HomeMy WebLinkAbout3401-10D BARS
75 mm (3') OC
IOM(.3) TIE BAR
4-20M(.6). E BARS
975 m (3'-3') LONG.
SEE NOTE 2
D BARS
75 mm (31 OC.
SEE NOTE 9
DI
EDGES TO BE
ROUNDED TO
75 mm (3') R
Q` R=10 OF SPUR
02
STREET
GRADE
MANHOLE SHAFT
PER STD.
PLAN 324
900 mm (3'-0')
STEPS
TIE BAR -
125 mm (5')
LF3-I5M(.4) J BARS 1.4 m (4'-0')
(4'-81 LONG 75 mrn(3') OC
CON'T.ADD'L. BARS 150 mm DETAIL 'N'
OF MANHOLE. OC TO SEE NOTE 2 INSIDE EDGE
OF(RINGS AND COVER NOT SHOWN)
(SEE NOTE 11
-IOM(*3) TIE BAR
OPTIONAL OUTSIDE
EDGE OF CONCRETE
C
4-15M(*4) H
BARS 900 mm
(3'-0') LONG
PLAN
(SHAFT NOT SHOWN)
MANHOLE FRAME
AND COVER PER
STD. PLAN 630
610 mm (24')
(25mmx50mm
(3'x2')
PIPE SEAT 2
E BARS
TIE BARS
ROUND EDGES
TO 75 mm (31 R
ISM(.4) 0 450 mm
(18') OC BOTH
WAYS TO BE USED
WHEN D2 IS 1500 mrn
(60') OR OVE
SECTION A -A
CONCRETE RINGS
PER STD.
PLAN 324
OMIT THIS
STEP IN
PAVED
STREETS
H BARS
150 mm (6
400 mm (16') FOR
PAVED STREETS.
650 mm (2'-2') FOR
UNPAVED STREETS
4.
J BARS
SPRING LINE
INLET
ELEVATION
APPLIES AT
THIS POINT
W
- 1
CD
1 -
Id
W
rA
PIPE SEAT LEVEL.
SEE NOTE 8
GRADE POINTS.
SEE NOTE 4
SECTION B -B
STREET GRADE
125 mm x 25 mm (5'x1')
RING SEAT
H BARS
4
SECTION C -C
SEE TABLE
VARIABLE
E BARS
IOM(.3 OR •4)
TIE BARS
J BARS
ROUND
EDGES
TO 75 mm
(3')R
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
rouLt A�DB"T"E
PUSUC WORKS STANDARDS INC..
GREENBO COMMITTEEID-900
1992
REV.
MANHOLE PIPE TO PIPE MAIN LINE
mm (36") OR LARGER
STANDARD PLAN
METRK+
320 -1
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION
NOTES
I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 1/2') 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 DI 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 DI IS 1200 mm (48') OR LESS. IN WHICH CASE
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45° 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 (51
B. D2 OVER 2400 mm (96'). L=1.8 m (6'-O')..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 (1 1/2') 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(•4) FOR 02=975 mm(39') OR LESS. 15M(.5) FOR
D2 =1050 mm (42') TO 2100 mm (84') INCLUSIVE AND 20M(.6) FOR
D2=2250 mm (90') 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 (14') TO 375 mm (15') OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN
LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (36') TO 1050 mm (42')
INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR
LESS STANDARD PLAN 321 SHALL BE USED.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
320 -1
SHEET 3OF4
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 mm (36") OR LARGER
TABLE OF VALUES FOR F
02
F
900 mm (36')
165 mm (6 I/2')
975 min (39')
180 mm (7')
1050 mm (42')
190 mm; (7 1/2')
1125 mm (45')
195 mm (7 3/4')
1200 mm (48')
205 mm (8')
1275 mm (51')
215 mm (8 1/2')
1350 mm (54')
230 mrn (9')
1425 mm (57')
235 mm (9 1/4')
1500 mm (60')
240 mm (9 1/21
1575 mm (63')
255 mm (10')
1650 mm (661
260 mm (10 1/4')
1725 mm (69')
275 mm (10 3/4'‘
1800 mm (72')
280 mm (11')
1950 mm (78')
300 mm (II 3/4')
2(00 mm (84')
320 mm (12 1/21
2250 mm (90')
335 mm (13 (/4')
2400 mm (96')
355 mm (14')
2550 mm (102')
395 mm (15 1/2')
2700 mm (108')
405 mm (16')
2850 mm (114.1
420 mm (16 1/2')
3000 mm (120')
430 mm (17')
3150 mm ((26')
430 mm (17')
3300 mm (132')
445 nun (17 I/2')
3450 mm (138')
445 mm (17 I/2')
3600 mm (144')
455 mm ((8')
TABLE OF VALUES FOR M (SEE NOTE I)
SECTION
PAVED STREET
UNPAVED STREET
MAX. -
MIN.
