HomeMy WebLinkAboutWWP2703473.393
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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.
1,. BR0�69
WAShrI�
r
37847 4
�-'GISTFS
�sSIONAL E
FOR CONSTRUCTION
RECORDS ONLY
REVISED TO INDICATE
CONSTRUCTION RECORDS
38'x2O' INSIDE DIMENSION —
PRECAST CONCRETE VAULT
8"PVC VENT ( 4
PIPE PER DETAIL C1
e
G
.
6
a a d
°
a a
2' d
21
48"x72" ACCESS HATCH, 0
LW PRODUCTS HD-3C IE=319.50
3
18" WIDE FIXED 7'—Op, 1'x1' CONCRETE FILLET W/
FRP LADDER 4—#4 DEFORMED REINF.
REBAR (TYP. OF 4)
3'x5' FRP LANDING
2-PVC, SCH. 40 ACCESS
HATCH DRAIN LINE.
(TYP. BOTH HATCHES)
1
21
7' BELOW VAULT
CEILING PER
STRUCT. DWGS.
1'x1' CONCRETE CORNER FILLET W/ #4
DEFORMED REINF. REBAR @ 4' O.C.
900
(TYP. ALL AROUND BOTTOM OF VAULT) SEWER BYPASS
SEWER BYPASS
t d
3
2'
a
2% MIN.-
2% MIN. -
a
3 ROWS OF #8 REBAR AT 10' O.C. EQUALLY
SPACED SO THAT THEY ARE OFFSET FROM
BARS ON INSIDE OF WET WELL
12" CRUSHED SURFACING BASE —
COURSE COMPACTED TO 95% MDD
PER ASTM D1557
SECTION A -A
322.23'
_d
O—IE=319.30 48"x72" ACCESS HATCH,
LW PRODUCTS HD-3C
8"PVC VENT 4
PIPE PER DETAIL C16
101 0" 3'x5' FRP LANDING
REVISED BY: TERRY VAN WECHEL
DATE: JULY 20, 2012
CONTRACTOR: SHORELINE CONSTRUCTION
VALVE NUT
EXTENDER &
VALVE BOX PER
DETAIL THIS SHT.
7'-0"
7' BELOW VAULT
CEILING PER O
1'x1' CONCRETE CORNER FILLET W/ #4 STRUCT. DWGS.
DEFORMED REINF. REBAR @ 4' O.C. o
(TYP. ALL AROUND BOTTOM OF VAULT)
18" WIDE FIXED--------,.,'
FRP LADDER
O
f
2% MIN
EL
® e
°
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.
ROTPHI LL
Roth Hill, LLC Tel 425.869.9448 www.rothhill.com
11130 NE 33rd Place, Suite 200 Bellevue, WA 98004
28 YARDS OF
CONCRETE SPREAD
EVENLY AROUND
CONCRETE VAULT
o
'I 7" O VALVE NUT
FRP LADDER 1 EXTENDER &
PER DETAIL C16 VALVE BOX PER
° DETAIL, SHT. C16
° HANDRAIL PER
STRUCTURAL PLANS
a O s
8" OUTLET PIPES
TO VALVE VAULT
a °
d
0 10
10
0 3 1 2 12" PVC GRAVITY
SEWER INLET
0
------------ ----' ---- —Jj
311.27
a
312.0'
310.30'
de.
1 a FRP GRATING
2 PER STRUCTURAL a
PLANS
38'x20' INSIDE DIMENSIONS CHANNEL BASE AS NEEDED T0� 12" GRAVITY 1 5 5 17
PRECAST CONCRETE VAULT ACCOMODATE OVERFLOW PIPE OVERFLOW PIPE a
12" CRUSHED SURFACING BASE — —
COURSE COMPACTED TO 95% MDD /
PER ASTM D1557 12' INSIDE DIAMETER /".,
14
PRECAST CONCf
15
MANHOLE
15 I I I I
d d
3/4"0 x 18" LONG
DEFORMED REINF.
a
d
BAR @ 3' O.C. (. �ti 0 r/ �ti r� °g
L L J L J
r r
wa 8,
VE
SECTION B-B
24" 12" 0 2' 4' 6'
SCALE IN INCHES / FEET
SUBMERSIBLE PUMPS
SEE SPECS. (2—REQ'D.)
12" CRUSHED SURFACING BASE
COURSE COMPACTED TO 95% MDD
PER ASTM D1557
11�2"X 11�2"x 1/4" S.S. L
BRACE W/ fie" S.S.
U—BOLT (TYP.)
BEVEL —CUT PIPE
AT 45' ANGLE
302.55'
S=3473 13
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
j 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% 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
2" CUBE
:KNESS
)UIRED)
Z2 1/4" CUBE (INSIDE MEASUREMENTS)
1/8" MINIMUM THICKNESS
NOTES:
LENGTH AS REQUIRED TO PUT OPERATING NUT, TWO (2) FEET FROM SURFACE.
EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN FOUR (4) FEET
BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF TWO (2) 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