HomeMy WebLinkAbout3857-81. -15M(•4) J BARS.
4q
1.4 m (4'-81) LONG.
j
75 um (30) OC CONTINUE F
.. DI F
ADDITIONAL BARS
1 95 few (s `
ISO mm (61) OC TO INSIDE
SHEET 1 OF 4
EDGE OF MANHOLE
B BARS
STATION
2o3 mm 8•
125 mm x 50 mm (5'x
,
21 PIPE SEAT • ,
yt
3-D BARS. 75 mm
15M 0 450 mm 04.0 181OC
(30) OC CONTINUE
4 -mm 1 •
130 mm (61 OC
(601 OR MORE
4-20M(x6) E BARS
.'WHEN D2 IS 1500 mm (601.
SEE NOTE 3
213 mm I 3/41
It T
IOM O 450 mm 03
280 mm (fit)
OR 04 O 113'1 OC
SECTION N -M -P -O
T,
ROUND TO 75 nvn (39) R
OPTIONAL FILLET
i SPUR
ISO lnrti+ (60)
-- ANY • STANDARD
PIPE JOINT
1.2 m OPTIONAL
(4'-00) OUTSIDE
EDGE OF
r CONCRETE
c (c
4-15104) H
BARS 900 mm
(30-02) LONG
IFI
DETAIL W.
.
(RINGS AND -COVER NOT SHOWN)
SEE NOTE 2
TIE BARS
A & 8 BARSSIATION PT. !
N t M•R= 1 0 STREET
STATIONI OF SPUR 3 GRADE
WITH A MAX. MANHOLE FRAME
OF 1050 colts AND COVER PER
F
D2 �F w STD. PLAN 630
MANHOLE'
PLAN PER STO.r. D BARS
(SHAFT NOT SHOWN) PLAN 324 W TIE BARS
STEPS v! F BARS
As _ u4 IEl'. �TtE BARS]
=1
F BARS
125 mm i 50 v
'--
TIE r
{3'x2.1
PIPE SEAT F j I.
A.SARS I 125 wn
BARS
1 95 few (s `
• ELEV. R
SHEET 1 OF 4
ELEV. S
B BARS
I
2o3 mm 8•
15M 0 450 mm 04 O 182)
215 men ( I/2•
<Z
OC BOTH WAYS. TO BE
SECTION G -G
15M 0 450 mm 04.0 181OC
USED- WHEN 8 IS 1500 mm
4 -mm 1 •
BOTH WAYS. TO BE USED
(601 OR MORE
0 0o
.'WHEN D2 IS 1500 mm (601.
1 eras
213 mm I 3/41
OR MORE -
280 mm (fit)
c� In
SECTION N -M -P -O
0 1
CONCRETE RINGS PER
0 0
OMIT THIS STEP IN
$TO. PLAN 324
355 mm (14.) .
PAVED STREETS
I �5. . STREET GRADE
•
H BAR
4, 125 mm x 25 mm (50
X I•)
150 mm (60)
�m RING SEAT
0)
430 em (17•
cV
445 mm (17 1/203
400 mm (161) FOR PAVED
150 mm (61)
s i
STREETS. 650 mrn (2'-2'
H BAR
2700 mm (10815-405
FOR UNPAVED STREETS
o
42 0 mm Tt6 1/2`
150 mm(610)",z4'
.-
,,,,•. . VARIABLE
3130 mm (126•)
TIE BARS
E BARS
o c
I mm (60)/--''
TIE BARS
3600 mm (144.)
I L
F F J BARS.
N �
ROUND EDGES TO
75 mm (30) R
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED SYTHE
MANHOLE PIPE TO PIPE
STAMETRC LAN
PUBLIC WORKS STANDARDS INC..
GREl:NBOOK COMMIi'IEE
(LARGE SIDE INLET
322 -1
REV. Im
0
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
w
STANDARD PLAN
METRIC
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
RECORDER OF SAN BERNARDINO COUNTY, BEING
NORTH 00°30'24" WEST.
300 mm (120)
CL
165 -mm
E
180 mm (71)
0
190 rnffi Of 1/2'
U
195 mm (7 3/401
I
2o3 mm 8•
S_
215 men ( I/2•
<Z
230 mm 90)
1425 nim
5 mm 1/40
3
4 -mm 1 •
1575 mm • 6 •
255 mm (100)
0 0o
260 mm (10 1/40)
1 eras
213 mm I 3/41
1860 mm
280 mm (fit)
c� In
300 mm II 3/40)
0 1
320 mm (12 1/20)
0 0
335 mm 03•!/49
N (n
355 mm (14.) .
