HomeMy WebLinkAbout4401-21740
1730
1720
10+00
11+00
DETAILED SECTION "A "— "A"
SCALE.- l'40'
3
SEE PLAN VIEW ON SHEET 3
N
I—
cn
w
Lu
U
Jw
J
M '
0
0
CCMTRUCWN NOTES
12+00
CONSTRUCT 0.38' A.C. PAVEMENT OVER 0.50' CLASS 2 AGGREGATE BASE
0.38' A.C. - 129,127 SF
n10 CONSTRUCT 48" RCP
U
E 11 CONSTRUCT CONCRETE V -DITCH PER DETAIL 1 ON SHEET 2
U-
�r 12 CONSTRUCT 1/4 TON RIPRAP PER DETAIL 2 ON SHEET 2
r
r
i 13 GROUT RIPRAP AROUND 48" RCP (MIN, 5' ON ALL SIDES AND MIN 18" PENETRATION).
14 CONSTRUCT LIGHT CLASS (MIN.) RIPRAP PER DETAIL 3 HEREON
v
-v
U
2 BASIS OF BEA &M LEGAL DE
scowrom
BEmmm ARE BASm ON T1 -E WESTH:LY LINE OF
J
w ST QUARTER OF SECTION 23, TOWNSHIP 1 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP
N NORTH, RANGE 6 WEST, SAN BERNARDWO PIAN, 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO.
a AS SHOWN ON A1uEtCM MAP OF TRACT NO. 13750,
FLED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
o 66, MVC LUSIVE, N THE OFFICE OF THE COUNTY
OF SAN BERNARDINO COUNTY, BEING
to °' NORTH 00°''.30'24' WEST
— N
END TO
D SIDE SLOPE
�'IS71NG
OUND
o QROF )FESS 0
coz o�
NO. 78044
EXP. 09/30/13
s� CNIL
9TF OF CNO REGISTERED ENGINEER R.C.E. 78044 DATE
LOCAL STONE
FROM PROJECT
CONSTRUCTION
(BACKFILL OVER Ri
4' MIN.
LAUNCH
14
DETAIL 3
TYPICAL LIGHT CLASS
RIPRAP SECTION
STA. 13+50 TO 18+00
NTS
wEsr � Easr
R/W R/w
60' R.O.W. _
6' '
SHOULDER
DAYLIGHT
LISTING CONCRETE
ROUND V -DITCH
�1
2
DAYLIGHT
EARTHEN SWALE-
12" 12" 12' 12"
EXIST. GROUND 2
2q 290 1
_ I
2
CLASS B CONCRETE
WITH NO. 4 REBAR
@ 18" O.C. BOTH WAYS
PLACE V -DITCH OVER RIPRAP ON
APPROXIMATELY 4" BED OF 1112" TO
NATURAL GROUND
OR LIGHT CLASS RIPRAP 1/2" GRAVEL BACKFILL
DETAIL 1
&CnNrRETE V—DITCH DETAIL
NTS
'r
i BENCH MAW REV. REVISION DESCRIPTION
o N DSD BY METROPOLITAN WATER DISTRICT SO. A O Q
00 O CALF<~ 1992 RANCHO CUC� PEAR THE ADDED PROPOSED FIBER OPTIC AND WATER U11LITIES.
O N
oINTERSECTION
OF SLUff AVE. AIS CHERRY AVE. AT THE
z
LZ N
0
SOUTHWEST CORNER OF CHERRY AVE. AND SUMIhAT AVE 101
0
o�
FEET WEST OF THE OF CHERRY AVE. AND 37
FEEL' SOUTH OF 11-E CENTERLIINE OF SLWW AVE. SET FLUSH
DIAL TWO WORKING
v
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BEFORE DAYS BEFORE
cON
N
0.8 FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH
YOU DIG YOU D I G
U
V
o
BRASS DO( STAMPED '33A 1992'.
TOL. FREE 1-800-227-2600
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NAVID _ ��
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
EXI
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ct
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FLOOD
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CONTROL CO
TROL
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PROP. FINISH
SURFACE
+ + Q
0 SD CIL
= or
I
114 TON RI PRA
_ _
I
PIPE
jt,,,__M1TER
CONFORM
- �
-
48"
-
— —E
1
_--
G
MI TER PIPE ENE
TO
CONFORM TOS
E SLOPE
114 TON
PIRAP-
S-
EXIST. R/PRAP
3
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08.03 L.F.
48"
CP (D-1750)
10+00
11+00
DETAILED SECTION "A "— "A"
SCALE.- l'40'
3
SEE PLAN VIEW ON SHEET 3
N
I—
cn
w
Lu
U
Jw
J
M '
0
0
CCMTRUCWN NOTES
12+00
CONSTRUCT 0.38' A.C. PAVEMENT OVER 0.50' CLASS 2 AGGREGATE BASE
0.38' A.C. - 129,127 SF
n10 CONSTRUCT 48" RCP
U
E 11 CONSTRUCT CONCRETE V -DITCH PER DETAIL 1 ON SHEET 2
U-
�r 12 CONSTRUCT 1/4 TON RIPRAP PER DETAIL 2 ON SHEET 2
r
r
i 13 GROUT RIPRAP AROUND 48" RCP (MIN, 5' ON ALL SIDES AND MIN 18" PENETRATION).
