Exhibit C-Drawings-1.pdf

NORTH

PROJECT LOCATION

NORTH

VICINITY MAP

APPROVED FOR CONSTRUCTION

AREA MANAGER: JASON ARMSTRONG

date date

CA

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PROJECT TEAM

COVER SHEET

EXISTING SITE PLAN

INDEX

7 TESC AND DEMOLITION PLAN

DESCRIPTIONSHEET

160 CORNET BAY ROAD, OAK HARBOR, WA 98277

SEC-25 T-34-N R-01-E

ISLAND COUNTY TAX PARCEL NUMBER R13425-160-3960

LATITUDE: 48° 24' 1.70"

LONGITUDE: 122° 37' 24.74"

DECEPTION PASS STATE PARK

MARINE MAINTENANCE VESSEL FLOAT REPLACEMENT

MICHAEL LATIMER

KEN BOUNDS, CHAIR

SOPHIA DANENBERG LAURIE CONNELLY

REGION MANAGER

MARK O. BROWN

WASHINGTON STATE PARKS

& RECREATION COMMISSION CAPITAL PROGRAM MANAGER

DIANA DUPUIS, DIRECTOR

ALI RAAD HOLLY WILLIAMS

8 SITE PHOTOS

9 PROPOSED SITE PLAN

PROJECT LOCATION

DECEPTION PASS

STATE PARK

BRITISH COLUMBIA

WASHINGTON

PACIFIC

OCEAN

STRAIT OF

JUAN DE FUCA

VANCOUVER ISLAND

BRITISH COLUMBIA

STRAIT OF

GEORGIA

PROJECT LOCATION

CORNET

BAY

SKAGIT BAY

WHIDBEY

ISLAND

FIDALGO

ISLAND

10 FLOAT SECTIONS AND DETAILS

GENERAL NOTES3

ABBREVIATIONS AND LEGEND4

11 PILE SCHEDULE AND DETAILS

BORING LOGS5

BUffOWS lslano

Affan tslano

Moun! Erie Summit Trall q

Fida/go Island

Dewey

Rosarlo Beach

Deception_ Pass State P'1ia,m..---..J

Deception Pass State Park Administration

Offices

F.i algo Bay Aquatic Reserve

Similk Beach

Go le

Snee Oosh

SWINOMlSH

RESERVATION

Museum of~ Northwest An/'r

La Conner

Shelter Bay

Bay View

Whitney

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

220 N. WALNUT ST.

BURLINGTON, WA 98223

REID PARKER

PROJECT REPRESENTATIVE

TELEPHONE: (360) 480-9753

REID.PARKER@PARKS.WA.GOV

OWNER:

OWNER'S REPRESENTATVE:

PROJECT ENGINEERING CONSULTANT

PROJECT LEAD: MOFFATT & NICHOL

600 UNIVERSITY ST.

SUITE 610

SEATTLE, WA 98101

www.moffattnichol.com

AARON PATTERSON

CIVIL ENGINEER

TELEPHONE: (206) 622-0222

apatterson@moffattnichol.com

PARKS FILE#

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PARKS

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COMMISSION

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REGISTERED STAMP

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DRAWN

ACTION BY DATE

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D200-3718-2023

AP 06/19/2023

DC 06/19/2023

XXX 06/19/2023

XXX 06/19/2023

SHEET 2 OF 11

DECEPTION PASS

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MAINTENANCE

VESSEL

FLOAT

REPLACEMENT

PROJECT TEAM

AS SHOWN

moffatt & nichol

GENERAL

1. DESIGN AND CONSTRUCT THE BOARDING FLOAT IN ACCORDANCE WITH THE PERFORMANCE

SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF THIS ELEMENT.

