HomeMy WebLinkAbout3277-60
8
C14
CL
-Y-4 OPTIONAL OUTSIDE
EDGE OF CONCRETE
EDISES TO BE
/-;OUNDED TO�
,BARS 75 n" (31) R
TABLE OF VALUES FOR F_
p2- -,
F
900 MM jtw)
165 m 16 1/2*1
(SHAFT NOT SHOWN)
180 mmff%.
1050 rnm 2
1125 mm (451
190 tmn f7 t/21
195 mm (7 314*)
MANHOLE FRAME
205 mm (81)
1275 mm (51*)
STREET
AND COVER PER
230 mnj
235 mm (9 1/4")
t5qq mm T�6RP*-)
GRADE
STD. PLAN 630
255 (nm (101)
1650 mrn (66*)
260 mm (10 1/41
610 mm M41
275 mro (10 Z/41)
1800 mm (721
280 mrn (111)
MANHOLE SHAFT
PER STD,
PLAN 324
125 mm x 50 MM
(5,121
PIPE SEAT :2
W
j
320 mM (12 1/21
IPE SEAT LEVEL.
SEE NOTE 8
900 MM (3*
E BAR$
W
BARt
405 mm (161)
_2650 inm (1141)
3000 mm It ZO!j
420 mm (16 1/2*)
4AO_MMSIr)
r -TIE BAR$
15A mm 11'kR
1445 mm (17 1/24)
0 0 mm (144')1425
MM US-)
STEPS---
GREATER THAN 525 mm (21-) AND ON ALL PIPES WHERE THE SPACES
(3, BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY
A. 02=2400 mm (961 OR LESS, L=1.7 M (5* -61. P=130 mm (51
Et. D2 OVER 2400 mm (96). L=1.8 M (6* -01, P=210 mrn (8*)
15-
TIE BAR
IL
CY
MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE
D BAR S
!700
<A
REFER TO STANDARD PLAN 326.
125 mm IS)
J BAR$
Z5 frm,x 25
P
VnI700
P
16.
ROUND EDGE$
SPRINa LINE
I!N` PAYEE) STREETS -
FING SEAT
1. PROVIDE A SPECIAL STRUCTURE.
IRL"WINLIMADI?
TO 75 mm (30)
SPECIFIED REFER TO STANDARD PLAN 328.
^FTV ^V FnWTA RTA 1% A I WARIVIA
5HAFT 225 MM (9 �_7
5.
154(04) 0 450 MM
'M
11
'--INUET
ELEVATION
POINT ,
WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT REDUCER IS
Oel OC BOTH
WAYS TO BE USED
APPLIES AT
SEE NOTE 4
WHEN Dz IS 1500 mm
THIS POINT
TABLE OF VALUES FOR F_
p2- -,
F
900 MM jtw)
165 m 16 1/2*1
975 MM J39*)
180 mmff%.
1050 rnm 2
1125 mm (451
190 tmn f7 t/21
195 mm (7 314*)
1200 myn (461)
205 mm (81)
1275 mm (51*)
215 mm t8 1/21
uk5q mm (54")
1425 mm (57*)
230 mnj
235 mm (9 1/4")
t5qq mm T�6RP*-)
g4q_M_M'12 a*]
1575 MM 11631
255 (nm (101)
1650 mrn (66*)
260 mm (10 1/41
177-5 mm (69*)
275 mro (10 Z/41)
1800 mm (721
280 mrn (111)
1950 run t713')
300 In (it 3/44
2100 mm (84*1
320 mM (12 1/21
?2SO mm 1901
335 mm 113 1/41
2400 mm (96*)
2550 MM (102*1
: 155 �m�m,114*)_
395 MM US I/gl
2700 mm (108*1
405 mm (161)
_2650 inm (1141)
3000 mm It ZO!j
420 mm (16 1/2*)
4AO_MMSIr)
3150 mm (1261 30 Min fl7*)
3300 rrm (132 1 45 mm, (17� 11�2*)
15A mm 11'kR
1445 mm (17 1/24)
0 0 mm (144')1425
MM US-)
TABLE OF VALUES FOR M (SEE NOTE 11
PAVEiY13foety I UNPAVED STREET
SECTION MIN.
