HomeMy WebLinkAbout3429-811. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAIN LINE = 825 mm (331) INSIDE DIAMETER OR LESS. (EXCEPTION -
IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (361
TO 1050 mm (421 INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS
825 mm (331) OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS
NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm
(361 IN DIAMETER.
S. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE
CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE
OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm 48.1
THICK TOP OF THE MANHOLE CHAMBER. MEASURED VERTICALLY FROM
THE END OF THE RCP. SHALL BE A MINMUM OF 150 mm (60).
C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED
MINIMUM DISTANCES CANNOT BE MAINTAINED. THEN ONE OF THE
FOLLOWING ALTERNATE SOLUTIONS MUST BE USED.
1. PROVIDE A SPECIAL STRUCTURE.
2. PROVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS
MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE
JUNCTION STRUCTURE OR TRANSITION STRUCTURE.
12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
14. WHERE A MANHOLE SHAFT - 900 mm (36.) WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 336.
15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT REDUCER
IS SPECIFIED REFER TO STANDARD PLAN 329.
17. 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 (360) WITHOUT REDUCER
630 610 mm (24") MANHOLE FRAME AND COVER
633 914 mm (361) MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUKJC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PUN
321 -1
WEET3OF3
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE
ID'S 825mm 33 OR SMALLER
BASIS OF BEARINGS:
THE NORTH LINE OF THE SOUTHEAST 1/4 OF
SECTION 23 TAN R.6W S.B.M. SHOWN AS
N89059'18"W PER AMENDING TRACT MAP
N0.,13750 M.B. 250/48-66
13+00
LEGAL DESCRIPTION: OWNER/DEVELOPER
BEING A SUBDIVISION OF A PORTION
OF THE EAST 1/2 OF THE CENTEX HOMES
SOUTHEAST 1/4 OF SECTION 23, 2280 Wardlow Circle, Ste 150
TOWNSHIP 1 NORTH, RANGE 6 Corona, CA 92880-2896
WEST OF THE SAN BERNARDINO Ph: (909) 279-4000
BASE AND MERIDIAN, IN SAID Fax: (909) 273-2100
COUNTY.
BENCH MARK:
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
NAVD 88 -1508.56 (FEET)
-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
12+00
10+00
±C
DETAIL 'N" PLAN
(RINGS ANe COVFR NOT SHOWNI
B
-
O '
♦'
EDGES TO BE ROUNDED
321-1
,`MAIN
Ilxv iNs :-
TO 75 mm (31 R
AND COVER PER PER $T0. PLAN 324
300
SHEET 1 OF 2
12
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-
OMIT THIS STEP
aso IS 120 41/2
R• ID
800 24 140 S 1/4
(24•)
OF SPUR
-
_j
10
SO mm (6')
1050
_
MIN.
►
71/2
ALL STEEL REINF. 15M
o
_
0 IGD m 04 0 41) OC
10+00
±C
DETAIL 'N" PLAN
(RINGS ANe COVFR NOT SHOWNI
430 mm (181
M
SEE NOTE I
STREET GRADE
25 ••n 125 •m
(S'xl•)
RING SEAT
W
Nm
N
W
a ,a
QO
x =
W
ti tV
SECTION C -C
100 •xn (4.1-1 U2T-200 •x• (8') 100 mm (4 1.
200 mm (8')
200 M0 (8•
OPTIONAL BOTTOMSEE NOTEINTS.
SECTION 13-13 TABLE OF VALUES FOR M (SEE NOTE 1)
SECTION PAVED STREET WtPAVEO STREET
MAX. WN. MAX. MIN.
A -A 887 12'-10
C -C 282 m 111•1 1217 mm IS 1/21) 1410 m (16•) 1 360 ma (15')
AMERICAN PUBLIC. WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
.PLAN
-
�'"I1P`""
(SHAF7.NOT SHOWN)
STREET GRADE MANHOLE FRAME CONCRETE RINGS
321-1
,`MAIN
Ilxv iNs :-
SHEET, OF 3
AND COVER PER PER $T0. PLAN 324
300
SHEET 1 OF 2
12
STD. PLAN 630
4
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OMIT THIS STEP
aso IS 120 41/2
W
800 24 140 S 1/4
(24•)
IN PAVED STREETS -
-
_j
10
975 39 ISO 7
1050
MANHOLE
m
190
71/2
c
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E
E
0
N
SHAFT 225 m (9-1--
=
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N
1125 45 200 7 3/4
1200 49 210 a
1275 SI 220
PER STD. 400 mm 061 FOR.
