HomeMy WebLinkAboutRS_2025_1013_Hyatt_TESC_PlansSD
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EXISTING
BUILDING
EXISTING
BUILDING
EXISTING STORMWATER
DISCHARGE POINT TYP
EXISTING STORMWATER
MANHOLE TYP
EXISTING STORMWATER
CATCH BASIN TYP
EXISTING STORMWATER
PIPE TYP
SEE TESC PLAN SHEET 2
JOB SITE
1053 LAKE WASHINGTON BLVD N
RENTON, WA. 98056
0523059075
LOT B
JOB SITE
SOUTHPORT LLC
0823059216
JOB SITE
1083 LAKE WASHINGTON BLVD N
RENTON, WA. 98056
0523059076
DRAINAGE & UTILITY EASEMENT
RESERVED FOR THE USE OF LOTS 1,
2, 3 AND 4 PER REC. NO.
20000131900006
LAKE WASHINGTON
WORK AREA
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9
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5
6
HYATT REGENCY PIER REPLACEMENT
SHEET
OF
NW 1/4, SECTION 8, TOWNSHIP 23N, RANGE 5E
Know what's
Call
below.
before you dig.
R
ER
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10/15/25
1.PROJECT DESCRIPTION
CONDUCT ELEVEN (11) PILE SPLICES TO EXISTING FLOAT PIER, PER PLAN. REMOVE
EIGHT (8) DERELICT PILES. NO EXCAVATION OR FILL IS PROPOSED. ALL WORK WILL
BE PERFORMED FROM UTILITY BARGE (NO WORK WILL BE PERFORMED FROM THE
LAND).
2.CONSTRUCTION TECHNIQUE & SEQUENCING
A. PRE-FABRICATION
SPLICES WILL BE FABRICATED IN THE CONTRACTOR’S SEATTLE YARD AND WILL BE
EPOXY COATED. ALL CONSTRUCTION MATERIALS WILL BE LOADED ONTO THE
CRANE BARGE IN THE CONTRACTOR’S SEATTLE YARD AND TRANSPORTED TO THE
SITE FOR INSTALLATION.
B. SITE PREPARATION
THIS SITE REQUIRES NO PREPARATION PRIOR TO CONSTRUCTION.
C. ONSITE CONSTRUCTION
1) MOBILIZATION OF CRANE AND UTILITY BARGE;
2) REMOVE EIGHT (8) DERELICT PILES;
3) SPLICE ELEVEN (11) INTERNAL FLOAT PILES;
-ALL SPLICES WILL BE PREFABRICATED AT CONTRACTOR’S SEATTLE SHOP.
-DIVERS WILL INSTALL ALL SPLICES USING HAND TOOLS UNDER THE
BUILDING.
-SPLICES ARE SECURED WITH ¾ INCH THROUGH BOLTS AND BATTERS WILL
BE ATTACHED TO VERTICAL PILES.
4) ALL OLD WOOD PILES WILL BE HAULED OUT AND DISCARDED IN AN
APPROVED UPLAND RENEW CONTAINER.
D. EQUIPMENT USED
ALL CONSTRUCTION EQUIPMENT AND MATERIALS USED IN THIS PROJECT WILL BE
STATIONED ON THE CONSTRUCTION BARGE.
E. MATERIALS USED
METAL WILL BE EPOXY-COATED HDG OR STAINLESS HARDWARE.
F. WORK CORRIDOR
THE CONSTRUCTION BARGE WILL OPERATE OFFSHORE TO AVOID BOTTOM AND
SHORELINE DISTURBANCES THAT COULD OCCUR WITH GROUND-BASED
EQUIPMENT. ALL STAGING WILL TAKE PLACE ON THE BARGE.
G. STAGING AREA
THE BARGE WILL HOLD ALL CONSTRUCTION MATERIALS DURING THE PROJECT
AND ALL CONSTRUCTION DEBRIS WILL BE HELD IN A 20 C/Y STEEL DEBRIS
CONTAINER THAT IS SECURED ON THE BARGE FOR UPLAND DISPOSAL LATER.
H. RUNNING OF EQUIPMENT DURING CONSTRUCTION
EQUIPMENT WILL BE RUNNING OFF AND ON DURING THE CONSTRUCTION PHASE,
ONLY WHEN REQUIRED, AND ONLY DURING ALLOWED WORK HOURS.
