HomeMy WebLinkAbout3706-8of 1'/Angle2 "(1I/2'x1/4 "
MINE
elt re".
'A "Steel Plate
DETAIL -PLATE STIFFENER
ALTERNATE JUNCTION
NOTES:
1. Riser pipe shall extend to 'Elev. A.
2. Elevation A, D1 , D2 , LI , L2 are shown on plans.
3. Corrugated steel pipe shall conform to AASHTO M-36.
4. Grote assembly shall be galvanized after fabrication.
5. For DI =54" and larger, weld 11/2"x11/21x1/4 " angles -to plate with 1'
welds at 6" O.C.
6. n=number of bars on grate cssembly.
7. Gouge of pipe for diarrater D2 shall be same as for riser.
8. Riser and stub shall be shop fabricated and galvanized after welding.
9. The following shall be stencilled using 2 inch high letters end block
paint on the face of the curb adjacent to the inlet (either side)
and on the top ,of the Inlet:
Teflon tape
2V2"x2%2"x76"
Stl. bar (typ)
Scarf and
%"x%' Spacer
rla
1/2" Allen bolt
HOLD-DOWN
Rhg 0.0.
(TyOrn" places
Y2 ' std. pipe or
rr 1d steel bar
t A 'x2" Irk).
/4hotop p
match late
BOTTOM VIEW
CAGE RETAINER RING
NO DUMPING
DRAINS TO OCEAN
ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY
Adopted: Res. 77-S2 Revised: Res. 96-546
INLET TYPE V
STD. PLAtL
1305
SHT. 2 OF 2
1/4"x 51" DIAM.
STL. PLATE
1/4"x 6"
STL. BAN D
NICOLON MIRAFI 140N
FILTER FABRIC
CONST 3" THICK A.C.
SLOPE PROTECTION
ELEV. A: 42.0
Di: 48"
D2: 36"
Li: 10.83'
L2: 2.5'
1/4"x 2" STL. BAR
@ 6" 0.C.
a
N
z
LrJ
o PIPE RIM
2'
1/4"x 6"
STL. BAND
40.0
/FL
a
N
a
N
6" x 12"
OPENING
2'
12"
(TYPT
48" DIAM.
C. .P.
2'
2'
42.0
MODIFIED "TYPE V" INLET DETAIL 8A
SCALE: 1"=2'
ROP R/W
7644.6
FS
3/ " Hole, 'H.D.".
equally spaced
Center of hole
to be 1" from
0.D. of plate
Elev. A
1-6
(See note 5)
ee Stiffener
etail next page
BOTTOM VIEW
TOP PLATE
See detail for
Locking Devices
Grading at lip,
unless otherwise
shown on plan.
'l:
/2
n places
Standard
galvanized
connection band.
C.S.P. R.C.P.
slope to
drain
Conc. slob
ELEVATION
D. RISER
DIAMETER
C.S.P.
GAUGE
18"-27"
16
30"-39"
14
42`-48"
12
51"-66'
10
'"---Dry pock
DI
t
n"
HD"
18'
40'
9
2
24"-27"
30'
12
150 mm (61
30'-3 3"
24'
15
900 ms (36')
36'-39"
20'
18
3
42"-45'
16.5'
22
nut (10')
48'-S1'
14.5'
25
1500 ass (601
'1650
54'-57"
13'
28
4
60'-63'
11.5'
31
300 as (127
66'
10.5'
34
-ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY
Approved.
Adopted: Res. 77-92
Revised: Res. 96-546
WLZoun.
a' Public Worts
INLET TYPE -V
STD. PLAN
1305
GRADE SURFACE
TO DRAIN
\\r
//,/
/\\\ /\\\
CONST 3" THICK A.C.
SLOPE PROTECTION
NOTES:
FABRICATE WELDED ASSEMBLY WITH
MODIFICATIONS AS SHOWN
HEREON.
CONSTRUCT STRUCTURE PER
0.C.E.M.A. (0.C.P.F. & R.D.)
STD. PLAN 1305.
WRAP W/NICOLON MIRAFI 140N
FABRIC AND SECURE WITH
CHICKEN WIRE.
10+64.31
END OF PIPE
FL EDGE
PROP R/W
23+58.73_ LINE
=10+00.00 LAT 'E-1
ON
.68
BCS.
/
SCE R/W
1 /
0-CONSTRUC % R.C.P.
/1® CTRUCT C.S.P. INC
CONSTRUCT/ON ' OTES:
ORM DRAIN (D LOAD SHOWN ON PLAN).