MIN. MAT
A -A (2- -10_1 I
282 mm (11*11 Z17 mm (B 11'2) 1410 rncn h&') 1 380 mm _ft5')
M_
EDOES TO SE ROUNDrC
t V -, Mm I
NOTES
1. WHEN DEPTH M FROM STREET GRADE TO THE TOP' OF THE BOX IS LESS B, THE OUTSIDE DIAMETER Or THE LATERAL MUST BE LE$S T14AN OR
THAN 867 mrn (2* -10 1/21 FOR PAVED STREETS OR 1060 mm (3-61 FOR UN- EOUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE At
PAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT
- R z 1 13
DETAIL 4N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE OF SPUR t
PER SECTION C-0. WHEN DIAMETER DI IS 12!00 MM (481 OR LESS. CENTER SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER
OF SHAFT MAY BE LOCATED PER NOTE 2. LINE OF THE LATERAL ENTERS THE MANHOLE. Nil It
E
+C I
(601 OR OVE Lt.., I I Uri M
2.
CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
329 PRESSURE MANHOLE SHAFT 914 mm (361 WITHOUT REDUCER
iU. IN MV INZ)1Ar4kt OMALL ME INSIDE DIAMEIER Or InC LAIIr-MIAL IV
0 100 nvn 04 04 1 OC
320-1
SHOWN- ON TABLE SH.. 2.
630 610 mm (241 MANHOLE FRAME AND COVER
$TORM DRAIN WHEN DIAMETER 01 IS 1200 MM (481 OR LESS. IN WHICH CASE
3.14 (100-0)
DETAIL "A" INTERIOR SURFACE.
THE MANHOLE BE GREATER THAN 750 rMM (300).
..........
A
635 914 mm (361 MANHOLE FRAME AND COVER
PER PROFILE FOR PIPE INFORMATION
CONCRETE RINGS
H (IN SECTION A -A AND B-81 SHALL NOT BE LESS THAN LZ m (4'-0*).
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45�5 WITH CENTER LINE
13.
MANHOLE FRAME AND COVER SMALL CONFORM TO STANDARD PLAN 630
B
DETAIL `N- P( -AN
D2 =1050 mm (42') TO 2100 mm (04') INCLUSIVE AND 2OM(o6) FOR
6:36- �PIOLYPROPYLENE PLASTIC STEP
AND OMIT J BARS.
PLAN 324
RING SEAT
OMIT THIS 14 BARS
UNLESS OTHERWISE SHOWN.
PL,4N
fRINCS ANO COVFP NOT . Si4ow"I
STEPS
T *r ---.450 enrn (18*3
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CAUFORNIA CHAPTE R
3.
L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN
14.
MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
SEC NOTE i
(:SHAFT NOT,SHOWN)
OTHERWISE: SHOWN.
END OF THE RCP, $HALL BE A MINMUM OF 150 mm (6*).
IDE USED WHERE THE PIPE DIAMETER IS
ON THE PROJECT DRAWINGS:
3.
OTHERWISE SHOWN.
GREATER THAN 525 mm (21-) AND ON ALL PIPES WHERE THE SPACES
(3, BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY
A. 02=2400 mm (961 OR LESS, L=1.7 M (5* -61. P=130 mm (51
Et. D2 OVER 2400 mm (96). L=1.8 M (6* -01, P=210 mrn (8*)
15-
WHERE A MANHOLE SHAFT - 900 mm (361 WITHOUT REDUCER IS SPECIFIED
STREET -GRADE -MANHOLE FRAME CONCRETE RINGS
I STPEET GRADE
AND
CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER.
MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE
<A
REFER TO STANDARD PLAN 326.
10 mfft
COVCR PER PER S TO- PLAN 3 24
Z�TD, PLAN 630
OMIT THIS STEP
Z5 frm,x 25
4.
ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS
$HALL BE CONTINUED 150 mm f6l OC.
16.
WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
I!N` PAYEE) STREETS -
FING SEAT
1. PROVIDE A SPECIAL STRUCTURE.
IRL"WINLIMADI?
SPECIFIED REFER TO STANDARD PLAN 328.
^FTV ^V FnWTA RTA 1% A I WARIVIA
5HAFT 225 MM (9 �_7
5.
4.
STATIONS OF MANHOLES SHOWN ON PROJECT DRAWIN4$ APPLY AT CENTER
17.
WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT REDUCER IS
Uj
PER StD. 4400 mfn
-71 �T
P LAN 3 2 4 PAVEDSTRECTSi 24)
,LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND
SPECIFIED REFER TO STANDARD PLAN �529.
E
U_ -
650 fnm (2-21 V --i !11
,REFER TO THE PROLONGED INVERT GRADE LINES.
4n, K)
STREETSFOR UN- T 1050 Mn EY -S-) T
tj
5.
REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300 (ASTM A 615,
16.
DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
PAVED 5TREET$_
175 P" (VII
\--125
6
GRADE 40), AND SHALL TERMINATE 40 mm V 1/21 CLEAR OF CONCRETE SUR-
EXACT EOUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED
ITIM lj_j
mm x 50 mm PIPE srAr
T
cc
FACES UNLESS OTHERWISE SHOWN.
FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR
�r 11,
ROUNC EDGE& 115 min
15
1
SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC DAR SIZES.
QF INLLTS LIZ,
IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL
25 Mot
6.
FLOOR OF MANHOLESHALL BE STEEL TROWELED TO SPRING LINE-
BE ENGLISH UNITS.
ROUND EDGES
7.
13ODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN-
]EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
INLET ELEVATION
AT THIS SECTION C -C
BE PLACED AT SPRING LINE.
326 MANHOLE SHAFT - 900 mm (3G') WITHOUT REDUCER
POINT
S.
'THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
(601 OR OVE Lt.., I I Uri M
PROMULGATIMSYTHE
LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F
329 PRESSURE MANHOLE SHAFT 914 mm (361 WITHOUT REDUCER
Q r_ k, I I �N -,AA
SECTION A -A
320-1
SHOWN- ON TABLE SH.. 2.
630 610 mm (241 MANHOLE FRAME AND COVER
STATION LINIF
3.14 (100-0)
DETAIL "A" INTERIOR SURFACE.
10� WHERE THF_ PIPE IS 525 mm (21) OR LESS IN DIAMETER AN INT ER IOR
..........
A
635 914 mm (361 MANHOLE FRAME AND COVER
PER PROFILE FOR PIPE INFORMATION
CONCRETE RINGS
H (IN SECTION A -A AND B-81 SHALL NOT BE LESS THAN LZ m (4'-0*).
9. D BARS SHALL BE 15MC#4) FOR D2=975 mm(39') OR LESS. 15M(#5) FOR
635 STEEL STEP
200 rnm tat-,_
PER $TD. /-STREET GRADE
125 mm 111 25 MM (5*xl*)
BUT MAY BE' INCREASED PROVIDED THAT THE VALUE' OF M SHALL NOT
D2 =1050 mm (42') TO 2100 mm (04') INCLUSIVE AND 2OM(o6) FOR
6:36- �PIOLYPROPYLENE PLASTIC STEP
PLAN 324
RING SEAT
OMIT THIS 14 BARS
RECORD DOCUMENT
02=2250 mm (90*) OR OVER.
FLOW
STEPS
T *r ---.450 enrn (18*3
STEP IN 10. CENTER LINE OF INLET PIPE SHALL. INTERSECT INSIDE FACE OF CONE AT
SEE TABLE n h- t3*) F
PAVED Ii�'SIO
T�ese Record Documents have been prepared based SPRING LINE UNLESS OTHERWISE SHOWN.
VARIABLE 5 HA
STREETS
-1*0 mm on information provided by others. The Design
(all It, STEPS $HALL CONFORM TO STANDARD PLAN 635 'OR 6,36 UNLESS OTHERWISE
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (141 TO 375 mm (151 OC.
Z5 too Run (41
H BAR5 r, 4.9 Professional has not verified the accuracy and/or IL ?1-200
""-E BARS LWLJ No. 43976 M THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24*) ABOVE THE INVERT.
150 rnin (6 M
400 mm (161 FOR IJ '�"-IOW#3 OR 04) completeness of this information and shall not be Exp. 6-30-09 ;V 2100 Mtn (8" -200 Atm tS*)
PAVED STREETS. F TIE OARS responsible for any errors or omissions which may 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE�
650 fmm 12'-21 FOR be, rated herein as a resulL A. MAIN LINE = 900 mm (36*) INSIDE DIAMETER OR LAROER. EXCEPT IF THE MAIN
UNPAVED STREETS BARS __cfvx. OPTIONAL BOTTCK4 'GRADE POINT5.
. !k LINE RCIP DOWNSTREAM OF MANHOLE IS 900 mm (361 TO 1050 mm (421
ROUND OF At\t INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM 1$ 625 mm (33*) OR NOTE t�
GLIVV�s ta �_ I
TO 75 mm iVAW LESS STANDARD PLAN 321 S14ALL BE USED. SECTION (3-B
ATF
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATIMSYTHE
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 MM (36"):011 LARGER
PAVF0 STREET (;NP'AVED STREET
PUWJ0 WORKS STANDARVS INC,
GREEP49WK COMMMME
f k4IN, MAX.
320-1
Im
Rev."I"
7.
- _f,0640!�,
01*1 12il �_ (a I/Lll �- itC.') J-380 mt" j � 5,;
3.14 (100-0)
DETAIL "A" INTERIOR SURFACE.
