HomeMy WebLinkAbout3505-4DI� F OPTIONAL OUTSIDE
r EDGES TO BE EDGE OF CONCRETE
TO
D BARS B I
75UNDED mm (31 R
75 mm (31) OC - (-
IOM(•3) TIE BAR ix �- R=ID OF SPUR(tet ?C
4-20M(•6). E BARS Ai
975 mm (3'-3•) LONG, -I
SEE NOTE 2 L_ --I 4-1510104) H
D BARS _-IOM(•3) TIE BAR BARS 900 mm
1.2 m (3'-0') LONG
75 mm (3') OC.
SEE NOTE 9 I 3-15M(•4) J BARS 1.4 m (4'-0•)
(4'-81 LONG 75 mm(3•) OC
CON'T.ADD'L. BARS 150 mm DETAIL "N"
F DL F (64 OC TO INSIDE EDGE
OF MANHOLE. SEE NOTE 2 (RINGS AND COVER NOT SHOWN)
PLAN (SEE NOTE 1)
(SHAFT NOT SHOWN)
MANHOLE FRAME
STREET AND COVER PER
GRADE STD. PLAN 630
510 mm (241
MANHOLE SHAFT C 125 mm x 50 mm w aI
PER PIPE SEAT LEVEL.
PLANS324 PIPE•SEAT
900 Hi SEE NOTE 8
MITI (3'-0•) E BARS w i, n rn
rn E BARS
TIE BARS
IL O N
STEPS -
TIE BAR I D xm BARS
` a
125 mm t5') F J BARS P 700 700 I P
F
ROUND EDGES (2'-44,(2'41
TO 75 mm (39 R SPRING LINE
15M(•4) 0 450 mm INLET �T
081 OC BOTH ELEVATION 4- GRADE POINTS,
WAYS TO BE USED APPLIES AT SEE NOTE 4
WHEN D2 IS 1500 mm THIS POINT
(601 OR OVE SECTION B -B
SECTION A -A
CONCRETE RINGS STREET GRADE
PER STD. 125 mm x 25 mm (5•x1')
PLAN 324 RING SEAT
OMIT
STEP INIS '�': H BARS
PAVED - C;+ SEE TABLE
STREETS N� VARIABLE
25 ISO mm
H BARS)
150 mm (6 24
0 E BARS
400 mm (16•) FOR (8) IOM(93 OR •4)
PAVED STREETS, F F TIE BARS
650 mm (2'-2') FOR
UNPAVED STREETS J BARS
ROUND
�'--" EDGES
TO 75 mm
(3")R
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY
MANHOLE PIPE TO PIPE MAIN LINE
STArMMICPLAN
PUBLIC WORKS STANDARDS DARDS INC.,
GREENBOOK COMMITTEE
ID=900 mm 36" OR LARGER
320-1
REV
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
E LATERAL /
CONNECTOR PIPE
IOM0450 mm
03 OR 940189 ?//�/'l/,z,
ROUND EDGES TO RADIUS
OF APPROXIMATE ID OF
LATERAL. MAXIMUM
900 mm (361) A 6 B BARS-� ic0
C. MAIN LINE -\I I N07E 8
No
%t
� OR 4)N.
+T7H
4018') OC,
O BE USED WHEN
2 (60') OR MORE
LONGITUDINAL. SECTION
D BARS OR X43
� A BARS \
F BARS I
i
IOM0450 mm I
m � Q380ROC B BARS
ELEV. R ELEV. S
15M0450 mm (•4018') OC,
BOTH WAYS. TO BE USED
WHEN B IS 1500 mm (60.1 �
OR MORE
E MAIN LINE
SECTION NO -NO -Na
PROJECTED ON M -M -N"1992
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE TRANSITION STRUCTURE STANDARD PLAN
PUBLIC WORKS STANDARDS INC., METRIC
GREENBOOK COMMITTEE PIPE TO PIPE 340-1
Rte. IM
mm (3') R
_U \
2
TABLE
00 mm 36')
165 mm 6 I/2.)
