3-NW-C3914 Stuart Isl-Reid Harbor Moorage Imprv-Drwgs.pdf

PDF 42 MB Posted Aug 13, 2025

Attached to: State Parks Project – Reid Harbor Moorage Facility at Stuard Island State Park
Solicitation number: NW-C3914
Issued by: Washington

About this file

Written by GovTribe AI · Aug 26, 2025

The document is a comprehensive set of engineering and construction drawings for the Washington State Parks and Recreation Commission's Reid Harbor Moorage Facility Improvement Project at Stuart Island State Park. The project involves removing existing timber structures, including a pier, gangway, floats, and offshore island floating dock with creosote timber piles, and replacing them with new steel-framed floats featuring grated decking and steel pile supports. The project site is located in San Juan County, with specific geographic coordinates of Latitude 48° 40' 32.13N and Longitude 123° 11' 59.22W. The drawings, dated June 4, 2025, are part of a bid set and detail the complete reconstruction of the moorage facility, including site plans, demolition plans, platform and float specifications, and technical details for pile installation and fabrication.

The project appears to be fully funded through the Washington State Parks and Recreation Commission's capital program, with Evan Edgecomb from Mott MacDonald serving as the principal project engineer. The design incorporates comprehensive environmental considerations, including protection of existing trees, eelgrass beds, and adherence to local environmental protection standards. Technical specifications include detailed design loads, materials specifications (including hot-dip galvanized steel, aluminum components, and recycled plastic lumber), and specific requirements for pile driving, rock socketing, and environmental monitoring. The project includes multiple float types (moorage, island, and dinghy) and considers various environmental conditions, with design specifications accounting for wave loads, wind speeds, and seismic considerations. The overall project emphasizes structural integrity, environmental protection, and long-term durability of the marine infrastructure.

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File	Type	Posted
1-NW-C3914 Stuart Isl-Reid Harbor Moorage Imprv-BidBondReq.xlsx	XLSX spreadsheet	Aug 13, 2025
4-NW-C3914 Stuart Isl-Reid Harbor Moorage Imprv-Specs.pdf	PDF	Aug 13, 2025
2-NW-C3914 Stuart Isl-Reid Harbor Moorage Imprv-BidProposalForm.xlsx	XLSX spreadsheet	Aug 13, 2025

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NORTH

PROJECT LOCATION

NORTH

VICINITY MAP

APPROVED FOR CONSTRUCTION

Area Manager: AARON DAVIDSON

INDEX

date date

: S

-Z

-2

DESCRIPTIONSHEET

STUART ISLAND STATE PARK

SEC-28 T-37-N R-4-W

SAN JUAN COUNTY - TAX PARCEL NUMBER #472813001000

LATITUDE: 48° 40' 32.13°N

LONGITUDE: 123° 11' 59.22°W

STUART ISLAND STATE PARK

REID HARBOR MOORAGE FACILITY IMPROVEMENTS

REGION MANAGER

WASHINGTON STATE PARKS

& RECREATION COMMISSION CAPITAL PROGRAM MANAGER

COVER SHEET

PROJECT TEAM

GENERAL NOTES 1

GENERAL NOTES 2

EXISTING SITE PLAN

DEMOLITION PLAN - OVERALL

DEMOLITION PLAN - MOORAGE FACILITY

SITE PHOTOS 1

SITE PHOTOS 2

SITE PLAN - OVERALL

SITE PLAN - MOORAGE FACILITY

SITE PLAN - UPLAND

SITE PLAN - FLOATS AND PLATFORM

SITE PLAN - ISLAND FLOATS AND PUMPOUT

PROFILE - MOORAGE FACILITY

ABUTMENT DETAILS

PLATFORM DETAILS 1

PLATFORM DETAILS 2

PLATFORM DETAILS 3

GANGWAY AND HEADFRAME DETAILS

PILE DETAILS AND SCHEDULE

HARO

STRAIT

SAN JUAN ISLAND

ORCAS

ISLAND

CANADA

UNITED STATES

STUART

ISLAND

WALDRON ISLAND

SHAW

ISLAND

MORESBY ISLAND

SIDNEY

ISLAND

SOUTH

PENDER

ISLAND

PROJECT LOCATION

STUART ISLAND STATE PARK

PROJECT LOCATION

STUART ISLAND STATE PARK

VANCOUVER ISLAND

BRITISH COLUMBIA

STRAIT OF

GEORGIA

BRITISH COLUMBIA

STRAIT OF

JUAN DE FUCA

PACIFIC OCEAN

WASHINGTON

ALI RAAD

LAURIE CONNELLY, CHAIR

SOPHIA DANENBERG HOLLY WILLIAMS

MICHAEL LATIMER

DIANA DUPUIS, DIRECTOR

SCOTT MERRIMAN ALFIE ALVARADO-RAMOS

MOORAGE FLOAT PLAN AND ELEVATION

ISLAND FLOAT PLAN AND ELEVATION

FLOAT NOTES

MOORAGE AND ISLAND FLOAT SECTIONS AND DETAILS

DINGHY FLOAT SECTIONS

TYPICAL FLOAT DETAILS

FLOAT 'A' PLAN, ELEVATION AND SECTION

FLOAT 'B' PLAN, ELEVATION AND SECTION

FLOAT 'C' PLAN, ELEVATION AND SECTION

FLOAT '1' PLAN, ELEVATION AND SECTION

FLOAT '2' PLAN, ELEVATION AND SECTION

FLOAT '3' PLAN, ELEVATION AND SECTION

FLOAT '4' PLAN, ELEVATION AND SECTION

FLOAT 'D1' PLAN, ELEVATION AND SECTION

FLOAT 'D2' PLAN, ELEVATION AND SECTION

FLOAT 'D3' PLAN, ELEVATION AND SECTION

STEEL FABRICATION WALERS 1

STEEL FABRICATION WALERS 2

STEEL FABRICATION WALERS 3

STEEL FABRICATION END PILE HOOP

STEEL FABRICATION LEDGERS

STEEL FABRICATION END CAPS

STEEL FABRICATION END CAPS 2

STEEL FABRICATION SILLS

STEEL FABRICATION COVER PLATES

HDPE FABRICATION RUBSTRIP

06/16/2025

07/08/25

PROJECT TEAM

GEOTECHNICAL ENGINEER:

FLOAT DESIGN ENGINEER:

STEVE HELVEY, LG, LEG, LHG

SENIOR ENGINEERING GEOLOGIST

TELEPHONE: (253) 831-2613

shelvey@geoengineers.com

KELLY LAFAVE, PE

PRESIDENT, SENIOR ENGINEER

TELEPHONE: (360) 466-8627

kdlafave@msn.com

GEOENGINEERS

1101 FAWCETT AVE, STE 200

TACOMA, WA 98402

www.geoengineers.com

MARINE STRUCTURES ENGINEERING, INC.

1004 COMMERCIAL AVE, STE 364

ANACORTES, WA 98221

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

220 N. WALNUT STREET

BURLINGTON, WASHINGTON 98233

JONATHAN GIBSON, P.E.

PROJECT REPRESENTATIVE

TELEPHONE: (360) 755-5262

Jonathan.Gibson@parks.wa.gov

OWNER:

OWNER'S REPRESENTATVE:

PROJECT ARCHITECTURAL AND ENGINEERING CONSULTANTS

PROJECT LEAD: EVAN EDGECOMB, P.E.

PRINCIPAL PROJECT ENGINEER

TELEPHONE: (425) 977-2592

Evan.Edgecomb@mottmac.com

MOTT MACDONALD

1601 5TH AVE, STE 800

SEATTLE, WA 98101

www.mottmac.com

PARKS FILE#

SCALE

PARKS

STATE

RECREATION

WASHINGTON

COMMISSION

AND

CHECKED (HDQTS.)

PROJECT ENGINEER

DESIGNED

CHECKED (FIELD)

DRAWN

ACTION BY DATE

CAD NO.

6/4/25

S-4812-Z41-2022-PROJECT TEAM

EE 6/4/25

TM 6/4/25

PY 6/4/25

EE 6/4/25

SHEET 2 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

PROJECT TEAM

NONE

BID SET

PARKS FILE#

SCALE

PARKS

STATE

RECREATION

WASHINGTON

COMMISSION

AND

CHECKED (HDQTS.)

PROJECT ENGINEER

DESIGNED

CHECKED (FIELD)

DRAWN

ACTION BY DATE

CAD NO.

6/4/25

S-4812-Z41-2022-GENERAL NOTES 1

EE 6/4/25

TM 6/4/25

PY 6/4/25

EE 6/4/25

SHEET 3 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

GENERAL NOTES 1

NONE

SURVEY INFORMATION: (APPLIES TO ALL SITE PLANS)

1. ESTABLISH SURVEY CONTROL POINTS AND DATUMS USING A LICENSED SURVEYOR AND SEND

TO OWNER FOR APPROVAL. THE SAME DATUMS AND CONTROL POINTS SHALL BE APPLICABLE TO

ALL SITES. CONTRACTOR SHALL SUBMIT SURVEY CONTROL AND DATUM INFORMATION FOR

REVIEW AND APPROVAL BY THE OWNER AT LEAST 15 BUSINESS DAYS PRIOR TO COMMENCING

WORK.

2. TOPOGRAPHIC SURVEY PROVIDED BY WASHINGTON STATE PARKS IN 2020.

3. BATHYMETRIC SURVEY PROVIDED BY DELPHIS IN 2018.

4. HORIZONTAL DATUM IN NAD83, WASHINGTON STATE PLANE, NORTH ZONE, US FT.

5. VERTICAL DATUM IN MEAN LOWER LOW WATER.

6. NO PERMANENT BENCHMARKS EXIST IN THE VICINITY.

WATER LEVELS

1. REFER TO SPECIFIC REQUIREMENTS. WATER LEVELS SHOWN ARE FOR REFERENCE ONLY AND DO

NOT INDICATE CONDITIONS DURING CONSTRUCTION.

CODES AND STANDARDS

1. ALL METHODS AND MATERIALS SHALL CONFORM TO THE IBC, AS AMENDED AND ADOPTED BY THE

LOCAL AUTHORITIES.

2. REINFORCED CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATIONS FOR

STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301) AND "BUILDING CODE REQUIREMENTS FOR

REINFORCED CONCRETE" (ACI 318), LATEST EDITION.