STANOARD PLAN
METRIC
49W4
!qH9& 2 6F 4
910 LIN ly-jild-IM
IMME)ARD PLAN
METRIC
1 �320 -1
i SHEET30FA,
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 MM (36"):011 LARGER
S;7CjION MA
A -A
4�-C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIACHAPTER STANDAM PLAN 1340mutakirD " Ir"r STAN04F.D PLAN
METRIC ruft)e wdolyb I TANbAP,5S tNC,. MANHOLE PIPE TO PIPE �ONE OR BOTH MUM
MANHOLE PIPE TO PIPE MAIN LINE QAEFN90rx COMMS"IFE MAIN LINE IDS 825mm (3T OR SMALLER)
320-1 IV92 321-1
ID=900 mm (36") OR LARGER SHEET 4 OF 4 REV_ 1996 VSF Wty*4 STANDARD SPEQIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET T OF 3
15M 0 300 mrn (04 0 12' NOTES
330-C-25 (560-C-3250) CONCRETE FLOW UNE
1. A CONCRETE COLLAR IS REOUIREb WHERE THE CHANGE IN GRADE
IL THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE� L/2 (TYP.) EXCEEDS 10 PERCENT, r(R) PER PLAN
NOTES 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1) CURB R/W PUE 14.00' SQUARE 2' AC PAVEMENT
25 rnm W) (TYP.)
1. WHEN DEPT14 IM FROM STREET GRADE TO THE TOP OF THE BOX IS LESS A. MAIN LINE = 825 rnrn (33*) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE EXTREME ENDS OF THE PIPE,LEAVE A CLEAR SPACE 7.00' 7.00' 7.00'
% 5.00'
IF THE MAIN LINE RCP DOWNSTREAM OF THF MANHQL,E IS 900 mm (361 THAT IS GREATER THAN 25 mm W). BUT IS LESS THAN 75 mm((3*)
THAN 867 rnm (2* -10 1/2*) FOR PAVED STREETS OR 1060 mm FOR A CONCRETE COVER 13 REQUIRED IN ACCORDANCE WITH SUBSECTION 2.00'
UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N*, TO 1050 ri*m (42*) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS
I 306-f.2�4 OF THE SSPWC.
DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6*) WHEN 825 mm (331) OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS I t r, 'r 6x
ABLE OF VaLUES FOP A-4 (,SEE NOTE 11
NOT APPLICABLE WHERE THE MAIN LtNE CONDUtT IS LESS THAN 900 MM
PAVF0 STREET (;NP'AVED STREET
INV ELEV
f k4IN, MAX.
OR LESS.
867 060 rorn (3-61
1410 j,
7.
- _f,0640!�,
01*1 12il �_ (a I/Lll �- itC.') J-380 mt" j � 5,;
S;7CjION MA
A -A
4�-C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIACHAPTER STANDAM PLAN 1340mutakirD " Ir"r STAN04F.D PLAN
METRIC ruft)e wdolyb I TANbAP,5S tNC,. MANHOLE PIPE TO PIPE �ONE OR BOTH MUM
MANHOLE PIPE TO PIPE MAIN LINE QAEFN90rx COMMS"IFE MAIN LINE IDS 825mm (3T OR SMALLER)
320-1 IV92 321-1
ID=900 mm (36") OR LARGER SHEET 4 OF 4 REV_ 1996 VSF Wty*4 STANDARD SPEQIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET T OF 3
15M 0 300 mrn (04 0 12' NOTES
330-C-25 (560-C-3250) CONCRETE FLOW UNE
1. A CONCRETE COLLAR IS REOUIREb WHERE THE CHANGE IN GRADE
IL THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE� L/2 (TYP.) EXCEEDS 10 PERCENT, r(R) PER PLAN
NOTES 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1) CURB R/W PUE 14.00' SQUARE 2' AC PAVEMENT
25 rnm W) (TYP.)
1. WHEN DEPT14 IM FROM STREET GRADE TO THE TOP OF THE BOX IS LESS A. MAIN LINE = 825 rnrn (33*) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE EXTREME ENDS OF THE PIPE,LEAVE A CLEAR SPACE 7.00' 7.00' 7.00'
% 5.00'
IF THE MAIN LINE RCP DOWNSTREAM OF THF MANHQL,E IS 900 mm (361 THAT IS GREATER THAN 25 mm W). BUT IS LESS THAN 75 mm((3*)
THAN 867 rnm (2* -10 1/2*) FOR PAVED STREETS OR 1060 mm FOR A CONCRETE COVER 13 REQUIRED IN ACCORDANCE WITH SUBSECTION 2.00'
UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N*, TO 1050 ri*m (42*) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS
I 306-f.2�4 OF THE SSPWC.
DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6*) WHEN 825 mm (331) OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS I t r, 'r 6x
FIC- LAIMLIVIL LNUZ� Ur IHE PIPE LEAVE A CLEAR SPACE M11)1.
THAT 15 EQUAL TO OR GREATER THAN 75 Mm (3�). BUT LESS THAN qR�N D
150 Mm (61. A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR 2. OY. 2.0%
SPACE IS 150 mm (G") OR ISREATER, A TRANSITION STRUCTURE
IS REOUIRED.
3- CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE. 7
CONNEC71NG RING 3" x 3' x 1/4'�
4. CONNECTOR PIPES
SHOP RIVETED, SPOTWELDED OR 48" CMP RISER
AND DEBRIS RACK
A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A TACKWELDED TO 48"
CONCRETE COLLAR. L ANt) T SHALL 13E THOSE OF THE LARGER CAGE PER CALTRANS
PIPE. D='Or OR 02, WHICHEVER IS GREATER, 48" CMP 0 12" O.C. STD, D93C, TYPE A
8. WHEN DI IS EOUAL TO OR LESS THAN D2, JOIN INVERTS AND ELEV "S"
WHEN Dj IS GREATER THAN D2, JOIN SOFFITS, IW ELEV
5. FOR PIPE LARGER THAN 1800 mm (721 SPE(,t;;,'- COLLAR DETAILS
ARE REQUIRED. ELEV "S' PER PROFILE
f -r -N I Lf� LINr_ Ut" bMJAI`- I . tLr-VA I I V`Nb� AKt �>MU WN A I �;t_N I tK LINE QI-
LARGER VALUES or M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3-6-)
NOT APPLICABLE WHERE THE MAIN LtNE CONDUtT IS LESS THAN 900 MM
MMMMI
INV ELEV
SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES., SEE NOTE 3-
OR LESS.
(560) IN DIAMETER.
7.
SEE SHEET 5 OF 7 - LATERAL 8- 1
3.14 (100-0)
DETAIL "A" INTERIOR SURFACE.
10� WHERE THF_ PIPE IS 525 mm (21) OR LESS IN DIAMETER AN INT ER IOR
..........
A
REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
PER PROFILE FOR PIPE INFORMATION
2.
H (IN SECTION A -A AND B-81 SHALL NOT BE LESS THAN LZ m (4'-0*).
0- SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE:
NEW OR
Bu=
M3=
BUT MAY BE' INCREASED PROVIDED THAT THE VALUE' OF M SHALL NOT
CONNECTED 'TO 'THIS MANHOLE IS SUCH THAT THE DISTANCE FROM, THE
EXIST. PI PE
Mm=
BE LESS THAN THE L41NIMUM SPECIFIED AND THAT THE REDUCER SHALL
OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm Cem)
FLOW
AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CAUFORNIA CHAPTE R
BE USED. FOR H (IN SECTION C -C) SEE NOTE 1.
THICK TOP OF THE MANHOLE CHAMBER. MEASURED VERTICALLY FROM
'THE
9. REINFORCING SHALL
SECTION A -A
7, FLOOR OF MANHOLE SHALL BE STECL TROWELED TO SPRING LINE.
OTHERWISE: SHOWN.
END OF THE RCP, $HALL BE A MINMUM OF 150 mm (6*).
IDE USED WHERE THE PIPE DIAMETER IS
P
3.
L $HALL BE 1.2 m (4'-0*) UNLESS OTHERWISE SHOWN. L MAY BE IN-
GREATER THAN 525 mm (21-) AND ON ALL PIPES WHERE THE SPACES
(3, BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY
C. IF THE SIZE OF THE LATERAL IS SUCH T44AT THE ASOVE-SPECIFIED
V
BASIS OF BEAMGS.-
CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER.
MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE
BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE
<A
FOLLOWING ALTERNATE SOLUTIONS MUST BE: USED,
APRON DETAIL
4.
T SHALL BE 200 mm (8*11 FOR VALUES OF H UP TO AND INCLUDING Z,4 m
PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY.
(8-0") AND 250 rnm (10*) FOR VALUES Or H OVER 2.4 m
1. PROVIDE A SPECIAL STRUCTURE.
IRL"WINLIMADI?
Prepared By:
^FTV ^V FnWTA RTA 1% A I WARIVIA
ISM 0 300 MM
5.
STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT
2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS
(84 012')
FIC- LAIMLIVIL LNUZ� Ur IHE PIPE LEAVE A CLEAR SPACE M11)1.
