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OUTLET PIPES
FROM WET WELL
(SEE SHT. C14)
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- 1 -1/2" SCH. 80 PVC SUMP PUMP PRE CAST CONCRETE
DISCHARGE PIPE W/ DOUBLE CHECK VALVE VALVE VAULT 8'W x 141,
UTILITY VAULT NO. 814 -LA
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SUMP PUMP
(PER SPECS.) -- n SUMP °W/ ALUMINUM GRATE
r------------------------- --- - - - - --
PriLL
Roth Hill, LLC Tel425.869.9448 www.rothhill.com
11130 NE 33rd Place, Suite 200 Bellevue, WA 98004
mom
16
14 22
I I 11 12" 12
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L------------ ---- ----- ----
2'PVC, SCH. 40 A(
HATCH DRAIN LINE.
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Ir— — -----------------
II I
II I
II I
II I
II I
E
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ii DOORSIOPEN
EXTRA HEAVY
DUTY ALUMINUM /
I ACCESS LADDER. L
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° Q
4'
8" PVC C900 FC
MAIN & FITTINGS
(SEE SHT. C5)
VALVE VAULT PLAN VIEW
-CUT NOTCH IN GRATING
AND DRAIN DISCHARGE
1" BELOW GRATING
°
e
°
° n
3
°
TYP. z
n
�1
d
a
TO 95% MOO PER ASTM D1557
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.
9. FLANGE CPLG. ADAPTERS ALL RESTRAINED THIS SHEET
SECTION D -D
MATERIAL LIST
ITEM
DESCRIPTION
QTY
1
1111,011
6
2
12" RESIUENT WEDGE GATE VALVE, MJ X MJ, PER SPECS.
4
6
12" TEE, FL x FL
1
4
12' ROMAC STYLE 501 FLEX CPLG.
7
5 1
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
INS
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
OWN=
19
20
21
STAINLESS STEEL STRAP, SIZE AS NEEDED
13
22
ADJUSTABLE PIPE STAND, PER SPECS.
°
e
°
° n
3
°
TYP. z
n
�1
d
a
TO 95% MOO PER ASTM D1557
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.
9. FLANGE CPLG. ADAPTERS ALL RESTRAINED THIS SHEET
SECTION D -D
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 1
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 _
FOR CONSTRUCTION
RECORDS ONLY
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-TE
ITY
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FORCE
315.50
1G
VE
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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