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10+00
t LATfRAL /
CONNECTOR PIPE
IOM0450 mm
(93 OR .4018.1 OC
ROUND EDGES TO RADIUS G
OF APPROXIMATE ID OF
LATERAL. MAXIMUM
900 mm (361 0!
F
A & B BARS-_:,,
P
4 MAIN LINE NOTE 8
►♦•-►
STATION N' M
STATION PT. D BARS
PLAN
1 D BARS-�.
Q
No
a
IND EDGES`
75mm(34R
`-STATION
(TE TOR 94).
OR K) 1
I I
15M0450 mm 040181) OC,
BOTH WAYS, TO BE USED WHEN
D2 IS 1500 mm (60•) OR MORE
LONGITUDINAL SECTION
D BARS I IO 4)
S.
A BARS I�
~i F BAR
of I
�Lo
(.37Oc % V ( ELEY S\
15M0450 mm 040181 OC.
BOTH WAYS, TO BE USED
WHEN B IS 1500 mm (60')
OR MORE
4. MAIN LINE-�
SECTION N' -N"-N'
PROJECTED ON M -M -N'
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
TABLE
FOR DIMENSIONS
AND BAR SIZES
TRANSITION STRUCTURE
D2
OR
B
(MR) (INCHES)
(MW
F
OR
T
(INCHES)
m
ood
y
c
300
12
110
4
uo
0
M
n
a
g
Jk"
n
-
^
375 13 110 41/4
450 18 120 4 1/2
525 21 130 5
600 24 140 51/4
675 2T 140 51
750 30 160 6
625 33 160 61/4
900 36 170 6 1/2
975 39 180 7
1050
42
190
71/2
O
1
E
E
toil
.�'.
n
1°
525 45 200 73/4
1200 48 210 8
1275 51 220 8 1/2
1350 54 230 9
1425 57 240 91/4
1500 60 250 9 1/2
1575 63 260 10
1650 66 260 10 1/4
1725 69 280 10 3/4
1800 72 280 11
1950 78 300 II 3/4
2100 84 320 121/2
2250
90
340
13 1/4
C
C
E
E
a
c
'8
EE
E
:o
a
o
1N
o
0
N
2400 96 360 14.-
2530 102 400 13 1/2
2700 108 410 16
2830 114 420 16 1/2
3000 1 120 1 440 17
3150126 440 17
3300 132 450 I7 1/2
3450 138 430 171/2
3600 144 460 18
►♦•-►
STATION N' M
STATION PT. D BARS
PLAN
1 D BARS-�.
Q
No
a
IND EDGES`
75mm(34R
`-STATION
(TE TOR 94).
OR K) 1
I I
15M0450 mm 040181) OC,
BOTH WAYS, TO BE USED WHEN
D2 IS 1500 mm (60•) OR MORE
LONGITUDINAL SECTION
D BARS I IO 4)
S.
A BARS I�
~i F BAR
of I
�Lo
(.37Oc % V ( ELEY S\
15M0450 mm 040181 OC.
BOTH WAYS, TO BE USED
WHEN B IS 1500 mm (60')
OR MORE
4. MAIN LINE-�
SECTION N' -N"-N'
PROJECTED ON M -M -N'
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
TRANSITION STRUCTURE
STANDARD PLAN
METRIC
PUBLIC WORKS STANDARDS INC.,
OREENBO COMMITTEE
PIPE TO PIPE -
340-1
19 92
REV. 19M
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
D
RECORDWING
TH n Cl, 10 DRAWINGS HAVE BEEN I"REPARED, IN
` t} ,tS OF IRIFO"VIATION COMPILED AND
FUR.'T 1IFRS THE ENGINEER WILL NOT BE
RESPONv 5i -F Fl -l1: ANY ERPORS OR OMISSIONS WH!CH
HAVE BEEN INC^v^ - `ORATED INTO THE DOCUMENTS AS
A RESULT THEPEO
10+00 10+00 PLAN 1•= 40' 10+00 10+00 10+00 10+00
A&, r* 4 REBAR
NOTES
I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. G. SHALL
NOT EXCEED 5.45'.
2. VALUES FOR A. B. C. DI AND D2 ARE SHOWN ON THE PROJECT
DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN
REQUIRED BY NOTE 10.
3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE.
4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615).
GRADE 300(40). AND SHALL TERMINATE 40 mm 0 1/2') CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL
BARS SHALL BE IOM Q 450 mm (03 OR •4 O 180) OC OR LESS.
5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE.
