HomeMy WebLinkAbout1881-16I
3 2
' NORTH
15' -0"x8' -6"15' -0"x8' -6" -(MINIMUM INSIDE DIMENSIONS)
PRECAST CONC. VAULT BROOKS SERIES 900,
TRANSITION FROM SEE DETAIL "B" QUIKSET OR EQUAL, UPPER HALF ONLY.
RECTANGLE f0 ROUND PREFAB FIBERGLASS 6" TYP.
c� \ PARSHALL FLUME
SEE DETAIL "B"
9" MIN.:v. ' •• •o. � ' o ' • ' ' •p. ► • ► • �•• � a' • Q' • P ' •�•
_ FIBERGLASS
In 1111111
72" DIA. R.C.P.
5 AT 12" \ \ 66" DIA. R:C.P. SEE DETAIL
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—I — —
TE DIRECT] N GRATE DIRE TION EC
.:�j:' 30"0 CONCENTRIC M.H.
9" MIN. -' 11 OPENING (ABOVE)
#5 CONT. EXTENDED INTO D.' 1' • 4 : D. ' D.' 1' • s : ► '. 4';° ► ' ;° ' ' ► ' '. a :° ►
M.H. BASE AS SHOWN 4 1/2" CLR. ' I' ° I' ° ►' ° ° ° a :: TRANSITION FROM ROUND
TO SQUARE
(TYP.)
6" TYP. 2" THICK REMOVABLE FIBERGLASS
GRATING IN TWO 5' WIDE AND TWO
NOTE: 5'-0" 5'-0" 2'-6" 2'-6" 2'-6" WIDE SECTIONS OVER FLUME
INTERIOR SURFACES OF ALL CONCRETE: AND CHANNEL. PROVIDE SECTIONS
STRUCTURES SHALL BE PVC LINED. WITH S.S. CLIPS EXCEPT THE 2'-6"
SECTION OVER THE BUBBLER TUBE.
METER MANHOLE - PLAN VIEW BELOW ROOF
NOT TO SCALE
LIMIT OF BID ITEM No. 13
30" MANHOLE OPENING
SEE DWG C-18
a •'.p .e : ' a a: D
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• p4 Dom'
e • '. e
4
D D
D
eD s
AS
PRECAST SECTIONSSHALL BE °
DESIGNED FOR H-20 LOADINGS
° ' ° 8" MIN.
4 4
4
PROVIDE STACKING RINGS AS-- D 0 /
REQUIRED TO REACH GRADE - - 4 v
15'0"x8'-6" (MINIMUM INSIDE DIMENSIONS)
" PVC LINER
6'-0�'--
D -- - (TYP. PRECAST CONC. VAULT BROOKS SERIES 900,
3 15'-0" _ `O QUIKSET OR EQUAL, UPPER HALF ONLY.
SEE DETAIL „A„ _ , �, , » °D1' +I
1.' 12'-- 2 1/2 11 -4 1/2 1 --6 , o
--- -- - PROVIDE STACKING
DURADEK FIBERGLASS—
ANGLE FRAME 4 REQ'D
EACH SIDE
FRP WIDE FLA
6" WIDE x 6"
1/4" THICK B'
EXTEREN 625
DESIGN NOTE -
PRECAST WALLS SHALL BE CONSTRUCTED
TO SPAN BETWEEN THE WEST AND EAST
PIPE OPENINGS, AND SHALL NOT LOAD
THE WEST AND EAST WALLS.
80-62)
i
i
1
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i
S.S. CLIPS
/4" 2" THICK FIBERGLASS GRATING
WITH STAINLESS STEEL CLIPS
2"
1 %2'.'
DETAIL A
NOT TO SCALE _
4'-3"
4'-3"
2 -0 N
3'-0" 2'-0" 6'-4 1/2" p. MAX. Al
p, °
RINGS AS REQUIRED D °
D
4 D' �4 '
66 DIA. R.C.P.
p
.D e D .' P.
C ', 4 e 4. 4
MIN. - ' d
gin
REINFORCEMENT
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1
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S.S. CLIPS
/4" 2" THICK FIBERGLASS GRATING
WITH STAINLESS STEEL CLIPS
2"
1 %2'.'
