Attachment 2 - Drawings - Repair Waterfront Phase I .pdf

PDF 7 MB Posted Jun 5, 2025

Attached to: Repair Waterfront - Phase I at USCG Station Portsmouth Harbor (New Castle, New Hampshire)
Solicitation number: 70Z0G125BSNNE0001
Issued by: Department of Homeland Security US Coast Guard

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Written by GovTribe AI · Jun 5, 2025

These are architectural and engineering drawings for the U.S. Coast Guard's Repair Waterfront - Phase I project at the Portsmouth Harbor Station in New Castle, New Hampshire. The comprehensive set of 12 detailed drawings covers repair and replacement work for multiple waterfront infrastructure components, including the pier system, floating docks (boathouse, summer float, and east float), and associated structural elements. The drawings provide specific technical details for repairing timber cribbing, replacing damaged struts, bracing, guide posts, fender blocks, handrails, and other critical structural components across five different cribs (numbered 1-5).

The project scope involves structural repairs to deteriorating waterfront infrastructure, with precise engineering specifications for removing and replacing various timber and steel elements. Key repair locations include timber strakes, PVC rubstrips, rubber d-fenders, guide pile brackets, and supporting gangway structures. The drawings meticulously document existing conditions, removal procedures, replacement methods, and connection details, providing a comprehensive blueprint for rehabilitating the Coast Guard station's waterfront facilities. The project is part of a solicitation (70Z0G125BSNNE0001) that is a 100% small business set-aside, with a bid due date of 8 July 2025 and a projected contract completion of 77 calendar days from the Notice to Proceed.

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Other files

File	Type	Posted
17a ABSTRACT OF BIDS for IFB 70Z0G125BSNNE0001.pdf	PDF	Jul 8, 2025
Amendment 0001 - 70Z0G125BSNNE0001 - Repair Waterfront Phase I .pdf	PDF	Jun 23, 2025
Attachment 1 - Specifications - Repair Waterfront Phase I .pdf	PDF	Jun 5, 2025
Attachment 4 - Wage Determination NH20250025.pdf	PDF	Jun 5, 2025
70Z0G125BSNNE0001 Invitation for Bid - Repair Waterfront Phase I Solicitation.pdf	PDF	Jun 5, 2025
Attachment 3 - Wage Determination NH20250003.pdf	PDF	Jun 5, 2025

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B Y:

2 3 4 5 6 7 8 9 10

TECHNICAL DIRECTOR

BRANCH CHIEF

APPROVING OFFICIAL DATE

A/ E

SHEET ID

1/ 2"

U.S. COAST GUARD

CIVIL ENGINEERING UNIT

PROVIDENCE

VICINITY MAP

SCALE: NTS

LOCATION MAP

SCALE: NTS

DRAWING INDEX

SHEET ID SHEET # SHEET TITLE

G-001 1 COVER SHEET

G-002 2 ABBREVIATIONS

G-003 3 GENERAL NOTES

G-101 4 WORK PLAN

G-901 5 EXISTING CONDITIONS PHOTOS

S-101 6 REPAIR PLAN

S-501 7 CRIB #1 TO #5 REPAIR DETAILS

S-502 8 CRIB #1 AND #2 REPAIR DETAILS

S-503 9 CRIB #1 REPAIR DETAILS

S-504 10 CRIB #5 REPAIR DETAILS

S-505 11 CRIB #3 REPAIR DETAILS

S-506 12 CRIB #1, #2, AND #5 REPAIR DETAILS

CG STA PORTSMOUTH HARBOR

NEW CASTLE, ROCKINGHAM COUNTY, NEW HAMPSHIRE

29238553 REPAIR WATERFRONT - PHASE 1

PIER SYSTEM, FLOATING DOCK - BOATHOUSE, FLOATING

DOCK - SUMMER FLOAT, AND FLOATING DOCK - EAST FLOAT

EXCEL

N C E I N

E N G I N E E R I N G

U . S . C O A S T G

U A

R D

CIVIL

ENGINEERING UNIT

PROVIDENCE

PROJECT SITE

- P

PIER SYSTEM

G-001

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US COAST GUARD

CIVIL ENGINEERING

SUMMARY OF WORK

(BASE BID, ITEM 1)

MICHAEL P. CAROSOTTO, P.E. 4/21/2025

MICHAEL P. CAROSOTTO, P.E.

DAVID C. DILL

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RPUID

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ITEM

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QUANTITY

AutoCAD SHX Text 72649

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REPLACE MISSING/LOOSE TIMBER STRAKES

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12 EA

AutoCAD SHX Text 72649

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REPLACE MISSING/LOOSE PVC FENDERS

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16 EA

AutoCAD SHX Text 72649

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REPLACE MISSING/FAILED RUBBER D-FENDER

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2 EA

AutoCAD SHX Text 72649

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REPLACE MISSING/LOOSE DIAGONAL TIMBER STRUTS

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5 EA

AutoCAD SHX Text 72649

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REPLACE HORIZONTAL AND DIAGONAL TIMBER BRACING AT CRIB 1, BENT 2

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1 LS

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REPLACE TIMBER HANDRAILS

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45 LF

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REPLACE TIMBER FENDER BLOCKS

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2 EA

AutoCAD SHX Text 848539

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MODIFY UPPER GUIDE PILE BRACKETS

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2 EA

AutoCAD SHX Text 848539

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REPLACE TIMBER RANGER SUPPORTING GANGWAY

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1 LS

AutoCAD SHX Text 848538

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REPLACE GUIDE POST

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2 EA

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REMOVE GUIDE POST

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1 EA

AutoCAD SHX Text THIS TABLE IS NOT AN EXHAUSTIVE LIST OF ALL SCOPE ITEMS, ESPECIALLY INCIDENTAL WORK, AND IS INTENDED TO BE A GENERAL SUMMARY ONLY. REFER TO THE DRAWINGS CONTAINED HEREIN AND THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION AND DETAILS ON THE FULL PROJECT SCOPE OF WORK.

USCG DRAWING VIEW SYMBOLS LEGEND

NORTH

PLAN

TRUE N

X# TITLE

SCALE: X=1'-0"

XX###

0 1" 2"1/2"

XX###

REVISION #

DRAWING VIEW TITLES REVISION CLOUDS AND DELTAS

GRAPHIC SCALES NORTH ARROWS

DRAWING VIEW INDICATOR EXTERIOR ELEVATION INDICATOR

ENLARGED DETAIL INDICATORS INTERIOR ELEVATION INDICATOR

SECTIONAL VIEW INDICATOR

REV CLOUD

PLAN NORTH

TRUE NORTH

ELEVATION

NUMBER/ID

ELEVATION

DRAWING

SHEET

DRAWING

SHEET

NUMBER/ID

DRAWING

VIEW

NUMBER/ID

DRAWING

VIEW

NUMBER/ID

DRAWING

VIEW

TITLE

DRAWING

SCALE

PROJECT INFORMATION

FACILITY/ASSET NAME:

FACILITY/ASSET # (RPUID):

CONSTRUCTION TYPE:

BUILDING AREA:

ORIGINAL DESIGN WIND SPEED:

- P

PIER SYSTEM

G-002

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US COAST GUARD

CIVIL ENGINEERING

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

TIDAL DATA

100 YEAR FLOOD RECURRENCE FLOOD WAVE ZONE (VE ZONE)

100 YEAR RECURRENCE FLOOD ZONE (AE ZONE)

HIGHEST OBSERVED WATER LEVEL (01/02/2010)

MEAN HIGHER HIGH WATER (MHHW)

MEAN HIGH WATER (MHW)

NORTH AMERICAN VERTICAL DATUM (NAVD) 1988

NATIONAL GEODETIC VERTICAL DATUM (NGVD) 1929

MEAN LOW WATER (MLW)

MEAN LOWER LOW WATER (MLLW)

LOWEST OBSERVED WATER LEVEL (02/02/2018)

REFERENCE:

NOAA TIDAL STATION #8423998, FORT POINT, NEWCASTLE, NH

FEMA FLOOD MAP 33015C0279F

COMMON ABBREVIATIONS

ABBR TERM

& AND

L ANGLE

℄ CENTER LINE

Ø DIAMETER

# NUMBER

⅊ PLATE

BLDG BUILDING

DWG DRAWING

EA EACH

EL ELEVATION

ELEC ELECTRICAL

EXST EXISTING

FT FEET

GOVT GOVERNMENT

HDG HOT DIP GALVANIZED

LB POUND

LF LINEAR FEET

MAX MAXIMUM

MIN MINIMUM

MISC MISCELLANEOUS

MLW MEAN LOW WATER

MLLW MEAN LOWER LOW WATER

MHW MEAN HIGH WATER

MHHW MEAN HIGHER HIGH WATER

NAVD NORTH AMERICAN VERTICAL DATUM

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOAA NATIONAL OCEANIC AND

ATMOSPHERIC ADMINISTRATION

OC ON CENTER

PSF POUNDS PER SQ. FT.