I
395 mm (15 1/29
Ln cV
nim 160
N I
42 : mm16 1/21-
O
430 mm 170
0)
430 em (17•
cV
445 mm (17 1/203
3430 mm 1389)
443 mm (17 1/29
s i
455 mm (I •
� I-
2700 mm (10815-405
0
2850 mfn (11411)
42 0 mm Tt6 1/2`
3000 mm 1206)
r O
3130 mm (126•)
cn
I I
0 MM 132'
o c
3450 mm (1384)
cn 'v
3600 mm (144.)
I L
N �
I
D BARS-.
ROUND EDGES'
TO* 75 mm (3') R
�+- I. SHAFT
i 125 mm x 50: mm (5' x29)
PIPE SEAT
BARS
• � IIP
roo MITI
ELEVATION
C2 4l II •
LONGITUDINAL SECTION
TA LE OF 13ARS SIZES
op al a 1300 Aa6 DORF
rrm 4124-975 mm 13 • 15M 0 75 mm • • 15M O 150 mm (94 O 60)
1050 niers (429)-2100 mm (84.) M O 7 . 30 15M O 150 mm (•5 O 6•)
• • laa• • M mm(06-0-
TABLE
• •
a L ALU FOR Na
SECTION PAYED STREET UNPAVED STREET
MAX. MIN. MAX. MIN.
N -M -P -O 1867 mm '-10 1/ .) 1060 mm 31-60)
CSC -2 -02 -mm (it• 217 rneti (8 1/2•) 410 -mm-060) 380 nun (154)
TABLE OF VALUES FOR T
STANDARD PLAN
METRIC
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
RECORDER OF SAN BERNARDINO COUNTY, BEING
NORTH 00°30'24" WEST.
300 mm (120)
mfrs
165 -mm
975 MM
180 mm (71)
1030 mfrs (4 .l
190 rnffi Of 1/2'
1125 mm (451).
195 mm (7 3/401
1906 mm
2o3 mm 8•
1275 mm (510)
215 men ( I/2•
1350 MM
230 mm 90)
1425 nim
5 mm 1/40
1500 mm (60•)
4 -mm 1 •
1575 mm • 6 •
255 mm (100)
1650 4f 66•
260 mm (10 1/40)
1 eras
213 mm I 3/41
1860 mm
280 mm (fit)
1950 mm 780)
300 mm II 3/40)
2100 mm (840)
320 mm (12 1/20)
2250 nu» 900
335 mm 03•!/49
2400 nm (960)
355 mm (14.) .
2550 mm (1029)
395 mm (15 1/29
2700 mm clo8•
nim 160
2850 mm (1140)
42 : mm16 1/21-
3000
3000 mm 120'
430 mm 170
150 mm (126•
430 em (17•
3300 mm (1326)
445 mm (17 1/203
3430 mm 1389)
443 mm (17 1/29
360Q mm 144•
455 mm (I •
TABLE OF VALUES FOR T
STANDARD PLAN
METRIC
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
RECORDER OF SAN BERNARDINO COUNTY, BEING
NORTH 00°30'24" WEST.
300 mm (120)
100 snm 40)
375 mm 150)
110 mm 4 1/4'
430 mm (184)
115 mm 114 1/20)
523 men 210
125 mm (30
600 mm (240)
135 mm 115 1/40)
675 mm (279)
140 mm /
750 mm 300)
150 mm 60
825 mm 1133.1
160 mm (6 1/40)
900 mm (360)
165 mm (6-1/2-1-
61/20975
975mm (390)
180 men 70
1050 mm (42.1
190 mm 117 1/24)
1125 mm 45.1
195 mm (7 3/4.)
1200 mm.(400)
205 mm (84
1273 rnm 51• •
215 mm 8 1/2.1
1330 mm (54.)
