HomeMy WebLinkAbout3694-10Q MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NOTE 2 -' J c4
SEE NOTE IO
H H
I
I ,
80 mm (31 MIN.��
II (L LATERAL/
�'�-- CONNECTOR PIPE
I
w '
J ROUND I
o~ (EDGE
rn
� � CD EDGE
75 rnm �
►- --I ui 1,_ = Z L I (3') R
----
W Z ~ z E I --
W O ,
W.
w `f' Q w O I I G
z w U) �>
coi m I I
I E t0
STA. POINT
CONNECTOR PIP
I ' SEE NOTE 3
I 80 mm
STA. POINT
LATERAL
SEE NOTE 3
PLAN
SPUR IOM a 450 mm
(&3 OR w4 0 18-)
OC TIE BAR
REINFORCING STEEL I G BARS 15M a 150 mm
(•4 4 6') OC I-
80 mm (3') MIN.
SPRING I
LINE I \ >= a 130 mm (5')
rr o - _ m
fI ( EDGES ELEV. R
1 E B ARS 15M 1.51
\ ELEV S / p 80 mm (3') OC
G BARS
�.�15M0150mm
gyp(0 0 6') OC
•,
IOM0450mm
(s3 OR •4 Cb 18')
OC TIE BARS
E AND F BARS
15M 0 75 mm
(05 0 3') OC,
SEE NOTE 8
E TABLE OF
VALUES FOR T
B I T
300 mm (12') 130 mm (5')
375 mm (151 130 mm (5')
450 mm (18') 130 mm (5'l
525 mm (21') 130 mm (51
600 mm (241) 140 mm (5 1/2'j
675 mm (27') 140 mm (5 1/2'1
750 mm (301 150 mm (6')
825 mm (331 170 mm (6 1/2')
900 mm (369 170 mm (6 1/2'3
975 mm (391 180 mm (71
El: -
E N
fTIE BARS
o -
v
•
F BARS 15M (•5)
\ � _7 ' 0 75 rnm (31 OC
UNDISTURBED CONCRETE CRADLE.
EARTH H H 265-C-14 (450-C-2000].
SEE NOTE 9 ~
SECTION Z -Z SECTION M -M
G BARS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
JUNCTION STRUCTURE - PIPE TO PIPE INLET
STA
PUBLIC WORKS STANDARDS INc.,
GREENBOOK COMMITTEE
3
ID > 600 mm (24) OR ODS > 1 /2 MAIN LINE ID
METR CPLAN
331 - 2
1984
DIMENSIONS
REV. 1996
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SEE PARKWAY DRAIN
CONNECTION DETAIL
ON SHEET 14
01
15M 0 300 mm(940120)
EACH WAY
5 mm(1/4•)R
AND COVER
CATCH BAS IN
MANHOLE FRAME
AND COVER oc N Wa
0�
oZ
�-
� c
J7
a
zF
0
I ao
STEPS = t: o"
11� _
a II W
k / N u I 100 mm
r
m
Ir
DOWEL (TYP.) v
PLAN
100 mm
(4')MIN.
300 mm 75 mm
(120)MAX. I (30)R -
SLOP E
OPTIONAL SUBGRADE LCONNECTOR PIPE
OR MONOLITHIC
CATCH -BAS 1 N
B CONNECTION
SECTION A -A
200 mm(89
IOM(s4)
90°
E M
DOWEL DETAIL
STRUCTURAL DATA
JUNCTION STRUCTURE PIPE TO PIPE INLETMETRIC
WALL AND SLAB DIMENSIONS AND
SHEET 20F2
I1R
-
FOR
DIMENSIONS
FLOW LINE
�
F*eE-
PLA4E
MAX
DOWEL
t
t
REQUIRED IN
(TYPJ
W
SCORING
I
N
N
LINE
BOTTOM
CURB LINE
-
2 EXTRA 15M(«4)
I
STEPS
ON 2 SIDES OF
WALL
SLAB
WALL
MANHOLE FRAME
I
t
150 mm(6')
AND COVER
CATCH BAS IN
MANHOLE FRAME
AND COVER oc N Wa
0�
oZ
�-
� c
J7
a
zF
0
I ao
STEPS = t: o"
11� _
a II W
k / N u I 100 mm
r
m
Ir
DOWEL (TYP.) v
PLAN
100 mm
(4')MIN.
