HomeMy WebLinkAbout4352-2I
a
0
CURVE DATA
-----------------
DELTA
RADIUS
TANGENT
LENGTH
1, *59'42"
3.0 0,
8.24'
6.81'
139'59'42"
3.00,
8.24'
6.8 Y
BENCHMARK
286t 72 TC
�tt=_ —
ANGLE PT. 0
STA 2+82,94
V7Wr
96,91 TFUN �X.
FS T
...........
EX�11?1PING
N'LY S'LY
CL
119,
6 Y 58,
30' -- 24' 36' —71— 15'
9.5— —5�--
- I— 0.611
2% 2% 2%
'MEDIAN
PICAL
ROANOKEROAD
TYSECTION
Mm ii l� 81i 11 m®r, 1 w1i , " V
14
DIALo r'
TWO `III
BEFORE DAYS BEFORE
YOU DIG TOU DIG
TOLL FIREt 0-2 7-266i
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALER'
m
NOTEN_
ANY LANDSCAPING, IRRIGATION, SLEENANG, PIPING, SPRINKLERS OR OTHER
LANDSCAPE FEATURES SHALL BE REPAIRED OR REPLACED WITHIN THE PUBLIC RIGHT OF WAY
-----------------
CITY OF FONTANA, CALIFORNIA
.................
GILBERT ENGINEERING
Min fillets
EX, PLANTER/
& ASSOCIATES, INC.
Optional Const Jt
- - - — - - - - - - - -
EX, SIDEWALIK—
2 MERRIWEATHER PLACE
LADERA RANCH, CA 92694
DRAWN BY-
CHERRY AVE. & ROANOKE RD.
U-
PK (949) 2 1 M07S
FAX (949)2IM041
SPAN
HEIGHT
2'
'lei
N'LY S'LY
CL
119,
6 Y 58,
30' -- 24' 36' —71— 15'
9.5— —5�--
- I— 0.611
2% 2% 2%
'MEDIAN
PICAL
ROANOKEROAD
TYSECTION
Mm ii l� 81i 11 m®r, 1 w1i , " V
14
DIALo r'
TWO `III
BEFORE DAYS BEFORE
YOU DIG TOU DIG
TOLL FIREt 0-2 7-266i
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALER'
m
NOTEN_
ANY LANDSCAPING, IRRIGATION, SLEENANG, PIPING, SPRINKLERS OR OTHER
LANDSCAPE FEATURES SHALL BE REPAIRED OR REPLACED WITHIN THE PUBLIC RIGHT OF WAY
32,83° 1_.a 18" RCP (D-20001
at = 1 a
2.6 cfs, V,= 14.91 ft1s
0
Q =1 9.2 cfs, '� 00= 16.6 0 ft/s
Y 4- 24.834 100
UA_1C_R7ff7WM7'ER_0_r
STD. PLAN NO. 3005
8230 TC
......... . ......
75.7 T.L.
INJ\V�
75.62 INV
wpa
CONNECT BOX TO BA7CKOF
CATCH BASIN PER CITY OF FONTANA
STD. PLAN NO. 3GO5
w4mmm
w"
\74.47 INV
JOIN EX. 0- PL
70.72
76.7
2 INV
76.7
- - TRANSITION
75.72 INV TRANSITION STRUCTURE
PER A.P.W.A. STD.
PLAN NO. 342-1
PROP. 1.33'h x 4'w CONC. BOX PIPE
PER DETAIL BELOW
STORM DRAIN PROFILE
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . .
E. CATCH BASIN
CONNECT BOX TO BACK
OF CATCH BASIN PER CITY OF FONTANA
STD. PLAN NO. 3005
EX. ENCASED LITILITY
. . . . . . . . . .
PROP. 1.33'h x 4'w CONC. BOX PIPE
PER DETAII. BELOW
...... ... . . . .......... �11_11 � ��
N.T.S.
-----------------
CITY OF FONTANA, CALIFORNIA
GILBERT ENGINEERING
Min fillets
t.
& ASSOCIATES, INC.
