HomeMy WebLinkAbout3800-2P/L �W
8'
LETTERED
LOT FOR , 12'
TRAIL &
LANDSCAPE
2 6' 6'
12'
DG ;TRAIL
27-
2'
q2' BENCH
CITY OF FONTANA
STREET IMPROVEMENT PLANS
COYOTE CANYON ROAD, ROADRUNNER ROAD
AND DUNCAN CANYON ROAD
EAST
Raw
68' R.O.W. _I
I
22 22 12
LEVEL LINE 5' VARIES 6' VARIES
BIKE REFERENCE BIKE 0.5' MIN 0.5' MIN
LANE IS CENTERLINE LANE 5.5' MAX 5.5' MAX
MP
A= 0.12'' I A=O. 12' 2'1
2% LEVEL 2% --%
jj�
MEANDERING 2'7
4.5" A.C. PVMT. CURB & SIDEWALK 9�-
CURB & 12 MINIMUM OF 95%7,112 BENCH
GUTTER T
COMPACTED NATIVE SUBGRADE
T1=6.5
FROM STA 20+25.00 TO STA 33+24.48
ROADRUNNER ROAD
N.T.S.
WEST
P/L R/W
LETTERED LOT
FOR TRAIL AND
LANDSCAPE
VARIES 20'
5'- 7.5'
8' 12'
DG TRAIL
29
CURB &
GUTTER
R/W
2' BENCH
12'
EXISTING
EP R/W
44'
34' 30'
22' 10'
LEVEL LINE
REFERENCE
IS CENTERLINE I
X
-A=0.12' 2:� MN•
2% LEVEL 2%
4.5 "A. C. PVMT.
T1=6.5
FROM STA 34+65.23 TO STA 48+32.07
ROADRUNNER ROAD
N.T.S.
92' R. 0. W.
34' 34'
12" MINIMUM OF 95%
COMPACTIVE NATIVE SUBGRADE
6' VARIES LEVEL LINE
0.5' MINREFERENCE
6.0' MAX IS CENTERLINE
A=O. 12 I A=O. 12'
?q 2% LEVEL 2%
MEANDERING 6.5" A.C. PVMT,
SIDEWALK CURB & 12" MINIMUM OF 95%
2' BENCH GUTTER COMPACTED NATIVE SUBGRADE
TI=9.0
FROM STA 55+97.46 TO STA 59+26.11
DUNCAN CANYON ROAD
N.T.S.
R/W
I
12'
5.5' 6' 0.5'
Mp,X
2% 2:1
CURB & S/W
GUTTER FROM STA. 43+26.97
TO STA. 59+25.39
NORTH � SOUTH
R/W I R/W
L 110' _1
I
' 22' 29'
3' 8' 11' 5'
BIKE
LANE
tiJq�
A=O. 69'
27.
- 2% LEVEL
29' 16' '
LEVEL LINE
REFERENCE 5' VARIES 6' 3'
IS TOP OF BIKE 0.5' MIN MIN.
MEDIAN CURB LANE 7.0' MAX PX
A=0.69' 2'1
LEVEL 2% %
MP . --• MEANDERING
2:1F
SIDEWALK
2' BENCH CURB & CURB & 2' BENCH
GUTTER 6.5 A.C. PVMT. GUTTER
*SIDEWALK/DG TRAIL 12" MINIMUM OF
95q
36'
36'
COMPACTED NATIVE
SUBGRADE
*SIDEWALK/DG
GUTTER
TRAIL 12" MINIMUM OF 957.
DRAWN BY:
*SIDEWALK FROM CHERRY AVE
COYOTE CANYON ROAD, ROADRUNNER ROAD
SCALE:
BASIS OF BEARING
LEGAL, DESCRIPTION:
TO DEERTHORN WAY
T1=10.0
OWNER/DEVELOPER
SOIL ENGINEER
DESIGNED BY:
BEARINGS ARE BASED ON THE WESTERLY LINE OF
FROM
STA
9+53.64 TO STA
10+92.03
TO ROADRUNNER ROAD
FROM
'
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP
BEING A
SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP
FROM
STA
P
-
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
1 NORTH, RANG 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN
BERNARDINO.
Centex Homes
ALBUS-KEEFE and ASSOC., INC.
39+11.47
AS SHOWN ON AMENDING MAP OF TRACT NO. 13750,
FROM
STA
43+67.98 TO STA
48+15.69
1265 Corona Pointe Court
1011 N. ARMANDO STREET
STA
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
57+00.00
MEDIAN
COYOTE CANYON ROAD
7.0' MAX
Corona, CA 92879
ANAHEIM, CA 92806
'
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
A=0.69'
Phi (951) 479-9300.
