Exhibit B-Jarrell Cove Specifications.pdf
PDF 3 MB Posted
- Attached to
- Marine Fabrication Southwest Region State Parks
- Solicitation number
- RFP 325-338
- Issued by
- Adams County, Asotin County, Benton County, Chelan County, Clallam County, Clark County, Columbia County, Cowlitz County, Douglas County, Ferry County, Franklin County, Garfield County, Grant County, Grays Harbor County, Island County, Jefferson County, King County, Kitsap County, Kittitas County, Klickitat County, Lewis County, Lincoln County, Mason County, Okanogan County, Pacific County, Pend Oreille County, Pierce County, San Juan County, Skagit County, Skamania County, Snohomish County, Spokane County, Stevens County, Thurston County, Wahkiakum County, Walla Walla County, Whatcom County, Whitman County, Yakima County, Asotin City, Clarkston City, Clarkston Heights-Vineland CDP, West Clarkston-Highland CDP, Benton City, Chelan City, Chelan Falls CDP, Clallam Bay CDP, Lewisville CDP, Rock Island City, Pacific Beach CDP, Whidbey Island Station CDP, Mercer Island City, Pacific City, Bainbridge Island City, Kingston CDP, Kitsap Lake CDP, Kittitas City, Klickitat CDP, Okanogan City, Anderson Island CDP, Fort Lewis CDP, Fox Island CDP, Herron Island CDP, Ketron Island CDP, North Fort Lewis CDP, Raft Island CDP, Stevenson City, Hat Island CDP, Lake Stevens City, Snohomish City, Spokane City, Spokane Valley City, Puget Island CDP, Garfield Town, Yakima City, Washington
About this file
This document contains the specifications and details for the Jarrell Cove State Park Southwest Region Waterfront Repairs project led by the Washington State Parks and Recreation Commission. The project involves fabrication and installation of stainless steel cross bracing and related components for pier repairs at Jarrell Cove and Twanoh State Parks. The scope includes removal and replacement of existing timber cross bracing, installation of grout-filled fiberglass jackets on timber piles, and restoration of railings. The project covers multiple counties and jurisdictions across the state of Washington.
The pricing terms, set-asides, and other contract details are not explicitly provided in this document. However, it is a state and local contract opportunity, so standard state and local procurement requirements would apply. The funding source and amounts are also not specified, but this appears to be a capital project managed by the Washington State Parks and Recreation Commission.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Exhibit C-Twanoh Specifications.pdf.crdownload | CRDOWNLOAD file | |
| Exhibit A-Sample Contract.pdf | ||
| RFP 325-338 PreBid Notes.pdf | ||
| Amendment 2.pdf | ||
| RFP 325-338 Prebid Presentation.pdf | ||
| RFP 325-338 Marine Fabrication SW Region.pdf | ||
| Amendment 1.pdf |
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Text version
NORTH
VICINITY MAP
APPROVED FOR CONSTRUCTION
date date
CA
D#
: X
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CI
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CA
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M
AN
AG
ER
T O
PR
OV
ID
E
COVER SHEET & SHEET INDEX1
INDEX
DESCRIPTIONSHEET
SEE SITE PLANS FOR PROJECT SITE INFORMATION
SOUTHWEST REGION WATERFRONT REPAIRS
HOLLY WILLIAMS
SOPHIA DANENBERG, CHAIR
LAURIE CONNELLY ALI RAAD
REGION MANAGER
SCOTT MERRIMAN
WASHINGTON STATE PARKS
& RECREATION COMMISSION CAPITAL PROGRAM MANAGER
DIANA DUPUIS, DIRECTOR
MICHAEL LATIMER KEN BOUNDS
JARRELL COVE STATE PARK
PROJECT TEAM2
GENERAL NOTES, ABBREVIATIONS, & LEGEND3
SITE PLAN & ELEVATION - JARRELL COVE STATE PARK4
DETAILS - PILE REPAIRS & JACKETS
DETAILS - BRACING
NEAH
BAY
ABERDEEN OLYMPIA
TACOMA
SEATTLE
EVERETT
PORT ANGELES
JARRELL COVE STATE PARK
STRA I T OF J UAN DE FUCA
Area Manager: Jarrell Cove - Joel Pillers
PROJECT TEAM
STATE OF WASHINGTON
PARKS AND RECREATION COMMISSION
1111 ISRAEL ROAD SOUTHWEST
POST OFFICE BOX 42650
OLYMPIA, WASHINGTON 98504-2650
www.parks.wa.gov
WASHINGTON STATE PARKS AND RECREATION COMMISSION
PARKS AND RECREATION COMMISSION
1111 ISRAEL ROAD SOUTHWEST
POST OFFICE BOX 42650
OLYMPIA, WASHINGTON 98504-2650
REID PARKER
CONSTRUCTION PROJECT ADMINISTRATOR
TELEPHONE: (360) 480-9753
reid.parker@parks.wa.gov
OWNER:
OWNER'S REPRESENTATVE:
PROJECT ARCHITECTURAL AND ENGINEERING CONSULTANTS
PROJECT LEAD: MOFFATT & NICHOL
600 UNIVERSITY ST
SUITE 610
SEATTLE, WA 98101
www.moffattnichol.com
AARON PATTERSON
CIVIL ENGINEER
(206) 622-0222 apatterson@moffattnichol.com
NONE
PARKS FILE#
SCALE
PARKS
STATE
RECREATION
WASHINGTON
COMMISSION
AND
RE
VI
SI
ON
S
CHECKED (HDQTS.)
