HomeMy WebLinkAbout3513-70
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0 Development Resource Consultants, Inc.
Civil Engineering - Land Surveying - Land Planning
I 8175 EAST KAISER BOULEVARD
DR
ANAHEIM HILLS, CA 92808 (714) 685-6860
0
F Dl F OPTIONAL OUTSIDE
/ EDGE OF CONCRETE
i /-EDGES TO BE \ ,
ROUNDED TO
BI 75 mm (31 R
D BARS
IOM(e3) TIE BAR R=1D OF SPUR
1
4-2oM(96), E BARS At
975 mm (13'-39 LONG, '�
- - -- - � I- -•j 4-15 M(+4' H
SEE NOTE 2
D BARS , I _-IOM(*3) TIE BAR (83 R0')LONGm
12 m
75 mm (31 OC,
t-; I \ _
SEE NOTE 9 } a, 13-15M(94) J BARS 1.4 m
(4'-81 LONG 75 mrn(3') OC
CON'T.ADD'L. BARS 150 mm DETAIL "N"
F 02 F (61 OC TO INSIDE EDGE (RINGS AND COVER NOT SHOWN)
OF MANHOLE, SEE NOTE 2
PLAN (SEE NOTE 1)
(SHAFT NOT SHOWN)
z
�1 0l PIPE S=AT LEVEL,
EI Q' SEE NOTE 8
I I-
o I cn
L` E BARS1 b1��
711,1777
00
7s mm
(3oD BARS "M1700 mn P
U_
LLI GRACE POINTS, \�\\
SEE NOTE 4 � �-
SECTION B -B
CONCRETE RINGS
PER STD.
MANHOLE FRAME
STREET
AND COVER PER
GRADE
STD. PLAN 630
320-1 I
REV. 1M
SHEET 1 OF 4
OMIT THIS
15 mm (1/2') ml
i-- 610 mm (241
MANHOLE SHAFT=
PER STD.
STEP IN
PAVED
---
r 125 mm x 50 mm 4'
(5*x2•) Cc
STREETS
PLAN 324
INLETPIPE
/
/ FIPE SEAT
900 mm (3'-0')
1200 mm (460) 450 mm (13')
E BARS w
'1`� 150 mm
/
525 mm (21')
-TIE BARS
STEPS--
z4�
"---E BARS
71E BAR
6;i\
-IOM(43 OR °4)
F .� TIE BARS
125mm (5'1_.F
_
F"
J_BARS
ROUND EDGES
J BARS
1-100 mm 4'
TO 75 mm (3') R
'-'---'
6/30/0426-_�
SPRING LINE
15M(-4) 0 450 mm
TO 75 mm
INLET
(18') OC BOTH I-`
(3')R
SECTION C -C
ELEVATION
WAYS TO BE USED
APPLIES AT
/ THIS POINT
WHEN OZ IS 1500 mm
l60') OR OVE
SECTION A -A
z
�1 0l PIPE S=AT LEVEL,
EI Q' SEE NOTE 8
I I-
o I cn
L` E BARS1 b1��
711,1777
00
7s mm
(3oD BARS "M1700 mn P
U_
LLI GRACE POINTS, \�\\
SEE NOTE 4 � �-
SECTION B -B
CONCRETE RINGS
PER STD.
PROORKS TANDARDE
/'-STREET GRADE
PLAN 324
Pl:Bt.IC WORKS 3TIIN�ARDS INS.,
GREENBO1992 11.IIrrFE
/125 mm x 25 mm (5'xl')
RING SEAT
320-1 I
REV. 1M
SHEET 1 OF 4
OMIT THIS
15 mm (1/2') ml
STA. PT.
H BARS
STEP IN
PAVED
---
SEE
/ o-- SEE TABLE
STREETS
225 mm (91
INLETPIPE
Nm VARIABLE
_
L
1200 mm (460) 450 mm (13')
25
'1`� 150 mm
H BARS-�
525 mm (21')
BEDDING, PER
150 mm (6
z4�
"---E BARS
400 mm (161 FOR
PAVED STREETS, F
6;i\
-IOM(43 OR °4)
F .� TIE BARS
650 mm (2'-2*) FOR
CONCRETE OR
UNPAVED STREETS-'
REVISED ALIGNMENT OF UNE A
J BARS
1-100 mm 4'
ROUND
'-'---'
6/30/0426-_�
EDGES
TO 75 mm
(3')R
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROORKS TANDARDE
MANHOLE PIPE TO PIPE MAIN LINE
&T', METRIC NDARD �N
Pl:Bt.IC WORKS 3TIIN�ARDS INS.,
GREENBO1992 11.IIrrFE
ID=900 mm 3651 OR LARGER
320-1 I
REV. 1M
SHEET 1 OF 4
USE WITH ST. ANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
t LATERAL/CONNECTOR PIPE
i L MAIN LINE RCP
V
FOR OUTLET SEE STD.
