22R0005 EAR063-Amend 3.pdf

PDF 4 MB Posted Nov 30, 2021

Attached to: EAR063 Repair Fuel Pier-Long Term, Eareckson Air Station, Shemya, Alaska
Solicitation number: W911KB22R0005
Issued by: Department of the Army Corps of Engineers Engineering District Alaska

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Written by GovTribe AI · Dec 27, 2023

This federal contract opportunity announcement solicits proposals for a design-build project to repair the fuel pier at Eareckson Air Station on Shemya Island, Alaska. The repairs aim to provide a long-term solution with a 50-year design life and include replacing and refurbishing the existing fuel pier as well as armoring the adjacent western shoreline. The cost limitation for contract award is approximately $131 million and proposals are due by November 10, 2021. Award is expected in early 2022 following a two-phase selection process evaluating both price and non-price factors. The work requires compliance with marine mammal observation protocols and possible unexploded ordnance clearing. The Department of the Army Corps of Engineers Engineering District Alaska will administer the contract.

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22R0005 EAR063-Amend 4.pdf	PDF	Dec 6, 2021
22R0005 EAR063-Amend 2.pdf	PDF	Nov 24, 2021

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EAR063

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

PROJECT TITLE/LOCATION: EAR063, REPAIR FUEL PIER-LONG TERM, EARECKSON AIR STATION, SHEMYA ISLAND, ALASKA

a. This amendment provides changes to the solicitation as indicated on the continuation pages of this document

b. PROPOSAL DUE DATE HAS NOT BEEN EXTENDED. Proposals shall be submitted in accordance w ith Section 00 21 00, Para 1.9, Proposal Submittals.

c. YOU ARE REQUIRED TO ACKNOWLEDGE RECEIPT OF THIS AMENDMENT ON THE REVERSE SIDE OF THIS STANDARD FOR 1442.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 30-Nov-2021

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911KB22R0005

X 9B. DATED (SEE ITEM 11)

10-Nov-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

30-Nov-2021

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

a. The following drawings are substituted for the superseded documents/sections:

NONE

b. The following revised documents/sections are substituted for the superseded documents/sections. The identifier “AM#03” appears before and after new and/or revised materials, except as noted below.

REQUEST FOR PROPOSAL TABLE OF CONTENTS

− Added Attachment 8 Short Term Fuel Pier Repairs Final As-Builts

(Reissuing Table of Contents)

SECTION 00 22 20 PHASE 2 DESIGN-BUILD SELECTION PROCEDURES AND BASIS OF

AWARD

− Revised paragraph 5.1 to include “SCR-DB051”

(Reissuing page 4 of the section)

NOTE: Revisions within the following documents do not contain the above referenced identifiers:

c. The following sections are deleted:

d. The following documents are added:

Short Term Fuel Pier Repairs Final As-Builts

e. The following revisions are incorporated:

f. Other:

(End of Summary of Changes)

ALL OTHER TERMS AND CONDITIONS SHALL REMAIN THE SAME.

REQUEST FOR PROPOSAL

TABLE OF CONTENTS

DIVISION 00 – CONTRACTING REQUIREMENTS

SF 1442

00 11 01 PROPOSAL SCHEDULE

00 21 00 INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS

00 22 10 PHASE 1 OF 2 PHASE DESIGN-BUILD SELECTION PROCEDURES

00 22 20 PHASE 2 DESIGN-BUILD SELECTION PROCEDURES AND BASIS OF

AWARD

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 73 00.00 29 SPECIAL CONTRACT REQUIREMENTS

00 73 46 WAGE RATES

GENERAL REQUIREMENTS AND TECHNICAL PROVISIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 10 00 SYNOPSIS OF WORK

ATTACHMENT/S

ATTACHMENT 1 – BASE SUPPORT LETTER

ATTACHMENT 2 – MEC PROBABILITY ASSESSMENT

ATTACHMENT 3 – DRAFT 15% CONCEPTUAL DRAWINGS DATED 30 SEPT 2021

ATTACHMENT 4 – AS-BUILTS DATED MARCH 10, 2016 CORRISION PROTECTION

DRAWINGS

ATTACHMENT 5 – AS BUILTS IDENTIFIED 11/17

ATTACHMENT 6 – AS BUILTS DATED 11/28/2017

ATTACHMENT 7 – LAND USE CONTROL MANAGEMENT PLAN

ATTACHMENT 8 – SHORT TERM FUEL PIER REPAIRS FINAL AS-BUILTS AM#03 AM#03

Section 00 22 20 W911KB22R0005

EAR063

Section 00 22 20 Page 4

Government will not be performing a detailed engineering analysis or design review at the proposal stage.

