ATTACHMENT C PLANS AND DRAWINGS~3.pdf

PDF 10 MB Posted Mar 21, 2025

Attached to: 12710 Mongold Day-Use Area Self-Adjusting Aluminum Dock
Solicitation number: S-63400-00013289
Issued by: Oregon

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Written by GovTribe AI · Mar 22, 2025

The document is a detailed set of engineering drawings for self-adjusting boarding docks to be fabricated and delivered for the Oregon Parks and Recreation Department, specifically for the Mongold State Park's Upper Ramp at Detroit Lake. The project involves designing and constructing a comprehensive dock system with multiple components including a self-adjusting dock, guideway, offshore and onshore guide assemblies, gangplank, float shell, and various structural elements. The drawings are marked as "Final as Advertised" and dated December 2024, with design specifications accommodating different guideway slopes ranging from 11% to 17% and dock lengths of 60 and 80 feet.

The technical drawings provide extensive engineering details for a self-adjusting dock system designed to adapt to water level variations, with specific considerations for boat design criteria (20-foot length, 8-foot width, 6,000 lbs weight) and environmental conditions. The project includes aluminum fabrication, concrete ballast, fiberglass decking, and specialized hinging and roller mechanisms to allow the dock to move smoothly with water level changes. The design follows 2022 Oregon Structural Specialty Code, incorporates marine-grade materials, and includes provisions for corrosion resistance, structural integrity, and adaptability to different slope conditions at the installation site.

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Other files

File	Type	Posted
ATTACHMENT B TECHNICAL SPECIFICATIONS Fabrication and Delivery of Self-Adjusting Aluminum Boarding Docks at Detroit Lakes State Park.pdf	PDF	Mar 21, 2025
12710 ITB Mongold Day Use Area Self Adjusting Dock System DOJ APPROVED.pdf	PDF	Mar 21, 2025
FILLABLE ATTACHMENT A.docx	DOCX document	Mar 21, 2025

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PROJECT

LOCATION

Eugene Ontario

Roseburg

Burns

Astoria

Portland

Newport

Salem

The Dalles

Umatilla

Baker City

Bend

Coos Bay

Brookings

Medford Klamath Falls

LIST OF ABBREVIATIONS

ACI AMERICAN CONCRETE INSTITUTE

ALUM. ALUMINUM

ASCE AMERICAN SOCIETY OF CIVIL

ENGINEERS

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

CL CENTERLINE

CLR. CLEAR

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

db BAR DIAMETER

DBA DEFORMED BAR ANCHOR

DIA., Ø DIAMETER

EQ. EQUAL

EXIST., (E) EXISTING

FPS FEET PER SECOND

FT. FOOT

GALV. GALVANIZED

IBC INTERNATIONAL BUILDING CODE

I.D. INSIDE DIAMETER

IN. INCHES

LBS. POUNDS

MAX. MAXIMUM

MIN. MINIMUM

MPH MILES PER HOUR

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

PL PLATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

R, RAD. RADIUS

RCSC RESEARCH COUNCIL ON

STRUCTURAL CONNECTIONS

REINF. REINFORCING

SCHED. SCHEDULE

SIM. SIMILAR

SS STAINLESS STEEL

TYP. TYPICAL

UHMW ULTRA HIGH MOLECULAR

WEIGHT POLYETHYLENE

U.N.O. UNLESS NOTED OTHERWISE

V.I.F. VERIFY IN FIELD

W/ WITH

W/O WITHOUT

WPS WELDING PROCEDURE

SPECIFICATION

LLV LONG LEG VERTICAL

CJP COMPLETE JOINT PENETRATION

OSMB OREGON STATE MARINE BOARD

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1. TITLE SHEET

4. SPECIAL INSPECTIONS

5. FULL SELF-ADJUSTING SYSTEM

6. GUIDEWAY

7. OFFSHORE GUIDE ASSEMBLY

8. DOCK HINGE CONNECTION DETAILS

9. LOWER ROLLER ASSEMBLY

10. OFFSHORE GUIDE BRACKET DETAILS

11. GANGPLANK ASSEMBLY

12. ON SHORE GUIDE ASSEMBLY

13. DOCK SHELL PLAN

15. FLOAT ROLLER ASSEMBLIES AND LOWER ROLLER FLOAT CONNECTION

16. DOCK STRUCTURAL LAYOUT

17. DOCK CONC. & FOAM DETAILS

DRAWING INDEX

LOCATION MAP

GEOGRAPHIC LOCATION

VICINITY MAP

PROJECT

LOCATION

SELF-ADJUSTING DOCK DESIGN

AT FACILITIES REQUIRING DOCKS TO COVER LARGE WATER ELEVATION CHANGES

TOWNSHIP: 07 SOUTH

RANGE: 03 WEST

SECTION: 22

TAX LOT: VARIOUS

COUNTY: LANE

LATITUDE: 44.94416° NORTH

LONGITUDE: -123.03889° WEST

USGS QUAD MAP:

3. GENERAL STRUCTURAL NOTES

2. GENERAL STRUCTURAL NOTES

14. DOCK DETAILS

12-23-2024

GENERAL

STRUCTURAL DRAWINGS ARE A PART OF THE CONTRACT DOCUMENTS AND ARE COMPLEMENTARY TO THE SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THE CONTRACT DOCUMENTS INTO THEIR SHOP DRAWINGS AND WORK. AS REQUIRED BY THE GENERAL CONDITIONS, THE CONTRACTOR SHALL PROMPTLY REPORT TO THE OWNER ANY ERRORS, INCONSISTENCIES, OR OMISSIONS IN THE CONTRACT DOCUMENTS

DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR.

THE GENERAL STRUCTURAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. WHERE CONFLICT EXISTS, THE MORE STRINGENT OR RESTRICTIVE REQUIREMENT SHALL GOVERN UNTIL

CLARIFICATION IS REQUESTED.

CODE REQUIREMENTS:

CONFORM TO THE 2022 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED ON THE 2021 INTERNATIONAL BUILDING CODE (IBC), ASCE 7-22 SUPPLEMENT 2 SECTION 5.4.4.2.1, AND THE 2011 OREGON STATE MARINE BOARD DESIGN GUIDELINES FOR RECREATIONAL BOATING FACILITIES, THIRD EDITION

DESIGN CRITERIA

GRAVITY SYSTEM CRITERIA

LOAD UNIFORM LOAD

SNOW LOAD 25 PSF

LIVE LOAD 20 PSF

SITE CRITERIA

CURRENT 0 FPS

EXISTING GUIDEWAY 0.75 FT WITH WAVE PERIOD OF 1.25 S

WAKE

2.0 FT WITH WAVE PERIOD OF 2.5 S

DEBRIS NO DEBRIS BUILDUP

FLOAT DRAFT

DEAD LOAD ONLY 7.5 IN

DEAD LOAD PLUS LIVE LOAD 11.1 IN

FLOAT FREEBOARD

DEAD LOAD ONLY 12.5 IN

DEAD LOAD PLUS LIVE LOAD 8.9 IN

VESSEL CRITERIA

DESIGN BOAT

LENGTH 20 FT

WIDTH 8 FT

AVERAGE HEIGHT 3 FT

WEIGHT 6,000 LBS

IMPACT 5.0 FPS AT 30 DEGREES

WIND CRITERIA

RISK CATEGORY II

BASIC WIND SPEED VULT = 110 MPH (3-SECOND GUST) VASD = 85 MPH (3-SECOND GUST)

EXPOSURE CATEGORY D

WAVE

NEW GUIDEWAY 1.5 FT WITH WAVE PERIOD OF 3.0 S

EXISTING GUIDEWAY

NEW GUIDEWAY

0.75 FT WITH WAVE PERIOD OF 1.25 S

SPECIAL INSPECTIONS AND TESTING

SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE OSSC AS SUMMARIZED IN THE SPECIAL INSPECTION AND TESTING PROGRAM ON SHEET 04. CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS.

SUBMITTALS SHALL INCLUDE THE FOLLOWING:

ITEM SUBMITTAL DELEGATED DESIGN

SUBMITTAL

COMMENTS

CONCRETE MIX DESIGNS X

CONCRETE REINFORCEMENT X

CONCRETE ANCHORAGES X

EMBEDDED STEEL ITEMS X

STRUCTURAL ALUMINUM X

ALUMINUM WELDING PROCEDURES X

STRUCTURAL STEEL X

STEEL WELDING PROCEDURES X

CONCRETE MIX DESIGNS

CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE OSSC. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD CYLINDER TESTS PER ASTM C39. CONCRETE MIX TO BE DESIGNED AND PROPORTIONED BY THE CONTRACTOR IN ACCORDANCE WITH ACI 318-19 CHAPTER 26, ACI 301-16 SECTION 4 AND THE FOLLOWING INFORMATION:

MIX

TYPE USE

f'c

(PSI)

TEST AGE

(DAYS)

MAX. W/CM

RATIO

MAX. AGG.

SIZE EXPOSURE CLASS

A ALL USES 4,000 28 N/A 1" F2 S0 W1 C1

TABLE NOTES:

1. REF. ACI 318-19 TABLE 19.3.2.1 FOR ADDITIONAL MIX REQUIREMENTS SPECIFIC TO EXPOSURE CLASS.

2. ALL CONCRETE MIXES TO BE NORMAL WEIGHT CONCRETE.

3. EXPOSURE CATEGORY "F" APPLIES TO LEVEL OF FREEZE THAW EXPOSURE.

4. EXPOSURE CATEGORY "S" APPLIES TO LEVEL OF SULFATE EXPOSURE.

5. EXPOSURE CATEGORY "W" APPLIES TO REQUIRED LEVEL OF PERMEABILITY.

6. EXPOSURE CATEGORY "C" APPLIES TO CORROSIVE LOCATIONS - INCLUDING SURROUNDING ENVIRONMENT (SUCH AS MARINE ENVIRONMENT) AND

CORROSIVE SOILS.

