HomeMy WebLinkAbout3803-2001 F
OPTIONAL OUTSIDE
EDGES T0" BE EDGE OF. CONCRETE.
ROUNDED_ TO ,
D BARS �_ 75 min (34) R
75 mm (34 OC k r
IOM(*3) TIE BAR i� r- Rm ID OF SPUR
Ct tc
4-20Mt•6). E BARS A'
975 mm !3'-31 LONG. -�
SEE NOTE 2 L .I 4-15M(i4) H
.D BARS --IOMt03? TIE BAR BARS 900 mm
75 mm 13') OC. 1 1.2 m (3'-0•) LONG
SEENOTE 9 I 3-I5M(04) J BARS 1.4. m (44-00)
(4'-8') LONG 75 mm(3-)' OC
CON' T.ADDPL. BARS;. 150 mm DETAIL 'N"
F F 164 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
610 mm t241
MANHOLE SHAFT125 mm x 50 mm J iv q�
PER STD. (5'x2•) a y ti� -SEEN SEAT
LEVEL.
PLAN 324 PIPE SEAT f. a
900 mm (3'-0•) o sn
r- E BARS W
w c` E BARco
S
ti/ -TIE BARS
a '
STEPS--' � ` f
73 tan
TIE BAR ----� ., -q I (3'),R
061
125 mm t5') o D BARS Q
F f F J BARS S P 700 =1706 P
ROUND. EDeSS --i t2'- '}.cz'-a')
TO 75 mm (34) R ` SPRING LINE
I5M(04) O 450 mm `'- INLET
(186) OC BOTH ELEVATION GRADE POINTS, t
WAYS TO BE USED w APPLIES AT SEE NOTE 4
WHEN DZ IS I600 mrn THIS POINT
(60') OR OVER- S ECT I ON B -B
SECTION A -A
CONCRETE RINGS
PER STD_ /•--STREET GRADE
PLAN 324 -- 125 mm x 25 mm (5'xv) f
RING; SEAT
OMIT THIS tai BARS
STEP IN
PAVED o.. r --SEE TABLE
STREETS c0m VARIABLE
25f !�0 mm
H BARS L t6•�
ISO mm (6 4
E BARS
400 mm (160) FOR r 50 IOM(*3 OR 04)
PAVED STREETS. F 16) F TIE. BARS
650 mm (21-28) FOR
UNPAVED STREETS -•1 - J BARS
ROUND
.---,.-.-�----»--. EDGES..
TO 75 mm
c3'>IR
SECTION
C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULG{ l Y T
PU8����7A�RD INC.M
,
A HHJ E P[R E TO lP ,ILIHESTA
STANDARDPLAN
METRIC
GREE149DOR COMMTTE_
0400mm(36*.111).0*Rl*`A-R*G*ER`
3201
REV. 1996
SHEET 1 OF 4
=USE WITH STANDARD SPECIFICATIONS FOK PUBLIC WORKS'CONSTRUCTI-OV-1
TABLE OF VALUES FOR F
TA9L.E OF VALUES FORM (SEE NOTE !}
(3611)
mm
15 mm t/ '
7 m 3
! •
EMAX.
867 mm2' -10 1/2'}1060
1125 mm 4 '}
19S 7 3/4')
t O mtr� 4
-
1275 -mm 5t')
2IS m�► !8 1/2'}
1350 tnm` S4•)
30 r�wn 9•
(425 mm t5T}
2 S mrn /4•
lSdO Into 60"
24O :mm i9 t/2•
)STS mm {53'
2ss <ntn Id'
1650 tom 66'
0 own . 10 1/4'}
tT2S mm {69')
27 � 10 3r4•
1600 mm (72'}
0 mm
T
3 m 1 :3/4•
1aa �+m e4-
3za r+w+, Iz 1�2•
5 mrn 0'
3 5 mm I t/4'
400 mm 96'
3SS mm t4'
2550 mm (102'1
395 mm i!5 it2'
2700 --frim : 18'
40S tom ` Ifi'
2854 mm (114•)
0 m 1 '
420. mm tib 112•)
430 mm 1T
t5 mm 1
al
3300 mm !32')
445 tom IT"1�2'}
3450 mm (13B') -445 nim (I7 t/2')
3600 mm 144•
OSS mm IIB'1
AMERICAN PUBLIC WORKS ABSOCNTION-5011TNEPN CALIFORNIA:CHAPTER
320 -1
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 mm 36" OR.L
TABLE OF VALUES FOR F
TA9L.E OF VALUES FORM (SEE NOTE !}
A`.