3. ALL STRUCTURAL STEEL DESIGN AND CONSTRUCTION SHALL COMPLY WITH ANSI/AISC 360.

4. ALL STRUCTURAL WELDING SHALL COMPLY WITH ALL AWS D1.1 AND 1.2.

5. REFERENCE TO ASTM AND OTHER STANDARDS SHALL MEAN THE LATEST EDITION IN EFFECT ON

THE BID DATE, UNLESS NOTED OTHERWISE IN THESE DOCUMENTS OR DESIGNATED BY THE

GOVERNING CODE.

GENERAL NOTES

1. THESE NOTES CONTAIN GENERAL INFORMATION AND ARE NOT COMPREHENSIVE. VERIFY

INFORMATION PROVIDED HERE WITH THE SPECIFICATIONS AND OTHER REFERENCED

DOCUMENTS. BRING ANY CONFLICTS TO THE ATTENTION OF WASHINGTON STATE PARKS

(OWNER) BEFORE WORK IS INITIATED. THE OWNER WILL RESOLVE ANY SUCH CONFLICT.

2. FIELD VERIFY ALL DIMENSIONS AND DETAILS PRIOR TO FABRICATION AND CONSTRUCTION.

3. ABIDE BY ALL APPLICABLE ENVIRONMENTAL PERMITTING REQUIREMENTS, WATER QUALITY

REQUIREMENTS, LOCAL ENVIRONMENTAL PROTECTION STANDARDS, PERMITTING LAWS, AND

REGULATIONS.

4. FOLLOW ALL APPLICABLE SAFETY REGULATIONS. METHODS OF DEMOLITION, CONSTRUCTION, AND ERECTION OF STRUCTURAL MATERIAL ARE THE CONTRACTOR'S RESPONSIBILITY.

5. CONFIRM EXTENT AND LOCATION OF STAGING AREAS WITH THE OWNER.

6. ALL LOCATIONS OF EXISTING FEATURES ARE APPROXIMATE AND HAVE BEEN ESTABLISHED FROM AVAILABLE RECORDS AND LIMITED FIELD INVESTIGATIONS. FIELD VERIFY EXISTING FEATURES

PRIOR TO STARTING CONSTRUCTION ACTIVITIES.

7. PROTECT ALL EXISTING FEATURES LOCATED IN THE PROJECT AREA, INCLUDING TREES, UNLESS

SPECIFICALLY CALLED OUT TO BE REMOVED.

8. PRIOR TO ANY DEMOLITION AND EARTHWORK ACTIVITIES, VERIFY ALL EXISTING CONDITIONS, AND PROVIDE AND INSTALL ADEQUATE BMP'S TO CAPTURE ANY CONSTRUCTION DEBRIS IN

ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, AND PERMIT REQUIREMENTS.

9. REVIEW SITE CONDITIONS INCLUDING EXISTING GROUND CONDITIONS AND GRADES PRIOR TO

MOBILIZING ON SITE.

10. UNLESS EXPLICITLY NOTED OTHERWISE, THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK

SHOWN IN DRAWINGS, INCLUDING ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT.

11. FOR NOTES ON THE FLOAT CONSTRUCTION, SEE SHEET 24.

DEMOLITION

1. WHERE INDICATED ON THE PLANS, REMOVE ALL EXISTING STRUCTURES, INCLUDING

WALKWAYS, GANGWAYS, PILING, MISCELLANEOUS METALS, FLOATS, AND MISCELLANEOUS

DEBRIS, TO THE DEPTH SPECIFIED IN THESE CONTRACT DOCUMENTS, OR TO THE DEPTH AS

DIRECTED BY THE OWNER. BEFORE STARTING THE DEMOLITION WORK, SUBMIT A PLAN

SHOWING THE PROPOSED METHOD, EQUIPMENT, AND SEQUENCE FOR THE REMOVAL WORK TO

THE OWNER FOR APPROVAL. REVIEW THE CONTRACT DOCUMENTS FOR ALL SUBMITTAL

REQUIREMENTS.

2. FULLY EXTRACT PILES AS INDICATED IN THESE DRAWINGS. IF THE PILE BREAKS DURING

EXTRACTION, REMOVE THE REMAINDER OF THE PILE OR CUT IT OFF THREE FEET BELOW THE

MUDLINE.

3. EXTRACTION OF PILES SHALL CONFORM TO SPECIFICATIONS AND THE APPROPRIATE

REGULATORY PERMITS.

TIDAL WATER LEVELS (MLLW)

MEAN LOWER LOW WATER (DESIGN LOW)

MEAN HIGH WATER

MEAN HIGHER HIGH WATER

HIGH TIDE LINE / ORDINARY HIGH WATER (DESIGN HIGH)

0.00 FT

7.21 FT

7.86 FT

9.25 FT

MATERIALS AND CONSTRUCTION

1. PROVIDE ADEQUATE SHORING, BRACING, AND CUTTING OF ALL COMPONENTS AS REQUIRED

FOR SAFETY AND STRUCTURAL INTEGRITY THROUGHOUT CONSTRUCTION IN ACCORDANCE

WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS.

2. ALL REQUIRED SHOP DRAWINGS PER THE SPECIFICATIONS MUST BE SUBMITTED AND REVIEWED

PRIOR TO FABRICATION.

3. ALL STEEL SHALL BE HOT-DIPPED GALVANIZED. ALL STAINLESS STEEL SHALL BE TYPE 316.

DESIGN LOADS (FIXED STRUCTURES)

1. DESIGN LOADS AND REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND

THE SPECIFICATIONS.

2. DEAD LOADS:

· SELF WEIGHT OF STRUCTURES, INCLUDING APPURTENANCES AND ATTACHMENTS

3. LIVE LOADS:

· UNIFORM LOAD: 100 PSF OVER DECK SURFACE AREA

· POINT LOAD: 400 LB ACTING ON A 1 SQ FT AREA AT ANY POINT ON DECK SURFACE

4. SNOW LOADS:

· 30 PSF OVER DECK SURFACE AREA

5. WIND LOADS:

· DESIGN WIND SPEED: V = 110 MPH

· WIND IMPORTANCE FACTOR: I = 1.0 (OCCUPANCY CATEGORY ll)

· EXPOSURE CATEGORY: = D

6. SEISMIC LOADS:

· RISK CATEGORY: II

· SEISMIC IMPORTANCE FACTOR: I = 1.0

· SITE CLASS: C (UPLAND), E (IN-WATER)

· SS = 1.201

· S1 = 0.435

· R = 3

7. WAVE LOADS:

· MIN 250 LB/FT

· SIGNIFICANT WAVE HEIGHT: 3.5 FT

· PEAK PERIOD: 3.2 SECONDS

8. DEFLECTION:

· LL ONLY: L/500

· DL + LL: L/360

9. DESIGN VESSEL

THE DESIGN VESSEL FOR THE FLOATING DOCK SYSTEMS IS A 60 FOOT LONG POWER BOAT.

STEEL

1. MATERIAL SPECIFICATION MIN STRENGTH APPLICABILITY

(Fy/Fu, KSI)

CONCRETE

1. REINFORCING STEEL

A. UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER FOR

REINFORCING:

USE COVER

CAST-IN-PLACE 3"

B. LAP REINFORCING BARS IN ACCORDANCE WITH ACI 318.

C. DETAIL REINFORCING STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE FOR

DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315.

2. PROVIDE A CONCRETE MIX DESIGN WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28

DAYS:

A. CAST-IN-PLACE CONCRETE 5,000 PSI

3. PROVIDE CONCRETE ABUTMENT WITH A BROOM-FINISHED SURFACE AND A 1/2" RADIUS ON ALL

EXPOSED CORNERS.

4. WHERE NECESSARY, PROVIDE AND INSTALL ADDITIONAL REINFORCING (STEEL STIFFENERS, BRACING, LIFTING INSERTS, ETC.) TO RESIST ERECTION AND TRANSPORTATION STRESSES. LIFTING INSERTS SHALL BE INSTALLED AT LOCATIONS WHERE THEY WILL BE HIDDEN BY CONSTRUCTION OR

OTHERWISE COVERED.

WELDING

1. CONFORM TO THE LATEST EDITION OF AWS D1.1 FOR ALL STRUCTURAL AND MISCELLANEOUS

STEEL WELDING.

2. ALL WELDERS SHALL BE CERTIFIED BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS

(WABO) OR AWS AND BE ABLE TO PRODUCE THE REQUIRED CONTINUITY RECORDS.

3. CONFORM TO THE LATEST EDITION OF AWS D1.2 FOR ALL ALUMINUM WELDING.

PILING CAPS (BIRD CAPS)

1. PROVIDE BLACK FIBERGLASS PILING BIRD CAPS FOR ALL PILES INDICATED TO RECEIVE ONE

ON THE PILE SCHEDULE.

1. THE CONTRACTOR SHALL MOBILIZE ALL REQUIRED EQUIPMENT FOR PILE INSTALLATION WORK INCLUDING A VIBRATORY HAMMER, IMPACT HAMMER, DOWN-THE-HOLE HAMMER, AND BUBBLE CURTAIN.

2. UTILIZE A TEMPLATE OR DRIVING FRAME TO MAINTAIN PROPER ALIGNMENT OF PILE DURING INSTALLATION. PILES SHALL BE INSTALLED TO ACHIEVE THE MINIMUM TIP ELEVATIONS SHOWN ON THE DRAWINGS. SELECT AN APPROPRIATE PILE DRILL AND VIBRATORY HAMMER TYPE AND SIZE, AS REQUIRED TO ACHIEVE THE PILE TIP DEPTHS AND REQUIRED LOAD CAPACITIES WITHOUT DAMAGING THE PILING, IN COMPLIANCE WITH THE RELEVANT PERMIT AND PROJECT DOCUMENTS. SUBMIT PILE LOGS WITHIN 24 HOURS OF EACH PILE INSTALLATION TO THE OWNER. MAINTAIN DRILLS AND HAMMERS IN PROPER ALIGNMENT DURING INSTALLATION OPERATIONS BY USE OF LEADS OR GUIDES ATTACHED TO THE HAMMER AND DRILL. REMOVE AND REPLACE PILES DAMAGED DURING INSTALLATION AT THE

CONTRACTOR'S EXPENSE.

3. ROCK SOCKETING MAY BE REQUIRED TO SEAT THE PILES. MOBILIZE EQUIPMENT AND PERSONNEL FOR DRILLING AND ROCK SOCKETING. SUBMIT A DRILLING AND ROCK SOCKETING PLAN TO THE OWNER AS

PART OF THE BID PACKAGE.

