HomeMy WebLinkAbout3035-12DI
F OPTIONAL OUTSIDE
EDGES TO BE EDGE OF CONCRETE
ROUNDED TO
D BARS I
TS mm (39 R
75 mm t39 oc ! r
IOM(•3) TIE BAR )P r- R -IO OF SPUR Ct tC
4-20M(-61. E BARS 0 _
SEEEE NOTE 2 39 L J L J
4-131KM) H
D BARS OM(�3) TIE BAR BARS 900 mm
75 mm (3') OC. 1.2 in (3'-0') LONG
SEE NOTE 9 I 3-13M(•4) J BARS 1.4 m (4'-0-)
(4'-8') LONG 75 wm(3') OC
COWT.ADD'L BARS 150 mm DETAIL 'N'
F Q F (6•) OC TO INSIDE EDGE WINDS AND COYER NOT SHOWN)OF MANHOLE. SEE NOTE 2
PLAN (SEE NOTE 1)
(SHAFT NOT SHOWNf
MANHOLE FRAME
STREETAND COVER PER
GRADE STD. PLAN 630
610 mm (249
MANHOLE SHAFT 125 mm : 50 mm m oI
PER STD.(3•x2•) .rm PIPE SEAT LEVEL.
PLAN 324 PIPE SEAT W - `i SEE NOTE 6
900 mm (3'-0') E BARS
p - - E BARS
TIE BARS
STEPS 5
TIE BAR -�� E I 31 R I
D BARS c
123 mw (59 F J BARS P( 700 I P
ROUND EDGES r-4.) r-49
TO 75 mm (39 R SPRING LINE
15W*4) O 430 mm INLET -J
(189 OC BOTH ELEVATION GRADE POINTS.
WAYS TO BE USED APPLIES AT SEE NOTE 4
WHEN Ox IS 1500 mm THIS POINT
(60.1 OR OVE SECTION B -B
SECTION A -A
CONCRETE RINGS
PER STD. STREET GRADE
PLAN 324 125 m111 x 25 mm (5•x1')
RING SEAT
OMIT THIS w H BARS
STEP IN
PAVED _ QQo, SEE TABLE
STREETS 7G• VARIABLE
100 w.
H BARS
150 mm 116 J E BARS
400 mm (16') FOR IOMI03 OR N)
PAVED STREETS. F n-1 TIE BARS
650 mm (2'-21) FOR
UNPAVED STREETS J BARS
^-.. ROUND
EDGES
TO 75 mm
t39R
SECTION C -C
AMERICAN PUBUC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHMTER
8TmwA1 w-. MANHOLE PIPE TO PIPE MAIN LINE 37" ""
G"®"'°°CO""''� ID=W (30*) OR.lARGER 320-1
mn. the W WITH STAMOAMINOWWATIDNIS I= KWC VMW COIMT181CTION SHEET 1 OF 4
OL SHAFT
125 50 (51 x2n
PIPE SEAT
ROUND EDGES IP
TO T5 1131 R
t1�y,
aTION
ELEVATION
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
ABLE OF VALUES FOR
SEE NO 1)
P D S T
UNPAVED STR
SECTION MIN,
MAX. MIN.
A -A MATmm 2'-I I
1060 mm 3'-6•
C -C Pw 11• 7 mm 1/2-
410 mm I 80 mm 1
AMERICAN PUBLIC WORM ASSOCIATM� - SOUTHIRW . CHAPTER
STANDARD PIAN
320-1
SHEET2oF4
LINE
MANHO PIPE TOMUM
IDWqW._ER
NOTES
I. VALUES FOR A. B. C. 01. D2. ELEVATION R AND ELEVATION S ARE
SHOWN ON THE PROJECT DRAWINGS.'` ELEVATION S APPLIES AT INSIDE
WALL OF STRUCTURE.
2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 1/21 FOR PAVED STREETS OR 1060 mm (3'-6') FOR
UNPAVED 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 3.
3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED'OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER DI IS 1200 mm(48•) OR LESS. IN WHICH
CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH
CENTER LINE.
4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS.
BUT ANY CHANGE IN LOCATION OF SPUR MUST 8E APPROVED BY THE
ENGINEER.
5. P SHALL BE 125 mm (50) FOR D2=2400 mm (961 OR LESS AND 200 mm (811)
FOR D2 OVER 2400 mm (961.
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615.
GRADE 40). AND SHALL TERMINATE 40 mm (1 1/21 CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN:
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELEDTO SPRING LINE.
8. 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.
9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES OF
F SHOWN ON TABLE. SH. 1.
10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE. SHAFT SHALL BE
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (141) TO 375 mm 05.1 OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (241 ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE -
A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE-
QUATE. MAIN LINE = 900 mm (360) INSIDE DIAMETER OR LARGER.