R
GER
mm
15 mm t/ '
7 m 3
! •
EMAX.
867 mm2' -10 1/2'}1060
1125 mm 4 '}
19S 7 3/4')
t O mtr� 4
-
1275 -mm 5t')
2IS m�► !8 1/2'}
1350 tnm` S4•)
30 r�wn 9•
(425 mm t5T}
2 S mrn /4•
lSdO Into 60"
24O :mm i9 t/2•
)STS mm {53'
2ss <ntn Id'
1650 tom 66'
0 own . 10 1/4'}
tT2S mm {69')
27 � 10 3r4•
1600 mm (72'}
28d `mtn ttl'}
T
3 m 1 :3/4•
1aa �+m e4-
3za r+w+, Iz 1�2•
5 mrn 0'
3 5 mm I t/4'
400 mm 96'
3SS mm t4'
2550 mm (102'1
395 mm i!5 it2'
2700 --frim : 18'
40S tom ` Ifi'
2854 mm (114•)
0 m 1 '
420. mm tib 112•)
430 mm 1T
t5 mm 1
430 tn�n t!T'l
3300 mm !32')
445 tom IT"1�2'}
3450 mm (13B') -445 nim (I7 t/2')
3600 mm 144•
OSS mm IIB'1
NOTES
1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE 8071 IS LESS
THAN 867 mm (2'-10 Il2') FOR PAYED STREETS {}R 1060 mm i31-6`} FOR UN-
PAVED STREETS, CONSTRUCT INONOL}'TI•iiC SHAFT :PER SECTION CSG AIV(}
DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED
PER SECTION C -C. WHEN DIAMETER DI IS 1200 rt�m t4S'} 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 Qi IS 1200 mm t4$'i OR LESS. I N WHICH CASE
. PLACE E BARS. SYMMETRICALLY AROUND SHAFT AT 45° 1rYlTH CENTER LINE
AND OMIT J BARS,
3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN
ON THE PROJECT DRAWINGS,'
A. D2=24QCi mm (96'1 OR LESS, L=1.7 m {5'-6'1, P=130- mm {5'}
B. D2 OVER 2400 mm (96`).'L=1.8 m II6'--0'l. PC 210nim t$'?
t� MAY 3E INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE
ENDS. WHEN L GREATER THAN THAT SHQY1f'N ABOVE IS SPECIFIED, D BARS
SHALL 6E CONTINUED 150 mm (6") OC.
4, STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER
LINE OF SHAFT._, ELEVATIONS ARE SHOWN AT CENTER ,INE OF SHAFT AND w
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 44 mm {I 1/2'} CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
6. FLOOR OF MANHOLE SHALL 8E 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
I 8E PLACED AT SPRING LINE.
S. THICKNESS OF TIKE. DECK. SHALL VARY WHEN NECESSARY. TO PROVIDE A
I LEVEL SEAT BUT SHALL NOT 8E LESS THAN THE TABULAR VALUES FOR.F
d SHOWN ON TABLE. SH. 2.
i
9. D BARS SHALL BE I5M(+4) FOR Q2=975 mm(39') OR LESS. I5M(+5) FOR
021054 mm (42') TO 2100 mm {841}' INCLUSIVE AND 20M1•6) FOR
D2=2250 mm {901} OFr OVER. -
10. CENTER LINE- OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
SPRING LINE UNLESS OTKERWISE SHOWN.
II. STEPS SHALL CONFORM TO STANDARD PLAN 833 OR 636 UNLESS OTHERWISE
SHOVItN, STEPS SHALL BE UNIFORMLY SPACED 350. mm: i1411 TO 375 mm (15') OC.
THE LOWEST STEP -SHALL NOT BE MORE THAN 600 mm (244) 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 1S 90(? mm (368) TO 1050 mm i42'f
INSIDE DIAMETER AND .THE MAIN LINE RCP UPSTREAM IS $25 mm t33'y OR
LESS STANDARD PLAN 321 SHALL SEUSED.
PUBLICWORKSASSU�lATiON80UTNERN CALIFORNIACHAPTER AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
.
