HomeMy WebLinkAbout2456-5Non rm ar
LINE "
C�,sjwe.4 c.t.s.
EX. CATCH BASIN � �
1 �� s MV) HGL2 �
FY
sz 17
- W.S.
0
4
Z�.pcAnoro of �rAn�nvc
AL7A FOOTING AND ADJUST INLET
OC
LATI AND CONC. V -DITCH ACCORDINGLY
S=0.0100
EX. -C TEL.
CON UITS
(VERI LOCATION)
)NST. IS." LJF. OF 1!I' R.C.P. — 1500 D
18" R.C.P.
40 S 40
r6*Xl
DOWN DRAM
ANCHOR I
I
1'
2.
CONSTRUCT 26" X 26" (INSIDE DIA.) CATCH BASIN PER CITY OF FONTANA
STD. PLAN 122. MODIFY TO FIT AN ALHAMBRA FOUNDRY COMPANY
RAISED GRATE CATCH BASIN GRATE AND FRAME (PLATE NO. A-1650).
19 INLET STRUCTURE
FSR cry i o�C.
(D,__D0WN DRAIN
NOT TO SCALE
HINGE POINT
2
.r-
ALL EDGES TO BE TRIMMED SMOOTH
18 TERRACE DRAIN
NOT TO SCALE
ft.3MM
* Esp.9/30/'91
r
I " RECORD CRAW tMG"
REVISIONS
DATE
A
TORS CONSTRUCTED EVERY
IV IM 1/LR 1IVnL HEIGHT AND AT TOE AND TOP
OF DOWN DRAIN
NOTES FOR BROW DITCH. TERRACE DRAIN IIID DOM DRAIN
1. CONCRETE SHALL HAVE A M"MUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS
OF 2500 p.s.i.. CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM
TO SEC11ON 1905 OF THE U.B.C. 1994.
2. REINFORCING SHALL BE 6'X6"—WI.4 X W1.4 WIRE WELDED MESH (W.W M.) OR APPROVED
EQUAL
3. CONCRETE SHALL BE PRE -WETTED PRIOR TO PLACEMENT OF CONCRETE.
>EMENT NOTES:
INDICATES VARIABLE NADTH EASEMENT FOR SLOPE
AND LANDSCAPE MAINTENANCE.
Consultine Group
6 Morgan, Sulte 100
lrvlhe, Calftml0 926118
(714)587-3012 FAX (714)472-31718
PREPAR U D THE SUPERVISION OF:
DATE A. ERSEN R.C.E. 35275
4-'1-1 ,7
ATE:
w
210
12" CONCRETE V -DITCH
@_2 CONCRETE V -DITCH
CONSTRUCTION NOTESt
1a --CONSTRUCT 18" R.C.P., 1500 D.
@—CONSTRUCT TERRACE DRAIN PER DETAIL HEREON. tofifl �MXJ114%6
(D—CONSTRUCT 26"X26' (INSIDE DIA.) INLET STRUCTURE
PER DETAIL HEREON.
O --CONSTRUCT 12' CONCRETE V -DITCH PER DETAIL HEREON.
24 --CONSTRUCT 24" CONCRETE V -DITCH PER DETAIL HEREON.
@--BREAK INTO BACK OF EXISTING CATCH BASIN AND JOIN PER
APWA STD. PLAN 308-0.
@--CONSTRUCT DOWN DRAIN PER DETAIL HEREON.
GRAPHIC SCALE
40 • a .. M I"
(INS)
I inch = 40 flL
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
U
'
v
DRAWN BY
STORM DRAIN IMPROVEMENT PLANS
d:
SCALE:
LCS
LINE, D
HORZ.:
1" =40'
DESIGNED BY
'VERT.:
1" =4'
SES
Lat.._.,
DATE:
cj
CHECKED BY
TAP
O
m
JOB NO.�,
W
DR. NO.
