HomeMy WebLinkAbout5586-3CONSTRUCTION NOTES
O INSTALL 18" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
O INSTALL 24" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
O INSTALL 42" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
O INSTALL 72" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
O INSTALL 84" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
O6 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
O CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004.
O8 REMOVE EXISTING PIPE CLOSURE.
O CONSTRUCT PIPE CLOSURE (TYPE SHOWN ON PLAN) PER SAN BERNARDINO COUNTY FLOOD
CONTROL DISTRICT STD. PLAN 176 PER DETAIL ON SHEET 6.
IS)CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010.
11 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN 3026.
12 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013.
13 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011.
14 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 3022.
15 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN 3009.
16 REMOVE AND SALVAGE INLET MODIFIED "TYPE V".
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
Lo
(N
06 =
+2i
°OIC)
FS OVER SD
Gp�
S,p pgp2
11
Q1oo = 102.8 CFS
VMAx = 18.4 FPS
ALL 270.3 L.F. 42" R.C.P.
1350 D -LOAD
I
� SCALE: 1 " = 40'
90 0
3 2 PITTSBURGH AVE., SUITE 23
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
R/W
DRAWN BY:
DM
iFUURE
Engineering Communities for Life FAX 909.481.6320
NZ
Lr)
a
W> a
CHECKED BY:
WLI
.� DA
WEND LL L. AThURU EXP. P-3009
WA ER
00
U')
Z
9.36
C-4
ti
zM a.
UALITY DIVERSION
�O
o
� ovir-
-
MANHOLE LINE
N
Q
�I
v
N
"WQX" (DETAILS PER
w
TM 19960 WQSD
PLAN)
Q1oo = 99.5 CFS
VMAx = 14.0 FPS
ALL 270.3 L.F. 42" R.C.P.
1350 D -LOAD
I
� SCALE: 1 " = 40'
REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
RM
OQn OnuuW[E pQH"K
R/W
SEWER
OAK GROVE AVENUE
N 0°5'C'46"-
- �V
PROP. WATER
/w
Q1oo = 99:5 -CF
VMAx = 14.0 FPS
ALL 401.74 L.F. 42" R.C.P.
1350 D -LOAD
20 21 2
*** NOTE:
PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL
POTHOLE TO VERIFY THE EXISTING LOCATION AND ELEVATION AT
POINTS OF CONNECTION AND CROSSINGS OF POSSIBLE CONFLICTS
AND SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
22+45.00 OAK GROVE AVENI
=10+00.00 GARDENS STREET
FUTURE WQI
S. DRAIN
(LINE "WQX")
ROP. C&G _
-- - S �-
--
F-
U*)
-N 11 11
,,6D STORM DRAIN LINE X
c
U
9 T`HaC T 19962
OAK GROVE AVENUE
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.
PRO . SD
TRA T 19960
ISI I
A=49.78° OD
B=18"
C=3.43'
D=42"
20+67.25 10
=10+00.00
\ LAT. "X-1"
20+93.21r"
CL MFiU
20+95.54 Q
BCS
21+13.28
I
ST STA 10+45-22 x I I V' � I
o
END PIP 0')�
ST ST 2+24.40
CIL Cj3r
W= 4', V= 9.44'` -
GARDENS STREET
SEE SHEET 4
BENCH MARK: #6-7 BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK #6-7. THE CENTERLINE OF CITRUS AVENUE AS
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS
ELEVATION: 1739.006' OF BEARINGS FOR THIS MAP.
PREPARED UNDER THE SUPERVISION OF:
(NMADOLE
Min
90 0
3 2 PITTSBURGH AVE., SUITE 23
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
R/W
DRAWN BY:
DM
DESIGNED BY:
Engineering Communities for Life FAX 909.481.6320
N
045' 00'00"
Z11
CHECKED BY:
WLI
.� DA
WEND LL L. AThURU EXP. P-3009
W
22.50
_wI
J
9.36
1 bo
_
�O
W
r
-
W
U)
Q
�I
REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
RM
OQn OnuuW[E pQH"K
R/W
SEWER
OAK GROVE AVENUE
N 0°5'C'46"-
- �V
PROP. WATER
/w
Q1oo = 99:5 -CF
VMAx = 14.0 FPS
ALL 401.74 L.F. 42" R.C.P.
1350 D -LOAD
20 21 2
*** NOTE:
PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL
POTHOLE TO VERIFY THE EXISTING LOCATION AND ELEVATION AT
POINTS OF CONNECTION AND CROSSINGS OF POSSIBLE CONFLICTS
AND SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
22+45.00 OAK GROVE AVENI
=10+00.00 GARDENS STREET
FUTURE WQI
S. DRAIN
(LINE "WQX")
ROP. C&G _
-- - S �-
--
F-
U*)
-N 11 11
,,6D STORM DRAIN LINE X
c
U
9 T`HaC T 19962
OAK GROVE AVENUE
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.
PRO . SD
TRA T 19960
ISI I
A=49.78° OD
B=18"
C=3.43'
D=42"
20+67.25 10
=10+00.00
\ LAT. "X-1"
20+93.21r"
CL MFiU
20+95.54 Q
BCS
21+13.28
I
ST STA 10+45-22 x I I V' � I
o
END PIP 0')�
ST ST 2+24.40
CIL Cj3r
W= 4', V= 9.44'` -
GARDENS STREET
SEE SHEET 4
BENCH MARK: #6-7 BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK #6-7. THE CENTERLINE OF CITRUS AVENUE AS
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS
ELEVATION: 1739.006' OF BEARINGS FOR THIS MAP.
PREPARED UNDER THE SUPERVISION OF:
(NMADOLE
Min
90 0
3 2 PITTSBURGH AVE., SUITE 23
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
DELTA
DRAWN BY:
DM
DESIGNED BY:
Engineering Communities for Life FAX 909.481.6320
C4
045' 00'00"
WLI
CHECKED BY:
WLI
.� DA
WEND LL L. AThURU EXP. P-3009
R.C.E. 36637
22.50
17.74
WILE
IZ 1"= 40'
�T 1 "= 4'
SCALE IN FEET
40 80 120
Curve Table
Curve #
DELTA
RADIUS
LENGTH
TANGENT
C4
045' 00'00"
22.50
17.67
9.32
C5
045' 10'30"
22.50
17.74
9.36
Line Table
LINE #
DIRECTION
LENGTH
L5
N44° 08' 14.10"E
30.28
L6
N86' 04' 53.41"W
43.22
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
OAK GROVE AVENUE
LINE "X"
STA. 17+00.00 TO STA. 21+13.28
APPROVED BY: i ;�
6/8/17
CITY ENGINEER R.C.E. 51152 DATE
160
SCALE:
AS SHOWN
DATE:
JULY 19, 2016
DRAWING NO. 3
5586 7
J:\126-2356\storm\sd03.dwg, 4/24/2017 8:08:21 AM, DWG To PDF.pc3