FOR DIMENSIONS
180 mm T)
1050 mm 42•
AND BAR SIZES
1125 mm (45`)
D2
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
F
213 mm_ t8 172`
1350 mm 54'
230 hili
1425 mm`(57•)
235 mm 14'
1500 mm 60•
240 mm 9 1/2'1-"
1575 mm (63')
a
1650 mm (66')
260 mm (!0 i/4•
1725 mm (69')
75 mm 10 3/4•
1800 mm (72')
180 mm (II`)
195 mm (78'
300 mm 11 /4"
OR
320 mm 12 I/2'
2250 mm t90'
OR
m
16
¢
B
2700 mm (l 8•)
405 mm (16")
T
ooa
3150 mm 126'
430 mm (17')
3300 mm ti32"
445 mm 117 I/2•)
450 mm (138•
-445 mm IT I/2')
3600 mm 144•
455 mm (IS•
(•4 O 12•)
<
(mm) (INCHES) (mm)
(INCHES)
300
12
Ito
4
c
8
n
0
0
o
'bbm
n
-
^
375 13 Ito 4 I/4
450 18 120 41/2
525 21 130 5
600 24 140 51/4
675 27 140 F-172
750 30 160 6
825 33 160 61/4
900 36 170 6 1/2_
975 39 180 7
1050
42
190
71/2
c
-
O
6
E
ono
0
a
C
-
1
EF
a
iO
n
a
1125 43 200 7 3/4
1200 48 210 6
1275 51 220 8 1/2
1350 54 230 1 9
1425 57 240 91/4
1500 60 250 91/2
1575 63 260 10
1650 66 260 101/4
1725 69 280 10 3/4
1800 1 72 260 II
1950 78 300 It 3/4
2100 84 320 121/2
2250
90
340
13 1/4
c
-
O
,.,
E
In
N
c
-.
0.
E
E
n
g
o
co
..
4°
E
o
a
2400 96 360 14
2530 102 400 151/2
2700 108 410 16
2850 1 114 420 16 1/2
3000 120 440 17
3150 126 440 IT
3300 132 450 171/2
3450 138 450 171/2
3600 144 460 18
No
%t
� OR 4)N.
+T7H
4018') OC,
O BE USED WHEN
2 (60') OR MORE
LONGITUDINAL. SECTION
D BARS OR X43
� A BARS \
F BARS I
i
IOM0450 mm I
m � Q380ROC B BARS
ELEV. R ELEV. S
15M0450 mm (•4018') OC,
BOTH WAYS. TO BE USED
WHEN B IS 1500 mm (60.1 �
OR MORE
E MAIN LINE
SECTION NO -NO -Na
PROJECTED ON M -M -N"1992
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE TRANSITION STRUCTURE STANDARD PLAN
PUBLIC WORKS STANDARDS INC., METRIC
GREENBOOK COMMITTEE PIPE TO PIPE 340-1
Rte. IM
mm (3') R
_U \
I '
AMERICAN- PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
TRANSITION STRUCTURE - METRIC
340-1
•PIPE TO PIPE SHEET
TOLL FREE '' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
2
00 mm 36')
165 mm 6 I/2.)
975 mm l39•)
180 mm T)
1050 mm 42•
19 mm- (7 I/2•)
1125 mm (45`)
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
I '
AMERICAN- PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
TRANSITION STRUCTURE - METRIC
340-1
•PIPE TO PIPE SHEET
TOLL FREE '' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TABLE OF VALUES FOR F
2
00 mm 36')
165 mm 6 I/2.)
975 mm l39•)
180 mm T)
1050 mm 42•
19 mm- (7 I/2•)
1125 mm (45`)
195 mm (7 3/4•
1200. m m (48'
205 mm 8•
1275 mm (S!")