PT PRESSURE TREATED

PVC POLY-VINYL CHLORIDE

QA QUALITY ASSURANCE

QC QUALITY CONTROL

REV REVISION

SF SQUARE FEET

SHT SHEET

SQ SQUARE

SS STAINLESS STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE;

UTIL UTILITY

W WITH

W/O WITHOUT

XS EXTRA STRONG

USCG DETACHMENTS

ABBR TERM

CEU CIVIL ENGINEERING UNIT

CEUP CEU PROVIDENCE

CG COAST GUARD

STA U.S. COAST GUARD STATION

USCG UNITED STATES COAST GUARD

USCG PERSONNEL

ABBR TERM

CO; COMMANDING OFFICER

OIC OFFICER IN CHARGE

KO CONTRACTING OFFICER

COR CONTRACTING OFFICER

DOR DESIGNER OF RECORD

DPM DESIGN PROJECT MANAGER

FACILITY GENERAL INFORMATION

PIER SYSTEM

72649

TIMBER CRIBBING WITH ROCK BALLAST

3600 SQ. FT.

87 KNOTS (3-SECOND GUST)

EXPOSURE CATEGORY: D

DESIGN WAVE HEIGHT: 1.5 FT.

BUILDING HEIGHT: 33 FT.

DESIGN UNIFORM LIVE LOAD: 40 PSF

MLLW NAVD

PROJECT 1988

DATUM

19.95' 15.00' 16.95' 11.00' 12.28' 7.82' 9.39' 4.89' 8.96' 4.00' 4.95' 0.00' 4.19' -0.77' 0.34' -4.63' 0.00' -4.96' -2.71' -7.66'

USCG ANNOTATION SYMBOLS LEGEND

GRID IDENTIFIER

W.L. AT '##

FLOW

KEYNOTE SYMBOL

SPOT ELEVATION INDICATOR FLOW ARROW

WATER LEVEL IDENTIFIER

X/#

CURRENT RESTRICTIONS: PROHIBIT USE WHEN WINDS EXCEED 35 KNOTS (3-SECOND GUST)

FACILITY/ASSET NAME:

FACILITY/ASSET # (RPUID):

CONSTRUCTION TYPE:

STRUCTURE AREA:

ORIGINAL DESIGN WIND SPEED:

FLOATING DOCK - SUMMER FLOAT

848539

CONCRETE FLOATING DOCK

800 SQ. FT.

64 KNOTS TYPE II STORM MOORING

EXPOSURE CATEGORY: D

DESIGN WAVE HEIGHT: 1.5 FT.

CURRENT RESTRICTIONS: PROHIBIT USE WHEN WINDS EXCEED 35 KNOTS (3-SECOND GUST)

FACILITY/ASSET NAME:

FACILITY/ASSET # (RPUID):

CONSTRUCTION TYPE:

STRUCTURE AREA:

ORIGINAL DESIGN WIND SPEED:

FLOATING DOCK - BOATHOUSE

848538

CONCRETE FLOATING DOCK

396 SQ. FT.

64 KNOTS TYPE II STORM MOORING

EXPOSURE CATEGORY: D

DESIGN WAVE HEIGHT: 1.5 FT.

CURRENT RESTRICTIONS: NONOPERATIONAL; FLOAT HAS BEEN REMOVED FROM THE SITE

FACILITY/ASSET NAME:

FACILITY/ASSET # (RPUID):

CONSTRUCTION TYPE:

STRUCTURE AREA:

ORIGINAL DESIGN WIND SPEED:

FLOATING DOCK - EAST FLOAT

CONCRETE FLOATING DOCK

512 SQ. FT.

UNKNOWN

EXPOSURE CATEGORY: D

DESIGN WAVE HEIGHT: UNKNOWN

CURRENT RESTRICTIONS: NONOPERATIONAL; FLOAT HAS BEEN REMOVED FROM THE SITE

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SHEET ID

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GENERAL WATERFRONT REPAIR NOTES:

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PIER SYSTEM

G-003

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US COAST GUARD

CIVIL ENGINEERING

WATERFRONT REMOVAL AND DEMOLITION NOTES

UTILITY NOTES

TIMBER NOTES:

STRUCTURAL STEEL NOTES:

FENDER NOTES:

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1. THESE DRAWINGS FORM A PART OF THE SPECIFICATIONS. REFER TO THE TECHNICAL SPECIFICATIONS FOR THESE DRAWINGS FORM A PART OF THE SPECIFICATIONS. REFER TO THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. ALL DIMENSIONS, ELEVATIONS AND CONDITIONS SHALL BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE ALL DIMENSIONS, ELEVATIONS AND CONDITIONS SHALL BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE ORDERING MATERIALS AND PROCEEDING WITH THE AFFECTED PART OF THE WORK. 3. THE CONTRACTOR IS ADVISED THAT THE DRAWINGS AND SPECIFICATIONS FORM A PART OF THE CONTRACT THE CONTRACTOR IS ADVISED THAT THE DRAWINGS AND SPECIFICATIONS FORM A PART OF THE CONTRACT DOCUMENTS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL KEEP A COPY OF THE DRAWINGS AND SPECIFICATIONS ONSITE AT ALL TIMES DURING THE PROJECT. 4. ELEVATIONS ARE IN FEET BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), UNLESS NOTED ELEVATIONS ARE IN FEET BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), UNLESS NOTED OTHERWISE. 5. WHERE COMPONENTS ARE CALLED OUT ON THESE DRAWINGS AS "REPLACE", "REMOVE AND REPLACE", OR SIMILAR WHERE COMPONENTS ARE CALLED OUT ON THESE DRAWINGS AS "REPLACE", "REMOVE AND REPLACE", OR SIMILAR VERBIAGE, CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING COMPONENTS, AND FURNISH AND INSTALL NEW COMPONENTS. WHERE COMPONENTS ARE CALLED OUT ON THESE DRAWINGS AS "REMOVE AND SALVAGE" OR SIMILAR VERBIAGE, CONTRACTOR SHALL REMOVE, STORE AND PROTECTS ITEMS AS NECESSARY, AND REINSTALL THE EXISTING COMPONENTS. 6. EXISTING CONDITIONS ARE INTENDED TO PROVIDE GENERAL OVERVIEW OF STRUCTURES BUT DO NOT INCLUDE ALL EXISTING CONDITIONS ARE INTENDED TO PROVIDE GENERAL OVERVIEW OF STRUCTURES BUT DO NOT INCLUDE ALL APPURTENANCES AND CONDITIONS. ALL DIMENSIONS AND DETAILS OF THE EXISTING CONSTRUCTION SHALL BE CHECKED AND VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE ORDERING MATERIALS AND PROCEEDING WITH THE AFFECTED PART OF THE WORK. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK WITH THE CONTRACTING OFFICER'S IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK WITH THE CONTRACTING OFFICER'S REPRESENTATIVE ON A DAILY BASIS. 8. THE EXACT SIZE & LOCATION OF ALL EXISTING UTILITIES IMPACTED BY THE WORK SHALL BE FIELD VERIFIED BY THE EXACT SIZE & LOCATION OF ALL EXISTING UTILITIES IMPACTED BY THE WORK SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL TAKE CARE TO PROTECT ALL UTILITIES IN THE WORK AREA AND ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE. 9. METHODS OF DEMOLITION, CONSTRUCTION, AND ERECTION ARE THE CONTRACTOR'S RESPONSIBILITY UNLESS METHODS OF DEMOLITION, CONSTRUCTION, AND ERECTION ARE THE CONTRACTOR'S RESPONSIBILITY UNLESS OTHERWISE SPECIFIED. 10. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ENVIRONMENTAL CONTROLS AS REQUIRED BY FEDERAL, STATE AND THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ENVIRONMENTAL CONTROLS AS REQUIRED BY FEDERAL, STATE AND MUNICIPAL REGULATIONS AND PERMITS. ENVIRONMENTAL CONTROLS SHALL INCLUDE BUT NOT BE LIMITED TO TURBIDITY, PH, AND DUST. 11. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE FEDERAL, STATE AND MUNICIPAL REGULATIONS, INCLUDING THE THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE FEDERAL, STATE AND MUNICIPAL REGULATIONS, INCLUDING THE FEDERAL DEPARTMENT OF LABOR, SAFETY, OCCUPATIONAL SAFETY, HEALTH ACT, U.S. ARMY CORPS OF ENGINEERS, STATE/LOCAL WETLANDS CONTROL, AND PERMITS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL COST OF REINSPECTION OR RETEST WHEN PRIOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL COST OF REINSPECTION OR RETEST WHEN PRIOR REJECTION MAKES REINSPECTION OR RETEST NECESSARY. 13. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DONE TO STRUCTURES AND VESSELS OR INJURIES TO THE THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DONE TO STRUCTURES AND VESSELS OR INJURIES TO THE PUBLIC AND FACILITY PERSONNEL AS A RESULT OF PERFORMING THE WORK.