2. THESE NOTES CONTAIN GENERAL INFORMATION AND ARE NOT ALL INCLUSIVE. CONTRACTOR

SHALL VERIFY INFORMATION GIVEN HERE WITH SPECIFICATIONS AND OTHER DOCUMENTS AND

BRING ANY CONFLICTS TO THE ATTENTION OF THE PROJECT ENGINEER BEFORE BEGINNING

AFFECTED WORK. THE PROJECT ENGINEER WILL RESOLVE ANY SUCH CONFLICT(S).

3. IN THE EVENT OF CONFLICTING REQUIREMENTS BETWEEN THE CONTRACT DRAWINGS, GENERAL

NOTES, AND SPECIFICATIONS, THE MORE STRINGENT SHALL CONTROL AS DETERMINED BY THE

PROJECT ENGINEER.

4. ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED.

METHODS OF DEMOLITION, CONSTRUCTION, AND ERECTION OF MATERIALS ARE THE

CONTRACTOR’S RESPONSIBILITY.

5. THE CONTRACTOR SHALL REVIEW AND BECOME FAMILIAR WITH THE STATE PARKS-OBTAINED

PERMITS. THE CONTRACTOR SHALL OBTAIN ALL OTHER FEDERAL, STATE, OR LOCAL DEPARTMENT

REQUIRED PERMITS AFFECTED BY THE WORK NOT PREVIOUSLY OBTAINED BY STATE PARKS.

6. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL

ENVIRONMENTAL PROTECTION STANDARDS, PERMITS, LAWS, AND REGULATIONS.

7. THE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRIS CONTROL DEVICES AS NECESSARY TO

PREVENT DEBRIS FROM ENTERING THE WATER, AND AIRBORNE MATERIALS FROM LEAVING THE

IMMEDIATE VICINITY OF THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF

ANY MATERIALS DEPOSITED OUTSIDE AND WITHIN THE WORK AREA.

8. THE CONTRACTOR SHALL DISPOSE OF ALL HAZARDOUS / NON HAZARDOUS AND REGULATED/ NON

REGULATED DEBRIS OFF THE PROJECT SITE IN A PERMITTED LANDFILL.

9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE

PROCEEDING WITH CONSTRUCTION OR MATERIAL PROCUREMENT. ANY DISCREPANCIES IN

DIMENSIONS OR CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT

ENGINEER BEFORE PROCEEDING. THE CONTRACTOR SHALL NOT BEGIN CONSTRUCTION UNTIL

THE DISCREPANCY HAS BEEN RESOLVED BY THE PROJECT ENGINEER.

10. LOCATIONS OF EXISTING STRUCTURES SHOWN ON THE DRAWINGS ARE APPROXIMATE. THE

CONTRACTOR IS RESPONSIBLE FOR VERIFYING DISCREPANCIES WITH THE PROJECT ENGINEER

BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL REVIEW AND BECOME

FAMILIAR WITH THE RECORD DRAWINGS, AND VERIFY DIMENSIONS IN THE FIELD.

11. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE PROJECT

ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON

SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.

12. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL EXISTING SURFACES OR STRUCTURES

THAT WILL REMAIN.

13. DO NOT SCALE DRAWINGS.

14. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY; DO NOT REUSE WITHOUT PRIOR WRITTEN

APPROVAL FROM MOFFATT & NICHOL.

15. THE DRAWINGS DO NOT INDICATE THE MEANS, METHOD(S), OR SEQUENCE OF CONSTRUCTION, EXCEPT AS MAY BE SPECIFICALLY NOTED. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR

SAFETY PROGRAMS, MEANS, METHODS, AND PROCEDURES OF OPERATION FOR THE

CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS.

16. DESIGN IS BASED ON AS-BUILT INFORMATION PROVIDED BY THE OWNER AND LIMITED SITE

OBSERVATIONS. LOCATIONS AND DIMENSIONS SHOWN ARE APPROXIMATE. SURVEYS AND

GEOTECHNICAL REPORT ARE NOT AVAILABLE FOR THE SITE. ALL INFORMATION SHOWN ON

THESE DRAWINGS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF THE

WORK.