6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS
OPERATION. EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
OPTION OF PLACING AT THE SPRING LINEA CONSTRUCTION JOINT
LONGITUDINAL KEYWAY.
7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION
OF THE CONTRACTOR TO MEET RCP ENDS. USING D BARS.
LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION
OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE. BUT
ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER.
S. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS
OTHERWISE SHOWN ON THE PROJECT DRAWINGS.
9. WHEN THERE IS NO SPUR REQUIRED. A 8 B BARS ',SHALL BE OMITTED.
10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT
DRAWINGS. INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN
INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S
SHALL BE SHOWN ON PROJECT DRAWINGS, AND INLET PIPE SHALL
BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN
OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON
PROJECT DRAWINGS QNLY WHEN STUB IS TO BE PROVIDED IN MAIN
LINE FOR FUTURE CONSTRUCTION OF INLET PIPE.
11. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 In (251.
IF THE COVER EXCEEDS 7.5 In (259 A SPECIAL STRUCTURE SHALL BE
DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS.
12.• DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH 'UNITS
ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES.EXCEPT
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED
FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
RIC
3400 - 1
SHEET 2 OF 2
TRANSITION STRUCTURE
PIPE TO PIPE
TOLL FREE �►r1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
MODIFIED DRAIN PIPE AND RISER NOTES
THE PIPE RISER SHALL BE AN 18" CORRUGATED STEEL PIPE (CSP),
14 GA., OR AN ALTERNATE APPROVED BY THE BUILDING OFFICIAL.
THE MINIMUM DRAIN PIPE SHALL BE AN 18" CSP, 14 GA., OR AN
ALTERNATE APPROVED BY THE BUILDING OFFICIAL.
THE UPPERMOST ELEVATION OF THE RISER SHALL BE SUCH THAT FULL
FLOW WILL BE GENERATED BEFORE THERE IS DISCHARGE OVER
THE EMERGENCY SPILLWAY AND AT LEAST ONE FOOT BELOW THE TOP
OF THE EMERGENCY SPILLWAY.
THE RISER SHALL BE PERFORATED WITH 1/2" X 12" (MAX.) SLOTS OR
1/2" TO 1-1/2- DIAMETER HOLES, 10 TO 12 INCHES ON CENTER AND
STAGGERED. HOLES CUT WITH A WELDING TORCH ARE ACCEPTABLE.
THE SMALL HOLES SHALL BE USED ON THE LOWER PORTION OF THE
RISER.
THE DRAINPIPE SHALL BE PLACED ON A FIRM FOUNDATION.
THE RISER SHALL HAVE A BASE ATTACHED WITH A WATERTIGHT
CONNECTION AND SHALL HAVE SUFFICIENT WEIGHT TO PREVENT
FLOTATION OF THE RISER. TWO RECOMMENDED METHODS ARE:
A. A SQUARE CONCRETE BASE 18 INCHES THICK WITH THE RISER
EMBEDDED SIX INCHES INTO THE BASE. EACH SIDE OF THE BASE
WILL BE ONE DIAMETER OF THE RISER PLUS 24 INCHES.
WE, .•/
TY40
x
STEEL STRAP 1
3/8" BOLT
GRATE ASSEMBLY DETAIL
BASIN SIDE APPROVED FILTER
SLOPE FABRIC (SEE NOTE
1
3
SEAL & CONST.
BULKHEAD
AROUND DRAIN-
PIPE. - M.Iu. 4m 2 M
--�- GUN 1�sTw 4/I.4WWM 161,
I STD. C.S.P. %; Mso K T
42"RCP I I I TEE ..�..,.�
I I I _ . _ .% TYP
B. A 1/4 INCH MINIMUM THICKNESS STEEL PLATE WELDED ALL 1 Q1'.' o • r j » ::4 ;_ :;�1-i
AROUND THE BASE OF THE RISER TO FORM A WATERTIGHT ' •• MSN. f f 1 T
CONNECTION. THE PLATE SHALL BE SQUARE WITH EACH SIDE EQUAL SET TEE SECTION IN WET I q2�_•,.+ 124 MIN.
TO TWO TIMES THE RISER DIAMETER. THE PLATE SHALL HAVE TWO CONCRETE FOOTING 9 TROWEL
INSIDE TO DRAIN
FEET OF STONE, GRAVEL, OR TAMPED EARTH PLACED ON IT TO
PREVENT FLOTATION.
ANCHOR BLOCK MIN. 5 SACK/ C.Y.