METRI v
MANHOLE
OLE PSP E TO PIPE MAIN LANE 320 '�
!f
ID 900 rrii�n 36 O R LA►RG E R SH �E T3 F�
TA9L.E OF VALUES FORM (SEE NOTE !}
A`.
R
GER
SECTION
AVED STREET :
MtN.MAX.MlN.
UNPAVED STREET
a -A
EMAX.
867 mm2' -10 1/2'}1060
mm (3'-fi')
C-C28
{I!•1 217 mm (8 1/2'l
4i4 mm (16'}
380 mm (15')
NOTES
1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE 8071 IS LESS
THAN 867 mm (2'-10 Il2') FOR PAYED STREETS {}R 1060 mm i31-6`} FOR UN-
PAVED STREETS, CONSTRUCT INONOL}'TI•iiC SHAFT :PER SECTION CSG AIV(}
DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED
PER SECTION C -C. WHEN DIAMETER DI IS 1200 rt�m t4S'} OR LESS, .CENTER
OF -SHAFT MAY BE LOCATED. PER NOTE 2,
2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER Qi IS 1200 mm t4$'i OR LESS. I N WHICH CASE
. PLACE E BARS. SYMMETRICALLY AROUND SHAFT AT 45° 1rYlTH CENTER LINE
AND OMIT J BARS,
3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN
ON THE PROJECT DRAWINGS,'
A. D2=24QCi mm (96'1 OR LESS, L=1.7 m {5'-6'1, P=130- mm {5'}
B. D2 OVER 2400 mm (96`).'L=1.8 m II6'--0'l. PC 210nim t$'?
t� MAY 3E INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE
ENDS. WHEN L GREATER THAN THAT SHQY1f'N ABOVE IS SPECIFIED, D BARS
SHALL 6E CONTINUED 150 mm (6") OC.
4, STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER
LINE OF SHAFT._, ELEVATIONS ARE SHOWN AT CENTER ,INE OF SHAFT AND w
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 44 mm {I 1/2'} CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
6. FLOOR OF MANHOLE SHALL 8E 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
I 8E PLACED AT SPRING LINE.
S. THICKNESS OF TIKE. DECK. SHALL VARY WHEN NECESSARY. TO PROVIDE A
I LEVEL SEAT BUT SHALL NOT 8E LESS THAN THE TABULAR VALUES FOR.F
d SHOWN ON TABLE. SH. 2.
i
9. D BARS SHALL BE I5M(+4) FOR Q2=975 mm(39') OR LESS. I5M(+5) FOR
021054 mm (42') TO 2100 mm {841}' INCLUSIVE AND 20M1•6) FOR
D2=2250 mm {901} OFr OVER. -
10. CENTER LINE- OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
SPRING LINE UNLESS OTKERWISE SHOWN.
II. STEPS SHALL CONFORM TO STANDARD PLAN 833 OR 636 UNLESS OTHERWISE
SHOVItN, STEPS SHALL BE UNIFORMLY SPACED 350. mm: i1411 TO 375 mm (15') OC.
THE LOWEST STEP -SHALL NOT BE MORE THAN 600 mm (244) 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 1S 90(? mm (368) TO 1050 mm i42'f
INSIDE DIAMETER AND .THE MAIN LINE RCP UPSTREAM IS $25 mm t33'y OR
LESS STANDARD PLAN 321 SHALL SEUSED.
PUBLICWORKSASSU�lATiON80UTNERN CALIFORNIACHAPTER AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
.
METRI v
MANHOLE
OLE PSP E TO PIPE MAIN LANE 320 '�
!f
ID 900 rrii�n 36 O R LA►RG E R SH �E T3 F�
STAND�►Ro PLAN
IGMETR�PTPIPEINLtHNtLEPEC)MAEANHO3012ARDER`
A`.
R
GER
ARGERAIYERICAN
i Q 900 r� m 3
SHEET 2 OF 4
Q
B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR
E4E1AL TO I/2 THE INSIDE Qt AMETER 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 8E CONSIDERED T4 BE THAT INHERE THE EXTENDED CENTER
LINE bF THE LATERAL .ENTERS THE MANHOLE.
C. IN N4 INSTANCE MALL _THE INSIDE DIAMETER OF THE LATERAL TO
THE MANHOLE .6E GREATER THAN 750 mm (300).
13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 634
UNLESS OTHERWISE SHOWN..
14, MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
15. WHERE A MANHOLE SHAFT -• 900 mrrt {36'} WITHOUT REDUCER 1S SPECIFIED
REFER TO STANDARD PLAN 326.
IS. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (364) WITHOUT REDUCER f5
SPECIFIED REFER T4 STANDARD PLAN 329.
18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACT EgUAL VALUES. 1F METRIC VALUES ARE USED, ALL VALUES. USED
FOR CONSTRUCTION SHALL:BE METRIC' VALUES, EXCEPT REINFORCING.BAR
SIZES IN ENGLISH UNITS MAY 8£"S.UBSTITUTEO FOR METRIC BAR SIZES.
IF ENGLISH UNITS ARE USED, ALL VALUES .USED FOR CONSTRUCTION SHALL
8E .ENGLESH UNITS,
THE FOLLOWING STANDARD "PLANS ARE INCORPORATED HEREIN=
324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER
326. MANHOLE SHAFT.-- 9.00 mm (360) WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT •- WITH ECCENTRIC
329 PRESSURE MANHOLESHAFT 914 mm (360} WITHOUT .REDUCER
Sia SIO mm i24'} MANHOLE FRAME aNt) COYER
633 914. mm t36'} MANHOLE FRAME AND -COVER
535 STEEL STEP.
536 POLYPROPYLENE PLASTIC STEPMilt
AMERICAN ERIC
AN` PUBLIC O
W RK
S ASSOCIATION.-. A
SOUTHERN. C
ALIF4
R CHAPTER:
HA T
PER
STANDARD PLAN
,, ETRIC
MANHOLE E
M
L
PP
� E Ta
PiP
E
AI
H LINE
_ 320: _ 1
900
:.mm
..(36." ;
/� /� N F
OR l
Q�p�ESS
BASIS OF BEARINGS LEGAL DESCRIPTION OWNER/DEVELOPER SOIL ENGINEER �
THE BASIS OF BEARING IS BASED ON THE WESTERLY `i' '• • 4 rn
BEING A SUBDMSION OFA ALBUS-KEEFE AND ASSOC., INC. o�
LINE OF THE NORTHEAST QUARTER OF SECTION 23, CENTEX HOMES
PORTION OF THE SOUTHEAST 1/4 1265 CORONA POINTE COURT 1011 N. ARMANDO STREET
TOWNSHIP 1 NORTH RANGE 6 WEST S.B.M. AS SHOWN
' OF SECTION 14, TOWNSHIP 1 NORTH, CORONA, CA 92879 ANAHEIM CA 92806
ON FINAL TRACT MAP NO. 13750, BLED IN BOOK 250, � CIVIL �
�� 6 WEST SAN BERNARDINO I' �
AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFRCE PHS (951) 279-3000 PHS (714) 630-1626 9�
MERIDIAN, COUNTY OF SAN FAX (951) 279-2100 FAX (714) 630-1916 OF CA1.�F�� 1
OF THE COUNTY RECORDER OF SAN BERNARDINO
BERNARDINO.
COUNTY, BEING NORTH 00'30'24' WEST.
BENCH MARK: REV. REVISION DESCRIP110N DATE ENGR. CITY DATE SEAL -ENGINEER
AtA CITY OF FONTANA, CALIFORNIA
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q�°FEssi
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT A I COYOTE CANYON
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL � ARIc M. TORREYSo � E � � I � � E R.I Ill � DRAWN BY -
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 STANDARD
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, STANDARD PLAN
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 No, ssose 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. AS SHOWN
DIAL D AILS
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH TWO W❑RKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � Exp. os -so -os � PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: � DATE:
BEFORE DAYS BEFORE A.T. AUGUST 2005
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND //7
Y ❑ U DIG C IL PREPAR D BY: ARIC M. RREYSON R.C.E. N0. 66068 APP VED BY•
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD STANDARDS IN EFFECT. qTF CHECKED BY: DRAWING NO.:
TOLL FREE 1-800-227-2600 pF VCA�\�o� EXP. TE: -30-0 20
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". C.V.A. • z •O
NAVD - A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT .wL DATE: � D 3803
88 1508.56 (FEET) � 28
p�coRD v�A 0//0-5//(
t u�iMo / 05��( CITY
S EET4O 4
A`.
R
GER
ENGIN R.C.E. 51152 DATE: