HomeMy WebLinkAbout2968-10PLAN
Ism O 300 RN11(*40121)
EACH WAY
S RIRdI/4114
FACE PLATE
ASSEMBLY
10 See
POINT F
DEPRESSIONS
STANDARD PLAN
LJ
SLOPEFLOW
METRA
300-21904
PLAN
► -DIRECTION OF rww
USE WITH STANDARD SPECIFICATIONB FOR PUBLIC WORKS CONSTRUCTION
REV. 190*
SHEET 1 OF 2
-W L
900 MM (361)
N
LINEIRDOWEL
D
L
7
71/2
u
O
E
i
0-
eeX�Xgii
A a B BARS (6
O EDGES
(TTY► 11uCURB
1200 44 210 4
1275 51 220 41/2
75
TO 73 Rnl (31) R
150 iinni
la
1500 60 250 91/2
1576 63 260 10
1650 66 260 10 1/4
1725 69 290 10 3/4
1725
-
1.
2100 84 320 121/2
2250
#-
LINEin
13 1/4
POINT D
c
..
a
P
♦STEPSmmotWIL
POINT A
POINT B POINT C
2550 114 420 16 1/2
3000 120 440 17
3150 126 440 17
3300 132 450 171/2
I
3600 144 440 is
-
L2d
�
STATION
*+
a
STATION Nr M
IOM (*3 OR w),
SEE NOTE 4
m
STATION PT. D BARS
PLAN
�'
0
o
a
o�Z
<
o
-
OR N)
a{'
OPTIONAL SUBGRADE
OR
MMONOLIITIHICE
CATCH BASIN
;:44
IL
g
CONNECTION
200 mm(41!
IOM(*4)
90•
DOWEL DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
POINT F
DEPRESSIONS
STANDARD PLAN
VY TM
PUBLIC V101d�>SA INC.
OREENrOOKCOMMITTEE
CURB OPENING CATCH BASIN
METRA
300-21904
PLAN
► -DIRECTION OF rww
USE WITH STANDARD SPECIFICATIONB FOR PUBLIC WORKS CONSTRUCTION
REV. 190*
SHEET 1 OF 2
IL
N K WD
A
F c`i CURB OPENING
E W S
CATCH BASIN (S) - r -
Hai 1 I I 1
CURB POINT A
OA1 POINT 8 POINT C y
STR%HT ORApE
# RIOGE
POINT E
U+POINT F A PLAN
U
< -DIRECTION OF FLOW
co
Z c<ji N -K Wp
- - - - - -
j POINT 8 POINT I
POINT A FLOW LINE PROFILE
CASE A
a N L WD
i` = c`wi CURB OPENING _ _ _ _ _
E � c Cr CATCH BASIN (S� � 1
UJ
<r
MOD
-44
CURB POINT A POINT 8 POINT C 1�4J
POINT E
B
CURB7`
POINT D & 1
A GUTTER 1
W
B POINT G
-DIRECTION OF FLDW W. a
N -�2 v
_L�
POINT D
FLOW LINE
N
CURB }
"POINT D &
GUTTER J
v
J <
is
POINT F
DEPRESSIONS
POINT G
< '`
<
DIRECTION OF FLOW
PLAN
► -DIRECTION OF rww
ym.
USE WITH STANDARD SPECIFICATIONS FOR PUKX WORKS CONSTRUCTION
N
LATERAL. MAXIMUM �o
-W L
900 MM (361)
N
L
D
L
7
71/2
u
O
E
i
0-
eeX�Xgii
A a B BARS (6
O EDGES
1125 45 200 7 3/4
1200 44 210 4
1275 51 220 41/2
75
TO 73 Rnl (31) R
150 iinni
la
1500 60 250 91/2
1576 63 260 10
1650 66 260 10 1/4
1725 69 290 10 3/4
1725
-
1.