EW
ISOO 60 230
KIOI/14
I575 83 280
1650 66 260
172589 2e0
PLAN 324 PAVED STREETS.
O
NET
2250
90
900 mw l -3'-O•) 650 mm (2'-2')
13 1/4
8
`EE
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a
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N
S
E
OE
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2400 ee 360 14
STREETS FOR UN-
2700 loe 410 16
'n
3000 120 440 17
3150 126 440 17
3300 132 450 17 1/2
PAVED STREETS I
3600 144 480 la
•«= i5•)
125 mm x SO mm (51x2') PIPE SEAT
Im '1
T
0 •re (3•-6•
ROUND EDGES
..,
OF INLETS
x
25 •rn (S•I
ROUND EDGES
M
r
15 mnl
I(/2.
INLET ELEVATION
APPLIES AT THIS
POINT
SECTION
A -A
STATION
LINE
900 mm (3'-0')
200 mm (81-, _
430 mm (181
M
SEE NOTE I
STREET GRADE
25 ••n 125 •m
(S'xl•)
RING SEAT
W
Nm
N
W
a ,a
QO
x =
W
ti tV
SECTION C -C
100 •xn (4.1-1 U2T-200 •x• (8') 100 mm (4 1.
200 mm (8')
200 M0 (8•
OPTIONAL BOTTOMSEE NOTEINTS.
SECTION 13-13 TABLE OF VALUES FOR M (SEE NOTE 1)
SECTION PAVED STREET WtPAVEO STREET
MAX. WN. MAX. MIN.
A -A 887 12'-10
C -C 282 m 111•1 1217 mm IS 1/21) 1410 m (16•) 1 360 ma (15')
AMERICAN PUBLIC. WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
BFEET2DF3
MANHOLEPIPE TO PIPE- ONE OR BOTH
�'"I1P`""
MW
UNE ID'$ 825rrurt OR WALLER).
321-1
,`MAIN
Ilxv iNs :-
SHEET, OF 3
um WITH wrmoARD s0 t($FICATow rm PUBLIC womw coNSTRUcj
REV. I REVISION DESCRIPTION
(Rev. 3/29/99)
DATE I ENGR. I CITY I DATE
10+00
12+00
NOTES
1. .WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 667. n rn (2'-10 1/2') .FOR PAVED STREETS- OR 1060 mm (3'-61 FOR ,
,'." UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N".
DEPTH N MAY BE REDUCED TO,AN.ABSOLUTE LIMIT OF 150 mm (6-) WHEN
LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-6')
OR LESS.
2.. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-01.
BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT
BE LESS THAN THE'MINIMUM SPECIFIED AND THAT THE REDUCER SHALL
BE USED.- FOR H ON SECTION C -C) SEE NOTE I.
3. L SHALL BE 1:2 m (4'-0') UNLESS OTHERWISE .SHOWN. L MAY BE IN-
CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY
CHANGE INLOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER.
4_ . T SHALL BE 200 mm (81 FOR VALUES OF H UP TO AND INCLUDING 2.4 m
(8'-00)•AND 250 ihn (101 FOR VALUES OF H OVER 2.4 m (8-00).
5. 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. SEE NOTE 3.
6. REINFORCEMENT. SHALL CONFORM TO ASTM A 6t5M. GRADE 300(ASTIII A 615.
GRADE 40).. AND SHALL TERMINATE 40 ruin -0 1/2-11 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
KAY 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 200 mm (89).
10. STEPS SHALL_ CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14-) TO 375 mm (150) OC.
THE LOWEST STEP SHALL --NOT BE MORE THAN 600 mm (240) ABOVE THE LEDGE
AT THE SIDE OF THE MANHOLE.METRIC
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
MANHOLE PIPE TO PIPE ONEOR BOTH MAIN LINE 321-1
- -ID'S $25mm 33 ORSHEET
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.
R6GOR0 ORgwtNGX
13+00
t LATERAL /
CONNECTOR PIPE
IOM04S0 mm
(•3 OR •4q8'OC
ROUND EDGES TO RADIUS
OF APPROXIMATE ID OF
LATERAL. MAXIMUM �
900 mm (361 0p
F
A a B BARS-----
E MAIN LINE -� 1 NOTE 8
TABLE
FOR DIMENSIONS
AND
STATION -J
("
BFEET2DF3
BAR SIZES
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.
