HomeMy WebLinkAbout1926-4STREET R/W
TOP OF PARAPET EL. 884.25
TOP OF WINGWALLS
EL. 882.75
TOP OF RAMPS
EL. 882.00
TOP OF EXIST EAST LEVEE TOE OF EAST
LEVEE RAMP
TOP OF EXIST. WEST LEVEE EL. 880± JR,\m?
RAMP5%
CONCRETED ROCK OUTLET
STRUCTURE
TOE OF WEST
LEVEE RAMP
EL.879±
EXIST. CONCRETE ROCK SLOPE
PROTECTION (PROTECT IN PLACE)
FL. 873±
REMOVE EXIST. CONC. ROCK 3TRCP I
SLOPE PROTECTION AS
REQUIRED TO CONSTRUCT FL. 871
OUTLET STRUCTURE 78" RCP PROFILE
GRADE
I
FLOW S=-0.2-23%
S=-0.223%
CONSTRUCT 4' DEEP
CUT-OFF WALLS TYP—
(SEE TYPICAL SECTION
ON THIS DRWG.)
2-1
F21' p
(Ty.)
44 44
W
MARLAY AVE. -OCO p
up l.-
1 0
S -Z
0 0
W
CK co p
59
x C) CO
0 Z -j
Cr 8 uj
C�) 11-1
1/4:1 1/4'1
STRUCTURE BACKFILL---'-' -,Lj U
0
TRIPLE 14x 14' RCB CULVERT__-,,/'
(SEE DETAILS ON DRWG. -.5-) 11
FL. 875.12 v
2.4" RCP
v F.L. 873.75 INNER WALLS ----`p
24" RCP (TYR)
CONSTRUCT 6!'0ONCRETE INVERT
WITH 5' DEEP CUT-OFF WALLS AS
SHOWN & AS DIRECTED BY THE
ENGR.
S::-2.%
. .. . .. . .. . .. . .. . .. . .. . .. . .. . .. .
.......
INSTALL 6x6-W3xW3 WELDED
121' ABRIC IN INVERT
WIRE F
E74
DED
STREET R/W
TOP OF PARAPET EL. 884.25
TOP OF WINGWALLS
EL. 88275
010
�A? 6
?,P' ,, �
RAMP
TOE OF RAMPS
EL. 882.50
CONCRETED ROCK
INLET STRUCTURE
--PROFILE GRADE
PLACE STRUCTURE BACKFILL STA. 37408
AS SHOWN a AS DIRECTED BY F.L. 870.31
THE ENGR. S ---2.0/o GRD.BRK.
STA. 36 + 20 t EL. 863.75
FL. 868.55 V"
GRD.BRK.
EL. 861.75 -L
Cr
-j
WINGWALL FOOTING (TYR)7 Is
Wi
ZI >-
W :1, +.1 M
W
0 W (D
(\j W W x —
+ Lo 3: W @ �!: (f) LLJ (D LLJ
W W OD!;i
(D to x
-j U)
U) 9 C\J -H
C) W a- r, (D -i u
.0 CL LO UJ 0
0 617- 0 u- co
> z > W
U) L.0 (D 0 UJI
W
u') CL 2
0 W K) 00-
v) cr) LL �8
z 1� 0
LIJ W U)
0 C)
Ld -i uil -i C) LLJ
LONGITUDINAL SECTION
HORIZ. 1'1'1= 20'
VERT 1 =4
INSTALL 30 L.F OF 6 111GH CHAIF,
LI Nr i-ENCE WITH 20' D81- DRIVE
GATE PER SP.CFCr) SPEC. DRWG.
I AND AS DIRECTED BY THE ENOR.
CAijRANb STD. PLAN BI 1-7
(NO HANDRAIL) TYP S/W
S/E WINGWALLS
^UED PLAN
r = PT3, 11
co
0 M Cr
+ .�12 UJI
r-- ox -r
ro (000
00
Ci +10
-j X to >
-
Cn Ll� (D
OD 0
W W
Z 11
< UJ 9
0 0_ Ld
OD LL Ld
1-: 0 co
�2 q- 0
x 0
q
WINGWALL FOOTING (TYR)
TOP OF EAST --TOP OF EXIST EAST LEVEE
LEVEE RAMP
EL. 886±
FCD R/
TOP OF WEST TOP OF EXIST. WEST LEVEE
LEVEE RAM P
EL. 883±
TOP OF EXIST. RaW REVETMENT
(TYPICAL BOTH SIDES CHANNEL)
T
0
CONCRETED ROCK SLOPE
FIROTECTION (SEE DETAIL
ON THIS DRWG.)