7. ESTABLISH WATER-CEMENTITIOUS MATERIAL RATIO PER ACI 301-16 SECTION 4.

PORTLAND CEMENT CONTENT MAY BE REPLACED WITH FLY ASH CONFORMING TO ASTM C618 (INCLUDING TABLE 2A) TYPE F OR TYPE C, SLAG CEMENT CONFORMING TO ASTM C989, AND SILICA FUME CONFORMING TO ASTM C1240 PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA.

FOR MIX DESIGNS WITH f'c = 5,000 PSI OR LESS, SLAG CEMENT MAY BE SUBSTITUTED FOR FLY ASH AT A 1:1 RATIO WITHOUT TEST DATA. WHEN SLAG CEMENT IS SUBSTITUTED IN HIGHER STRENGTH MIXES OR AT A DIFFERENT RATIO, THE MIX STRENGTH MUST BE SUBSTANTIATED BY TEST DATA.

ALL CONCRETE SHALL BE AIR ENTRAINED. AIR-ENTRAINING AGENTS SHALL CONFORM TO ASTM C260. THE AMOUNT OF ENTRAINED AIR SHALL BE ACCORDING TO ACI 318-19 TABLE 19.3.3.1 AS INDICATED BELOW WITH A FIELD TOLERANCE OF ± 1.5 PERCENT BY VOLUME. THE AMOUNT OF ENTRAINED AIR SHALL BE

MEASURED IN THE FIELD AT THE DISCHARGE FROM THE TRUCK.

CONCRETE MIX AIR CONTENT

MAX. AGGREGATE SIZE

CONCRETE SUBJECT TO CONT. MOISTURE AND/OR

DEICING CHEMICALS

3/8" 7.5%

1/2" 7.0%

3/4" 6.0%

1" 6.0%

A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS SHALL BE INCORPORATED IN CONCRETE MIX DESIGNS. A HIGH-RANGE WATER-REDUCING (HRWR) ADMIXTURE CONFORMING TO ASTM C494 TYPE F OR G MAY BE USED IN

CONCRETE MIXES PROVIDING THAT THE SLUMP DOES NOT EXCEED 10".

THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS AND TEST DATA COMPLIANT WITH ACI 301-16 AND ACI 318-19 A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE SUPPLIER AND OWNER

IN CONJUNCTION WITH THE CONCRETE MIX DESIGN.

ALL FLOAT BALLAST CONCRETE SHALL CONTAIN SYNTHETIC MICRO-FIBERS. SYNTHETIC MICRO-FIBER SHALL BE FIBRILLATED POLYPROPYLENE MICRO-FIBERS ENGINEERED AND DESIGNED FOR USE IN CONCRETE, COMPLYING WITH ASTM C1116/C1116M, TYPE III, AND THE REQUIREMENTS OF ICC-ES AC32 SECTION

3.1.1 (PLASTIC SHRINKAGE REINFORCEMENT), AND SECTION 3.1.2 (SHRINKAGE AND TEMPERATURE REINFORCEMENT). PROVIDE A MINIMUM CRACKING REDUCTION RATIO (CRR) OF 40 PERCENT WHEN TESTED IN ACCORDANCE WITH ASTM C 1579 AND THE DOSAGE SHALL BE AS RECOMMENDED BY THE

MANUFACTURER TO MEET PERFORMANCE REQUIREMENTS.

SUBMITTALS

SUBMIT SHOP DRAWINGS AND OTHER SUBMITTALS TO THE OWNER PRIOR TO FABRICATION AND CONSTRUCTION OF STRUCTURAL ITEMS. IF THE SUBMITTALS DIFFER FROM OR ADD TO THE STRUCTURAL CONTRACT DOCUMENTS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE OWNER.

FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD TO THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE OWNER PRIOR TO CONSTRUCTION.

THE USE OF REPRODUCTIONS OR PHOTOCOPIES OF THE CONTRACT DRAWINGS SHALL NOT BE PERMITTED. WHEN CAD OR REVIT FILES ARE PROVIDED TO THE CONTRACTOR OR SUBCONTRACTORS, IT IS THE RESPONSIBILITY OF THE CONTRACTOR/SUBCONTRACTOR TO REMOVE ALL INFORMATION NOT DIRECTLY RELEVANT TO THE SCOPE OF THE

SUBMITTAL AS WELL AS ALL REFERENCES TO OUTSIDE SOURCE FILES.

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FORMWORK, SHORING AND RE-SHORING

FORMWORK IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL CONFORM TO ACI 347R-14 AND ACI 347.2-17. SHORING SHALL NOT BE REMOVED SOONER THAN THE FOLLOWING CUMULATIVE TIME PERIODS WITH SURROUNDING TEMPERATURE GREATER THAN OR EQUAL TO 50 DEGREES FAHRENHEIT:

ELEMENT MINIMUM REMOVAL TIME

GUIDEWAY SIDES 12 HOURS

WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHALL BE CLEANED AND PREWETTED WITH STANDING WATER REMOVED AS INDICATED PER ACI 318-19 SECTION 26.5.6.2. JOINTS SHALL BE INTENTIONALLY ROUGHENED TO 1/4" AMPLITUDE WHERE INDICATED AS "ROUGHENED" IN

THE DRAWINGS.

PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE.

CONCRETE REINFORCING STEEL

CONCRETE REINFORCEMENT SHALL BE AS LISTED BELOW. ASTM A706 REINFORCEMENT MAY BE SUBSTITUTED FOR ASTM A615 REINFORCEMENT.

REINFORCING LOCATION MATERIAL GRADE

ALL USES ASTM A615 GRADE 60

ALL REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON WIRE. BARS IN SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL OR PLASTIC CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. REINFORCING STEEL SHALL BE DETAILED IN

ACCORDANCE WITH ACI MNL-66 "ACI DETAILING MANUAL".

REINFORCING BARS SHALL NOT BE BENT OR STRAIGHTENED IN THE FIELD WITHOUT APPROVAL OF THE OWNER. PREHEATING METHODS SHALL BE SUBMITTED TO

THE SEOR FOR APPROVAL PRIOR TO BENDING OF BARS #6 OR LARGER.

LAP ALL REINFORCING BARS PER THE TYPICAL LAP SPLICE LENGTH SCHEDULE, EXCEPT AS NOTED ON DRAWINGS. USE LAP LENGTH FOR SMALLER BAR WHEN SPLICING DIFFERENT BAR SIZES. BARS SPLICED WITH NONCONTACT LAPS SHALL BE SPACED NO FARTHER THAN 1/5TH THE LAP LENGTH OR 6 INCHES.

TYP. LAP SPLICE LENGTH SCHEDULE (IN.) - 60 KSI

BAR SIZE

VERTICAL AND BOTTOM BARS HORIZONTAL AND TOP BARS

4,000 PSI 4,000 PSI

#3 16 20

#4 26 34

#5 32 42

#6 38 50

TABLE NOTES:

1. SPLICE LENGTHS APPLY TO ASTM A615 OR ASTM A706 GRADE 60 DEFORMED REINFORCING BARS ONLY.

2. SPLICE LENGTHS ARE BASED ON THE CLEAR COVER AND MINIMUM BAR CLEAR SPACING INDICATED BELOW.

3. SPLICE LENGTHS APPLY TO NORMAL WEIGHT CONCRETE ONLY.

4. SPLICE LENGTHS APPLY TO UNCOATED BARS ONLY.

5. TOP BARS ARE BARS CAST ABOVE MORE THAN 12" OF FRESH CONCRETE. ALL OTHER BARS MAY BE CONSIDERED BOTTOM BARS.

REINFORCING STEEL SHALL HAVE PROTECTION AND SPACING AS FOLLOWS:

CONCRETE COVER

USE CLEAR COVER MIN. CLEAR SPACING

CONCRETE EXPOSED TO EARTH OR WEATHER

1-1/2" (#5 AND SMALLER)

2" (#6 AND LARGER) 2db OR 1"

CONCRETE CAST AGAINST AND EXPOSED TO EARTH 3" 3db OR 1"

TYP. REINFORCING STEEL WELDING SCHEDULE

BAR SIZE FILLET WELD SIZE (IN.) MIN. PLATE THICKNESS (IN.)

#3 1/4 1/4

#4 5/16 1/4

#5 3/8 1/4 #6 7/16 5/16

TABLE NOTES:

1. ALL WELDED REBAR TO BE ASTM A706 GRADE 60.

2. ALL AROUND FILLET WELD USING E70 ELECTRODE OR PROVIDE CJP AT CONTRACTOR'S OPTION.

3. BARS TO BE ORIENTATED PERPENDICULAR TO PLATE.

4. PLATE TO BE GRADE 36 MINIMUM.

CAST-IN-PLACE ANCHOR BOLTS SHALL BE HEADED BOLTS CONFORMING TO ASTM F1554 GRADE 55, MEETING SUPPLEMENTAL REQUIREMENT S1 (WELDABLE) U.N.O.

NO LOADS OR WELDS SHALL BE PLACED ON EMBEDDED PLATES OR ANGLES FOR MINIMUM OF 7 DAYS AFTER CASTING.

CONCRETE EMBEDMENTS

HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENDS (ICC ESR-2856) OR APPROVED ALTERNATE. DEFORMED BAR ANCHORS (DBA) UP TO #6 BAR SHALL BE NELSON D6L A706 STUD WELDABLE REBAR, OR APPROVED ALTERNATE. STUDS AND DBA SHALL BE AUTOMATICALLY END-WELDED WITH THE MANUFACTURER'S STANDARD EQUIPMENT IN ACCORDANCE WITH THEIR RECOMMENDATIONS. REINFORCING STEEL SHALL BE WELDED TO STEEL PLATE OR SECTIONS WITH A CJP WELD OR

ALL AROUND FILLET WELD AS INDICATED BELOW:

ALUMINUM

ALUMINUM MATERIAL SHALL BE:

SHAPE MATERIAL GRADE

TUBES, PIPES, ANGLES, CHANNELS, PLATES AND BARS. ASTM B209 ALLOY 6061-T6

ALUMINUM FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE ALUMINUM ASSOICATION'S SPECIFICATIONS FOR ALUMINUM STRUCTURES.