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1. ALL COMPONENTS CALLED OUT TO BE REMOVED, SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. ALL COMPONENTS CALLED OUT TO BE REMOVED, SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. 2. ALL MATERIAL REMOVED OR DEMOLISHED AND NOT REUSED OR SALVAGED SHALL BECOME THE PROPERTY OF THE ALL MATERIAL REMOVED OR DEMOLISHED AND NOT REUSED OR SALVAGED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF-SITE. CONTRACTOR IS ADVISED THAT EXISTING TIMBER MAY CONTAIN PRESERVATIVES. REMOVED MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS. 3. THE CONTRACTOR SHALL PROVIDE CONTROL MEASURES AS REQUIRED BY ENVIRONMENTAL REGULATIONS AND AS THE CONTRACTOR SHALL PROVIDE CONTROL MEASURES AS REQUIRED BY ENVIRONMENTAL REGULATIONS AND AS REQUIRED TO PREVENT DEBRIS CONTAMINANTS (SOLID, LIQUID OR DISSOLVED) FROM ENTERING THE WATER. UNDERWATER INSPECTIONS MAY BE CONDUCTED BY THE GOVERNMENT TO ENSURE THE CONTRACTOR HAS REMOVED ALL DEMOLITION AND CONSTRUCTION DEBRIS FROM THE MUDLINE. 4. CONTRACTOR SHALL PREVENT THE SPREAD OF DUST AND DEBRIS AND AVOID THE CREATION OF A NUISANCE OR CONTRACTOR SHALL PREVENT THE SPREAD OF DUST AND DEBRIS AND AVOID THE CREATION OF A NUISANCE OR HAZARD IN THE SURROUNDING AREA. DO NOT USE WATER IF IT RESULTS IN HAZARDOUS OR OBJECTIONABLE CONDITIONS SUCH AS, BUT NOT LIMITED TO, FLOODING OR POLLUTION. 5. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE TOWN OF NEW CASTLE FIRE DEPARTMENT FOR WELDING OR THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE TOWN OF NEW CASTLE FIRE DEPARTMENT FOR WELDING OR TORCH CUTTING WORK PERFORMED AT THE SITE.

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1. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND SUPPORT EXISTING UTILITIES WITHIN CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND SUPPORT EXISTING UTILITIES WITHIN THE AREA OF WORK. ANY DAMAGE INCURRED SHALL BE REPAIRED IMMEDIATELY TO THE SATISFACTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE, AT THE CONTRACTORS EXPENSE. 2. ALL UTILITIES WITHIN THE LIMITS OF THE WORK, NOT IDENTIFIED TO BE REMOVED AND REINSTALLED, SHALL BE ALL UTILITIES WITHIN THE LIMITS OF THE WORK, NOT IDENTIFIED TO BE REMOVED AND REINSTALLED, SHALL BE EITHER PROTECTED AND SUPPORTED DURING CONSTRUCTION, OR DISCONNECTED AND REINSTALLED, AS NECESSARY TO COMPLETE THE WORK. ANY UTILITY COMPONENTS REMOVED AND NOT SUITABLE FOR REINSTALLATION, SHALL BE REPLACED IN-KIND, AT NO ADDITIONAL COST TO THE GOVERNMENT. 3. NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF ANY NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE A MINIMUM OF 5 WORKING DAYS IN ADVANCE OF ANY OUTAGES.

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1. TIMBER WORK SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 06 13 33. TIMBER BELOW DECK LEVEL TIMBER WORK SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 06 13 33. TIMBER BELOW DECK LEVEL SHALL BE NO. 2 SOUTHERN PINE, TREATED IN ACCORDANCE WITH THE LATEST AWPA STANDARDS FOR MARINE EXPOSURE IN NORTHERN WATERS (USE CATEGORY UC5A). TIMBER AT DECK LEVEL AND ABOVE SHALL BE TREATED IN ACCORDANCE WITH THE LATEST AWPA STANDARDS FOR AMBIENT MARINE SPRAY EXPOSURE (USE CATEGORY UC4B). 2. ALL TIMBER CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN INSTITUTE OF TIMBER ALL TIMBER CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION: TIMBER CONSTRUCTION MANUAL. 3. ALL BOLTED CONNECTIONS SHALL BE MADE WITH ASTM A307 GRADE A BOLTS OR ALL-THREAD ROD, AS ALL BOLTED CONNECTIONS SHALL BE MADE WITH ASTM A307 GRADE A BOLTS OR ALL-THREAD ROD, AS APPLICABLE. TIMBER CONNECTIONS SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153, ASTM A123, OR ASTM F2329, AS APPLICABLE. ALL BOLTS SHALL BE SNUG TIGHT. NUTS SHALL BE ASTM A563A, GRADE A, HEX STYLE. OGEE WASHERS SHALL BE USED AT ALL FASTENER HEADS BEARING ON TIMBER. 4. ALL TIMBER CONNECTIONS, EXCEPT AS NOTED OTHERWISE, SHALL BE MADE WITH 1" HDG STEEL THRU-BOLTS OR ALL TIMBER CONNECTIONS, EXCEPT AS NOTED OTHERWISE, SHALL BE MADE WITH 1" HDG STEEL THRU-BOLTS ORANCHOR BOLTS AS SHOWN ON THE DRAWINGS. BOLTS SHALL BE COUNTERSUNK ALONG BERTHING FACES. RAILING MEMBERS SHALL BE SECURED TO POSTS USING #10 STAINLESS STEEL SCREWS, 3 INCHES LONG. PRE-DRILL TO PREVENT SPLITTING. 5. FIELD TREAT ALL CUT AND DRILLED TIMBER SURFACES WITH TWO COATS OF PRESERVATIVE CONTAINING COPPER FIELD TREAT ALL CUT AND DRILLED TIMBER SURFACES WITH TWO COATS OF PRESERVATIVE CONTAINING COPPER NAPTHANATE SOLUTION (MIN 2% METALLIC SOLUTION) PER AWPA. ALLOW SUFFICIENT TIME AFTER FIRST TREATMENT FOR PRESERVATIVE TO SOAK IN (DRY APPEARANCE) BEFORE SECOND TREATMENT IS APPLIED. WOOD PRESERVATIVES ARE RESTRICTED-USE PESTICIDES AND SHALL BE APPLIED ACCORDING TO APPLICABLE STANDARDS. FIELD TREATMENT SHALL NOT BE APPLIED OVER WATER. 6. DECKING CONNECTIONS SHALL BE MADE WITH 1/4" X6" HDG DECK SCREWS OR APPROVED EQUAL SO AS TO DECKING CONNECTIONS SHALL BE MADE WITH 1/4" X6" HDG DECK SCREWS OR APPROVED EQUAL SO AS TOPROVIDE A FLUSH WALKING SURFACE. 7. STRAKE CONNECTIONS SHALL BE MADE WITH MIN 1/2" X8" HDG LAG BOLTS AND ASSOCIATED WASHERS. STRAKE CONNECTIONS SHALL BE MADE WITH MIN 1/2" X8" HDG LAG BOLTS AND ASSOCIATED WASHERS.

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1. ALL STRUCTURAL STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 05 12 00 AND ALL STRUCTURAL STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 05 12 00 AND WITH THE LATEST EDITION OF THE AISC STEEL CONSTRUCTION MANUAL. 2. ALL STRUCTURAL STEEL SHAPES SHALL BE ASTM A572, GRADE 50. ALL STEEL PLATES SHALL BE ASTM A36. ALL ALL STRUCTURAL STEEL SHAPES SHALL BE ASTM A572, GRADE 50. ALL STEEL PLATES SHALL BE ASTM A36. ALL STEEL PLATES AND SHAPES, SHALL BE HDG, UNLESS NOTED OTHERWISE. 3. STEEL PIPE SHALL BE ASTM A53 GRADE B, OR ASTM A500 GRADE B. ALL PIPE SHALL BE HDG, UNLESS NOTED STEEL PIPE SHALL BE ASTM A53 GRADE B, OR ASTM A500 GRADE B. ALL PIPE SHALL BE HDG, UNLESS NOTED OTHERWISE. 4. ALL ABOVE WATER WELDING SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 05 12 00 AND THE ALL ABOVE WATER WELDING SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 05 12 00 AND THE STRUCTURAL WELDING CODE D1.1 OF THE AMERICAN WELDING SOCIETY (AWS). ELECTRODES SHALL BE E7OXX LOW HYDROGEN IN ACCORDANCE WITH AWS SPECIFICATIONS. 5. ALL STEEL-TO-STEEL BOLTED CONNECTIONS AND BOLTS HARDWARE SHALL BE MADE WITH ASTM GRADE 325 OR ALL STEEL-TO-STEEL BOLTED CONNECTIONS AND BOLTS HARDWARE SHALL BE MADE WITH ASTM GRADE 325 OR ASTM A449 TYPE 1 BOLTS OR THREADED ROD, AS APPLICABLE. NUTS SHALL BE ASTM A563, GRADE DH, HEX STYLE AND THE WASHERS SHALL BE ASTM F436. 6. ALL BOLTS, THREADED RODS, NUTS AND WASHERS SHALL BE HOT-DIP GALVANIZED, IN ACCORDANCE WITH ASTM ALL BOLTS, THREADED RODS, NUTS AND WASHERS SHALL BE HOT-DIP GALVANIZED, IN ACCORDANCE WITH ASTM A153, OR F2329, AS APPLICABLE. 7. STAINLESS STEEL BOLTS AND THREADED ROD SHALL BE TYPE 316/316L. STAINLESS STEEL BOLTS AND THREADED ROD SHALL BE TYPE 316/316L. 8. ALL DISSIMILAR METALS SHALL BE SEPARATED BY PLASTIC SEPARATION SHEETS OR BUSHINGS NOT LESS THAN ALL DISSIMILAR METALS SHALL BE SEPARATED BY PLASTIC SEPARATION SHEETS OR BUSHINGS NOT LESS THAN 1/16 INCH THICK. THE SEPARATION SHEETS SHALL BE NYLATRON-GS, PLASTIC SHEET CONFORMING TO MILITARY SPECIFICATION MIL-P-15035 OR OTHER SUITABLE MATERIAL TO LIMIT GALVANIC CORROSION.