DETAIL A
NOT TO SCALE _
3 9 LEVEL _-�- 0.38
- D D 1 D e-
►
4 \
-9" MIN. 14 #7 AT 12_"
STA. 51+85 #5 AT 12"
INV. EL. 886.60 #5 AT 12"
--- PREFABRICATED FIBERGLASS 5'-0" PARSHALL
#5 CONT. FLUME INSERTED W/ INTERGRAL S.S. BUBBLER TUBE.
POUR AGAINST- (EXTEND TUBE TO TOP OF FRP GRATING)
UNDISTURBED EARTH CAST IN PLACE— PLASTIFAB, FISHER -PORTER OR HINDE
ENG. OR APPROVED EQUAL. THE FLUME SHALL
BE CAST INTO THE BASE. FLUME SHALL BE LEVEL
WITHIN 1/4" OVER ITS TOTAL LENGTH. THE CONTRACTOR
SHALL BRACE THE FLUME SO THAT IT SHALL NOT DEFLECT
OR DEFORM IN ANY DIRECTION BY MORE THAN 1/16"
DURING POURING AND CURING OF CONC. BASE.
PEAK FLOW CAPACITY = 86.4 CFS - 55.8 MGD
MIN. FLOW CAPACITY = 1.6 CFS = 1.03 MGD
SECTION
NOT TO SCALE _
PROJECT ENGINEER PREPARED BY:
DESIGNED BY: M. P P �1
WILSON F. SO &ASSOCIATES, INC.
MICHAEL PODEG ACZ R.C.E. No. 45 DATE
I'AS-BUILT"DRAWING(PEA BUTIER ENGINEEKING,INC.) G124�90) T.W. 1/15/91 DRAWN BY: P. W. K 16018 TUSCOLA RD., SUITE 1, P.O. Box 368
SUBMITTED BY
�I -ADDED PRECAST CONC, VAULT NOTES MP.P 6-19-89 APPLE VALLEY, CALIF. 92307
CHECKED BY: W. F. SO �.�., � _ r 5 _8 (619) 242-2365
REV. REVISION DESCRIPTION BY DATE WILSON F. SO R.C.E. No. 21651 DATE
4 1/2 CLR.
(TYP.)- o'
2 -0 N
3'-0" 2'-0" 6'-4 1/2" p. MAX. Al
p, °
RINGS AS REQUIRED D °
D
4 D' �4 '
66 DIA. R.C.P.
TO REACH GRADE, e' ,
#6
#5 CONT. --\9"
MIN. - ' d
gin
REINFORCEMENT
#5
AT 12"
.
4 '.'
• D.' .
BY PRECAST D °'
2,-0�,
� _
-- - - \ J
STA. 52+00
MANUFACTURER. p� 1,-9„ 2,-6„ 2'-6�� 1,_9„ e°
» MAX.
72 DIA. R.C.P.
4
—
o INV. EL. 888.12
3., .D.' 1,-6„ 1.-6„ a: 31
:'.1' • D
`� �
4�-C (TYP,)
#7
AT 12"
D
D
q '
SOW >
FLUME CREST
SHALL BE ll
SEE DETAIL A
Lr
e .e q vC
• e e:
3 9 LEVEL _-�- 0.38
- D D 1 D e-
►
4 \
-9" MIN. 14 #7 AT 12_"
STA. 51+85 #5 AT 12"
INV. EL. 886.60 #5 AT 12"
--- PREFABRICATED FIBERGLASS 5'-0" PARSHALL
#5 CONT. FLUME INSERTED W/ INTERGRAL S.S. BUBBLER TUBE.
POUR AGAINST- (EXTEND TUBE TO TOP OF FRP GRATING)
UNDISTURBED EARTH CAST IN PLACE— PLASTIFAB, FISHER -PORTER OR HINDE
ENG. OR APPROVED EQUAL. THE FLUME SHALL
BE CAST INTO THE BASE. FLUME SHALL BE LEVEL
WITHIN 1/4" OVER ITS TOTAL LENGTH. THE CONTRACTOR
SHALL BRACE THE FLUME SO THAT IT SHALL NOT DEFLECT
OR DEFORM IN ANY DIRECTION BY MORE THAN 1/16"
DURING POURING AND CURING OF CONC. BASE.