R6GOR0 ORgwtNGX
13+00
t LATERAL /
CONNECTOR PIPE
IOM04S0 mm
(•3 OR •4q8'OC
ROUND EDGES TO RADIUS
OF APPROXIMATE ID OF
LATERAL. MAXIMUM �
900 mm (361 0p
F
A a B BARS-----
E MAIN LINE -� 1 NOTE 8
TABLE
FOR DIMENSIONS
AND
STATION -J
("
340 - 1
SHEET 2 OF 2
BAR SIZES
(min)
D2
OR
B
(INCHES) (minl
F
OR
T
(INCHES)
�
ood
t
�
300
SHEET 1 OF 2
12
IID
4
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375 IS 110 41/4
aso IS 120 41/2
323 21 130 S
800 24 140 S 1/4
875 27 140 S I/2
730 30 160 6
025 33 160 61/4
800 36 ITO 61/2
975 39 ISO 7
1050
42
190
71/2
c
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E
0
N
c
g
E
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•+
=
�
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N
1125 45 200 7 3/4
1200 49 210 a
1275 SI 220
1350 54 230
1423 sT zaD
ISOO 60 230
KIOI/14
I575 83 280
1650 66 260
172589 2e0
Isoo 72 leo It
1930 76 300 II 3/4
ztoo 84 320 121/2
2250
90
340
13 1/4
8
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E
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t
N
�
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n
a
O
N
S
E
OE
N
2400 ee 360 14
zsso 102 too Is 1/2
2700 loe 410 16
2e50 114 420 16 1/2
3000 120 440 17
3150 126 440 17
3300 132 450 17 1/2
3430 138 450 17 I/2
3600 144 480 la
STATION PT.J
1 0
y �
N' M
D BARS
PLAN
N'
EDGES`
mm t3'T'R
P
STATION
(•3 OR M).
NOTE 4,
(03
04)
15MO450 mm II
BOTH WAYS, TO BE USED WHEN
D2 IS ISOO mm (60•) OR MORE
LONGITUDINAL SECTION
0 BARS � IOM (03
F- A BARS .�I OR •4)
F BARS \
P IOM0450 mm
m ---� 03 OR •4 8 BARS
ole•) oc 1
ELEV. R ELI V. S
Islwoaso mm 0401e1 OC.
BOTH WAYS. TO BE USED
WHEN B IS 1300 mm (601
�
OR MORE
E MAIN LINE
SECTION N' -N•-N'
PROJECTED ON M -M -N'
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE TRANSITION STRUCTURE METRIC STANDARD PUN
LIC
PUBWORKS STANDARDS INC.. PIPE TO PIPE 340-1
caeEENeoolc cc1,�-rFe
1992
Rte. 1995
NOTES
I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, A, SHALL
NOT EXCEED 5045'.
2. VALUES FOR A. B. C. DI AND D2 ARE SHOWN ON THE PROJECT
DRAWINGS. ELEVATION R AND ELEVATIONS 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 (I I/2-) CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL
BARS SHALL BE IOM Q 450 mm (.3 OR 94 t? 181 OC OR LESS.
5. ELEVATION S 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 LINE A 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.
8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE, UNLESS
OTHERWISE SHOWN ON THE PROJECT DRAWINGS.
9. WHEN THERE IS NO SPUR REQUIRED, A & 8 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
340 - 1
SHEET 2 OF 2
PIPE TO PIPE
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
PROFILE SCALES
HORIZ.: 1 "=40'
VERT. : 1 "=4'
LINE. ELEVATION R SHALL BE SHOWN ON
PROJECT DRAWINGS OY WHEN STUB IS TO BE PROVIDED IN MAIN00
LINE FOR FUTURE CONSTRUCTION OF INLET PIPE.
II. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (259.
IF THE COYER EXCEEDS 7.5 m (251 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 PIAN
TRANSITION STRUCTURE METRIC
SEAL -ENGINED?
121:11117 Mall & Ebremm,
ESS/ -Inc.
Hulz 00V A Civil Engineering -Planning •Surveying -Public Works
DRAWN BY:
9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 TRM
0� = No. 31681 i � PREPARED UNDER THE SUPERVISION OF: DESIGNED BY-
* Exp. 12/31/04
TRM
��P
��91E, CIVIL CKED BY:
OF CAFE �i/ `l �aLA^''.�� ✓C? � 1 (p'O�
I
HAROLD GARCELON, P. 31681 DATE RDC
r
340 - 1
SHEET 2 OF 2
PIPE TO PIPE
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