I. CLEAN-UP
ALL CONSTRUCTION DEBRIS WILL BE REMOVED AND LOADED INTO A 20 C/Y
STEEL DEBRIS CONTAINER SECURED ON THE CONSTRUCTION BARGE DURING
CONSTRUCTION. DEBRIS IS THEN TRANSPORTED BY BARGE TO THE
CONTRACTOR’S SEATTLE YARD, OFF-LOADED, AND SHIPPED TO AN APPROVED
UPLAND DISPOSAL SITE.
J. PROJECT TIMING
ALL PROPOSED CONSTRUCTION WILL TAKE PLACE DURING DAYLIGHT HOURS IN
APPROVED WORK WINDOWS UNLESS WORK NEEDS TO BE COORDINATED WITH
EVENING HOURS TO FACILITATE CONSTRUCTION IN THE APPROVED WORK
WINDOW.
K. DURATION OF CONSTRUCTION
ON SITE CONSTRUCTION WILL TAKE TWO WEEKS.
PROJECT NOTES:
SCALE: 1" = 50'
0'50'100'
SI
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ES-11
3
SITE PLAN
FLOATING DEBRIS BOOM AND SILT CURTAIN
PROJECT EXTENTS
NO WORK SHALL BE PERFORMED FROM THE LAND-SIDE
ALL WORK TO BE DONE FROM A UTILITY BARGE
NO EARTHWORK/DISTURBANCE PROPOSED
171 SQFT
RAMP TO REMAIN
(NO WORK PROPOSED)
36 SQFT
PIER TO REMAIN
(NO WORK PROPOSED)
THE BRISTOL AT SOUTHPORT I
1083 LAKE WASHINGTON BLVD N
RENTON, WA 98056
052305-9076
2166.7 SQFT PIER TO BE
REPAIRED W/ (11) PILE SPLICES
OHWL 21.85' @
FACE OF BULKHEAD
±520-LF CONC.
BULKHEAD TO REMAIN
(NO WORK PROPOSED)
36 SQFT
PIER TO REMAIN
(NO WORK PROPOSED)
156.75 SQFT
RAMP TO REMAIN
(NO WORK PROPOSED)
400 SQFT
FLOAT TO REMAIN
(NO WORK PROPOSED)
EXISTING 4120 SQFT PIER TO REMAIN
(NO WORK PROPOSED)
HYATT REGENCY AT SOUTHPORT
1053 LAKE WASHINGTON BLVD N
RENTON, WA 98056
052305-9075
1883.44 SQFT
FLOATS TO REMAIN
(NO WORK PROPOSED)
Ø5" FLOTATION
Ø1"x6" STEEL
PIPE OR
CHAIN WEIGHTS
FLOATING
DEBRIS
BOOM
CURTAIN
Ø1x6" PIPE OR
CHAIN WEIGHTS
3.0 O.C.
4.0 O.C.
1.5
FLOATING DEBRIS BOOM
PROFILE
NTS
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9
8
0
5
6
HYATT REGENCY PIER REPLACEMENT
SHEET
OF
NW 1/4, SECTION 8, TOWNSHIP 23N, RANGE 5E
Know what's
Call
below.
before you dig.
R
ER
O
S
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10/15/25
SCALE: 1" = 30'
0'30'60'
PL
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&
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ES-22
3
PLAN VIEW
1"=30'
1.SEE WATERFRONT CONSTRUCTION DOCUMENTS FOR CONSTRUCTION
REQUIREMENTS.
2.CONTRACTOR IS SOLELY RESPONSIBLE FOR PREVENTING ANY AND ALL DEBRIS
FROM LEAVING THE CONTAINMENT AREA.
CONSTRUCTION NOTES:
TESC PLAN
TESC PROFILE
3
3
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,
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A
9
8
0
5
6
HYATT REGENCY PIER REPLACEMENT
SHEET
OF
NW 1/4, SECTION 8, TOWNSHIP 23N, RANGE 5E
Know what's
Call
below.
before you dig.
R
ER
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
A
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I
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L
NO
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S
10/15/25
ES-31STANDARD EROSION AND SEDIMENTATION CONTROL NOTES
RENTON STANDARD PLAN 268.00