HomeMy WebLinkAbout2576-261/4" 1/2" 1/4"
FIBERGLASS GUIDE FRAME
SECTION A -A
NTS
3/8" FIBERGLASS
ONE PIECE, WITH
8"X3" HANDHOLE
FIBERGLASS GUIDE
SHELF FRAME TYP 3 SIDES
D
CHANNEL
A A
MITERED CUT FIBERGLASS
JOINT FILLET TO MATCH
CHANNEL BOTTOM
STOP GATE
DETAIL A
EL=1090.73'
SHELF EDGE
EL=1084.83'
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30" VCP
FINISH GRADE
EL 1095.15'
0
U') T -HOOK
ON WALL
srrar�rsr -
CONCRETE
ENCASEMENT
SECTION
3
NOT TO SCALE
C-28
NOTE: BELLS OF CARRIER
PIPES SHALL BE STAGGERED
INV EL=1088.90 -
SHELF EDGE 12" PVC VENT PIPE
EL=1084.43' SET IN GROUT
I
INV EL=1081.83'/
STOP GATE,
SEE DTL 1
DOWNSTREAM SIPHON
MANHOLE X33
21" AND 10" (NOT SHOWN)
46P INV EL=1081.93'
S
27.80 Dip
-"5. - LF 21" eVetR`AND 10" (BEYOND)
Camp Dresser & McKee Inc.
8220 gevetend Avenue, 3iite 100
Ismillod-, I Rancho Cucamonga, Ceifmnia 91730
Tek (909) 573500
`pwwbjio Far (909) 980-5I85
MANHOLE STEPS
DTL D SHT C-27
T -HOOK ---"
SEE DTL
PVC LINER
SEE SPEC
06640
000
MANHOLE FRAME AND
COVER SEE DTL A SHT C-27
r ---EXISTING GRADE (TYP)
3" ADJUSTING
RING(S) (OPTIONAL)
PRECAST CONCRETE
MANHOLE SECTION
IV 1/2" SO. EPDXY COATED
TYPE 316 STAINLESS
STEEL T -HOOK (COATED)
T—HOOK DETAIL
(NTS)
CAST IN PLACE
CONCRETE
MANHOLE BASE
x-12" STRUCTURAL BACKFILL
SIPHON MANHOLE
SECTION 1
3/8" = 1'-0" C-28
NOTE: DOWNSTREAM MANHOLE SHOWN, UPSTREAM
MANHOLE SIMILAR BUT OPPOSITE HAND
TOLL FREE -qmmmp'w' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
INSTALL 34 LF
18" STEEL CASING
CENTERED OVER FEEDER
T=1/4"
4&
REV. REVISION DESCRIPTION
ESIP a1.I &5- gVtt.T r
rA
3' MIN COVER
8'-0"
HOOKS ON WALL V-6"
FOR STOP
12" GATE, 2 TYP 12"
17"
2' MIN 7
Z
MWD UPPER FEEDER
11'-8" I.D. PRECAST
CONCRETE PIPE • ..
INV EL=1075.6± OT 3
C
4-
r
•o
t
63" DIA T=5/8"
STEEL CASING
L0 z
N�
8'-0"
HOOKS ON WALL
12" FOR STOP 12„
GATE, 2 TYP
7"
MANHOLE
.. ABOVE
1-� FLOW
1 ff �—
- - ... air
-� rn
STOP GATE,
1 SIMILAR, BUT SEE DTL 1, THIS SHT.
OPPOSITE HAND
C-28 TO SECTION CUT
UPSTREAM SIPHON MANHOLE
.� . _ . .
0
%0
2
C-2
NOTES:
1. SHEETING AND SHORING PLANS FOR JACKING AND RECEIVING PITS
AND JACKING PLANS SHALL BE SUBMITTED TO MWD.
2. EXTEND REINFORCING BARS INTO CASING A MINIMUM OF 12 INCHES.
3. ALL EXCAVATION WITHIN TWO FEET OF THE MWD UPPER FEEDER
SHALL BE DONE BY HAND.
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MANHOLE
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ABOVE
FINISH GRADE
40.6cl Dip DIP
--,
EXISTING
�
EL 1095.88' +
r-
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GRADE
T -HOOK
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a
ON WALL
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PLUG ENDS OF CASING PIPE
N
12" SCH 80 PVC VENT
EL=1093.13'
SHELF EDGE
EL=1088.29'
I
FLOW
...
• � . :.` .