THAT 15 EQUAL TO OR GREATER THAN 75 Mm (3�). BUT LESS THAN qR�N D
150 Mm (61. A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR 2. OY. 2.0%
SPACE IS 150 mm (G") OR ISREATER, A TRANSITION STRUCTURE
IS REOUIRED.
3- CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE. 7
CONNEC71NG RING 3" x 3' x 1/4'�
4. CONNECTOR PIPES
SHOP RIVETED, SPOTWELDED OR 48" CMP RISER
AND DEBRIS RACK
A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A TACKWELDED TO 48"
CONCRETE COLLAR. L ANt) T SHALL 13E THOSE OF THE LARGER CAGE PER CALTRANS
PIPE. D='Or OR 02, WHICHEVER IS GREATER, 48" CMP 0 12" O.C. STD, D93C, TYPE A
8. WHEN DI IS EOUAL TO OR LESS THAN D2, JOIN INVERTS AND ELEV "S"
WHEN Dj IS GREATER THAN D2, JOIN SOFFITS, IW ELEV
5. FOR PIPE LARGER THAN 1800 mm (721 SPE(,t;;,'- COLLAR DETAILS
ARE REQUIRED. ELEV "S' PER PROFILE
f -r -N I Lf� LINr_ Ut" bMJAI`- I . tLr-VA I I V`Nb� AKt �>MU WN A I �;t_N I tK LINE QI-
MANHOLE PLACED UPS I REAM OR DO NS MEAM FROM THE APPLICABLE
3-15M (d4) CIRCULAR TIES.
MMMMI
INV ELEV
SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES., SEE NOTE 3-
M�Mmmwfi
SEE NOTE 9
7.
SEE SHEET 5 OF 7 - LATERAL 8- 1
3.14 (100-0)
DETAIL "A" INTERIOR SURFACE.
10� WHERE THF_ PIPE IS 525 mm (21) OR LESS IN DIAMETER AN INT ER IOR
..........
A
REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
PER PROFILE FOR PIPE INFORMATION
ME=
12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
on=
am=
Bu=
M3=
al.t7ac= ME=
mmmm
S. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
Mm=
�-2* AC PAVEMENT
MM=CM=
AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER
FIC- LAIMLIVIL LNUZ� Ur IHE PIPE LEAVE A CLEAR SPACE M11)1.
THAT 15 EQUAL TO OR GREATER THAN 75 Mm (3�). BUT LESS THAN qR�N D
150 Mm (61. A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR 2. OY. 2.0%
SPACE IS 150 mm (G") OR ISREATER, A TRANSITION STRUCTURE
IS REOUIRED.
3- CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE. 7
CONNEC71NG RING 3" x 3' x 1/4'�
4. CONNECTOR PIPES
SHOP RIVETED, SPOTWELDED OR 48" CMP RISER
AND DEBRIS RACK
A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A TACKWELDED TO 48"
CONCRETE COLLAR. L ANt) T SHALL 13E THOSE OF THE LARGER CAGE PER CALTRANS
PIPE. D='Or OR 02, WHICHEVER IS GREATER, 48" CMP 0 12" O.C. STD, D93C, TYPE A
8. WHEN DI IS EOUAL TO OR LESS THAN D2, JOIN INVERTS AND ELEV "S"
WHEN Dj IS GREATER THAN D2, JOIN SOFFITS, IW ELEV
5. FOR PIPE LARGER THAN 1800 mm (721 SPE(,t;;,'- COLLAR DETAILS
ARE REQUIRED. ELEV "S' PER PROFILE
f -r -N I Lf� LINr_ Ut" bMJAI`- I . tLr-VA I I V`Nb� AKt �>MU WN A I �;t_N I tK LINE QI-
MANHOLE PLACED UPS I REAM OR DO NS MEAM FROM THE APPLICABLE
3-15M (d4) CIRCULAR TIES.
0. rQH PIPE SIZE NOT LISTED USE NEXT SIZE LARGER.
INV ELEV
SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES., SEE NOTE 3-
JUNCTION STRUCTURE OR TRANSITION STRUCTURE.
SEE NOTE 9
7.
SEE SHEET 5 OF 7 - LATERAL 8- 1
3.14 (100-0)
DETAIL "A" INTERIOR SURFACE.
10� WHERE THF_ PIPE IS 525 mm (21) OR LESS IN DIAMETER AN INT ER IOR
..........
A
REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
PER PROFILE FOR PIPE INFORMATION
6, REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615,
12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
(SEE NOTE 10) OF PIPE
SONO -TUBE. OR EOVAL, INTERIOR FORM
300(40).
GRADE 40), AND SHALL TERMINATE 40 mm 0 1/2") CLEAR OF CONCRETE SUR-
UNLESS OTHERWISE SHOWN.