The intent during the proposal submission and review process is not to require detailed design effort or to perform a detailed design engineering review but to focus on the proposed quality levels of materials and systems If the

Government evaluators have actual knowledge or strong suspicion that a proposed product or solution is inappropriately sized, being used in the wrong application or otherwise does not meet the contract requirements, the

Government will inform the proposer in the event that discussions are conducted with the firm. But the Government is not asking for design analyses in the proposal and is not obligated to perform an engineering design review at this stage. After award, in the event of conflict between the contractor’s accepted proposal and the requirements in the final amended RFP, the order of precedence is indicated in SECTION 00 73 00.00 29 paragraph 1.4.4 SCR-DB040

“Design-Build Contract - Order of Precedence”. The Offeror shall identify what it considers to be Betterments in its proposal for Factor 1 (See Section 00 73 00.00 29, SCR-DB051 “Proposed Betterments”). Betterments included in the technical submission must also be included in the base price under Factor 2. Do not describe in the narratives or show in the drawings any betterments that are not included in the base price. The final design must comply with the RFP requirements except that accepted betterments become the new contract minimum requirements. Note that the Government will not evaluate any material that exceeds the page limits, where indicated below.

5.2. VOLUME 1 - TAB A –FACTOR 1 – PIER AND WESTERN SHORE REPAIR FUNCTIONAL

5.2.1. Submission Requirements:

5.2.1.1. Presentation Drawings: Limit presentation drawings to no more than fifteen (15) drawings to include the following:

(a) Pier elevation(s) clearly noting proposed materials and critical elevations; a minimum of one (1) view showing each exposed pier face.

(b) Site plan showing all elements of the proposed work pier repairs, western shore repairs, new transformer and repairs in the eroded fuel line area.

(c) At least one pier cross-section with elevations and dimensions for each typical condition demonstrating existing pier and new features including concrete deck, mooring devices, utilities, crossties, vertical steel pile structure, king pile bottom, proposed concrete backfill, mudline and toe erosion armor.

NOTE: The Government will use this information to evaluate functional considerations. The

Government may also use this information in conjunction with the submission information under the factor: QUALITY OF PIER SYSTEMS AND MATERIALS below, to evaluate quality of construction.

(d) Plan of existing pier demolition.

(e) Typical section of existing pier demolition.

(f) Plan of pier repairs

(g) Plan of western shore repairs.

AM#03

PROJECT

LOCATION

SHEMYA ISLAND

VALDEZ

SEWARD

ALASKA

USA

CANADA

FAIRBANKS

ANCHORAGE

JUNEAU

KODIAK

NOME

KOTZEBUE

BARROW

BETHEL

VICINITY

ADAK

ATTU

ST PAUL

U.S. ARMY CORPS OF ENGINEERS - ALASKA DISTRICT

SHORT TERM FUEL PIER REPAIRS

EARECKSON AIR STATION

SHEMYA ISLAND, ALASKA

NOVEMBER 2021

BRICE ENGINEERING LLC AS-BUILT

SHEMYA

ISLAND

SHEET INDEX

SHEET

NO.

DRAWING

NO. TITLE

1 G-001 TITLE SHEET, VICINITY MAPS AND SHEET INDEX

2 G-002 GENERAL NOTES

3 V-101 OVERALL EXISTING CONDITIONS AND DEMOLITION

4 V-401 EXISTING CONDITIONS AT SOUTHWEST REPAIR

5 S-101 WORK PLAN

6 S-102 SOUTHEAST REPAIR PLAN, ELEVATION, SECTIONS

AND DETAILS

7 S-103 SOUTHEAST REPAIR DETAILS

8 S-104 NORTHEAST REPAIR PLAN, ELEVATION, SECTIONS

AND DETAILS

9 S-105 NORTHWEST REPAIR PLAN: CONCEPT NO.2

ELEVATION, SECTIONS AND DETAILS

10 S-106 CELL NO.1 REPAIR PLAN

UNALASKA/

DUTCH

HARBOR

LOCATION MAP

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EARECKSON

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NORTH

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BEAUFORT SEA

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CHUKCHI SEA

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BRISTOL BAY

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BEARING SEA

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GULF OF ALASKA

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SCALE IN MILES

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PJD

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JOINT BASE ELMENDORF-RICHARDSON AFB, ALASKA

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EAR062

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SHEMYA, ALASKA

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EARECKSON AIR STATION

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PJD

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JOINT BASE ELMENDORF-RICHARDSON AFB, ALASKA

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EAR062

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SHEMYA, ALASKA

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EARECKSON AIR STATION

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MDS

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LAH

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GENERAL:

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DESIGN INTENT:

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SURVEY CONTROL NOTES:

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1. THE DRAWINGS AND SPECIFICATIONS FORM A PART OF THE CONTRACT THE DRAWINGS AND SPECIFICATIONS FORM A PART OF THE CONTRACT DOCUMENTS. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. IN THE EVENT OF A CONFLICT BETWEEN THE SPECIFICATIONS AND THE DRAWINGS, CONTACT THE CONTRACTING OFFICER. A COPY OF THE DRAWINGS AND SPECIFICATIONS MUST BE KEPT ONSITE AT ALL TIMES DURING THE PROJECT. 2. COORDINATE ALL WORK WITH AIR STATION OPERATIONS ON A DAILY BASIS. THE COORDINATE ALL WORK WITH AIR STATION OPERATIONS ON A DAILY BASIS. THE CONSTRUCTION WORK MUST NOT INTERFERE WITH ONGOING OPERATIONS. SCHEDULE AND COORDINATE ALL WORK, INCLUDING ALLOWABLE WORK WINDOWS, WITH THE CONTRACTING OFFICER. MAINTAIN THE WORK SITE TO THE SATISFACTION OF THE CONTRACTING OFFICER. 3. COORDINATE MATERIAL STORAGE AND LAYDOWN AREAS WITH CONTRACTING COORDINATE MATERIAL STORAGE AND LAYDOWN AREAS WITH CONTRACTING OFFICER. 4. DURING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE DURING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY. DETERMINE CONSTRUCTION PROCEDURES AND SEQUENCE TO ENSURE THE SAFETY OF THE FACILITIES AND THEIR COMPONENTS DURING ALL PHASES OF CONSTRUCTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. SUCH MATERIAL REMAINS THE PROPERTY OF THE OWNER. ALL STAGING AREAS MUST BE COORDINATED WITH THE CONTRACTING OFFICER BEFORE STARTING WORK. RESTORE TEMPORARY CONSTRUCTION STAGING/STORAGE AREA TO ORIGINAL OR BETTER CONDITION UPON COMPLETION OF THE PROJECT. COORDINATE STORAGE LOCATION WITH OWNER. 5. REPAIR MATERIALS THAT ARE BROUGHT TO THE SITE, BUT NOT USED, ARE TO REPAIR MATERIALS THAT ARE BROUGHT TO THE SITE, BUT NOT USED, ARE TO REMAIN THE PROPERTY OF THE OWNER. COORDINATE STORAGE LOCATION WITH THE OWNER. 6. DIMENSIONS AND DETAILS OF THE EXISTING CONSTRUCTION ARE FROM LIMITED DIMENSIONS AND DETAILS OF THE EXISTING CONSTRUCTION ARE FROM LIMITED ARCHIVE DRAWINGS FURNISHED BY THE GOVERNMENT. CHECK AND VERIFY ALL DIMENSIONS AND DETAILS. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. 7. WHERE REMOVAL OF EXISTING SITE FEATURES THAT ARE TO REMAIN IS WHERE REMOVAL OF EXISTING SITE FEATURES THAT ARE TO REMAIN IS NECESSARY TO FACILITATE INSTALLATION OF NEW WORK FOR THIS PROJECT, REPLACE THE EXISTING SITE FEATURES AT NO ADDITIONAL COST TO THE GOVERNMENT. 8. EXISTING CONDITIONS ARE INTENDED TO PROVIDE GENERAL OVERVIEW OF EXISTING CONDITIONS ARE INTENDED TO PROVIDE GENERAL OVERVIEW OF STRUCTURES BUT DO NOT INCLUDE ALL APPURTENANCES AND CONDITIONS. 9. THE LIMITS OF CONSTRUCTION DEPICTED IN THESE DRAWINGS ARE THE LIMITS OF CONSTRUCTION DEPICTED IN THESE DRAWINGS ARE APPROXIMATE. IN COORDINATION WITH THE CONTRACTING OFFICER, THESE LIMITS MAY BE MODIFIED TO IMPROVE THE EFFICIENCY OF THE CONSTRUCTION PROJECT. 10. METHODS OF DEMOLITION, CONSTRUCTION, AND ERECTION ARE THE METHODS OF DEMOLITION, CONSTRUCTION, AND ERECTION ARE THE CONTRACTOR'S RESPONSIBILITY UNLESS OTHERWISE SPECIFIED AND MUST BE TO THE SATISFACTION OF THE CONTRACTING OFFICER. 11. SCHEDULE AND COORDINATE ALL WORK, INCLUDING ALLOWABLE WORK WINDOWS, SCHEDULE AND COORDINATE ALL WORK, INCLUDING ALLOWABLE WORK WINDOWS, WITH THE CONTRACTING OFFICER, AND MAINTAIN THE WORK SITE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