1. RUBBER D-FENDERS SHALL BE EXTRUDED ETHYLENE PROPYLENE DIMONOMER (EPDM), CONTINUOUS, AND IN THE RUBBER D-FENDERS SHALL BE EXTRUDED ETHYLENE PROPYLENE DIMONOMER (EPDM), CONTINUOUS, AND IN THE EXTRUDED ETHYLENE PROPYLENE DIMONOMER (EPDM), CONTINUOUS, AND IN THE LENGTH AND SIZE INDICATED. FENDER COLOR SHALL BE GRAY TO MATCH THE EXISTING. THE FENDERS SHALL BE SECURED USING AN INTERNAL STAINLESS STEEL BACKING PLATE AND STAINLESS STEEL LAG BOLTS. SEE SPECIFICATION SECTION 35 59 13.16 FOR ADDITIONAL REQUIREMENTS. 1. PVC RUBSTRIPS SHALL BE COMPRISED OF DURABLE MARINE-GRADE FLEXIBLE PVC, ENGINEERED AND PVC RUBSTRIPS SHALL BE COMPRISED OF DURABLE MARINE-GRADE FLEXIBLE PVC, ENGINEERED AND MANUFACTURED TO BE SUITABLE FOR COMMERCIAL BOAT DOCK INSTALLATIONS. SIZE AND LENGTH SHALL BE AS INDICATED, WITH THE INTENT TO MATCH EXISTING. COLOR SHALL BE WHITE. PVC RUBSTRIPS SHALL BE FASTENED WITH STAINLESS STEEL SCREWS. SEE SPECIFICATION SECTION 35 59 13.16 FOR ADDITIONAL REQUIREMENTS.

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CIVIL ENGINEERING

B3 G-901

D3 G-901

A7 G-901

F5 G-901

A1 G-901

D5 G-901

D1 G-901

A5 G-901

B1 G-901

F7 G-901

D7 G-901

F1 G-901

F3 G-901

X# G-901

B5 G-901

B7 G-901

A3 G-901

WORK PLAN

AutoCAD SHX Text ~P

AutoCAD SHX Text

UGT

AutoCAD SHX Text T

AutoCAD SHX Text PIER SYSTEM (RPUID 72649) (SHEET S-001 TO S-004) -REPLACE MISSING/LOOSE TIMBER STRAKES (12 LOCATIONS) -REPLACE MISSING/LOOSE PVC FENDERS (16 LOCATIONS) -REPLACE MISSING/FAILED RUBBER D-FENDER (2 LOCATION) -REPLACE MISSING/LOOSE DIAGONAL TIMBER STRUTS (5 LOCATIONS) -REPLACE HORIZONTAL AND DIAGONAL TIMBER BRACING (1 LOCATION) -REPLACE 45± LF OF TIMBER HANDRAILS

AutoCAD SHX Text FLOATING DOCK - SUMMER FLOAT (RPUID 848539) (SHEET S-004) -REPLACE TIMBER FENDER BLOCKS (2 LOCATIONS) -MODIFY UPPER GUIDE PILE BRACKETS (2 LOCATIONS) -REPLACE TIMBER RANGER SUPPORTING GANGWAY (1 LOCATION)

AutoCAD SHX Text

FLOATING DOCK -WEST (NIC)

AutoCAD SHX Text FLOATING DOCK - EAST FLOAT (RPUID 9379) (SHEET S-006) -REMOVE NORTH GUIDE POST (1 LOCATION)

AutoCAD SHX Text FLOATING DOCK - BOATHOUSE (RPUID 848538) (SHEET S-005) -REPLACE GUIDE POST (2 LOCATIONS)

AutoCAD SHX Text

EXISTING STONE QUAY WALL (RPUID 816511)

AutoCAD SHX Text

EXISTING STORAGE BUILDING

AutoCAD SHX Text

EXISTING FENCE

AutoCAD SHX Text CONTRACTOR LAYDOWN AREA (1,200 SF. SEE NOTE 1). PROVIDE SILT SOCK AROUND LAYDOWN AREA FOR SEDIMENT CONTROL

AutoCAD SHX Text

EXISTING STATION ENTRANCE GATE

AutoCAD SHX Text

EXISTING STATION BUILDING

AutoCAD SHX Text

EXISTING STATION BUILDING

AutoCAD SHX Text

EXISTING STATION BUILDING

AutoCAD SHX Text

PISCATAQUA RIVER

AutoCAD SHX Text

STA PORTSMOUTH HARBOR

AutoCAD SHX Text

APPROXIMATE MLW (EL. -4.6)

AutoCAD SHX Text

APPROXIMATE MHW (EL. 4.0')

AutoCAD SHX Text

BOATHOUSE PIER ENTRANCE TOP OF DECK EL. 9.9'±

AutoCAD SHX Text

APPROX

AutoCAD SHX Text NOTES 1. LAYDOWN AREA IS SHOWN SCHEMATICALLY. CONTRACTOR SHALL COORDINATE THE LAYDOWN AREA IS SHOWN SCHEMATICALLY. CONTRACTOR SHALL COORDINATE THE EXACT LOCATION IN LIMITS OF THE LAYDOWN AREA WITH THE COR AND OIC. 2. CONTRACTOR SHALL COORDINATE STATION ACCESS AND PARKING WITH THE COR CONTRACTOR SHALL COORDINATE STATION ACCESS AND PARKING WITH THE COR AND OIC. SEE SPECIFICATION SECTION 01 14 00 ADDITIONAL REQUIREMENTS. 3. AREA OF LOAD RESTRICTIONS SHOWN HAS INTERMITTENT AREAS OF SUBSIDENCE AREA OF LOAD RESTRICTIONS SHOWN HAS INTERMITTENT AREAS OF SUBSIDENCE AND SINKHOLES THROUGHOUT. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN USING THIS AREA TO ACCESS THE WORK.

AutoCAD SHX Text LEGEND PHOTO IDENTIFIER (ARROW INDICATES DIRECTION TAKEN) CONTRACTOR LAYDOWN AREA LOAD RESTRICTED AREA AREA OF WORK

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

NORTH

SCALE: 1"=20'

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

- P

PIER SYSTEM

G-901

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CIVIL ENGINEERING

AutoCAD SHX Text

OVERALL OF BOATHOUSE, LOOKING SOUTH

AutoCAD SHX Text F1

AutoCAD SHX Text

NTS

AutoCAD SHX Text

OVERALL OF BOATHOUSE, LOOKING WEST

AutoCAD SHX Text F3

AutoCAD SHX Text

NTS

AutoCAD SHX Text

OVERALL OF TYPICAL CRIBBING, LOOKING SOUTH

AutoCAD SHX Text F5

AutoCAD SHX Text

NTS

AutoCAD SHX Text

OVERALL OF TYPICAL CRIBBING, LOOKING WEST

AutoCAD SHX Text F7

AutoCAD SHX Text

NTS

AutoCAD SHX Text

FAILED/MISSING STRUT AT CRIB 1, LOOKING NORTH

AutoCAD SHX Text D1

AutoCAD SHX Text

NTS

AutoCAD SHX Text

FAILED BRACING AT CRIB 1, LOOKING WEST

AutoCAD SHX Text D3

AutoCAD SHX Text

NTS

AutoCAD SHX Text

FAILED GUIDE PILE POST AT FORMER EAST FLOATING DOCK, LOOKING SOUTH

AutoCAD SHX Text D5

AutoCAD SHX Text

NTS

AutoCAD SHX Text

FAILED GUIDE PILE POST AT BOATHOUSE DOCK, LOOKING SOUTHWEST

AutoCAD SHX Text D7

AutoCAD SHX Text

NTS

AutoCAD SHX Text

TYPICAL GUIDE PILE POST CONNECTION BELOW WATER

AutoCAD SHX Text B1

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SEVERELY CORRODED FENDER BLOCK BRACKET, LOOKING NORTH

AutoCAD SHX Text B3

AutoCAD SHX Text

NTS

AutoCAD SHX Text

DISPLACED RANGER, LOOKING SOUTH

AutoCAD SHX Text B5

AutoCAD SHX Text

NTS

AutoCAD SHX Text

DISPLACED RANGER, LOOKING SOUTH

AutoCAD SHX Text B7

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SUMMER FLOAT GUIDE PILE CONNECTION, LOOKING SOUTHEAST

AutoCAD SHX Text A1

AutoCAD SHX Text

NTS

AutoCAD SHX Text

FAILED HANDRAIL, LOOKING SOUTHWEST

AutoCAD SHX Text A3

AutoCAD SHX Text

NTS

AutoCAD SHX Text

FAILED D-FENDER, LOOKING EAST

AutoCAD SHX Text A5

AutoCAD SHX Text

NTS

AutoCAD SHX Text

FAILED/ DETERIORATED TIMBER STRAKE, LOOKING EAST

AutoCAD SHX Text A7

NTS

B Y:

