HomeMy WebLinkAbout2421-31/2p 0 STEEL BARSTO
C.S.P.
GAUGE
"
1 16
PROTECTION BAR AT 16.C.
AND
TO BAND AT 120' (3TIONS).
10
1/4" X rBAND,
BEND
BEND STEEL PLATE AND
LD.
2 FLANGE AT
NDS.
F
1 /2" •
STEEL
PROTECTION
BAR
5/80' • X
" GALVANIZED
1/40 X 6" DIAM.
MACHINE
T
STEEL PLATE
eftOTECTION BAR
KD2RR
R
C.S.P.
GAUGE
"
1 16
30"-39"
14
51m -66m
10
FLOW LINE ELEVATION OF V -DITCH T INLET
STANDARD C.S.P. "TEE" SECTION
8"
ul
C.S.P. --"�
r
: .C.P.
4" P.C.C. SLAIR -�` �1boT
SLOPE TO DRAIN
\,�VRAP WITH ONE THICKNESS
OF 15 P ND FELT PAPER,
INVERT ELEV. A SHAPE NING FOR SMOOTH
JOINT
CONNECT T'O.C.P. WITH P.C.C.
COLLAR, IN A CORDANCE WITH
DETAIL AT RI HT
NOTES:
1. V, D1, 02 AND ELEVATION A SHALL SHOWN ON THE CONSTRUCTION PLIANS.
2. GRATE ASSEMBLY SHALL BE FABRIC TED TO FIT C.S.P. Of SIZE D2.
3. GRATE ASSEMBLY SHALL BE CALVAN ZED AFTER FABRICATION.
4.I D1 GAUGE SHALL BE THE SAME D2.
C.S.P. DROP INLET
N.T.S.
W
z
M =—
u') U
130 cr
oa
w
m�
U•
uj
M CV
,e
0Y.
00 0
dovA
a� • .�� -�'� 1 + psi
179
CO COLLAR
�r
1+00.00
BEG. 18"R C.P.
1
24
PAD=790s0-
23
PAD=789.0
Q25=12.0 c.f.s.
N'LY E.P. a
In NWS
tl') CU Z
co
I ! + N11-1 0%
.0 �o
U
a 12
1
+
m
Z
3 �o
ao r,*-
17113.2 0
W S.
HG�25)
�V*
D-1500
PARKWAY DRAIN '�0
BE CONS�UCTED PER
STREET IMPROVEMENT PLAN
DWG. NO. 2419
! G•
dL
U
0�
w
+
r 19
HOR . rwW
VERT. f"g
6' NIGH PERWTER
WALL BY OTHERS.
LOT 24
2"
LOT 'go)
t
6' HIGH PERIMETER 25'
WALL BY OTHERS. 15'
LOT 24 4.5'
• ���►i
" V
�--- D
X
w ..:rte•+ fx
STREETPIM OVEMENT PLANS
sECTION A—
NOT TO SCALE
LOT "A" t
1' S'
23.5 1 7.5'
VARIES'''`::,,,
23-Szec
le STORM DRAIN
4" AC PAIANG PER
STREET IMPROVEMENT PLANS
SECTIO —13 TO ALE
CONSTRUCTION NOTES:
1T} --CONSTRUCT lir R.C.P., D-1300, SEE BEDDING DETAIL. ON SHEET 7..
t
5' 1 1 0.5'
,6' HIGH PERIMETER
WALL BY OTHERS.
LOT 25
&—CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-1.
,? CONSTRUCT CONCRETE BROW DITCH PER DETAII uevcn..•
�,•�' ��'' 13 CONSTRUCT 24" C.S.P. DROP INLET PER DETAIL HEREON.
.. / OSEI!��-d
CONS70
+ CRADI4G,o1�'
1+82.53
END 18" R.C.P. �
23 x J
PAD=790.0
PRIV STORM DRAIN
BE ONSTRUCTED
P ROU GRADIN
26
PAD= 787.0
,WIDE PARKWAY DRAM ---
PER STREET IMPROVEMENT ---'
PLAN DWG. N0. 2419 27
12' DRW'Y
STREET NMPROVEMENT PAD=785.0
PLAN DWG. NO. 2419
6' WIDE PARKWAY DRAIN
PER STREET IMPROVEMENT
PLAN DWG. NO. 2419
-^FEss
�o k
`— No.352
*
EXP.9/30/19
or gcot•p SQA S TO. 145
REVISIONS
j{
I Tt
DATE
PROPOSED DRAINAGE
EASEMENT
GRAPHIC SCALE
40 tr Mi 1
IN rear
1 inch = 40 !'t.