PROJECT ENGINEER
DESIGNED
CHECKED (FIELD)
DRAWN
ACTION BY DATE
NO
CAD NO.
AP
P.
IN
T.
DA
TE
ALP 3/13/2024
SIA 3/13/2024
SHEET 2 OF 6
R E
E
NIGNEL
P R
O
F E S S IO N A
ST
AT
E
OF WAS
T
HING
N
O
E EETIG S
R D R
50289
AA
RO
N L . PATTERSON
JARRELL COVE
STATE PARK
SOUTHWEST
REGION
WATERFRONT
REPAIRS
PROJECT TEAM
3/20/2024
*NOTE: LETTER INDICATES ELEVATION OR SECTION; NUMBER
INDICATES PLAN OR DETAIL. DASH (-) INDICATES SECTION/DETAIL
IS FROM SAME SHEET.
' FOOT/FEET
" INCH
∅ DIA
° DEGREES
ACZA AMMONIACAL COPPER ZINC ARSENATE
APPROX APPROXIMATE
ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS
℄ CENTERLINE
CDF CONTROLLED DENSITY FILL
CONC CONCRETE
CTR CENTER
DBL DOUBLE
ELEV ELEVATION
EQ EQUAL, EQUALLY
EX EXISTING
FB FIBER STRESS IN BENDING
FT FEET/FOOT
HS HIGH STRENGTH
IN. INCH/INCHES
MAX MAXIMUM
MHHW MEAN HIGHER HIGH WATER
MHW MEAN HIGH WATER
MIN MINIMUM
ML MUDLINE
MLLW MEAN LOWER LOW WATER
MLW MEAN LOW WATER
No., # NUMBER
OC ON CENTER
PL PLATE
R RADIUS
SIM SIMILAR
SPECS SPECIFICATIONS
SS STAINLESS STEEL
STL STEEL
TYP TYPICAL
w/ WITH
SHEET NOTE CALLOUT
EQUALS "SEE NOTE 1"
SHEET NOTE CALLOUT
2 PART DETAIL CALLOUT
B
VIEW TITLE
VIEW TITLE
ELEV/PLAN/SECTION/DETAIL
LETTER/NUMBER
CALLED FROM SHEET NUMBER
DETAIL NUMBER
SHOWN ON SHEET NUMBER
DETAIL NUMBER
SHOWN ON SHEET NUMBER
2 PART SECTION CALLOUT
NONE
R E
E
NIGNEL
P R
O
F E S S IO N A
ST
AT
E
OF WAS
T
HING
N
O
E EETIG S
R D R
50289
AA
RO
N L . PATTERSON
PARKS FILE#
SCALE
PARKS
STATE
RECREATION
WASHINGTON
COMMISSION
AND
RE
VI
SI
ON
S
CHECKED (HDQTS.)
PROJECT ENGINEER
DESIGNED
CHECKED (FIELD)
DRAWN
ACTION BY DATE
NO
CAD NO.
AP
P.
IN
T.