PEAK FLOW CAPACITY = 86.4 CFS - 55.8 MGD
MIN. FLOW CAPACITY = 1.6 CFS = 1.03 MGD
SECTION
NOT TO SCALE _
PROJECT ENGINEER PREPARED BY:
DESIGNED BY: M. P P �1
WILSON F. SO &ASSOCIATES, INC.
MICHAEL PODEG ACZ R.C.E. No. 45 DATE
I'AS-BUILT"DRAWING(PEA BUTIER ENGINEEKING,INC.) G124�90) T.W. 1/15/91 DRAWN BY: P. W. K 16018 TUSCOLA RD., SUITE 1, P.O. Box 368
SUBMITTED BY
�I -ADDED PRECAST CONC, VAULT NOTES MP.P 6-19-89 APPLE VALLEY, CALIF. 92307
CHECKED BY: W. F. SO �.�., � _ r 5 _8 (619) 242-2365
REV. REVISION DESCRIPTION BY DATE WILSON F. SO R.C.E. No. 21651 DATE
SECTION 2
NOT TO SCALE
APPROVED BY:
C.B.M.W.D. — PRI JE MANAGER
DETAIL e
NOT TO SCALE _
d -
T- 5000 2"
S GRATING
'2" 0 FIBERBOLT
rA
a
2,- o„
LAP 9" MIN.
(TYP.)
--#5 CONT.
—8-#5
—#5 AT 12"
41/211
SECTION 3
NOT TO SCALE _
r
m®
f
1
DRAWING d
Q�oFESS/
-
Wilson F. So v
6 No. C 21, 651 m
Ci
Exp.
OF CA1-QFC
SCALE: SHEET 16
SHOWN CHINO BASIN MUNICIPAL WATER DISTRICT
AS
OF 18
DATE
WORK ORDER No. FONTANA INTERCEPTOR RELIEF SEWER PHASE II DRAWING NO.
1510-570RR METERING 'STRUCTURE C-15
D-4573-16
D
D
-
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D
4 D' �4 '
FRP WIDE
#6
AT 12"
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D;r
FLANGE
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req a
#5
AT 12"
.
4 '.'
• D.' .
) 1011. e
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4
FIBREBOLT
4 I D
q I D
#7
AT 12"
D
D
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JJ
4 •
e.
4 •4 �
D• .e .
s •
D q .e ; � qD s .
• o s. ,'
q
VARIES
FROM 14-23"
#5 AT 12"
SECTION 2
NOT TO SCALE
APPROVED BY:
C.B.M.W.D. — PRI JE MANAGER
DETAIL e
NOT TO SCALE _
d -
T- 5000 2"
S GRATING
'2" 0 FIBERBOLT
rA
a
2,- o„
LAP 9" MIN.
(TYP.)
--#5 CONT.
—8-#5
—#5 AT 12"
41/211
SECTION 3
NOT TO SCALE _
r
m®
f
1
DRAWING d
Q�oFESS/
-
Wilson F. So v
6 No. C 21, 651 m
Ci
Exp.
OF CA1-QFC
SCALE: SHEET 16
SHOWN CHINO BASIN MUNICIPAL WATER DISTRICT
AS
OF 18
DATE
WORK ORDER No. FONTANA INTERCEPTOR RELIEF SEWER PHASE II DRAWING NO.
1510-570RR METERING 'STRUCTURE C-15
D-4573-16
DRAWING d
Q�oFESS/
-
Wilson F. So v
6 No. C 21, 651 m
Ci
Exp.
OF CA1-QFC
SCALE: SHEET 16
SHOWN CHINO BASIN MUNICIPAL WATER DISTRICT
AS
OF 18
DATE
WORK ORDER No. FONTANA INTERCEPTOR RELIEF SEWER PHASE II DRAWING NO.
1510-570RR METERING 'STRUCTURE C-15
D-4573-16