4. ENVIRONMENTAL PROTECTION MEASURES INCLUDING MARINE MAMMAL MONITORING AND MARBLED MURRELET MONITORING IS A REQUIREMENT OF THE PROJECT PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE QUALIFIED ON-SITE STAFF FOR MARINE MAMMAL AND MARBLED MURRELET MONITORING. CONDUCT WORK IN ACCORDANCE WITH RELEVANT MONITORING PLANS AND DEVELOP

SUCH PLANS AS NECESSARY FOR APPROVAL BY THE OWNER.

5. DETERMINE FINAL PILE LOCATIONS TO CORRESPOND WITH THE LOCATIONS OF PILE GUIDES ON THE

FLOATS.

6. DO NOT DEMOBILIZE PILE INSTALLATION EQUIPMENT PRIOR TO OWNER AND ENGINEER ACCEPTANCE OF AS-BUILT PILE LOCATIONS AND PLUMBNESS. REMOBILIZATION DUE TO NON-CONFORMANCE IN PILE

INSTALLATION WILL BE AT THE CONTRACTOR'S EXPENSE.

7. NOTIFY OWNER A MINIMUM OF FOUR WEEKS PRIOR TO THE START OF PILE INSTALLATION.

PILE DRIVING

1. PROVIDE FINAL DESIGN OF ALL ALUMINUM STRUCTURES, INCLUDING GANGWAYS, PLATFORMS, AND WALKWAYS, IN ACCORDANCE WITH THESE DRAWINGS AND SPECIFICATIONS.

ALUMINUM STRUCTURES

A. ASTM A36: 36/58 C-, L-SHAPES, PLATE, BARS

B. ASTM A53, GR. B: 35/60 STEEL PIPE TYPE S

C. ASTM A252, GR. 3: 45/66 ALL PILES

D. ASTM A325: -/120 BOLTS

E. ASTM A500, GR. B: 42,46/58 ROUND AND RECTANGULAR HSS

F. ASTM A563: -/- NUTS

G. ASTM A572, GR. 50 50/65 HP SHAPES

H. ASTM A615, GR. 60: 60/90 REINFORCING BAR

I. ASTM A992: 50/65 W-SHAPES

J. ASTM F1554, GR. 55: 55/75 ANCHOR RODS

K. ASTM F436: -/- WASHERS

L. AWS E70XX: 57/70 STEEL WELDING ELECTRODE

2. COATINGS: HOT-DIP GALVANIZED, UNO

(REFER TO SECTION 05 05 00)

3. PILE LENGTHS: PILE CUTOFF ELEVATION -

PILETIP ELEVATION +3 FT

(MINIMUM) (REFER TO PILE

SCHEDULE ON SHEET 22 FOR

CUTOFF AND TIP ELEVATIONS)

ALUMINUM

1. MATERIAL SPECIFICATION MIN STRENGTH APPLICABILITY

(Fy/Fu, KSI)

A. 6061-T6 35/42 ALL SHAPES

UNO

B. TYPE 316 SS 30/75 FASTENERS BETWEEN ALUMINUM

COMPONENTS

1. THE CRITICAL ELEMENT REQUIRING SPECIAL INSPECTION PER IBC CHAPTER 17 ARE AS FOLLOWS:

A. CAST-IN-PLACE CONCRETE

1. REINFORCEMENT MATERIAL AND LAYOUT

2. CONCRETE PLACEMENT, PROTECTION, AND CURING

3. ANCHOR BOLT TESTING

4. CONCRETE CYLINDER TESTING

B. STRUCTURAL STEEL

1. MATERIALS SAMPLING, TESTING AND VERIFICATION

2. WELDING PROCEDURES SPECIFICATIONS

C. PILE DRIVING AND TESTING

1. PILE INSTALLATION

2. PILE DRIVING LOGS

3. PILE SPLICES

SPECIAL INSPECTION

PARKS

STATE

RECREATION

WASHINGTON

COMMISSION

AND

CHECKED (HDQTS.)

PROJECT ENGINEER

DESIGNED

CHECKED (FIELD)

DRAWN

ACTION BY DATE

CAD NO.

6/4/25

S-4812-Z41-2022-GENERAL NOTES 2

EE 6/4/25

TM 6/4/25

PY 6/4/25

EE 6/4/25

SHEET 4 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

GENERAL NOTES 2

NONE

SHEET SYMBOLS

SHEET NOTE CALLOUT

EQUALS "SEE NOTE 1"

3 PART DETAIL CALLOUT

A 36 163

3 PART SECTION CALLOUTS

B 3 138

D 6 18

C 12 43

CALLOUTS

D 6 18

3 PART SECTION TITLE

3 PART DETAIL TITLE 1

12 34

ABBREVIATIONS

ACI AMERICAN CONCRETE INSTITUTE

ADA AMERICANS WITH DISABILITIES ACT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

ALUM ALUMINUM

ASSY ASSEMBLY

B.O. BOTTOM OF

BMP BEST MANAGEMENT PRACTICES

CENTERLINE

CIP CAST-IN-PLACE

CRZ CRITICAL ROOT ZONE

CLR CLEAR

∅/DIA DIAMETER

DL DEAD LOAD

ETC. ET CETERA

EA EACH

EL ELEVATION

FT FEET

FRP FIBER REINFORCED PLASTIC

FY YIELD STRENGTH

FU ULTIMATE STRENGTH

GALV. GALVANIZED

GR GRADE

H HORIZONTAL

HDQTS HEADQUARTERS

HDPE HIGH DENSITY POLYETHYLENE

HSS HOLLOW STRUCTURAL SECTION

HTL HIGH TIDE LINE

IBC INTERNATIONAL BUILDING CODE

INC. INCORPORATED

INIT INITIAL

KSI KILOPOUND PER SQUARE INCH

L LENGTH

LB POUND

LB/FT POUND PER FOOT

LL LIVE LOAD

LOC LIMIT OF CONSTRUCTION

MAX MAXIMUM

MHW MEAN HIGH WATER

MHHW MEAN HIGHER HIGH WATER

MIN MINIMUM

MLLW MEAN LOWER LOW WATER

MPH MILES PER HOUR

NAD83 NORTH AMERICAN DATUM OF 1983

NO. NUMBER

O.C. ON CENTER

OHW ORDINARY HIGH WATER

PL PLATE

PSI POUNDS PER SQUARE INCH

PSF POUNDS PER SQUARE FOOT

REQ'D REQUIRED

SS STAINLESS STEEL

STA STATION

SYM SYMMETRICAL

SQ FT SQUARE FOOT

TBM TEMPORARY BENCH MARK

T.O. TOP OF

TESC TEMPORARY EROSION AND SEDIMENT CONTROL

TYP TYPICAL

UHMW ULTRA HIGH MOLECULAR WEIGHT

UNO UNLESS NOTED OTHERWISE

V VELOCITY / VERTICAL

W WEST/WESTING

WABO WASHINGTON ASSOCIATION OF BUILDING OFFICIALS

WP# WORK POINT

W/ WITH

@ AT

' MINUTES OR FEET

" SECONDS OR INCHES

° DEGREES

% PERCENT

< LESS THAN

+/- PLUS OR MINUS

BID SET

DETAIL NUMBER

CALLED FROM

SHEET NUMBER

SHOWN ON

SHEET NUMBER

SECTION LETTER

CALLED FROM

SHEET NUMBER

SHOWN ON

SHEET NUMBER

-10

-10 -1

-9

-8

-7

-6 -5 -4

-11

-12

-13

-14

-15

-3 -2 -1

-9

-8

-7 -6

-5 -4

-3 -2 -1

-11

-12-13

-14

6' TYP.

OHWMHW

PARKS FILE#

SCALE

PARKS

STATE

RECREATION

WASHINGTON

COMMISSION

AND

CHECKED (HDQTS.)

PROJECT ENGINEER

DESIGNED

CHECKED (FIELD)

DRAWN

ACTION BY DATE

CAD NO.

6/4/25

S-4812-Z41-2022-EXISTING SITE PLAN

EE 6/4/25

TM 6/4/25

PY 6/4/25

EE 6/4/25

SHEET 5 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

EXISTING SITE PLAN

1" = 50'

EXISTING ISLAND FLOATS

EXISTING ISLAND FLOATS EXISTING MOORAGE FACILITY

LEGEND

OHW OHW

-30 EXISTING CONTOUR

HIGH TIDE LINE (HTL)

ORDINARY HIGH WATER (OHW)

PHOTO LOCATIONS

(SEE SHEETS 8 AND 9)

50'

100'

EXISTING SITE PLAN

OHW/HTL

MHW MHW MEAN HIGH WATER (MHW)

MHW

BID SET

EBB

FLOOD

REID HARBOR

NOTES

1. PHOTO LOCATIONS AND ORIENTATIONS SHOWN

IN THIS DRAWING ARE APPROXIMATE.

EXISTING PUMPOUT

LOC

LOCLOC

LOC

-10

-10 -1

-9

-8

-7

-6 -5 -4

-11

-12

-13

-14

-15

-3 -2 -1

-9

-8

-7 -6

-5 -4

-3 -2 -1

-11

-12-13

-14

6' TYP.

OHWMHW

PARKS FILE#

SCALE

PARKS

STATE

RECREATION

WASHINGTON

COMMISSION

AND

CHECKED (HDQTS.)

PROJECT ENGINEER

DESIGNED

CHECKED (FIELD)

DRAWN

ACTION BY DATE

CAD NO.

6/4/25

S-4812-Z41-2022-DEMOLITION PLAN - OVERALL

EE 6/4/25

TM 6/4/25

PY 6/4/25

EE 6/4/25

SHEET 6 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

DEMOLITION PLAN -

OVERALL

1" = 50'

EXISTING ISLAND FLOATS

(TO BE SALVAGED) AND

PILES (TO BE REMOVED

AND DISPOSED)

EXISTING ISLAND FLOATS

(TO BE SALVAGED) AND

PILES (TO BE REMOVED

AND DISPOSED)

EXISTING PUMPOUT AND PILES

(PUMPOUT TO BE PROTECTED

AND REATTACHED TO NEW PILES.

EXISTING TIMBER PILE DOLPHINS

TO BE REMOVED AND DISPOSED)

DEBRIS BOOM

LEGEND

OHW OHW

-30 EXISTING CONTOUR

HIGH TIDE LINE (HTL)

ORDINARY HIGH WATER (OHW)

50'

100'

DEBRIS BOOM, TYP.

LIMITS OF CONSTRUCTION, TYP.

