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EXP. 03/31/12 * S 6 /
1Q� Tc l 1 y
01 CARL , ��P s6.6� FS
`Oo�cA��F� 9
N 10 T
62.7 FC
~ BASIS OF BEARINGS: LEGAL DESCRIPTIONS �; �0 4� ,�,��
�X7
g
� OWNER/DEVELOPER SOIL ENGINEER _ a � 'goo. <<e
BEARINGS ARE BASEDON 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 ry ec �Oxs °O PFP BOOK yq Y
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP OF SECTION 24, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF ,�• mac, ��� 9 09 Riv, c
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, SAN BERNARDINO. Centex Homes ALBUS-KEEFE and ASSOC., INC. GRAPHIC SCALE `O �,58�, s 9 4N c r
AS SHOWN ON THE AMMENDING MAP OF TRACT 13750, 2280 Wardlow Circle, Su to 150 1011 N. ARMANDO STREET 40 0 20 40 80
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH Corona, CA 92880 ANAHEIM CA 92806 STMA Tch� �� �� 64'
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY Phi (909) 279-4000 Phi (114) 630-1626 SF �' 71.A
CORDEROOF SAN BERNARDINO COUNTY, BEING Fax (909) 273-2100 Fax (7`14) 630-1916 1 = 40 F S) yF 03 >S
NORTH 0'3 '24' WEST. FT 4 CD FC
41
`n BENCH MARK•
CONSTRUCTION NOTES
1A CONSTRUCT 4" A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE
SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32;
& TYPICAL SECTION)
2O CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003
4O CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION)
PER STD. PLAN NO. 1015
5O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006
6O CONSTRUCT CROSS GUTTER PER STD. DETAIL 104 (MODIFIED W=8')
O7 CONSTRUCT 6"-8" CURB & GUTTER TRANSITION
PER STD. PLAN NO. 1003
8O CONSTRUCT STREET LIGHT (5800 LUMEN HPSV;
70 WATT; #7, 25FT) PER STD. PLAN NO. 1016
O9 CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY
SIDEWALKS PER STD. PLAN NO. 1005
1 1 INSTALL STREET NAME SIGN WITH STOP SIGN (R1-1)
BELOW PER STD. DETAIL 139
13 ADJUST WATER VALVE CAN, LID AND COVER TO GRADE
14 ADJUST MANHOLE RIM AND COVER TO GRADE
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q p CITY OF FONTANA, CALIFORNIA
o QROFESS/pNq
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE �, o. c� COYOTE CANYON TRACT 16325
ICASC
01
rZ INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT <v`� ��S E N Ci I N E E IZ I N G
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �� �s y 937 SOUTH VIA LATA DRAWN BY: STREET IMPROVEMENT PLANS scA�E:
IN FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 SUITE 500 os
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER uj m AS SHOWN ABOVE
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL NO. C041983 COLTON, CA 92324 MILL OOK WAY
TWO WORKING DESIGNED BY: DATE:
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 3/31 /06
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU D I G
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �c PH. (sos) 783-0 o FAx sos 783-0 R.
C. OS AUGUST, 2004
PREPARED BY: D. CU R.C.E. N0. 41983
JT civ k Q' EXP. DATE: /31 CHECKED BY: A OVED _ DRAWING NO.: 3
N MWDSC 3 INCH BRASS DISK STAMPED 133A 1992'. TOLL FREE 1-800-227-2600 9TF OF CAS\F�� sec 7 Z^
NAVD 88 -1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OF -D(ZAw/NG = 04120I10 �a�(�D DATE. �% a- 0� jAf 6TY ENGIN R R.C.E. 51152 DATE: 3741 7
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
A
90'00'00"
25.00'
39.27'
25.00'
B
N37'09'32 "W
-
119.86
-
C
N37'09'32 "W
-
76.86'
-
D
N37'09'32 "W
-
72.86'
-
E
21 *11'40"
375.00'
138.72'
70.16'
F
15'02'38"
395.00'
103.71'
52.16'
G
37'08'57"
355.00'
230.17'
119.30'
H
83750'58"
25.00'
36.59'
22.45'
1
15'57'17"
375.00'
104.42'
52.55'
J
09'48'14"
395.00
67.59'
33.88'
K
N00'00'35"W
-
254.73'
-
L
N00'00'35"W
-
301.81
CONSTRUCTION NOTES
1A CONSTRUCT 4" A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE
SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32;
& TYPICAL SECTION)
2O CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003
4O CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION)
PER STD. PLAN NO. 1015
5O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006
6O CONSTRUCT CROSS GUTTER PER STD. DETAIL 104 (MODIFIED W=8')
O7 CONSTRUCT 6"-8" CURB & GUTTER TRANSITION
PER STD. PLAN NO. 1003
8O CONSTRUCT STREET LIGHT (5800 LUMEN HPSV;
70 WATT; #7, 25FT) PER STD. PLAN NO. 1016
O9 CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY
SIDEWALKS PER STD. PLAN NO. 1005
1 1 INSTALL STREET NAME SIGN WITH STOP SIGN (R1-1)
BELOW PER STD. DETAIL 139
13 ADJUST WATER VALVE CAN, LID AND COVER TO GRADE
14 ADJUST MANHOLE RIM AND COVER TO GRADE
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q p CITY OF FONTANA, CALIFORNIA
o QROFESS/pNq
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE �, o. c� COYOTE CANYON TRACT 16325
ICASC
01
rZ INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT <v`� ��S E N Ci I N E E IZ I N G
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �� �s y 937 SOUTH VIA LATA DRAWN BY: STREET IMPROVEMENT PLANS scA�E:
IN FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 SUITE 500 os
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER uj m AS SHOWN ABOVE
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL NO. C041983 COLTON, CA 92324 MILL OOK WAY
TWO WORKING DESIGNED BY: DATE:
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 3/31 /06
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU D I G
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �c PH. (sos) 783-0 o FAx sos 783-0 R.
