HomeMy WebLinkAbout3847-2r
m
N
GRIND 0.10' MIN.
EXIST. PAVEMENT AND
OVERLAY 0.10' MIN. -
EXISTING
PAVEMENT
5'
VN.)
1 ' (MIN.)
SAWCUT AND REMOVE
rl
EXISTING PAVEMENT
REMOVE EXISTING A.C. DIKE
L/ - WHERE APPLICABLE
DETAIL "A"
N.T.S.
REMOVE REDWOOD '-,-NEW PAVEMENT
HEADER WHERE
APPLICABLE
R/W q R/W
168'
12' 22' 22' 12'
0.5'_; 5' 6.5' 6.5' S' 0.5'
*TC= �+0.12(8 "CF)
*TC=�+0.12(8"CF) ' 4.5" MIN.
-y A. C. PAVEMENT M
q� 2-�- .r=� -2.0%
21
M� 2.
CURB & 12" MINIMUM OF 95%
GUTTER COMPACTED NATIVE SUBGRADE
P=6.5
,TYPICAL STREET SECTION
ROCKCREST WAY AND PORTION OF SERRANO AVENUE
N.T.S.
* SERRANO AVENUE - FROM STA. 10+70.99 TO STA. 11+58.52
NORTH
'L
R
L 110'
' 22' 29'
311 8' VARIES 5'
MIN. 0.5' MIN BIKE
?.� 7.0' MAX LANE
" A=0.69'
l 2X LEVEL
1•�' *MEANDERING
SIDEWALK
2' BENCH URB &
GUTTER
12" MINIMUM OF 95X
COMPACTED NATIVE SUBGRADE
29' 16' '
LEVEL LINE
REFERENCE VARIES 3'
IS TOP OF BIKE 0.5' MIN MIN.
MEDIAN CURB NE 7.0' MAX
A=O. 69'
LEVEL _ 2% _ _ 2X
37
MEANDERING
SIDEWALK
CURB & 2' BENCH
6.5" A.C. PVJWT. GUTTER
T►=10.0
COYOTE CANYON ROAD
PER STREET IMPROVEMENT PLANS DWG. NO. 3800
N.T.S.
1f ._:.:mdIX.
f -4._• JIL .-
. • • Z' • IN
• f = _ . • _
IL
el� MARK
• 1 1 / _
CALF(~i . . . . fNEAR THE
1 J
.. _ _ t -
CENTERM OF CHEM AME AM 37
FEET SOUTH OF 7HE CENTERLM OF StUff AWE WT FUAH
ON 'THE NORIHWEST' CORNM OF A 10 F1001 WIDE
CATCHRAM 0A FOOT SOUTH OF CUM FACE. A STANDARD
• ��� -
IMMA
IN,
I DATE I ENGR. I CITY I DATE
86L eras
wid , NC.
IDM k ArtnwKb Sh
Arahokk CA IM05
(7H) 630 -IM
R/W q R/W
164'
1. 12' 20' 12'
0.5' ' S' 6.5' 6.5' S' � 0.5'
-� *TC= �+0.16(8 "CF)
?, *TC=�+0.16(8"CF) ' 4" MIN. PX
�yq A.C. PAVEMENT M
2.09
2.OX 2.0_ 2.0% ' 2.
CURB & 12" MINIMUM OF 95%
GUTTER COMPACTED NATIVE SUBGRADE
T1=5.5
TYPICAL STREET SECTION
PORTION OF RAVENWOOD COURT AND WILLOW WOOD LANE
N.T.S.
* RAVENWOOD COURT - FROM STA. 10+00.00 TO STA. 13+36.12
* IMLLOW WOOD LANE - FROM STA. 18+54.46 TO STA. 20+44.13
R/W
R/W
R/W
R/W
WEST
12'
EXISTING
EP R/W
18' 12'
164'
*TC= �+0.03(6 "CF)
P/L R/W
0.5'
. 7
4" MIN. *TC=t+0.03(6"CF)
�
4j,9
12' 20'
12'
Z2
2.07.
PXk
M
2.0%
2.090' 2.0%
44
. �
1
777
0.5'_ ; 5'-.-6.5'
CURB &
12" MINIMUM OF 95%
6.5' S'
� 0.5'
GUTTER
COMPACTED NATIVE SUBGRADE
34'
'
*TC4-0.01(6"CF)
* "CF)
TC= �-0.01(6
FALCONVIEW
COURT AND PORTION
OF RAVENWOOD
COURT
22
N.T.S.
2
*MAVENWOOD COURT -FROM STA. 13+81.12 TO STA. 19+53.30
' 4" MIN.
20'
10'
�y,9
�
A.C. PAVEMENT
8'
1 y
LEVEL LINE
2.09 r_ 2.0%
2.0% 2.09
2 ,
?.
LETTERED MULTI-PURPOSE
LOT FOR TRAIL
REFERENCE
IS CENTERLINE
'
TRAIL &
NDSCAP
A=0 12'
M N I
'
CURB & 12" MINIMUM OF 959
COMPACTED NATIVE SUBGRADE
M
GUTTER
2X
--�-
2% LEVEL
- - - - - r- -
2X
-~
�
17= 5.5
2' BENCH
TYPICAL STREET SECTION
CLUTTER
4.5" A.c. PVMr.
DOVEHURST WAY, WHI TEGATE LANE, SANDERLI NG WAY, SANDSTONE
LANE
12" MINIMUM OF 95X
AND A PORTION OF SERRANO AVENUE AND WILLOW WOOD
LANE
COMPACTIVE NATIVE SUBGRADE
N.T.S.