LOC LIMIT OF CONSTRUCTION (LOC)

MHW MHW MEAN HIGH WATER (MHW)

BID SET

DEMOLITION PLAN

EXISTING MOORAGE FACILITY

(TO BE REMOVED AND DISPOSED),

SEE SHEET 7

OHW/HTL

MHW

NOTES

1. SALVAGED FLOATS AND GANGWAY ARE TO BE PROTECTED AND TRANSPORTED TO

THE WASHINGTON STATE PARKS AND RECREATION COMMISSION CORNET BAY

MAINTENANCE FACILITY LOCATED IN THE DECEPTION PASS STATE PARK.

2. PROJECT SITE DOES NOT HAVE DESIGNATED LAYDOWN / STAGING AREA.

COORDINATE WITH THE OWNER'S REPRESENTATIVE IF A LAYDOWN / STAGING AREA

IS DESIRED. SEE SHEET 7 FOR POTENTIAL UPLAND LAYDOWN / STAGING AREA.

EBB

FLOOD

REID HARBOR

'-0

110'-0"±

8'-

6'-6"±

6'- 0"

8'-0"±

40'-0"±

5'- 0"

20'-5"±

16'-3"± 4'-8"±

4'-8"±

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

LOC

-1

-5

-4

-3

-2

-1

OHW OHW

OHW

MHW

PARKS FILE#

SCALE

PARKS

STATE

RECREATION

WASHINGTON

COMMISSION

AND

CHECKED (HDQTS.)

PROJECT ENGINEER

DESIGNED

CHECKED (FIELD)

DRAWN

ACTION BY DATE

CAD NO.

6/4/25

S-4812-Z41-2022-DEMOLITION PLAN - MOORAGE FACILITY

EE 6/4/25

TM 6/4/25

PY 6/4/25

EE 6/4/25

SHEET 7 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

DEMOLITION PLAN -

MOORAGE FACILITY

1" = 10'

EXISTING TIMBER FLOATS

(TO BE REMOVED AND DISPOSED)

DEBRIS BOOM

LEGEND

EXISTING CONTOUR

HIGH TIDE LINE (HTL)

ORDINARY HIGH WATER (OHW)

OHW / HTL

EXISTING TREES

EXISTING

INFORMATION KIOSK

(TO BE PROTECTED)

EXISTING FALLEN TREE

BENCHMARKS

POINT NO. NORTHING EASTING ELEVATION (FT)

TBM1 620,043.49 1,068,661.96 +15.77'

TBM2 620,028.47 1,068,751.99 +39.52'

TBM1

TBM2

10'

20'

EXISTING TIMBER PIER

(TO BE REMOVED

AND DISPOSED)

EXISTING TIMBER FLOAT

(TO BE REMOVED AND DISPOSED)

EXISTING 5' X 33' GANGWAY

(TO BE SALVAGED)

NOTES

1. RELOCATE FALLEN TREE TO THE NORTHWEST OF THE PROJECT SITE, AS DIRECTED BY THE OWNER'S REPRESENTATIVE. TREE MAY BE CUT

UP TO AID IN THE RELOCATION PROCESS. MINIMIZE NUMBER OF CUTS TO ONLY WHAT IS NEEDED TO MOVE THE TREE.

2. PROJECT SITE DOES NOT HAVE CONFIRMED DESIGNATED LAYDOWN/STAGING AREA. LOCATION DRAWN IS PROPOSED PENDING CULTURAL

RESOURCE INVESTIGATION. COORDINATE WITH THE OWNER'S REPRESENTATIVE IF A LAYDOWN/STAGING AREA IS DESIRED.

3. AFTER DEMOLITION OF EXISTING STRUCTURE IN THE UPLAND, REMOVE EXISTING VEGETATION FROM DISTURBED SOIL, SMOOTH

DISTURBED SOIL TO BLEND WITH EXISTING GRADE, AND PLANT SALISH SEEDS FROM THE SAN JUAN COUNTY CONSERVATION LAND BANK

IN DISTURBED SOIL AREAS.

4. CONTRACTOR TO PROVIDE TESC BMP'S FOR ADDRESSING DISTURBED GROUND RELATED TO THE DEMOLITION AND ABUTMENT WORK.

5. CONTRACTOR SHALL PROTECT ALL TREES AND SHALL RECEIVE APPROVAL FROM OWNER PRIOR TO LIMBING OR IMPACTING ROOT

SYSTEMS OF ANY TREES.

6. PHOTO LOCATIONS AND ORIENTATIONS SHOWN IN THIS DRAWING ARE APPROXIMATE.

7. COORDINATE REMOVAL OF EXISTING PICNIC TABLES WITH OWNER. TABLES DETERMINED BY THE OWNER TO BE IN GOOD SHAPE SHALL

BE MOVED INTO THE UPLAND AS DIRECTED BY THE OWNER.

8. CONTRACTOR TO TAKE SALVAGED SIGNS AND REINSTALL THEM ONTO THE NEW STRUCTURE AS NOTED ON SIGN SCHEDULE. THE

CONTRACTOR IS RESPONSIBLE FOR DESIGNING, PROCURING AND INSTALLING CONNECTING HARDWARE FOR SIGNS ONTO THE NEW STRUCTURE WHERE NO DETAIL IS SHOWN. SEE SHEET 13 FOR NEW SIGN INSTALLATION LOCATIONS. SIGNS TO BE REPLACED WILL BE FURNISHED BY THE OWNER. COORDINATE WITH OWNER REGARDING SIZE OF NEW SIGNS. CONTRACTOR TO FIELD VERIFY DIMENSIONS

SALVAGED SIGNS TO BE REINSTALLED.

EXISTING MOORAGE FACILITY

DEBRIS BOOM, TYP.

LIMITS OF

CONSTRUCTION, TYP.

MHW

OHW OHW

LOC LIMIT OF CONSTRUCTION (LOC)

MHW MHW MEAN HIGH WATER (MHW)

TEMPORARY BENCHMARK (TBM)

1EXISTING FALLEN TREE

(18) EXISTING

CREOSOTE TIMBER

PILES (TO BE REMOVED

AND DISPOSED)

BID SET

EBB

FLOOD

REID HARBOR

-4

-5

-6

-7 -8

-9 -10

-11

-5

# PHOTO LOCATIONS

(SEE SHEETS 8 AND 9)

# NOTE CALLOUT

SIGN SCHEDULE

ID CONTENTS ACTION

1 "NO SWIMMING OFF DOCK" INSTALL NEW SIGNS

2 "THANK YOU FOR YOUR VISIT" SALVAGE AND REINSTALL

3 "RECREATION MOORAGE ONLY 3 NIGHT LIMIT" SALVAGE AND REINSTALL

4 BOATERS INFORMATION SALVAGE AND REINSTALL

5 "PACK IT IN / PACK IT OUT" SALVAGE AND REINSTALL

6 DOG ON LEASH PICTOGRAM SALVAGE AND REINSTALL

7 STATE PARKS SHIELD SALVAGE AND REPLACE WITH NEW SIGNS

8 "REID HARBOR" SALVAGE AND REPLACE WITH NEW SIGNS

9 "BOATERS...MOORAGE RULES" PROTECT IN PLACE

SIGN 9

(TO BE PROTECTED)

SIGN 5 AND 6

(TO BE SALVAGED

AND REINSTALLED)SIGN 2 AND 3

(TO BE SALVAGED

AND REINSTALLED)

EXISTING FALLEN TREE

SIGN 4

(TO BE SALVAGED

AND REINSTALLED)

SIGN 7 AND 8

(TO BE SALVAGED AND REPLACED)

PARKS

STATE

RECREATION

WASHINGTON

COMMISSION

AND

CHECKED (HDQTS.)

PROJECT ENGINEER

DESIGNED

CHECKED (FIELD)

DRAWN

ACTION BY DATE

CAD NO.

6/4/25

S-4812-Z41-2022-SITE PHOTOS 1

EE 6/4/25

TM 6/4/25

PY 6/4/25

EE 6/4/25

SHEET 8 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

SITE PHOTOS 1

NONE

PHOTO 1 PHOTO 2 PHOTO 3

PHOTO 5 PHOTO 6PHOTO 4

EXISTING MOORAGE FACILITY STAIRWAY AND TIMBER PIER - LOOKING SOUTHWEST

EXISTING WALKWAY - LOOKING SOUTHWEST EXISTING PUMPOUT - LOOKING SOUTHEAST ISLAND FLOATS - LOOKING SOUTHWEST

EXISTING MOORAGE FACILITY FLOATS AND GANGWAY - LOOKING NORTHWESTEXISTING UPLAND AREA - LOOKING SOUTH

EXISTING PUMPOUT

(TO BE PROTECTED AND

REATTACHED TO NEW PILES)

EXISTING BOATERS AND

MOORAGE RULES SIGN

(TO BE PROTECTED)

NOTES:

1. PHOTOS ARE PROVIDED FOR INFORMATION ONLY AND MAY NOT BE REPRESENTATIVE

OF THE EXISTING CONDITIONS DURING CONSTRUCTION.

2. SEE SHEET 5 FOR LOCATION AND BEARING OF PHOTOS SHOWN HEREIN.

EXISTING GANGWAY,

FLOATS, PIER, AND

PILES (TO BE REMOVED)

EXISTING FALLEN TREE

(TO BE RELOCATED)

EXISTING GANGWAY,

FLOATS, AND PILES

(TO BE REMOVED)

EXISTING FLOATS AND

PILES (TO BE REMOVED)

EXISTING TIMBER DOLPHINS

(TO BE REMOVED)

EXISTING ISLAND FLOAT

(TO BE SALVAGED) AND

PILES (TO BE REMOVED)

EXISTING TIMBER

WALKWAY, GANGWAY,

FLOATS, AND PILES

(TO BE REMOVED)

PARKS

STATE

RECREATION

WASHINGTON

COMMISSION

AND

CHECKED (HDQTS.)

PROJECT ENGINEER

DESIGNED

CHECKED (FIELD)

DRAWN

ACTION BY DATE

CAD NO.

6/4/25

S-4812-Z41-2022-SITE PHOTOS 2

EE 6/4/25

TM 6/4/25

PY 6/4/25

EE 6/4/25

SHEET 9 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

SITE PHOTOS 2

NONE

PHOTO 7 PHOTO 8

PHOTO 11

PHOTO 9

PHOTO 10

EXISTING PIER - LOOKING NORTHEAST EXISTING PIER - LOOKING SOUTH

EXISTING UPLAND PIER SECTION - LOOKING EAST

EXISTING UPLAND AREA AND TIMBER PIER - LOOKING SOUTHWESTEXISTING UPLAND AREA - LOOKING EAST

EXISTING BOATERS AND

MOORAGE RULES SIGN

(TO BE PROTECTED)

EXISTING DIRT PATH

NOTES:

1. PHOTOS ARE PROVIDED FOR INFORMATION ONLY AND MAY NOT BE REPRESENTATIVE

OF THE EXISTING CONDITIONS DURING CONSTRUCTION.