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SHEET ID

1/ 2"

REPAIR PLAN

- P

PIER SYSTEM

S-101

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CIVIL ENGINEERING

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text 72'-0"±

AutoCAD SHX Text 12'-0"±

AutoCAD SHX Text

EXISTING BOATHOUSE PIER STRUCTURE

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SCALE: 1"=5'

AutoCAD SHX Text S-506

AutoCAD SHX Text A1

AutoCAD SHX Text S-503

AutoCAD SHX Text D1/D4

AutoCAD SHX Text S-503

AutoCAD SHX Text A5

AutoCAD SHX Text S-502

AutoCAD SHX Text D1/D4

AutoCAD SHX Text S-502

AutoCAD SHX Text A7

AutoCAD SHX Text S-504

AutoCAD SHX Text D1/D4

AutoCAD SHX Text S-504

AutoCAD SHX Text D7/A7

AutoCAD SHX Text S-505

AutoCAD SHX Text D1/D4

AutoCAD SHX Text S-502

AutoCAD SHX Text A5

AutoCAD SHX Text

APPROX

AutoCAD SHX Text S-501

AutoCAD SHX Text A8

AutoCAD SHX Text S-501

AutoCAD SHX Text D5

AutoCAD SHX Text S-501

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A/ E

SHEET ID

1/ 2"

CRIB 1-2 TYPICAL SECTION

CRIB 3 TYPICAL SECTION

CRIB 4-5 TYPICAL SECTION

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PIER SYSTEM

S-501

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AutoCAD SHX Text

EXISTING HANDRAIL (TYP)

AutoCAD SHX Text EXISTING 4x6 TIMBER CURB (TYP)

AutoCAD SHX Text EXISTING 10x12 TIMBER WALE (TYP)

AutoCAD SHX Text EXISTING 4x10 CROSS BRACING (TYP)

AutoCAD SHX Text EXISTING 10x12 TIMBER CRIBBING (TYP)

AutoCAD SHX Text EXISTING SPLIT 8x12 TIMBER CAP (TYP)

AutoCAD SHX Text EXISTING 4x10 TIMBER HORIZONTAL BRACING

AutoCAD SHX Text EXISTING 3x10 TIMBER STRAKE (TYP)

AutoCAD SHX Text EXISTING 3x10 TIMBER STRINGER (TYP)

AutoCAD SHX Text EXISTING 4x10 TIMBER EDGE STRINGER (TYP)

AutoCAD SHX Text EXISTING 10x12 TIMBER CENTER STRINGER (TYP)

AutoCAD SHX Text EXISTING 3x10 TIMBER DECKING (TYP)

AutoCAD SHX Text

EXISTING 10" HDG STEEL GUIDE POST (TYP)

AutoCAD SHX Text EXISTING 12x12 TIMBER FENDER POST (TYP)

AutoCAD SHX Text

DECK EL. 9.9'

AutoCAD SHX Text

MHW EL. 4.0'

AutoCAD SHX Text

MLW EL. -4.6'

AutoCAD SHX Text EXISTING 4x10 CROSS BRACING (TYP)

AutoCAD SHX Text EXISTING 10x12 TIMBER CRIBBING (TYP)

AutoCAD SHX Text EXISTING 4x10 TIMBER HORIZONTAL BRACING

AutoCAD SHX Text EXISTING 3x10 TIMBER STRAKE (TYP)

AutoCAD SHX Text

EXISTING SPLIT 8X12 TIMBER CAP (TYP)

AutoCAD SHX Text

EXISTING 10X12 TIMBER WALE (TYP)

AutoCAD SHX Text

EXISTING 4X6 TIMBER CURB (TYP)

AutoCAD SHX Text

EXISTING HANDRAIL (TYP)

AutoCAD SHX Text

EXISTING 10X12 TIMBER CENTER STRINGER (TYP)

AutoCAD SHX Text

EXISTING 3X10 TIMBER STRINGER (TYP)

AutoCAD SHX Text

EXISTING 3X10 TIMBER DECKING (TYP)

AutoCAD SHX Text

EXISTING 4X10 TIMBER EDGE STRINGER (TYP)

AutoCAD SHX Text

EXISTING 10" HDG STEEL GUIDE POST (TYP)

AutoCAD SHX Text

DECK EL. 9.9'

AutoCAD SHX Text

MHW EL. 4.0'

AutoCAD SHX Text

MLW EL. -4.6'

AutoCAD SHX Text EXISTING 4x10 CROSS BRACING (TYP)

AutoCAD SHX Text EXISTING 10x12 TIMBER CRIBBING (TYP)

AutoCAD SHX Text EXISTING 4x10 TIMBER HORIZONTAL BRACING

AutoCAD SHX Text

EXISTING SPLIT 8X12 TIMBER CAP (TYP)

AutoCAD SHX Text

EXISTING 10X12 TIMBER STRINGER (TYP)

AutoCAD SHX Text

EXISTING 4X6 TIMBER CURB (TYP)

AutoCAD SHX Text

EXISTING HANDRAIL (TYP)

AutoCAD SHX Text

EXISTING 3X10 TIMBER DECKING (TYP)

AutoCAD SHX Text

EXISTING 4X10 TIMBER EDGE STRINGER (TYP)

AutoCAD SHX Text

EXISTING 10" HDG STEEL GUIDE POST (TYP)

AutoCAD SHX Text

EXISTING 12X12 TIMBER FENDER POST (TYP)

AutoCAD SHX Text

DECK EL. 9.9'

AutoCAD SHX Text

MHW EL. 4.0'

AutoCAD SHX Text

MLW EL. -4.6'

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

AutoCAD SHX Text

SCALE: "=1'-0"38"=1'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

AutoCAD SHX Text

SCALE: "=1'-0"38"=1'-0"

AutoCAD SHX Text D5

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

AutoCAD SHX Text

SCALE: "=1'-0"38"=1'-0"

AutoCAD SHX Text A8

AutoCAD SHX Text

STRUT REPLACEMENT (TYP, 5 LOCATIONS)

AutoCAD SHX Text S-502

AutoCAD SHX Text D1/D4

AutoCAD SHX Text

CRIB 1, BENT 2 BRACING AND STRUT REPLACEMENT (1 LOCATION)

AutoCAD SHX Text S-503

AutoCAD SHX Text D1/D4

AutoCAD SHX Text S-506

AutoCAD SHX Text A1

AutoCAD SHX Text S-502

AutoCAD SHX Text A5

AutoCAD SHX Text S-505

AutoCAD SHX Text D1/D4

AutoCAD SHX Text S-503

AutoCAD SHX Text A5

AutoCAD SHX Text S-502

AutoCAD SHX Text A5

AutoCAD SHX Text S-503

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

CRIB 1-2 STRUT REPAIRS - REMOVALS CRIB 1-2 STRUT REPAIRS - REPLACEMENT

CRIB 1-2 STRUT REPAIRS - CONNECTION DETAIL TYPICAL HANDRAIL REPLACEMENT

- P

#2 R

PIER SYSTEM

S-502

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CIVIL ENGINEERING

TYPICAL D-FENDER REPLACEMENT

HANDRAIL REPLACEMENT

SCHEDULE

LOCATION REPAIR LENGTH AND

MEMBERS

CRIB 2, BENT 1 TO

BENT 2 15 LF: MID-RAIL ONLY

CRIB 4, BENT 1 TO

CRIB 5, BENT 4

10 LF: RAILS, CAP, AND 1

POST

CRIB 5, BENT 1 TO 3 15 LF: RAILS, CAP, AND

3 POSTS

CRIB 5, BENT 1

(END)*

5 LF: RAILS, CAP, AND 2

POSTS

AutoCAD SHX Text

EXISTING HANDRAIL (TYP)

AutoCAD SHX Text EXISTING 4x6 TIMBER CURB (TYP)

AutoCAD SHX Text EXISTING 10x12 TIMBER WALE (TYP)

AutoCAD SHX Text EXISTING 4x10 CROSS BRACING (TYP)

AutoCAD SHX Text EXISTING 10x12 TIMBER CRIBBING (TYP)

AutoCAD SHX Text EXISTING SPLIT 8x12 TIMBER CAP (TYP)

AutoCAD SHX Text EXISTING 4x10 TIMBER HORIZONTAL BRACING

AutoCAD SHX Text EXISTING 3x10 TIMBER STRAKE (TYP)

AutoCAD SHX Text EXISTING 3x10 TIMBER STRINGER (TYP)

AutoCAD SHX Text EXISTING 4x10 TIMBER EDGE STRINGER (TYP)

AutoCAD SHX Text EXISTING 10x12 TIMBER CENTER STRINGER (TYP)

AutoCAD SHX Text EXISTING 3x10 TIMBER DECKING (TYP)

AutoCAD SHX Text

EXISTING 10" HDG STEEL GUIDE POST (TYP)

AutoCAD SHX Text EXISTING 12x12 TIMBER FENDER POST (TYP)

AutoCAD SHX Text

REMOVE EXISTING (2) 6X12 TIMBER STRUT

AutoCAD SHX Text

REMOVE 1" LAG-BOLT(TYP)

AutoCAD SHX Text

REMOVE EXISTING 6X12 BLOCKING, 24" LONG (TYP)

AutoCAD SHX Text

DECK EL. 9.9'

AutoCAD SHX Text

MHW EL. 4.0'

AutoCAD SHX Text

MLW EL. -4.6'

AutoCAD SHX Text REMOVE AND REINSTALL EXISTING 4x10 BRACING AS NECESSARY FOR STRUT REPLACEMENT

AutoCAD SHX Text

EXISTING HANDRAIL (TYP)

AutoCAD SHX Text EXISTING 4x6 TIMBER CURB (TYP)

AutoCAD SHX Text EXISTING 10x12 TIMBER WALE (TYP)

AutoCAD SHX Text EXISTING 4x10 CROSS BRACING (TYP)

AutoCAD SHX Text EXISTING 10x12 TIMBER CRIBBING (TYP)

AutoCAD SHX Text EXISTING SPLIT 8x12 TIMBER CAP (TYP)

AutoCAD SHX Text EXISTING 4x10 TIMBER HORIZONTAL BRACING

AutoCAD SHX Text EXISTING 3x10 TIMBER STRAKE (TYP)

AutoCAD SHX Text EXISTING 3x10 TIMBER STRINGER (TYP)

AutoCAD SHX Text EXISTING 4x10 TIMBER EDGE STRINGER (TYP)

AutoCAD SHX Text EXISTING 10x12 TIMBER CENTER STRINGER (TYP)

AutoCAD SHX Text EXISTING 3x10 TIMBER DECKING (TYP)

AutoCAD SHX Text

EXISTING 10" HDG STEEL GUIDE POST (TYP)

AutoCAD SHX Text EXISTING 12x12 TIMBER FENDER POST (TYP)

AutoCAD SHX Text

REPLACE (2) 6X12 TIMBER STRUT, 12'±LONG

AutoCAD SHX Text

DECK EL. 9.9'

AutoCAD SHX Text

MHW EL. 4.0'

AutoCAD SHX Text

MLW EL. -4.6'

AutoCAD SHX Text

EXISTING 4X10 TIMBER HORIZONTAL BRACING

AutoCAD SHX Text

EXISTING 12X12 TIMBER POST

AutoCAD SHX Text

1" HDGTHRU-BOLT (TYP)

AutoCAD SHX Text

REPLACE EXISTING (2) 6X12 STRUT

AutoCAD SHX Text

1/2"X20"X6"X15"X12" HDG ~P CONNECTION BRACKET

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 6"

AutoCAD SHX Text

1" HDG THRU-BOLTS

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text

REPLACE (2) 6X12 STRUT

AutoCAD SHX Text

1/2"X20"X6"X15"X12" HDG ~P CONNECTION BRACKET

AutoCAD SHX Text

1" HDGTHRU-BOLT (TYP)

AutoCAD SHX Text

EXISTING 12X12 TIMBER POST

AutoCAD SHX Text

EXISTING 4X10 TIMBER HORIZONTAL BRACING

AutoCAD SHX Text 5"

AutoCAD SHX Text 4"

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

EXISTING 3X10 TIMBER DECKING (TYP)

AutoCAD SHX Text

4X6 TIMBER CURB

AutoCAD SHX Text

EXISTING 3X10 TIMBER STRINGER

AutoCAD SHX Text

EXISTING SPLIT 8X12 SPLIT TIMBER CAP

AutoCAD SHX Text

EXISTING 12X12 TIMBER POST

AutoCAD SHX Text 1/2" x 6" HDG LAG-BOLT(TYP, REMOVE AND REPLACE. COUNTERSINK TO MATCH EXISTING)

AutoCAD SHX Text

EXISTING 4X10 TIMBER RANGER

AutoCAD SHX Text REPLACE 4x6 TIMBER HANDRAIL POST (SPACED @ 5' O.C.)

AutoCAD SHX Text REPLACE 2x6 TIMBER CAP

AutoCAD SHX Text REPLACE 2x4 TIMBER RAIL

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text

REMOVE AND REPLACE 4" RUBBER D-FENDER

AutoCAD SHX Text

REMOVE AND REPLACE CONTINUOUS SS MOUNTING

AutoCAD SHX Text

REMOVE AND REPLACE 3/4" X 6"SS LAG-BOLT @ 2' O.C.

AutoCAD SHX Text

EXISTING 12X12 TIMBER FENDER POST

AutoCAD SHX Text

EXISTING TIMBER DECK

AutoCAD SHX Text EXISTING 3x10 TIMBER DECKING

AutoCAD SHX Text EXISTING 4x10 TIMBER EDGE STRINGER

AutoCAD SHX Text EXISTING SPLIT 8x12 TIMBER CAP

AutoCAD SHX Text EXISTING 4x10 TIMBER BRACE

AutoCAD SHX Text EXISTING 10x2 TIMBER WALE

AutoCAD SHX Text EXISTING 12x12 TIMBER POST

AutoCAD SHX Text EXISTING 12x12 TIMBER FENDER POST (BEYOND)

AutoCAD SHX Text

REMOVE AND REPLACE 4" RUBBER D-FENDER

AutoCAD SHX Text

EXISTING DECK AND TOP OF D-FENDER EL. 9.9'

AutoCAD SHX Text

BOTTOM OF D-FENDER EL. -4.1'

AutoCAD SHX Text

MLW EL. -4.6'

AutoCAD SHX Text

REMOVE AND REPLACE 3/4" X 6" SSLAG-BOLT @ 2' O.C.

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text

SCALE: "=1'-0"12"=1'-0"

AutoCAD SHX Text D1

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text

SCALE: "=1'-0"12"=1'-0"

AutoCAD SHX Text D4

AutoCAD SHX Text

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text

SCALE: 1 "=1'-0"12"=1'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text

SCALE: "=1'-0"34"=1'-0"

AutoCAD SHX Text A5

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text

SCALE: "=1'-0"12"=1'-0"

AutoCAD SHX Text A7

AutoCAD SHX Text S-502

AutoCAD SHX Text A1

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

NOTE: SEE HANDRAIL REPLACEMENT SCHEDULE FOR LOCATIONS AND QUANTITIES

*HANDRAIL AT END OF CRIB 5 IS INTEGRAL WITH THE RANGER REPLACEMENT WORK. SEE SHEET S-504.

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

CRIB 1, BENT 2 BRACING REPAIR - REMOVALS CRIB 1, BENT 2 BRACING REPAIRS - REPLACEMENT

CRIB 1, BENT 1 BRACING REPAIR - DETAIL STRAKE AND PVC FENDER REPLACEMENT

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PIER SYSTEM

S-503

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CIVIL ENGINEERING

STRAKE AND PVC FENDER

REPLACEMENT SCHEDULE

STRAKE AND PVC

FENDERS

PVC FENDER ONLY

E2 E1 (SOUTH)

E3 E4 (NORTH)

E5 W2 (NORTH)

E7 W3 (SOUTH)

E8 E11 E18 E21 W4 W5 W7 W21

AutoCAD SHX Text

EXISTING HANDRAIL (TYP)

AutoCAD SHX Text EXISTING 4x6 TIMBER CURB (TYP)

AutoCAD SHX Text EXISTING 10x12 TIMBER WALE (TYP)

AutoCAD SHX Text EXISTING 4x10 CROSS BRACING (TYP)

AutoCAD SHX Text EXISTING 10x12 TIMBER CRIBBING (TYP)

AutoCAD SHX Text EXISTING SPLIT 8x12 TIMBER CAP (TYP)

AutoCAD SHX Text EXISTING 3x10 TIMBER STRAKE (TYP)

AutoCAD SHX Text EXISTING 3x10 TIMBER STRINGER (TYP)

AutoCAD SHX Text EXISTING 4x10 TIMBER EDGE STRINGER (TYP)