Phi (714) 630 1626
27.2%
RECORDER OF SAN BERNARDINO COUNTY, BEING
SOUTH
R/W
?%
Fax- (951) 372-2819
Fax: (714) 630-'1916
R/W
NORTH 00'30'24' WEST.
110,
1
2' BENCH
CURB &
BENCH MARK=
PVMT.
REV.
REVISION DESCRIPTION
DATE
E GR.
61TYj
DATE
'
DESCRIBED BY METROPOLITAN WATER DISTRICT 80.al
Q► O
3
CzrcoR 0 v2,} �,v�NG
oi�og�j/
T1=10.0
•
CALIFORNIA 1992 RANCHO CUCAMONCaA, NEAR THE
COMPACTED NATIVE SUBGRADE
FROM STA 14+58.23
TO
STA 17+16.59
07.1 �/
0ADDf'D
SHEET 12X
GG o1
STA 27+21.93
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
*SIDEWALK
-/G•
FROM STA 34+39.66
TO
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
L
REV. QTY.; DELETED "NOT FOR CONSTRUCTION';
FROM STA 41+09.98
TO
STA 43+67.98
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
FROM DEERTHORN WAY
FROM STA 50+38.22
TO
DELETED & RELOCATED IRRIGATION SLEEVES;
TO ROADRUNNER ROAD
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
DIAL TWO WORKING
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
BEFORE DAYS BEFORE
COYOTE CANYON ROAD
N.T.S.
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
YOU DIG YOU DIG
RELOCATED STREET LIGHT &STORM DRAIN; ADDED
INTERSECTION & REVISED MEDIAN CURB, ADDED
NORTH
MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'.
TOLL FREE 1-800-227-2600
NAVE) 88 -1508.56 (FEET)
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
I
FENCE, GATE, 10' PAVEMENT & DRIVEWAY
R/W
NORTH � SOUTH
R/W I R/W
L 110' _1
I
' 22' 29'
3' 8' 11' 5'
BIKE
LANE
tiJq�
A=O. 69'
27.
- 2% LEVEL
29' 16' '
LEVEL LINE
REFERENCE 5' VARIES 6' 3'
IS TOP OF BIKE 0.5' MIN MIN.
MEDIAN CURB LANE 7.0' MAX PX
A=0.69' 2'1
LEVEL 2% %
MP . --• MEANDERING
2:1F
SIDEWALK
2' BENCH CURB & CURB & 2' BENCH
GUTTER 6.5 A.C. PVMT. GUTTER
*SIDEWALK/DG TRAIL 12" MINIMUM OF
95q
36'
36'
COMPACTED NATIVE
SUBGRADE
*SIDEWALK/DG
GUTTER
TRAIL 12" MINIMUM OF 957.
DRAWN BY:
*SIDEWALK FROM CHERRY AVE
COYOTE CANYON ROAD, ROADRUNNER ROAD
SCALE:
T1=10.0
COMPACTED NATIVE SUBGRADE
TO DEERTHORN WAY
T1=10.0
AS SHOWN ABOVE
DESIGNED BY:
DG TRAIL FROM DEERTHORN WAY
FROM
STA
9+53.64 TO STA
10+92.03
TO ROADRUNNER ROAD
FROM
STA
17+16.59 TO STA
20+97.43
23+55.43
FROM
STA
27+21.93 TO STA
30+73.26
REFERENCE 5'
FROM
STA
36+97.68 TO STA
39+11.47
VARIES
FROM
STA
43+67.98 TO STA
48+15.69
MIN.
FROM
STA
52+96.22 TO STA
57+00.00
MEDIAN
COYOTE CANYON ROAD
7.0' MAX
M PX
N.T.S.
8
A=0.69'
2'1
NORTH
27.2%
LEVEL 1%
SOUTH
R/W
?%
I
R/W
1
110,
1
)FESS/0,�
CUM
co U m
1983 rrk
\�. CIVIC-
�oFCAVF°� 3
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 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.
I
' 22' 36'
LEVEL LINE
3'-1-8' 11, 5' REFERENCE
BIKE IS
2•
LANE MEDIA
N C URB
�
tn-
A=0.69'
27. 2% LEVEL
2;1
' CURB &
I
36' 16' '
7'
5' VARIES 6' 3'
VARIES BIKE 0.5' MIN MIN.
3' LT -7' RT LANE 7.0' MAX X
�P
8'
0. A=0.69' 2'
1% LEVEL 27. ?�
2 BENCH
22'
36'
36'
PVMT.--"'
16'
*SIDEWALK/DG
GUTTER
TRAIL 12" MINIMUM OF 957.