213 mm_ t8 172`
1350 mm 54'
230 hili
1425 mm`(57•)
235 mm 14'
1500 mm 60•
240 mm 9 1/2'1-"
1575 mm (63')
55 mm (10")
1650 mm (66')
260 mm (!0 i/4•
1725 mm (69')
75 mm 10 3/4•
1800 mm (72')
180 mm (II`)
195 mm (78'
300 mm 11 /4"
2}00 mm 84'1
320 mm 12 I/2'
2250 mm t90'
335 m m 13 I/4•
40 mm (961
355 mm )4•
2550 mm 1102')
395 mm (15 I/2•)
2700 mm (l 8•)
405 mm (16")
2850 mm (114•)
3000 mm (120'
420 mm (i6 1/2")
430 mm (i7•)
3150 mm 126'
430 mm (17')
3300 mm ti32"
445 mm 117 I/2•)
450 mm (138•
-445 mm IT I/2')
3600 mm 144•
455 mm (IS•
(•4 O 12•)
�µ
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN .:CALIFORNIA CHAPTER
STANDARD PLAN
3201
MANHOLE PIPE TO PIPE. MAIN LINE���
-MANHOLE.--PIPE TO MAIN LINE!
ID=900 mm 16" OR LARGER
TABLE OF VALUES FOR F
2
00 mm 36')
165 mm 6 I/2.)
975 mm l39•)
180 mm T)
1050 mm 42•
19 mm- (7 I/2•)
1125 mm (45`)
195 mm (7 3/4•
1200. m m (48'
205 mm 8•
1275 mm (S!")
213 mm_ t8 172`
1350 mm 54'
230 hili
1425 mm`(57•)
235 mm 14'
1500 mm 60•
240 mm 9 1/2'1-"
1575 mm (63')
55 mm (10")
1650 mm (66')
260 mm (!0 i/4•
1725 mm (69')
75 mm 10 3/4•
1800 mm (72')
180 mm (II`)
195 mm (78'
300 mm 11 /4"
2}00 mm 84'1
320 mm 12 I/2'
2250 mm t90'
335 m m 13 I/4•
40 mm (961
355 mm )4•
2550 mm 1102')
395 mm (15 I/2•)
2700 mm (l 8•)
405 mm (16")
2850 mm (114•)
3000 mm (120'
420 mm (i6 1/2")
430 mm (i7•)
3150 mm 126'
430 mm (17')
3300 mm ti32"
445 mm 117 I/2•)
450 mm (138•
-445 mm IT I/2')
3600 mm 144•
455 mm (IS•
NOTES
'i. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. 8. 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 {I i/2') CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE. SHOWN. LONGITUDINAL.
BARS SHALL BE IOM O 450 mm 1+13 OR s4 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 LINEA CONSTRUCTION JOINT
LONGITUDINAL KEYWAY.
7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION
OF THE CONTRACTOR TOMEET 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.
8. EMBEDMENT P -SHALL BE 'AS SPECIFIED IN THE TABLE. UNLESS
OTHERWISE SHOWN ON THE PROJECT DRAWINGS.:
9.. WHEN THERE IS NO SPUR REQUIRED, A 81 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 INLLEYT LINE. ELEVATION R SHALL BE SHOWN ON
PROJECT DRAWINGS N
ONLYWHEN STUB IS TO BE PROVIDED IN MAIN.
LINE FOR FUTURE CONSTRUCTION OF INLET PIPE.
It. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (25`).
IF THE DOVER 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.SUBSTFTUTED FOR
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED: ALL VALUES USED
FOR,
TABLE .OF VALUES FORM (SEE NOTE 1)
SECTION
PAVED STREET
MAX. MIN.
UNPAVED STREET
MAX. MIN.
A -A
867 mm (2'-10 I/2')
,750 mm 130•) 430 mm (IS•)
1060 mm (3'-6")
C -C
.282 mm (II•) 217 mm (8 I/2')
410 mm (16')
380 mm (15•)
NOTES
'i. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. 8. 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 {I i/2') CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE. SHOWN. LONGITUDINAL.
BARS SHALL BE IOM O 450 mm 1+13 OR s4 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 LINEA CONSTRUCTION JOINT
LONGITUDINAL KEYWAY.