MAX.
MIN.
A -A
N -M -P-0.
867 mm (2'-I0 I/2')
-
1060 mm (3'-6'1
C -C
282 mm (II')
217 mm (_8 1/2')
410 mm (16')
380 mm (I5')
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN .CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
320 -1
SHEET 2 OF 4
MANHOLE PIPE TO PIPE- MAIN LINE
ID=900 mm (36")OR LARGER
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 (30').
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 (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 (36') WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT 914 mm (36') WITHOUT REDUCER
630 610 mm (24') MANHOLE FRAME AND COVER
633 914 mm (36') MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
3 E -1
SHEET 4OF4
MANHOLE PIPE TO PIPE MAIN LINEMETRIC
113=900 mm (36") OR LARGER
DIAL
BEFORE
YOU DIG
TOLL FREE
TWO WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
3 -15M(04) J BARS.
1.4 m (4'-8') LONG.
75 mm (3') OC CONTINUE
ADDITIONAL BARS
150 mm (6') OC TO INSIDE
EDGE OF MANHOLE
STATION
125 mm x 50 mm (5'x
2') PIPE SEAT
3-D BARS. 75 mm
(3') OC CONTINUE
150 mm (6') OC
4-20114(*6) E BARS
SEE NOTE 3
IOM 0 450 mm (03
OR •4 0 18') OC
TIE BARS
A818 BARS
STATION PT. N
ROUND TO 75 mrm (3') R
OPTIONAL FILLET
E SPUR
150 mm (61
ANY STANDARD
PIPE JOINT
D
PLAN
(SHAFT 0 SHOWN)
F BARS -Nit
TIE
BARS --Z -r'
1
H
SECTION G -G
OMIT THIS STEP IN
PAVED STREETS
H BAR
150 . mrn (6')
R=ID
OF SPUR 3
WITH A MAX.
OF 1050 mm
(3'-6') MANHOLE
SHAFT
PER STD.
PLAN 324
STEPS
125 min .x 50
(5'x21
PIPE SEAT
ELEV. S
C
1.2 m
OPTIONAL
OUTSIDE
EDGE OF
CONCRETE
-(51Kx4) N
BARS 900 mm
(3'-0') LONG
DETAIL "N•
(RINGS AND COVER NOT SHOWN)
SEE NOTE 2
STREET
GRADE
MANHOLE FRAME
AND COVER PER
STD. PLAN 630
0 BARS
TIE BARS
F BARS
TIE BARS
15M 0 450 mm (.4 0 18.1 OC
BOTH WAYS. TO BE USED
WHEN D2 IS 1500 mrn (60')
OR MORE
SECTION N -M -P -O •
CONCRETE RINGS PER
STD. P2LAN.324
- 125 men
I t5') STREET GRADE
125ram x25mm(5'x(1
�-1 RING SEAT
I5M 0 450 mm (.4 0 18')
OC BOTH WAYS. TO BE
USED WHEN B IS 1500 mm
(60') OR MORE
400 mm (16') FOR PAVED
STREETS. 650 mm (2'-2'
FOR UNPAVED STREETS
150 mm 6'
TIE BARS
SECTION C -C
VARIABLE
E BARS
TIE BARS
J BARS
ROUND EDGES TO
75 mm (3') R
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
PUBLIC WORKS STANDARDS INC.,
GREENBO 19 COMMrrreE 92
REV.1996
MANHOLE PIPE _ TO PIPE
(LARGE SIDE INLET)
STANDARRDIC PLAN
MET
322 - 1
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION
NOTES
I. VALUES FOR A. B. C. DI. 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' -IO I/2') 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 DI 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 BE APPROVED BY THE
ENGINEER.
5. P SHALL BE 125 mm (5') FOR D2=2400 mm (96') OR LESS AND 200 mm (8')
FOR D2 OVER 2400 mm (96').