C. OS AUGUST, 2004
PREPARED BY: D. CU R.C.E. N0. 41983
JT civ k Q' EXP. DATE: /31 CHECKED BY: A OVED _ DRAWING NO.: 3
N MWDSC 3 INCH BRASS DISK STAMPED 133A 1992'. TOLL FREE 1-800-227-2600 9TF OF CAS\F�� sec 7 Z^
NAVD 88 -1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OF -D(ZAw/NG = 04120I10 �a�(�D DATE. �% a- 0� jAf 6TY ENGIN R R.C.E. 51152 DATE: 3741 7
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
M
N00'00'35 "W
-
358.47'
-
N
10'00'02"
112.00'
19.55'
9.80'
0
N10'00'38 .11 W
-
42.36'
-
P
109'39'50"
62.00'
118.67'
87.99'
Q
89'39'46"
57.00'
89.20'
56.67'
R
89'39'46"
37.00'
57.90'
36.78'
S
N89.39'10 "E
-
103.75
-
T
N80'20'47"W
-
42.36'
-
U
10'00'02"
112.00'
19.55'
9.80'
CONSTRUCTION NOTES
1A CONSTRUCT 4" A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE
SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32;
& TYPICAL SECTION)
2O CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003
4O CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION)
PER STD. PLAN NO. 1015
5O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006
6O CONSTRUCT CROSS GUTTER PER STD. DETAIL 104 (MODIFIED W=8')
O7 CONSTRUCT 6"-8" CURB & GUTTER TRANSITION
PER STD. PLAN NO. 1003
8O CONSTRUCT STREET LIGHT (5800 LUMEN HPSV;
70 WATT; #7, 25FT) PER STD. PLAN NO. 1016
O9 CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY
SIDEWALKS PER STD. PLAN NO. 1005
1 1 INSTALL STREET NAME SIGN WITH STOP SIGN (R1-1)
BELOW PER STD. DETAIL 139
13 ADJUST WATER VALVE CAN, LID AND COVER TO GRADE
14 ADJUST MANHOLE RIM AND COVER TO GRADE
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q p CITY OF FONTANA, CALIFORNIA
o QROFESS/pNq
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE �, o. c� COYOTE CANYON TRACT 16325
ICASC
01
rZ INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT <v`� ��S E N Ci I N E E IZ I N G
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �� �s y 937 SOUTH VIA LATA DRAWN BY: STREET IMPROVEMENT PLANS scA�E:
IN FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 SUITE 500 os
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER uj m AS SHOWN ABOVE
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL NO. C041983 COLTON, CA 92324 MILL OOK WAY
TWO WORKING DESIGNED BY: DATE:
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 3/31 /06
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU D I G
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �c PH. (sos) 783-0 o FAx sos 783-0 R.
C. OS AUGUST, 2004
PREPARED BY: D. CU R.C.E. N0. 41983
JT civ k Q' EXP. DATE: /31 CHECKED BY: A OVED _ DRAWING NO.: 3
N MWDSC 3 INCH BRASS DISK STAMPED 133A 1992'. TOLL FREE 1-800-227-2600 9TF OF CAS\F�� sec 7 Z^
NAVD 88 -1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OF -D(ZAw/NG = 04120I10 �a�(�D DATE. �% a- 0� jAf 6TY ENGIN R R.C.E. 51152 DATE: 3741 7