¢CATCH BASIN PLANS
O�C9 parr, CATCH BASIN FLOOR
I
265 KFC_ 14 Mpa
(450-C-2000)
CONC. ENCASEMENT,
SEE NOTE 5----__
ASO
SEE NOTE 3 5 nwn (1/211MIN /
SEE NOT 4
_- - 1' LBy45°-
CASE 2
(SEE NOTES 9 3 10)
CONC. PIPE.
RCP OR CSP
CONC. PIPE. RCP OR CSP
CLASS C j
MORTAR
I
O�
SHEET 3 OF 4
100 mm (41
(4)
,
CIS
a'
o�
15 mm (1/2') ml
STA. PT.
B
N G OF
175 mm (7':
900 mm (36')
450 mm (181
225 mm (91
INLETPIPE
450 rrm (IB')
'•'a'
1200 mm (460) 450 mm (13')
BACKFILL WITH
1425 mm (57') 45C mm (181 250 mm (10')
1500 mm (60')
525 mm (21')
BEDDING, PER
265 Kqq-C-l4 Mpo
SPECIFICATIONS
CASE
�454
(4S0 -C-20001
B -B
5/19/
CONCRETE OR
5
REVISED ALIGNMENT OF UNE A
COMPACT SOIL TO
1-100 mm 4'
RELATIVE DENSITY
REVISED LAT. C-2 AND C-14
6/30/0426-_�
REQUIRED BY
SPECIFICATIONS-�
-
UNDISTURBED EARTH
FOR OUTLET SEE STD.
¢CATCH BASIN PLANS
O�C9 parr, CATCH BASIN FLOOR
I
265 KFC_ 14 Mpa
(450-C-2000)
CONC. ENCASEMENT,
SEE NOTE 5----__
ASO
SEE NOTE 3 5 nwn (1/211MIN /
SEE NOT 4
_- - 1' LBy45°-
CASE 2
(SEE NOTES 9 3 10)
CONC. PIPE.
RCP OR CSP
CONC. PIPE. RCP OR CSP
LINE RCP
MANHOLE PIPE TO PIPE MAIN LINE
IOMOAIN
SHEET 3 OF 4
100 mm (41
(4)
i
125 mm (51
a'
o�
15 mm (1/2') ml
150 mm (61
750 mm (30'1
SEE NOTE 4
175 mm (7':
900 mm (36')
450 mm (181
225 mm (91
1050 mrr. (42'1
450 rrm (IB')
'•'a'
1200 mm (460) 450 mm (13')
SEE NOTE 6
1425 mm (57') 45C mm (181 250 mm (10')
1500 mm (60')
525 mm (21')
BEDDING, PER
1650 mm (66'
SPECIFICATIONS
CASE
I
SECTION
B -B
5/19/
1/2 OD MIN. '
•• n
BACKFILL ^
BEDDI NG
CID
CASE I
SECTION C -C
100 mm (4'1 Mlh
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TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
GENERAL NOTE
1. 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. IF
ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
NOTES
CASE i AND CASE 2
I. IF ANGLE A IS LESS THAN 450 OR IF D IS LARGER THAN 600 mrn
(240), THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED.
2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED
ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE.
3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY, IF THE
INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD
STRUCTURE SHALL BE SPECIFIED.
4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE
OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm (1') MINIMUM
TO 75 mm (3') MAXIMUM.
5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED iN CONCRETE
IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON
FILL WHICH HAS NOT BEEN DENS1FIED.
6. BURN OR CHIP END OF CONNECTOR P!PE'FLUSH WITH INNER SURFACE
OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP.
7. ALL CSP AND FITTINGS SHALL BE GALVANIZED.
8. STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE
INTERSECTION Or THE INSIDE WALL OF MAIN LINE AND THE CENTER
LINE OF INLET PIPE.
9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A
GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO
VEHICLE TRAFFIC.
10. FOR CASE 2, NOT MORE THAN 3.5 m (12') OF INLET PIPE SHALL BE
LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH.
CASE 3
11. CONNECTIONS TO PIPES 525 mm (211 OR LESS IN DIAMETER WITHOUT JUNCTION
STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES.
12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF
THE INSIDE DIAMETER OF THE MAIN LINE.
13. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE
SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE.
