HomeMy WebLinkAbout1451C-4INSTALL FPWf, AND COVER
INOTALI, V0 6ALY. —
STLrr5• STATE STD
P. 7Z
Z" CLX.
(TYP.)
#s SaM5 AT IZ" O.c
:#4 13AIZ5 AT IZ" D.G.
H
12" MIN
i
',T SAM HOOPS
41ZOOND PIPE
DrA L Z)
!'4 MAV -05 AT Z" O.C.
"4 BARO AT Co" D.G.
GUZ21 OPENING DETAIL,
LOCAL DEPRESSION
3b9-6 AT 121r D.C.
04 DA Iz 6 AT IZ" D. C.
& DD #S SAX x.1010 P4:�P
X -<--x A ROUND PIPE
l TOTAL C)
45".0 VCP
I
�FLOWLIUE ELEVATION
I
. FLOW
SHOWN ON PLANS
I
1
4 3AIE15 AT IZ" O.C.
VI #5 LSA►R5 AT IZ" O.C.
SECTION A-4\
/V. T. S.
I V �F' Q •I 10, r
SECT ION B - 6
N. T. 5.
9EF2I- E INCE S:
CATCH BASIN
STORM DRAIN CLEANOUT
NOT T4 SCALA
.NOTES:
I. DEEB GATLI4 6bo47IN yLfALL GE
GONSTRUGTED OF CL,4h� "A"
G0IUG9ETE 3DDD P. 415*. 1.
Z. GLEAeANGE FROM I.D. OF PIPE TD
GC.EANOUT WALL SNALC. C3E 4" MIN.
3. ,CALL 7-EINFDRGEMENT CiAds SI-IALL 6E
INTERMEDIATE Ca RADE
AND 9SPI444LL 6E DEFORMED AC-
G0RDINC-i TO AZTM A 305- 6Co7
4. r-ot4 Npo►Tio0fao� WFogmt%-TioJ
vET�� s►-t50ST NO -C:7
*1,4
FRAME AND
PER STD. Z
#4 aA;z5 AT Z"O.C,
A
IMPROVEMEN Ty
L6TATION PER PLAN
44 SAR5 AT !o" C
( TYPICAL)
LOS AN&EL ES COUNTY FLOOD COIUTROL
J"
S17AN1>L\I5zD PLANS NO. Z -- DI72
2.
•54N 5ER -HAV-DIK10 COUNTY FLOOD CON TMOL
"DEt3EMPLY STOIzM DRAIN"
C ON T V-A LST N D. 6o 7 D Co
FILE ND. Z-805-1 157HEF—T 5 OF 0F
IU5
IDN AN D
►TION
PLANS
►L I.'ESSION
lD1U5
ON AND
!6T I O N
PLAN 7
sf e✓PS Pe -r- S t� y`e
o•
` OPTIONAL HOOK
-•�-- Z C%
_
const.-Jf a_
yy ' d • _ §TEEL A'N2.E A SU PPOT DOLT DETAIL,
/ / , I/4 OPTIONAL ANCHOR
�4d '#� 3 0/2"x6" STUDS)
IN
SECTION A -A J-� 1050 N
�V. T. 5. *iISIGALV. STEEL " 1 2 0 STEEL A1�CHOR AT 3'-O�r O.C. MA
ANGLE / ( X 1
LENGTH SHALL BE OPENING WIDTH PLUS 12 INCHES
STEEL ANGLE ANCHOR
NOTES=
1. A PLAIN ROUND GALVANIZED STEEL PROTECTION BAR 3/4" IN DIA. SHALL BE
INSTALLED AND EMBEDED 6"AT EACH END.
2. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED. (EXCEPT FRAME AND COVER)
3. SUPPORT BOLTS SHALL BE UNIFORMLY SPACED BUT NOT TO EXCEED 71ON CENTER.
4. STEEL ANGLE SHALL BE BENT TO MATCH CURB ALIGNMENT.
CATCH BASIN OPENING-,
� � Nor To s�.aLr
SECTION B - B
N T S.
Alhen Duf/p,f ,v•P� extends /IV 7<o 5
add 3 `4 A5nrs R s
�� sGror,�/n o add 641ire McS11 Trate si ron
B I'•
B
Ex�arrs /orrI •. ,�
Joirt7' t ��d Z- 4 Suers
cover per' S.S. Ca 5fd • 204 A.
X
PLAN
CATCH BASIN DETAIL
NOT t0 SCALE
Pipe
I
� I
I I
I I
I I
cv
rr •--r- r
PLAN
BENCH MAR K NO,
S. B. CO. Brass Disk 13-1
4.5 miles west along S. P. R. R. from Sierra
Avenue Overcrossing & 0.5 miles east of
Etiwanda Overcrossing, Headwall for Bay of 5
large CMP over Etiwanda Wash.
Elevation 993.449 ft.
Equation: Add 0.26 ft. to plan elevation to
obtain benchmark datum.
t
112"
4" 0 galvanized steel pi
(total 2)
in �-
Add -W6 bars x k(-Tfic3 K
(total 2)
Precast concrete end .0 �?
block to be placed flush a:
with end of pipe as tV1 t
directed by the Engineer. :R o
O
12" o. C.
