HomeMy WebLinkAboutS-051004PROVIDE SMOOTH PENETRATION
WITH SLEEVE EXTENDING TO
VALVE BOX AT SURFACE
ADJUSTABLE STEM GUIDE
AT MID - LENGTH
STEM COUPLING
PRESSURE SLIDE GATE,
BOLT TO FLANGE,
GROUT BETWEEN FLANGE & WALL
FORM CHANNEL TO PROVIDE
ROOM FOR SLIDE GATE TO
EXISTING 8" DIA. SEWER PIPE
FORM SMOOTH SLOPING
SEMI - CIRCULAR CHANNEL BOTTOM (TYP.)
SLOPE BENCH TO CHANNEL AT 5% MINIMUM
.T,.w 11517.1 47L ETA [I 92TIT131i u FIR .s i
PRESSURE SLIDE GATE WITH CIRCULAR OPENING,
CIRCULAR FLANGE BACK FRAME FOR 125 LBS.
DRILLING PATTERN, NON- RISING S.S. STEM,
2" SQUARE OPERATOR NUT AT SURFACE,
S.S. RAILS, ASSEMBLY HARDWARE AND FASTENERS,
MOUNT PIPE INVERT FLUSH WITH CHANNEL INVERT.
EQUAL TO WATERMAN INDUSTRIES RED TOP
MODEL P -30.
VALVE BOX AT SURFACE, FLUSH WITH ASPHALT
REPLACE ASPHALT PAVEMENT
SEAT PROPERLY AND PREVENT
//� `° '�
1 9 T; ",`
/��I LADDER RUNGS ® 12" O.C. (TYP.)
�' -III
AND TO SAME THICKNESS.
WITH 4" MIN. THICKNESS
EXISTING 6' DIA. METRO MANHOLE R10 -16
SEWAGE FROM ACCUMULATING
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�
`\ __
I
'�^ i � '
-
BOLT SLIDE GATE TO THREADED 125 LOS. FLANGE ON 8" DIA. PIPE,
IN CHANNEL.
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4F'
10/09/92
- - -.
—.�"
."" " .)
CONCRETE RINGS, CAST WITH
PROTECT THREADED END OF BOLT FROM BONDING TO GROUT.
GROOVE SO THAT SAFETY STEP
MORTAR
24" DIA. ACCESS HOLE AND COVER
CAN BE FIELD INSTALLED
PRECAST ECCENTRIC
jo.
CONE 48" TO 24"
, /i IIIIII
GROUT N
AROUND PE10PENETRAI NSIO(� MANHOLE
)
OR REDUCING SLAB ON
STRUCTURAL FILL I —:`
/ \
12 OC
REMOVE EXISTING SEWER
SHALLOW MANHOLE
�
PRECAST SECTION,
PIPE FROMWIIHIN MANHOLE AND
FILL END OF PIPE WITH GROUT
PROPOSED 8" DIA. D.I. GRAVITY SEWER PIPE
A 1 SLUICE GATE
CO U01
IN MANHOLE
/� III=
TO LIFT STATION.
SCALE:'"
= 2' - 0"
�
2',3 OR 4' TALL
B SADDLE MANHOLE
PROPOSED 8" DIA. D.I. SEWER PIPE
Q
PLAN VIEW
CHANNEL BOTTOM THAT DIRECTS FORCE
w
W W
�
w
m
SCALE: 1" = 1' -0"
60
.. ..w..
w w w ` . _
... w
............................
.
TURBULENCE.
Ip
SLOPE
o+ c n
N�
FORM SMOOTH SEMI- CIRCULAR CHANNEL
55
..... .......
....
.....
lav/\O�Qn�M.�
-
.... .. ...............
.....
STABILIZATION MATERIAL
TYPICAL
y,
IF REQUIRED BY ENGINEER
CO
SCALE: 1" = 2' -0"
50
.F
<�
o
p ..............
.....
J�
36" BORE
CASING
PROVIDE SMOOTH FINISH IN
;s,
SEWER CHANNEL.
-
45
:.........:.....:..........
: .
x_ w x
D.I.