14 CONSTRUCT LIGHT CLASS (MIN.) RIPRAP PER DETAIL 3 HEREON
v
-v
U
2 BASIS OF BEA &M LEGAL DE
scowrom
BEmmm ARE BASm ON T1 -E WESTH:LY LINE OF
J
w ST QUARTER OF SECTION 23, TOWNSHIP 1 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP
N NORTH, RANGE 6 WEST, SAN BERNARDWO PIAN, 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO.
a AS SHOWN ON A1uEtCM MAP OF TRACT NO. 13750,
FLED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
o 66, MVC LUSIVE, N THE OFFICE OF THE COUNTY
OF SAN BERNARDINO COUNTY, BEING
to °' NORTH 00°''.30'24' WEST
— N
END TO
D SIDE SLOPE
�'IS71NG
OUND
o QROF )FESS 0
coz o�
NO. 78044
EXP. 09/30/13
s� CNIL
9TF OF CNO REGISTERED ENGINEER R.C.E. 78044 DATE
LOCAL STONE
FROM PROJECT
CONSTRUCTION
(BACKFILL OVER Ri
4' MIN.
LAUNCH
14
DETAIL 3
TYPICAL LIGHT CLASS
RIPRAP SECTION
STA. 13+50 TO 18+00
NTS
wEsr � Easr
R/W R/w
60' R.O.W. _
6' '
SHOULDER
DAYLIGHT
LISTING CONCRETE
ROUND V -DITCH
�1
2
DAYLIGHT
EARTHEN SWALE-
12" 12" 12' 12"
EXIST. GROUND 2
2q 290 1
_ I
2
CLASS B CONCRETE
WITH NO. 4 REBAR
@ 18" O.C. BOTH WAYS
PLACE V -DITCH OVER RIPRAP ON
APPROXIMATELY 4" BED OF 1112" TO
NATURAL GROUND
OR LIGHT CLASS RIPRAP 1/2" GRAVEL BACKFILL
DETAIL 1
&CnNrRETE V—DITCH DETAIL
NTS
'r
i BENCH MAW REV. REVISION DESCRIPTION
o N DSD BY METROPOLITAN WATER DISTRICT SO. A O Q
00 O CALF<~ 1992 RANCHO CUC� PEAR THE ADDED PROPOSED FIBER OPTIC AND WATER U11LITIES.
O N
oINTERSECTION
OF SLUff AVE. AIS CHERRY AVE. AT THE
LZ N
0
SOUTHWEST CORNER OF CHERRY AVE. AND SUMIhAT AVE 101
0
o�
FEET WEST OF THE OF CHERRY AVE. AND 37
FEEL' SOUTH OF 11-E CENTERLIINE OF SLWW AVE. SET FLUSH
DIAL TWO WORKING
ki
E
TM ST CORNER OF A 10 FOOT WIDE CATCHBASIN
BEFORE DAYS BEFORE
cON
N
0.8 FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH
YOU DIG YOU D I G
o
BRASS DO( STAMPED '33A 1992'.
TOL. FREE 1-800-227-2600
v o
NAVID _ ��
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
D J
DATE ENGR. CITY DATE
06/12 ON NC 06/12
CIL OF EXIST. LEVEE
•
`-2.0% MIN.
.50'
CREEK ROAD
24'
2.010.f TYP.
24'
2.09' TYP.
T1=6.5
INTERIM LYTLE CREEK ROAD
TYPICAL SECTION
N. T.S.
CII TCD -A OO 1 /-%
I IL 1 LI \ 1 / IVI \IV
(MIRAFI 110ON)
DETAIL 2
�i
0
or
' 6'
SHOULDER
<DAYLIGHT
HT
2 -EXISTING
GROUND
36" 1/4 TON GROUTED RIPRAP
PER CALTRANS STD. SPEC.
SECTION 72 (METHOD 'A"
PLACEMENT).
9" NO. 3 BACKING
PER CALTRANS STD. SPEC.
SECTION 72.
TYPICAL 1/4 TON GROUTED RIPRAP SECTION
NTS
CIL OF LYTLE CREEI
/
/
/
/
/
/
/ 10
/
oe
o /
o / /
TA. 2+0:33
729.
`i
EXIST. TOE OF SLOPE
F EXIST LEVEE
»A � » DETAIL "8"
DETAIL
SCALE:1 "=1 D' SCALE:1 "=10'
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.
SEAL—ENGINEER
o Q�OFESS/10
� J<- , � HOS,
c) a
w
Of NO. 42280
EXP. 03/31 /10
s� ClK
97F OF CA��F��
A E 1,11CASC
C 0 N S U LT I N G
937 SOUTH VIA LATA, SUITE 500 DRAWN BYGS
COLTON, CA 92324 DESIGNED BY.
PH. 909) 783-0101; FAX 909 783-0108 OS
PREPARED BY. STEVE J. HOSFORD R. C. E. NO. 42280
EXP. DATE: 3/31/10 CHECKED BY:
DATE. SJH
CIN OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
SCALE:
INTERIM LYTLE CREEK NORTH ROAD AS SHOWN ABOVE
TYPICAL STREET SECTION AND DETAIL DATE:
JUNE, 2008
APPROVED BY: DRAWING NO.: 2
CITY ENGINEER R.C.E. 51152 DATE: 4401 6