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12" GRAVITY
OVERFLOW STORAGE VAULT __ OVERFLOW
PIPE
HANDRAIL PER—
STRUCTURAL PLANS
EXPLOSION PR
LIGHT FIXTURE
FRP GRATING PER
STRUCTURAL
PLANS
PER DETAIL
30•x24" REMOVABLE
GRATE FOR ACCESS
I r - --
r 4•
II
I I I
I �
II
\ I I I
I I I
I I I
LANDING
" - - DETAIL
-�
7" I I I
I 1 -1/2" SCH. 80
III PVC SUMP PUMP
DOORS OPEN iii DISCHARGE PIPE
25
I I I 5
n '
a i
i
it
SUBMERSIBLE
`s PUMPS SEE SPECS. 12 °DI GRAVITY
/ (2- REUD.) SEWER INLET ,
i
ii
a�
z
i
nuuul, uuuuw
24" 18" 12" 6' 0 1' 2' 3' 4
SCALE IN INCHES/ FEET
12 "PVC GRA'
SEWER MAIN
II
— 111
WkIm
U.
FLUSH VALVE
D/^ 1'TYP.
� o-
25
PIPE PENETRATION
(TYP) (SEE NOTE
4 THIS SHT.)
2 "4 TYPE 304
SCH.40 S.S. GUIDE
RAILS (TYP.)
MANHOLE
iHT.C5)
1911iky,INFAUPaIkN Les »_IOVAI��1�1
PHILL
Roth Hill, LLC Tel 425.869.9448 www.rothhill.com
11130 NE 33rd Plaoe, Suite 200 Bellevue, WA 98004
BRACKET
OUTLET PIPES TO
VALVE VAULT
(SEE SHT. C14)
BACKUP LEVEL CONTROL DISPLACEMENT -
FLOATS W/ 15' EXTRA COIL FOR LEVEL
ADJUSTMENT (4 TOTAL) SEE ELECTRICAL
DRAWINGS
PER DETAIL
12' INSIDE DIAMETER
PRECAST CONCRETE
MANHOLE
HANDRAIL PER —
STRUCTURAL PLANS
312.2'
FRP GRATING PER
STRUCTURAL PLANS
SUBMERSIBLE PUMPS
(2- REQ'D.) NOTE: FITTINGS
AND VALVES SHOWN SHALL
BE THE SAME FOR BOTH
PUMP DISCHARGE MAINS.
9 YARDS OF
CONCRETE SPREAD
EVENLY AROUND
WET WELL
' a ,
A
4'x8' ALUMINUM DOUBLE DOOR ACCESS
HATCH, LW PRODUCTS MODEL HD -3E
WITH HANDRAIL TO ASSIST ENTRY
LANDING
322.6'
rl °
2 "PVC, SCH. 40 ACCESS
HATCH DRAIN UNE.
1 -1/2 "PVC, SCH. 80
SUMP PUMP DISCHARGE
FROM VALVE VAULT
318.5'
4
PIPE PENETRATION (TYP)
(SEE NOTE 4 THIS SHT.)
_ 315.5'
11 J"11 0 (FORCE
MAIN CL)
Np� P.
13
1'T YP.
114 "x 114 "x Y4" S.S. L BRACE
W/ W S.S. U -BOLT (TYP.)
1 -1/2" SCH. 80 PVC SUMP
PUMP DISCHARGE PIPE
- -HIGH LEVEL ALARM 306.5'
- -BOTH PUMPS ON 308.0'
3 ROWS OF 12 EA.�
#8 REBAR EQUALLY SPACED.
STAGGER BARS SO THAT THEY
ARE OFFSET FROM BARS ON
INSIDE OF WET WELL
NOTES:
1. ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE CEMENT
LINED CLASS 52 EXCEPT FOR FLANGED SPOOLS (CL. 53) OR
WHERE OTHERWISE NOTED ON DRAWINGS. ALL DI PIPING AND
FITTINGS WITHIN WET WELL SHALL HAVE EPDXY COATED
EXTERIOR PER SPECIFICATIONS.
2. BACKFILL AROUND STRUCTURES AND WITHIN 5' OF STRUCTURES
SHALL BE SELECT MATERIAL COMPACTED TO 95% PER ASTM
D1557.