300 mm 75 mm
(120)MAX. I (30)R -
SLOP E
OPTIONAL SUBGRADE LCONNECTOR PIPE
OR MONOLITHIC
CATCH -BAS 1 N
B CONNECTION
SECTION A -A
200 mm(89
IOM(s4)
90°
E M
DOWEL DETAIL
NOTES
I_ THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE
MAIN LINE; OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER
THAN 600 mm (24'). B SHALL NOT EXCEED .75 D OR 975 mm (39').
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN.
D SHALL REFER TO THE CLEAR SPAN OF THE ARCH_ REINFORCING STEEL
SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME.
MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A
REINFORCED MONOLITHIC ARCH.
3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE
INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS
SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES
APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH
THE CONNECTOR PIPE CENTER LINE.
4. VALUES FOR A, B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS.
ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS
IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY_
b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A
STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION
OF AN INLET PIPE.
c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET
PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE
SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE
CATCH BASIN OR GRADE BREAK IN LINE.
6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE
INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
RADIALLY IF ANGLE A IS GREATER THAN 450. B 15 LESS THAN OR EQUAL TO
600 mm (24') AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN
.5 D: OTHERWISE, STANDARD PLAN 340 SHALL BE USED.
7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.
S. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL,
TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE
TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE
CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF
THE SPUR.
9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND
ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A
JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE
CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12') ABOVE THE TOP OF THE
MAIN LINE AND TO THE LIMITS OF THE CRADLE.
IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE
OPPOSITE INLET MAY BE OMITTED.
10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M. GRADE 300. (ASTM A 615.
GRADE 40). AND BE PLACED 40 mm (1 1/2') CLEAR FROM CONCRETE SURFACES.
UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS
THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (61.
11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
THE SPUR.
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 BARS S12ES 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
STRUCTURAL DATA
JUNCTION STRUCTURE PIPE TO PIPE INLETMETRIC
WALL AND SLAB DIMENSIONS AND
SHEET 20F2
REINFORCEMENT REQUIREMENTS
340-1
FOR
DIMENSIONS
REV' less
REINFORCEMENT
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
MAX
MAX
t
t
REQUIRED IN
D2
W
V
F
N
FRONT
REAR
BOTTOM
END
WALL
WALL
SLAB
WALL
co
1.0 m(3.59)
2.4 m(81)
150 mm(6')
150 mm(6')
, 1
1.0 m(3.5')
3.5 m(12')
200 mm(8')
200 mm(8')
2.0 m(7']
1.8 m(61)
150 mm(60)
150 mm(6')
0.
ff4 @0 12" D.C.
2.0 m(7'3
3.5 m(121)
200 mm(8')
200 mm►(8')
o
(mm) (INCHES)
R
E
4.0 m(14')
1.2 m(41)
150 mm(60)
150 mm(6•)
300
2.4 m(8')
150 mm(6')
200 mm(8')
v
c
in
1
N
F
4.0 m(141)
3.5 m(12')
200 mm(8')
250 mm(1109
o
c
=-
E
ra
„
a
1.2 m(4')
150 mm(6')
ISO mm(6')
975 39 180 7
O R
R E
C Q
M U
E E
IN
/ T D
1.8 m(6' 1
150 mm(60)
200 mm(8')
2.4 m(89
200 mm(8')
200 mm(8')
3.0 m(1101)
200 mm(8I)
250 mm(l0')
3.5 fm(12')
200 mmt8')
250 mm(10•)
1500 60 250 9 1/2
FOR W > 9 "261). V > 3.5 m(I21) OR 8 > 1.2 m(41) SEE PROJECT PLANS
-L DRAIN JUNCTION STRUCTURE-
22ARKWAY
)
NOTES
I_ THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE
MAIN LINE; OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER
THAN 600 mm (24'). B SHALL NOT EXCEED .75 D OR 975 mm (39').
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN.
D SHALL REFER TO THE CLEAR SPAN OF THE ARCH_ REINFORCING STEEL
SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME.
MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A
REINFORCED MONOLITHIC ARCH.
3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE
INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS
SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES
APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH
THE CONNECTOR PIPE CENTER LINE.
4. VALUES FOR A, B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS.
ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS
IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY_
b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A
STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION
OF AN INLET PIPE.
c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET
PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE
SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE
CATCH BASIN OR GRADE BREAK IN LINE.
6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE
INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
RADIALLY IF ANGLE A IS GREATER THAN 450. B 15 LESS THAN OR EQUAL TO
600 mm (24') AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN
.5 D: OTHERWISE, STANDARD PLAN 340 SHALL BE USED.
