HomeMy WebLinkAbout3863-24
10+00 11+00 PLAN 1 "= 40' 10+00
CONTRACTOR TO VERIFY LOCA TION AND ELEVA 77ON
PRIOR TO START OF CONSTRUCTION. SCALE IN FEET
0 40 80 120 160
1 1
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PLAN 300-2 ON SHT 3
150 mm (60) OC
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SHEET 4
O7
CONSTRUCT PIPE ANCHOR PER A.P. W.A.
STD.
PLAN 221-1(SEE THIS SHEET).
15
CONSTRUCT 10' WIDE X 60' LONG X. 7.5' DEEP
1
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ROCK INFILTRATION TRENCH (SEE SHEET .4).
ONTARIO, CA 91761
A 6 B BARS
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10+00 11+00 PLAN 1 "= 40' 10+00
CONTRACTOR TO VERIFY LOCA TION AND ELEVA 77ON
PRIOR TO START OF CONSTRUCTION. SCALE IN FEET
0 40 80 120 160
1 1
23
1��(1 22
57
NO TE SEE SHEET 4 FOR
MODIFIED C. B.
1
6
,Q 4 LAT. ti -1
2
1
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A- 32,12 ------_11 x\y� 1
N D 1=24' - �
D2=36' c�
co 56 WATER
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00
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PROP.,--' 15 <
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LINE TABLE
LINE BEARING LENGTH
L2 N36.32'10 "E 46.97
L3 N73.4338"W 22.97
AAAAALAAAAAAAA
TTS
PIPE
SLOPE(%)
Y:1000)
A= ,3/.4- -
Z
DISTANCE
(MAX.)
R= 24"
0/
C= 2.8LQ
O
CONSTRUCT 36" R.C.P. STORM DRAIN (D
NOMINEE
SHOWN ON PLAN).
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CONSTRUCT 24 " R.C.P. STORM DRAIN (D
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LINE TABLE
LINE BEARING LENGTH
L2 N36.32'10 "E 46.97
L3 N73.4338"W 22.97
AAAAALAAAAAAAA
TTS
PIPE
SLOPE(%)
Y:1000)
CONSTRUCT/ON NOTES:
Z
DISTANCE
(MAX.)
C)
O
CONSTRUCT 36" R.C.P. STORM DRAIN (D
LOAD
SHOWN ON PLAN).
2O
CONSTRUCT 24 " R.C.P. STORM DRAIN (D
LOAD
SHOWN ON PLAN).
O
CONSTRUCT M. H PER A.P. W.A. STD. PLAN
322-1
(SEE THIS SHEET).
O5
CONSTRUCT P.C.C. COLLAR PER A.P. W.A.
STD:
PLAN 380-2
O6
CONSTRUCT MODIFIED C.B. PER A.P. W.A.
STD.
PLAN 300-2 ON SHT 3
150 mm (60) OC
("W" PER PLAN) AND SEE DETAIL 4A ON
SHEET 4
O7
CONSTRUCT PIPE ANCHOR PER A.P. W.A.
STD.
PLAN 221-1(SEE THIS SHEET).
15
CONSTRUCT 10' WIDE X 60' LONG X. 7.5' DEEP
1
TIE BARS
ROCK INFILTRATION TRENCH (SEE SHEET .4).
ONTARIO, CA 91761
A 6 B BARS
CTATIAIt 6T N t
L-lN�'B-PER-DWG.-N(
DARY
\A/ �_ _ _ SHEET 5 OF �.L� 2
LINE TABLE
LINE BEARING LENGTH
L2 N36.32'10 "E 46.97
L3 N73.4338"W 22.97
AAAAALAAAAAAAA
TTS
PIPE
SLOPE(%)
Y:1000)
L
DISTANCE
(MAX.)
Z
DISTANCE
(MAX.)
100
3.65 m (121)
1,20 m (49
67-
--4.25 m (14')
240 m (8')
50.
4.90 in (161)
3.65 m 021
40
5.50 In (181)
5.50 m (18')
33
6.00 m (201
6.00 m (201)
.-AMERICAN.PUB.LIC_WORKS-ASSOCIATION - SOUTHERN -CALIFORNIA -CHAPTER-.----_-
PUBGC IMORKS STANDARDS INC.,
°REENB1KC°''
PIPE E ANCHORS
AND BACKFILL STABILIZERS
STA DAR
METRIC LAN
221 1
2.75 m (91)
2'1
-
REv.lssv
SHEET i OF 2
USE wyrH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
2 REDW000
v 1 BOARDS \
E OO ITm x 100 mm 1 ++IS mm ( 1
a 1 TRENCH (4• x 41) REDWOOD POST 1
1 I OR 51 mm (2•) GALY. PIP
1 I 1-- -- --_ -I
PIPE I TRENCH WALL 1 1
1 I --EMBED IN ANCHOR OR PIPE I I
PRE -EMBEDDED SLEEVE -",.A ; I 1
1 CONCRETE 1 i o
ANCHOR
.---------•�----) I
ALTERNATE I ._-. j
ALTERNATE 2
SECTION C -C
cROVti� Y
-BACKFILL
STABILIZERS
♦J PI p� I L�...�
C X
ELEVATION
BACKFILL STABILIZERS
TABLE B
GROUND SLOPE TABLE B
X' I Y(MAX.)
=1
1.5 m (59
I 1/2tI
2.75 m (91)
2'1
3.65 m (12')
21/2:1
4.9 In (161)
3'1
6.0 In (201)
NOTES:
I. REDWOOD BOARDS SHALL BE 50 MITI x 300 mm (2 IN. x 12 IN.) WHERE DEPTH OF COVER
OVER PIPE PERMITS. OTHERWISE USE 50 mm x 250 mm (2 IN. x 10 IN.)
2. REDWOOD BOARDS SHALL BE PLACED ON THE HIGH GROUND SIDE OF THE POSTS.
3. EACH REDWOOD BOARD SHALL BE FASTENED BY USING 2-16d NAILS TO EACH
REDWOOD POST OR A 10 mm (3/6 IN.) BOLT AND NUT WITH WASHERS TO EACH
GALVANIZED PIPE. ALL HARDWARE SHALL BE GALVANIZED.
4. TRENCH BACKFILL SHALL BE CONSOLIDATED BY MECHANICAL COMPACTION. IN LIEU
OF MECHANICALLY COMPACTION, SOIL CEMENT MAY BE USED. HOWEVER, THE TOP
300 mm (12 IN.) OF BACKFILL SHALL BE NATIVE SOIL. MECHANICALLY COMPACTED.
5. SPACING OF STABILIZERS FOR GROUND SLOPES BETWEEN VALUES SHOWN IN TABLE
'B• MAY BE PROPORTIONED.
6. THE CONTRACTOR MAY. AT HIS OPTION, SUBSTITUTE DOUGLAS FIR FOR THE REDWOOD
PROVIDED IT HAS BEEN TREATED WITH PRESERVATIVES.
STABILIZERS,
-AMERICAN PUBLIC WORKS ASSOCIATION=•SOUTHERWCAL•IFORNIA CHAPTER
sTANDARDPIAN
221 - 1
SHEET 2 OF 2
PIPE ANCHORSMETRIC
AND BACKFILL STABILIZERS
CURVE TABLE
�t q
CURVE DEL TA RADIUS LENGTH TANGENT
C1 14.34'41 " 45.00 11.45 5.76
C2 71 '53'08 22.50 28.23 16.31
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIP77ON
'►N 1 ,oIekC.0Zo OAA"11^14
1. -15M(0) J BARS.
�t q
m '
1.4 m (4'-S'} LONG,
GRADE
75 mm (3') OC CONTINUE
F DI F
ADDITIONAL BARS
-
150 mm (61 OC TO INSIDE
STD. PLAN 630
EDGE OF MANHOLE
a /
STATION
125 mm x. 50 mm (5'x
D BARS
20) PIPE SEAT
BARS
`
3-D BARS. 75 mm
Prepored Under The Supervision Of
i
(30) OC CONTINUE
.
150 mm (60) OC
4-20M(*6) E BARS
SEE NOTE 3
3 No. 36637 c
IOM a 450 mm (•3
760-A S. ROCHESTER AVENUE
OR 94 0 11911) OC
1
TIE BARS
ONTARIO, CA 91761
A 6 B BARS
CTATIAIt 6T N t
I
I D2
PLAN
(SHAFT NOT SHOWN)
F BARS
TIE
BARS-
T.
