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BUILDING
SEE SHT. Al
ASPHALT
PAVEMENT
SEE SHT. C7
HOT BOX W/
BACKFLOW PREVENTER
& YARD HYDRANT
8" VAULT
VENT
GENERATOR SET
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7 °MIN.(T1P.) �� � 118" WIDE
I I� 5' -5° DOORS OPEN LADDER
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3'x5' FRP LANDING' I
I i 7' BELOW VAULT
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48 "x72" ACCESS HATCH,
j LW PRODUCTS HD -3C
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1'x1' CONCRETE FILLET W/
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j I TREBAR (TYP. OF 4)
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L- - - - - -- -- - ---------- - - - - -- - -- --
12" ROMAC OVERFLOW STORAGE VAULT
STYLE 501
FLEX CPLG. SEE SECTIONS, SHT. C13
.fi CHAIN LINK
SECURITY FENCE
SEE SHT. C7
\ \ 12 "PVC C900 K+1 END 5'
SEWER BYPASJxMJ) SEE SHT. C5 +
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PHILL
Roth Hill, LLC Te1425.869.9448 www.rothhill.com
11130 NE 33rd Plaoe, Suite 200 Bellevue, WA 98004
WET WELL SEE
DETAILS, SHTS.
C13 AND C14
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\ 8" WET
WELL
VENT
12" ROMAC
STYLE 501
48 "x72" ACCESS HATCH,
LW PRODUCTS HD -3C
3'x FRP LANDING
-
7' -
7' BELOW VAULT
CEILING PER 1.
STRUCT. DWGS.
r DOORS OPEN
18" WIDE I
LADDER I
-- ---- ---- 1 - - - --
UNI -HOIST CORE MOUNTED —
SLEEVE PER SPECS.
(TYP. OF 4) COORDINATE
LOCATIONS WITH OWNER.
VALVE VAULT SEE -
DETAILS, SHT. C15
AERIAL LIGHT \ �� " x x—
MOUNTED ON POLE
(SEE ELECTRICAL 12 "PVC GRAVITY
�WG•) SEWER SEE SHT. C5
12" GATE VALVE
(MJxMJ) j
GRAVITY SEWER
MANHOLE SEE /
SHT. C5 /
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VENT W/ —
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37847
RE'GISTERF'�
4 Sm,.....
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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NOTES:
—x x x —J
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1.
ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE CEMENT
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LINED CLASS 52 EXCEPT FOR FLANGED SPOOLS (CL. 53) OR
a
WHERE OTHERWISE NOTED ON DRAWINGS. ALL DI PIPING AND
d
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
8 "PVC C900
D1557.
FORCE MAIN
I
3.
ALL CONCRETE SUPPORTS TO BE FORMED.
SEE SHT. C5
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4.
ALL PIPE PENETRATIONS IN WET WELL, OVERFLOW STORAGE
VAULT, AND VALVE VAULT SHALL USE LINK SEALS UNLESS
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4
OTHERWISE APPROVED. KOR -N -SEAL BOOTS SHALL BE USED
FOR PIPE PENETRATIONS IN MANHOLES. ALL PENETRATIONS
SHALL BE MADE WATERTIGHT.
I
5.
ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED
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w /MEGALUGS.
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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.
c6 ; .5 - -s 4731;1-