MODIFIED TYPE V (SEE DETAIL 8A ON SHT. 8)
/ CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C4
34'41'52"
22.50
13.63
Z03
INLET DETAIL 8B
SCALE: 1'=20'
DIAL
BEFORE
YOU DIG
Eff
TWO WORKING
DAYS
YOUBEFORE
TOLL FREE • 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
2ND BRICK ROW
ALL CASES
5" THICK GROUT
SHT. 1 OF 2]
2't Cement grout
copping at end of pipe
SECTION
PIPE
Brick laid lengthwise*
. and mortared
"Inside edge of R.C.P. groove
or end of pipe (if broken)
Cement grout capping
ELEVATION,
Brick a mortar closure
PIPE CLOSURE -TYPE "B"
(Brick and Mortar)
L Type 'B" closure for '0' not larger than
36' unless approved or specified try the
Engineer.
2.See specifications for additional Information.
3.FOR LARGER THAN 36' USE TYPE'A' , CLOSURE
PER SBCFCD S.P. 176. SEE SHT. 4
SAN BERNARDINO COUNTY
FLOOD CONTROL DISTRICT
REVISIONS
OWN. SY. DAT[
C.L. 5-9-63
PRA NO.
S.P. *176A
-I
LOCATION TIE
PATE
SCORING
LINE
2 EXTRA I51A(041
ON 2 SIDES OF
MANHOLE FRAME
ANO COVER
CATCH BASIN
MANHOLE FRAME
AND COVER i
d/ I
' ISM 4 300 mm(040121
EACH WAY
5 mm(I/4')R
`*-100 mm
(41R
"'FLOW LINE
DO WPE1LL
-CURB LINE
STEPS
STEPS
e
tI
d ( iLic<1.0.440/R.' -7-100
mm '
1- 11
I
1
DOWEL (TVP.) I
I
PLAN
•
Oe
100 ova
(4114114.
300 awn
(Ir)MAX.
3 me
)R
FACE PLATO
ASSEMBLY
STREET. GUTTER.
OR LOCAL DEPRE3-
ION SURFACEi
SLOPE
OPTIONAL SUBGRADE
8
SECTION A -A
CONNECTOR PIPE
OR MONOLITHIC
CATCH BASIN
CONNECTION
DOWEL DETAIL
S TR U CTU R AL DATA
WALL AND SLAB DIMENSIONS AND
REINFORCEMENT REQUIREMENTS
MAX
w
MAX
V
REINFORCEMENT
11r REQUIRED IN
FRONT REAR BOTTOM END
WALL WALL SLAB WALL
1.0 6(3.51
2.4 Wel
)
150 ran(61
1.0 n(3.5' )
3.5 m(121
200 mm(e-1
2.0 m(71
I.8 ads')
150 mm(61
2.0m(7')
3.5 m(ir)
200 Mn(B')
4.0 6(4.1
1.2 .(49
150 msd61
2.4 air 1
150 mm(61
4.0 m(14')
z
o
� N
•
ID
3.5 m1121
1.2 rd4')
200 mm(8')
I.8m(6')
150 rwn(61
150 mm(61
2.4 m(e')
200 mm(89
3.0 m(101
3.5 m(121
200 made')
200 mm(8')
150 mm(61
200 mm(81
150 arr(s')
200 mm(81
150 arts')
200 motel
250 mm I07
f/0
150 6ni61
200 mnde7, C
200 *. S') �Mj
250 srar(t0') N
250 0.11101
#4 REBAR 0 12' 0.C.
FOR W ) 9 64281). V ) 3.3 m(I2) OR 8 ' 1.2 m(41 SEE PROJECT PLANS
.
AMERICAN PUBUC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED SY TME
OREENIPOOK COMMITTEE
ism
REV. MI
•
CURB,OPENING CATCH BASIN
STANDARD PLAN
30METRIC
0 - 2
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES:
1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED
SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE
POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME CLASS
OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE
PROVIDED WITH A WEAKENED PLANE OR A 25 mm(I') DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH
OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE.
COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
BASIN.
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE
SHAPED BY PLASTERING.
3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL
AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM. EXCEPT WHERE THE GUTTER GRADE
EXCEEDS 8 PERCENT. 1N WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4. DIMENSIONS:
B = 970 mm(3'-2')
V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET = 1.35 m(4.5').
YU = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS
OF NOTE 3. BUT SHALL. NOT BE LESS THAN CURB FACE PLUS 300 mm(121.
V 1 = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET. NOTED ON THE PROJECT PLANS.
H = NOTED ON THE PROJECT PLANS.
W = NOTED ON THE PROJECT PLANS.
A * THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI-
FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL
INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A
SKEW NECESSARY TO INSURE MINIMUM 80 mm(3') PIPE EMBEDMENT. ALL AROUND. WITHIN
THE CATCH BASIN WALL. AND 75 arn(3•) RADIUS OF ROUNDING OF STRUCTURE CONCRETE.
ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE
USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN
70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE 1S LOCATED
IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT-
TING STANDARD LENGTHS OF PIPE.
6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS.
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL
BE SPACED 300 mm(121 APART. THE TOP STEP SHALL BE 175 mm(T) BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/2'). ALL OTHER STEPS SHALL PROJECT 130 mm(5').
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL
VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE
METRIC VALUES. EXCEPT REINFORCING BARS 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
300 - 2
SFIEIcT2oF2
CURB OPENING CATCH BASIN
REV.
REVISION DESCRIPTION
r DATE
ENGR.
CITY
DATE
450 not (181"
300 ars ((27
123 on (31
600 an (241
300 we ((2')
150 mm (61
750 ars (30'1
450 an (187
173 bra (7')
900 ms (36')
450 nm (187
225 m (9.1
1050 Tara (42'>w
450 we (18')
225 lata (9')
1200 mm (48')
450 urs (18') ,250
nut (10')
1425 am (57')
450 mat (18')1250
sea (10')
1500 ass (601
'1650
525 srs (211
273 an (111
am (661
525 ass (21')
275 met (11
1800 ars (721
600 alis (24')
300 as (127
A
Re Ls TAD 01
Lieu
i
g'e-/
ISM 0 300 mm (e4 a i2' 330-C-23 (560-C-3250) CONCRETE
L/2 (TYP.)
25 mm (11 (TYP.)
NEW OR °
EXIST. PIPE
n
FLOW •
ISM 0 300 mm
(e4 0 12')
CUT
L NE
150 mm
3 -ISM (.4) CIRCULAR TIES.
SEE NOTE 9
CUT NO. 1
N
90°
CUT
2
LINE
150 mm
16.1 MIN,
D
L
' T
300 arm (12')
300 an (121
(00 ars (4')
450 not (181"
300 ars ((27
123 on (31
600 an (241
300 we ((2')
150 mm (61
750 ars (30'1
450 an (187
173 bra (7')
900 ms (36')
450 nm (187
225 m (9.1
1050 Tara (42'>w
450 we (18')
225 lata (9')
1200 mm (48')
450 urs (18') ,250
nut (10')
1425 am (57')
450 mat (18')1250
sea (10')
1500 ass (601
'1650
525 srs (211
273 an (111
am (661
525 ass (21')
275 met (11
1800 ars (721
600 alis (24')
300 as (127
CUT N0. 2
3.14 (00-D)
DETAIL 'A' (SEE NOTE 10)
SONO -TUBE. OR EOUAL. INTERIOR FORM
CUT NO. Is SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS-
VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS
TOGETHER FORMING THE DEFLECTION ANGLE A.
CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
3.14 (D0-0) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT.
BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE
TUBE IN THE PIPE.
INTERIOR SURFACE
OF PIPE
DETAIL 'B'
TYPICAL. JOINT FOR
REINFORCED CONCRETE PIPE
- AMERICAN PUBUC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
N0. OF
CIRCULAR TIES
525 mm (211 OR LESS
BY THE
PUBUC WORKS STANDARDS INC-.
REV. 19911
CONCRETE COLLAR FOR RCP
300PROMULGATED
mm (12") THROUGH 1800 mm (72")
STANDARD PLAN
1.1E7RIC
380 - 2
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE •
EXCEEDS 10 PERCENT.
2. FOR CURVE JOINTS (SEE DETAIL B. SHEET I)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 25 mm (11. BUT IS LESS THAN 75 mm((3')
A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION
306-1.2.4 OF THE SSPWC.
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS EQUAL TO OR GREATER THAN 75 mm (31. BUT LESS THAN
150 mm (6'). A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR
SPACE IS 150 mm (6') OR GREATER. A TRANSITION STRUCTURE
IS REQUIRED.
3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4. CONNECTOR PIPES
A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A
CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER
PIPE. De DI OR 02. WHICHEVER IS GREATER.
B. WHEN D1 IS EQUAL TO OR LESS THAN D2. JOIN INVERTS AND
WHEN Di IS GREATER THAN D2, JOIN SOFFITS.
5. FOR PIPE LARGER THAN 1800 mm (721 SPECIAL COLLAR DETAILS
ARE REQUIRED.
6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER.
7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
300(40).
8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D+(2X WALL THICKNESS) + T.
9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS
GREATER THAN 525 mm (21') AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME OUTER ENDS IS 75 mm (31 OR LARGER.
CIRCULAR TIES:
PIPE DIAMETER
N0. OF
CIRCULAR TIES
525 mm (211 OR LESS
3 .
600 mm (24') TO 750 mm (30')
3
825 mm (33') TO 1425 mm (57')
4
1500 min (60') TO 1800 mm (72')
5 .