DA
TE
ALP 3/13/2024
SIA 3/13/2024
SHEET 3 OF 6
JARRELL COVE
STATE PARK
SOUTHWEST
REGION
WATERFRONT
REPAIRS
GENERAL NOTES,
ABBREVIATIONS,
& LEGEND
Fabricator to build two sets of crossbracing to dimensions on sheet 6
JARRELL COVE
STATE PARK
SOUTHWEST
REGION
WATERFRONT
REPAIRS
SITE PLAN &
ELEVATION
SCALE: 1" = 20' 0
20'
40'
10'
20'
SITE PLAN - JARRELL COVE STATE PARK
ELEVATION - T-DOCK
SCALE: 1" = 10'
+15
+20
+25
+30
+10
+5
-5
-10
-15
-20
+15
+20
+25
+30
+10
+5
-5
-10
-15
-20
EL
EV
AT
IO
N
IN
F
EE
T (M
LL
W
EL
EV
AT
IO
N
IN
F
EE
T (M
LL
W
PILE TOP REPAIR.
SEE .
PILE JACKET.
SEE 3
EX FLOATING DOCK
NORTH
PROJECT LOCATION
391 E. WINGERT RD, SHELTON, WA 98584
SEC-25 T21N R2W
MASON COUNTY
47° 17' 02" N 122° 53' 07" W
TIDAL DATUMS REFERENCED FROM DESIGN DRAWING TITLED JARRELL COVE STATE
PARK MARINE PROJECT FLOATS, PILING AND RIPRAP, DATED NOVEMBER 1983:
MHHW: +14.7' MHW: +13.3' MLW: UNKNOWN (APPROX +3') MLLW: 0.00'
TIDAL DATA:
MARINA
PROJECT LOCATION -
JARRELL COVE STATE PARK
JA
RR
EL
L C
OV
E
LONG DOCK
JARRELL COVE
STATE PARK
HASTINE
ISLAND
T DOCK
EX WALKWAY
20'
TYP
EX 4' x 38' GANGWAY
EX SHORELINE
EX TOP OF BANK
EX DIRT ROAD ACCESS
FROM PARKING LOT
JA
RR
EL
L
CO
VE
S
TA
TE
P
AR
K
RO
AD
W
AY
EX TRAIL FROM ROAD
EX TREES, TYP
EX STAIRWAY
EX APPROX
TOP OF BANK
EX PIER
REMOVE & REPLACE EX
BRACING. SEE 1
EX STAIRWAY
EX RIPRAP
PILE AND RAILING
REPAIR. SEE 2
EX FLOATING DOCK
EX GANGWAY EX TOP OF PIER
5 4 3 2 1
PILE JACKET.
SEE 3
TOP OF JACKET
ELEV +15.5'
EXTEND PILE JACKET 2' INTO ML
APPROX EX ML
JARRELL COVE
E
NORT
H
ISL
AN
D DR
E W
IN
GE
RT
R
D
R E
E
NIGNEL
P R
O
F E S S IO N A
ST
AT
E
OF WAS
T
HING
N
O
E EETIG S
R D R
50289
AA
RO
N L . PATTERSON
10'
20'
TIMBER PILE
BENT NO.
LEGEND:
PARKS FILE#
SCALE
PARKS
STATE
RECREATION
WASHINGTON
COMMISSION
AND
RE
VI
SI
ON
S
CHECKED (HDQTS.)
PROJECT ENGINEER
DESIGNED
CHECKED (FIELD)
DRAWN
ACTION BY DATE
NO
CAD NO.
AP
P.
IN
T.