WELDING SHALL CONFORM TO AWS D1.2/D1.2M FOR ALUMINUM. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDING PROCEDURE SPECIFICATION (WPS) AS REQUIRED IN AWS D1.2 AND APPROVED BY THE OWNER. THE WPS VARIABLES SHALL BE WITHIN THE PARAMETERS ESTABLISHED BY THE FILLER-METAL MANUFACTURER.

WELDS SHALL BE MADE USING FILLER ALLOY 5356 AND SHALL BE 3/16" MINIMUM, UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS.

DISSIMILAR METALS SHALL BE SEPARATED AS REQUIRED TO PREVENT GALVANIC CORROSION BY COMPLETELY COVERING CONTACT AREAS WITH HESKINS 3453

CORROSION PROTECTION TAPE OR APPROVED EQUAL MATERIAL.

STRUCTURAL STEEL

STRUCTURAL STEEL SHALL BE OF THE MATERIAL AND TYPE LISTED BELOW, U.N.O.:

STRUCTURAL STEEL

SHAPE MATERIAL GRADE

PLATES WHERE NOTED ASTM A572, GRADE 50

CHANNELS, PLATES AND ANGLES, U.N.O. ASTM A36

DESIGN, DETAILING, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC 360, "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" WITH "COMMENTARY" AND THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", WITH THE FOLLOWING CLARIFICATIONS AND ADDITIONS:

1. CLARIFY SECTIONS 7.5.1 AND 7.5.3 AS FOLLOWS:

EMBEDMENT LOCATION DRAWINGS SHALL BE SUBMITTED TO THE OWNER FOR INFORMATION ONLY. THE OWNER OR IS

NOT RESPONSIBLE FOR THE APPROVAL OF EMBEDMENT LOCATION DRAWINGS.

2. ADD THE FOLLOWING PARAGRAPH TO SECTION 7.10.3:

"THE ERECTOR SHALL HAVE THE SOLE RESPONSIBILITY FOR DETERMINING THE MEANS AND METHODS

USED TO PROPERLY AND ADEQUATELY BRACE THE FRAMING DURING ERECTION."

WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDING PROCEDURE SPECIFICATION (WPS) AS REQUIRED IN AWS D1.1 AND APPROVED BY THE OWNER. THE WPS VARIABLES SHALL BE WITHIN THE

PARAMETERS ESTABLISHED BY THE FILLER-METAL MANUFACTURER.

WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM, UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS.

DISSIMILAR METALS SHALL BE SEPARATED AS REQUIRED TO PREVENT GALVANIC CORROSION BY COMPLETELY COVERING CONTACT AREAS WITH HESKINS 3453

CORROSION PROTECTION TAPE OR APPROVED EQUAL MATERIAL.

GALVANIZING

ALL STEEL, EXCEPT STAINLESS STEEL, SHALL BE HOT-DIP GALVANIZED UNLESS NOTED OTHERWISE IN PROJECT SPECIFICATIONS OR DRAWINGS.

ALL GALVANIZED STEEL IS TO BE DETAILED TO BE SHOP WELDED AND FIELD BOLTED. WHERE FIELD WELDING IS REQUIRED DUE TO FIELD CONDITIONS, REPAIR DAMAGED GALVANIZED COATING WITH ZINC RICH PAINT PER ASTM A780 WITH EFFECTIVE THICKNESS EQUAL TO HOT-DIP GALVANIZED COATING.

POST-INSTALLED CONCRETE ANCHORS

POST-INSTALLED CONCRETE ANCHORS SHALL BE THE FOLLOWING PRODUCTS, U.N.O.:

TYPE APPROVED ANCHOR

CONCRETE SCREW HILTI KWIK HUS EZ-C SS 316

ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND PRODUCT EVALUATION REPORTS.

EMBEDMENTS SPECIFIED ON DRAWINGS ARE ACTUAL EMBEDMENT DEPTHS UNLESS NOTED OTHERWISE. DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE

DURING INSTALLATION.

REQUESTS FOR ANCHOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE OWNER IN WRITING ALONG WITH EVIDENCE OF EQUAL OR GREATER CAPACITY UNDER THE

SPECIFIC PROJECT CONDITIONS.

SCREW ANCHORS SHALL NOT BE REMOVED AND RESET. SCREW ANCHORS SHALL NOT BE INSTALLED IN HOLES PREVIOUSLY THREADED BY A PRIOR SCREW ANCHOR.

STAINLESS STEEL (SS)

BOLTS SHALL CONFORM TO THE ASTM AND RCSC SPECIFICATION FOR JOINTS. BOLTS SHALL BE SNUG-TIGHT UNLESS NOTED OTHERWISE. BOLTS/NUTS/WASHERS FOR AISI S304 AND AISI S316 ELEMENTS: ASTM F593 FOR STAINLESS STEEL STRUCTURAL BOLTS; ASTM F594 HEAVY HEX STAINLESS STEEL NUTS; AISI 304/316 STAINLESS STEEL PLAIN WASHERS. PROVIDE ASTM A1082/A1082M BOLTS FOR AISI 2205 DUPLEX ELEMENTS, NUTS/WASHERS SHALL HAVE EQUIVALENT CORROSION RESISTANCE.

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GENERAL - SPECIAL INSPECTIONS

SYSTEM OR MATERIAL

OSSC CODE

REFERENCE

CODE OR

STANDARD

REFERENCE

FREQUENCY (NOTE 5)

REMARKS

CONTINUOUS PERIODIC

FABRICATORS 1705.11 1704.2.5

SPECIAL INSPECTION IS REQUIRED FOR STRUCTURAL

LOAD-BEARING MEMBERS AND ASSEMBLIES FABRICATED

ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL

INSPECTIONS SHALL BE PERFORMED DURING

FABRICATION. PERFORMING SPECIAL INSPECTIONS IS

NOT REQUIRED, WHERE FABRICATOR HAS BEEN

APPROVED AS AN APPROVED FABRICATOR, PER SECTION

1704.2.5.1.

SUBMITTALS TO THE BUILDING OFFICIAL 1704.5 X

CERTIFICATES OF COMPLIANCE, REPORTS OF PRE-

CONSTRUCTION TESTS, OR REPORTS OF MATERIAL

PROPERTIES SHALL BE SUBMITTED TO THE BUILDING

OFFICIAL.

ACI 318: 17.2.5 NOTE 6

POST INSTALLED MECHANICAL ANCHORS IN HARDENED

CONCRETE

STATEMENT OF SPECIAL INSPECTION NOTES:

1. SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1705 OF THE 2022 OSSC, CONTRACT DOCUMENTS AND APPROVED SUBMITTALS.

REFER TO SPECIAL INSPECTION AND TESTING TABLES FOR PROJECT REQUIREMENTS.

2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM E329 (MATERIALS). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE OWNER A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE APPROVED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL

BE QUALIFIED PER SECTION 6.1.4.1(1) OF AWS D1.1.

3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.

ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS.

4. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, CONTRACTOR, AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN

THE INSPECTION REPORTS HAVE BEEN CORRECTED.

5. INSPECTION TYPES:

CONTINUOUS : THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS

PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED.

PERIODIC : THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK.

6. SPECIAL INSPECTION OF MECHANICAL POST INSTALLED ANCHORS SHALL BE IN STRICT CONFORMANCE WITH THE ICC REPORT AND MANUFACTURER'S INSTALLATION REQUIREMENTS. ANCHOR INSTALLERS SHALL BE QUALIFIED AS REQUIRED BY JURISDICTION

REQUIREMENTS.

● INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS.

● SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE ANCHORS WERE

INSPECTED PER APPROVED ANCHOR EVALUATION REPORT.

CONCRETE - SPECIAL INSPECTIONS

OSSC CODE

REFERENCE

CODE OR

STANDARD

REFERENCE

GENERAL

1705.3 1901.6

ACI 318: 26.13

SPECIAL INSPECTIONS OF CONCRETE SHALL CONFORM

TO THE REQUIREMENTS OF SECTION 1705.3 OF THE IBC

AND SECTION 26.13 OF ACI 318.

REINFORCING STEEL PLACEMENT 1901.5

ACI 318: CH. 20,

25.2, 25.3, 26.6.1-26.6.3, 26.13.3.3

REINFORCING TO COMPLY WITH ALL CODE PROTECTION,

SPACING AND TOLERANCE LIMITS.

INSPECT ANCHORS/BOLTS CAST IN CONCRETE -

ACI 318:

26.13.3.3(g) X

ALL CAST-IN-PLACE ANCHORS/BOLTS SHALL BE

VISUALLY INSPECTED. REFERENCE STEEL INSPECTIONS

FOR ADDITIONAL INSTALLATION, MATERIAL AND

WELDING INSPECTIONS OF STEEL ITEMS EMBEDDED IN

CONCRETE (HEADED STUDS, DBA's, ETC.)

VERIFYING USE OF REQUIRED MIX DESIGN(S)

1904.1 1904.2

ACI 318: CH. 19,

26.4.3, 26.4.4

CONCRETE SPECIMENS FOR TESTING

ASTM C172

ASTM C31

ACI 318: 26.5, 26.12

PRIOR TO CONCRETE PLACEMENT, FABRICATE

CONCRETE SPECIMENS FOR TESTING. SEE THE

CONCRETE TESTING TABLE FOR ADDITIONAL

INFORMATION.