DRAWN BY:
COYOTE CANYON ROAD, ROADRUNNER ROAD
SCALE:
•
COMPACTED NATIVE SUBGRADE
T1=10.0
AS SHOWN ABOVE
DESIGNED BY:
FROM STA
10+92.03
TO STA
13+49.66
*SIDEWALK
FROM CHERRY AVE
7�
LEVEL LINE
TO STA
23+55.43
3'
8' 1 1 ' 5'
CHECKED BY:
REFERENCE 5'
VARIES 6'
3T'
TRAIL FROM DEERTHORN WAY
BIKE
VARIES
4,
IS TOP
OF BIKE
0.5' MIN
MIN.
2.�
LANE
3' RT- 7' LT
MEDIAN
CURB LANE
7.0' MAX
M PX
A=0.6 9'
8
A=0.69'
2'1
27.2%
LEVEL 1%
LEVEL 2%
?%
2 �
MEANDERING
SIDEWALK
2' BENCH
CURB &
„
6.5 A.C.
PVMT.
CURB &
GUTTER
2'
BENCH
*SIDEWALK/DG TRAIL
GUTTER
12 " MINIMUM OF 95%
T1=10.0
COMPACTED NATIVE SUBGRADE
FROM STA 14+58.23
TO
STA 17+16.59
FROM STA 24+63.93
TO
STA 27+21.93
*SIDEWALK
FROM CHERRY AVE
FROM STA 34+39.66
TO
STA 36+97.68
TO DEERTHORN WAY
FROM STA 41+09.98
TO
STA 43+67.98
DG TRAIL
FROM DEERTHORN WAY
FROM STA 50+38.22
TO
STA 52+96.22
TO ROADRUNNER ROAD
COYOTE CANYON ROAD
N.T.S.
NORTH
SOUTH
. R/W
I
R/W
1_
110'
_1
)FESS/0,�
CUM
co U m
1983 rrk
\�. CIVIC-
�oFCAVF°� 3
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 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.
I
' 22' 36'
LEVEL LINE
3'-1-8' 11, 5' REFERENCE
BIKE IS
2•
LANE MEDIA
N C URB
�
tn-
A=0.69'
27. 2% LEVEL
2;1
' CURB &
I
36' 16' '
7'
5' VARIES 6' 3'
VARIES BIKE 0.5' MIN MIN.
3' LT -7' RT LANE 7.0' MAX X
�P
8'
0. A=0.69' 2'
1% LEVEL 27. ?�
2 BENCH
CITY OF FONTANA, CALIFORNIA
6.5" A.C.
PVMT.--"'
STREET IMPROVEMENT PLANS
*SIDEWALK/DG
GUTTER
TRAIL 12" MINIMUM OF 957.
DRAWN BY:
COYOTE CANYON ROAD, ROADRUNNER ROAD
SCALE:
•
COMPACTED NATIVE SUBGRADE
T1=10.0
AS SHOWN ABOVE
DESIGNED BY:
FROM STA
10+92.03
TO STA
13+49.66
*SIDEWALK
FROM CHERRY AVE
FROM STA
20+97.43
TO STA
23+55.43
TO
DEERTHORN WAY
CHECKED BY:
APP BY.
DRAWING NO.:
DG
TRAIL FROM DEERTHORN WAY
F 0 S
3 7 .�6THS
3 +31. 8
TO
ROADRUNNER ROAD
R M STA
37+43.TA
CI ENGINEER R.C.E. 51152 DATE:
40+01.46
SEAL -ENGINEER
O QROF ESS/0
�L 2
Wrri
rn
NO. C041983
EXP. 3/31/08
JT cNIL
9TF OF CA��F��
COYOTE CANYON ROAD
N.T.S.
AEIA-I�CASC
CITY OF FONTANA, CALIFORNIA
E I\i G I I\I E E R I Ci
STREET IMPROVEMENT PLANS
937 SOUTH VIA LATA
DRAWN BY:
COYOTE CANYON ROAD, ROADRUNNER ROAD
SCALE:
COLTON,SUITE CA5092324
0S
AND DUN N CANYON ROAD
AS SHOWN ABOVE
DESIGNED BY:
DATE:
iPH. 09) 783-0101 FAX 909 783-0108
OS
TYPIC SECTIONS
SEPT. 2004
! CHRIS lY CUMMINS R. C. E. NO. 41983
8% .,
CHECKED BY:
APP BY.
DRAWING NO.:
2
DATE. is
SBC
x.%11•
3800
r12
CI ENGINEER R.C.E. 51152 DATE: