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��12" GRAVITY
OVERFLOW STORAGE VAULT OVERFLOW
PIPE
HANDRAIL PER —
STRUCTURAL PLANS
EXPLOSION PRO;;?4
LIGHT FIXTURE °
FRP GRATING PER d
STRUCTURAL
PLANS
RETRACTABLE
FRP LADDER
PER DETAIL
30"x24" REMOVABLE
GRATE FOR ACCESS
FRP LANDING
FIXED FRP 1
LADDER PER C16
° DETAIL
I r — — —
—�— --- ----� I d d
l I I 7 I I I
J i I i i i i 1-1 /2" SCH. 80
PVC SUMP PUMP
I DOORS OPEN i i i DISCHARGE PIPE
° a 25
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__- �MIXED FLUSH VALVE _� '
m ° n .
uQ
0 o I I
1'TYP.
25
° PIPE PENETRATION
(TYP) (SEE NOTE
4 THIS SHT.)
3- °
2" 0 TYPE 304
a ° SCH.40 S.S. GUIDE
RAILS (TYP.)
d ° P
d 1 a - 1
SUBMERSIBLE --/
PUMPS SEE SPECS. 12"DI GRAVITY
(2-REQ'D.) SEWER INLET
8" PVC VENT
PIPE PER DETAIL
24" 18" 12" 6" 0 1' 2' 3' 4
SCALE IN INCHES / FEET
12"PVC GRAVI
SEWER MAIN
=R MANHOLE
SHT.C5)
PUMP & PIPING PLAN VIEW
Roth Hill, LLC Tel 425.869.9448 www.rothhill.com
11130 NE 33rd Place, Suite 200 Bellevue, VVA 98004
STILL WELL PER DETAIL
SECURED TO WALL W/
BRACKET
BACKUP LEVEL CONTROL
DISPLACEMENT
4'x8' ALUMINUM DOUBLE DOOR ACCESS
HATCH, LW PRODUCTS MODEL HD-3E
FLOATS W/ 15' EXTRA
COIL FOR LEVEL
WITH HANDRAIL TO ASSIST ENTRY
ADJUSTMENT (4 TOTAL)
SEE ELECTRICAL FRP LANDING
DRAWINGS
d-322.6'
d
°
°
°
d
2"PVC, SCH. 40 ACCESS
° HATCH DRAIN LINE.
°
6 RETRACTABLE
26 FRP LADDER
na a
F,
°
PER DETAIL
a
°
°
1-1/2"PVC, SCH. 80
°
EXPLOSION PROOF
SUMP PUMP DISCHARGE
LIGHT FIXTURE
2110 TYPE 304 FROM VALVE VAULT
a
SCH.40 S.S. °-318.5'
12' INSIDE DIAMETER
°
GUIDE RAILS
PRECAST CONCRETE
MANHOLE
° d
1 FIXED FRP
21 °
C16 LADDER
maK-�
°
PER DETAIL
10 PIPE PENETRATION (TYP)
°
°'
(SEE NOTE 4 THIS SHT.)
d7
LADDER HOOK
o315.5'
C16 PER DETAIL
°
___ __
(FORCE
o
MAIN CL)
° ° d 1'TYP.
13
HANDRAIL PER------d
°
°O
STRUCTURAL PLANS
°° m 25
1'TYP.
312.2'
°
°d 11/2"x 11/2% 1/4" S.S. L BRACE
oo
® W/ fie" S.S. U-BOLT (TYP.)
°
12" GRAVITY
OUTLET PIPES TO
d
oo
OVERFLOW
°
VALVE VAULT
21 1-1/2" SCH. 80 PVC SUMP
(SEE SHT. C14) FRP GRATING PER
a '°
310.30'
PUMP DISCHARGE PIPE
STRUCTURAL PLANS
00
°a
SUBMERSIBLE PUMPS
` °
TYPE 304
S.S. SLING
° STILL WELL 2
°
(2-REQ'D.) NOTE: FITTINGS
°O
CHAIN (TYP.)
PER DETAIL C16
AND VALVES SHOWN SHALL
° a
- - - - - - - - - - - - - - - - - - - - HIGH LEVEL ALARM 308.5'
BE THE SAME FOR BOTH
PUMP DISCHARGE MAINS.
° °°
°
-----------------------BOTH PUMPS ON 308.0'
°d
°
°
°.
---------- --=
° ° ---------ONE PUMP ON 307.0'
9 YARDS OF
��
d a
CONCRETE SPREAD
EVENLY AROUND
°
°
WET WELL
d °
- - - 14 - - -4 °= s°- - a -°- --BOTH PUMPS OFF 305.5'
a
a
°
- - - - - -- - --------- LOW LEVEL ALARM 305.0'
15 d a� °
°
°
o
d
d
d-
d
°
d
°a
a
° d
d °
° d
a d:
--�
3 ROWS OF 12 EA.-
r--
d
d
48 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
5-341314
MATERIAL LIST
ITEM
DESCRIPTION
QTY.
1
12" D.I. PIPE SPOOL, LF AS REQ'D.
6
2
12" RESILIENT 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
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37847 4
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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.
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