HomeMy WebLinkAbout2456-4S=0.0100
Q"=11.5 c.f.s.
LOT I'C"
BRACT NO. 13750
W.S.
HGL25
0
18" R.C.P. - 1500 D
1.5" EXTRA COVER PIPE
025=6.0 c.f.s.
EX. CATCH BASIN
��3� qVV,t)Gt-25
W.S.
10
%2
mmM
_
chi
9L
.00
a
00
G�0
W
10
J
mi
0
U
C-4
w
m
d C.4
O
'
C)
10
N U d
oo
CONST. $8.65 L.F. Um
18" R.C.P. - 1500 D
1.5" EXTRA COVER PIPE
025=6.0 c.f.s.
EX. CATCH BASIN
��3� qVV,t)Gt-25
W.S.
10
%2
mmM
025=3.7 cls.
CONCRETE HEAD MIALL PER DETAIL ON SHEET 10
r-a04M
uNE C•
FL V`4DITCH PER ROUGH GRADING PLAN
DEBRIS *ACK PER DETAIL ON SHEET 10
X805.7
W.S.
.5' V -DITCH TO PIPE TRANSITION
_-- EX. -4" TEL.
CON ITS
("VERIFY I LOCATION)
t1.
V
ace
r
CONST. 14.88 L F. OF 18" R.C.P. - 1500 D
X W1.4 W.W.M.
12 BROW DITCH DETAIL
NOT TO SCALE
NOTES FOR BROW 01ICN:
1. CONCRETE SHALL HAVE A MNIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS
OF 2500 p.s.i.. CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM
TO SECTION 1905 4F THE U.B.C. 1994.
2. REINFORCING SHALL BE 6"X6" -W1.4 X W1.4 WIRE WELDED MESH (W.W.M.) OR APPROVED
EQUAL.
3. CONCRETE SHALL BE PRE -WETTED PRIOR TO PLACEMENT OF CONCRETE.
1 /2" 0 STEEL BARS WELDTO --�
PROTECTION BAR AT' 6" O.C. AND
TO BAND AT 120' (3 LOCATIONS).
BEND STEEL PLATE AND WELD.
1/4w X 6" DIAM:
STEEL PLATE
e P.C.C. SLAB
SLOPE TO DRAIN
IN'VERT ELEV. A
1/40 X 3" STEEL BAND, BEND
2" FLANGE AT ENDS.
0 STEEL
PROTECTION BAR
�5/8" • X 6" GALVANIZED
MACHINE BOLT
CTION BAR
SEE NOTE 4 (TYP.)
-...,-STANDARD C.S.P. "TEE" SEC11ON
D2 RISER
DIAMETER
C.S.P.
GAUGE
18"-27"
9L
OD
14
00
�
W
10
W
mi
N♦
C-4
w
m
;
o
C)
025=3.7 cls.
CONCRETE HEAD MIALL PER DETAIL ON SHEET 10
r-a04M
uNE C•
FL V`4DITCH PER ROUGH GRADING PLAN
DEBRIS *ACK PER DETAIL ON SHEET 10
X805.7
W.S.
.5' V -DITCH TO PIPE TRANSITION
_-- EX. -4" TEL.
CON ITS
("VERIFY I LOCATION)
t1.
V
ace
r
CONST. 14.88 L F. OF 18" R.C.P. - 1500 D
X W1.4 W.W.M.
12 BROW DITCH DETAIL
NOT TO SCALE
NOTES FOR BROW 01ICN:
1. CONCRETE SHALL HAVE A MNIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS
OF 2500 p.s.i.. CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM
TO SECTION 1905 4F THE U.B.C. 1994.
2. REINFORCING SHALL BE 6"X6" -W1.4 X W1.4 WIRE WELDED MESH (W.W.M.) OR APPROVED
EQUAL.
3. CONCRETE SHALL BE PRE -WETTED PRIOR TO PLACEMENT OF CONCRETE.
1 /2" 0 STEEL BARS WELDTO --�
PROTECTION BAR AT' 6" O.C. AND
TO BAND AT 120' (3 LOCATIONS).
BEND STEEL PLATE AND WELD.
1/4w X 6" DIAM:
STEEL PLATE
e P.C.C. SLAB
SLOPE TO DRAIN
IN'VERT ELEV. A
1/40 X 3" STEEL BAND, BEND
2" FLANGE AT ENDS.
0 STEEL
PROTECTION BAR
�5/8" • X 6" GALVANIZED
MACHINE BOLT
CTION BAR
SEE NOTE 4 (TYP.)
-...,-STANDARD C.S.P. "TEE" SEC11ON
D2 RISER
DIAMETER
C.S.P.
GAUGE
18"-27"
16
30"-39"
14
42"-48"
12
51 "-66"
10
s C.S.P. � ��_
t � R.C.P.
�
WRAP IM1H ONE THICKNESS
OF 15 POUND FELT PAPER,
SHAPE OPENING FOR SMOOTH
JOINT
CONNECT TO R.C.P. WITH P.C.C. "
COLLAR, IN ACCORDANCE WITH
DETAIL AT RIGHT
NOTES:
1. V, D1, D2 AND ELEVATION A SHALL BE SHOWN ON THE CONSTRUCTION PLANS.
2. GRATE ASSEMBLY SHALL BE FABRICATED TO FIT C.S.P. OF SIZE D2.
3. GRATE ASSEMBLY SHALL BE GALVANIZED AFTER FABRICATION.
4. 1/2m WIDE SLOTS OR 1/2m TO 1" 0 HOLES.
5. D1 GAUGE SHALL BE THE SAME D2.
,�',,Y�1 INLET STRUCTURE
1 T I J
N.T.S.
4e
tk
GRAPHIC SCALE
20 40 a
( nR)
I inch = 40
UG I AIL VN JI'7tt 1 I U.
EASEMENT NOTES: 0�_BREAK INTO BACK OF EXISTING CUTCH BASIN AND
JOIN PER APWA STD. PLAN 305-0.
INDICATES 15 FOOT WIDE STORM DRAIN EASEMENT. CITY OF FONTANA CALIFORNIA
PUBLIC 'WORKS DEPARTMENT
� TheOqz) Consulting Group �w+w� eY STORM DRAIN IMPROVEMENT PLANS S��
INDICATES 3 FOOT WIDE DRAINAGE EASEMENT . � ti 6 Morgan, Su/te 100 �� HOR2.: 1'=40
DESIGNED BY
LINE C
��M lrvhie. Cop/om/a 92614 SES VERT.: 1'=4•
Irvine,
INDICATES 15 FOOT WIDE DRAINAGE EASEMENT . * E„P•9/�/� * (714)587-3012 fAX (714)472-3176 III CHECKED BY �� N0. 14573-1 DATE:
PREP ND THE SUPERVISION OF: TAP PUN MID PROFlLE 04/07/'97
� ���� " RECO2D DRAtiU tNG" w JOB N0.V45DR. N0. SHT. N0.
REVISIONS pRpy' �►� �p CITY �'� A. ATE: ��D CIN ENGINEER R.C.E. 25126 2456 40F10