17. ALL WORK TO BE DONE BY BARGE BASED EQUIPMENT. PIER NOT SUITABLE FOR HEAVY

EQUIPMENT.

18. WORK BARGE SPUDS MUST NOT BE DRIVEN INTO EELGRASS ZONES.

CODES AND STANDARDS

ALL WORK SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE FOLLOWING CODES AND

STANDARDS. CODES AND STANDARDS SHALL BE THE LATEST EDITION AVAILABLE AS OF THE DATE OF

THE INVITATION TO BID, UNLESS OTHERWISE SPECIFIED.

1. THE INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION.

2. WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS

FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, 2022

3. AMERICAN CONCRETE INSTITUTE (ACI), BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE AND COMMENTARY, ACI 318-14, 2014.

4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), CODE OF STANDARD PRACTICE FOR

STEEL BUILDINGS AND BRIDGES, 2016 EDITION.

5. AMERICAN WELDING SOCIETY (AWS), STRUCTURAL WELDING CODE - STEEL, AWS D1.1, 2015.

6. AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

DESIGN CRITERIA

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

DRAWINGS AND THE TECHNICAL SPECIFICATIONS

2. DEAD LOAD: SELF WEIGHT OF STRUCTURES, INCLUDING APPURTENANCES AND ATTACHMENTS

3. LIVE LOAD:

UNIFORM LIVE LOAD: 40 PSF OVER DECK SURFACE AREA

POINT LOAD: 500 LBS ACTING ON A 4 SQ FT AREA AT ANY POINT ON THE DECK SURFACE BUT

NOT CLOSER THAN 2 FT FROM THE EDGE.

4. WIND LOAD:

DESIGN WIND SPEED: V = 100 MPH

WIND IMPORTANCE FACTOR: I=1.0 (OCCUPANCY CATEGORY II)

EXPOSURE CATEGORY: D

5. ENVIRONMENTAL LOAD: SEE SPECIFICATIONS

6. DESIGN VESSEL:

VESSEL: MV THUNDERBIRD

LOA: 75 FEET - 6- INCHES

BEAM: 20 FEET - 6 INCHES

LOADED DRAFT: 3 FEET

AVERAGE HEIGHT ABOVE WATER: 6.89'

MAXIMUM DESIGN BERTHING VELOCITY: 0.8 FT/SEC PERPENDICULAR TO THE BERTH

PILE DRIVING

1. CONTRACTOR SHALL USE A TEMPLATE OR DRIVING FRAME TO MAINTAIN PROPER ALIGNMENT

OF PILE DURING DRIVING. PILES SHALL BE DRIVEN TO ACHIEVE THE MINIMUM TIP ELEVATIONS

SHOWN ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR SELECTION OF APPROPRIATE

PILE HAMMER TYPE AND SIZE, AS REQUIRED TO ACHIEVE THE PILE TIP DEPTHS WITHOUT

DAMAGING THE PILING, IN COMPLIANCE WITH THE RELEVANT PERMIT AND PROJECT

DOCUMENTS. IF PILE REACHES REFUSAL PRIOR TO ACHIEVING THE SHOWN TIP ELEVATION,

THE CONTRACTOR SHALL IMMEDIATELY SUBMIT PILE DRIVING LOGS TO THE ENGINEER FOR

APPROVAL. DRIVING HAMMERS SHALL BE MAINTAINED IN PROPER ALIGNMENT DURING DRIVING

OPERATIONS BY USE OF LEADS OR GUIDES ATTACHED TO THE HAMMER. PILES DAMAGED

DURING DRIVING SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.

2. REFER TO THE PROJECT GEOTECHNICAL INFORMATION FOR DRIVING CONDITIONS.

3. ALL PILES SHALL BE FIRST DRIVEN WITH A VIBRATORY HAMMER. IMPACT DRIVING SHALL ONLY

BE PERMITTED FOR PREMATURE REFUSAL. PILES SHALL BE DRIVEN TO THE MINIMUM

EMBEDMENT SHOWN IN THE PILE SCHEDULE. SEE SPECIFICATIONS FOR ADDITIONAL DRIVING

REQUIREMENTS.

