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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.
B. FOR EACH HATCH, PROVIDE ROLL —OUT SAFETY NET PER SPECS.
PROVIDE SS SAFETY CHAIN AT EACH OPEN END OF HATCHES.
37647 _
FOR CONSTRUCTION
RECORDS ONLY
-
�, AA. AA I I
III
2'
21
3,
2 "PVC, SCH. 40 ACCESS
HATCH DRAIN UNE.
(TYP. BOTH HATCHES)
I-1
48 "x72" ACCESS HATCH,
LW PRODUCTS HD -3C
18" WIDE FIXED 7' -0"
FRP LADDER
-3'x5' FRP LANDING
7' BELOW VAULT
CEILING PER
STRUCT. DWGS.
38'x20' INSIDE DIMENSION —
PRECAST CONCRETE VAULT
1'x1' CONCRETE CORNER FILLET W/ #4-
DEFORMED REINF. REBAR ® 4' O.C.
(TYP. ALL AROUND BOTTOM OF VAULT)
1'x1' CONCRETE FILLET W/ -.'
4 -#4 DEFORMED REINF.
REBAR (TYP. OF 4)
12 °PVC C900
SEWER BYPASS _
3 ROWS OF #8 REBAR AT 10' O.C. EQUALLY
SPACED SO THAT THEY ARE OFFSET FROM
BARS ON INSIDE OF WET WELL
L
` —IE= 319.30 48 "02" ACCESS HATCH,-
\ "- - ^ LW PRODUCTS HD -3C
12" CRUSHED SURFACING BASE —
COURSE COMPACTED TO 95% MOD
PER ASTM D1557
SECTION A -A
10' -0" 3'x5' FRP LANDING
7' BELOW VAULT
CEILING PER
1'x1' CONCRETE CORNER FILLET W/ #4 STRUCT. DWGS.
ic DEFORMED REINF. REBAR ® 4' O.C.
(TYP. ALL AROUND BOTTOM OF VAULT) 18" WIDE FIXED
FRP LADDER
29, MIN..
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.
38'x20' INSIDE DIMENSION)
PRECAST CONCRETE VAULT
12" CRUSHED SURFACING BASE —
COURSE COMPACTED TO 95% MOD
PER ASTM D1557
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FIHILL
37847 4
Roth Hill, LLC Tel 425.869.9448 www.rothhill.com �O� REC1sTERE� �4 �O� REGISTEREs
11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 ESSIONAt ENS �SSIONA, L��
7' -0"
CHANNEL BASE AS NEEDED T
ACCOMODATE OVERFLOW PIPE
-28 YARDS OF
CONCRETE SPREAD
EVENLY AROUND
CONCRETE VAULT
1 4
1 FRP GRATING
2 PER STRUCTURAL
PLANS 1Yz °x 1 Yz °x Y4' S.S. L
12" GRAVITY 1 17 BRACE W/ %- S.S.
OVERFLOW PIPE 5 5 U -BOLT (TYP.)
12' INSIDE DIAMETER r/ I r/ 1•, 14 BEVEL -CUT PIPE
PRECAST CONCRETE 14 / 1� AT 45' ANGLE
MANHOLE I I I I 15
15 I I I I
WO x 18" LONG i I1 rl I
DEFORMED REINF.
BAR ®3' O.C. (TYP) _ Li O r/ �I r/
302.55'
SECTION B -B
24" 12" 0 2' 4' 6'
a7 , olio
SCALE IN INCHES/ FEET
NO. I REVISION I BY I DATE I APPR
'—SUBMERSIBLE PUMPS
SEE SPECS. (2- REQ'D.)
12" CRUSHED SURFACING BASE
COURSE COMPACTED TO 95% MDD
PER ASTM D1557
_ _MJL CITY OF
oEVo-xn AS NOTED w�amv: wo ,emnsa, w. ,�-
ELB/LDS .� R E N T O N
TvW 01E�1NA� DATUM
' .Tf tw.zn I Planning /Building /Public Works Dept.
6 HT p1E !ql
�.Ep 501E ILCOI✓OIMYT
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
- i..............
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.
B
6
B" D.I. PIPE SPOOL, PE x PE, LF AS REQ'D.
2
7
8" MAGNETIC FLOW METER, PER SPECS.
1
8
I
1
9
8" 90' BEND, FL x FL
1
10
8" 90' LONG RADIUS BEND, FL x FL
2
11
VALVE NUT
2
VALVE NUT
8" RESIUENT WEDGE GATE VALVE, FL X FL, PER SPECS.
3
13
8" ROMAC STYLE 501 FLEX CPLG. W/ ROMAC 611 SERIES RESTRAINT SYSTEM
FRP LADDER 1
EXTENDER &
6
EXTENDER &
8 "x 6" REDUCER, FL x FL
2
16
8" D.I. PIPE SPOOL, FL x FL, LF AS SHOWN
PER DETAIL C16
17
VALVE BOX PER
VALVE BOX PER
19
20
DETAIL, SHT. C16
DETAIL THIS SHT.
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
HANDRAIL PER
26
STRUCTURAL PLANS
8" OUTLET PIPES
TO VALVE VAULT
10
10
3
1 2 12" PVC GRAVITY
SEWER INLET
1
311.27'
312.0'
—310
30'
1 4
1 FRP GRATING
2 PER STRUCTURAL
PLANS 1Yz °x 1 Yz °x Y4' S.S. L
12" GRAVITY 1 17 BRACE W/ %- S.S.
OVERFLOW PIPE 5 5 U -BOLT (TYP.)
12' INSIDE DIAMETER r/ I r/ 1•, 14 BEVEL -CUT PIPE
PRECAST CONCRETE 14 / 1� AT 45' ANGLE
MANHOLE I I I I 15
15 I I I I
WO x 18" LONG i I1 rl I
DEFORMED REINF.
BAR ®3' O.C. (TYP) _ Li O r/ �I r/
302.55'
SECTION B -B
24" 12" 0 2' 4' 6'
a7 , olio
SCALE IN INCHES/ FEET
NO. I REVISION I BY I DATE I APPR
'—SUBMERSIBLE PUMPS
SEE SPECS. (2- REQ'D.)
12" CRUSHED SURFACING BASE
COURSE COMPACTED TO 95% MDD
PER ASTM D1557
_ _MJL CITY OF
oEVo-xn AS NOTED w�amv: wo ,emnsa, w. ,�-
ELB/LDS .� R E N T O N
TvW 01E�1NA� DATUM
' .Tf tw.zn I Planning /Building /Public Works Dept.
6 HT p1E !ql
�.Ep 501E ILCOI✓OIMYT
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.
B
6
B" 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" RESIUENT 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
Ile MINIMUM THICKNESS
LENGTH AS REQUIRED TO PUT OPERATING NUT, TWO (2) FEET FROM SURFACE
EXTENSIONS
FlN S E VALVE U FEET
HED GRA . EXTENSIONS ARETO BE A MINIMUM OF TWO (2)(4BELOW FEET
LONG. ONE EXTENSION IS TO BE USED PER VALVE.
ALL EXTENSIONS ARE TO BE MADE OF STEEL. SIZED AS NOTED, AND PAINTED
WITH TWO (2) COATS OF METAL PAINT.
VALVE OPERATING NUT EXTENSION
NTS
STONEGATE 6/25/2010
LIFT STATION REPLACEMENT
WET WELL AND OVERFLOW FACILITY SECTIONS 013
CA 13'. 5 -34 31