3. ALL CONCRETE SUPPORTS TO BE FORMED.
4, ALL PIPE PENETRATIONS IN WET WELL, OVERFLOW STORAGE
VAULT, AND VALVE VAULT SHALL USE LINK SEALS UNLESS
OTHERWISE APPROVED. KOR -N -SEAL BOOTS SHALL BE USED
FOR PIPE PENETRATIONS IN MANHOLES. ALL PENETRATIONS
SHALL BE MADE WATERTIGHT.
5, ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED
w /MEGALUGS.
6. WET WELL, OVERFLOW FACILITY & VALVE VAULT SHALL BE
COATED INTERNALLY AND EXTERNALLY PER SPECIFICATIONS.
7. CORE DRILL ELECTRICAL & TELEMETRY PENETRATIONS IN
FIELD AS REQUIRED.
8. FOR EACH HATCH, PROVIDE ROLL -OUT SAFETY NET PER SPECS.
PROVIDE SS SAFETY CHAIN AT EACH OPEN END OF HATCHES.
12" CRUSHED SURFACING BASE
COURSE COMPACTED TO 95% MDD
PER ASTM D1557
SECTION C -C
- - -ONE PUMP ON 307.0'
-BOTH PUMPS OFF 305.5'
LOW LEVEL ALARM 305.0'
-- 302.5'
MATERIAL LIST
ITEM
DESCRIPTION
QTY
1
12" D.I. PIPE SPOOL, LF AS REQ'D.
6
2
12" RESIUENT WEDGE GATE VALVE, MJ X MJ, PER SPECS.
4
3
12" TEE, FL x FL
1
4
12" ROMAC STYLE 501 FLEX CPLG.
7
5
21
8
6
II
II
II
2
7
8" MAGNETIC FLOW METER, PER SPECS.
1
8
8" TEE, FL x FL
1
9
8" 90' BEND, FL x FL
1
II
II
ii
I,
EXPLOSION PROOF
LIGHT FIXTURE
2
11
8" CHECK VALVE, FL X FL, PER SPECS.
2
12
y °p TYPE 304
SCHAD S.S.
3
13
8" ROMAC STYLE 501 FLEX CPLG. W/ ROMAC 611 SERIES RESTRAINT SYSTEM
3
14
8" FL. CPLG. ADAPTER
6
15
8 "x 6" REDUCER, FL x FL
GUIDE RAILS
16
8" D.I. PIPE SPOOL, FL x FL, LF AS SHOWN
3
17
12" D.I. PIPE SPOOL, FL x BEVELED END
1 FIXED FRP
LADDER
18
19
21
20
21
I
PER DETAIL
22
ADJUSTABLE PIPE STAND, PER SPECS.
4
23
KOR -N -SEAL BOOTS, SIZE AS NEEDED
10
24
CONCRETE SUPPORT BLOCK
I
25
RETAINER GLAND, SIZE AS NEEDED
5
26
o
I
I
I
i
0
5
00
00
12" GRAVITY
°o
OVERFLOW
310.30'
21
cc
I
0o
-
-
--
°-
AP1
A.
°
- -
O
0
2 "PVC, SCH. 40 ACCESS
HATCH DRAIN UNE.
1 -1/2 "PVC, SCH. 80
SUMP PUMP DISCHARGE
FROM VALVE VAULT
318.5'
4
PIPE PENETRATION (TYP)
(SEE NOTE 4 THIS SHT.)
_ 315.5'
11 J"11 0 (FORCE
MAIN CL)
Np� P.
13
1'T YP.
114 "x 114 "x Y4" S.S. L BRACE
W/ W S.S. U -BOLT (TYP.)
1 -1/2" SCH. 80 PVC SUMP
PUMP DISCHARGE PIPE
- -HIGH LEVEL ALARM 306.5'
- -BOTH PUMPS ON 308.0'
3 ROWS OF 12 EA.�
#8 REBAR EQUALLY SPACED.