ELEVATION
CLOSURE — TYPE "A"
/V0 7' TO .5CALE
00
N—
N�
r�
u�
No. 27674 zo
Exp.
Nit
�
ROACH NO. 51IT50 fcAQ!
- LIMI`C5. lc�5--t tc7
4 @ Co `C�o�GI
via ys
1/4"R
err
CITY OF FON TA N A
SLOPE 1/4":I'
-5 /0 e
/4 mer- yrt —�
^�
• �.
2z.
Pr'0 h! Cii on 43ar See cat -b
SCALE
NOT TO -544LE
DRAWN BY
J P.GJ .
C'Oep ehin9 r2zf$ii TtiI's SA-f.
-
J. BABBITT R.C.E. 27674 DATE
3-31-90
If
CHECKED BY
' G'
APPROVED 8YEXP. CITY ENGINEER R.C.E. 18932
DWG. N0.
C
.3 11z
co
W
V4
r
1-0r ,•
• a
U
I�J
8
`I 4P4 12�`
/
PROTECTION BAR 3/4" 0 GALVANIZED
q
n
I rr
I/2" ROUND STIRRUP
t •,
r
Iy�e'f �nql�/- 1'
• • GUTTER • FLOW LINE
' ~ ' `'
"x 1'4 SUPPORT BOLT
(ALHAMBRA FOUNDRY A-1572 OR EQUAL)
outlet Fijpe, (May be in do h/all)
•. - : •' : ' .� . .. • '• •
- 2
sf e✓PS Pe -r- S t� y`e
o•
` OPTIONAL HOOK
-•�-- Z C%
_
const.-Jf a_
yy ' d • _ §TEEL A'N2.E A SU PPOT DOLT DETAIL,
/ / , I/4 OPTIONAL ANCHOR
�4d '#� 3 0/2"x6" STUDS)
IN
SECTION A -A J-� 1050 N
�V. T. 5. *iISIGALV. STEEL " 1 2 0 STEEL A1�CHOR AT 3'-O�r O.C. MA
ANGLE / ( X 1
LENGTH SHALL BE OPENING WIDTH PLUS 12 INCHES
STEEL ANGLE ANCHOR
NOTES=
1. A PLAIN ROUND GALVANIZED STEEL PROTECTION BAR 3/4" IN DIA. SHALL BE
INSTALLED AND EMBEDED 6"AT EACH END.
2. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED. (EXCEPT FRAME AND COVER)
3. SUPPORT BOLTS SHALL BE UNIFORMLY SPACED BUT NOT TO EXCEED 71ON CENTER.
4. STEEL ANGLE SHALL BE BENT TO MATCH CURB ALIGNMENT.
CATCH BASIN OPENING-,
� � Nor To s�.aLr
SECTION B - B
N T S.
Alhen Duf/p,f ,v•P� extends /IV 7<o 5
add 3 `4 A5nrs R s
�� sGror,�/n o add 641ire McS11 Trate si ron
B I'•
B
Ex�arrs /orrI •. ,�
Joirt7' t ��d Z- 4 Suers
cover per' S.S. Ca 5fd • 204 A.
X
PLAN
CATCH BASIN DETAIL
NOT t0 SCALE
Pipe
I
� I
I I
I I
I I
cv
rr •--r- r
PLAN
BENCH MAR K NO,
S. B. CO. Brass Disk 13-1
4.5 miles west along S. P. R. R. from Sierra
Avenue Overcrossing & 0.5 miles east of
Etiwanda Overcrossing, Headwall for Bay of 5
large CMP over Etiwanda Wash.
Elevation 993.449 ft.
Equation: Add 0.26 ft. to plan elevation to
obtain benchmark datum.
t
112"
4" 0 galvanized steel pi
(total 2)
in �-
Add -W6 bars x k(-Tfic3 K
(total 2)
Precast concrete end .0 �?
block to be placed flush a:
with end of pipe as tV1 t
directed by the Engineer. :R o
O
12" o. C.
ELEVATION
CLOSURE — TYPE "A"
/V0 7' TO .5CALE
00
N—
N�
r�
u�
No. 27674 zo
Exp.
Nit
�
ROACH NO. 51IT50 fcAQ!
- LIMI`C5. lc�5--t tc7
DATE
REVISION
CK.B
krue er engineering g� g
& associates
civil engineering • land surveying
568 north mountain view, suite 230
san Bernardino, california 92401
884-2159
CITY OF FON TA N A
PUBLIC WORKS DEPARTMENT
DESIGN BY
�'t/8 FCZ
MULBERRY AV�NU�
57-40AM PAA /N )94A/V
AE7A /L .Sle:"���T
SCALE
NOT TO -544LE
DRAWN BY
J P.GJ .
DAT $
-
J. BABBITT R.C.E. 27674 DATE
3-31-90
CHECKED BY
' G'
APPROVED 8YEXP. CITY ENGINEER R.C.E. 18932
DWG. N0.
C
1779�FRED