CONCRETE OR METHOD APPROVED
A GRATE CONSISTING OF #4 REBAR, 6 INCHES ON CENTER SHALL BE - 6Y BUILDING OFFICIAL
WELDED TO THE TOP OF THE RISER. QRpFESS/(j� <�
MODIFIED- DRAIN PIPE
ANTI -SEEP COLLARS ARE REQUIRED AT 10 INTERVALS FOR PIPE ��`\ 91CP
UNDER THE EMBANKMENT.' & 18» RISER DETAIL -D1
r.,,. 3L 637
FILTER FABRIC SHALL BE APPROVED MATERIAL AND OF EQUIVALENT OPENING N.T.S.
SIZE U.S. STANDARD SIEVE NO. 100 (MAX.) AS LISTED IN THE CALIFORNIA BENCH MARK: # 8-17 BASIS OF BEAR/NGS:
STORM WATER B.M.P. HANDBOOK ESC50 . =�� J1 ` �` CALIRA NS BENCHMARK 18-17. A THE BASIS OF BEARINGS FOR THIS MAP
9'" BRASS CAP IN THE CONCRETE BASE OF IS THE CL OF LYTI,E CREEK RD.
/2\ HE SOUTH LEG OF AN SCE TOWER SHOWN AS N00' 12 35 E ON REGrORD
.��- 343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY AP FILED IN
41 -1IifQ 7 OF SAN SEVA/NE RD., 2.6� M/ WEST R.S.B. 1119-103
OF SIERRA AVE.
ELEVAT/ON: 1 1428.609
LEFT) PLACE ROCK
AGAINST FILTER
Im .6" FABRIC & AROUND
LEV. 1534.0 + INLET UP TO RIM.
r -
X I2"(MAX.) SLOT
" TO 1-1/2" DIA. -
,10• -12" ON
i1WD STAGGERED
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE I
SHOULD CONSTRUCTION OF THE REQUIRED Prepared Under The Supervision Of
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS��^'� PREPARED IN THE OFFICE OF
y�Fy MADOLE AND ASSOCIATES, INC.
OF THE DATE OF APPROVAL SHOWN HEREON AND �_� l 10601 CHURCH STREET , STE. 107
w 3 No. 36637 c RANCHO CUCAMONGA, CA 91730
CARRIED FORTH IN A DILIGENT MANNER, THE CITY X PHONE (909) 948-1311
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO it Expo 06-30-04
BRING THEM INTO CONFORMANCE WITH CONDITIONS �'gTFoF�I1o��~P06"FXP
Date
AND STANDARDS IN EFFECT. Cay
� �� �b' 'tl`.C.E. .
N
WEi
T•
•4 REBAR
%- BOLT
GRATE ASSEMBLY DETAIL
\ �-
\ ■'MIN. FREEBOARD
\ 6-
\ MIN.
\ 0
1 \
V2- X 12'(MAX.)SLOT
TYP. 2 ORV2 TO 1-1/2" DIA
\ 2' MIN. HOLES. 10'-12' ON
CTR. AND STAGGERED
8'MIN. to 12'MAX.
3.'GLINI7E 6'x6 -W1.4/L4WWM _IJ 6'
I I STD. C.S.P. 8-
FL�yy I I I TEE T1YP
_
F__LOW
_ _ -L21 0 A:T- : r.- }-. - ..a 1-7
24"MIN.
SET TEE SECTION IN WET
CONCRETE FOOTING G TROWEL
INSIDE TO DRAINv'.
`ANCHOR BLOCK MIN. 5 SACK/C.Y.
CONCRETE OR METHOD APPROVED
BY BUILDING OFFICIAL
DRAIN PIPE & RISER
NO SCALE
ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLAN
Approved
HJ. Xrizan, Ir•Gor of PuDUc Works
Adopted: Res. 79-1725 Revlseds 82-718: 83-1442 1327
DESILTING BASIN SHT. 6 OF 8
z
J
a_
z
IE'
0
0
r`
CV
Nt
Co
T
CITY OF FONTANA, CALIFORNIA 0
STORM DRAIN IMPROVEMENT PLANS
DRAWN BY: TRACT NO. 164 4& 16427-2 SCALE:
CC/KS AS SHOWN Lo
DESIGNED BY:ERA / � I/ SDATE:
MA !I LPE7TAL AUGUST 2003 '
CHECKED BY: APPROV . BY:Cfl
DRAWING CV
NO.: 5
.bre•• • BNr 12' _72 d) 3492 z
MA CITY ENGINEER R.C.E. 51152 DATE 6
J:\126-1751\TR16427-1\storm\sdO5.dwa. 12/12/2003 10:34:21 AM. DM