CONCRETE PLACEMENT

ACI 318: 26.5,

26.13.3.2(a) X

CONCRETE CURING

ACI 318: 26.5.3 -

26.5.5, 26.13.3.3

VERIFY MAINTENANCE OF SPECIFIED CURING

TEMPERATURES AND TECHNIQUES

VERIFICATION OF FORMWORK

ACI 318:

26.11.1.2(b), 26.13.3.3

SPECIAL INSPECTIONS APPLY TO SHAPE, LOCATION AND

DIMENSIONS OF THE CONCRETE MEMBER BEING

FORMED

CONCRETE - TESTING

OSSC CODE

REFERENCE

CODE OR

STANDARD

REFERENCE

FREQUENCY (NOTE 5)

CONCRETE STRENGTH 1705.3

ASTM C172

ASTM C 31

ACI 318 26.12

ACI 318 26.5

ASTM C39

EACH 150 CY NOR LESS

THAN EACH 5000 SF OF

GUIDEWAY PLACED

EACH SHIFT

FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS

PLACED

CONCRETE SLUMP ASTM C143

CONCRETE AIR CONTENT ASTM C231

CONCRETE TEMPERATURE

ASTM C1064

STEEL - SPECIAL INSPECTIONS

OSSC CODE

REFERENCE

CODE OR

STANDARD

REFERENCE

INSPECTION (NOTE 5)

CONTINUOUS/

PERFORM

PERIODIC/

OBSERVE

STEEL FABRICATION

FABRICATION OF STRUCTURAL ELEMENTS 1704.2.5.1 AISC 360 X REFER TO INSPECTION OF FABRICATOR REQUIREMENTS

MATERIAL VERIFICATION OF STRUCTURAL STEEL COMPONENTS

1705.2.1

TABLE 1705.2-3

ASTM A6

ASTM STANDARDS

SPECIFIED IN

CONSTRUCTION

DOCUMENTS

AISC 360 A3.1

AISC 360 N2.1

AISC 360 N3.2

CERTIFIED MILL TEST REPORTS

IDENTIFICATION MARKINGS TO CONFORM TO AISC 360

AND ASTM STANDARDS SPECIFIED IN THE APPROVED

CONSTRUCTION DOCUMENTS

MATERIAL VERIFICATION OF WELD FILLER METALS

1705.2.1.1

TABLE 1705.2-5

AISC 360 A3.5

AISC 360 N3.2

APPLICABLE AWS

A5 DOCUMENTS

MANUFACTURER'S CERTIFICATE OF COMPLIANCE

IDENTIFICATION MARKINGS TO CONFORM TO AWS

SPECIFICATION IN THE APPORVED CONSTRUCTION

DOCUMENTS

STRUCTURAL STEEL WELDING

VERIFYING USE OF PROPER WPS'S

1705.2.1

AWS D1.1

AISC 360 N3.2

RETAIN A RECORD OF WELDING PROCEDURE

SPECIFICATIONS

VERIFYING WELDER QUALIFICATIONS AWS D1.1 X RETAIN A RECORD OF QUALIFICATION CARDS

MULTIPASS FILLET WELDS X

SINGLE PASS FILLET WELDS GREATER THAN 5/16" X ALL WELDS VISUALLY INSPECTED PER AWS D1.16.9

SINGLE PASS FILLET WELDS LESS THAN OR EQUAL TO 5/16" X

STEEL - TESTING

OSSC CODE

REFERENCE

CODE OR

STANDARD

REFERENCE

FREQUENCY (NOTE 5)

STEEL

PRE-CONSTRUCTION TESTING OF WELDING STUDS, WELDED

REINFORCING BARS AND DBA'S

1705.2.1 AWS D1.1 7.7.1

EACH SIZE AND TYPE OF

STUD/BAR EACH SHIFT

THIS TESTING PERFORMED BY CONTRACTOR AND

CONFIRMED BY SPECIAL INSPECTOR

STUD/DBA APPLICATION QUALIFICATION 1705.2.1 AWS D1.1 7.6

NON-PREQUALIFIED

APPLICATIONS

THIS TESTING PERFORMED BY CONTRACTOR AND

CONFIRMED BY SPECIAL INSPECTOR

ALUMINUM - SPECIAL INSPECTIONS

INSPECTION

OSSC CODE

REFERENCE

CODE OR

STANDARD

REFERENCE

FREQUENCY (NOTE 5)

CONTINUOUS PERIODIC

MATERIAL VERIFICATION OF STRUCTURAL ALUMINUM

1705.1.1

X CERTIFIED MILL TEST REPORTS

MATERIAL VERIFICATION OF BOLTS X MANUFACTURER'S CERTIFIED TEST REPORTS

MATERIAL VERIFICATION OF WELD FILLER METALS

AWS D1.2 SECTION

X MANUFACTURER'S CERTIFIED TEST REPORTS

VERIFYING USE OF PROPER WPS'S X

RETAIN A RECORD OF WELDING PROCEDURE

SPECIFICATIONS

VERIFYING WELDER QUALIFICATIONS X RETAIN A RECORD OF QUALIFICATION CARDS

COMPLETE AND PARTIAL PENETRATION GROOVE WELDS X

ALL WELDS VISUALLY INSPECTED PER

AWS 1.2, 5.5

MULTI-PASS FILLET WELDS X

SINGLE PASS FILLET WELDS X

SYSTEM OR MATERIAL

FREQUENCY (NOTE 5)

CONTINUOUS PERIODIC

REMARKS

SYSTEM OR MATERIAL REMARKS

SYSTEM OR MATERIAL

SYSTEM OR MATERIAL REMARKS

WELDING REINFORCING STEEL/SPLICING

VERIFICATION OF WELDABILITY OF REINFORCING STEEL

OTHER THAN ASTM A706

INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16" FILLET

OTHER REINFORCING STEEL

TABLE 1705.2-6

1705.3.1 1705.3.2 1903.1 1903.2

AWS D1.4

ACI 318: 26.6.4

ROLLER BASE

SEE SHEET 15,

TYP.

GANGPLANK

SEE SHEET 11

80 FT DOCK ELEVATION

GUIDEWAY SLOPE

ON SHORE GUIDE

ASSEMBLY

SEE SHEET 12

SCALE: 1/8" = 1'-0"

80 FT DOCK PLAN

SCALE: 1/8" = 1'-0"

UPPER PILE

CONNECTION

SEE SHEET 8,

TYP.

LOWER ROLLER

ASSEMBLY

SEE SHEET 9, TYP.

STEEL GUIDEWAY

RAIL SEE SHEET 6

60 FT DOCK PLAN

SCALE: 1/8" = 1'-0"

60 FT DOCK ELEVATION

SCALE: 1/8" = 1'-0"

GANGPLANK

SEE SHEET 11

GUIDEWAY SLOPE

TYP.

1' - 10"

80'-11 1/4" OF WALKABLE DOCK

60'-7 1/2" OF WALKABLE DOCK

TYP.

20' - 0"

TYP.

20' - 0"

TYP.

3' - 4"

TYP.

1' - 10"

TYP.

3' - 4"

OFFSHORE GUIDE

ASSEMBLY 1

OFFSHORE GUIDE

ASSEMBLY 3

OFFSHORE GUIDE

ASSEMBLY 1

GANGPLANK

FLOAT SEE

SHEET 13, TYP.

END OF FLOAT

NEW OR EXIST.

GUIDEWAY

SEE SHEET 6

END OF FLOAT

END OF

FLOATEND OF FLOAT

40 DEGREES MIN.

AT NORMAL

OPERATION, TYP.

FLOAT, TYP.

OFFSHORE GUIDE

ASSEMBLY

SEE SHEET 7, TYP.

LOWER ROLLER

FLOAT CONNECTION

SEE SHEET 15, TYP.

END OF FLOAT

LOWER ROLLER

FLOAT CONNECTION

SEE SHEET 15, TYP.

UPPER PILE

CONNECTION

SEE SHEET 8,

TYP.

LOWER ROLLER

ASSEMBLY

SEE SHEET 9, TYP.

OFFSHORE GUIDE

ASSEMBLY 2

ON SHORE GUIDE

ASSEMBLY

SEE SHEET 12

NEW OR EXIST.

GUIDEWAY

SEE SHEET 6

ROLLER BASE

SEE SHEET 15,

TYP.

STEEL GUIDEWAY

RAIL SEE SHEET 6

OFFSHORE GUIDE

ASSEMBLY

SEE SHEET 7, TYP.

OFFSHORE GUIDE

ASSEMBLY 2

WATER SURFACE

FLOAT SEE

SHEET 13, TYP.

OFF-SHORE GUIDE STOP

CABLE ASSEMBLY,

SEE SHEET 9, TYP.

OFF-SHORE GUIDE STOP

CABLE ASSEMBLY,

SEE SHEET 9, TYP.

1 1

S E

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T. Rutherford

T. Lam

12-20-24

FINAL CHECK SIGNATURE

SHEET OF

SHEET NUMBER

DATE:

DRAFTER:

DESIGN

SHEET STATUS

DESIGNER:

ENGINEER

S H

E E

T D

E S

C R

P R

C T

L O

C A

W A

T E

R B

O D

F A

O W

N E

DRAWING NO.

:4 :5

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F U

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G S

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T E

1 Revisions Feb. 4, 2025 craig Snapshot craig Text Box Exp.

6/30/2026

SCALE: 3/8" = 1'-0"

GUIDEWAY PROFILE

4"x 6"x 5/16" ANGLE

GUIDEWAY

6" THICK CONC. LAUNCH

RAMP BROOM FINISH

UNDER GUIDEWAY

9' - 10 15/16"

CONSTRUCTION FOR WALKWAYBLOCK OUT DURING RAMP

1' - 11 7/16"

2'-0"

SEE STOP

ANGLE DETAIL

SEE MID STOP

DETAILS

TOE OF RAMP

1/8" GAP

FROM END

ALIGNMENT PLATE,

4" x 1/4" x 1'-0" @ EA.

JOINT OF 4" x 6" x 5/16"

ANGLE GUIDEWAY INSTALL

ON CONC. FACE ANGLE

LAUNCH RAMP

CONCRETE & STEEL GUIDEWAY

10'-0"

6" THICK CONC.