2. SEE SHEET 5 FOR LOCATION AND BEARING OF PHOTOS SHOWN HEREIN.

EXISTING TIMBER WALKWAY

(TO BE REMOVED)

EXISTING FALLEN TREE

(TO BE RELOCATED)

EXISTING GANGWAY, FLOATS, PIER,

AND PILES (TO BE REMOVED)

EXISTING MADRONE TREE

(TO BE PROTECTED)EXISTING DIRT PATH

EXISTING PIER

(TO BE REMOVED)

EXISTING TIMBER WALKWAY

(TO BE REMOVED)

-10

-10 -1

-9

-8

-7

-6 -5 -4

-11

-12

-13

-14

-15

-3 -2 -1

-9

-8

-7 -6

-5 -4

-3 -2 -1

-11

-12-13

-14

6' TYP.

PARKS FILE#

SCALE

PARKS

STATE

RECREATION

WASHINGTON

COMMISSION

AND

CHECKED (HDQTS.)

PROJECT ENGINEER

DESIGNED

CHECKED (FIELD)

DRAWN

ACTION BY DATE

CAD NO.

6/4/25

S-4812-Z41-2022-SITE PLAN - OVERALL

EE 6/4/25

TM 6/4/25

PY 6/4/25

EE 6/4/25

SHEET 10 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

SITE PLAN -

OVERALL

1" = 50'

ISLAND FLOATS

EXISTING PUMPOUT

REATTACHED TO NEW PILES

DEBRIS BOOM

LEGEND

OHW OHW

-30 EXISTING CONTOUR

HIGH TIDE LINE (HTL)

ORDINARY HIGH WATER (OHW)

50'

100'

LOC LIMIT OF CONSTRUCTION (LOC)

MHW MHW MEAN HIGH WATER (MHW)

BID SET

MOORAGE FACILITY

OHW/HTL

MHW

OVERALL PLAN

EBB

FLOOD

REID HARBOR

STUART ISLAND STATE PARK

LOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

-10 -10

-9

-8

-7

-6

-5

-4

-11

-12

-13

-3

-2 -1

-9

-8

-7

-6

-5

-4

-3

-2

-1

-11

-12

-13

-14

OHW

OHW OHW

OHWMHW

MHW MHW

MHW

WP1

WP3

WP4

WP5

-0+05

0+00

0+50

1+00

1+50

2+00

WP2

WP6

WORKING POINT TABLE WP#

POINT ID

WP1

WP2

WP3

WP4

WP5

WP6

NORTHING

620051.12

620046.58

620039.32

619863.69

619964.93

619970.30

EASTING

1068760.09

1068757.98

1068754.62

1068673.16

1068454.87

1068443.29

ELEVATION

0.0'

44.8'

44.3'

22.0'

0.0'

STATION DESCRIPTION

START OF ALIGNMENT

UPLAND SIDE CENTER EDGE OF CONCRETE ABUTMENT

WATER SIDE CENTER EDGE OF CONCRETE ABUTMENT

CENTER OF PLATFORM B

EDGE OF FLOATS

END OF ALIGNMENT

PARKS FILE#

SCALE

PARKS

STATE

RECREATION

WASHINGTON

COMMISSION

AND

CHECKED (HDQTS.)

PROJECT ENGINEER

DESIGNED

CHECKED (FIELD)

DRAWN

ACTION BY DATE

CAD NO.

6/4/25

S-4812-Z41-2022-SITE PLAN - MOORAGE FACILITY

EE 6/4/25

TM 6/4/25

PY 6/4/25

EE 6/4/25

SHEET 11 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

SITE PLAN -

MOORAGE FACILITY

1" = 20'

85' X 6'

GANGWAY

PLATFORM A

WALKWAY A

PLATFORM B

EBB

FLOOD

WALKWAY B

DINGHY FLOATS

GANGWAY HEADFRAME

MOORAGE FLOATS

EXISTING CONTOUR

PIPE PILES, TYP.

LEGEND

STUART ISLAND STATE PARK

REID HARBOR

20'

40'

HIGH TIDE LINE (HTL)

ORDINARY HIGH WATER (OHW)

OHW OHW

LOC LIMIT OF CONSTRUCTION (LOC)

DEBRIS BOOM

MHW MHW MEAN HIGH WATER (MHW)

LIMITS OF

CONSTRUCTION, TYP.

BID SET

MOORAGE FACILITY SITE PLAN

A 11 15

B 11 15

SEE SHEET 13

10 11

SEE SHEET 12

'-1

0" 8'

-0

'-0

'-1 0"

'-0

-0+05.00

4+42.23

4+55.00

0+00.00

0+08.00

2+01.61

OHW OHW OHW

OHW

OHW OHW

MHW

CAST-IN-PLACE

CONCRETE ABUTMENT

WALKWAY A

2H:1V

FOUNDATION GRAVEL

CRITICAL ROOT

ZONE (CRZ), TYP.

PATH REALIGNMENT

(NOT IN CONTRACT),

SEE NOTE 4

BACKFILL TO MATCH

EXISTING GRADE

EXISTING 10" MADRONE TREES

(TO BE PROTECTED)

EXISTING WOOD SIGNPOST

(TO BE PROTECTED)

OHW

EXISTING PATH

(APPROXIMATE LOCATION)

EXISTING 18" FIR TREE

(TO BE PROTECTED)

EXISTING 38" FIR TREE

EXISTING 15" MADRONE TREE

EXISTING CRZ 24" FIR TREE

-0+05

0+00

0+25

0+50

PARKS FILE#

SCALE

PARKS

STATE

RECREATION

WASHINGTON

COMMISSION

AND

CHECKED (HDQTS.)

PROJECT ENGINEER

DESIGNED

CHECKED (FIELD)

DRAWN

ACTION BY DATE

CAD NO.

6/4/24

S-4812-Z41-2022-SITE PLAN - UPLAND

EE 6/4/25

TM 6/4/25

PY 6/4/25

EE 6/4/25

SHEET 12 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

SITE PLAN -

UPLAND

1" = 5'

UPLAND SITE PLAN

10'

MHW MHW

OHW OHW

MEAN HIGH WATER (MHW)

HIGH TIDE LINE (HTL)

ORDINARY HIGH WATER (OHW)

1. CONTRACTOR SHALL VERIFY THE SLOPE AND CONDITIONS OF THE EXISTING GROUND PRIOR TO INSTALLING ABUTMENT.

2. SMOOTH OUT ALL DISTURBED SOIL AFTER DEMOLITION.

3. CLEAR AND GRUB ALL SURFACE VEGETATION AT THE ABUTMENT LOCATION PLUS AN ADDITIONAL 6 INCHES AROUND

THE ENTIRE PERIMETER OF THE ABUTMENT LOCATION.

4. NEW PATH WILL BE CONSTRUCTED BY THE OWNER. COORDINATE WORK SCHEDULE WITH THE OWNER'S

REPRESENTATIVE TO FACILITATE PATH CONSTRUCTION AFTER ABUTMENT HAS BEEN INSTALLED.

5. CONTRACTOR RESPONSIBLE FOR DESIGNING THE SHOREMOUNT ANCHORAGE TO THE ABUTMENT AND ADDING

SUPPLEMENTAL REINFORCING BARS AS REQUIRED TO ACCOMMODATE THE CONTRACTOR'S DESIGN.

6. CONTRACTOR TO PROVIDE TESC BMP'S FOR ADDRESSING DISTURBED GROUND RELATED TO THE DEMOLITION AND

ABUTMENT WORK.

7. CONTRACTOR SHALL PROTECT ALL TREES AND SHALL RECEIVE APPROVAL FROM OWNER PRIOR TO LIMBING OR

IMPACTING ROOT SYSTEMS OF ANY TREES.

NOTES

EXISTING CONTOUR

LEGEND

TBM2, SEE SHEET 7

12 16

BID SET

WP2

WP3

WP1

2+00

1+00

PARKS FILE#

SCALE

PARKS

STATE

RECREATION

WASHINGTON

COMMISSION

AND

CHECKED (HDQTS.)

PROJECT ENGINEER

DESIGNED

CHECKED (FIELD)

DRAWN

ACTION BY DATE

CAD NO.

6/4/25

S-4812-Z41-2022-SITE PLAN - FLOATS AND PLATFORM

EE 6/4/25

TM 6/4/25

PY 6/4/25

EE 6/4/25

SHEET 13 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

SITE PLAN -

FLOATS AND

PLATFORM

1" = 6'

GANGWAY HEADFRAME,

SEE SECTION ON SHEET 20

PLATFORM B

12'

DINGHY FLOATS

GANGWAY

(NOT SHOWN)

-10

-4

-11

WALKWAY AND

PLATFORM

1. RETRACTABLE LADDER LOCATION. (SCANDIA)

2. LIFE RING CABINET AND PEDESTAL AND SIGN 1 LOCATION. CONTRACTOR TO DESIGN PEDESTAL AND MOUNT FOR SIGN 1.

SIGN 1 TO BE MOUNTED TO THE PEDESTAL ABOVE LIFE RING CABINET.

3. RETRACTABLE LADDER LOCATION. (PLASTIMO)

4. SIGNS 5, 6, 7, & 8 LOCATION. SIGNS TO BE MOUNTED TO CONTRACTOR DESIGNED SIGNPOST ATTACHED TO PLATFORM

GUARDRAIL. SIGN 7 (SHIELD) AND SIGN 8 ("REID HARBOR") FACING OUT OF THE PLATFORM AND AT THE TOP OF THE SIGNPOST. MOUNT SIGNS 5 & 6 FACING INWARD BELOW SIGNS 7 & 8, BUT ABOVE THE TOP OF THE GUARDRAIL.