150 MM
1611 MiN,
S. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
FACES UNLESS OTHERWISE SHOWN.
�-2* AC PAVEMENT
TIES SNALL BE D+(2X WALL THICKNESS) + T.
AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CAUFORNIA CHAPTE R
13. MANWOLF- SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
STANDARD PLAN PROMULISATED BY THE STANDARD PIAN
Lr_TRIC PMX WORKS S tANDARDS INC., CONCRETE COLLAR FOR RCP METRIC
I LINE
9. REINFORCING SHALL
SECTION A -A
7, FLOOR OF MANHOLE SHALL BE STECL TROWELED TO SPRING LINE.
OTHERWISE: SHOWN.
30 m 380-3
Omm (12") THROUGH 1800m (72)_
IDE USED WHERE THE PIPE DIAMETER IS
SHEET3 OF 3
REV, 19" USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2
SHEET20F2
GREATER THAN 525 mm (21-) AND ON ALL PIPES WHERE THE SPACES
(3, BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
14. WHERE A MANHOLE SHAFT - 900 rnrn (360) WITHOUT REDUCER IS
,1,o
CUT 4
NO. 2 -CUT NO. I
BETWEEN T14E EXTREME OUTER ENDS IS 75 mm (3') OR LARGER.
BASIS OF BEAMGS.-
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY SPECIFIED REFER TO STANDARD PLAN 336. LINE- CIRCULAR TIES:
MAY BE PLACED AT SPRING LINE.
15. WHERE A PRESSURE MANHOLE S14AFT - WIT14 ECCENTRIC REDUCER IS
9. THICKNESS OF THE DECK $HALL VARY WHEN NLCLSSARY TO PROVIDE SPECIFIED REFER TO STANDARD PLAN 320. 9 0 CUT
A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (81. NO, 2
103, WHERE A PRESSURE MANHOLE S14AFT - 914 rnm (36*) WITHOUT REDUCER \/,q -LINE
10, STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE IS SPI�CIFIED REFER TO STANDARD PLAN 329.
PIPE DIAMETER
No. OF
CIRCULAR TIES
-525 mm (2t*) OR LESS
3
600 mm (241 TO 750 mm (301
3
825 mm (33') TO 1425 rnm (57')
4
1500 MITI (60") TO 1800 mm t72')+-
5
R/W PUE
2.00' 7.00' 7.00' SEE SECTION
5HO N. S I EPS SHALL, BE -UNIFORMLY SPACED 350 mm U,4") TO 375 -mrn 05*1 CC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24s) ABOVE THE LEDGE
AT T14E SIDE OF THE MANHOLE.
17. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES
6� 10 M, r8n CUT NO. 2
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'). THE
NUMBER OF CIRCULAR TIES SHALL 8E INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mm (G-) O�C�
0.UU
CMP RISER
328 pRtt�§u
NEATLY POINTED.
329 PREStu
'ITHOUT REDUCER
USED FOR CONSTRUCTION SHALL SE METRIC VALUES. EXCEPT REINFORCING
BAR S12!1rS IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC 13AR S I ZES.
3.14 (100-0)
DETAIL "A" INTERIOR SURFACE.
10� WHERE THF_ PIPE IS 525 mm (21) OR LESS IN DIAMETER AN INT ER IOR
..........
A
6Z�5 STEEL
CII A
�G36 POLYPF7
IF ENCLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION �HALL BE
ENGLISH UNITS.
(SEE NOTE 10) OF PIPE
SONO -TUBE. OR EOVAL, INTERIOR FORM
FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT, THE PAPER FORM MAY BE
. .... ... ...
M ETRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED
FOR CONSTRUCTION SHALL PE ENGLISH UNITS.
THF_Y_ftj.j_0_W_MG_�S_TANDARD PLANS ARE INCORPORATED HEREIN*
LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24')
�-2* AC PAVEMENT
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER S7ANVARD PLAN
ET
V RIC
MANHOLE PIPE TO PIPE (ON OR BOTH MAIN LINE 2 _ I
ID'S 826mm (33") OR SMALLER) SHFF-T 2 OF 3.
TOLL FREE ` �`1-800-227-2600
-A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
'HAF`T WITH ECCENTRIC IR
'HAFT 900 mm (36*) WITI
MANHOLE SHAFT - WITH El
MANHOLE SHAFT - 914 rom
4*) MANHOLE FRAME AND CC
61 MANHOLE FRAME AND CC
rp
YLENE PLASTIC STEP
DATE I ENGR. I CITY I DATE
Wel R
M M113
-ID
324 M""L
OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE
INTERIOR JOINT SHALL BE CONIPLETELY FILLED WITH MORTAR AND
326 MANHOL
CER
C
328 pRtt�§u
NEATLY POINTED.
