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EXP. 03/31 /!2 CONSTRUCTION NOTES
CIVIL
9� a�P
FBF CAI-�Fp� r S CONSTRUCT 4" A.C. PAVEMENT OVER 12" MIN. OF 9590 COMPACTED NATIVE O6 CONSTRUCT CROSS GUTTER PER STD. DETAIL 104 (MODIFIED W=8')
SUBGRADE PER STD. PLAN NO. 1000( SEE NOTES 31 & 32,
& TYPICAL SECTION) 8O CONSTRUCT STREET LIGHT (5800 LUMEN HPSV,
BASIS OF BEARINGS: LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER 2O CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 70 WATT, #7; 25FT) PER STD. PLAN NO. 1016
BEARING ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE NORTHWEST 1/4 O9 CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY GRAPHIC SCALE
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP OF SECTION 24, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF - O CONSTRUCT 8 CURB AND GUTTER PER STD. PLAN N0. 1003 40 0 20 40 80
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, SAN BERNARDINO. Centex Homes ALBUS KEEFE and ASSOC., INC. SIDEWALKS PER STD. PLAN N0. 1005
AS SHOWN ON THE AMMENDING MAP OF TRACT 13750, 2280 Wardlow Circle, Suite 150 1011 N. ARMANDO STREET 40 CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION)
13 ADJUST WATER VALVE CAN, LID AND COVER TO GRADE 1 " = 40'
BLED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH Corona, CA 92880 ANAHEIM, CA 92806 PER STD. PLAN NO. 1015
66, INCLUSIVE, IN THE OF19 E OF THE COUNTY Ph: (909) 279-4000 Ph- (714) 630-1626
RECORDER OF SAN BERNARDINO COUNTY, BEING273-21005O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN N0. 1006 '. 14 ADJUST MANHOLE RIM AND COVER TO GRADE
NORTH 00'30'24' WEST. Fax (909) Fax• (714) 630-06
BENCH MARK: REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. A O QROF ESS/ONAEI-ICASC
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE O q� COYOTE CANYON TRACT 16325
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ��� ���5 0 . C U,y�� �� E N G I N E E R I N Ci
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 0 ' v G' DRAWN BY:
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN s y 937 SOUTH VIA LATA STREET IMPROVEMENT PLANS SCALE:
C.Drn SUITE 500 OS CRIMSON STREET AS SHOWN ABOVE
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER '-L'
TWO WORKING � N0. C041983 � COLTON, CA 92324 _
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 3/31/06 DESIGNED BY: FROM t27 ' WEST OF MILLBROOK WAY DATE:
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. .�C PH. os) 7s3 -o o FAx sos 7s3 -o os o
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG
YOU DIG PREPARED CHR MINS R.C.E. N0. 41983 t5 OF MILLBROOK WAY AUGUST, 2004
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992'. TOLL FREE -800-227-2600 J�ql CIVIC O��Q' EXP. DAT 3/31/ CHECKED BY: Y' DRAWING NO.: 5
1 F of cA��F , p . zo•o.� sec 7 z �_ 3741
NAVD 88 -1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD. 0rzAtV11VG og��o/% qj.; �o DATE. 7 J -M CITY EN EER R.C.E. 51152 DATE: 7
DELTA/BEARING
RADIUS
LEN./DIST''' .
TANG-NT
A
N63'12'39"E
-
36.65
B
10'22'11 "
400.00'
72.39'
36.30'
C
23'25'29"
112.00'
46.12'
23.39'
N764440E
50.00
-
211.45'17
38.00'
140.44'
133.60 '
OF
N44'5923"E
-
50.00
-
G
11 '57'56
112.00'
23.39'
11.74'
H
04'06'52
418.00'
30.02'
15.01'
N52050'28"E
-
117.97
-
N52'50'28"E
-
162.97
-
N52'50'28"E
-
691.15
-
L
N51 '34'05"E
-
90.02
-
MDKNP0QEJ1
90'00'00
25.00'
39.27'
25.00'
N52'50'28"E
-
279.45
-
N52'50'28"E
-
367.45
-
N52'50'28"E
-
117.72
-
N52'50'28"E
-
160.72
-E
Q^m 4j U� U+ 8" TO 6 12+71.83 CRIMSON ST. CIL INT.