4. CONTRACTOR SHALL DETERMINE FINAL PILE LOCATIONS TO CORRESPOND WITH THE

LOCATIONS OF PILE HOOPS ON THE CONTRACTOR DESIGNED FLOATS.

5. THE CONTRACTOR SHALL NOT DEMOBILIZE PILE DRIVING EQUIPMENT PRIOR TO OWNER AND

ENGINEER ACCEPTANCE OF AS-BUILT PILE LOCATIONS AND PLUMBNESS

DECK GRATING

1. DECK GRATING SHALL HAVE A MINIMUM 60-PERCENT OPEN AREA WITH A MINIMUM HEIGHT OF

1-1/2 INCHES AND MANUFACTURED USING VINYLESTER RESIN, PREMIUM GRADE,

FIRE-RETARDANT RESIN, WITH A TEST FLAME SPREAD OF 25 OR LESS WHEN TESTED IN

ACCORDANCE WITH THE ASTM E 84 TUNNEL TEST. RESIN SHALL BE UV STABLE.

2. DECK GRATING SHALL BE FURNISHED WITH TYPE 316 STAINLESS STEEL HOLD DOWN

ATTACHMENTS AND APPURTENANCES.

4. COLOR SHALL BE LIGHT GRAY.

5. SURFACE SHALL HAVE AN INTEGRAL GRIT NON-SKID TOP SURFACE.

STEEL

1. STEEL PIPE PILE SHALL CONFORM TO ASTM A252, GR 3 MOD, MINIMUM YIELD STRENGTH Fy=

50KSI

2. STEEL PIPE PILES SHALL BE HOT-DIPPED GALVANIZED

2. MISCELLANEOUS STEEL SHAPES SHALL CONFORM TO ASTM A36.

3. STEEL PLATE SHALL CONFORM TO ASTM A572, GRADE 50.

4. BOLTS SHALL CONFORM TO ASTM A307.

5. NUTS SHALL BE ASTM A563.

6. WASHERS SHALL BE ASTM F436.

7. STEEL ITEMS SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH THE CONTRACT

SPECIFICATIONS.

STRUCTURAL STEEL

1. STRUCTURAL STEEL DESIGN, FABRICATION, & ERECTION SHALL CONFORM TO REQUIREMENTS

OF AISC MANUAL OF STEEL CONSTRUCTION (LRFD & ASD), LATEST EDITION.

2. ALL STEEL & CONNECTIONS SHALL BE HOT-DIPPED GALVANIZED

3. DISSIMILAR METALS: DISSIMILAR METALS SHALL BE ISOLATED. DISSIMILAR MATERIALS SHALL

NOT BE USED BELOW WATERLINE.

WELDING

1. ALL WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED FOR THE WELD AND POSITION

SHOWN IN ACCORDANCE WITH AWS AND HAVING CURRENT CERTIFICATIONS.

2. ALL WELDS SHALL BE PERFORMED WITH THE PROCEDURES PRE-QUALIFIED OR QUALIFIED IN

ACCORDANCE WITH AWS D1.1.

3. THE WELDS SHOWN ARE FOR THE FINAL CONNECTIONS. FIELD WELD SYMBOLS ARE SHOWN

WHERE FIELD WELDS ARE REQUIRED BY THE STRUCTURAL DESIGN. THE CONTRACTOR IS

RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD WELDED IN ORDER

TO FACILITATE THE STRUCTURAL STEEL ERECTION.