329 PREStu
'ITHOUT REDUCER
6��O 610 mm
IL DIMENSIONS SHOWN ON THIS PL4N FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT
63 5 914 min
6Z�5 STEEL
EOUAL VALUES. IF METRIC VALUES ARE USED, ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT.
�G36 POLYPF7
'HAF`T WITH ECCENTRIC IR
'HAFT 900 mm (36*) WITI
MANHOLE SHAFT - WITH El
MANHOLE SHAFT - 914 rom
4*) MANHOLE FRAME AND CC
61 MANHOLE FRAME AND CC
rp
YLENE PLASTIC STEP
DATE I ENGR. I CITY I DATE
Wel R
M M113
-ID
CUT NO. P SAW THE TUBE AT AN ANGLE OF A/Z WITH THE TRANS-
VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS DETAIL "B"
OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE
INTERIOR JOINT SHALL BE CONIPLETELY FILLED WITH MORTAR AND
CER
C
TOGETHER FORMING THE DEFLECTION ANGLE A. TYPICAL 40INT FOR
NEATLY POINTED.
'ITHOUT REDUCER
CUT NO. 2; SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
3.14 (DO -D I WIDE ON THE SIDE OPPOSITE THE OPEN JOINT, REINFORCED CONCRETE PIPE
IL DIMENSIONS SHOWN ON THIS PL4N FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT
Jj
BEND THE ENDS OF THE CUT TOGETRER AND INSEP
,T THE
TUSC IN THE PIPE.
EOUAL VALUES. IF METRIC VALUES ARE USED, ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT.
vm' 1";`4 r<
REANFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
M ETRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED
FOR CONSTRUCTION SHALL PE ENGLISH UNITS.
�-2* AC PAVEMENT
AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CAUFORNIA CHAPTE R
WITH THICKENED EDGES
STANDARD PLAN PROMULISATED BY THE STANDARD PIAN
Lr_TRIC PMX WORKS S tANDARDS INC., CONCRETE COLLAR FOR RCP METRIC
I LINE
STA"DARD PLAN
MSTRIC
CONCRETE COLLAR FOR RCP
321-1
GREENMOK OOMWTTEE
1%2 300 mm 0 Z) THROUGH 1800 mm (7Z) 380-3
30 m 380-3
Omm (12") THROUGH 1800m (72)_
SHEET3 OF 3
REV, 19" USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2
SHEET20F2
PLAN VIEW
BASIS OF BEAMGS.-
BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE
SOUTHWEST ONE QUARTER OF SECTION 36, T. I N., R. 6 W., SBB & M BEING
APRON DETAIL
NOO*06'51"E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282,
PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY.
SCALE. 17=5'
IRL"WINLIMADI?
Prepared By:
^FTV ^V FnWTA RTA 1% A I WARIVIA
SHOULD CONSINUC77ON OF REQUM- W ur, 10 %0A IWA %0& a
PREPARED FOR:
DMOVEIMSM NOT C012MCE 07M ALLARD ENGINEERING
-jwA
RANCHO FONTANA SPECIFIC 'so" N
=0 MM OF nffl DATE OF MIMOVAL YOLMG HOMM B, M. 1361, SPIKE IN NORTH FACE OF P.P. Civil Engineering - Land Surveying - Land Planning
SHOWN h"MON AAM CAERM FORM IN A P536697E AT SOUTH WEST CORNER OF DRAWN BY. SCALE.
8253 Sierra Avenue TRACT X0. 162W-1
n
10370 TRADEMARK STREET BASELINE AVENUE AND SULTANA AVENUE. rn CGR ln-40'
�"8,�"_ No. 43976
DfUGEW JLAMM THE CW WSOMPI MAY .0 Fontana, Uffamia 92335 M STOM DRM PLM
RANCHO CUCAMONGA, Exp. 6/30/05 DESIGNED BY: DATE:
REQUME RMSIONS TO TM PLMS TO Ca. 91730 (909) 356-1815 Fax (909) 356-1795 DET�& Sl�ff
RMG 77M INTO COINFORUMCE WrM (909) 477-6715 JRR MAY, 2003
COMMONS AIM STAIWATM IN EFFECT L_ Cl I CHECKED B -AP �qY. DRAWING NO.: 6
David S. Hammer, R.C.E. 43976 Date 0
114 C g�- -
RJECCAW VaA" III_ 07 6 ELEVATIM.- 1365.01 (expires 6/30/2005) DSK FY LNGINEER R.C.E. 51152 SAM 7