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REV.
REVISION DESCRIFION
1
1
40
DATE I ENGR.I CITY I DATE
�LMAIN
LINE RCB
I I
E
I E i
E- o
E
I n
I
W BARS c I
SEE NOTE 3
RCUND EDGE TO I
75 mm (3") R 1
STATION POINT, I'
SEE NOTE 2 1
Z
I A
- CONSTRUCTION JOINT
)• #13M 0 450 mm
101,1 0 450 mm
(#3 OR 4
® 18") 01
V
#418) OC
(. LATERAL /
CONNECTOR PIPE
�F BARS
�ti, 13M 0 450 mm
14 O #4 0 18") OC
BOTH WAYS TC
BUSED E
W
1500 mm
N
B
{60") OR MORE
SECTION G—G
BARS
�I
CURVE & LINE TABLE
B T
`
m
m
0
RADIUS DELTA LENGTH TANGENT
BEARING
A
252.45'
N89'36' 18" E
B
25.00' 45000'09" 19.64' 10.36'
C
10.41'
N45023'33" W
D
41.47'
N49036'19"E
REV.
REVISION DESCRIFION
1
1
40
DATE I ENGR.I CITY I DATE
�LMAIN
LINE RCB
I I
E
I E i
E- o
E
I n
I
W BARS c I
SEE NOTE 3
RCUND EDGE TO I
75 mm (3") R 1
STATION POINT, I'
SEE NOTE 2 1
Z
I A
- CONSTRUCTION JOINT
)• #13M 0 450 mm
101,1 0 450 mm
(#3 OR 4
® 18") 01
V
#418) OC
(. LATERAL /
CONNECTOR PIPE
�F BARS
�ti, 13M 0 450 mm
14 O #4 0 18") OC
BOTH WAYS TC
BUSED E
W
1500 mm
N
B
{60") OR MORE
SECTION G—G
BARS
�I
(IN FST )
1M= 40 Fr.
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNNE14 THE CITY ENCINO MAY
REQUiRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
STANDARD PLANS FOR PUBLIC- WORKS CONSTRUCTION
[N\\ --ROUND EDGES TO
I z APPROXIMATE R
OF ID OF LATERAL
Ex E ! WITH A MAXIMUM
oin o ( OF 1.0 m (3'-0")
^' i D & E BARS
cv
0,E,H&GBARS
B T
`
m
m
0
m
1`
300 mm 12' 130 mm 5")
SHEET I OF 2
7
t 3
1 1 EAST do 2 WEST SIDE
375 mm 15 130 mm 5"
^
I
p
450 mm (18' 130 mm 5"
525 mm 21' 130 mm 5"
600 mm 24 140 mm (51/41
675 mm 21 140 mm (S 1/2')
I I
CONSTRUCTION JOINT4
'�
420E
,tw,
E
PLAN
9
0
M
750 mm 3C 160 mm (6')
'*
825 mm 33 1160 mm (6 1 j4')
975 mm 36 1170 mm 6 1/2')
INEW OR EXISTING RCB. SEE NOTE 6
990 mm 30 180 mm (7")1050
mm 4 190 mm (71/2')
I W BARS
D BARS
—f- ANY STANDARD
F BARS PIPE JOINT
2-H BARS 100 mm F.
(4') OC, SEE NOTE 3
ROUND I p
EDGES 104 IID 45 0mrn
(
EL S b# 18") OC m 1 EL R. SEE NOTE 8
SEE NOTE. 8 E BARS
;
1O
O
n
E
o
r
O
1115 mm 45 200 mm 7 3/4'
1220 mm 4>) 310 mm (8"}
1275 mm (51 220 mm (8 1/2')
1350 mm 5 230 mm (9")
1500 mm 5 240 mm 9 1/4')
1500 mm 6 240 mm (9 1/2')
1650 mm 6 260 mm (IT)
1680 mm (6 260 mm (10 1/4'
1800 mm 6) 280 mm (10 3j4"
1850 mm 7) 280 mm (11")
1950 mm 7 300 mm (11 3/4")
2-G BARS 100 mm
(4") OC, SEE NOTE 3 ..
.
2100 mm 8 320 mm (12 1/2')
2400 mm f j 340 mm (131/4' )
o
2440 mm 1" 360 mm (14*);
GRAPHIC SCALE
:'. UNDISTURBED EARTH
-�� o. n. BACKFILL WITH 265-C-14
I (450-C-2000) MIX CONCRETE, OR
COMPACT SOIL TO RELATIVE DENSITY
REQUIRED BY SPECIFICATIONS. BACKFILL
MAY BE OMITTED IF STRUCTURE IS LAID
ON UNDISTURBED EARTH TO STORM
DRAIN WALL.
SECTION Z — Z
N
b
�
2550 mm h" 400 mm (151/2')
2700 mm 11" 410 mm 16"
3000 mm V) 420 mm 16 1 Y
3050 mm 12) 430 mm (17')
3150 mm 1S) 430 mm (17")
3300 mm 13) 450 mm (17 1/2')
3450 mm (13 450 mm 17 1/7
3600 mm (14) 460 mm 18'
20 40 80 160
(IN FST )
1M= 40 Fr.