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'). THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF (50 mm (6') 0.C.
10. WHERE THE PIPE IS 525 mm (214 OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE
LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24')
OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE
INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND
NEATLY POINTED.
II. 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 PUBUC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
380 `2
SHEET20F2
CONCRETE COLLAR FOR RCP
300 aim (12") THROUGH 1800 mm (721
tRECORI] DRAWING
THESE RECORD DRAWING HAVE BEEN PREPARED, ICI
PART, ON THE BASIS OF INFORMATION COMPILED AND
1 FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF
SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND. STANDARDS IN EFFECT.
BENCH MARK: if 8-17
CAL TRANS BENCHMARK 0-17. A
BRASS CAP IN THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, Q2 M/ WEST
OF SAN SEVAINE RD., 2.65 MI WEST
OF SIERRA AVE
ELEVATION: 1 1428.609
BASIS OF BEAR/NGS:
THE BRG NO8959'31 "E
ALONG THE CL SUMMIT AVE
AS SHOWN ON 77?. NO.
16427-1, M.B. 296/7-11.
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
760-A SOUTH ROCHESTER AVENUE
ONTARIO, CA 91761
PHONE (909) 937-9151
IL LATERAL/CONNECTOR PIPE
CLASS C i
MORTAR
STA. PT. I tB
5. MAIN LINE RCP
CASE 1
PLAN
265 Kg -C -I4 Apo
(450-C-2000)
CONC. ENCASEMENT.
SEE NOTE 5
SEE NOTE 3
45.
•
BEDDING OF
INLET PIPE
BACKFILL WITH
265 C-14 Mpe
(450-C-20001
CONCRETE OR
COMPACT SOIL TO
RELATIVE DENSITY
REQUIRED BY
SPECIFICATIONS
UNDISTURBED EARTH
CONC. PIPE. RCP OR CSP
ERIN LINE RCP
1 41
115 mis (I/2') MIN.
ISEE NOTE 4
4454
FOR OUTLET SEE STD.
g CATCH BASIN PLANS
=4A. CATCH BASIN FLOOR
f
Itirasa
IV/4,„......,,,,, 4
SEE NOT
CASE 2
(SEC NOTES 9 EL 101
CONC. PIPE.
RCP OR CSP
VARIES TO SUIT
CONDITIONS
PLAN
SEE NOTE 6
BEDDING. PER
SPECIFICATIONS
CASE I
SECTION B -B
CASE 1
SECTION C -C
CASE 3
SADDLE CONNECTION
AMERICAN PUBUC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED NY THE
PUBLIC WORKS STANDARDS WC..
GREENBOOK COMMITTEE
REV. 1996
JUNCTION STRUCTURE PIPE TO PIPE
'.-
STANDARD PLAN
METRIC
SHEET 1 OF 2
USE VVITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION
GENERAL NOTE
1. 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. IF
ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
NOTES
CASE I AND CASE 2
L IF ANGLE A IS LESS THAN 45' OR IF D IS LARGER THAN 600 mm
(24'). THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED.
2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED
ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE.
3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE
INLET PIPE CANNOT ENTER RADIALLY. THEN ANOTHER STANDARD
STRUCTURE SHALL BE SPECIFIED.
4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE
OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm (11 MINIMUM
TO 75 rnm (31 MAXIMUM.
5. ALL CONNECTOR P IPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE
IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON
FILL WHICH HAS NOT BEEN DENSIFIED.
6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE
OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP.
7. ALL CSP AND FITTINGS SHALL BE GALVANIZED.
8. STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE
INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTER
LINE OF INLET PIPE.
9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A
GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO
VEHICLE TRAFFIC.
10. FOR CASE 2. NOT MORE THAN 3.5 m (12') OF INLET PIPE SHALL BE
LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH.
CASE 3
II. CONNECTIONS TO PIPES 525 mm (21') OR LESS IN DIAMETER WITHOUT JUNCTION
STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES.
12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF
THE INSIDE DIAMETER OF THE MAIN LINE.
13. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE
SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE.
14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE
SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE
SADDLE PIPE.
IS. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES I AND 2.
AMERICAN PUBUC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
- METRIC
JUNCTION STRUCTURE PIPE TO PIPE
CITY OF FONTANA, CALIFORNIA
DETAILS
DRAWN BY:
KNOX AVENUE
A".644 s.1 Da tee7/4_4edc-
RCE 3663 EXP. -30 6
DESIGNED BY:
if
CHECKED BY:
SCALE:
AS SHOWN
DATE
MARCH 2005
DRAWING NO.
3706
gc
ec
co
J:\126-20121storm\sd08.dwa. 3/22/2005 10:46:45 AM. Dawn. Dawn