TI=6.5
* WILLOW WOOD LANE - FROM STA. 10+00.00 TO STA. 18+34.05
ROADRUNNER
PER STREET IMPROVEMENT
ROAD
PLANS DWG.
NO, 3800
* SERRANO AVENUE - FROM STA. 12+51.57 TO STA. 19+46.70
N.T.S.
NORTH
'L
R
L 110'
' 22' 29'
311 8' VARIES 5'
MIN. 0.5' MIN BIKE
?.� 7.0' MAX LANE
" A=0.69'
l 2X LEVEL
1•�' *MEANDERING
SIDEWALK
2' BENCH URB &
GUTTER
12" MINIMUM OF 95X
COMPACTED NATIVE SUBGRADE
29' 16' '
LEVEL LINE
REFERENCE VARIES 3'
IS TOP OF BIKE 0.5' MIN MIN.
MEDIAN CURB NE 7.0' MAX
A=O. 69'
LEVEL _ 2% _ _ 2X
37
MEANDERING
SIDEWALK
CURB & 2' BENCH
6.5" A.C. PVJWT. GUTTER
T►=10.0
COYOTE CANYON ROAD
PER STREET IMPROVEMENT PLANS DWG. NO. 3800
N.T.S.
1f ._:.:mdIX.
f -4._• JIL .-
. • • Z' • IN
• f = _ . • _
IL
el� MARK
• 1 1 / _
CALF(~i . . . . fNEAR THE
1 J
.. _ _ t -
CENTERM OF CHEM AME AM 37
FEET SOUTH OF 7HE CENTERLM OF StUff AWE WT FUAH
ON 'THE NORIHWEST' CORNM OF A 10 F1001 WIDE
CATCHRAM 0A FOOT SOUTH OF CUM FACE. A STANDARD
• ��� -
IMMA
IN,
I DATE I ENGR. I CITY I DATE
86L eras
wid , NC.
IDM k ArtnwKb Sh
Arahokk CA IM05
(7H) 630 -IM
R/W q R/W
164'
1. 12' 20' 12'
0.5' ' S' 6.5' 6.5' S' � 0.5'
-� *TC= �+0.16(8 "CF)
?, *TC=�+0.16(8"CF) ' 4" MIN. PX
�yq A.C. PAVEMENT M
2.09
2.OX 2.0_ 2.0% ' 2.
CURB & 12" MINIMUM OF 95%
GUTTER COMPACTED NATIVE SUBGRADE
T1=5.5
TYPICAL STREET SECTION
PORTION OF RAVENWOOD COURT AND WILLOW WOOD LANE
N.T.S.
* RAVENWOOD COURT - FROM STA. 10+00.00 TO STA. 13+36.12
* IMLLOW WOOD LANE - FROM STA. 18+54.46 TO STA. 20+44.13
SEAL-ENGM M
QR)FESS
/p
Cp,�, Fy
=' tis 2
N0. C041983
EXP. 3/31/06
Jjgr CIVL
F OF CA����
AElAtCASC
ENGINEERING
937 SOUTH VIA LATA DRAWN BY:
SUITE 500 OS
COLTON, CA 92324 DESIGNED BY -
PH. 909 783-0101 FAX 909 783-0108 LB
PREPARED B RIS D. C NS R.C.E. NO. 41983
EXP. DA . /31 CHECKED BY:
DATE: 11 07 •- SC/JA J pA .
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON TRACT 16290
STREET L93ROVEI EW PLANS SCALE:
AL SECTIONS/MTALS AS SHOWN ABOVE
DATE:
SEPTEMBER 2004
OVED.,74'9 DRAWING NO.: 2
•
ITY ENGINEER R.C.E. 51152 DATE: W47 10
j
4,
R/W
R/W
160'
12'
18'
18' 12'
5' 6.5'
*TC= �+0.03(6 "CF)
6.5' S'
0.5'
. 7
4" MIN. *TC=t+0.03(6"CF)
MPX
4j,9
A.C. PAVEMENT
Z2
2.07.
PXk
M
2.0%
2.090' 2.0%
7
. �
1
777
�iqk
CURB &
12" MINIMUM OF 95%
GUTTER
COMPACTED NATIVE SUBGRADE
R=5.5
TYPICAL STREET SECTION
FALCONVIEW
COURT AND PORTION
OF RAVENWOOD
COURT
N.T.S.
*MAVENWOOD COURT -FROM STA. 13+81.12 TO STA. 19+53.30
SEAL-ENGM M
QR)FESS
/p
Cp,�, Fy
=' tis 2
N0. C041983
EXP. 3/31/06
Jjgr CIVL
F OF CA����
AElAtCASC
ENGINEERING
937 SOUTH VIA LATA DRAWN BY:
SUITE 500 OS
COLTON, CA 92324 DESIGNED BY -
PH. 909 783-0101 FAX 909 783-0108 LB
PREPARED B RIS D. C NS R.C.E. NO. 41983
EXP. DA . /31 CHECKED BY:
DATE: 11 07 •- SC/JA J pA .
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON TRACT 16290
STREET L93ROVEI EW PLANS SCALE:
AL SECTIONS/MTALS AS SHOWN ABOVE
DATE:
SEPTEMBER 2004
OVED.,74'9 DRAWING NO.: 2
•
ITY ENGINEER R.C.E. 51152 DATE: W47 10
j
4,