7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION
OF THE CONTRACTOR TOMEET 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.
8. EMBEDMENT P -SHALL BE 'AS SPECIFIED IN THE TABLE. UNLESS
OTHERWISE SHOWN ON THE PROJECT DRAWINGS.:
9.. WHEN THERE IS NO SPUR REQUIRED, A 81 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 INLLEYT LINE. ELEVATION R SHALL BE SHOWN ON
PROJECT DRAWINGS N
ONLYWHEN STUB IS TO BE PROVIDED IN MAIN.
LINE FOR FUTURE CONSTRUCTION OF INLET PIPE.
It. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (25`).
IF THE DOVER 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.SUBSTFTUTED FOR
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED: ALL VALUES USED
FOR,
METRIC
320 -1
ID®900 mm 3S'' OR LARGER
SHEET 2 OF 4
(>I U7f�D �1LA�WING01
DAZE ErtcR. 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, >�� No. 65195 c
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO �
"N
Expl 9-30-05
CONSTRUCTION SHALL BE ENGLISH UNITS,
II' �•
L .♦► ...► � STATION
STATION N' M IOM (•3 OR •4),
SEE NOTE 4
STATION PT.:7 D BARS
PLAN
D BARS ---N
NOTES
I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 I/2•) FOR PAVED STREETS OR 1060 mm (3'-6") FOR UN-
PAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND
DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED
PER SECTION C -C. WHEN DIAMETER 01 IS 1200 mm (48") OR LESS, CENTER
OF SHAFT MAY BE LOCATED PER NOTE 2.
2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF .
STORM DRAIN WHEN DIAMETER 01 IS 1200 mm (48') OR LESS. IN WHICH CASE
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 456 WITH CENTER LINE
AND OMIT J BARS.
3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN
ON THE PROJECT DRAWINGS
A. D2=2400 mm (96') OR LESS. L=1.7 m (5'-6`). P=130 mm (5')
B. 02 OVER. 2400 mm (96•). L=1.8 m (61-00)..P=210 mm (8•)
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE
ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS
SHALL BE CONTINUED 150 mm .(6') OC.
4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER
LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND
REFER TO THE PROLONGED INVERT GRADE LINES.
5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300 (ASTM A 615.
GRADE 40), AND SHALL TERMINATE 40 mm (i I/21) CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. -
7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY
BE PLACED AT SPRING LINE.
8. THICKNESS OF THE DECK SHALL VARY WHEN. NECESSARY TO PROVIDE A
LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F
. SHOWN ON TABLE SH. 2.
9. D BARS SHALL BE 15M(04) FOR D2=975 mm(390) OR LESS. 15M(*5) FOR
D2 =1050 mm (42') TO 2100 mm (840) INCLUSIVE AND 20M(#6) FOR
D2=2250 mm (900) OR OVER.
10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF.CONE AT
SPRING LINE UNLESS OTHERWISE SHOWN.
II.' STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm tl4') TO 375 mm (15') OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm t24`) ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE=
A. MAIN UNE = 900 mm (36") INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN
LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (360) TO 1050 mm (42•)
INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR
LESS STANDARD PLAN 321
ZDF2 .
UT NO.
SHALL BE USED. '
AMERICAN PUBLIC. WORKS ASSOCIATION .- SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
MANHOLE PIPE TO PIPE MAIN LINE METRIC
320-1
ID=900 mm 36" OR LARGER SHEET
ISMO 300 mm (•4 O
L/2 (
T
UT NO.
TYP.)
30F4
330-C-23 (560-C-3250) CONCRETE
(I 25
T
UT NO.
TYP.)
430 1nm tl(3.1 300 mm (12')
N
600-:nrm t24•) 300 mm tl2•)
150 mm (6.1
,750 mm 130•) 430 mm (IS•)
I75 mm ll•)
g0°
-CUT
IQ(�0 mm {42•) 450 mm (18'}
LINEPREPARED
.1.200 mm (4841.450 mm (181) 230 mm Ito•)
Id2S mm tS?•) 450 mm (18•)
50 mm q0'1
523 mm t21't
2T5 mm UrI
S2S mm (21•)
w
273 mm tu•)
NEW OR
EXIST. PIPE
FLOW C
.