5. SIGN 4 LOCATION. MOUNT TO GUARDRAIL FACING OUT FROM THE PLATFORM. CONTRACTOR TO DESIGN MOUNT.

6. SIGN 2 LOCATION. MOUNT CENTERED TO GANGWAY HOIST BEAM FACING EAST. CONTRACTOR TO DESIGN MOUNT.

7. SIGN 3 LOCATION. MOUNT CENTERED TO GANGWAY HOIST BEAM FACING WEST. CONTRACTOR TO DESIGN MOUNT.

NOTES

DINGHY FLOAT AND PIER PLAN

BID SET

P# PLATFORM PILE (SEE SHEET 21)

P4P3

-5

WALKWAY A

MOORAGE FLOAT, GANGWAY

AND PLATFORM B

13 17

H# HEADFRAME PILE (SEE SHEET 21)

F# FLOAT PILE (SEE SHEET 21)

MOORAGE FLOATS

12'

MOORAGE FLOAT PLAN

F5 F4 F3 F2 F1

-10

-12

-10

-12

-10

-11

MOORAGE FLOAT,

GANGWAY AND PLATFORM B

FIXED LADDER

-3

PLATFORM A

WALKWAY B

LEGEND

PILE HOOP, TYP.

3 3

3 1

WP4

WP5

WP# WORKING POINTS (SEE SHEET 11)

6' TYP.

SCALE

PARKS

STATE

RECREATION

WASHINGTON

COMMISSION

AND

CHECKED (HDQTS.)

PROJECT ENGINEER

DESIGNED

CHECKED (FIELD)

DRAWN

ACTION BY DATE

CAD NO.

S-4812-Z41-2022-SITE PLAN - ISLAND FLOATS AND PUMPOUT

EE 6/4/25

TM 6/4/25

PY 6/4/25

EE 6/4/25

SHEET 14 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

SITE PLAN -

ISLAND FLOATS

AND PUMPOUT

AS SHOWN

EBB

FLOOD

ISLAND FLOAT PLAN

REID HARBOR

10'

20'

-11

-12

-13

-14

STEEL PIPE

PILES, TYP.

EXISTING PUMPOUT PLAN

10 14

EXISTING PUMPOUT

(TO BE PROTECTED IN-PLACE)

F9 F10

EXISTING CONTOUR

LEGEND

-30

F# FLOAT PILE (SEE SHEET 21)

DEBRIS BOOM

STEEL PIPE PILES, TYP.

EXISTING PILE HOOPS

(TO BE PROTECTED)

BID SET1. RETRACTABLE LADDER LOCATION (SCANDIA).

2. LIFE RING CABINET AND PEDESTAL LOCATION.

3. IF PILE HOOPS ON THE EXISTING PUMPOUT ARE NOT COMPATIBLE WITH THE NEW STEEL PILES, THEN INSTALL NEW

PILE HOOPS WITH SIMILAR STRENGTH AND CAPACITY AS THE EXISTING AND SUBMIT TO THE OWNER FOR APPROVAL.

NOTE

6/4/25

N, F

T (M

N, F

T (M

-60

-50

-40

-30

-20

-10

-60

-50

-40

-30

-20

-10

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80

WALKWAY A

HTL / OHW

EL. +9.25'

MLLW EL. 0.00'

PLATFORM A

T.O. DECK EL. +33.4'

WALKWAY B

PLATFORM B

T.O. DECK

EL. +22.5' (WP4)

PIPE PILE, TYP.

EXISTING GRADE

T.O. ABUTMENT

EL. +44.3' (WP3)

ABUTMENT

PILE TIP ELEVATION

EL. -40.0'

PILE TIP ELEVATION

EL. -50.0'

T.O. ABUTMENT

EL. +44.8' (WP2)

HTL / OHW EL. +9.25'

FIRE

MARINE

POWER ANDLIGHTING

FIRE

MARINE

POWER ANDLIGHTING

N, F

T (M

N, F

T (M

DISTANCE, FT

-60

-50

-40

-30

-20

-10

-60

-50

-40

-30

-20

-10

-4+80 -4+60 -4+40 -4+20 -4+00 -3+80 -3+60 -3+40 -3+20 -3+00 -2+80 -2+60 -2+40 -2+20 -2+00 -1+86

MLLW EL. 0.00'

PLATFORM B

T.O. DECK

EL. +22.5' (WP4)

GANGWAY

HEADFRAME WITH

SIGNS 2 AND 3

PIPE PILE WITH

BIRD CAP, TYP.MOORAGE FLOAT

EXISTING GRADE

DINGHY FLOATS

RETRACTABLE LADDER

(OPPOSITE SIDE)

RETRACTABLE LADDER

(OPPOSITE SIDE)

LIFE RING

AND CABINET

LIFE RING AND

CABINET AND SIGN 1

2+002+20

ACCESS LADDER

HTL / OHW EL. +9.25'

(WP5)

2+402+602+803+003+203+403+603+804+004+204+404+604+80

PILE TIP ELEVATION

EL. -50.0'

FIRE

MARINE

POWER ANDLIGHTING

FIRE

MARINE

POWER ANDLIGHTING

LIFE RING

AND CABINET

PARKS FILE#

SCALE

PARKS

STATE

RECREATION

WASHINGTON

COMMISSION

AND

CHECKED (HDQTS.)

PROJECT ENGINEER

DESIGNED

CHECKED (FIELD)

DRAWN

ACTION BY DATE

CAD NO.

S-4812-Z41-2022-PROFILE - MOORAGE FACILITY

EE 6/4/25

TM 6/4/25

PY 6/4/25

EE 6/4/25

SHEET 15 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

PROFILE -

MOORAGE FACILITY

1" = 15'

15'

30'

15 20

A 11 15

ELEVATION

B 11 15

ELEVATION

15 21

1H:1V

MIN 3"

FOUNDATION

GRAVEL

APPROXIMATE EXISTING GRADE.

CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS PRIOR TO INSTALLATION OF

PILES AND FABRICATION OF WALKWAYS.

2H:1V

TRANSITION PLATE

GUARDRAIL

MIN 6" EXCAVATION

5% SLOPE

BACKFILL WITH

NATIVE MATERIAL

MIN 12" THICK

CAST-IN-PLACE

CONCRETE ABUTMENT

UNWEATHERED

BEDROCK SURFACE

(UNKNOWN)

1'-6"1'-6"

ROCK ANCHOR

(DESIGNED BY

CONTRACTOR)

STEEL WALKWAY

SHOREMOUNT

(WP2)

(WP3)

1' -0

" M

8'-0"

#6 @ 6" O.C. EA.

DIRECTION W/90°

HOOKS AT EA. END, TYP.

#6 @ 6" O.C. EA.

DIRECTION W/90°

HOOKS AT EA. END, TYP.

CIP CONCRETE

ABUTMENT

UNWEATHERED

BEDROCK SURFACE

(DEPTH UNKNOWN)

3" T

HILTI RE-100 EPOXY ANCHOR

WITH #6 CONTINUOUS VERTICAL

BAR, 12" MIN EMBEDMENT

(DESIGNED BY CONTRACTOR)

12" DIA. CONCRETE ROCK

ANCHOR PEDESTAL

1H:1V 2H:1V

MIN 3"

FOUNDATION

GRAVEL

ALUMINUM UPLAND

GUARDRAIL, TYP.

(DESIGNED BY CONTRACTOR)

GUARDRAIL ANCHORAGE TO

CONCRETE ABUTMENT

(DESIGNED BY CONTRACTOR)

3' -6

BACKFILL WITH

NATIVE MATERIAL

. 3

'-0

CONTRACTOR TO CONFIRM

SURFACE LOCATION PRIOR TO

ROCK ANCHOR INSTALLATION

C WP2 AND WP3L

8' -0

8'-0"

1'-6"

1' -6

-6

1'-6"

3" T

1'-0"

(6) #3

#3 SPIRAL

PARKS FILE#

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SHEET 16 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

ABUTMENT DETAILS

AS SHOWN

ELEVATION - ABUTMENT

SECTION - ABUTMENT

#6 BARS X 3'-0" LONG AT 8" O.C.,

FULL PEN WELD TO WT SECTION

ALUMINUM 1/4"

COVER PLATE WALKWAY

WT12X47 STEEL WALKWAY SHOREMOUNT

CAST INTO SLAB, WALKWAY MANUFACTURER

TO PROVIDE DETAIL OF LUG AND STIFFENERS

IN WT SECTION. (DESIGNED BY CONTRACTOR)

DETAIL - SHOREMOUNT

DETAIL - ABUTMENT

DETAIL - ANCHOR PEDESTAL

12"

3" CL

12 16

3" CL

BID SET

(4) ROCK ANCHOR

PEDESTALS, TYP.

WP2

WP3

-5

-4

1+00

11'-8"

CL 1'-1/8"CL

'-4

2' -0

HP12X63

1'-1/8"

STEEL PLATE

STIFFENER, TYP.

P5 P6

P7 P8

GANGWAY LUG

AND STIFFENER

END CAP, TYP.

HP12X63

WP4

STA 2+00

13'-4"

'-6

2'-0" CL 2'-0"CL

1' -1

HP12X63

STEEL PLATE

STIFFENER, TYP.

P1 P2

P3 P4

GANGWAY LUG AND STIFFENER

END CAP, TYP.

STA 1+00

2+00

PARKS FILE#

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S-4812-Z41-2022-PLATFORM DETAILS 1

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SHEET 17 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

PLATFORM

DETAILS 1

AS SHOWN

DETAIL - PLATFORM B SUPPORT FRAME

1. CONTRACTOR IS RESPONSIBLE FOR ENSURING WALKWAY AND GANGWAY CAN FUNCTION

AT ALL WATER ELEVATIONS, AND THAT 4" MAX OPENING IS MAINTAINED.

2. PLATFORM FRAMING TO BE PREFABRICATED IN A SHOP.

3. THE ALUMINUM TRUSS ACCESS GATE SHALL BE FABRICATED TO BE FULL HEIGHT OF THE

ADJACENT TRUSS. THE GATE SHALL BE ON A SPRING LOADED HINGE TO KEEP SHUT AND

SHALL SWING INWARD. THE GATE SHALL ALSO INCLUDE A LATCH THAT CAN BE LOCKED.

NOTES

B 17 19

A 17 19

DETAIL - PLATFORM A SUPPORT FRAME

1' -1

MAX 1/2" GAP AND 1/4"

LIP BETWEEN WALKWAY

AND PLATFORM

'-0

4" T

A 17 18

WALKWAY B

PILE CAP, TYP.

12'-0"

4" T

PLATFORM

AND WALKWAY

MAX 1/2" GAP AND 1/4"

LIP BETWEEN GANGWAY

AND PLATFORM

TRANSITION

PLATE ATTACHED

TO PLATFORM B

GANGWAY

GRATING

GANGWAY

GANGWAY END

RETURNS, TYP. TO FIT

INSIDE PLATFORM

DETAIL - PLATFORMS A & B

13 17

B 17 18

GALV. STEEL ACCESS

LADDER WELDED TO

PILE AND PILE CAP

GALV. STEEL ACCESS

LADDER WELDED TO

PILE AND PILE CAP

2'-0" WIDE ALUMINUM

TRUSS ACCESS GATE

C GANGWAY AND

PLATFORM B

GANGWAY HANDRAIL

EXTENSION, TYP.