14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE
SADDLE SO THAT NO PARI' WILL PROJECT WITHIN THE BORE OF THE
SADDLE PIPE.
15. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN__I.W_-CASES..-I..AND__2._____..
NOTES
_. _.I_.- WHEN --DEPTH-M-FROM-S-FR-EET -GR-ADE--TO--THE_'TO'P--Of-THE-B-O-X-IS-.-LES5-
THAN 667 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 15 1200 mm (48') OR LESS. IN WHICH CASE
PLACE E BARS SYMMEETRICALLY 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. 02=2400 mm (96') OR LESS. L=1.7 m (5'-6'). P=130 m -n (51
B. D2 OVER 2400 mm (96'), L=1.6 m (6'-04), 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 (60) 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.
E. 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.
S. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT BUT SHALL NGT BE LESS THAN THE TABULAR VALUES FOR F
SHOWN ON TABLE SH. 2.
9. D BARS SHALL EE 15M(@4) FOR D2=975 mm(39') OR LESS, 15M(05) FOR
D2 =1050 mm (42') TO 2100 mm (84') INCLUSIVE AND 20M(•6) FOR
D2=2250 mm (901 OR OVER.
10. CENTER LINE Oc 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 (140) 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 (361 TO 1050 mm (424)
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
MANHOLE PIPE TO PIPE MAIN LINE
I D=900 mm 36 OR LARGER
SHEET 3 OF 4
15M 0 300 mm (•4 0 12')---7
L/2 (TYP.)
330-C-23 (560-C-32501 CONCRETE
r .
..,kf .
• � 25 mm (11 (TYp )
NEW OR _
EXIST. PIPE
FLOW '
ay
1 J \ E
��w
15M 0 300 mm
(a4 0 12')
CUT
N0, 2
LINE---
3-I5M (°41 CIRCULAR TIES,
SEE NOTE 9
150 mm
6') MIN.
D
L
T
300 mm (121
300 mm 112.1
100 mm (41
450 mm (18')
300 mm (12')
125 mm (51
600 mm (249
300 mm (12-)
150 mm (61
750 mm (30'1
450 mm (18',
175 mm (7':
900 mm (36')
450 mm (181
225 mm (91
1050 mrr. (42'1
450 rrm (IB')
225 mm (9')
1200 mm (460) 450 mm (13')
2 5 G mm UC')
1425 mm (57') 45C mm (181 250 mm (10')
1500 mm (60')
525 mm (21')
275 mm (Ii'1
1650 mm (66'
525 mm (21')
275 mm !I1')
1800 mm (72')
600 mrn (24') 300 mm (12')
-CUT
NO.
CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 W!TH THE TRANS-
VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS
TOGETHER .FORMING THE DEFLECTION ANGLE A.
CUT 140. 2' SAW THE TUBE LONGITUDINALLY REMOVIN3 A STRIP
3.14 (:)C -D ) WIDE ON THE S'.DE: OPPOSITE THE OPEN JOINT.
FEND THE ENDS OF THE CUT TOGETHER AND INSERT THE
TUBE 'N THE PIPE.
INTERIOR SURFACE
OF PIPE
DETAIL a
TYPICAL JCINT FOR
REINFORCED CONCRETE PIPE
S. AlAFRICAM PUBLIC WO�RIRKIS ALS7SOCIATIO�N11�- COLLAR FOR
CHAPTER �
[, _ Y THE CONCRETE COL.i.A l FCR RCP STANDAriO PLAN
AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER STANDARD FLAW O 1Ai=fRiG
JUNCTION STRUCTURE PIPE TO PIPE METRIA � �G S ez-"� 300 mm(1;?)THROUGH 1800 mm 2' 380-3
�ii, < inn rrim?�"11 332 1 �, `SHEET I of 2
currl• 13 nr � USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
8 ASBUILT 071211105w -e-
7 REVISED LAT. & CB #C-14 11/02/04--A -
REV.
T I
DATE ENGR.
LINE
DATE
1
PLAN CHECK ISSUE
2/2/0
l50 mm
CUT NO. 2
2
6') MIN
2/19/0
3.14 (Do -C)
DET -A I L "A,
(SEE NOTE 10)
SONO -TUBE. OR EOUAL,
INTERIOR FORM
-CUT
NO.
CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 W!TH THE TRANS-
VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS
TOGETHER .FORMING THE DEFLECTION ANGLE A.
CUT 140. 2' SAW THE TUBE LONGITUDINALLY REMOVIN3 A STRIP
3.14 (:)C -D ) WIDE ON THE S'.DE: OPPOSITE THE OPEN JOINT.