DIA. ®
TOP ELEV. 54.88'
z
-
INV. ELEV. 47.10' (4" INLET) R'Q
: ¢ -
- EXISTING PAVEMENT SURFACE
TOP ELEV.: 54.49'
INV. ELEV. 47.02' (8" :OUTLET) 9
> N 73 rn
40
INV. ELEV. 45.04' (8" INLET)
INV. ELEV. 43.29' (42" OUTLET)
.I
35
...........
NMI
r
°
l RIVER .
6 SIDE SEWER
-
EXISTING 8" DIA. SEWER PIPE
E
T
30
"
D1A DJ.
40 TOP ELEV.
_
42.20
TOP ELEV. 42.00'
INV. � ELEV. 34.45'
.......
.:.... .....: ..
.............
....... ...... ........ .....:
- - � � - : - � INV. ELEV.: 341 (8" 1NLET)�
.:..- ..:.........:...........EV. .:
INV. ELEV.: 32.57' (8" OUTLET)
-
-
DEPTH 10.0' (APPROX.)
- - - -
25
SECONDARY
CONTAINER
�
. . .
-
-
TOP ELEV.:41.00'
REPLACE ASPHALT PAVEMENT
RESTORE PAVEMENT AND
TO LIMITS OF DISTURBED AREA
AND TO SAME THICKNESS.
WITH 4" MIN. THICKNESS
EXISTING 6' DIA. METRO MANHOLE R10 -16
e:,
-.o0 0 00 -..0. o° �o� oho
24" CLEAR OPENING RING & COVER
TOP COURSE, 4" MIN.
FINISH GRADE
-
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T.11
8" MIN TO 20" MAX PRECAST
4F'
10/09/92
- - -.
EXISTING 42" DIA. METRO SEWER PIPE
CONCRETE RINGS, CAST WITH
GROOVE SO THAT SAFETY STEP
MORTAR
CAN BE FIELD INSTALLED
PRECAST ECCENTRIC
CONE 48" TO 24"
OR REDUCING SLAB ON
STRUCTURAL FILL I —:`
/ \
12 OC
//' --III=
SHALLOW MANHOLE
�
PRECAST SECTION,
INSTALL KOR -N -SEAL BOOT
AROUND PROPOSED 8" DIA. PIPE.
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/� III=
PRECAST BASE
2',3 OR 4' TALL
PROPOSED 8" DIA. D.I. SEWER PIPE
FORM SMOOTH SLOPING SEMI - CIRCULAR
CHANNEL BOTTOM THAT DIRECTS FORCE
SPACER -SKID BANDED TO PIPE
MAIN DISCHARGE TO GRAVITY PIPE
SMOOTHLY AND WITHOUT CREATING
= 3.5%
TURBULENCE.
Ip
SLOPE
FORM SMOOTH SEMI- CIRCULAR CHANNEL
II
BOTTOM WITH CLASS D" CONCRETE
lav/\O�Qn�M.�
FOOTING BEDDING MATERIAL, 6" MIN.
STABILIZATION MATERIAL
TYPICAL
48" DIA. MANHOLE
IF REQUIRED BY ENGINEER
CO
SCALE: 1" = 2' -0"
BOT. ELEV. 24.00 (STRUCTURE) -
- DEPTH .17.0' (APPROX.) - - - - - CONNECTION TO
INV. ELEV. 3°.95' (8" INLET)
20
D
. - ...... .......:....................... . .... . ........:.........:...INV. ELEV. 26.00' (WET WELL) - - ... .........:... CO METRO MANHOLE
INV. ELEV. 37.17' (4" OUTLET)
0 -40 0 +00 0 +40 0 +80 1 +20 1 +60 2 +00 2 +40 2 +80 3 +20 SCALE:'" = 2' -D"
: REVISED TO CONFORM
STATIONING NOTES
TO CONSTRUCTION RECORDS
ALL STATIONING USED IN THIS PROFILE INDICATE FEET ALONG THE ALIGNMENT OF THE SEWER PIPE. SEWER PROFILE ➢ H.p�� �,/�'�
cz xasyrP RH2 ENGINEERING P.S. DATE
THE STATIONS AND OFFSETS TO THE STRUCTURES SHOWN ON THE SITE PLAN ARE FOR THE
SCALE HuRIZ 1" - 20' -0"
RESTORE PAVEMENT AND
SUBGRADE WITH SAME MATERIALS
AND TO SAME THICKNESS.