The I Consulting Group
6 Morgan, %It* 100
ten., Cafftmlo 92618
(714)587-3012 FAX (714)472-3176
PREPAR U ER E SUPERVISION! OP.
PETERSENTHOMAS A. RME. 35275
@,-BROW DITCH DETAIL
NOT TO SCALE
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY STORM DRAIN IMPROVEMENT PLANS SCALE:
DESIGNED BY Ll N E � B � NORZ.: 1'X40'
SES VERT.: 1' =4•
PLAN AND PROFILE
CHECKED BY DATE:
TAP TRACT N0. 14571 01/16/97
JOB N0. ��� DR. N0. SK. N0.
AP
ENGINEER R.C.E. 25126 2421 3OF 7
O.,
Ca
too
c
F
01
D-1500
PARKWAY DRAIN '�0
BE CONS�UCTED PER
STREET IMPROVEMENT PLAN
DWG. NO. 2419
! G•
dL
U
0�
w
+
r 19
HOR . rwW
VERT. f"g
6' NIGH PERWTER
WALL BY OTHERS.
LOT 24
2"
LOT 'go)
t
6' HIGH PERIMETER 25'
WALL BY OTHERS. 15'
LOT 24 4.5'
• ���►i
" V
�--- D
X
w ..:rte•+ fx
STREETPIM OVEMENT PLANS
sECTION A—
NOT TO SCALE
LOT "A" t
1' S'
23.5 1 7.5'
VARIES'''`::,,,
23-Szec
le STORM DRAIN
4" AC PAIANG PER
STREET IMPROVEMENT PLANS
SECTIO —13 TO ALE
CONSTRUCTION NOTES:
1T} --CONSTRUCT lir R.C.P., D-1300, SEE BEDDING DETAIL. ON SHEET 7..
t
5' 1 1 0.5'
,6' HIGH PERIMETER
WALL BY OTHERS.
LOT 25
&—CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-1.
,? CONSTRUCT CONCRETE BROW DITCH PER DETAII uevcn..•
�,•�' ��'' 13 CONSTRUCT 24" C.S.P. DROP INLET PER DETAIL HEREON.
.. / OSEI!��-d
CONS70
+ CRADI4G,o1�'
1+82.53
END 18" R.C.P. �
23 x J
PAD=790.0
PRIV STORM DRAIN
BE ONSTRUCTED
P ROU GRADIN
26
PAD= 787.0
,WIDE PARKWAY DRAM ---
PER STREET IMPROVEMENT ---'
PLAN DWG. N0. 2419 27
12' DRW'Y
STREET NMPROVEMENT PAD=785.0
PLAN DWG. NO. 2419
6' WIDE PARKWAY DRAIN
PER STREET IMPROVEMENT
PLAN DWG. NO. 2419
-^FEss
�o k
`— No.352
*
EXP.9/30/19
or gcot•p SQA S TO. 145
REVISIONS
j{
I Tt
DATE
PROPOSED DRAINAGE
EASEMENT
GRAPHIC SCALE
40 tr Mi 1
IN rear
1 inch = 40 !'t.
The I Consulting Group
6 Morgan, %It* 100
ten., Cafftmlo 92618
(714)587-3012 FAX (714)472-3176
PREPAR U ER E SUPERVISION! OP.
PETERSENTHOMAS A. RME. 35275
@,-BROW DITCH DETAIL
NOT TO SCALE
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY STORM DRAIN IMPROVEMENT PLANS SCALE:
DESIGNED BY Ll N E � B � NORZ.: 1'X40'
SES VERT.: 1' =4•
PLAN AND PROFILE
CHECKED BY DATE:
TAP TRACT N0. 14571 01/16/97
JOB N0. ��� DR. N0. SK. N0.
AP
ENGINEER R.C.E. 25126 2421 3OF 7