DA
TE
ALP 3/13/2024
SIA 3/13/2024
SHEET 4 OF 6
30°
EX THRU-BOLT, TYP
CUT EX PILE
REMOVE AND
DISPOSE EX 10"∅
TIMBER PILE, TOP
A
EX 4x10 TIMBER
STRINGER
EX COMPOSITE
GRATING
EX TIMBER BEAM
DETACH EX RAILING
COMPONENTS FROM THE PILE BY
EXTRACTING EX SCREWS, TYP
PROTECT PILE TOP
PER SPECIFICATIONS
4x4 POST
M
AT
CH
E
X
HE
IG
HT
AB
OV
E
DE
CK
EQ
EQ
B
3/4"∅ THRU-BOLT
SECURE EX RAILING TO
4x4 POSTS USING 3" SS
SCREWS, TYP
EXTRACT EX
SCREWS, TYP
EX STRINGER
EX PILE
SS SCREWS, TYP
EX STRINGER
EX PILE
THRU-BOLT, TYP
EX TIMBER PILE
GROUT-FILLED FIBERGLASS
JACKET, SEE TABLE
TOP OF JACKET
SEE TABLE
CROSS
BRACING
CROSS
BRACING SIM
INJECTION PORTS SHALL BE
COMPLETELY REMOVED ONCE
JACKETS HAVE BEEN INSTALLED
EX
TE
ND
J
AC
KE
T
2' B
EL
OW
M L
EX ML ELEV VARIES,
SEE TABLE
BOTTOM SEAL PER
MANUFACTURER'S
RECOMMENDATIONS
C
TROWEL-GRADE
EXPOXY BEVEL, TYP
PILE ∅ VARIES
(CONTRACTOR TO
FIELD VERIFY)
SPACER, TYP
2" ANNULAR VOID TO BE
FILLED W/ EPOXY GROUT
TONGUE-AND-
GROOVE JOINT
FIBERGLASS JACKET
SELF-TAPPING SS
SCREW AT 6" OC, FULL
HEIGHT OF JACKET
LOW-MODULUS
TROWEL GRADE
EPOXY IN GROOVE
EX TIMBER PILE
FILL VOID W/
EPOXY GROUT
SEAL PILE TOP W/
TOPCOAT PER SPECS22 GAUGE ANNEALED
CORROSION - RESISTANT
ALUMINUM PILE TOP COVER
SECURE W/ 8 SS FLAT
HEAD NAILS EQ SPACED
DETAIL - PILE FRESH HEAD 2
DETAIL - RAILING RESTORATION
A
ELEVATION - PILE FRESH HEAD B
ELEVATION - RAILING RESTORATION
SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-0"
DETAIL - PILE JACKET
SCALE: 3/4" = 1'-0"
C
SECTION - PILE JACKET
SCALE: 2" = 1'-0"
R E
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NIGNEL
P R
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F E S S IO N A
ST
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OF WAS
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N
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R D R
50289
AA
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N L . PATTERSON
DETAIL - PILE TOP REPAIR
SCALE: 3/4" = 1'-0"
PILE JACKET TABLE
1'
2'
6"
1'
PARKS FILE#
SCALE
PARKS
STATE
RECREATION
WASHINGTON
COMMISSION
AND
RE
VI
SI
ON
S
CHECKED (HDQTS.)
PROJECT ENGINEER
DESIGNED
CHECKED (FIELD)
DRAWN
ACTION BY DATE
NO
CAD NO.
AP
P.
IN
T.
DA
TE
ALP 3/13/2024
SIA 3/13/2024
SHEET 5 OF 6
JARRELL COVE
STATE PARK
SOUTHWEST
REGION
WATERFRONT
REPAIRS
DETAILS - PILE
REPAIRS & JACKETS
11.25
REMOVE AND DISPOSE EX
3"x10" CREOSOTE-TREATED
TIMBER CROSS BRACING
WHERE SHOWN ON PLANS, TYP
EX TIMBER
PILE, TYP
REMOVE AND DISPOSE EX
THRU-BOLT. FILL HOLE
PER SPECIFICATIONS, TYP. EX ML ELEV
VARIES
ELEV VARIES
EX DECKING
EX STRINGER, TYP
EX TIMBER BEAM
ELEV - MATCH
EX THRU-BOLT,
SEE SCHEDULE
SS THREADED
ROD, TYP
-TYP
-SIM
CONTRACTOR TO LOCATE
TURNBUCKLE AT OR
ABOVE EL = +12.00