LANDING

INCLINED WALKWAY

(BROOM FINISH)

(1) TRAFFIC DELINEATOR

1/2"

3/16

(3) SIDES.

3/16

(3) SIDES SHOP

WELD AT

CONTRACTOR'S

OPTION

SEE END STOP

DETAILS

11% MIN.

17% MAX.

SLOPE

LOCATION TABLE

"L" SEE END STOP

SCALE: 1/4" = 1'-0"

+/-14"

3' - 8"

SEE MID STOP

DETAILS

#4 REBAR STIRRUPS

AND CROSSTIES

SEE SECTION FOR

SPACING

20' - 0"

STOP ANGLE LOCATION

FROM END OF GUIDEWAY

GUIDEWAY PLAN VIEW

HOT DIP GALVANIZE STEEL

GUIDEWAY AFTER FABRICATIONBUTT STEEL GUIDEWAY

UP TIGHT AT EACH JOINT

SEE EYE BOLT DETAIL

INSTALL EYE BOLT IN SIDE OF

GUIDEWAY OPPOSITE OF RAMP

4" RADIUS (TYP.)

#5 REBAR CONTINUOUS

SEE SECTION FOR NUMBER

AND LOCATIONS

(1) TRAFFIC DELINEATOR

BROOM FINISH 6" THICK

CONCRETE LANDING

INCLINED WALKWAY (BROOM FINISH)

42' - 8 5/8"

SEE END STOP

DETAILS

STEEL

GUIDEWAY

RAIL

STEEL

GUIDEWAY

RAIL

STOP ANGLE

SCALE: 1 1/2" = 1'-0"

1/4

4"4"

3 3/8"

SECTION VIEW SIDE VIEW

END STOP DETAILS

SCALE: 1 1/2" = 1'-0"

SECTION VIEW SIDE VIEW

MID STOP DETAILS

1/4

4" x 6" x 5/16"

ANGLE GUIDEWAY

L 4" x 4" x 1/2"

END STOP

4" x 6" x 5/16" ANGLE

GUIDEWAY

7/ 8"

L 4" x 3 1/2" x 1/2"

TRIM OUTSTANDING

LEG

SCALE: 1 1/2" = 1'-0"

EYE BOLT DETAIL

6" PVC CAP

INSERT BOLT THRU

HOLE IN CAP

3/4" x 15" EYE BOLT

90° BEND ±3" FROM END

NOTES:

1) INSTALL EYE BOLT IN SIDE OF

WALKWAY OPPOSITE OF RAMP

2) LOCATE EYE BOLT 12"-15"

FROM TOP OF WALKWAY

3) SECURE EYE BOLT TO

LONGITUDINAL REBAR

#5 x 2'-0"

GUIDEWAY SECTION B-B

PL 1/2 x 8 x CONT. w/ 5/8" DIA. x 2''-0" DBA

@ 12" O.C. TYP.

NEW LAUNCH RAMP

4' - 0"

WALKWAY SECTION A-A

NOTE:

CAST WALKWAY

FULL DEPTH

#5 REBAR

STIRRUPS AND

CROSSTIES

@ 10" O.C.

SEE EYE

BOLT DETAIL

SCALE: 3/4" = 1'-0"

3' - 4"

3" CLR.

(4) #5 REBAR

CONTINUOUS

TOP AND BOTTOM

SCALE: 3/4" = 1'-0"

V A

1" T

Y P

(10) #5 x CONT.

TYP.

3 11/16"

TYP.

NEW CONC. GUIDEWAY

#4 STIRRUP AND

CROSS TIE @ 6" O.C.

TYP.

E M

B E

D 3"

PL 1 x 8 11/16 x CONT.

ASTM A572 GR. 50 w/ 5/8" DIA. x 6" HEADED

STUDS @ 12" O.C. TYP.

5/16

.TYP.

(E) GUIDEWAY AT 60 FT DOCK

(E) LAUNCH RAMP

V E

VERIFY

4' - 0"

SCALE: 3/4" = 1'-0"

(E) CONC. GUIDEWAY

(REINF. NOT SHOWN)

(E) L4 x 6 x 5/16 (LLV) TYP.

(E) GUIDEWAY AT 80 FT DOCK

(E) LAUNCH RAMP

V E

VERIFY

4' - 0"

SCALE: 3/4" = 1'-0"

(E) CONC. GUIDEWAY

(REINF. NOT SHOWN)

(E) L4 x 6 x 5/16 (LLV) TYP.

TYP.

1' - 5" TYP.

1/4" TYP.

3/16

TYP..

PL 1/2 x 17 3/4" x CONT. w/ 3/8" DIA.

HILTI KWIK HUS EZ-C SS 316

COUNTERSUNK CONC. SCREWS

@ 12" O.C. (1.92" EFF. EMBED TYP.)

SCALE: 1" = 1'-0"

STOP ANGLE DETAIL

L 4" x 4" x 5/8" W/ 3/8" DIA.

x 0'-9" DBA @ 12" O.C.

11%

GUIDEWAY SLOPE

13' - 0"

12%

13%

14%

15%

60 FT. DOCK

16%

17%

END STOP LOCATION TABLE

DIMENSION "L"

9' - 10"

80 FT. DOCK

12' - 4" 8' - 10"

11' - 8" 7' - 10"

11' - 0" 6' - 10"

10' - 3" 5' - 8"

9' - 8" 4' - 8"

8' - 10" 3' - 8"

S E

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T. Lam

12-20-24

FINAL CHECK SIGNATURE

SHEET OF

SHEET NUMBER

DATE:

DRAFTER:

DESIGN

SHEET STATUS

DESIGNER:

ENGINEER

S H

E E

T D

E S

C R

P R

C T

L O

C A

W A

T E

R B

O D

F A

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1 Revisions Feb. 4, 2025

THIS PLAN SHEET FOR

REFERENCE ONLY

craig Snapshot craig Text Box

OFFSHORE GUIDE ASSEMBLY

SCALE: 1/2" = 1'-0"

3' - 9"

ROLLER SUPPORT

RT 4" x 4" x 1/2"

SEE SHEET 9

RT 2" x 2" x 1/4"

BRACE TYP.

RT 2" x 2" x 1/4"

WEB TYP.

RT 3" x 3" x 1/2"

CHORD TYP.

UPPER HINGE

ASSEMBLY

SEE SHEET 8

SIDE VIEW

LOWER ROLLER

ASSEMBLY,

SEE SHEET 10

SEE SECTION D-D

THIS SHEET, TYP.

SEE SECTION C-C

THIS SHEET, TYP.

SEE SECTION B-B

THIS SHEET, TYP.

EQ.

VARIE

S S

ABL

NGTH

EQ.

CHORD, REF. ELEVATION

11%

GUIDEWAY SLOPE

3' - 2"

12% 3' - 6"

13%

14%

15%

3' - 10"

4' - 3"

4' - 7"

GUIDE ASSEMBLY 1

(60 FT. AND 80 FT. DOCKS)

6' - 4" 9' - 6"

7' - 0" 10' - 6"

7' - 8" 11' - 6"

8' - 4" 12' - 6"

9' - 1" 13' - 8"

16% 5' - 0" 9' - 9" 14' - 8"

17% 5' - 4" 10' - 6" 15' - 9"

GUIDE ASSEMBLY 2

(60 FT. AND 80 FT. DOCKS)

GUIDE ASSEMBLY 3

(80 FT. DOCKS)

OFFSHORE GUIDE ASSEMBLY LENGTH TABLE

CHORD

WEB

3/16

SECTION B-B

SCALE: 1 1/2" = 1'-0"

SECTION C-C

2" G

A P

CHORD

(3/16)

TYP.

WEB SEE

SECTION A-A

BRACE TYP.

WHERE OCCURS

.SEAL WELD TYP.

SEAL

WELD

3/16

(3/16)

3/16

ROLLER SUPPORT

BRACE TYP.

WHERE OCCURS

CHORD, CENTER ON

ROLLER SUPPORT

SECTION D-D

UPPER PILE HINGE

R 1 1/2"

1" DIA.

SCALE: 3" = 1'-0"

3/8

CHORD, SEE OFFSHORE

GUIDE ASSEMBLY

(2) ALUM. PL 3/4" THICK

PL 3/4" x 4 1/2" x 0'-4 1/2"

TYP.

3/4"

3/8

CJP

S E

S T

D O

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F A

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N E

T. Rutherford

T. Lam

12-20-24

FINAL CHECK SIGNATURE

SHEET OF

SHEET NUMBER

DATE:

DRAFTER:

DESIGN

SHEET STATUS

DESIGNER:

ENGINEER

S H

E E

T D

E S

C R

P R

C T

L O

C A

W A

T E

R B

O D

F A

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F S

H O

R E

G U

A S

S E

M B

PIPE

ALUMINUM DOCK HINGE

HINGE ASSEMBLY

1/4" DIA. SS BOLT

WITH LOCK NUT

AND NUT, TYP.

EACH END

WELD TO CHORD

SCALE: 3" = 1'-0"

3/8" DIA. SCH. 80 PIPE WITH

UHMW BUSHING TUBE

W/ 1" O.D. AND 11/16" I.D.

R 1 1/2"

SCALE: 3" = 1'-0"

3/16

PL TO

DOCK

SHELL

(2) ALUM. PL 3/4" THICK

ALUM. PL 3/4" x 6 1/2" x 0'-6 1/2" DOCK NOT SHOWN

DOCK HINGE ASSEMBLY

1/8" THICK x 3" DIA.

UHMW WASHER, TYP.

UPPER CHORD HINGE,

SEE SHEET 7

CHORD, SEE SHEET 7

UHMW

BUSHING

TYP.

1/2"

TYP.

1/4"

TYP.

1/4"

3 3/8"

. TYP.