2100 84 320 121/2
2250
#-
-
13 1/4
POINT D
c
..
a
P
2400 9 9 3" 14
POINT A
POINT B POINT C
2550 114 420 16 1/2
3000 120 440 17
FLOW LINE PROFILE -FLOW LINE
CASE B
150 mm 25 mm ()1) 150 mm (6') 25 mm (1')
(6")
M M M,G,OR VAR. -
450 mm VAR.
VAR.
50 mm VAR.
- (2")
rCUR6 e ' RIDGE'
a D .. VALLEY . VALL
FACE + H +EY
► D .� • D
1 D n" A. • 4
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
300 - 2
SHEET 2 OF 2
DEPRESSIONS
STANDARD `""
PROMULGATED BY THE
F"°"` ENSOO'COMMITT°"�
PUBLIC
GREENe001C COMMITTEE
LOCAL
AT CATCH BASINS
METRIC
313 - 1
1904
REV.190a
ROUND EDGES TO RADIUS
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUKX WORKS CONSTRUCTION
BENCHMARK
THIELMAN
IF N ciF I N E F7 -.RS BENCHMARK: 918.40
221 S GLASSELL ST ORANGE, CA 92866 SPIKE ON POWER POLE #674320E AT
(714) 744-9700 FAX (714) 744-9312 INTERSECTION JURUPA AVE AND MULBERRY
AVE
NOTES:
L 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 Rwl(1') 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, IN 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(4.59.
VU= 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(12').
V, = 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 irmi(39 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 IS 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 mnm(12") APART. THE TOP STEP SHALL BE 175 mm(7•) BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 TIWK51.
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 EQUAL
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
SHEET 2 OF 2
CURB OPENING CATCH BASIN
NOTE:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS.
2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
THE CURB FACE AT POINTS 8 AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE
OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE.
4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED:
THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS B AND C, RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
5. DIMENSIONS:
H - NOTED ON THE PROJECT PLANS.
H, - NOTED ON THE PROJECT PLANS.
HZ - NOTED ON THE PROJECT PLANS.
H3 - NOTED ON THE PROJECT PLANS.
G - 600 mm (2 Feet)
K - 1.5 m (5 Feet)
L - 1.8 m (6 Feet)
M - 1.2 m (4 Feet)
N - 1.5 m (5 Feet)
Wp a CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
FOR MUTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES).
6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL
VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC
VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC
BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH
VALUES.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
13M0450 ram (•40161) OC.
LOCAL DEPRESSIONS AT CATCH BASINS
313-1
�No
SHEET 4 OF 4
TOLL FREE '"'EMEN"' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
I
ADD VBars @ 12" O.C.x J
each face ( Min. 4 Total) ,
ADD t Bars (Typical both sides
of R.C.P.) 2 Bars each face
(Total 4)
ADDU Bora (Typical both sides--z,-
of
ides
of R.C. P.) 2 Bars each face
(Total 4)
SECTION A -A
IUA Cr AI Ir
I1
UAA O^
Cl, V CL f 06
ADD "/s; Bar hoop x
9=. Moop each face
"Cir. ( Total 2 )
ryp.)
4. no
T_ Imp. wo. snown on plan
LAN
NO SCALE
NOTES:
I. Unless Otherwise Noted On The Plans;
"4-"5 Bar Hoop "C =* 6 Bars
"B"-06 Bars "D"=a"5 Bars
2. Unless Otherwise Noted On The Plans;
"0" =60e For Pipes 30" and Smaller
"0"=45• For Pipes Larger Than 30" But Smaller Than 54"
,0" =30• For Pipes 54 and Larger
STANDARD R.C.P. CONNECTION
(VERTICAL WALL CHANNEL)
SAN BERNARDINO COUNTY
FLOOD CONTROL DISTRICT
NKV""O M 0Mi1L w OAT[
C.S. II -3-80
ALX N0.
S. P. 220
CONNECTOR PIPE
S
NCNES)
l
13M0450 ram (•40161) OC.