4
Z�.pcAnoro of �rAn�nvc
AL7A FOOTING AND ADJUST INLET
OC
LATI AND CONC. V -DITCH ACCORDINGLY
S=0.0100
EX. -C TEL.
CON UITS
(VERI LOCATION)
)NST. IS." LJF. OF 1!I' R.C.P. — 1500 D
18" R.C.P.
40 S 40
r6*Xl
DOWN DRAM
ANCHOR I
I
1'
2.
CONSTRUCT 26" X 26" (INSIDE DIA.) CATCH BASIN PER CITY OF FONTANA
STD. PLAN 122. MODIFY TO FIT AN ALHAMBRA FOUNDRY COMPANY
RAISED GRATE CATCH BASIN GRATE AND FRAME (PLATE NO. A-1650).
19 INLET STRUCTURE
FSR cry i o�C.
(D,__D0WN DRAIN
NOT TO SCALE
HINGE POINT
2
.r-
ALL EDGES TO BE TRIMMED SMOOTH
18 TERRACE DRAIN
NOT TO SCALE
ft.3MM
* Esp.9/30/'91
r
I " RECORD CRAW tMG"
REVISIONS
DATE
A
TORS CONSTRUCTED EVERY
IV IM 1/LR 1IVnL HEIGHT AND AT TOE AND TOP
OF DOWN DRAIN
NOTES FOR BROW DITCH. TERRACE DRAIN IIID DOM DRAIN
1. CONCRETE SHALL HAVE A M"MUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS
OF 2500 p.s.i.. CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM
TO SEC11ON 1905 OF THE U.B.C. 1994.
2. REINFORCING SHALL BE 6'X6"—WI.4 X W1.4 WIRE WELDED MESH (W.W M.) OR APPROVED
EQUAL
3. CONCRETE SHALL BE PRE -WETTED PRIOR TO PLACEMENT OF CONCRETE.
>EMENT NOTES:
INDICATES VARIABLE NADTH EASEMENT FOR SLOPE
AND LANDSCAPE MAINTENANCE.
Consultine Group
6 Morgan, Sulte 100
lrvlhe, Calftml0 926118
(714)587-3012 FAX (714)472-31718
PREPAR U D THE SUPERVISION OF:
DATE A. ERSEN R.C.E. 35275
4-'1-1 ,7
ATE:
w
210
12" CONCRETE V -DITCH
@_2 CONCRETE V -DITCH
CONSTRUCTION NOTESt
1a --CONSTRUCT 18" R.C.P., 1500 D.
@—CONSTRUCT TERRACE DRAIN PER DETAIL HEREON. tofifl �MXJ114%6
(D—CONSTRUCT 26"X26' (INSIDE DIA.) INLET STRUCTURE
PER DETAIL HEREON.
O --CONSTRUCT 12' CONCRETE V -DITCH PER DETAIL HEREON.
24 --CONSTRUCT 24" CONCRETE V -DITCH PER DETAIL HEREON.
@--BREAK INTO BACK OF EXISTING CATCH BASIN AND JOIN PER
APWA STD. PLAN 308-0.
@--CONSTRUCT DOWN DRAIN PER DETAIL HEREON.
GRAPHIC SCALE
40 • a .. M I"
(INS)
I inch = 40 flL
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
0
i
�M
rn~
t, -o
00
I'
�. Ian
0
DRAWN BY
STORM DRAIN IMPROVEMENT PLANS
SCALE:
LCS
LINE, D
HORZ.:
1" =40'
DESIGNED BY
'VERT.:
1" =4'
SES
TRACT NO. 14573-1
DATE:
CHECKED BY
TAP
PUN AND PROFILE
04/07/97
JOB NO.�,
DR. NO.
SHT.
NO.
APPROV0,07
ED CITY ENGINEER R.C.E. 25126
245
Qi
� 1 0
0
i
�M
rn~
t, -o
00
I'
�. Ian
0