3/8

S E

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T. Rutherford

T. Lam

12-20-24

FINAL CHECK SIGNATURE

SHEET OF

SHEET NUMBER

DATE:

DRAFTER:

DESIGN

SHEET STATUS

DESIGNER:

ENGINEER

S H

E E

T D

E S

C R

P R

C T

L O

C A

W A

T E

R B

O D

F A

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DRAWING NO.

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D O

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G E

C O

N N

E C

N D

E T

SCALE: 1 1/2" = 1'-0"

LOWER ROLLER ASSEMBLY

OFFSHORE GUIDE

ASSEMBLY SEE

SHEET 10

2' - 3 13/16"

RT 4", SEE OFFSHORE

GUIDE ASSEMBLY

TYP.

1' - 0 15/16"

TYP.

1/2"

CJP

TYP.

R1 TYP.

R2 TYP.

R3 TYP.

SCALE: 1 1/2" = 1'-0"

OFFSHORE GUIDE STOP CABLE ASSEMBLY

OFFSHORE GUIDE

1/2" CABLE

1/2" SCREW PIN SHAKLE

CABLE CLAMPS

"L"

1/2" CHAIN, 30" LONG

REMOVE EXCESS CHAIN

AFTER INSTALL

1/2" CABLE THIMBLE

LOWER ROLLER

FLOAT CONNECTION

ALIGN WITH CHAIN

AND CABLE

NOTE:

ADJUST "L" TO FIT IN THE SYSTEM

BASED ON SLOPE OF GUIDEWAY

CABLE TO BE TAUT AT OPERATION

ANGLE AS SHOWN ON SHEET 5.

1/2" SCREW PIN SHAKLE

TOP VIEW

ISO VIEW

FRONT VIEW

SIDE VIEW

SCALE: 1" = 6"

ROLLER BRACKET

SQUARE TUBING

TRIANGULAR SUPPORT

TRAPEZOIDAL SUPPORT

S E

S T

D O

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F A

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T. Rutherford

T. Lam

12-20-24

FINAL CHECK SIGNATURE

SHEET OF

SHEET NUMBER

DATE:

DRAFTER:

DESIGN

SHEET STATUS

DESIGNER:

ENGINEER

S H

E E

T D

E S

C R

P R

C T

L O

C A

W A

T E

R B

O D

F A

O W

N E

DRAWING NO.

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S S

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1 Revisions Feb. 4, 2025 craig Snapshot craig Text Box

ASSEMBLED ROLLER BRACKET

PIPE SLEEVE

NUTS & BOLTS

SQ. TUBING

1/8" S.S. FLAT

WASHER W/

1 5/16" OD

3/4" x 9" GALV.

AXLE BOLT FOR R1

SELF-LOCKING

NUT

3/4" CHAMFER

2 1/2" SQ. TUBING

WITH 3/4" CHAMFER

PIPE SLEEVE TYP.

2.5" CHAMFERED

SQ. TUBING

SELF-LOCKING

NUT

3/4" PIPE

SLEEVE,

2' LONG

SCALE: 1" = 6"

1' - 0"

3/4" DIA.

1" DIA.

6 1/2"

1/ 4"

2 1/2"

3/4" x 7 1/4" GALV. AXLE

BOLT FOR R2

1" DIA.

2 1/2" 2 1/2" 4 1/2"

3 1/2"

2 1/2"

2 1/2" SQ. TUBING

"X", SEE ANGLE SCHEDULE

TRIANGULAR SUPPORTS

4 7/16"

1/4" THICK

MATERIAL

8 5/16"

SCALE: 1" = 6"

1/8" S.S. FLAT WASHER

W/ 1 5/16" OD

3/4" x 4 1/2" GALV.

AXLE BOLT FOR R3

SELF-LOCKING

NUT

1/4" THICK

MATERIAL

TRAPEZOIDAL SUPPORT

1/ 2"

1 1/4"

2 1/2"

1/ 8"

T O

M A

A N

1/ 2"

1 1/4"

2 1/2"

SECTION A-A SECTION B-B

ROLLER BRACKET

SCALE: 1" = 6"

2 1/2"

1/4"1/4"

SECTION C-CISO VIEW

NOTE:

USE CJP WELD, TYP. AT ALL PLATE

AND MEMBER INTERSECTIONS.

2 1/2" x 2 1/2" x 1/4"

ALUM. TUBE

SECTION A-A

ROLLER "R1"

ROLLERS

1 3/4" DIA.

BEARING O.D.

(PRESS FIT)

SCALE: 3" = 1'-0"

SECTION B-B

2" AT R2

1 1/2" AT R3

ROLLER "R2"

AND "R3"3/4" DIA.

BEARING I.D.

4" DIA. AT R2

5" DIA. AT R3

1 3/4" DIA.

BEARING O.D.

(PRESS FIT)

3/4" DIA.

BEARING I.D.

4" DIA.

11%

SLOPE

133.5

ANGLE, X DEG

12% 133.0

13%

14%

15%

132.5

132.0

131.5

16% 131.0

17% 130.5

ANGLE SCHEDULE

S E

S T

D O

C K

F A

O W

N E

T. Rutherford

T. Lam

12-20-24

FINAL CHECK SIGNATURE

SHEET OF

SHEET NUMBER

DATE:

DRAFTER:

DESIGN

SHEET STATUS

DESIGNER:

ENGINEER

S H

E E

T D

E S

C R

P R

C T

L O

C A

W A

T E

R B

O D

F A

O W

N E

DRAWING NO.

:4 :5

M A u to d e s k D o c s

/1 O

S M

B /1

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O F

F S

H O

R E

G U

B R

A C

K E

T D

E T

1 Revisions Feb. 4, 2025 craig Snapshot craig Text Box

2" x1" x 1/8" CHANNEL

CROSS MEMBER

ULTRA HIGH DENSITY

POLYETHYLENE

(UHMW) BEVEL NOSE

1" PULTRUDED GRATING

3'-0" x 7'-11 1/2"

(MAX. 1/2" OPEN SPACING)

1" x 2" x 1/8" ALUM.

TUBE TYP.

ALUMINUM 2" x 1" x 1/8" CHANNEL

SEE CROSS MEMBER DETAIL

3/4" DIA. SS BOLT WITH

LOCK NUT AND UHMW

WASHERS

(2) 5/8" x 1 1/4" SS

CARRIAGE BOLTS TYP.

5" DIA. x 3" ROLLER SEE

ROLLER DETAIL, SHEET 12

ROLLER CHANNEL

CAP CHAMFER W/ 1/8"

ALUM. FLAT BAR TYP.

3 1/2" x 1/8" ALUM. FLAT

BAR SEE FLAT BAR

DETAIL, TYP.

ATTACH GRATING TO FRAME AT CORNERS &

CROSS MEMBERS USING RECOMMENDED

STANDARD TYPE 314 OR 316 STAINLESS STEEL

PULTRUDED GRATING FASTENERS, AS

RECOMMENDED BY GRATING MANUFACTURER.

SEE NOTE.

(2) 3/8" x 3/4" SS HEX

BOLT TYP. EACH END

TYP.

FLAT BAR, SEE PLAN TYP.

45° CHAMFER

ALUM. TUBE, SEE PLAN TYP.

2 1/2" O.D. x 1/4"

TUBE

6" x 2" x 3/16"

ALUM. ROLLER

CHANNEL

STAINLESS STEEL

GRATING ATTACHMENT

FASTENERS,

WHERE OCCUR

2" x 1" x 1/8"

ALUM. CHANNEL

TYP.

4-8

1/4" FLAT HEAD

MACHINE SCREWS

@ 6" O.C.

7/ 8"

SEE SCHEDULE

LENGTH GANGPLANK "L"

SEE SCHEDULE

ROLLER LOCATION "R"

CHAMFER

1 1/2"

3' - 0 1/4"

SCALE: 1 1/2" = 1'-0"

SECTION A-A

4-8

(1/8)

3/16

1/8

TYP..

1/8

TYP.

1" x 2" x 1/8" ALUM.

TUBE TYP.

HINGE BACKING CHANNEL,

SEE OSMB STANDARD

ALUMINUM FLOAT HINGE

DESIGN FOR INFORMATION

NOT SHOWN

(1/8)

TYP.

1/4

TYP.

(1/8)

GRIND

SMOOTH

TYP.(1/8)

GAP TYP.

3/8" MAX.

NOTE: DISSIMILAR METALS SHALL BE SEPARATED AS REQUIRED

TO PREVENT GALVANIC CORROSION BY COMPLETELY COVERING

CONTACT AREAS WITH HESKINS 3453 CORROSION PROTECTION

TAPE OR APPROVED EQUAL MATERIAL.

45° CHAMFER

CROSS MEMBER DETAIL

GRATING

TUBE

(1/8)

1/8

CROSS MEMBER

CHANNEL

1/8

TYP.

3/16

1/4

TYP..

EQ.EQ.EQ.

CL CHANNEL CL CHANNEL

3/16

ALUM. BENT PL 1/4"

WITH 1 1/4" LEGS ALUM. HINGE BACKING

PL 3/8" x 3" x CONT.

2" DIA. x 3/16"

UHMW WASHER

(1/8)

3/16

.TYP.

3/16

ROLLER SUPPORT BRACKET,

SEE ROLLER SUPPORT

BRACKET DETAIL

SCALE: 1 1/2" = 1'-0"

ROLLER SUPPORT BRACKET

1" 6" 1"

4" 1"

CL ROLLER

STANDARD SIZE HOLE FOR

CARRIAGE BOLT, TYP.

ALUM. PL 1/4" x 3 3/4" x

0'-4" W/ 1/2" CHAMFER

BOTTOM CORNERS, TYP.

ALUM. PL

1/4" x 4" x 0'-8"

3/16

TYP.

STANDARD SIZE HOLE FOR

ROLLER BOLT, TYP.

1' - 6"

1/2"

SEE SECTION E-E ON SHEET 12

GANGPLANK FLOAT

E Q

(4) 7/16" DIA. HOLES

ROLLER CHANNEL

45° CHAMFER

(4) 11/16" x 1 1/2"

LONG SLOTS

SCALE: 1" = 1'-0"

3' - 2 1/4"

TYP.