ISMO 300 nwn
(•4 O 12•)
mm tl•I (TVP.)
O
( p� TSR
oto
<A
3-I5
M t•4) CIRCULAR TIES.
SEE NOTE 9
ISO mm
6'I MIN
CUT- •
NO. 2
LINE
OF
IN THE OFFIC
T
UT NO.
4_
430 1nm tl(3.1 300 mm (12')
N
600-:nrm t24•) 300 mm tl2•)
150 mm (6.1
,750 mm 130•) 430 mm (IS•)
I75 mm ll•)
g0°
-CUT
IQ(�0 mm {42•) 450 mm (18'}
LINEPREPARED
150 mm CUT N(
• 6') MIN
3.14 (t><) _.
•DET -AIL "A" (SEE NOTE 10)
SONO-TUIBE: •OR EOUAL. INTERIOR FORM
CUT. NO. 1t gAW THE TUBE_ AT AN ANGLE OF A/2 WITH THE TRANS -
..VERSE PLANE.. REVERSE ONE.AECTION AND TAPE BOTH SECTIONS
Y'QQETHER-FORMING THE DEFLECTION ANGLE A.
CUT N0. 2t :$AWTHE _TUBE LONGITUDINALLY REMOVING A STRIP
3.14 (Do -D ) WIDE ON: -THE SIDE OPPOSITE THE OPEN JOINT.
-11
"BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE
TUBE IN THE PIPE.
,-
• D L
t
T
304 mm {12.1 300 mm (12.1
100 mm t4•)
430 1nm tl(3.1 300 mm (12')
125 mm lS•)
600-:nrm t24•) 300 mm tl2•)
150 mm (6.1
,750 mm 130•) 430 mm (IS•)
I75 mm ll•)
900 -mm (36'} 450 mm (18')
225 mm l911
IQ(�0 mm {42•) 450 mm (18'}
225 mm t9.1
.1.200 mm (4841.450 mm (181) 230 mm Ito•)
Id2S mm tS?•) 450 mm (18•)
50 mm q0'1
523 mm t21't
2T5 mm UrI
S2S mm (21•)
w
273 mm tu•)
600 mm (241130-
24.300
,
B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR
.EQUAL TO I/2 THE INSIDE DIAMETER. OF THE MAIN LINE. IF THE
UPSTREAM AND DOWNSTREAM, DIAMETERS OF THE MANHOLE ARE NOT
THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE
SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER
LINE OF THE LATERAL ENTERS THE MANHOLE.
C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO
THE MANHOLE BE GREATER THAN 750 mm (30•).
13. MANHOLE FRAME AND COYER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
15. WHERE A MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER IS SPECIFIED
REFER TO STANDARD PLAN 326.
16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC, REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN. 329.
18. 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.
THE FOLLOWING STANDARD PLANS'ARE INCORPORATED HEREIN
324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm (361) WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC
.329 PRESSURE MANHOLE SHAFT 914 mm (361)
WITHOUT REDUCER
630 610 mm (24") MANHOLE .FRAME AND COVER
633 914 mm (36') MANHOLE FRAME AND COYER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
MANHOLE PIPE TO PIPE MAIN LINE 320-1
ID=900 mm 36" OR LARGER- SHEET
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 (I'), 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
THATASEQUAL TO OR GREATER THAN 75 mm {3"). BUT LESS THAN
• 150 Grim (6"�). A CONCRETE COLLAR IS REQUIRED.. IF THE -CLEAR
SPACE tS 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. O=Dt OR 2i -WHICHEVER IS GREATER.
- B... WHEN :D) IS EQUAL 70 OR LESS THAN D2. JOIN INVERTS AND. -,• _
WHEN DI IS GREATER THAN Oi, JOIN SOFFITS.