D2
OR
(Rami (INCHES)
300 12
IOM0450 mm
�No
(*3 OR *4061) OC
to
190Q
REV tM
ROUND EDGES TO RADIUS
450 I4 120 4 1/2
OF APPROXIMATE ID OF 4
600 24 140 5 1/4
LATERAL. MAXIMUM �o
750 30 ISO 6
900 MM (361)
900 36 170 61/2
975 39 140 7
1050
42
7
71/2
u
O
E
i
0-
eeX�Xgii
A a B BARS (6
O EDGES
1125 45 200 7 3/4
1200 44 210 4
1275 51 220 41/2
75
TO 73 Rnl (31) R
150 iinni
la
1500 60 250 91/2
1576 63 260 10
1650 66 260 10 1/4
1725 69 290 10 3/4
1725
-
1.
2100 84 320 121/2
2250
P
-
13 1/4
c
,.
;
E
E
a
c
..
a
P
2400 9 9 3" 14
t MAIN LINE
NOTE S
2550 114 420 16 1/2
3000 120 440 17
3150 126 440 17
3300 132 450 171/2
I
3600 144 440 is
-
�
STATION
*+
a
STATION Nr M
IOM (*3 OR w),
SEE NOTE 4
m
STATION PT. D BARS
PLAN
0
o
a
<
o
D BARS -T
OR N)
I
1 I !
TABLE
FOR DIMENSION
AND BAR SIZES
13M0450 ram (•40161) OC.
D2
OR
(Rami (INCHES)
300 12
F
O�R-
(RMI) 111
110 4
wE
-
-
g
h
-
to
190Q
REV tM
375 15 Ila 4 1/4
450 I4 120 4 1/2
525 21 130 5
600 24 140 5 1/4
675 27 140 51/2
750 30 ISO 6
623 33 160 61/4
900 36 170 61/2
975 39 140 7
1050
42
190
71/2
u
O
E
i
0-
eeX�Xgii
'^
N
1125 45 200 7 3/4
1200 44 210 4
1275 51 220 41/2
1350 54 230 9
1425 37 240 9 1/4
1500 60 250 91/2
1576 63 260 10
1650 66 260 10 1/4
1725 69 290 10 3/4
1725
1400 72 240 It
1950 74 300 If 3/4
2100 84 320 121/2
2250
90
340
13 1/4
c
,.
;
E
E
a
c
..
a
;
o
oa
2400 9 9 3" 14
2550 102 400 151/
2700 106 410 Hii
2550 114 420 16 1/2
3000 120 440 17
3150 126 440 17
3300 132 450 171/2
3450 136 450 171/2
3600 144 440 is
I
1 I !
PRD�a,EoeYTME
13M0450 ram (•40161) OC.
`'""�
BOTH WAYS. TO BE USED WHEN
PIPE TO PIPE
D2 IS 1500 mm (601) OR MORE
to
190Q
REV tM
LONGITUDINAL SECTION
D BARS
IO
A BARS
I �)
F BARS
42"-45"
16.5°
I
I IOMf4So nwo
(*3 OR *4
I
B BARS
o
0 101) oc
I
ELEV. R
ELEV. S
1
1- T-
TT
ISM0450 mm (•408.11 OC.
BOTH WAYS, TO BE USED
WHEN B IS 1500 mm (60')
OR MORE
1(�
4. MAIN LINE
SECTION W -Ne-N"
PROJECTED ON M-M-NIN _
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PRD�a,EoeYTME
TRANSITION STRUCTURE
`'""�
P""'°"MBOOK STANDARDS INC.
aREi9�0 CO1MMITTEE
PIPE TO PIPE
340 --.1 --
to
190Q
REV tM
SHEET 1 OF 2
USE WITH STANDARD SPECIFK:ATHM FOR PUBLIC WORKS CONSTRUCTION
1-6 '/4 (See note 5)
�4
3/4 " Hole, "H.D.", See Stiffener
equally spaced Detail next page
Center of hole
to be l" from
O.D. of plate.
_f
Z
D, Typ1 '
DI . 5"
BOTTOM VIEW
TOP PLATE
See detail for
�Elev. A Locking Devices
Grading at lip,
unless otherwise
shown on plan.
W t
N
V)
! 7
fn - M
/2 n places
�2
_ Standard
galvanized
connection bond.