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNNE14 THE CITY ENCINO MAY
REQUiRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
STANDARD PLANS FOR PUBLIC- WORKS CONSTRUCTION
PROMMOATE0 8Y THE
PUBUC WORKS COMMMM C. JUNCTION STRUCTURE -- PIPE TO RCB
STANDARD PLAN
METRIC
333-1
1984
6
BEY. 1986
I USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET I OF 2
BASIS of BEARINGS:
PREPARED FOR: THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH UNE
STRATHAM HOMES, INC OF THE SOUTHEAST QUARTER OF SECTION 10, TIN., R5W., S.B.M. AS
SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N89'30'06"E
2201 DUPONT DRIVE, SUITE 300 BENCHMARK
IRVINE, CA 92612 CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E.
TEL (949) 833-1554 TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN SEVAINE RD.,
IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST
ALONG HIGHLAND AVE. FROM SIERRA AVE.
ELEVATION
NOTES
1. VALUES FOR A, B AND C SHALL BE SHOWN ON THE PLANS.
ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REQUIRED PER
NOTE 8.
2. STATIONS SPECIFIED ON THE PLANS APPLY AT THE INTERSECTION
OF CENTERLINES OF MAIN LINE AND LATERALS, EXCEPT THAT
P 10E WALL
I CONNECTOR L INSIDE S FOR CATCH BASIN C R PIPES APPLY ATN
STATIONS S
OF STRUCTURE.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300), (ASTM
A 615, GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF--
CONCRETE
F-CONCRETE SURFACE UNLESS OTHERWISE SHOWN.
o. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON
PLANS, AND SHALL BE CUT IN CENTER OF OPENING AND
BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE.
b. OMIT H BARS WHEN SOFFIT OF SPUR IS 300 mm (12") OR LESS BELOW
SOFFIT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPURT! IS
300 mm (12") OR LESS ABOVE FLOOR OF MAIN LINE.
4. JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MIAIN
LINE, MANHOLE OR TRANSITION STRUCTURE.
5. FLOOR OF STRUCTURE SHALL BE STEEL -TROWELED TO THE SPRIN(G .
LINE.
S A
6. WHEN CONNECTING TO EXISTING RCB, BREAKOUT LIMITS AND DETAIILS
SHALL BE SHOWN ON THE PLANS.
7. EMBEDMENT, P, SHALL BE 130 mm (5") FOR B = 2400 mm (96") OR? LESS
200 mm (8) FOR B OVER 2400 mm (96").
8. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PLANS3
THEN THE INLET OPENING SHALL FALL 150 mm (6") BELOW
THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT
GRADE FROM MAIN LINE TO CATCH BASIN OR TO GRADE BREAK IN IINLET
LINE. ELEVATION S SHALL BE SHOWN ON THE PLANS IF THE INLETT
OPENING FALLS MORE THAN 150 mm (6") BELOW THE SOFFIT OF THHE
MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE
AS STATED ABOVE.
ELEVATION R SHALL BE SHOWN ON THE PLANS ONLY WHEN
A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION.
9. LATERALS OR CONNECTOR PIPES 600 mm (24") OR LESS IN DIAMETER
SHALL BE NO MORE THAN 1.5 m (5') ABOVE THE INVERT. LATERALIS OR
CONNECTOR PIPES 675 mm (27") OR LARGER IN DIAMETER SHALL BEE NO.
MORE THAN 450 mm (18") ABOVE THE INVERT, WITH THE EXCEPTIONN THAT
CATCH BASIN CONNECTOR PIPES LESS THAN 15 m (50') IN LENGTH SHALL
NOT BE MORE THAN 1.5 m (5') ABOVE THE INVERT.
10. THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT'
SHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE
FOLLOWING CONDITIONS:
a. ANGLE A IS LESS THAN 30'
b. TOP OF INLET PIPE IS LESS THAN 150 mm (6") BELOW THE SOFFIT
a. FLOW LINE OF INLET PIPE IS LESS THAN 180 mm (7") ABOVE THIS
THE FLOOR OF THE RCB AT THE INSIDE FACE
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
METRIC
333-1
I OF FILTERS
JUNCTION STRUCTURE -- PIPE TO RCS
6
2
SHEET 2 0
CONSTRUCTION NOTES
1 INSTALL 36" RCP (D—LOAD PER PROFILE)
92 INSTALL 24" RCP (D -LOAD PER PROFILE)
3 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. 333-1
USTAiL SHOWFI HERE ON
4 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. 3011
5 CONSTRUCT MANHOLE PER CITY STD. 3012
6 CONSTRUCT CATCH BASIN PER CITY STD. 3004
7 INSTALL ABTECH ULTRA URRrW FILTER CURB OPENING C01414
WITH SMART SPONGE PLUS FILTER (OR APPROVED EQUAL,
QUANTITY & LOCATION PER TABLE HEREON)
CATCH B0.SOV FILTERS
CBS`
I OF FILTERS
LOCATION OF FILTERS
IN CATCH BASIN
6
2
EAST do WEST SIDE
7
t 3
1 1 EAST do 2 WEST SIDE
O� oN
FESS CITY OF FONTANA CAUFORNIA
QR
J.A<<< STORM DRAIN IMPROVEMENT PIANS
CT 9�o ti� DRAWN BY: SCALE:
No. 36052 m CV TRACT =25-1 AS NOTED
Exp. 6/30/16 DESfGNED BY: LWE "A !AT A-4, As & A-6 DATE:
February, 2015
��qTF CIV 1 L`� CHECKED BY: APP VES r 3
or CALNF/� ATE: �- ' Z -
RJA D
� R.C.E 51152 514 3
17 CITY ENGINEER
Flename: L•\Stratham Homes-129\Fontana 25ac\0WG's\FINAL DESIGN\STORM DRAIN\TR.18825 SO 03.dwg