EL
FLOW
S= -I%
--..a
EXISTING 39 RCP STORM DRAIN
(PROTECTIN PLACE)
EXTEND EXISTING 39 11 RCP THRU NEW
r +
WINGWALL AS DIRECTED BY THE ENGR.
(SEE DETAIL ON DRWG, 6
CONSTRUCT 20 L.F. OF REINF CONC.
R
WINGWALL, HEIGHT= 21'-0", TYPICAL
S/W AND S/E WINGWALLS
(SEE DETAILS ON DRWG. 6
INSTALL 2d DBL. DRIVE GATE
PER SBCFCD SPEC. DRWG. I
a AS
DIRECTED BY THE ENGR.
FCD R/W
STA -2
TOP OF EXIST MATCH WIDTH OF
MP 5%
RA D/W
WEST LEVEE EXIST LEVEE
EL.879± EL. 882.00
QCOX7 cck
A'
-H
CONSTRUCT 20 L.F OF REINF CONC. WINGWALL,
CQ0
EXIST CONC. POCK SLOPE
PROTECTION TYP BOTH
P T
CONNECT 3q'RCP TO
CONNECT 39'
SIDES (PROTECT IN PLACE) STA. 35-r45 BEGIN
CRC
OUTLET ST TURE
C13 OUTLET STRUCTURE AS
CONC. ROCK OUTLET
SHOWN AND AS DIRECTED
STRUCTURE
BY THE ENGR.
TR I PLE 14! x 14' RCB
(N 00 32-' 55" E)
FLOW
STA. 36 + 20 BEGIN
FCD R/W
TRIPLE 14'x 14'RCB
FCD R/W--A,
(N CP 32' 55 " E)
CONSTRUCT CONCRETED ROCK
OIDY
OUTLET STRUCTURE (SEE
TYPICAL SECTION ON THIS DRWG.)
"!Z)
<
CONNECT 78' RCP TO OUTLET
STRUCTURE AS SHOWN AND
AS DIRECTED BY THE ENGR.
0
INSTALL 16 L.F OF 6 1 HIGH CHAIN LINK FENCE WITH 20
W e� 11
:D VALVE 8
+1
77.
Lo
DBL. DRIVE GATE PER SBCFCD SPEC. DRWG. I AND AS
ST)
Lao� R=50
CL
EL 6801;
TOP OF EXIST MATCH WIDTH OF
25+70 DIRECTED BY THE ENGR. TOP OF EXISTING
FAS LEVEE EXIST LEVEE
RAM
2
FCD R/W--'O'
INSTALL 30 L.F OF 6 111GH CHAIF,
LI Nr i-ENCE WITH 20' D81- DRIVE
GATE PER SP.CFCr) SPEC. DRWG.
I AND AS DIRECTED BY THE ENOR.
CAijRANb STD. PLAN BI 1-7
(NO HANDRAIL) TYP S/W
S/E WINGWALLS
^UED PLAN
r = PT3, 11
co
0 M Cr
+ .�12 UJI
r-- ox -r
ro (000
00
Ci +10
-j X to >
-
Cn Ll� (D
OD 0
W W
Z 11
< UJ 9
0 0_ Ld
OD LL Ld
1-: 0 co
�2 q- 0
x 0
q
WINGWALL FOOTING (TYR)
TOP OF EAST --TOP OF EXIST EAST LEVEE
LEVEE RAMP
EL. 886±
FCD R/
TOP OF WEST TOP OF EXIST. WEST LEVEE
LEVEE RAM P
EL. 883±
TOP OF EXIST. RaW REVETMENT
(TYPICAL BOTH SIDES CHANNEL)
T
0
CONCRETED ROCK SLOPE
FIROTECTION (SEE DETAIL
ON THIS DRWG.)