THE FINISH SURFACE ELEVATION DOES NOT DEVIATE FROM THE EXISTING SURFACE ELEVATION
EXISTING 6' DIA. METRO MANHOLE R10 -16
e:,
-.o0 0 00 -..0. o° �o� oho
ALONG THE ALIGNMENT OF THE SEWER PIPE. SEE THE PROPOSED SITE PLAN FOR CHANGES IN
GRADE AROUND THE LIFT STATION AND VAULT.Rec
'°n° 6727
+sxx4£ } SIGNED.
SIONAL
-
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T.11
4F'
10/09/92
- - -.
EXISTING 42" DIA. METRO SEWER PIPE
EXPIRES 8/2/94
FORM SMOOTH SLOPING
SEMI - CIRCULAR CHANNEL
IN BENCH.
CORE DRILL HOLE THROUGH
-'
MANHOLE FOR KOR -N -SEAL BOOT.
as "' �
�
INSTALL KOR -N -SEAL BOOT
AROUND PROPOSED 8" DIA. PIPE.
PROPOSED 8" DIA. D.I. SEWER PIPE
SPACER -SKID BANDED TO PIPE
= 3.5%
SLOPE
36" CASING FILLED
WITH CDF
PLUG EXISTING FORCE MAIN PIPE
WITH CONCRETE TO SEAL MANHOLE,
PROVIDE SMOOTH FINISH IN
SEWER CHANNEL.
BOT. ELEV. 24.00 (STRUCTURE) -
- DEPTH .17.0' (APPROX.) - - - - - CONNECTION TO
INV. ELEV. 3°.95' (8" INLET)
20
D
. - ...... .......:....................... . .... . ........:.........:...INV. ELEV. 26.00' (WET WELL) - - ... .........:... CO METRO MANHOLE
INV. ELEV. 37.17' (4" OUTLET)
0 -40 0 +00 0 +40 0 +80 1 +20 1 +60 2 +00 2 +40 2 +80 3 +20 SCALE:'" = 2' -D"
: REVISED TO CONFORM
STATIONING NOTES
TO CONSTRUCTION RECORDS
ALL STATIONING USED IN THIS PROFILE INDICATE FEET ALONG THE ALIGNMENT OF THE SEWER PIPE. SEWER PROFILE ➢ H.p�� �,/�'�
cz xasyrP RH2 ENGINEERING P.S. DATE
THE STATIONS AND OFFSETS TO THE STRUCTURES SHOWN ON THE SITE PLAN ARE FOR THE
SCALE HuRIZ 1" - 20' -0"
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SCHEDULE A ONLY
IA I I i I I Al I 1 I i I I I Y I I _ — I _ s s I A I 1 IA i 1 I Ii I I I I I
SURVEY LAYOUT OF THE STRUCTURES AND DO NOT CORRESPOND TO THE ALIGNMENT ABOVE.
THE FINISH SURFACE ELEVATION DOES NOT DEVIATE FROM THE EXISTING SURFACE ELEVATION
-
ALONG THE ALIGNMENT OF THE SEWER PIPE. SEE THE PROPOSED SITE PLAN FOR CHANGES IN
GRADE AROUND THE LIFT STATION AND VAULT.Rec
'°n° 6727
+sxx4£ } SIGNED.
SIONAL
-
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I �c ICI I.ItS I
T.11
4F'
10/09/92
- - -.
I I [ENI It1 I- 01) 1153 I Inn
11.;; \Ilti'I'.S 1 -11t,1 I.,.t 0- 11
EXPIRES 8/2/94
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SCHEDULE A ONLY
IA I I i I I Al I 1 I i I I I Y I I _ — I _ s s I A I 1 IA i 1 I Ii I I I I I