z o
FESS N m CURB TRANSITION =9+99.00 MILLBROOK WAY CIL N o0
Q / ® CROWNLINE +
D- C(l� �� 12+71.83 CRIMSON ST. CIL INT. n z t o
=9+98.00 MILLBROOK WAY CIL " W II
Z
_oG , �
EXP. 03/31 /!2 CONSTRUCTION NOTES
CIVIL
9� a�P
FBF CAI-�Fp� r S CONSTRUCT 4" A.C. PAVEMENT OVER 12" MIN. OF 9590 COMPACTED NATIVE O6 CONSTRUCT CROSS GUTTER PER STD. DETAIL 104 (MODIFIED W=8')
SUBGRADE PER STD. PLAN NO. 1000( SEE NOTES 31 & 32,
& TYPICAL SECTION) 8O CONSTRUCT STREET LIGHT (5800 LUMEN HPSV,
BASIS OF BEARINGS: LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER 2O CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 70 WATT, #7; 25FT) PER STD. PLAN NO. 1016
BEARING ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE NORTHWEST 1/4 O9 CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY GRAPHIC SCALE
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP OF SECTION 24, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF - O CONSTRUCT 8 CURB AND GUTTER PER STD. PLAN N0. 1003 40 0 20 40 80
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, SAN BERNARDINO. Centex Homes ALBUS KEEFE and ASSOC., INC. SIDEWALKS PER STD. PLAN N0. 1005
AS SHOWN ON THE AMMENDING MAP OF TRACT 13750, 2280 Wardlow Circle, Suite 150 1011 N. ARMANDO STREET 40 CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION)
13 ADJUST WATER VALVE CAN, LID AND COVER TO GRADE 1 " = 40'
BLED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH Corona, CA 92880 ANAHEIM, CA 92806 PER STD. PLAN NO. 1015
66, INCLUSIVE, IN THE OF19 E OF THE COUNTY Ph: (909) 279-4000 Ph- (714) 630-1626
RECORDER OF SAN BERNARDINO COUNTY, BEING273-21005O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN N0. 1006 '. 14 ADJUST MANHOLE RIM AND COVER TO GRADE
NORTH 00'30'24' WEST. Fax (909) Fax• (714) 630-06
BENCH MARK: REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. A O QROF ESS/ONAEI-ICASC
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE O q� COYOTE CANYON TRACT 16325
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ��� ���5 0 . C U,y�� �� E N G I N E E R I N Ci
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 0 ' v G' DRAWN BY:
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN s y 937 SOUTH VIA LATA STREET IMPROVEMENT PLANS SCALE:
C.Drn SUITE 500 OS CRIMSON STREET AS SHOWN ABOVE
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER '-L'
TWO WORKING � N0. C041983 � COLTON, CA 92324 _
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 3/31/06 DESIGNED BY: FROM t27 ' WEST OF MILLBROOK WAY DATE:
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. .�C PH. os) 7s3 -o o FAx sos 7s3 -o os o
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG
YOU DIG PREPARED CHR MINS R.C.E. N0. 41983 t5 OF MILLBROOK WAY AUGUST, 2004
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992'. TOLL FREE -800-227-2600 J�ql CIVIC O��Q' EXP. DAT 3/31/ CHECKED BY: Y' DRAWING NO.: 5
1 F of cA��F , p . zo•o.� sec 7 z �_ 3741
NAVD 88 -1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD. 0rzAtV11VG og��o/% qj.; �o DATE. 7 J -M CITY EN EER R.C.E. 51152 DATE: 7