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1. MAINTAIN ADEQUATE SURVEY CONTROL AT ALL TIMES TO ESTABLISH AND MAINTAIN MAINTAIN ADEQUATE SURVEY CONTROL AT ALL TIMES TO ESTABLISH AND MAINTAIN ALL LINES AND ELEVATIONS. 2. HORIZONTAL DATUM: WGS84 (G1762). COORDINATE SYSTEM: UNIVERSAL HORIZONTAL DATUM: WGS84 (G1762). COORDINATE SYSTEM: UNIVERSAL TRANSVERSE MERCATOR (UTM), ZONE 60N. 3. ELEVATIONS ARE IN FEET BASED ON MEAN LOWER LOW WATER (MLLW) PROJECT ELEVATIONS ARE IN FEET BASED ON MEAN LOWER LOW WATER (MLLW) PROJECT DATUM. 4. TOPOGRAPHIC SURVEY PERFORMED BY BRICE LAND SURVEYORS IN AUGUST 2020. TOPOGRAPHIC SURVEY PERFORMED BY BRICE LAND SURVEYORS IN AUGUST 2020. FEATURES SHOWN CAN ONLY BE CONSIDERED INDICATIVE OF CONDITIONS EXISTING AT THAT TIME. 5. HYDROGRAPHIC SURVEY PERFORMED BY ASSOCIATED UNDERWATER SERVICES (AUS) HYDROGRAPHIC SURVEY PERFORMED BY ASSOCIATED UNDERWATER SERVICES (AUS) IN AUGUST 2020 USING VARIOUS SURVEY METHODS. FEATURES SHOWN CAN ONLY BE CONSIDERED INDICATIVE OF CONDITIONS EXISTING AT THAT TIME.

AutoCAD SHX Text TO PROVIDE CLOSURE OF THE NORTHEAST AND SOUTHEAST OPENINGS AS A RESULT OF THE HP SHEET-PILE WALL FAILURE ALONG THE EASTERN SIDE OF THE FUEL PIER. THE CLOSURES ARE INTENDED TO CONNECT THE OUTER HP SHEET-PILE WALL WITH THE FUEL PIER AND REDUCE THE RISK OF WAVE INDUCED DAMAGE. THE AIM IS TO DEVELOP THE ENTIRE HEIGHT OF EACH CLOSURE WALL FROM THE MUDLINE TO THE FUEL PIER DECK. ACKNOWLEDGING THE FIXED QUANTITIES OF REPAIR MATERIALS FOR THE PROJECT, AT A MINIMUM, DEVELOP HEIGHT OF CLOSURE WALLS TO AN ELEVATION OF +10 FT MLLW.

AutoCAD SHX Text THE STRUCTURE HAS BEEN DESIGNED AND ANALYZED FOR THE FOLLOWING LOADS: LIVE LOAD VERTICAL LIVE LOADING IS ONLY APPLICABLE FOR THE VOID FILLING WITHIN THE PIER ACCESS DRIVE. THE VOID FILLING IS INTENDED TO RESTORE ORIGINAL STRENGTH AND SUPPORT VERTICAL LOADS PRIOR TO THE STORM DAMAGE. THIS INCLUDES VEHICLES AND CRANES THAT ACCESS AND USE THE PIER. 1. VEHICLE AND EQUIPMENT: HS20-44 VEHICLE AND EQUIPMENT: HS20-44 2. UNIFORM: 400-600 PSF UNIFORM: 400-600 PSF 3. MOBILE CRANE: 90 TON MOBILE CRANE: 90 TON WAVE FORCES 1. 10 TO 20 YEAR RECURRENCE INTERVAL (APPROXIMATE) 10 TO 20 YEAR RECURRENCE INTERVAL (APPROXIMATE) F = 45 TO 56 KLF (APPROXIMATE)