AutoCAD SHX Text EXISTING 10x12 TIMBER CENTER STRINGER (TYP)

AutoCAD SHX Text EXISTING 3x10 TIMBER DECKING (TYP)

AutoCAD SHX Text

EXISTING 10" HDG STEEL GUIDE POST (TYP)

AutoCAD SHX Text EXISTING 12x12 TIMBER FENDER POST (TYP)

AutoCAD SHX Text

DECK EL. 9.9'

AutoCAD SHX Text

MHW EL. 4.0'

AutoCAD SHX Text

MLW EL. -4.6'

AutoCAD SHX Text REMOVE EXISTING 4x10 HORIZONTAL TIMBER BRACING (TYP)

AutoCAD SHX Text REMOVE EXISTING 4x10 DIAGONAL TIMBER BRACING (TYP)

AutoCAD SHX Text REMOVE EXISTING (2) 6x12 DIAGONAL TIMBER STRUT (TYP)

AutoCAD SHX Text REMOVE EXISTING 24" LONG 6x12 TIMBER BLOCKING (TYP)

AutoCAD SHX Text

REMOVE EXISTING 1" LAG BOLTS (TYP)

AutoCAD SHX Text

REMOVE EXISTING 1 1/8" THRU-BOLT (TYP)

AutoCAD SHX Text

EXISTING HANDRAIL (TYP)

AutoCAD SHX Text EXISTING 4x6 TIMBER CURB (TYP)

AutoCAD SHX Text EXISTING 10x12 TIMBER WALE (TYP)

AutoCAD SHX Text EXISTING 4x10 CROSS BRACING (TYP)

AutoCAD SHX Text EXISTING 10x12 TIMBER CRIBBING (TYP)

AutoCAD SHX Text EXISTING SPLIT 8x12 TIMBER CAP (TYP)

AutoCAD SHX Text EXISTING 3x10 TIMBER STRAKE (TYP)

AutoCAD SHX Text EXISTING 3x10 TIMBER STRINGER (TYP)

AutoCAD SHX Text EXISTING 4x10 TIMBER EDGE STRINGER (TYP)

AutoCAD SHX Text EXISTING 10x12 TIMBER CENTER STRINGER (TYP)

AutoCAD SHX Text EXISTING 3x10 TIMBER DECKING (TYP)

AutoCAD SHX Text

EXISTING 10" HDG STEEL GUIDE POST (TYP)

AutoCAD SHX Text EXISTING 12x12 TIMBER FENDER POST (TYP)

AutoCAD SHX Text

DECK EL. 9.9'

AutoCAD SHX Text

MHW EL. 4.0'

AutoCAD SHX Text

MLW EL. -4.6'

AutoCAD SHX Text REPLACE 4x10 HORIZONTAL TIMBER BRACING (TYP)

AutoCAD SHX Text REPLACE 4x10 DIAGONAL TIMBER BRACING, 14'±LONG

AutoCAD SHX Text REPLACE (2) 6x12 DIAGONAL TIMBER STRUT (TYP, SEE DETAIL D4, SHEET S-502 (TYP)

AutoCAD SHX Text

PROVIDE STEEL STRUT PLATE ASSEMBLY (TYP, SEE DETAIL A1, SHEET S-502 (TYP)

AutoCAD SHX Text

REPLACE 1 1/8" THRU-BOLT (TYP)

AutoCAD SHX Text PROVIDE 12x12 TIMBER SISTER POST (TYP)

AutoCAD SHX Text

PROVIDE 1" HDGTHRU-BOLT (TYP)

AutoCAD SHX Text 12'-2"±

AutoCAD SHX Text

MLW EL. -4.6'

AutoCAD SHX Text EXISTING 12x12 TIMBER POST

AutoCAD SHX Text EXISTING 10x12 TIMBER CRIBBING

AutoCAD SHX Text REPLACE 4x10 TIMBER DIAGONAL BRACING (TYP)

AutoCAD SHX Text REPLACE 4x10 HORIZONTAL TIMBER BRACING (TYP)

AutoCAD SHX Text

1 1/8" HDGTHRU-BOLT (TYP)

AutoCAD SHX Text

1 HDG THRU-BOLT (TYP)

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 5"

AutoCAD SHX Text 9"

AutoCAD SHX Text REPLACE AND REPLACE EXISTING 3X10 TIMBER STRAKE (SEE REPAIR SCHEDULE FOR LOCATIONS)

AutoCAD SHX Text

REMOVE AND REPLACE EXISTING 3" PVC FENDER (SEE REPAIR SCHEDULE FOR LOCATIONS)

AutoCAD SHX Text

EXISTING HANDRAIL

AutoCAD SHX Text

EXISTING 3X10 TIMBER DECKING (TYP)

AutoCAD SHX Text

EXISTING 4X10 TIMBER STRINGER

AutoCAD SHX Text

EXISTING 10X12 TIMBER WALE (TYP)

AutoCAD SHX Text

REMOVE AND REPLACE 1/2" X 8" HDG LAGBOLTS (TYP)

AutoCAD SHX Text

DECK EL. 9.9'

AutoCAD SHX Text

MHW EL. 4.0'

AutoCAD SHX Text

MLW EL. -4.6'

AutoCAD SHX Text

BOT. OF STRAKE EL. -6.6'

AutoCAD SHX Text

BOT. OF PVC FENDER EL. -3.1'

AutoCAD SHX Text

REMOVE AND REPLACE EXISTING 3X10 TIMBER STRAKE

AutoCAD SHX Text

REMOVE AND REPLACE EXISTING 3" PVC FENDER

AutoCAD SHX Text

1/2" X 8"HDG LAG-BOLTS (TYP)

AutoCAD SHX Text

3" (TYP)

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text

SCALE: "=1'-0"12"=1'-0"

AutoCAD SHX Text D1

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text

SCALE: "=1'-0"12"=1'-0"

AutoCAD SHX Text D4

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text

SCALE: "=1'-0"34"=1'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

AutoCAD SHX Text

SCALE: "=1'-0"38"=1'-0"

AutoCAD SHX Text A5

AutoCAD SHX Text KEY: W1=NORTH MOST STRAKE ON THE WEST SIDE OF THE BOATHOUSE E1=NORTH MOST STRAKE ON THE EAST SIDE OF THE BOATHOUSE NORTH=PVC FENDER ON NORTH SIDE OF STRAKE SOUTH=PVC FENDER ON SOUTH SIDE OF STRAKE

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SECTION

AutoCAD SHX Text S-503

AutoCAD SHX Text A1

AutoCAD SHX Text U.N.O.

SCALE 3"=1'-0"

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

CRIB 5 RANGER REPAIR - REMOVALS CRIB 5 RANGER REPAIR - REPLACEMENT

CRIB 5 FENDER BLOCK REPAIR - REMOVAL

CRIB 5 FENDER BLOCK REPAIR - REPLACEMENT

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CIVIL ENGINEERING

AutoCAD SHX Text EXISTING 4x6 TIMBER CURB (TYP)

AutoCAD SHX Text EXISTING 3x10 INTERIOR TIMBER STRINGER (TYP)

AutoCAD SHX Text EXISTING 10x12 TIMBER BUILDING LINE STRINGER (TYP)

AutoCAD SHX Text EXISTING 12x12 TIMBER FENDER BLOCK (TYP)

AutoCAD SHX Text EXISTING 4x10 TIMBER EDGE STRINGER (TYP)

AutoCAD SHX Text

REMOVE AND SALVAGE EXISTING 1/2" STEEL GUIDE PILE BRACKET (TYP)

AutoCAD SHX Text 5'-3 1/2"

AutoCAD SHX Text 2'-1"

AutoCAD SHX Text 4'-9"

AutoCAD SHX Text REMOVE EXISTING 12x6 GANGWAY MOUNTING BLOCK

AutoCAD SHX Text REMOVE EXISTING 2x6 TIMBER APPROACH RAMP

AutoCAD SHX Text REMOVE EXISTING 4x6 TIMBER CURB WITHIN THE LIMITS OF RANGER REMOVAL (TYP)

AutoCAD SHX Text REMOVE EXISTING 4x10 TIMBER RANGER

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text

REMOVE EXISTING INTERIOR 12X12 TIMBER FENDER BLOCK

AutoCAD SHX Text

REMOVE EXISTING 4" RUBBER D-FENDER

AutoCAD SHX Text E

AutoCAD SHX Text DISCONNECT AND TEMPORARILY RELOCATE EXISTING ELEC SHORE TIE AS NECESSARY TO COMPLETE THE WORK

AutoCAD SHX Text EXISTING 4x6 TIMBER CURB (TYP)

AutoCAD SHX Text EXISTING 3x10 INTERIOR TIMBER STRINGER (TYP)

AutoCAD SHX Text EXISTING 10x12 TIMBER BUILDING LINE STRINGER (TYP)

AutoCAD SHX Text EXISTING 12x12 TIMBER FENDER BLOCK (TYP)

AutoCAD SHX Text EXISTING 4x10 TIMBER EDGE STRINGER (TYP)