STAGGER BARS SO THAT THEY
ARE OFFSET FROM BARS ON
INSIDE OF WET WELL
NOTES:
1. ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE CEMENT
LINED CLASS 52 EXCEPT FOR FLANGED SPOOLS (CL. 53) OR
WHERE OTHERWISE NOTED ON DRAWINGS. ALL DI PIPING AND
FITTINGS WITHIN WET WELL SHALL HAVE EPDXY COATED
EXTERIOR PER SPECIFICATIONS.
2. BACKFILL AROUND STRUCTURES AND WITHIN 5' OF STRUCTURES
SHALL BE SELECT MATERIAL COMPACTED TO 95% PER ASTM
D1557.
3. ALL CONCRETE SUPPORTS TO BE FORMED.
4, ALL PIPE PENETRATIONS IN WET WELL, OVERFLOW STORAGE
VAULT, AND VALVE VAULT SHALL USE LINK SEALS UNLESS
OTHERWISE APPROVED. KOR -N -SEAL BOOTS SHALL BE USED
FOR PIPE PENETRATIONS IN MANHOLES. ALL PENETRATIONS
SHALL BE MADE WATERTIGHT.
5, ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED
w /MEGALUGS.
6. WET WELL, OVERFLOW FACILITY & VALVE VAULT SHALL BE
COATED INTERNALLY AND EXTERNALLY PER SPECIFICATIONS.
7. CORE DRILL ELECTRICAL & TELEMETRY PENETRATIONS IN
FIELD AS REQUIRED.
8. FOR EACH HATCH, PROVIDE ROLL -OUT SAFETY NET PER SPECS.
PROVIDE SS SAFETY CHAIN AT EACH OPEN END OF HATCHES.
12" CRUSHED SURFACING BASE
COURSE COMPACTED TO 95% MDD
PER ASTM D1557
SECTION C -C
- - -ONE PUMP ON 307.0'
-BOTH PUMPS OFF 305.5'
LOW LEVEL ALARM 305.0'
-- 302.5'
MATERIAL LIST
ITEM
DESCRIPTION
QTY
1
12" D.I. PIPE SPOOL, LF AS REQ'D.
6
2
12" RESIUENT WEDGE GATE VALVE, MJ X MJ, PER SPECS.
4
3
12" TEE, FL x FL
1
4
12" ROMAC STYLE 501 FLEX CPLG.
7
5
8" D.I. PIPE SPOOL, FL x PE, LF AS REQ'D.
8
6
8" D.I. PIPE SPOOL, PE x PE, LF AS REQ'D.
2
7
8" MAGNETIC FLOW METER, PER SPECS.
1
8
8" TEE, FL x FL
1
9
8" 90' BEND, FL x FL
1
10
8" 90' LONG RADIUS BEND, FL x FL
2
11
8" CHECK VALVE, FL X FL, PER SPECS.
2
12
8" RESILIENT WEDGE GATE VALVE, FL X FL, PER SPECS.
3
13
8" ROMAC STYLE 501 FLEX CPLG. W/ ROMAC 611 SERIES RESTRAINT SYSTEM
3
14
8" FL. CPLG. ADAPTER
6
15
8 "x 6" REDUCER, FL x FL
2
16
8" D.I. PIPE SPOOL, FL x FL, LF AS SHOWN
3
17
12" D.I. PIPE SPOOL, FL x BEVELED END
18
19
20
21
STAINLESS STEEL STRAP, SIZE AS NEEDED
13
22
ADJUSTABLE PIPE STAND, PER SPECS.
4
23
KOR -N -SEAL BOOTS, SIZE AS NEEDED
1
24
CONCRETE SUPPORT BLOCK
2
25
RETAINER GLAND, SIZE AS NEEDED
5
26
�OV WAN"
e
N 7047 _
FOR CONSTRUCTION
RECORDS ONLY
REVISED TO INDICATE
CONSTRUCTION RECORDS
REVISED BY: TERRY VAN WECHEL
DATE: JULY 20, 2012
CONTRACTOR: SHORELINE CONSTRUCTION
THESE CONSTRUCTION RECORD DOCUMENTS HAVE
BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD
INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS
NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS
OF INFORMATION PROVIDED BY OTHERS AND SHALL
NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A RESULT
OF ERRONEOUS INFORMATION PROVIDED BY OTHERS.
018`. n - 34-731+