�rT7-
SECTION G -G
OMIT THIS STEP IN
PAVED STREETS
H BAR
150 mrn (66)�
400 mm (160) FOR PAVED
STREETS,
FOR UNPAVED STREETS-'
150 mm {6•
TIE BARS
ROUND TO 75 mm (31 R
OPTIONAL FILLET
Oe
T (L SPUR
150 mm (6')
ANY STANDARD
PIPE JOINT
d �Q
y
_y
M R=1D
OF SPUR *
WITH A MAX.
OF 1050 mm
(3'-6')
MANHOLE
SHAFT
PER STD.
PLAN 324 -
STEPS -
24 -STEPS
125mmx50
(5'x2')
PIPE SEAT -
ELEV. S
1.2 m OPTIONAL
(4'-0') OUTSIDE
EDGE OF
r CONCRETE
Ct �'C
L 4-15M(64) H
BARS 900 mm
(3'-0') LONG
DETAIL
(RINGS AND COVER NOT SHOWN)
SEE NOTE 2
i A BARS ' 125 Allo
Own (5 ELEV. R (50) to
B BARS
T y .+
15M 01 450 mm 04 0 181)
O)F-
OC BOTH WAYS. TO BE
15M 0 450 mm (04 Q 180) OC USED WHEN 8 IS 1500 mm
BOTH WAYS. TO BE USED (600) OR MORE
WHEN D2 IS 1500 mm . (60'1
OR MORE
SECTION N -M -P -O
CONCRETE RINGS PER
STD. PLAN 324
123.5 mm
STREET GRADE
w 125 mm x 25 mm (50 x 10)
-i R ING SEAT
�~ 150 mm (61)
H BAR
0
�' m 24
VARIABLE
E BARS
TIE BARS
F F J BARS
75-ROUmm 3ND ) ER TO
T Tyr
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
T
MANHOLE PIPE TO PIPE
GRADE
PUBLIC WORKS STANDARDS INC.,
GREENBO COfAI11Tf fEE
MANHOLE FRAME
322-1
AND COVER PER
W
STD. PLAN 630
J
SHEET 1 OF 4
to
g H
ELEVA TION: 1 1428.609
D BARS
W
BARS
m
/TIE
ABARS
Prepored Under The Supervision Of
/ \ TIE ,
i A BARS ' 125 Allo
Own (5 ELEV. R (50) to
B BARS
T y .+
15M 01 450 mm 04 0 181)
O)F-
OC BOTH WAYS. TO BE
15M 0 450 mm (04 Q 180) OC USED WHEN 8 IS 1500 mm
BOTH WAYS. TO BE USED (600) OR MORE
WHEN D2 IS 1500 mm . (60'1
OR MORE
SECTION N -M -P -O
CONCRETE RINGS PER
STD. PLAN 324
123.5 mm
STREET GRADE
w 125 mm x 25 mm (50 x 10)
-i R ING SEAT
�~ 150 mm (61)
H BAR
0
�' m 24
VARIABLE
E BARS
TIE BARS
F F J BARS
75-ROUmm 3ND ) ER TO
T Tyr
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
MANHOLE PIPE TO PIPE
STANDARD PLAN
METRIC
PUBLIC WORKS STANDARDS INC.,
GREENBO COfAI11Tf fEE
LARGE SIDE INLET)
322-1
19
1982
ALONG THE CL SUMMIT AVE
OF SAN SEVA/NE RD., 2.65 M/ WEST
Rev. 1996
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
D BARS-.
ROUND EDGES
TO 75 mm (30) R
�+--- 1E SHAFT
E I 125 mm x 50 mm (5' x2')
E PIPE SEAT
oNl tL D BARS
IIP
700 I
ELEVATION ( I
LONGITUDINAL SECTION
TABLE Or VILUES FOR M SEE NOrE 2
SECTION PAYED STREET UNPAVED STREET
MAX. MIN MAX. I MIN.
N -M -P -O 867 mm 2'-(O 1/2• 1060 mm 31-61
C -C 282 nwn (110) 1217 mm 18 1/2' 410 mm (160) 1380 mm ( 5.)