4 1/2"

TYP.

3" 6"TYP.

2 3/4"

1/ 2"

8 1/2"

R 3/8"1/2" DIA.

SCALE: 3" = 1'-0"

1 1/2" CHAMFER

1/8" FLAT BAR

SCALE: 1 1/2" = 1'-0"

2" 1' - 3"

FLAT BAR DETAIL

@ 1 1/2" O.C.

(7) 7/16" DIA. HOLES 11' - 4"

GANGPLANK LENGTH "L"GUIDEWAY SLOPE ROLLER LOCATION "R"

11% 2' - 2 7/8"

11' - 0"12% 2' - 1 3/4"

10' - 4"13% 1' - 11 5/8"

GANGPLANK DIMENSION SCHEDULE

9' - 10"14% 1' - 10"

9' - 6"15% 1' - 9"

9' - 2"16% 1' - 7 7/8"

8' - 10"17% 1' - 6 3/4"

S E

S T

D O

C K

F A

O W

N E

T. Rutherford

T. Lam

12-20-24

FINAL CHECK SIGNATURE

SHEET OF

SHEET NUMBER

DATE:

DRAFTER:

DESIGN

SHEET STATUS

DESIGNER:

ENGINEER

S H

E E

T D

E S

C R

P R

C T

L O

C A

W A

T E

R B

O D

F A

O W

N E

DRAWING NO.

:4 :4

M A u to d e s k D o c s

/1 O

S M

B /1

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G A

N G

N K

A S

S E

M B

NO SLEEVES

NEEDED FOR

ROLLER BOLTS

ALUM. 3/4" SCH. 40

PIPE SLEEVES

FOR 3/4" BOLTS

IN TUBE

FOR PIPE

SLEEVE, TYP.

SECTION D-D

SIDE ROLLER

& CAGE

ON SHORE GUIDE ASSEMBLY

GUIDE LEG SIDE VIEW

SCALE: 1 1/2" = 1'-0"

3" 3"

3 3/4"

GUIDE LEG

ALUM. TUBE

5" x 3" x 1/4"

ROLLER CAGE

ALUM. L6" x 4" x 3/8"

MOUNTING BRACKET

TYP..

1/4

SCALE: 1 1/2" = 1'-0"

SIDE ROLLER CAGE

SECTION C-C

MOUNTING

BRACKET

GUIDE LEG

TUBE

2" 1/

1 1/2"

3 1/2"

1 1/2" 3 1/2"

1/4"

5/ 8"

END OF TUBE

FACE OF TUBE

FLOAT SHELL

TOP ROLLER AND

ROLLER CAGE

BOTTOM ROLLER

AND ROLLER CAGE

TOP OF GUIDEWAY

STEEL RAIL

SIDE ROLLER

AND CAGE

NUT AND JAMB NUT

ANGLE TO MATCH

GUIDEWAY SLOPE VARIES

6.28° MIN. AT 11% SLOPE TO

9.65° AT 17% SLOPE

1" RADIUS TYP.

6 1/2" AT (E) GUIDEWAY

7" AT NEW GUIDEWAY

UHMW WASHER

1/8" x 2" DIA. TYP.

1 1/4"

UHMW WASHER

1/8" x 2" DIA. TYP.

NUT AND JAMB NUT

3/4" DIA. SS

ROLLER BOLT

GUIDE LEG TUBE

ALUM. PL 1/4" x 3" x 3 3/4"

BOTTOM ROLLER CAGE

ROLLER

EDGE OF

GUIDEWAY

STEEL RAIL

G U

W A

3/16

(3/16)

. (3) SIDES

3/16

SECTION A-A

3 1/2" 1 1/2"

8" 3"

SECTION B-B

GUIDE LEG TUBE

BOTTOM ROLLER

ROLLER CAGE

1/2" RADIUS

1" CHAMFER

SIDE ROLLER

3/4" DIA. GALV. A307

ROLLER BOLT

BOTTOM PL

VARIES

BASED ON

SLOPE TOP PL

3/16

3/16 TYP. TOP

AND BOTTOM

PLATES

ALUM. PL 1/4" TOP AND BOTTOM.

BEVEL EDGE AT LEG TUBE AND

ROLLER AS REQ'D. TO MATCH SLOPE

ALUM. PL 1/4" x 3" AS REQ'D.

BEVEL EDGE AT LEG TUBE

TO MATCH SLOPE

(3/16)

3/16

(3/16)

3/16TYP. TOP

AND BOTTOM

PLATES

1/4

3/ 8"

COPE

OUTSTANDING

LEG

SCALE: 3" = 1'-0"

SECTION A-A

+3/4" DIA. BEARING I.D.

INCREASE I.D AS REQUIRED

TO ACCOMMODATE SS BOLT

1 5/8" DIA.

BEARING OD

(PRESS FIT)

1 1/2"

2 1/2"

ROLLER DETAIL

5" DIA.

3/16

SCALE: 3" = 1'-0"

SECTION E-E

4 1/2"

(3/16)

3/16

(3/16)

3/16

(3/16)

. TYP.

GANGPLANK FLOAT

ALUM. PL 3/16", TYP.

FILL WITH FOAM

GRATINGGANGPLANK TUBE

SEE PLAN

ALUM. CAP PL 3/16"

NOTE:

USE CAUTION WHEN WELDING ON FLOAT WITH

INTERNAL POLYSTYRENE FLOATATION CORES TO

PREVENT HEAT DAMAGE OR IGNITION OF CORE.

2 1/2" AT ON SHORE GUIDE

3" AT GANGPLANK

1 1/2" AT ON SHORE GUIDE

2" AT GANGPLANK

S E

S T

D O

C K

F A

O W

N E

T. Rutherford

T. Lam

12-20-24

FINAL CHECK SIGNATURE

SHEET OF

SHEET NUMBER

DATE:

DRAFTER:

DESIGN

SHEET STATUS

DESIGNER:

ENGINEER

S H

E E

T D

E S

C R

P R

C T

L O

C A

W A

T E

R B

O D

F A

O W

N E

DRAWING NO.

:4 :5

M A u to d e s k D o c s

/1 O

S M

B /1

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O N

S H

O R

E G

E A

S S

E M

1 Revisions Feb. 4, 2025 craig Snapshot craig Text Box

17' - 4"

SCALE: 1/2" = 1'-0"

PLAN - BOTTOM FLOAT SHELL

20' - 0"

1' - 4"

TRANSVERSE PL

SEE SHEET 16

BOTTOM

STIFFENER,

TYP.

BULKHEAD

NOTES:

1. SEE SHEET 14 FOR SECTIONS A-A, B-B, AND C-C.

2. REFER TO OSMB STANDARD ALUMINUM FLOAT DESIGN

FOR INFORMATION NOT SHOWN.

1/8

TYP..

1/8

TYP. TOP

AND

BOTTOM

S E

S T

D O

C K

F A

O W

N E

T. Rutherford

T. Lam

12-20-24

FINAL CHECK SIGNATURE

SHEET OF

SHEET NUMBER

DATE:

DRAFTER:

DESIGN

SHEET STATUS

DESIGNER:

ENGINEER

S H

E E

T D

E S

C R

P R

C T

L O

C A

W A

T E

R B

O D

F A

O W

N E

DRAWING NO.

:4 :5

M A u to d e s k D o c s

/1 O

S M

B /1

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D O

C K

S H

1 Revisions Feb. 4, 2025 craig Snapshot craig Text Box

RUBSTRIP

COMPOSITE

LUMBER WALE

ALUM. SHELL

RADIUS EDGES

TOP & BOTTOM

SQUARE

EDGES

ALUM. WALE

SUPPORT

RIVETS

(4 PLACES)

ALUM. BULLRAIL

DECKINGBULKHEAD FLANGE

ALUM. DECK

SUPPORT

TOP COVER

BULLRAIL GUSSET

ALUM. BULLRAIL

ROLLER BASEROLLERS

ROLLER BASE

SUPPORT TYP.ROLLERS MOUNT

REPLACEABLE

SACRIFICIAL

ZINC ANODE

ALUM. ANODE

BRACKET

ROLLER BASE SUPPORT

ROLLER BASE

ROLLER MOUNT

ROLLER

END STOP

END STIFFENER

ALUM. DECK SUPPORT

MC 3 x 2.18

TOP COVER

PULTRUDED

FIBERGLASS GRATE,

T1210

ALUM.

BARREL

FILLER

PLATE

TOP COVER

SPACER

CONCRETE

BALLAST

TO TOP OF

STIFFENERS

HINGE

CONCRETE

BALLAST

BULLRAIL

ALUM. SHELL ALUM. SHELL

ALUM.

BULKHEAD

CENTERED ON

SHELL SEAM

EXPANDED POLYSTYRENE

FOAM FLOATATION BLOCK

BOTTOM

STIFFENER

SEE SHEEET 13

CONCRETE BALLAST

TO TOP OF

STIFFENERS

EXPANDED POLYSTYRENE

FOAM FLOATATION BLOCK

HINGE PIN

PIN LOCK

SECTION A-A

SCALE: 1" = 1'-0"

SECTION B-B

SCALE: 1" = 1'-0"

5' - 6"

5' - 5 3/4"

5/8"

6' - 0"

1' - 3 3/4"1' - 3 13/16"

4' - 0" 3' - 11 13/16"

5 13/16"

SECTION C-C

SCALE: 1" = 1'-0"

ALUM. BULLRAIL

EXPANDED POLYSTYRENE

FOAM FLOATATION BLOCK

NOTE:

SEE SECTION B-B FOR

INFORMATION NOT SHOWN.

3/16 2-6

TYP.

3/16 2-6

1' - 3 1/2"

SECTION D-D

SCALE: 1" = 1'-0"

1/4" 1' - 0 1/2" 1/4"1' - 0 1/2"2' - 2 3/4"9 7/8" 9 7/8"

1/8

TYP..

