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3 x'i `S RB ;� EAR HI,
BACKRLL'5"3t 441X5u-C-2
�OCGNCRETEOR
h4PAC. v" IL TO RELATIVE DENSITY
REWMED BY SPECIfICaTIS. BACKS
- j MAY BE OMITTED IF T IJ URF is LA
ON UNDISTURBED` EAR`: me STORM
N WALL. A
STANDARD PLANS FOR PUBLIC WORKS CONST LIC-TION
NOTES
VALUES FOR A, P'u C SHALL 2E SITYi ON THE PLANS,
ELE VATiON R AND ELEVATION S SHALL BE SHOWN WHENI REQUIRED PER
NOTE 8*
2. STATIONS SPECIFIED ON THE PLANS APPLY AT THE INTERSECT�ON
OF CENTERLINES OF MAIN LINE AND LATERALS. EXCEPT THIAi
STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY`- INSIDE WALL
OF STRUCTURE.
3, REINFORCING STEEL SHALL CONFORM TG AST?2 A 615, GRADE 40. (ASI-k
A 6.5M, GRADE 300), AND SHALL TERMINATE : 1/2 (4-m ; CLEAN OF
CONCRETE SURFACE UNLESS CTHERiSE SHOWN.
_. W EARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON
PLANS, AND SHALL BE CUT IN CENTER OF OPENING AND
BENT INTO TOP AND 30ITOA OF JUNCTION STRUCTURE,
5. OMIT H BARS WHEN SOFFIT OF SPUR IS 12" (300 mm' OR LESS BELOW
SOFFIT OF MAIN 1INE. AND OMIT O EARS )NHtN !NVERT OF SPUR IS
(300 mm) OR LESS ABOVE FLOOR OF MAIN LINE.
?. JUNC 110N STRUCTURE SHALL BE POURED MONOLITHICALLY WTH MAIN
LINE„ MANHOLE OR TRANSITION STRUCTURE.
5. FLOOR Or STRUCTURE TURE SHALL BE STEEL -TROWELED -10 THE SPRING
NE.
6, *.".'!-BEN CONNECTING TO EXIS.*.NG ROB, BREAKOUT -FLITS AND DETAILS
SHALL BE SHOWN ON THE PLANS.
7. EMBEDMENT, P, SHALL BE r" (130 mm) ;OR 8 = 96Y t240G rn. m) OR LESS
8" (200 mm.) OR B OVER 96" (24•Du mm).
B. 3F E EVATION R AND ELEVIA-1 ON S ARE NOT SNOW, ON TIFF PLANS
T•-IE4 THE INLFOPENING SHALL FALL 6" (5mm) BELOW
Hi Ot r!T OF T-t MAIN LINE WITH THE INLE PIPE L LAID vd STRAIGHT
i
GRAD FROM MAIN LINE TO CATCH BASIN OR t0 GLADE BREAK lN INLET
I iNE E PVATON S SHALL BE SHOWN ON HE PLANES IF THE INLET
uPENSN :=,ALI S MORE THAN 6" i`ib0 mm) BELOW ``l':E SOFFIT OF T-iE
MAIN LINE VMTH THE INLET PIPE LAID ON A STRAIGHT GRACE
AS STATED ABOVE.
LEVATION R SHAD.- BE SHOWN ON THE PLANS ONLY 'BEN
A S'uB IS TO BE PROVIDED FOR A FUTURE CONNECTION,
9, LATERALS OR COINNECTCR PIPES 24' (600 mm) OR LESS IN DIAMETER
SHALL BE NO MORE ;HAN 5 (1-5 . j ABOVE THE INVERT. LATERALS OR
CONNECTOR PIPS 27" (675 mr OR LARGER *N -, A 9ETER SHALL BE NO
MORE THAN i8 1450 mm) AB6x— THE IN1)VERT, WTH THE EXCEPTION -,.AI
CATCH BASIN CONNECTOR PIPES LESS THAN 5=�r' (15 m) IN LENGTH SHALL
NOT 5E 49O E THAN 5 (1.5 m", ABOVE THE INVERT,
iv,THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT
SHA BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE
FOLLOWING CONDITIONS.
o. ANGLE A IS LESS THAN 30'
b. 70P OF INLET PIPE IS LESS THAN 6" (15 m ) BELOW TIN SOFF!T
Gad LINE OF INI._FT PIPE iS LESS THAN 7" 080 mrr) ABO!'E THE
THE FLOOR OF THE RCB AT THE INSIDE FACE
t /4'x30' DIAkI,
L € GODS SURFACIE
IN
NICOLON ?<AI 1140N L, 1r 4'x 2" SIL-
T T J.AIv
_TES tABRiC 1 6 O C
�1 28.0
CONS THICK A.c. �— it I I}1 '
SLOPE FROTE,TION ° V
v 5T 3' ? # CKA.C.
'4 xE' SLOPE PRCCT TEBON
L G Slis
NOTES:
FLEV. A 2&0 12', FABRICATE WELDED ASSEMBLY 7Y
F.L. E .: 25.0OPIDMINGMODIFICATIONS AS SHOWN
?1: 48 3` 48' DIA . 1 Y 1 4ER ON.
D2 24' S CONSTRUCT STRUCTURE MODIFIED
L2: 1-72' COUNTY OF ORANGE, O.C.P.W.D.
STD. PLAN 1305.
WRAP WfNICOLON MIRAFII 14ON
FABRIC AND SECURE WITH
CHICKEN WIRE.
15)
SCALE: NTS
# Sea Net. 5
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CAST -IN -PLACE
1 ' TRU 14'
REINFORCED CONCRETE
SINGLE BOX CULVERT
NO SCALE
RECORD DRAWING
04/20/2020