C.S.P. R.C.P.
slope to
droin - -
I �t �
ry pock
Conc. slab
D) RISER
DIAMETER
C.S.P.
GAUGE
18"-27"
16
30"-39"
14
42"-48"
12
51"-66"
10
DI
L
n"
HD'
18"
400
9
2
24"-27" 30° 12
30"-33"
24°
15
3
36"-39" 200 18
42"-45"
16.5°
22
4
48"-51" 14.5° 25
54"-57" 130 28
60"-63" 11.50 31
66" 10.5° 34
ELEVATION
ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLAN
Approved
wLza aof „c Worts 1305
Adopted: Res. 77-92 Revised: Res. 96-546
1 INLET TYPE V SHT. I of 2
NOTE
1. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, A. 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 (1 1/2') CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL
BARS SHALL BE IOM 0 450 mm (e3 OR e4 0 18.1 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 LINE A 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 9 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 INNNLLLEEYT LINE. ELEVATION R SHALL BE SHOWN ON
PROJECT DRAWINGS QNWHEN 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 m (25').
IF THE COVER EXCEEDS 7.5 m (25') 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
340-1
TRANSITION STRUCTURE
PIPE TO PIPE
SHEET 2OF2
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION 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
REZo1R O �Rrtu.1u.16 �� �'( I q�, STANDARDS IN EFFECT.
Prepared Under The Supervision Of
OQ�O�HSS/0, � JENS THIELMANN R.C.E.
No. 25742 EXP. DATE DRAWN BY:
12/31/01 SOUTHRIDGE VILLAGE SCALE:
�, No. 25742 rZ S 7AS SHOWN
DESIGNED
�* Exp. 12-31-01 * TRAC 110 DATE:
BY ;:.
;lTT 9-10-2001
s, c1V1L �� G -I STAN /PLA S
ATF OF CA0Date D BY A D BY: DRAIMNG NO.: 10
lea� 2968
IAICCo n ATC.
12
C Y_ ENr RCE 51152
~I
o_I
of
lV2 "x1V2 -XI/4 '
Angle
I�
"Steel Plate
DETAIL -PLATE
STIFFENER
1 12.1;511 `'
z
VL�
R Ca n qti °VIN
_ _ ��' � 1u�=�:• RCE 25742
'nJIFJ. MAN& ENGINEB>itS
2b� S. Glassell Street
TOrange,-CA 92866 "
(714) 744-9700 ='
Tef Ion tape
2%2 1x2%2 -x%"
Stl. bor (typ) ,
Scarf and -
%-x% - Spacer
I/2 " Allen bolt
Ring O.D.
145 • ITyprn" pl°e*s
8" 8- 1 I I/2 - std. pipe or
min Conc. collar mild steel bar
1x2' ria*
C.S.P .:0 71 R.C.P. m C.S.P. O.D.
I
-_ _r I v
8'
ALTERNATE JUNCTION
miatchHoiop plate
NOTES: BOTTOM VIEW
1. Riser pipe sholl extend to "Eley. A". CAGE RETAINER RING
2. Elevation A, DI , D2' LI , L2 are shown on plans.
3. Corrugated steel pipe shall conform to AASHTO M-36.
4. Grote assembly sholl be galvanized of ter fabrication.
5. For DI =54" and larger, weld I%2 "xl%2 "xl/4 angles to plate with l"
welds at 6" O.C.
6. n=number of bars on grate -assembly.4
7. Gouge of pipe. for diameter D,*41%all be some as for riser.
8. Riser and stub shall be shop fabricated and galvanized otter"welding.
9. The following shpLMpe , stencille0. using 2 inch high letters- and block
point on the fab' 'ot the COfrb adjacent to. -the inlet`,.(either side)
and on the top of the inlet,-
NO DUMPING
DRAINS TO OCEAN
ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLAN
Approved
DIrWW of woks 1305
..doptetl: Ras. 77-92 Revised: Res. 96-546
INLET TYPE V SHT.2 OF 2
CITY OF FONTANA, CALIFO k