B. LATERAL - 300 mm (I24 TO 3600 mm 0441 INSIDE DIAMETER: HOWEVER.
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
THE MAIN LINE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CAL.FORNIA CHAPTER
STANDARD PIAN
mETRIc
322-1
SHEET 3 OF 4
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
NOTES
I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 1/21 FOR PAVED STREETS OR 1060 mm (3'-61 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 DI IS 1200 mm (481 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 DI IS 1200 mm (481 OR LESS. IN WHICH CASE
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 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 (961 OR LESS. L-1.7 m (5'-6•). P=130 mm (51
B. D2 OVER 2400 mm (961). L-1.8 m (6'-01). P=210 mm (81
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 (61 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 (1 1/21) CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
T. 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.
S. 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(@4) FOR D2.975 mm(39•) OR LESS. -15M(•5) FOR
D2 =1050 mm (429 TO 2100 mm (841 INCLUSIVE AND 20W#6) FOR
D2=2250 mm (901 OR OVER.
10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
SPRING LINE UNLESS OTHERWISE SHOWN.
11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm 041 TO 375 mm (15.) OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (241) ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAIN LINE - 900 mm (361 INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN
LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (36•) TO 1050 mm (421
INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (334 OR
LESS STANDARD PLAN 321 SHALL BE USED.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD mm
320-1
SHEET 3OF4
MANHOLE PIPE TO PIPE MAIN LINE
ID --900 mm 36" OR LARGER
13. MANHOLE FRAME AND COVER 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 (364 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 PRESSUREMANHOLESHAFT - 914mm(36.1 WITHOUT 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 (360) WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 ITMR (361 WITHOUT
REDUCER
630 610 mm (241 MANHOLE FRAME AND COVER
633 914 mm (36') MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
V
RIC -CORD D12Aw►NC=
Q�pFESS/0,y,,_Z71
C!'
L'.�. W No. 31M
X12 31
sr I v
�rFOF r. At1FpQ►
AMERICAN PUBLIC WORKS UTHERN CALIFORNIA CHAPTER
STANDARD PLAN
mETRIc
322-1
SHEET 4 OF 4
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR
EQUAL TO 1/2 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 (301.
13. MANHOLE FRAME AND COVER 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 (361 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 (361) WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 329.
18. 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 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 (369 WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT 914 mm (361 WITHOUT REDUCER
630 610 mm (241 MANHOLE FRAME AND COVER
633 914 mm (36.1 MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
320 -1
SHEET 4OF4
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 mm 36" OR LARGER
CONNECTOR PIPE
IOw4so mm
(93 OR 940189 OC
ROUND EDGES TO RADIUS 4
OF APPROXIMATE ID OF
LATERAL MAXIMUM
900 mm (361) 0
ASS BARS-, 150
I.. Al
C WIN LINE -j 1 NOTE 8
Q
91 VI1111111111 1 11111
STATION No M IOM (03 OR 94).
STATION PT. D BARS SEE NOTE 4
PLAN
D BARS OM
9
I r OR 04)
N'
I `y'
15M04S0 wm (9488.1 0C.
BOTH WAYS. TO BE USED WHEN
D2 IS 1500 mm (609 OR MORE
LONGITUDINAL SECTION
D BARS
A BARS I IOM
MR 0)
F BARS 1
� 1
P IOM0450 mm I
m Z-1 03 ORMB BARS
1 o I81) OC-, /r 1
N -
I3 1300 mm (60-) V 7
C WIN LINE
SECTION W -N'-Nm
PROJECTED ON M -M -Nm
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
TABLE
FOR DIMENSIONS
AND BAR SIZES
TRANSITION STRUCTURE
(ww1
D2
OR
B
CH
(INCHES) (MW
F
OR
T
(INCHES)
�
o
0`0�
<
o
r
o
r
300
12
SHEET 1 OF 4 .
4
8
1
-
u0
g
a
r1
-
r
373 is 41/4
450 16 0 4 1/2
523 21 0 3
1140
Goo 24 3 I/4s73
27 0 31/2730
3o o 6
623 1 33 1 160 61/4
900 36 170 61/2
975 39 180 7
1050
42
190
71/2
u
0
O
E
6c
iee►
i
v
0
O
=
923 4S 200 7 3/4
1200 49 210 e
1275 31 220 8 1/2-
1350 34 1 230 9
1425 37 1 240 91/4
1500 so 250 91/2
1573 63 10
1650 as 260 101/4
1725 69 200 10 3/4
1900 72 280 II
1950 78 300 113/4
2100 84 320 121/2
2230
90
340
13 1/4
�■
i
«
WHEN DI IS 1500 mm (60.1
OR MORE
r
�EE
0
2400 94 340 14
2330 102 400 13 1/2
2700 108 410 16
050 114 420
li00
20 40 4 7
3150 126 440 17
3300 132 430 171/2
3450 138 450 17 1/2
36001 144 1 460 Is --
Q
91 VI1111111111 1 11111
STATION No M IOM (03 OR 94).