L 4" x 4" x 5/8" END

STOP, TYP.

1/4"

CL ROLLER

6" WHERE

END STOP

OCCURS

CL ROLLER

TYP.

U.N.O.

ROLLER BASE AND BASE

SUPPORT DETAIL,

SEE SHEET 14

1 3/4"

6 3/16"

1/8

TYP.

RT 4" x 2" x 1/4"

CENT'D W/ HINGE

ASSEMBLY

1/8

(3) SIDES,

RT TO WALL

EACH END

HINGE

RT 4, SEE SECTION A-A

BLOCKOUT FOR

FLOATATION BOX

AROUND RT

ADDITIONAL ALUM.

BULKHEAD

S E

S T

D O

C K

F A

O W

N E

T. Rutherford

T. Lam

12-20-24

FINAL CHECK SIGNATURE

SHEET OF

SHEET NUMBER

DATE:

DRAFTER:

DESIGN

SHEET STATUS

DESIGNER:

ENGINEER

S H

E E

T D

E S

C R

P R

C T

L O

C A

W A

T E

R B

O D

F A

O W

N E

DRAWING NO.

:4 :5

M A u to d e s k D o c s

/1 O

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D O

C K

D E

T A

1 Revisions Feb. 4, 2025 craig Snapshot craig Text Box

ROLLER DETAIL

SCALE: 3" = 1'-0"

ROLLER BASE

3" x 3" x 1/4" TUBE

ROLLER MOUNT

3" DIA. x 4 1/2"

ROLLER SEE

ROLLER DETAIL

SHEET 12

CL TUBE

CL BOLTS

2 1/2"

TYP.

1/2"

3/ 4"

8" 1/

PL 1/4"

9/16" DIA. HOLE

ALUM PL 1/4"

2 1/8" 2 1/8"4 3/4"

3/4" 3/4"

ROLLER MOUNT

SCALE: 3" = 1'-0"

3/16

TYP..

PL 1/4" TYP.

ALUM PL 1/4" x 2 1/2" x 0'-9" W/ (2)

9/16" DIA. HOLES FOR BOLTS

ROLLER BASE AND ROLLER BASE SUPPORT

SCALE: 3" = 1'-0"

ROLLER BASE

3" x 3" x 1/4" TUBE

ROLLER

BASE

PL 1/4"

FLOAT SHELL

2 3/4"

ROLLER BASE SUPPORT

PL 1/4" x 2" x 0'-2 3/4"

(1/8)

4 1/4" 7 1/2" 4 1/4"

CL HOLE CL HOLE

2" DIA. ACCESS HOLE

ROLLER BASE9/16" DIA. BOLT

HOLE AT CL TUBE

ROLLER BASE

1' - 4"

TYP

2"1" 2" 1"10"

ROLLER BASE

SUPPORT TYP.

LOWER ROLLER FLOAT CONNECTION

SCALE: 3" = 1'-0"

FLOAT BOTTOM

PL 1/4" x 3"

1" DIA. HOLE

ALUM SHELL

OUTSIDE SURFACE

3/16

3/163/16

3/16

(2) 1/2" DIA. SS

BOLTS WITH LOCK

NUT AND NUT

CL PLATE

CL CHAIN/CABLE

3/16

HINGE BACKING

CHANNEL

CL FLOAT

FLOAT END AT GANGPLANK

SCALE: 1" = 1'-0"

HINGE BARREL

HINGE

BACKING

BAR

FLOAT END BULKHEAD

TYP..

1/8

4' - 4 3/4" 9 5/8"9 5/8"

TYP.

EACH

END

3/16

2 1/2" x 2 1/ 2" x 1/4"

ALUM TUBE

SECTION A-A

S E

S T

D O

C K

F A

O W

N E

T. Rutherford

T. Lam

12-20-24

FINAL CHECK SIGNATURE

SHEET OF

SHEET NUMBER

DATE:

DRAFTER:

DESIGN

SHEET STATUS

DESIGNER:

ENGINEER

S H

E E

T D

E S

C R

P R

C T

L O

C A

W A

T E

R B

O D

F A

O W

N E

DRAWING NO.

:4 :2

M A u to d e s k D o c s

/1 O

S M

B /1

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F L

O A

T R

O L

L E

R A

S S

E M

B L

S A

N D

L O

W E

R R

O L L E

F L

O A

T C

O N

N E

C T

1 Revisions Feb. 4, 2025 craig Snapshot craig Text Box

SCALE: 1/2" = 1'-0"

BULKHEAD

SEE BOTTOM

STIFFENER

DETAIL TYP.

BOTTOM STIFFENER, TYP.

3/16" PL BULKHEAD, TYP.

PILE SLIP

LONGITUDINAL PLATE PILE SLIP

1' - 0" 1' - 0 1/4"

4' - 0" O.C. (TYP)3' - 11 13/16"

17' - 3 5/8"

17' - 4"

5' - 11 5/8"

3/16

TYP..

ELEVATION

SECTION A-A

BULKHEAD

SECTION B-B

SCALE: 1/2" = 1'-0"

1' - 0"1' - 0 1/4"

TRANSVERSE PLATE

SCALE: 1/2" = 1'-0"

SECTION C-C

CHAMFERED

CORNER OF

BULKHEAD

TOP OF BULKHEAD

6' - 0"

4' - 7 1/8"

° T

YP.

3/16

NOTE:

REFER TO OSMB STANDARD ALUMINUM FLOAT

DESIGN FOR INFORMATION NOT SHOWN.

11 3/4"

BOTTOM STIFFENER

1 1/2"

1' - 3 13/16"

SCALE: 1 1/2" = 1'-0"

1 1/2" x 1 1/ 2" x 1/8"

ALUM TUBE

BOTTOM STIFFENER DETAIL

BOTTOM

STIFFENER

FLOAT SHELL

(3) SIDES TYP.

EACH END

1/8

SCALE: 1 1/2" = 1'-0"

NOTE:

RADIUS CORNER LOCATED AT EXTERIOR SIDE

OF FLOAT TO MATCH FLOAT RADIUS.

RADIUS CORNER OF

BOTTOM STIFFENER TO

MATCH FLOAT RADIUS

S E

S T

D O

C K

F A

O W

N E

T. Rutherford

T. Lam

12-20-24

FINAL CHECK SIGNATURE

SHEET OF

SHEET NUMBER

DATE:

DRAFTER:

DESIGN

SHEET STATUS

DESIGNER:

ENGINEER

S H

E E

T D

E S

C R

P R

C T

L O

C A

W A

T E

R B

O D

F A

O W

N E

DRAWING NO.

:4 :5

M A u to d e s k D o c s

/1 O

S M

B /1

.r v t

D O

C K

S T

R U

C T

U R

A L

O U

1 Revisions Feb. 4, 2025 craig Snapshot craig Text Box

FRONT VIEW "A" BLOCK

TOP VIEW "A" BLOCK

FRONT VIEW "B" BLOCK

TOP VIEW

TURN 180° FOR OPPOSITE SIDE

/1 6"

1' - 11 3/4"

SCALE: 1" = 1'-0"

1' - 11 3/4"

NOTE:

PROVIDE BLOCKOUT AROUND

RT SECTION AT "B" BLOCK

WHERE OCCURS.

3 8 6

2 9 5

1 7 4

BULKHEADSSHELL

A B

AB B B B B B B B B B B B

BBBBBBBBBBBBB

B B B B B B B B B B B B B

S E

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T. Rutherford

T. Lam

12-20-24

FINAL CHECK SIGNATURE

SHEET OF

SHEET NUMBER

DATE:

DRAFTER:

DESIGN

SHEET STATUS

DESIGNER:

ENGINEER

S H

E E

T D

E S

C R

P R

C T

L O

C A

W A

T E

R B

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F A

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DRAWING NO.

:4 :4

M A u to d e s k D o c s

/1 O

S M

B /1

.r v t

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O A

M F

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T A

10022400077_OSMB Self-Adjusting Dock_Signed.pdf

Sheets

01 - TITLE SHEET

02 - GENERAL STRUCTURAL NOTES

03 - GENERAL STRUCTURAL NOTES

04 - SPECIAL INSPECTIONS

05 - FULL SELF-ADJUSTING SYSTEM

06 - GUIDEWAY

07 - OFFSHORE GUIDE ASSEMBLY

08 - DOCK HINGE CONNECTION DETAILS

09 - LOWER ROLLER ASSEMBLY

10 - OFFSHORE GUIDE BRACKET DETAILS

11 - GANGPLANK ASSEMBLY

12 - ON SHORE GUIDE ASSEMBLY

13 - DOCK SHELL PLAN

14 - DOCK DETAILS

15 - FLOAT ROLLER ASSEMBLIES AND LOWER ROLLER FLOAT CONNECTION

16 - DOCK STRUCTURAL LAYOUT

17 - DOCK CONC. & FOAM FILL DETAILS

10022400077_Rev. 1 Drawings_Signed.pdf

Sheets

01 - TITLE SHEET

02 - GENERAL STRUCTURAL NOTES

03 - GENERAL STRUCTURAL NOTES

04 - SPECIAL INSPECTIONS

05 - FULL SELF-ADJUSTING SYSTEM

06 - GUIDEWAY

07 - OFFSHORE GUIDE ASSEMBLY

08 - DOCK HINGE CONNECTION DETAILS

09 - LOWER ROLLER ASSEMBLY

10 - OFFSHORE GUIDE BRACKET DETAILS

11 - GANGPLANK ASSEMBLY

12 - ON SHORE GUIDE ASSEMBLY

13 - DOCK SHELL PLAN

14 - DOCK DETAILS

15 - FLOAT ROLLER ASSEMBLIES AND LOWER ROLLER FLOAT CONNECTION

16 - DOCK STRUCTURAL LAYOUT

17 - DOCK CONC. & FOAM FILL DETAILS

File details come from the government source that posted it. Updated Mar 22, 2025.