MITI
AMER
CAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
322-1
MANHOLE
PIPE TO PIPE (LARGE SIDE INLET)
BRASS CAP /N THE CONCRETE BASE OF
THE BRG. N089.59'31 "E
SHEET 2 OF 4
DA 7F ENGR. ciTY DATE SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A
D/L/GENT MANNER, THE CITY ENG/NEER MAY REQUIRE
REVS/ONS TO THE PLANS TO BR/NG THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT.
%JFAJF/1/P-//- 4797•��•�r
NOTES
I. VALUES FOR A. B. C, DI, D2, ELEVATION R AND ELEVATIONS 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 1/28) FOR PAVED STREETS OR 1060 mm (3'-69) 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 (482) 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 IS 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 (5') FOR D2=2400 mm (960) OR LESS AND 200 mm (80)
FOR D2 OVER 2400 mm (961).
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615.
GRADE 40), AND SHALL TERMINATE 40 mm 0 1/21 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.
Il. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (140) TO 375 mm (150) 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-
QUATE. MAIN LINE = 900 mm (360) INSIDE DIAMETER OR LARGER.
B. LATERAL = 300 mm (120) TO 3600 mm (144") INSIDE DIAMETER: HOWEVER.
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
THE MAIN LINE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRMANHOLE
322-1
SHEET 3 OF 4
PIPE TO PIPE LARGE SIDE INLET
M ( )
BENCH MARK. • # 8-17
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 (361) 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 (36") 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. 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
EREIN=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 (360) MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
RECORD DRAWING
QFtOFESS/p��\` ;
w a N0. 58020
a a
OF A0 -�
P R. HUDDLESTOK RCE
I R V I 1*T TE T i T C
F'U�NNIn9� •• ENG::L\IEE�f!1`: - ;•S.�G'.'•:!i::t__�lG:
2900 Adams Street, State A-15 -Riverside, CA. (951)352-7200 Ph. (951)352-8269 Fax
2900 ADAMS ST STE., A-15, iKt1VERSID!_., CA.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
322-1
BENCH MARK. • # 8-17
BASIS OF BEAR/NGS:
BRASS CAP /N THE CONCRETE BASE OF
THE BRG. N089.59'31 "E
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 M/ WEST
ALONG THE CL SUMMIT AVE
OF SAN SEVA/NE RD., 2.65 M/ WEST
AS SHOWN ON 77? NO.
16427-1, M.B. 29617--11.
OF SIERRA AVE.
ELEVA TION: 1 1428.609
Prepored Under The Supervision Of
QR�IOiy
PREPARED IN THE OFF/CE OF
MADOLE AND ASSOCIATES, INC.
3 No. 36637 c
760-A S. ROCHESTER AVENUE
Exp: 06-30-06
ONTARIO, CA 91761
PHONE (90 937-9151
C l V 1
0 CAL\F
KDa to 11.1-4_�j
Go
_9Cr 3667 EXP. 6 -3b -O
WENDELL L. I WA TSURU
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 (361) 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 (36") 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. 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
EREIN=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 (360) MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
RECORD DRAWING
QFtOFESS/p��\` ;
w a N0. 58020
a a
OF A0 -�
P R. HUDDLESTOK RCE
I R V I 1*T TE T i T C
F'U�NNIn9� •• ENG::L\IEE�f!1`: - ;•S.�G'.'•:!i::t__�lG:
2900 Adams Street, State A-15 -Riverside, CA. (951)352-7200 Ph. (951)352-8269 Fax
2900 ADAMS ST STE., A-15, iKt1VERSID!_., CA.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
322-1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
SHEET 4 OF
cn
a
Z
O
C/T Y OF FONTANA, CAL/FORN/A
STORM DRAIN IMPROVEMENT PLANS
DRAWN BY SCALE.•
DJ L E "N" AS SHOWN �N
DESIGNED BY__7 /q C 16869 DATE' N
CFB'01 OCT 2005
ItHECKED BY APP 0VED B . ' DRAWING NO.
l Z •�� z
0 C4 scL •� 3863 4
CITY ENG19EEff R. C. E. 51152 DATE
J:\126-2001\storm\sd02.dwa. 12/7/2005 11:09:27 AM. Gerry. Gerin