WALKWAY A

GRATING

WALKWAY HANDRAIL

EXTENSION, TYP.

-4

PLATFORM A

SUPPORT FRAME

PLATFORM B

SUPPORT FRAME

TRANSITION

PLATE ATTACHED

TO WALKWAY A

TRANSITION

PLATE ATTACHED

TO WALKWAY B

TRANSITION

PLATE ATTACHED

TO WALKWAY A

BID SET

GATE SWING

STA 2+01.61

(WP 4)

C 17 18

D 17 18

SIGN POST ON TOP

OF GUARDRAIL

ALUM L4"X4"X3/8" PILE CAP BRACKET

WITH MIN 1/2" UHMW PAD, TYP.

MANUFACTURER TO PROVIDE DETAIL

STEEL PILE

PIN CONNECTION, TYP. CONSISTS OF MIN

3/4"∅ SS BOLTS IN STD HOLES, FULLY

TIGHTENED WITH NYLOCK NUTS AND SS

LOCK WASHERS; MANUFACTURER TO

PROVIDE DETAIL. UHMW ISOLATOR WASHERS

AND SLEEVES. MINIMUM 2 BOLTS AT EACH

BRACKET W/ MINIMUM 1 BRACKET ON EITHER

SIDE OF EACH BOTTOM CHORD.

UHMW PAD

ALUMINUM

WALKWAY

PIPE PILE, TYP.

ALUMINUM PLATFORMALUMINUM

WALKWAY

WALKWAY END TO EXTEND AND

SCISSOR INSIDE OF PLATFORM IN

ORDER TO MAINTAIN MAX 4" OPENING

T.O. PILE CAP

EL +33.0'

EXTEND HANDRAIL AND RETURN TO

INTERIOR OR END WEB WITH 90° ELBOW

BEAM

PILE CAP PILE CAP

WALKWAY

WALKWAY LUG;

MANUFACTURER TO

PROVIDE DETAIL

SWING LINK CONNECTION W/ UHMW ISOLATOR

WASHERS AND SLEEVES, SEE NOTE 4, TYP.;

MANUFACTURER TO PROVIDE DETAIL

FIXED TRUSS LUG WELDED TO PILE CAP;

MANUFACTURER TO PROVIDE DETAIL

TRANSITION PLATE,

MANUFACTURER TO

PROVIDE DETAIL

ALUMINUM

GANGWAY

ALUMINUM PLATFORM

T.O. PILE CAP

EL +22.0'

PARKS FILE#

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SHEET 18 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

PLATFORM

DETAILS 2

AS SHOWN

CONTRACTOR IS RESPONSIBLE FOR ENSURING

GANGWAY CAN FUNCTION AT ALL WATER ELEVATIONS,

AND THAT 4" MAX OPENING IS MAINTAINED.

NOTE

DETAIL - SWINGLINK CONNECTION

16"

1. PERFORMANCE CRITERIA:

A. GANGWAY AND WALKWAYS ARE DESIGN-BUILD BY MANUFACTURER TO MEET

TECHNICAL SPECIFICATIONS.

2. SEE SHEET 21 FOR PILE SCHEDULE.

3. GANGWAY AND ITS CONNECTIONS SHALL BE DESIGNED TO ACCOMMODATE FULL

RANGE OF MOTION BETWEEN THE DESIGN WATER LEVELS.

4. SWING LINK PIN SHALL BE STAINLESS STEEL AND SHALL BE BILLETED AS A SINGLE

PIECE. WELDED HEADS ARE NOT ALLOWED ON THE PIN. TYPICAL ALL SWING LINK PINS.

NOTES

A 17 18

ELEVATION - PLATFORM A

B 17 18

ELEVATION - PLATFORM B

18 19

ACCESS LADDER

SEE SECTION A ON THIS

SHEET FOR INFORMATION

NOT SHOWN.

PLATFORMPLATFORM

DETAIL - PLATFORM CONNECTION

16"

BID SET

D 17 18

C 17 18

CAP

5/16

TYP

2" T

. CHAMFER PLATE

CORNERS FOR DRAINAGE

1/2" STEEL PLATE

END CAP, BOTH ENDS

1/2" STEEL

STIFFENER

PLATE, TYP.

PIPE PILE 5/16 TYP

CAP

TYP ALL

STIFFENERS5/16

5/163/4" TYP.

TOP AND

BOTTOM

BEAM

1/2" STEEL

PLATE TAB

5/16

TOP AND

BOTTOM

SIDE

MHW EL. +7.21'

MHHW EL. +7.86'

HTL / OHW

EL. +9.25'

FRONT

PARKS FILE#

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CHECKED (FIELD)

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SHEET 19 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

PLATFORM

DETAILS 3

AS SHOWN

12"

SECTION - PILE CAP (AT ENDS TYP.) ELEVATION - PLATFORM FRAME CONNNECTION

12"

1. CONTRACTOR TO PROVIDE FINAL DESIGN OF WALKWAYS, PLATFORMS, AND GANGWAY.

2. CONTRACTOR TO COORDINATE THE DESIGN BETWEEN CONNECTING STRUCTURAL

ELEMENTS TO ENSURE COMPATIBILITY DURING INSTALLATION AND OPERATION.

3. GANGWAY SHALL BE DESIGNED TO BE COMPATIBLE WITH THE FLOATS AND CONNECTED

PLATFORM BETWEEN THE DESIGN WATER LEVELS.

NOTES

A 17 19

DETAIL - ACCESS LADDER

'-0

6' -0

" M

3' -6

ACCESS

LADDER

PILE

PLATFORM B

18 19

1' -0

-0

1'-6"

SUPPORT BRACKET, TYP.

7/8" GALV. STEEL U-BOLT

FASTENED WITH DOUBLE

NUTS, TIGHTEN U-BOLT TO

SLIP CRITICAL TORQUE

C6X13 6"X1/2" BENT

FLAT BAR

UHMW SHIM

DETAIL -SUPPORT BRACKET

T O

B 17 19

BID SET

TOP CONNECTION THRU

BOLTED INTO PLATFORM

TUBE WITH 5/8" SS BOLTS,

COORDINATE WITH

PLATFORM MANUFACTURER

BOLTING PER LADDER

MANUFACTURER

GANGWAY ROLLER GUIDE: MIN 3/8"

THICK ALUM ROLLER PLATE ON FLOAT

DECK AT EACH ROLLER, MIN 8" WIDE AND

4'-0" LONG, SECURED TO FLOAT FRAMING

IN ACCORDANCE WITH GANGWAY

MANUFACTURER'S RECOMMENDATIONS.

ALUM TRANSITION PLATE

UHMW

WEAR EDGE

EXTEND HANDRAIL AND

RETURN TO INTERIOR OR

END WEB WITH 90° ELBOW

WEB, TYP.TOP CHORD

BOTTOM CHORD

HORIZONTAL RAIL, TYP.

ROLLER END ASSEMBLY

TOP OF FLOAT

DECKING

1"X3"X3" UHMW

RUBSTRIP EA.

SIDE, TYP.

LIFTING TAB 1

UHMW

RUBSTRIP, TYP.

1" TALL

(ADA COMPLIANT)

FRP DECK

ALUM TUBE FLOOR DIAGONAL

11'-0" MIN (PLATFORM)

5'-0" MIN (GANGWAY / WALKWAY)

SYM.

ALUM TUBE FLOOR BEAM, TYP.

GUARDRAIL

HEADFRAME AND

GANGWAY HOIST BEAM

MOORAGE FLOAT

STEEL PIPE

PILE, TYP.

6'-0"

T.O. PILE

SEE PILE SCHEDULE

5'-0"

PILE

GANGWAY

STORAGE CHAIN

(OWNER PROVDED)

4'X4"X2" CHAMFERED UHMW

RUB BLOCK, MECHANICALLY

ATTACHED TO THE TOP AND

BOTTOM CHORDS CENTERED

WITH THE HEADFRAME PILE

(3) EYELET HANGERS

B.O. SUSPENDED GANGWAY

MIN EL. +16.0'LIFTING

TABS, TYP.

GANGWAY

(SHOWN IN SUSPENDED POSITION)

11'-4"

4'-2"

SIGNS 2 AND 3

" O

ALUM TUBE

BOTTOM CHORD

ALUM TUBE WEB, TYP.

1/2"∅ ALUM HORIZONTAL

RAIL, BOTH SIDES

ALUM HANDRAIL FULL

LENGTH, BOTH SIDES, TYP.

ALUM TUBE TOP CHORD

2' -1

3' -6

" M

HSS 8 X 6 X 1/2

16"∅ STEEL PILE

1/2" CAP PL, EA SIDE

5/16

20"∅ X 1/2" PL

MIN 8"

BOTH SIDES

1/4

5/16TYP.

4" X 4" X 1/2" STEEL

PLATE W/ 1" Ø HOLE

TYP.

PARKS FILE#

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CHECKED (FIELD)

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SHEET 20 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

GANGWAY AND

HEADFRAME DETAILS

AS SHOWN

DETAIL - FLOAT LANDING

15 20

D 11 20

SECTION - TYPICAL GANGWAY / WALKWAY / PLATFORM

FINAL DESIGN OF GANGWAY, WALKWAYS AND PLATFORM SHALL BE PERFORMED BY THE CONTRACTOR.

NOTE

C 11 20

SECTION - GANGWAY AND HEADFRAME

1. LIFTING TAB TO ACCOMMODATE FOR A 3/4" SHACKLE.

NOTE

DETAIL - TYPICAL GUARDRAIL

12"

DETAIL - HEADRAME CONNECTION

12"

BEDROCK

-0

, S

STEEL PIPE PILE

ROCK SOCKET

PILE CUTOFF EL.

(SEE PILE SCHEDULE)

BLACK FIBERGLASS BIRD CAP

(SEE PILE SCHEDULE)

PILE TIP EL.