EL
FLOW
S= -I%
--..a
W ---EXIST 4-5I'SCE CONDUITS (PROTECT IN PLACE)
W
X
CURB INLET ST
PER CITY OF FC
STD. DETAIL 121
N���CONSTRUCT 4! DEEP
�CUT-OFF WALLS TYP
K (SEE TYPICAL SECTION
r +
ON THIS DRWG.)
co
R
W ---EXIST 4-5I'SCE CONDUITS (PROTECT IN PLACE)
W
X
CURB INLET ST
PER CITY OF FC
STD. DETAIL 121
-
LO 2 C -4i I . \/ 1 0 PER SBCFCD STD. PLAT 114 a AS DIRECTED
O
uo �10 BY THE ENGR. (TYP BOTH SIDFS OF CHANNEL)
EL. 882.50
go,
FCD R/W
go,
15' TRIPLE I4x 14 RCB
51'± 18 1± 20 1±
26'±
6
k-, ot,
<11%
EXIST R&W REVETMENT
TYPICAL (PROTECT IN <
PLACE)
n-,� no 00?p
A, CUT-OFF WALL
IT
g4l
50' 50
ELEVATION INLET 3TRU URE,
CT
HORIZ. I"= 2
VERT I =1
CURB FACE
P 035(
CONNECT 24" RCP T
WALL OF TRIPLE k
PER SBCFCD STD. PLAI Z��U
& AS DIRECTED BY THE ENGR.
I rot
U017 & OnP DETAI
^''RB INLET*,.,*) MUCT im.
(IOU
FCD R/W
Al
C3
PLACE CONCRETED ROCK(1/4 TON)
IN FRONT OF INLET STRUCTURE
-a ALONG EXIST. R &W REVETMENT
WITH 4'DEEP CUT-OFF WALL
AS SHOWN AND AS DIRECTED
BY THE ENGINEER
(TYPICAL BOTH SIDES)
CONCRETE PENETRATION 14
IES (SEE PLAN)
VARIES (SEE PLAN
-
TOP OF
RAMP
(WEST)
U) u-
0
UJI
iE a-
§
uj -N
Cf)—,v
PLACE 1/4 -TON CLASS CONCRETED
ROCK SLOPE a INVERT PROTECTION
AS SHOWN, METHOD B PLACEMENT
AND AS DIRECTED BY THE ENGR.
CONCRETE PENETRATION = 14"
jm'0`fpjn A
%..#IAL INLET 81
N.T.S.
ii- TRIPLE 4 x 14' RCB
VARIES (SEE PLAN
NTS
�-FCD R/W
VARIES
TOP OF
RAMP
(EAST)
PLACE LIGHT CLASS CONCRETED
ROCK CUT-OFF WALL AS SHOWN
METHOD B PLACEMENT AND AS
DIRECTED BY THE gNGR. CONCRETE
PENETRATION = 10
rURE SECTION
+ SAN BERNARDINO COUNTY
PLACE CONCRETED ROCK SLOPE
FLOOD CONTROL DISTRICT
4+10�
VeQ
PROTECTION AS SHOWN & AS
CID ryl
< DIRECTED BY THE ENGINEER SUBM(TTED BY:
U13
'SEE DETA I L ON THIS DRWG.)
U) C
DiISIO-N& CHIEF ETIWANDA/sAN SEVAINE
ENCOYR, C 177-'RECOMM ENDED BY:
x ;v1\1
NO
DES.0 R [PTI -O -N APPR, AM, -DATE
A SIST. FLOOD CONTROL ENGINEER
27--00 o J� APPROVEDBY:
R=50
RE�CqRD----DRAW-LN (k jjj 4 006A q/0
G, 4:71G -
I A,
FLOOD CONTROL ENGINEER
STA. 2 - 7+10 EL. 886 k BILL MANN ASSOCIATES INC S- - - -1
3!- D/W(W=P-d) MATCH WIDTH OF TOP OF EXISTING CITY OF FONTANA, CALIFORNIA
00 RAMP 6% EXIST LEVEE EAST LEVEE 1802 COMMERCENTER WEST, SUITE 'W'
0
SAN BERNARDINO, CA. 92408 PUBLIC WORKS DEPARTMENT
. . ... .... .... .. .... !j.1 (714) 885-4309 Drawn by' Scale:
21 SAN SEVAINE CHANNEL
------ M.H. AS SHOWN
TRACT - 13$74
MARLAY AVE. CULVERT
01,k 106 Designed by: Date.,
M.H. FCD R/W-/ 14326
PROPOSED 4-5' SCE INSTALL 47 L --F. OF 6 HIGH CHAIN LINK
—CONDUITS F E NCE T BILL C. MANN R.C. E. No. */-dT'E' B. M. /G. M.