230 mm (90)
1425 mm 5701
235 con (9 1/40)
1300 mm 5602
240mm 9 1/2•
1575 mm(63•)
253 nim (10.1
1650 mm 660)
260 mm (10 1/40
1723 mm (690)
273 mm 110 3/40
1800 mm 1729)
280 mm (1101 -
1950 mm
300 cors (11 3/4•)
2100 mm (844)
320 mm (12 1/26)
2960 mm 190•
335 mm 113 1/411)
2400' men (960)
358 mm (1411)
2530 nYn (1020)
395 enm (15 1/2-i-
2700 mm (10815-405
mm 066Y
2850 mfn (11411)
42 0 mm Tt6 1/2`
3000 mm 1206)
430 mm 170}
3130 mm (126•)
430 mm 1 •
0 MM 132'
mm 117 1/ •
3450 mm (1384)
44 mm I 1/ •
3600 mm (144.)
con n (1841
II3
AMERICAN PUBLIC WORKS ASSOCIATION :.SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
RECORDER OF SAN BERNARDINO COUNTY, BEING
NORTH 00°30'24" WEST.
MANHOLE PIPE TO PIPE .(LARGE SIDE INLET.)
322-1
SHEET 2 OF 4
O
NO -
co j a BASIS OF BEARINGS: LEGAL DESCRIPTION:
:
o BEARINGS ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14 AND A PORTION OF THE
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO
cl � T 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, MERIDIAN, COUNTY OF SAN BERNARDINO.
AS SHOWN ON AMENDING MAP OF TRACT NO 13750
L
L
1
cl)
I'-'
NE
00
N .-
to1
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
RECORDER OF SAN BERNARDINO COUNTY, BEING
NORTH 00°30'24" WEST.
BENCH MARK:
>N
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
LO N
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
N
6-0
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
0)
45
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
�
6
o
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
�I
Z Q)
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
c'o
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
a (n
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
N
0 °
NAVD 88 - 1508.56 (FEET)
M
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
RE -CORD 1�29W/�/G
OWNER/DEVELOPER I SOIL ENGINEER
Centex Homes
1265 Corona Pointe Court
Corona, CA 92879
Ph: (951) 279-3000
Fax: (951) 279-2100
DATE I ENGR. I CITY DATE
01/os/l!
ALBUS-KEEFE and ASSOC., INC.
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
Ph: (714) 630-1626
Fax: (714) 630-1916
NOTES
1. 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'-10 1/20) FOR PAVED STREETS OR 1060 mm (3'-61 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 (481 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 1S 1200 mm(480) 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 (50) FOR D2=2400 mm (96.). OR LESS AND 200 mm (80)
FOR D2 OVER 2400 mm. (96'). _.
6. 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..
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.
10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE. SHAFT SHALL BE
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 330 mm 049 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-
OUATE. MAIN LINE = 900 mm (36") INSIDE DIAMETER OR LARGER.
B. LATERAL = 300 mm (120) TO 3600 -mm (1441 INSIDE DIAMETER; HOWEVER.
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
THE MAIN LINE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER-
STANDARD IAN
METRIC
322-1
SHEET 3 OF 4
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
SSION,�F
� y
*Exp. 1311
CMS �
OF
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.
SEAL -ENGINEER
Q�OFESSIONq�
w ARIC M. TORREYSO
er No. 66068
Exp
.06-30-06
`9T CIV1�- ��\Q
F OF
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 (361) 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. c.XCEPT 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 (360) WITHOUT REDUCER
328 PRESSURE MANHOLE. SHAFT - WITH ECCENTRIC'
329 PRESSURE- MANHOLE SHAFT - 914 mm (36') WITHOUT
REDUCER
630 610 mm (241 MANHOLE. FRAME AND COVER
633 914 mm (361 MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PIAN
METRIC
322 = 1
SHEET 4 OF 4
MANHOLE PIPE TO PIPE (LARGE SIDE INLET).
CITY OF FONTANA, CALIFORNIA
AEI-ICASC 1 STORM DRAIN IMPROVEMENT PLANS
E 1\I G I ISI E E R I lG DRAWN BY: SCALE:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. AS SHOWN
PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY -ARD PLAN DETAILS DATE:
D.J.D. / o.. JANUARY, 2006
PREPARED BY: ARIC M. TO EYSON R.C.E. NO. 66068
EXP. TE: 0 -30-06 1 CHECKED BY: A Y' DRAWING NO.: 710 DATE: A.M.T. C�"l 38V
CITY ENGINEER R.C.E. 51152 DAT