ELEV - MATCH
EX THRU-BOLT,
SEE SCHEDULE
VARIES
1 1/2"
TYP
3" TYP
HS 3/4"∅ BOLT, TYP, DBL
NUT, STAKE/DAMAGE
THREADS AFTER TIGHT
EX RAILING AND DECK
COMPONENTS NOT SHOWN
CL C BENTL
CL
3 1/2"
TYP
EX 3x10
TIMBER BEAM
EX 10" ∅ ± TIMBER PILE
(CONTRACTOR TO FIELD
VERIFY ∅ )
CL
STAINLESS STEEL CLEVIS, PIN,
THREADED ROD AND TURNBUCKLE,
MIN ALLOWABLE CAPACITY = 25 KIPS
STAINLESS STEEL
PADEYE PL 1/2", SEE
STAINLESS STEEL COLLAR
PL 3/4" x 0'-9", INNER
DIAMETER TO MATCH
TIMBER PILE, 1/2"± MAX
1" OFFSET
C RODL
SIM DENOTES CENTERLINE OF
ROD IS OFFSET ON OPPOSITE
SIDE OF BENT CENTERLINE TO
CLEAR UPPER ROD
1/2" +/- GAP
NOTE: CONTRACTOR TO VERIFY PILE
DIMENSIONS PRIOR TO FABRICATION
AND ENSURE FULL CONTACT OF
COLLAR WITH PILE AFTER TIGHTENING
1 1/2" TYP
3" TYP
CL C BENTL
CL
3 1/2"
TYP
EX 10" ∅ ± TIMBER PILE
(CONTRACTOR TO FIELD VERIFY ∅ )
CL
STAINLESS STEEL
CLEVIS, THREADED
ROD, AND TURNBUCKLE
STAINLESS STEEL
PADEYE PL 1/2", SEE
STAINLESS STEEL COLLAR PL 3/4" x
0'-9", INNER DIAMETER TO MATCH
JACKETED TIMBER PILE, 1/2"± MAX
NEOPRENE
FIBERGLASS JACKET
FIBERGLASS JACKET
1/2" x 10" WIDE NEOPRENE
C RODL
1" OFFSET
HS 3/4"∅ BOLT, TYP, DBL
NUT, STAKE/DAMAGE
THREADS AFTER TIGHT
EX TIMBER PILE, TYP
EX ML ELEV
VARIES
GROUT-FILLED
FIBERGLASS JACKET
WHERE SHOWN ON PLANS
CROSS BRACING - SEE
BRACING REPLACEMENT TABLE
1/4"
SHOULDER
1" MIN
6"
HOLE TO MATCH CLEVIS
PIN DIAMETER PLUS
1/16"
2"
5/16
DETAIL - CROSS BRACING REMOVAL
SCALE: 1/2" = 1'-0"
DETAIL - CROSS BRACING
SCALE: 1/2" = 1'-0"
DETAIL - CROSS BRACING
SCALE: 1" = 1'-0"
ELEVATION
PLAN
R E
E
NIGNEL
P R
O
F E S S IO N A
ST
AT
E
OF WAS
T
HING
N
O
E EETIG S
R D
R 50289
AA
RO
N L . PATTERSON
JARRELL COVE
STATE PARKS
SOUTHWEST
REGION
WATERFRONT
REPAIRS
DETAILS - BRACING4
DETAIL - CROSS BRACING AT PILE JACKET
SCALE: 1" = 1'-0"
ELEVATION
PLAN
BRACING REPLACEMENT TABLE
1'
2'
2'
4'
DETAIL - PADEYE
SCALE: 1 1/2" = 1'-0"
PARKS FILE#
SCALE
PARKS
STATE
RECREATION
WASHINGTON
COMMISSION
AND
RE
VI
SI
ON
S
CHECKED (HDQTS.)
PROJECT ENGINEER
DESIGNED
CHECKED (FIELD)
DRAWN
ACTION BY DATE
NO
CAD NO.
AP
P.
IN
T.
DA
TE
ALP 3/13/2024
SIA 3/13/2042
SHEET 6 OF 6
3/20/2024
11.25
11.25
RRParker465 Callout Eye to eye connecting rod length:
Bent 1: 8'6" Bent 5: 11'
RRParker465 Callout Fabricate 7 Collars 11-1/4" Inside Diameter
RRParker465 Callout Fabricate 1 Collar 16" inside diameter
| Sheets and Views |
| 1 10445T-01_CVR SHT INDX OF DWG_P1 - Layout1 |
| 2 10445T-02_PROJECT TEAM_P1 - Layout1 |
| 3 10445G-01_GEN NOTES_P1 - Layout1 |
| 4 10445S-01_SITE PLAN Jarrell Cove SP_P1 - Layout1 |
| 5 10445S-09_DETAILS 1_P1 - DETAILS - PILE REPAIRS & JACKETS |
| 6 10445S-10_DETAILS 2_P1 - DETAILS - BRACING |
File details come from the government source that posted it. Updated .