H 20 DBL. DRIVE GATE PER ENLARGED PLAN io to- c16i
SB(."FCD SP7C. DRWG. I AND AS DESIGNED BY /C. B. CA Drwg No. 4
CHECKED BY Checked by,
11**�PROPOSED 7dP'-,P STORM PRAF\1 DIRECTED BY THE ENGR. AppEr-o-1v:er-d: 25131
DRAWN BY m H. JOB No.
19 LG 6
0
I
EXISTING POWER POLE (PROTECT IN PLACE) RD
REGO
DRAWINGS
Ai
CONSTRUCT 88 L.F OF TR I PLE 14'x 14' RCB
DRWG. 5 4-16-92
CULVERT (SEE DETAILS ON
M.H.
CONSTRUCT 20 L.F OF REINF CONC. WINGWALL,
HEIGHT= 19'-0 , TYPICAL N/W AND N/E WINGWALLS
(SEE DETAILS ON DRWG. 6
00
FCD R/W
INSTALL 16 L.F OF 6 1 HIGH CHAIN LINK FENCE WITH 20
W e� 11
:D VALVE 8
DBL. DRIVE GATE PER SBCFCD SPEC. DRWG. I AND AS
Z LLJ I
W-
STA.
25+70 DIRECTED BY THE ENGR. TOP OF EXISTING
-0
0
D/W 20) RAMP,- WEST LEVEE
INSTALL 20 L.F OF 6 HIGH CHAIN LINK RAILING
>--
n -OD
PER CALTRANS STD. PLAN BI 1-7 (NO HANDRAIL)
ro
U)
TYPICAL N/W AND N/E WINGWALLS
< 0
(3)
OD
EL. 882.50 EL. 883±
0j z
0
0.
-y
Lo
U)
I I
C,
> 110
L0
0,
-0 EXISTING R & W REVETMENT
0
Lo-
TYPICAL BOTH SIDES OF CHAN.
-2
45P(TYP) (PROTECT IN PLACE)
CONNECT 24 RCP TO RCB STA. 37+83 END CONC. ROCK
Th
00 TYPICAL EACH SIDE OF STREET INI-FT STRUCTURE
'(SEE SECTION ABOVE & DETAIL -co
7
0
ON THIS DRWG.) 0
10
-
0
OD
C
STA. 37+08 END FLOW
TRIPLE 14'x 14'RCB
INSTALL 46 L.F. OF 6' HIGH CHAIN CONSTRUCT CONCRETED ROCK
LINK RAILING ON TOP OF PARAPET INLET STRUCTURE (SEE TYPICAL
PER CALTRANS STD. PLAN SECTION ON THIS DRWG.)
7-7
8 11-52 (TYPICAL BOTH
PARAPETS)
REMOVE EXIST. RBW REVETMENT AS REQUIR'F-"D
U)
TO BUILD INLET STRUCTURE AND REBRACE
X
---EXIST R&W REVETMENT AT STA. 37+83
P
-
LO 2 C -4i I . \/ 1 0 PER SBCFCD STD. PLAT 114 a AS DIRECTED
O
uo �10 BY THE ENGR. (TYP BOTH SIDFS OF CHANNEL)
EL. 882.50
go,
FCD R/W
go,
15' TRIPLE I4x 14 RCB
51'± 18 1± 20 1±
26'±
6
k-, ot,
<11%
EXIST R&W REVETMENT
TYPICAL (PROTECT IN <
PLACE)
n-,� no 00?p
A, CUT-OFF WALL
IT
g4l
50' 50
ELEVATION INLET 3TRU URE,
CT
HORIZ. I"= 2
VERT I =1
CURB FACE
P 035(
CONNECT 24" RCP T
WALL OF TRIPLE k
PER SBCFCD STD. PLAI Z��U
& AS DIRECTED BY THE ENGR.