STATION PT. D BARS SEE NOTE 4
PLAN
D BARS OM
9
I r OR 04)
N'
I `y'
15M04S0 wm (9488.1 0C.
BOTH WAYS. TO BE USED WHEN
D2 IS 1500 mm (609 OR MORE
LONGITUDINAL SECTION
D BARS
A BARS I IOM
MR 0)
F BARS 1
� 1
P IOM0450 mm I
m Z-1 03 ORMB BARS
1 o I81) OC-, /r 1
N -
I3 1300 mm (60-) V 7
C WIN LINE
SECTION W -N'-Nm
PROJECTED ON M -M -Nm
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
(3'-69 MANHOLE m
TRANSITION STRUCTURE
P`""'
RJ0WVKMGW,,,�
""�"°°°; •°
PIPE TO P!PE
340-1
mw. tae
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATKIN S FOR PUBLIC WORKS CONSiRUC'TION
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
R�C.09-D DRAWInIG 2-1(-04 NG QRpFESS/
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �o ��rHUR q&�
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
rn
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO = No. 31681 z
* Exp. 12/31/04
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND�IVI
STANDARDS IN EFFECT.
CAS
i
3-I5MIM) J BARS.
1.4 m (4'-89 LONG.
75 ww 131 OC CONTINUE F'
ADDITIONAL BARS
150 ww (69 OC TO INSIDE
EDGE OF MANHOLE
ON
125 wm : 50 mm (S•x
2•) PIPE SEAT
3-0 BARS. 73 mm
(3•) OC CONTINUE
150 mm (6.1 OC
4-20M(�6) E BARS
SEE NOTE 3 -
IOU O 450 mm 03
OR M O 181 OC -
TIE BARS
A 6 B BARS * -
L
z A ROUND TO 73 mm (39 R I.2 ^� OPTIONAL
F OPTIONAL FILLET (4' •) OUTSIDE
EDGE
OF
t r CONCRETE
.a r t spun Ct tC
130 11w l69 L. -15K#4) m
ANY STANDARD (3'-01 LOMB
PIPE JOINT DETAIL •N•
(RINGS AND COYER NOT SHOWN(
O SEE NOTE 2
N _ J M \-R =`1 D STREET
STATION OF SPUR t GRADE
r WITH A MAIL MANHOLE FRAME
OF IOSO ww AND COVER PER
F F
(3'-69 MANHOLE m
STD. PLAN 630
KLAN
<
LARGE INLET)
322-1
SED. W �
O BARS
(SHAFT NOT SHOWN)
PLAN 324
SHEET 1 OF 4 .
USE WITH STANDARD SPECEICATNMIS FOR PUBLIC WORKS CONSTRUCTION
- m
TIE BARS
Q�
STEPS to
F BARS
o
g(
TIE BARS
3ARS
125 ww x SO
CD
--N
C310
N
-
(5'x29
1
RS
PIPE SEAT i
A BARS 125 ww
14
ELEV. S
ELEV. R 'r 40
B BARS
T -Tr
15M O 450 mm (04 0 I81)
OC BOTH WAYS. To BE
SECTION G -G
15M O 450 mm (04 0 189 OC
USED WHEN B IS 1500 mm
BOTH WAYS. TO BE USED
(609 OR MORE
WHEN DI IS 1500 mm (60.1
OR MORE
_SECTION N -M -P-0
CONCRETE RINGS PER
OMIT THIS STEP IN
STD. PLAN 324
PAVED STREETS
123 m
STREET GRADE
H BAR
;-
125 mm x 25 mm (5• x I•)
150 mm (6'
�� RING SEAT
400 mm 069 FOR PAVED
50 mm (61)
STREETS. 650 bm (2'-2•
H BAR
FOR UNPAVED STREET
1 "r"
i VARIABLE
TIE BARS
E BARS
•
TIE BARS
F F - J BARS
ROUND EDGES TO
75 mm (39 R
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
BY TW
MANHOLE PIPE TO PIPE
P`""
PUBM MOM ST,,,DAIM ,C_.
G"EE"°°°"C°"'^EE
LARGE INLET)
322-1
It �
SIDE
o�
7B°6
SHEET 1 OF 4 .
USE WITH STANDARD SPECEICATNMIS FOR PUBLIC WORKS CONSTRUCTION
NOTES
4. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. 8. 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 1/21) CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL
BARS SHALL BE IOM O 450 mm 03 OR -94 0 181) OC OR LESS.
5. ELEVATIONS 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 & 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 (259.
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
340-1
SHEET 2OF2
TRANSITION STRUCTURE
PIPE TO PIPE
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1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777
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CITY OF FONTANA, CALIFORNIA
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