-{-
- `�
2
134.80 LF S=0.0178
- -
INV EL=1091.30'
co'
�
�
- - -
�
�21
-
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.....
INSTALL 12" PVC
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: .
30" VCP
°'
21" AND 10" (NOT
SHOWN)
INV EL=1085.35'
' ' ' ' '
STOP GATE,
00
SEE DTL 1, THIS SHT.1
1
C-28
DOWNSTREAM
9-%,m
SIPHON
M • ■
MANHOLE
2' MIN 7
Z
MWD UPPER FEEDER
11'-8" I.D. PRECAST
CONCRETE PIPE • ..
INV EL=1075.6± OT 3
C
4-
r
•o
t
63" DIA T=5/8"
STEEL CASING
L0 z
N�
8'-0"
HOOKS ON WALL
12" FOR STOP 12„
GATE, 2 TYP
7"
MANHOLE
.. ABOVE
1-� FLOW
1 ff �—
- - ... air
-� rn
STOP GATE,
1 SIMILAR, BUT SEE DTL 1, THIS SHT.
OPPOSITE HAND
C-28 TO SECTION CUT
UPSTREAM SIPHON MANHOLE
.� . _ . .
0
%0
2
C-2
NOTES:
1. SHEETING AND SHORING PLANS FOR JACKING AND RECEIVING PITS
AND JACKING PLANS SHALL BE SUBMITTED TO MWD.
2. EXTEND REINFORCING BARS INTO CASING A MINIMUM OF 12 INCHES.
3. ALL EXCAVATION WITHIN TWO FEET OF THE MWD UPPER FEEDER
SHALL BE DONE BY HAND.
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co
FINISH GRADE
40.6cl Dip DIP
a4& LF 21" iVEF AND 10" i6�6 (BEYOND)
EXISTING
�
EL 1095.88' +
r-
'm
GRADE
T -HOOK
Q
E
a
ON WALL
v
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0
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PLUG ENDS OF CASING PIPE
12" SCH 80 PVC VENT
EL=1093.13'
SHELF EDGE
EL=1088.29'
o
-WITH NON -SHRINK GROUT (TYP)
PIPE SET IN GROUT
0
134.80 LF S=0.0178
- -
INV EL=1091.30'
SHELF 89E
-
- - -
Z
>
INSTALL 12" PVC
°0
z
AT BOTTOM OF PIPE CASING
30" VCP
°'
21" AND 10" (NOT
SHOWN)
INV EL=1085.35'
' ' ' ' '
00
o
/
INV EL=1085.48'
v
•
CONCRETE 3
LL
+
ENCASEMENT -
TYP C 28
/
�
`..;
STOP GATE,
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SEE DTL A, THIS SHEET
o
0-017
oN
UPSTREAM SIPHON
5s o• u►�1�
MANHOLE #34
v
—ate--- - ----
N
O
-'—PLUG ENDS OF CASING PIPE
WITH NON -SHRINK GROUT (TYP)
10.114 pie DtLP -- - --- -- -
ft -34 -LF 21" @YOP& AND 10" 4WrF6 (BEYOND)
S=0.0029
SEE DWG. C-10 FOR PLAN I46TW RM?I.A fA0 VC -f PIPE
INVERTED SIPHON PROFILE p P ��` oorts w tri
T
SECTION 2
� VERT: 3/16" = V-0" C-28
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
I1 ro i I 45 FEss1
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL oQ�o
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THECD 30/
z
CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO BRING 9/3 � 8
s�.� C1,V'IL
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN CA��F
EFFECT.
Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA �-
N
Cn
SAN BERNARDINO AVENUE TRUNK SEWER
DRAWN BY: SCALE:
WF/CDESIGNED BYES IWE IPHM DETAIL DATE: v
AS
NOTED
NL NOV 2006 v
� ate ;1140/0 ` CHECKED BY: APPR BY: . D DRZy�6 0.: Z6 I
0
DKT/LRL CITY ENGINEER R.C.E. 51152 DATE: Cw
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cy-
40.6cl Dip DIP
a4& LF 21" iVEF AND 10" i6�6 (BEYOND)
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Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA �-
N
Cn
SAN BERNARDINO AVENUE TRUNK SEWER
DRAWN BY: SCALE:
WF/CDESIGNED BYES IWE IPHM DETAIL DATE: v
AS
NOTED
NL NOV 2006 v
� ate ;1140/0 ` CHECKED BY: APPR BY: . D DRZy�6 0.: Z6 I
0
DKT/LRL CITY ENGINEER R.C.E. 51152 DATE: Cw