I rot
U017 & OnP DETAI
^''RB INLET*,.,*) MUCT im.
(IOU
FCD R/W
Al
C3
PLACE CONCRETED ROCK(1/4 TON)
IN FRONT OF INLET STRUCTURE
-a ALONG EXIST. R &W REVETMENT
WITH 4'DEEP CUT-OFF WALL
AS SHOWN AND AS DIRECTED
BY THE ENGINEER
(TYPICAL BOTH SIDES)
CONCRETE PENETRATION 14
IES (SEE PLAN)
VARIES (SEE PLAN
-
TOP OF
RAMP
(WEST)
U) u-
0
UJI
iE a-
§
uj -N
Cf)—,v
PLACE 1/4 -TON CLASS CONCRETED
ROCK SLOPE a INVERT PROTECTION
AS SHOWN, METHOD B PLACEMENT
AND AS DIRECTED BY THE ENGR.
CONCRETE PENETRATION = 14"
jm'0`fpjn A
%..#IAL INLET 81
N.T.S.
ii- TRIPLE 4 x 14' RCB
VARIES (SEE PLAN
NTS
�-FCD R/W
VARIES
TOP OF
RAMP
(EAST)
PLACE LIGHT CLASS CONCRETED
ROCK CUT-OFF WALL AS SHOWN
METHOD B PLACEMENT AND AS
DIRECTED BY THE gNGR. CONCRETE
PENETRATION = 10
rURE SECTION
+ SAN BERNARDINO COUNTY
PLACE CONCRETED ROCK SLOPE
FLOOD CONTROL DISTRICT
4+10�
VeQ
PROTECTION AS SHOWN & AS
CID ryl
< DIRECTED BY THE ENGINEER SUBM(TTED BY:
U13
'SEE DETA I L ON THIS DRWG.)
U) C
DiISIO-N& CHIEF ETIWANDA/sAN SEVAINE
ENCOYR, C 177-'RECOMM ENDED BY:
x ;v1\1
NO
DES.0 R [PTI -O -N APPR, AM, -DATE
A SIST. FLOOD CONTROL ENGINEER
27--00 o J� APPROVEDBY:
R=50
RE�CqRD----DRAW-LN (k jjj 4 006A q/0
G, 4:71G -
I A,
FLOOD CONTROL ENGINEER
STA. 2 - 7+10 EL. 886 k BILL MANN ASSOCIATES INC S- - - -1
3!- D/W(W=P-d) MATCH WIDTH OF TOP OF EXISTING CITY OF FONTANA, CALIFORNIA
00 RAMP 6% EXIST LEVEE EAST LEVEE 1802 COMMERCENTER WEST, SUITE 'W'
0
SAN BERNARDINO, CA. 92408 PUBLIC WORKS DEPARTMENT
. . ... .... .... .. .... !j.1 (714) 885-4309 Drawn by' Scale:
21 SAN SEVAINE CHANNEL
------ M.H. AS SHOWN
TRACT - 13$74
MARLAY AVE. CULVERT
01,k 106 Designed by: Date.,
M.H. FCD R/W-/ 14326
PROPOSED 4-5' SCE INSTALL 47 L --F. OF 6 HIGH CHAIN LINK
—CONDUITS F E NCE T BILL C. MANN R.C. E. No. */-dT'E' B. M. /G. M.
H 20 DBL. DRIVE GATE PER ENLARGED PLAN io to- c16i
SB(."FCD SP7C. DRWG. I AND AS DESIGNED BY /C. B. CA Drwg No. 4
CHECKED BY Checked by,
11**�PROPOSED 7dP'-,P STORM PRAF\1 DIRECTED BY THE ENGR. AppEr-o-1v:er-d: 25131
DRAWN BY m H. JOB No.
19 LG 6