(SEE PILE SCHEDULE)

MUDLINE

(ELEVATION VARIES)

TOP OF BEDROCK

(ELEVATION VARIES) VI

S) , S

OVERBURDEN

OUTSIDE FLANGE CUTTING SHOE TO

WORK WITH CONTRACTOR'S MEANS

AND METHODS. INSTALL PER

MANUFACTURER'S RECOMMENDATIONS

PILE SCHEDULE

PILE ID

F10

PILE SIZE NORTHING

619911.78

619925.39

619938.99

619952.59

619966.20

619880.46

619868.52

619834.41

619695.78

619679.80

619902.75

619892.49

619961.66

619957.73

619952.15

619948.22

619869.93

619865.87

619861.47

619857.40

EASTING

1068581.01

1068551.67

1068522.34

1068493.01

1068463.68

1068151.82

1068201.29

1068257.92

1068943.85

1068975.79

1068605.48

1068600.72

1068713.45

1068721.92

1068709.04

1068717.51

1068670.75

1068679.49

1068666.81

1068675.56

PILE TIP

ELEVATION

(MLLW)

-50.0'

-40.0'

-50.0'

PILE CUTOFF

ELEVATION

(MLLW)

18.0'

30.0'

32.0'

21.0'

BIRD CAP

PARKS FILE#

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SHEET 21 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

PILE DETAILS

AND SCHEDULE

1" = 2'

1. CONTRACTOR SHALL USE A VIBRATORY HAMMER TO INSTALL THE PILE TO SPECIFIED TIP

ELEVATION. IF REFUSAL WITH VIBRATORY HAMMER IS ENCOUNTERED BEFORE REACHING THE

SPECIFIED TIP ELEVATION, UTILIZE AN IMPACT HAMMER TO PROGRESS PILE. IF REFUSAL

WITH IMPACT HAMMER IS ENCOUNTERED BEFORE TIP ELEVATION, THEN UTILIZE A DOWN

THE HOLE HAMMER AND DRILL DEEP ENOUGH TO SEAT THE PILE A MINIMUM OF 10 FEET INTO

THE HARD LAYER OR UNTIL SPECIFIED TIP ELEVATION HAS BEEN ACHIEVED. USE THE IMPACT

HAMMER AFTER DRILLING TO SEAT THE PILE INTO THE DRILLED PORTION OF SOIL.

2. PILE COORDINATES SHOWN IN THE PILE SCHEDULES ARE THE CENTER POSITION OF THE PILE.

3. SEE SECTION 316216 FOR MORE INFORMATION REGARDING PILE INSTALLATION SUCH AS PILE

DRIVING REQUIREMENTS, INSTALLATION TOLERANCES, AND A ACCEPTANCE CRITERIA.

4. FOR SOIL AND SITE CONDITIONS, SEE GEOLOGIC AND GEOTECHNICAL ENGINEERING

SERVICES REPORT "STUART ISLAND STATE PARK IMPROVEMENTS, SAN JUAN COUNTY,

WASHINGTON" DATED NOVEMBER 25, 2020 AS DEVELOPED BY GEOENGINEERS, INC.

5. ENSURE THAT BOULDERS AND OTHER OBSTRUCTIONS ON SITE DO NOT INTERFERE WITH THE

PILE DRIVING AND INSTALLATION. LOCALLY MOVE ANY SUCH OBSTRUCTIONS TO ENSURE

THAT PILES ARE INSTALLED IN THE CORRECT LOCATION AND ACHIEVE THE MINIMUM

EMBEDMENT INTO ROCK AS SHOWN ON THE DRAWINGS.

6. SURVEY AS-BUILT PILE LOCATIONS PER SECTION 010099 AND INCORPORATE PILE LOCATIONS

INTO THE FINAL FLOAT SHOP DRAWINGS TO ENSURE FLOATS AND GANGWAY FUNCTIONS

THROUGH THE FULL DESIGN WATER LEVEL RANGE WITHOUT BINDING.

NOTES

DETAIL - PILE INSTALLATION

16"Ø X 1/2"

15 21

AC BBB

1'-4"

161'-4"

26'-0"32'-4"32'-4"32'-4"32'-4"7'-4"

32'-0"

4' -8

4' -6

10'-0"

16"∅ STEEL PIPE PILE

IN INTERNAL HOOP,

TYP. 5 PLACES

FLOAT-TO-FLOAT HINGE

W/ COVER PLATE,

TYP. 4 PLACES

16"∅ STEEL PIPE PILE IN

END PILE HOOP, TYP.12" CLEAT,

TYP. 40 PLACES

FLOAT DRUM BELOW,

TYP. 40 PLACES. 4000# GANGWAY (DL REACTION)

LOCATION AT MID TIDE LEVEL

100% FRP

GRATE DECK MATCH LINE

16"∅ STEEL PIPE PILE

C PILEL

FLOAT AFLOAT BFLOAT BFLOAT BFLOAT C

C PILEL C PILEL C PILEL C PILEL C PILEL

C FLOATL

C PILEL

C FLOATL

C PILEL

FLOAT D1

1'-4"

4' -6

D1 D2

73'-0"

24'-0" 24'-0" 24'-0"

4" 4"

73'-0"

1'-4"

1' -6

16"∅ STEEL PIPE PILE IN

END PILE HOOP, TYP.

FREEBOARD ON THIS

FLOAT TAPERS DOWN

MATCH LINE

FLOAT DRUM BELOW,

TYP. 9 PLACES.

100% FRP GRATE DECK

C PILEL

C FLOATL

C PILEL

FLOAT D1 FLOAT D2 FLOAT D3

C PILEL

C FLOATL

DINGHY FLOAT PLAN AND ELEVATION

16'

MOORAGE FLOAT PLAN AND ELEVATION

16'

PARKS FILE#

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STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

MOORAGE FLOAT

PLAN AND

ELEVATION

AS SHOWN

BID SET

S-4812-Z41-2022-MOORAGE

FLOAT PLAN AND ELEVATION

3 2

1'-4" 24'-0"

32'-0"

24'-0" 1'-4"

4'-6"

EPH16-PLAN

113'-0"

4' -8

50'-4" 65'-4"

4' -6

16"∅ STEEL PIPE PILE

IN INTERNAL HOOP,

1 PLACE

FLOAT-TO-FLOAT HINGE

W/ COVER PLATE,

TYP. 3 PLACES

16"∅ STEEL PIPE

PILE IN END PILE

HOOP, TYP. 2 PLACES

12" CLEAT,

TYP. 32 PLACES

FLOAT DRUM BELOW,

TYP. 32 PLACES

100% FRP GRATE DECK

FLOAT 1FLOAT 2FLOAT 3FLOAT 4

C PILEL C PILEL C PILEL

C FLOATL

C PILEL

C FLOATL

C PILEL

ISLAND FLOAT PLAN AND ELEVATION

16'

PARKS FILE#

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CHECKED (FIELD)

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STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

ISLAND FLOAT

PLAN AND

ELEVATION

AS SHOWN

PARKS

STATE

RECREATION

WASHINGTON

COMMISSION

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CHECKED (HDQTS.)

REGISTERED STAMP

DESIGNED

CHECKED (FIELD)

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SHEET 24 OF 47

STUART ISLAND

STATE PARK

REID HARBOR

MOORAGE FACILITY

IMPROVEMENTS

FLOAT NOTES

AS SHOWN

BID SET

STRUCTURAL STEEL

1. STEEL SHAPES, BARS AND PLATES SHALL BE ASTM A36. STRUCTURAL PIPES SHALL BE ASTM A53 -

GRADE B.

WELDING

1. ALL WELDING SHALL CONFORM TO THE LATEST AWS D1.1 (STEEL) OR AWS D1.2 (ALUMINUM)

STRUCTURAL WELDING CODES AND SHALL BE PERFORMED BY AWS QUALIFIED STRUCTURAL

WELDERS USING QUALIFIED WELDING PROCEDURES. WELDER QUALIFICATIONS AND WELDING

PROCEDURES SHALL BE SUBMITTED TO OWNER FOR APPROVAL.

2. NO WELDING THROUGH GALVANIZING SHALL BE PERMITTED, ALL GALVANIZING WITHIN ONE INCH OF THE WELD SHALL BE REMOVED BY GRINDING AND REPAIRED AFTER WELDING IN ACCORDANCE

WITH THE APPROVED COATING REPAIR PROCEDURE.

3. ALL WELDS SHALL BE 100% VISUALLY INSPECTED, PRIOR TO GALVANIZING, BY AN AWS QUALIFIED WELD INSPECTOR, AT THE FABRICATOR'S OR CONTRACTOR'S EXPENSE, IN ACCORDANCE WITH THE

APPLICABLE AWS D1.1 STEEL WELDING CODE.

GALVANIZING

1. ALL MILD STEEL COMPONENTS SHALL BE HOT-DIP GALVANIZED IN STRICT ACCORDANCE WITH ASTM

A123 OR A153 AS APPLICABLE AFTER FABRICATION UNLESS NOTED OTHERWISE. FABRICATION

INCLUDES ALL PROCESSES THAT ADD OR SUBTRACT METAL, INCLUDING, BUT NOT LIMITED TO, CUTTING, GRINDING, DRILLING, PUNCHING, AND WELDING.

COATING REPAIR

1. ALL DAMAGED GALVANIZING OR GALVANIZING REMOVED FOR FIELD WELDING SHALL BE REPAIRED

IN ACCORDANCE WITH ASTM A780 USING A HOT-STICK REPAIR AND ZINC-RICH PAINT TOP COAT.

MINIMUM THICKNESS OF REPAIR COATING IS 12 MILS. REPAIR STICKS SHALL BE GALV-VIZ AS MANUFACTURED BY AMERICAN SOLDER AND FLUX OR APPROVED EQUAL AND SHALL BE MELTED AND

EVENLY WIRE BRUSHED ONTO THE ENTIRE REPAIR AREA.

BOLTS AND HARDWARE

1. ALL CONNECTING BOLTS FOR STEEL-TO-STEEL SHALL BE ASTM A325 WITH APPROPRIATE HARDENED

WASHERS, LOCK WASHERS, AND HEAVY HEX NUTS.

2. ALL STEEL-TO-PLASTIC FASTENERS SHALL BE ASTM A307 WITH APPROPRIATE WASHERS AND NUTS.

ALL CARBON STEEL FASTENERS, NUTS, WASHERS ETC. SHALL BE HOT-DIP GALVANIZED.

3. ALL BOLTED CONNECTIONS THROUGH PLASTIC SHALL INCLUDE SPRING LOCK WASHERS OR LOCK

NUTS AS NOTED.

4. ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316.

5. ALL STEEL-TO-STEEL CONNECTIONS USING A325 BOLTS SHALL BE FULLY TIGHTENED USING

TURN-OF-THE-NUT METHOD IN ACCORDANCE WITH THE AISC SPECIFICATION.

6.…

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