FEND THE ENDS OF THE CUT TOGETHER AND INSERT THE
TUBE 'N THE PIPE.
INTERIOR SURFACE
OF PIPE
DETAIL a
TYPICAL JCINT FOR
REINFORCED CONCRETE PIPE
S. AlAFRICAM PUBLIC WO�RIRKIS ALS7SOCIATIO�N11�- COLLAR FOR
CHAPTER �
[, _ Y THE CONCRETE COL.i.A l FCR RCP STANDAriO PLAN
AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER STANDARD FLAW O 1Ai=fRiG
JUNCTION STRUCTURE PIPE TO PIPE METRIA � �G S ez-"� 300 mm(1;?)THROUGH 1800 mm 2' 380-3
�ii, < inn rrim?�"11 332 1 �, `SHEET I of 2
currl• 13 nr � USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
8 ASBUILT 071211105w -e-
7 REVISED LAT. & CB #C-14 11/02/04--A -
REV.
REVISION DESCRIPTION
DATE ENGR.
CITY
DATE
1
PLAN CHECK ISSUE
2/2/0
1425 mm (57')
4
2
PLAN CHECK ISSUE
2/19/0
3
REVISED SIZE OF RCB UNE C AND ALIGNMENTS OF
5/04/0
RCB UNE C & LAT C-13. REVISED UNE A ALIGNMENT
q
REALIGN RCB AND DELETED LAT. A-15
5/14/04
4
REVISED ALIGNMENT OF UNE A
5/19/
5
REVISED ALIGNMENT OF UNE A
6/4/04
6
REVISED LAT. C-2 AND C-14
6/30/0426-_�
1
Rif.
RE CO" DNA EXP. 12-314 �
c�.�
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.
/QRpFESS/p1,, _\
��G� MITCyF``Ycl
m
J
No. 45715
Exp. 12-31-06
meq/, C I V j\,.
\F OF CA0
(Rev. 3!291•'99)
B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR
--EQ lAt TO-172-T1RE-IN 0T_TwE__MA l . IF THS
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 (30.1.
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 (360) WITHOUT REDUCER IS SPECIFIED
REFER TO STANDARD PLAN 326.
16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER T4 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 (248) 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 U MAR LAN
MANHOLE PIPE TO PIPE MAIN LINE 320-1
ID=900 mm L3.6") OR LARGER SHEET 4OF4
NOTES
I, A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
EXCEEDS 10 PERCENT.
2. FOR CURVE JOINTS (SEE DETAIL S. SHEET 1)
_
IF T EXTREMI_E.N10S-_DST-H•9--P-IPE
THAT IS GREATER THAN 25 mm (1"). BUT IS LESS THAN ?5 rt)m((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
THAT IS EQUAL TO OR GREATER THAN 75 mm (31, BUT LESS THAN
150 mm (61. A CONCRETE COLLAR IS REQUIRED. 1F THE CLEAR
SPACE IS 150 mm (61 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_ D= DI OR 02, WHICHEVER IS GREATER.
B. WHEN DI IS EQUAL TO OR LESS THAN D2. JOIN INVERTS AND
WHEN 01 IS GREATER THAN D2. JOIN SOFFITS.
5. FOR PIPE LARGER THAN 1800 mm (721 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).
S. WHERE REINFORCING IS REOUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D+(.2X WALL THICKNESS) + • T.
9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS
GREATER THAN 525 mm (21') .AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME OUTER ENDS IS 75 mm (31 OR LARGER.
CIRCULAR TIES=
PIPE DIAMETER
NO. OF
CIRCULAR TIES
525 mm (211
OR LESS
3
600 mm (24') TO
750 mm (30')
3
825 mm (331 TO
1425 mm (57')
4
1500 mm (60') TO
1800 mm (72")
5
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (30). THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mm (6') O.C.
10. WHERE THE PIPE IS 525 mm (21') OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONCI -TUBE OR EQUAL SHALL BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT, THE PAPER FORM MAY BE
LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24')
OR LARGER A REMOVABLE INTERIOR FORM SHALL. BE USED OR THE
INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND
NEATLY POINTED.
11. 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
M��1C
380-3
CONCRETE COLLAR FOR RCP
3 mm 12" THROUGH 1800 mm 72"
300 00
2
Prepared Under The Supervision Of :
R.C.E. 45715
DRAWN BY:
EXP 12-31-06 AT
DESIGNED BY:
JAM
Date %% CHECKED BY:
LMG
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DET L SHEET HAAS SHOWN
TRA 0.16235 DATE -
2/19/04,,
RO D BY• DRAWING NO
CI ENGN R.C.E. 51152 DATE: 351