HomeMy WebLinkAbout5218-6i P
See rote 5)
'A - Note. See Stiffener i
equally sacced Dates next page
Center of hole to be J" from
OD of plate.
D, RISER CSP
lgC DIAMETER GAUGE
1 18-27' !6
30-39' 14
42
dQLID—M V IE—W
TOP PLATE
Eiev. A See dote!] for
Looking DeOces
Grading OT lip,
atni Shoff se
o on
T F
Dl n HD
9
2
24--27- 30' 12
'n' places 2 4 t5
3
36-39' 29*
,.Stcrat-'d 2 -A-
48-51' 1, iC51 25
?:rZ111ZZ11�.dl band,
54--57' 13f 28
CSP RCP _%16�3'
Ill' 34
Slope
brain
6:11 Dry pack
Cone. slftsh
ob
min.
ELEYA-TMN
COUN'lOFORANGE, . 0CPLIBLIn-WORKS DEPARTIN11:14T STD. PLAN
G VA4 Kn&
I
1305
INLET TYPE V
SW. 1 0= 2
Tafton tape r
V2 -X IV2 -x A - steel bar (typ)
AngM 5corf and
1, welo
A 7 % -x% Soccer
Yz Alton bolt
'Steel'
Plate HQLD-DOW
RI
ng
45- 'n' DI0005
8' li't Concre-e
cellar
CSF,
YZ - std, pipe or
wild steel bar
CSP x2- wide
ffir.
% - Note to,
etch top plate
NOES
BOTTOM VIEW
1. Weer pipe shoN extend to 'Vev. A% CAGE RETAINER RING
2. Elevations A. D1. D2. Lt, 1-2 shall Is shown on plops.
3. Corrugated
steer Dice shall conform to AASHTO M-3&
4. ',:rate osse.,bly shad be gaivollizilio of+o, fabrIcotlort.
5. For D,zS4 Thchea and lolqer, Weld lyzitch x X , 14 Inch onotes
to plate with z inch welds of 6 inches on -center,
& non ter of burs on grate o"eutiv.
7. GctQe of pipe for dtomter D2 shall be sone as for riser.
u. Ksor end stow shall be shop fabricated and galvanized after weiding,
A stainless steel
DLWING DRAINS
rnarker per the Special Provistom ith. the words -NO
w
TO OCEAN- shall be bolted or, to grate.
COUNrY OF ORAN E,
N'r' _Ou'
n;YP
[INLET
OC PuB_IG VM,4_-N.KS DEPARTINIENT $TD. PLAN
1305
TYPE V
TRANSWN NUAL — STX 17+3&83
SCALE: l'-4'
USE CALTRANS OM " DOD CONCRETE KUM
DIIINOW AND RIWOFM COFFEWONDINCI M M OmTRJCT7mTRkvmmum0
FOLLOWINQ TARE WK SM KA 3WZ 33S-Z 341-Z 3" W2
CAVRANS 9M RM OK ON
_FSPAN 1 -HEIGHT CRY OF FON7A* MD " 30*
A 6' 5
RECORD DRAWING]
04/20/2020
21+25.23
CL Mai SHAFT
�\_ \X
ONSTM&TKIN
CONSTRUCT
MANHOLE
NOTES
PER SPPWC STD. PLAN 323-2
@6 -
OF
0 '17 CONSTRUCT
C18 CONSTRUCT
FONTANA STD. PLAN
JUNCTION
TRANSITION
& Ci
3016
STRUCTURE PER SPPWC STD. PLAN 333-2
STRUCTURE PER DETAIL ON SHEET 69
NOTE:
REFERIE _NCE
ii PWC
so STANDAR6
SHOULD BE MADE TO CALTRANS AND
PLANS ON SHEETS 7 AND 8,