7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.
S. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL,
TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE
TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE
CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF
THE SPUR.
9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND
ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A
JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE
CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12') ABOVE THE TOP OF THE
MAIN LINE AND TO THE LIMITS OF THE CRADLE.
IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE
OPPOSITE INLET MAY BE OMITTED.
10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M. GRADE 300. (ASTM A 615.
GRADE 40). AND BE PLACED 40 mm (1 1/2') CLEAR FROM CONCRETE SURFACES.
UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS
THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (61.
11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
THE SPUR.
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 BARS S12ES 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
3S�
JUNCTION STRUCTURE PIPE TO PIPE INLETMETRIC
ID > 600 mm 24" OR O/2 MAIN LINE ID
( � D> 1
SHEET 20F2
NOTES
I. 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
BA$ IN.
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 I: 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 T;HE INVERT OF
THE CATCH BASIN AT THE OUTLET = 1.35 m(4.51).
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(120).
vi = 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 mm(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 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 mm(12") APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/2'). ALL OTHER STEPS SHALL PROJECT 134 mm(50).
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE
B ACKWALL.
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.
E LATERAL /
CONNECTOR PIPE _N
IOM0450 mm y
(•3 OR 940(8') OC
B/
ROUND EDGES TO RADIUS G
OF APPROXIMATE ID OF
LATERAL. MAXIMUM �5
900 mm (361)
� 9
A a B BARS 150 m (6') OUND EDGES
TO 75 min (3') R
Iso mm
w
L6
P
(L MAIN LINESEE I P
NOTE 8 I
c- - - - - - - - c -
U. vm
.♦ STATION
STATION N' M IOM (•3 OR •4).
STATION PT. D BARS SEE NOTE 4
P_
D BARS IOM (03
OR •4)
(I ELEV. ELEV. I
I I STA. STA.
II I
114 ,--
15M0450 mm (•40189 OC.
BOTH WAYS. TO BE USED WHEN
D2 IS 1500 mm (60') OR MORE
LONGITUDINAL SECTION
D BARS w OM (03
A BARS �� R 04)
~ F BARS IO
IOM0450 mm --1
m
I
m
X-
Z (03 OR 04 B BARS
0 I88) oc I
ELEV. R ELEV. S
I
151010450 mm (•40181) OC. w-
BOTH WAYS. TO BE USED
WHEN B IS 1500 mm (60') dOR MORE
CL MAIN LINE
SECTION No -No -Wo
PROJECTED ON M -M -No
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY
T-
STANDARD PLAN
METRIC
PUBLIC WORKS STANDARDS INC.,
GREENBOOK COMMITTEE
PIPE TO PIPE
340-1
FOR
DIMENSIONS
REV' less
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
AND
BAR SIZES
D2
F
N
y
cr
OR
OR
co
m
m
L_
tr
B
T
a
o
o
0.
a
o
(mm) (INCHES)
(mm)
(INCHES)
300
12
110
4
v
c
in
o
a
o
O
-
375 13 110 41/4
450 18 120 4 1/2
525 21 130 5
E
,�
O
600 24 140 51/4
675 27 140 51/2
750 30 160 6
825 33 160 61/4
900 36 170 61/2
975 39 180 7
1050
42
190
71/2
v
0
a
t
E
v
0
in
E
E
N
'n
E
E
,)
N
1125 45 200 7 3/4
1200 48 210 8
1275 51 220 81/2
1350 54 230 9
1425 57 240 9 1/4
1500 60 250 9 1/2
1575 63 260 10
1650 66 266 10 1/4
r-
x
W
1725 69 280 10 3/4
1800 72 280 11
1950 78 300 II 3/4
2100 84 320 121/2
2250
90
340
131/4
0
O
c
2400 96 360 14
2550 102 400 15 1/2
2700
108
410
16
..
2850 114 420 161/2
3000
120
440
17
E
to
E
0
a
c
`v
E
o
o
a
3150 126 440 17
3300 132 430 17 1/2
d
a
3450 138 450 171/2
3600 144 460 18
U. vm
.♦ STATION
STATION N' M IOM (•3 OR •4).
STATION PT. D BARS SEE NOTE 4
P_
D BARS IOM (03
OR •4)
(I ELEV. ELEV. I
I I STA. STA.
II I
114 ,--
15M0450 mm (•40189 OC.
BOTH WAYS. TO BE USED WHEN
D2 IS 1500 mm (60') OR MORE
LONGITUDINAL SECTION
D BARS w OM (03
A BARS �� R 04)
~ F BARS IO
IOM0450 mm --1
m
I
m
X-
Z (03 OR 04 B BARS
0 I88) oc I
ELEV. R ELEV. S
I
151010450 mm (•40181) OC. w-
BOTH WAYS. TO BE USED
WHEN B IS 1500 mm (60') dOR MORE
CL MAIN LINE
SECTION No -No -Wo
PROJECTED ON M -M -No
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY
TRANSITION STRUCTURE
STANDARD PLAN
METRIC
PUBLIC WORKS STANDARDS INC.,
GREENBOOK COMMITTEE
PIPE TO PIPE
340-1
1992
REV' less
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
80
r
S
CURB &
11
00
PLAN VIEW
PARKWAY DRAIN
JUNCTION
STRUCTURE
SEE SHEET 10
NOTES
I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. A, SHALL
NOT EXCEED 5045.
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 (#3 OR •4 0 188) 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.
B. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS
OTHERWISE SHOWN ON THE PROJECT DRAWINGS.
9. WHEN THERE IS NO SPUR REQUIRED, A & 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 ONLY 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 m (25').
IF THE COVER EXCEEDS 7.5 m (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
340 - 1
TRANSITION STRUCTUREmmIU
PIPE TO PIPE
SHEET 2 OF 2
EXTEND DdSTTNG
REWS INTO
REMOVE INTERFERING 216 CONT. 2 T�OJUNCTION
PaRTTONs OF EXISTING � MIN.
PARKWAY DRAIN -.-
2#6 CONT. I
os
STORM DRAIN CN z Z
SEE SHEETS 5 AND 7. g
BEND EXISTING N PROFESS/0
USTRUCTURELL ��JS JUNCTION
JUNCTION STRUCTURE ac No. 43976
REINFORCING PER * E"p- 6/30/07 6
*DgSTING PARKWAY DETAIL ON SHEET 10
DRAIN. CONTRACTOR SHALL Nom'
DE (ERMINE LOCATION
AND W19TH PRIOR TO L-Iff
°" SECTION AA
PARKWAY DRAIN JUNCTION STRUCTURE
DETAt�10)
RECORD DOCUMENT
These record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
> y be ' ncorporated herein as a res It
• 2 Ob
A E
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ORIGINAL BENCHMARK ---------------- - Prepared B�: CITY QF FONTANA CALIFORNIA
Q Q SHOULD CONSTRUCTION OF RE UIRED oFEss
Ksc o?•s7 vq-AW 1 N 6 S i �z8
IMPROVEIIr RM NOT COMMENCE WITHIN PREPARED FOR: CITY OF FONTANA BM -361 ALLARD ENGINEERING �<Q p s. NqC l
Lo R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER �� �J 'y�� F� CAPITAL IMPROVEMENT PROJECT PHASE I
TWO YEARS OF THE DATE OF APPROVAL CITY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE. Civil Engineering - Land Surveying - Land Planning O
M rl 11,o SHOWN HEREON AND CARRIED FORTH INA 8353 SIERRA AVENUE ELEVATION: 1365.01, SINCE DESTROYED -= 8253 Sierra Avenue co DRAwNCM-MAG STORM DRAIN IMPROVEMENT PLANS SCALE:
No. 43976 m AS NOTED
� DIAL DILIGENT MANNER, THE CITY ENGINEER MAY FONTANA CA -92335 Fontana, California 92335 � � DATE:
1 TWO WORKING Exp. 6/30/05 DESIGNED BY: APWA D AILS
BEFORE �� DAYS BEFORE. REQUIRE REVISIONS TO THE PLANS TO _ SITE BENCHMARK (909) 356-1815 Fax (909) 356-1795 * * EW
w Y ❑ U DIG YOU DIG (909) 350 7610 SW CORNER, SEC. 31, T.1 N., R.5W., S.8M.-2" I.P. s Q. __ MARCH, 2005
Q BRING THEM INTO CONFORMANCE WITH FAX (909) 350-6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF - ` �' d 9� C I V t.k- �'� CHECKED BY: APPR B • 7/. _DRAWING NO.: 10
TGLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, A.C.E. 43976 Date FOF"CAL\ DSH
o. A PUBLIC.SERVICE BY UNDERGROUND SERVICE ALERT DSH
HEVATIOM 139516 (expires 6/30/2005) 11 CITY -ENNItR R.C.E. 51152 3694 14
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