41983
3 1/08
DA
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
PORTION OF 100'
PARABOLIC FLARE
-
66.51 .9
L
120' BA Y TAPER
-
120.52
M
N89-22'03"JIE
-
65.50
N
169-14'31 111
2. 00'
5.91'
21.24'
0
N89 -22'03"E
-
53.01
-
F
N8922'03"'E
-
121.64
-
89-42'18 .11
35. 00'
54.80'
34.82'
90.19,19 11
35. 00'
55.17'
35.20'
(D
18o-oo'oo 11
2. 00'
6.28'
INFINITE
T
N89 023 1 41 $1 E
-
532.20
227.01 1
AE11CASC
E r ---J Cj� I E E R I r*�J C5
937 SOUTH VIA LATA
SUITE 500
COLTON, CA 92324
PH. (909) 783-0101 FAX (909) 783-0108
PR RIS D. g_UMMINS R. C. E. NO. 41983
3 1/08
DA
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY- COYOTE CANYON ROAD
OS
DESIGNED BY- RIM S;ON U ON CONDITION
OS
CHECKED BY- APP VED 8
Q -a SBC C'ITFY ENGINEER R.C.E. 51152 DATE:
SCALE:
AS SHOWN ABOVE
DATE:
OCT. 2006
DRAWING NO.: 12
3800 12
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
N89 723'41 "E
-
138.00
L
N89 723'41 "E
-
767.69
M
N89 723'41 "E
-
304.90 1
N
N89 723'41 "E
-
246.15
0
180*00,00"
7. 00'
21.99'
INFINI TE
N89 723'41 "E
-
46.90
55-48'56 .11
35. 00'
34. 10'
18.54'
07'10'44 .9.1
621. 00'
77.81'
38.96'
N89-23`41s'E
-
100.67
-
T
41 *26 1 56 11
600.00'
434.05'
227.01 1
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY- COYOTE CANYON ROAD
OS
DESIGNED BY- RIM S;ON U ON CONDITION
OS
CHECKED BY- APP VED 8
Q -a SBC C'ITFY ENGINEER R.C.E. 51152 DATE:
SCALE:
AS SHOWN ABOVE
DATE:
OCT. 2006
DRAWING NO.: 12
3800 12