6. REINFORCEMENT SHALL CONFORM TO ASTM A 6I5M. GRADE 300(ASTM A 615.
GRADE 40). AND SHALL TERMINATE 40 mm (I 1/2') CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE. SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO: 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. I.
JO. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE. SHAFT SHALL BE
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
I1. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm (15') OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') 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 (36') INSIDE DIAMETER OR LARGER.
B. LATERAL = 300 mm (12') TO 3600 mm (144') INSIDE DIAMETER: HOWEVER.
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
THE MAIN LINE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARDCPLAN
32230F1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
DATE
ENCR.
CITY
DATE
D RECORD DWG
947.01
c. SHAFT
I 125 m x 50 mm (5' x2')
PIPE SEAT
D BARS
ROUND EDGES
TO 75 mm (3') R
LONGITUDINAL SECTION
D.OR8
300 rnm (121-975 mm139'1
1050 mm 021-2100 mm (84')
250 mm (901-3600 men_(144'
TABLE OF BARS SIZES
A 0 8
ISM 0 75 mm (.5 9 3'1
20M 0 75 mm (•6 0 3')
25W0 75 men h7 0 3')
0 OR F
15M 0 150 men ('4 0 6')
15M 0 150 mm 05 0 6')
_ 20M 0 150 mm (06 0 6')
TABLE OF VALUES FOR M (SEE NOTE 2)
SECTION
PAVED STREET
UNPAVED STREET
USE VVITH STANDARD SPECIFICATIONS FOR PUBLJC WORKS CONSTRUCTION
MAX.
MIN.
MAX.
MIN.
N -M -P-0.
m (2'
867 m-10 1/2')
'1060 mm (3'-6')
C -C
282 mm 01.)
217 mm (8 1/2')
410 mm_(16')
380 mm (15')
TABLE OF VALUES FOR F
900 mm (36')
975 min (39')
165 mm 111/2')
1050 mm (42')
180 mat (7')
190 mm (7 /2')
1125 nwn (45')
1200 mm (48')
195 mm (7 3/4')
205 mm (8')
1275 mm (51')
1350 mm (54')
215 mm (8 I/2')
230 mm (9')
1425 mm (57')
1500 mm (60'
1575 mon (63'
235 men (9 1/4')
240 mm (9 1/2.1
255 mm (10.1
1650 mm (86.)
260 mon (10 (/4')
1725 mm (69')
275 ma (10 3/4')
1800 mm (72')
280 mrn (11')
1950 mm (78')
300 mm (II 3/4.1
2100 mm (84')
320 mm (12 (/2')
2250 mm (90')
335 mm (13 1/4')
2400 mm (96')
355 mwn 04')
2550 mm 102')
2700 mm 108')
395 mrn (15 I/2')
405 mm (16')
2850 mm (114')
420 mon (16 1/2')
3000 mm (120')
3150 mm (126')
430 mon (17'
430 mon 07'
3300 mm (132')
3450 men 038')
445 mm (17 1/2'�
445 men (17 1/2'
3600 mm (144')
455 mm (18')
TABLE OF VALUES FOR T
B
300 mom (12')
T
375 mm (15')
(00 mm 4')
110 mm 14 1/4')
450 mm (18')
115 mm (4 1/2')
525 mm (21')
125 mm (5')
600 mm (24')
135 mm (5 (/4')
675 mm (27')
140 mm (5 1/2')
750 mm (30')
150 mm (6')
825 mrn (33')
160 mm (6 I/4')
900 mm (36')
165 mm (6 1/2')
975 mm (39')
1050 mm (42')
1125 mm (45')
180 mm (71
190 mm (7 1/2')
195 mm (7 3/4')
1200 awn (48')
205 mm (8')
1275 mon (51')
1350 mm (54')
215 mm (8 1/2')
230 mm (9')
1425 own (57')
235 mrn (9 1/4')
1500 mm (60')
1575 mm (63')
1650 mm (66')
1725 mon (69')
1800 mm (72')
240 mm 59 1/21
255 mm (10')
260 mm (10 1/4')
275 mm (10 3/4')
1950 mm (78')
280 mm (11')
300 mm (11 3/4')
2100 mm (84')
2250 awn (90')
320 mm (12 (/2')
335 mm (13 I/4')
2400 mm (96.1
355 men (14')
2550 mm (102'
2700 mom (108'
395 mm (15 1/2')
405 men (16')
2850 mm (114'
3000 mm (120')
420 mm (16 I/2')
430 mm (17')
3150 men (126') -
430 mm (17')
3300 mm (13r)
445 non (17 I/2')
3450 mm (138')
445 mm (17 1/2')
3600 mm (144')
_ 455 men (18')
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
322 - 1
SHEET 2 OF 4
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
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 (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 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 (36') WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT
REDUCER
630 610 mm (24') MANHOLE FRAME AND COVER
633 914 mm (36') MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP .
RECORD DRAWING
THESE RECoisJ D AW-lir..16 HAVE 15 N P1WPAtreA IN
PART, ON ThE BASS OF INFONJATION CO3.1FILED.AU3
FURN: . EO BY OTHEP.3. THE EN aitiart WILL HOT LE
RESPONS SLE FOR ANY ERRORS OR CVI
HAVE BEEN ,RNCO.-POR.ATED INTO THE COMMENTS WHISH
A RESULT T ERE0F
AMERICAN PUBUC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
322 -1
SHEET 4 OF 4
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
-
PHASE 1 APPROVAL
LINES A, 8, & D
STA. 10+.00.00 TO 12+19.90 LINE C
APPROVED BY:
CITY ENGINEER R.C.E. 51152 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 STANDARDS IN EFFECT.
E MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH. SEE NOTE 2
W
Ce
W
1-
W
(r
0
z
0
80 mm (3') MIN.
BREAKOUT LIMITS
SEE NOTE 8
REINFORCING STEEL
80 mm (3') MIN.
SPRING
LINE
SPUR
H
J
ti
E LATERAL/
CONNECTOR PIPE
ROUND
EDGE
TO 75mrn
(3') R
_L_
STA. POINT
1_11 r' CONNECTOR PIPE
8O mm SEE NOTE 3
1 (31 MIN.
STA. POINT
PLAN
LATERAL
SEE NOTE 3
10M 0 430 mm
oC TIE BAR
BARS Mu 0 ISO mm
04 0 OC
(2801
ELEV. S
UNDISTURBED
EARTH
SECTION Z -Z
F BARS I5M 05)
CONCRETE CRADLE.
SEE NOTE 9
aa
G BARS
1511 0 150 mrn
1011 450 mm
OC TIE BARS
E AND F BARS
I5M 0 75 mm
SEE NOTE 8
TABLE OF
VALUES FOR T
300 awn (121
450 mm (181
525 mm (21')
730 mm (301
825 mm (33'1
900 mm (36')
130 mm (51
130 mon (51
140 nem (5 1/21
170 min (6 I/21
ISO mew 171
Tr
TIE BARS
SECTION M -M
BARS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PR°MULGATED BY THE
PUBUC WORKS STANDARDS INC,
GREENB°T;13C:MMITTEE
REV. 1996
JUNCTION STRUCTURE - PIPE TO PIPE INLET
ID > 600 mm (24") OR ID > 1/2 MAIN UNE ID
STANDARI?cPLAN
351 - 2
SHEET 1 OF 2
USE VVITH STANDARD SPECIFICATIONS FOR PUBLJC WORKS CONSTRUCTION
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
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 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.
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 45°. B IS 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.
8. 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 (I I/21 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=70/12 + 150 mm (61.
II. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPR ING 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 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
35r 2
JUNCTION STRUCTURE PIPE TO PIPE INLET
BENCH MARK: # 8_17
CALTRANS BENCHMARK 18-1Z A
BRASS CAP IN THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 MI WEST
OF SAN SEVAINE RD., 2.65 MI WEST
OF SIERRA AVE.
ELEVATION: / 1428.609
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP
IS THE CL OF LYTL,E CREEK RD,
SHOWN AS NO0'12 35 E ON RECORD
OF SURVEY MAP FILED IN
R.S.B. 111/99-103
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
EXP. 9-30-05
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DRAWN BY:
cc
DESIGNED BY:
MA
CHECKED BY
TRACT 1)1,0. 16427
PPR ED BY:
CI NGINEER R.C.E. 51152
11.0.5 3401
DATE
SCALE:
AS SHOWN _
DATE:
JULY 2003
DRAWING NO.:
(0
ecise
co
JA126-1662\storm\sd10.dwa. 09/18/2003 02:48:39 PM. GB.GB