5. FOR PIPE LARGER `THAN I800 mm {T2`) 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 0+(2-X WALL THICKNESS) +•T.
9. REINFORCING SHALL BE USED WHEREIN£ PIPE DIAMETER t5
GREATER THAN. -525 mm. (21") AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME OUTER ENDS IS 75 mm
40F4
CONCRETE COLLAR FOR RCP
-
t3") OR LARGER.
zCIRCULAR TIES
PIPE DIAMETER N0. OF
CIRCULAR TIES
• 525 mm_{21') OR LESS. 3
600 mm (24•) TO 750 mm {30`) 3
825 mm t33•) TO 1425 mm (5T) 4
1500 mm (
WHERE THE SPACE BETWEEN PIPE.ENDS EXCEEDS 75 mm (3•L THE
NUMBER OF CIRCULAR TEES SHALL BE INCREASED TO MAINTAIN AN
- APPROXIMATE SPACING OF 150 mm t6'} O.C.
10. WHERE THE -PIPE IS 525 mm (21•} OR LESS IN DIAMETER AN INTERIOR
FORM OF
STANDARD PLAN
METRIC
380-3
CONCRETE COLLAR FOR RCP
-
: » .
30(1 mm. 12 .THROUGH 1800 mm 72
SHEET 2DF2
-
60•) TO 1800 mm (72")
5
UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO
PROVIDE A SMOOTIi: INTERIOR JOINT: THE PAPER FORM MAY Dr -
6F
PIPE LEFT IN PLACE (-SEE DETAIL A). WHEN THE PIPE IS 600 mm (24')
-AR LARGER A RMOVABLE INTERIOR, FORM SHALL BE USED OR THE
INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND
DETAIL "B" NEATLY POINTED.
TYPICAL JOINT FOR It. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT A VA I A R A
Cp
E O E C EQUAL LUES. IF METRIC VALUES ARE USED. ALL
REINFORCED CONCRETE PIPE VALUES USED FO:Ft CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT N
REINFflR.CING 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.
-- Al1AERICAN PUBLICINORKS ASSOCIAT1pN -SOUTHERN CALIFORNIA CHAPTER
CONCRETE COW4R FOR RCP - STANDARD METRIC`""
PUBLIC WOR16 STANDARD8INC.,
GREkWOOK 3 mm -12' TiiROUGH 1800 mm 2' 380-3
•
REV, Ism
REVISION DESCRIPTION
STANDARD PLAN
METRIC
380-3
CONCRETE COLLAR FOR RCP
-
: » .
30(1 mm. 12 .THROUGH 1800 mm 72
SHEET 2DF2
-
USE WITH STANDARD SpEGIFiCAT10yS'FOR PUELIG WORKS
,
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND gTFCIVILO��
�CAL�
� STANDARDS IN EFFECT.
AMERICAN PUGLIC WORKS ASSOCIATION •SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
380-3
CONCRETE COLLAR FOR RCP
-
: » .
30(1 mm. 12 .THROUGH 1800 mm 72
SHEET 2DF2
V
�
CONSTRUCTION SFfEET 1 OF 2 D AS 77.1E
SIERRA
~
Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA I �
MADOLE AND ASSOCIATESE INC. STORM DRAIN IMPROVEMENT PLANS �
DRAWN BY + ; Z
10601 CHURCH STREET, SIE. 107
RANCHO CUCAMONGA, CA 91730 CC TRACT 16267 SCA S SHOWN
�
PHONE (909) 948-1311 DESIGNED BY. DATE:. A/[ HEFT
MJ � DEC. 2003
Date : BY: OVED BY•
Z• ! � -- - 12
DRAWING NO.: 4 0
RCE 65195 EXP. 9-30-05 MJv/LP ' '� 3505 4
ITV ENGINEER R.C.E. 51152 DATE �
J:\826-1181\StormDrain\sd04.dwg, 12/18/2003 09:57:49 AM, cc