4. COMPLETE AND PARTIAL PENETRATION WELDS AS WELL AS MULTIPLE PASS FILLET WELDS

SHALL BE CONTINUOUSLY MONITORED DURING THE WELDING PROCESS INCLUDING FIT-UP,

ALL OTHER FILLET WELDING REQUIRES ONLY PERIODIC MONITORING. ALL WELDING SHALL BE

100% INSPECTED UPON COMPLETION TO AWS D1.1 CODE. PRIOR TO ANY WELDING TAKING

PLACE THE WELDING INSPECTOR SHALL VERIFY WELDER'S CERTIFICATION AS BEING CURRENT

AND CERTIFIED IN THE CORRECT WELDING PROCESS FOR INTENDED WELDING AND WELDING

INSPECTOR SHALL VERIFY THE WELDING PROCEDURE AS BEING CORRECT FOR WELDING TO BE

PERFORMED. WELDING INSPECTOR SHALL BE AWS QC-1 CERTIFIED.

5. WELDING ELECTRODES SHALL BE 70 KSI STRENGTH AND SHALL BE LOW HYDROGEN

MATERIAL.

6. MINIMUM WELD SIZE 5/16", UON

SURVEY INFORMATION

1. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL POINTS AND DATUMS, TO BE APPROVED BY

THE OWNER. CONTRACTOR SHALL SUBMIT SURVEY CONTROL AND DATUM INFORMATION FOR

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

WORK.

2. ELEVATION DATA PROVIDED BY AKS ENGINEERING & FORESTRY, LLC. DATED 8/29/2023.

PARKS FILE#

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D200-3718-2023

AP 02/10/23

RG 02/10/23

XXX 02/10/23

XXX 02/10/23

SHEET 3 OF 11

DECEPTION PASS

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MARINE

MAINTENANCE

VESSEL

FLOAT

REPLACEMENT

GENERAL NOTES

AS SHOWN

DATUMS:

HORIZONTAL DATUM = WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE,

NAD83(91), US SURVEY FEET

VERTICAL DATUM = NAVD88, US SURVEY FEET

TIDAL WATER LEVELS (NAVD88)

EXTREME HIGH WATER +12.94 FT

MEAN HIGHER HIGH WATER + 8.10 FT

MEAN HIGH WATER + 7.31 FT

MEAN LOW WATER + 1.19 FT

NAVD88 + 0.00 FT

MEAN LOWER LOW WATER - 1.28 FT

EXTREME LOW WATER - 5.29 FT (±)

*NOTE: LETTER INDICATES ELEVATION OR SECTION; NUMBER

INDICATES PLAN OR DETAIL. DASH (-) INDICATES SECTION/DETAIL

IS FROM SAME SHEET.

CROSS-REFERENCE LEGEND:ABBREVIATIONS:

' FOOT/FEET

" INCH

∅ DIA

APPROX APPROXIMATE

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

℄ CENTERLINE

CJP COMPLETE JOINT PENETRATION

ELEV ELEVATION

EQ EQUAL, EQUALLY

EXIST EXISTING

FT FEET/FOOT

IN. INCH/INCHES

MHHW MEAN HIGHER HIGH WATER

ML MUDLINE

MLLW MEAN LOWER LOW WATER

NAVD NORTH AMERICAN VERTICAL DATUM

No., # NUMBER

OHWM ORDINARY HIGH WATER MARK

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

PARKS FILE#

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D200-3718-2023

AP 02/10/23

RG 02/10/23

XXX 02/10/23

XXX 02/10/23

SHEET 4 OF 11

DECEPTION PASS

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MAINTENANCE

VESSEL

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REPLACEMENT

ABBREVIATIONS

AND LEGEND

AS SHOWN

_.... I f ,.. I .....,__.....,___ - - _ ____.,

- 1 j

\. . I \ - \ I

PARKS FILE#

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PARKS

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D200-3718-2023

AP 02/10/23

RG 02/10/23

XXX 02/10/23

XXX 02/10/23

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DECEPTION PASS

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MAINTENANCE

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FLOAT

REPLACEMENT

BORING LOGS

NONE