Optional Const Jt
- - - — - - - - - - - -
2 MERRIWEATHER PLACE
LADERA RANCH, CA 92694
DRAWN BY-
CHERRY AVE. & ROANOKE RD.
See Note P.
PK (949) 2 1 M07S
FAX (949)2IM041
SPAN
HEIGHT
2'
'lei
- - - - - - - - - -
RWG
Maximum Earth Cover
ADDED STORM DRAIN CONNECTION DETAILS B & C
3/25/08
R
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
32,83° 1_.a 18" RCP (D-20001
at = 1 a
2.6 cfs, V,= 14.91 ft1s
0
Q =1 9.2 cfs, '� 00= 16.6 0 ft/s
Y 4- 24.834 100
UA_1C_R7ff7WM7'ER_0_r
STD. PLAN NO. 3005
8230 TC
......... . ......
75.7 T.L.
INJ\V�
75.62 INV
wpa
CONNECT BOX TO BA7CKOF
CATCH BASIN PER CITY OF FONTANA
STD. PLAN NO. 3GO5
w4mmm
w"
\74.47 INV
JOIN EX. 0- PL
70.72
76.7
2 INV
76.7
- - TRANSITION
75.72 INV TRANSITION STRUCTURE
PER A.P.W.A. STD.
PLAN NO. 342-1
PROP. 1.33'h x 4'w CONC. BOX PIPE
PER DETAIL BELOW
STORM DRAIN PROFILE
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . .
E. CATCH BASIN
CONNECT BOX TO BACK
OF CATCH BASIN PER CITY OF FONTANA
STD. PLAN NO. 3005
EX. ENCASED LITILITY
. . . . . . . . . .
PROP. 1.33'h x 4'w CONC. BOX PIPE
PER DETAII. BELOW
...... ... . . . .......... �11_11 � ��
N.T.S.
'Irk w
WATER CONSTRUIC ION NOTESju (REFERENCE ONLY -PER SEPERATE PERMIT)
UO INSTALL 8" HOT TAP TO EXISTING 12" WATER MAIN PER C.V.W.D. STD. DWG. NO. 123
3f4„
CITY OF FONTANA, CALIFORNIA
GILBERT ENGINEERING
Min fillets
t.
& ASSOCIATES, INC.
Optional Const Jt
- "a" C___) bars,
2 MERRIWEATHER PLACE
LADERA RANCH, CA 92694
DRAWN BY-
CHERRY AVE. & ROANOKE RD.
See Note P.
PK (949) 2 1 M07S
FAX (949)2IM041
SPAN
HEIGHT
2'
mwt.gilbert-engineering.com
RWG
Maximum Earth Cover
DATE:
10/04/07
Date:
WILLIAM GILBERT R.C.E. 53251
APP 0 BY
DATE'
10'
RWG
Roof TI
7"
.04
u
—
Walls 1-2
0.25S " " dbars
I or
6"
Invert T3
6"
64
CL RCB
Spacing
7
Z
a- r#
Size Sa
*6
-d" I Size Bar #
#7-.
_.'e- 3or '�45
Dia lap bars,
Size Bar #
#4
2"ClrTyp---
See Note l.
AfternativeConst-it-
Concrete
7.4 CF/LF
Const A
bars,
Reinforcement
See Note 1.
'Irk w
WATER CONSTRUIC ION NOTESju (REFERENCE ONLY -PER SEPERATE PERMIT)
UO INSTALL 8" HOT TAP TO EXISTING 12" WATER MAIN PER C.V.W.D. STD. DWG. NO. 123
Prepared Under The Supenfision Of
CITY OF FONTANA, CALIFORNIA
GILBERT ENGINEERING
STREET IMPROVEMENT PLAN
t.
& ASSOCIATES, INC.
2 MERRIWEATHER PLACE
LADERA RANCH, CA 92694
DRAWN BY-
CHERRY AVE. & ROANOKE RD.
PK (949) 2 1 M07S
FAX (949)2IM041
R
DESIGNED BY:
mwt.gilbert-engineering.com
RWG
DATE:
10/04/07
Date:
WILLIAM GILBERT R.C.E. 53251
APP 0 BY
DATE'
RWG
CITY ENGINEER R.CE. 51152