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(4) ASSEMBLIES: PL3/8x6x1'-0"
°
w/ 5/8"4 SS ANCHOR
BOLTS. EMBED 5.5" MIN
w/ HILTI ADHESIVE
PRE -CAST 2
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12" NOMINAL CONIC WETWELL FLOOR SLAB
CUTTING SHOE
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W/ #6 ® 12" ON -CENTER
EACH WAY
FF EL=-4.5'
'
6"
STANDARD 10-0"' INSIDE
11"
CONIC KEYWAY
DIAMETER PRE -CAST
CONCRETE RISER SECTION
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ASTM C 478
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NOTES
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1. DETAILS 1 AND 2 ON THIS DRAWING ARE SHOWN FOR THE
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1'-6"
10-FOOT DIAMETER WETWELL. DETAILS FOR THE 60-INCH
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°
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"
DIAMETER INLET MANHOLE ARE SIMILAR.
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5 ®12" DOWELS W
# /
ro 5 ®12" °'
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THREADED ANI
RE DED MECH CAL
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W
DO ELLS
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DETAILS 1 N I DRAWING A VI
2. DE LS 2 3 & 4 0 THIS DR G RE PROVIDED FOR
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COUPLER
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GUIDANCE AND ONLY SHOW THE MINIMUM REQUIREMENTS FOR
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12" X 1
°°
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THE CUTTING SHOES TREMIE BASES AND LIDS. CONTRACTOR
°
SHALL SUBMIT SIGNED AND STAMPED SHOP DRAWINGS FOR
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KEYWAY
°
THESE ITEMS IN ACCORDANCE WITH THE GENERAL NOTES ON
a
DRAWING PS-22.
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TREMIE CONCRETE
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1 CUTTING SHOE AND TREMIE BASE - DETAIL
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PS-7 SCALE: 1/2"=1'-0"
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3"
UNDISTURBED
8"
NATIVE SOIL
CUTTING SHOE
DETAIL
2
-
- SCALE: 3 4'=1'-O'
GENERATOR/TRANSFORMER PAD
SKID WIDTH + 6" ON ALL SIDES
3/4"
CONCRETE SLAB W/ #4 ®
12' ON CENTER EACH WAY,
CHAMFER ,
TYP.
TOP & BOTTOM
FEDAID: STPUL-127
HPP-1276(005)
005)
BergerABAM
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206)431-2300 Fax: (206)431-2250
RECORD
DRAWING
n SOME DATA ON RECORD DRAWINGS
IS BASED UPON INFORMATION
PROVIDED BY THE CONSTRUCTION
in CONTRACTOR TO THE CITY OF
.. RENTON, THE CORRECTNESS TO THIS
DATA HAS NOT BEEN VERIFIED.
N0.
6" DEPTH 3/4"-0"
CRUSHED AGGREGATE
s ELECTRICAL EQUIPMENT PAD SECTION
PS-3 SCALE: 1 2 =1 -0
R-3693121
AS SHOWN '"m"` ""°�1J7111.1 CITY OF STRANDER BOULEVARD EXTENSION 5/20/I5
�c 1ACH ,RENTON PHASE 1, SEGMENT 2A
VKB Public Works Department.
DATUM Approved For Construction STORM PUMP STATION PS-29
° �NAs
REVISION BY DATE APPR _j°CO��""` Rohert M. Hanson P.F. pate STRUCTURAL DETAILS - SHEET 3„R�„