AutoCAD SHX Text

REPLACE 12X6 GANGWAY MOUNTING BLOCK

AutoCAD SHX Text

REPLACE 2X6 TIMBER APPROACH RAMP

AutoCAD SHX Text

REPLACE 4X6 TIMBER CURB (TYP)

AutoCAD SHX Text REPLACE EXISTING INTERIOR 12x12 TIMBER FENDER BLOCK (TYP)

AutoCAD SHX Text

REPLACE EXISTING 4X10 TIMBER RANGER

AutoCAD SHX Text 5'-3 1/2"

AutoCAD SHX Text 2'-1"

AutoCAD SHX Text 4'-9"

AutoCAD SHX Text MODIFY STEEL GUIDE PILE BRACKET AS SHOWN AND REINSTALL (TYP, SEE DETAIL A7, THIS SHEET)

AutoCAD SHX Text HDG L6x4x3/8, 9" LONG (TYP)

AutoCAD SHX Text

3/4" HDG THRU-BOLT (TYP)

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text

REPLACE 4" RUBBER D-FENDER (SEE SHEET S-502. DETAIL A7)

AutoCAD SHX Text E

AutoCAD SHX Text

REINSTALL AND RECONNECT EXISTING ELEC SHORE TIE

AutoCAD SHX Text 2'-4"

AutoCAD SHX Text EXISTING SPLIT 8x12 SPLIT TIMBER CAP

AutoCAD SHX Text EXISTING 12x12 TIMBER POST

AutoCAD SHX Text EXISTING 3x10 TIMBER STRINGER

AutoCAD SHX Text EXISTING 3x10 TIMBER DECKING (TYP)

AutoCAD SHX Text

REMOVE EXISTING 2X6 TIMBER APPROACH RAMP

AutoCAD SHX Text

REMOVE EXISTING 12X6 GANGWAY MOUNTING BLOCK

AutoCAD SHX Text

REMOVE EXISTING TIMBER HANDRAIL WITHIN THE LIMITS OF RANGER REMOVAL

AutoCAD SHX Text REMOVE EXISTING 4x6 TIMBER CURB WITHIN THE LIMITS OF RANGER REMOVAL

AutoCAD SHX Text

REMOVE EXISTING 3X10 TIMBER DECKING WITHIN THE LIMITS OF RANGER REMOVAL

AutoCAD SHX Text

REMOVE EXISTING 4X10 TIMBER RANGER

AutoCAD SHX Text 2'-4"

AutoCAD SHX Text EXISTING SPLIT 8x12 SPLIT TIMBER CAP

AutoCAD SHX Text EXISTING 12x12 TIMBER POST

AutoCAD SHX Text EXISTING 3x10 TIMBER STRINGER

AutoCAD SHX Text EXISTING 3x10 TIMBER DECKING (TYP)

AutoCAD SHX Text

REPLACE 2X6 TIMBER APPROACH RAMP

AutoCAD SHX Text

REPLACE 12X6 GANGWAY MOUNTING BLOCK

AutoCAD SHX Text

REPLACE TIMBER HANDRAIL (SEE SHEET A5, S-502 FOR DETAILS)

AutoCAD SHX Text REPLACE 4x6 TIMBER CURB

AutoCAD SHX Text REPLACE REMOVED 3x10 DECKING

AutoCAD SHX Text

REPLACE EXISTING 4X10 TIMBER RANGER

AutoCAD SHX Text HDG L6x4x3/8, 9" LONG

AutoCAD SHX Text 5"

AutoCAD SHX Text

3/4" HDGTHRU-BOLT (TYP)

AutoCAD SHX Text EXISTING 3x10 TIMBER DECKING

AutoCAD SHX Text EXISTING 4x10 TIMBER EDGE STRINGER

AutoCAD SHX Text EXISTING SPLIT 8x12 TIMBER CAP

AutoCAD SHX Text EXISTING 4x10 TIMBER BRACE

AutoCAD SHX Text EXISTING 10x2 TIMBER WALE

AutoCAD SHX Text EXISTING 12x12 TIMBER POST

AutoCAD SHX Text REMOVE EXISTING L6"x12"x24"x3/8" HDG BRACKET (TYP, 2 LOCATIONS)

AutoCAD SHX Text

REMOVE AND SALVAGE EXISTING HDG 1/2" ~P GUIDE PILE BRACKET

AutoCAD SHX Text EXISTING 12x12 TIMBER FENDER POST

AutoCAD SHX Text

EXISTING 4" RUBBER D-FENDER

AutoCAD SHX Text

REMOVE EXISTING 4" INTERIOR RUBBER D-FENDER

AutoCAD SHX Text

REMOVE EXISTING 3/4" HDGTHRU-BOLTS (4 PER BRACKET)

AutoCAD SHX Text

REMOVE EXISTING 1" HDG THRU-BOLT

AutoCAD SHX Text

EXISTING DECK EL. 9.9'

AutoCAD SHX Text REMOVE AND SALVAGE UPPER L9"x9"x4"x1/4" HDG BRACKET

AutoCAD SHX Text

REMOVE AND SALVAGE EXISTING HDG 1" ~P GUIDE PILE COLLAR

AutoCAD SHX Text REMOVE EXISTING 12"x12" INTERIOR TIMBER FENDER BLOCK

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2'-5"

AutoCAD SHX Text

BOTTOM OF FENDER BLOCK EL. -6.6'

AutoCAD SHX Text

BOTTOM OF D-FENDER EL. -3.9'

AutoCAD SHX Text

MLW EL. -4.6'

AutoCAD SHX Text

REMOVE EXISTING 1" HDG THRU-BOLT

AutoCAD SHX Text

BOTTOM OF FENDER BLOCK EL. -6.6'

AutoCAD SHX Text

BOTTOM OF D-FENDER EL. -3.9'

AutoCAD SHX Text

MLW EL. -4.6'

AutoCAD SHX Text

REPLACE 1" HDGTHRU-BOLT

AutoCAD SHX Text EXISTING 3x10 TIMBER DECKING

AutoCAD SHX Text EXISTING 4x10 TIMBER EDGE STRINGER

AutoCAD SHX Text EXISTING SPLIT 8x12 TIMBER CAP

AutoCAD SHX Text EXISTING 4x10 TIMBER BRACE

AutoCAD SHX Text EXISTING 10x2 TIMBER WALE

AutoCAD SHX Text EXISTING 12x12 TIMBER POST

AutoCAD SHX Text EXISTING 12x12 TIMBER FENDER POST

AutoCAD SHX Text

EXISTING 4" RUBBER D-FENDER

AutoCAD SHX Text

EXISTING DECK EL. 9.9'

AutoCAD SHX Text REPLACE L6"x12"x24"x3/8" HDG BRACKET (TYP, 2 LOCATIONS, SEE NOTE)

AutoCAD SHX Text

MODIFY EXISTING HDG 1/2" ~P GUIDE PILE BRACKET AS SHOWN AND REINSTALL

AutoCAD SHX Text REPLACE 12"x12" INTERIOR TIMBER FENDER BLOCK

AutoCAD SHX Text REPLACE 4" RUBBER D-FENDER (EAST SIDE ONLY AT CRIB 5. SEE SHEET S-502. DETAIL A7)

AutoCAD SHX Text

REPLACE 3/4" HDG THRU-BOLTS(4 PER BRACKET)

AutoCAD SHX Text

REPLACE 1" HDGTHRU-BOLT

AutoCAD SHX Text REINSTALL UPPER 9"x9"x4"x1/4" HDG BRACKET (EAST SIDE ONLY)

AutoCAD SHX Text

REINSTALL HDG 1" ~P GUIDE PILE COLLAR

AutoCAD SHX Text 2'-5"

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text

SCALE: "=1'-0"12"=1'-0"

AutoCAD SHX Text D1

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text

SCALE: "=1'-0"12"=1'-0"

AutoCAD SHX Text D4

AutoCAD SHX Text

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text

SCALE: 1"=1'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text

SCALE: 1"=1'-0"

AutoCAD SHX Text A4

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text

SCALE: "=1'-0"12"=1'-0"

AutoCAD SHX Text D7

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text

SCALE: "=1'-0"12"=1'-0"

AutoCAD SHX Text A7

AutoCAD SHX Text S-504

AutoCAD SHX Text A1

AutoCAD SHX Text S-504

AutoCAD SHX Text A4

AutoCAD SHX Text S-504

AutoCAD SHX Text A7

AutoCAD SHX Text S-504

AutoCAD SHX Text D7

AutoCAD SHX Text S-506

AutoCAD SHX Text A5

AutoCAD SHX Text

NOTE: GANGWAY NOT SHOWN. REMOVE AND REINSTALL AS NECESSARY TO COMPLETE THE WORK.

BRACKETS ON EAST SIDE SHOWN. WEST SIDE SIMILAR, BUT ORIENTATION IS ROTATED TO FOR FIT-UP WITH EXISTING WALE.

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

CRIB…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 5, 2025.