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1. AMERICAN CONCRETE INSTITUTE (ACI) SPECIFICATIONS FOR STRUCTURAL CONCRETE, AMERICAN CONCRETE INSTITUTE (ACI) SPECIFICATIONS FOR STRUCTURAL CONCRETE, 2016 (ACI 301-16) 2. AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE REQUIREMENTS FOR AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2014 (ACI 318-14) 3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL OF STEEL AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL OF STEEL CONSTRUCTION, 14TH EDITION, 2011 (AISC-11) 4. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) MINIMUM DESIGN LOADS FOR AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES, 2016 (ASCE 7-16) 5. DEPARTMENT OF DEFENSE UNIFIED FACILITIES CRITERIA (UFC) DESIGN: PIERS AND DEPARTMENT OF DEFENSE UNIFIED FACILITIES CRITERIA (UFC) DESIGN: PIERS AND WHARVES, 2017 (UFC 4-152-01)

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1. THE EXACT SIZE & LOCATION OF ALL EXISTING UTILITIES IMPACTED BY THE WORK THE EXACT SIZE & LOCATION OF ALL EXISTING UTILITIES IMPACTED BY THE WORK MUST BE FIELD VERIFIED PRIOR TO START OF CONSTRUCTION. 2. TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES AND MAINTAIN TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES AND MAINTAIN UNINTERRUPTED SERVICE. ANY DAMAGE INCURRED MUST BE REPAIRED IMMEDIATELY TO THE SATISFACTION OF THE CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE. NOTIFY THE CONTRACTING OFFICER A MINIMUM OF 5 DAYS IN ADVANCE OF ANY OUTAGES.

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REFERENCES & STANDARDS:

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DESIGN CRITERIA:

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UTILITY NOTES:

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TIDAL DATUM:

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DECK EL +23'±

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MLLW 0.00'

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MUDLINE -39'± (MAX)

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MHHW 3.40'

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BEDROCK VARIES

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1. ALL DECK ELEMENTS THAT MAY PRESENT TRIPPING HAZARDS MUST BE PAINTED ALL DECK ELEMENTS THAT MAY PRESENT TRIPPING HAZARDS MUST BE PAINTED SAFETY YELLOW. THESE ITEMS INCLUDE HP ANCHOR BEAMS, TIEBACK RODS, HP STRUTS, AND OTHER SURFACE MATERIALS.

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CONSTRUCTION MATERIALS:

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1. CELL NO. ONE REPAIR A. SELECT WORK WEATHER WINDOW TO MINIMIZE WAVE/HYDROSTATIC LOADS AS MUCH SELECT WORK WEATHER WINDOW TO MINIMIZE WAVE/HYDROSTATIC LOADS AS MUCH AS PRACTICABLE B. RELEASE TEMPORARY REPAIR CABLES AS REQUIRED TO INSTALL STRENGTHENING RELEASE TEMPORARY REPAIR CABLES AS REQUIRED TO INSTALL STRENGTHENING ELEMENTS C. TEMPORARILY PLACE STEEL TIEBACK SYSTEM UNIT (INCLUDING HP 14 X 117 TEMPORARILY PLACE STEEL TIEBACK SYSTEM UNIT (INCLUDING HP 14 X 117 STRUTS AND WALER) AND MARK LOCATIONS FOR ANCHOR HOLES. INTENT IS TO INSTALL STEEL WALE AS CLOSE TO FIRM BEARING AGAINST THE HP SHEET-PILE WALL AS PRACTICABLE WITHOUT CONTACT THAT WOULD RESULT IN MOVEMENT OF THE ASSEMBLY DURING INSTALLATION. A 1-2 INCH GAP IS ANTICIPATED. D. REMOVE STEEL TIEBACK SYSTEM UNIT AND INSTALL ANCHOR RODS REMOVE STEEL TIEBACK SYSTEM UNIT AND INSTALL ANCHOR RODS E. SECURE STEEL TIEBACK SYSTEM UNIT IN PLACE, FULLY TORQUE NUTS SECURE STEEL TIEBACK SYSTEM UNIT IN PLACE, FULLY TORQUE NUTS F. INSTALL NON-COMPRESSIBLE STAY IN PLACE SHIMS TO ENGAGE HP 14 X 117 INSTALL NON-COMPRESSIBLE STAY IN PLACE SHIMS TO ENGAGE HP 14 X 117 WALER, HP SHEET-PILE WALL, AND CONCRETE DECK G. INSTALL COMPOSITE WOOD SHIMS BETWEEN EXISTING CONCRETE DECK AND HP INSTALL COMPOSITE WOOD SHIMS BETWEEN EXISTING CONCRETE DECK AND HP SHEET-PILE WALL 2. NORTHEAST AND SOUTHEAST CLOSURE REPAIR NORTHEAST AND SOUTHEAST CLOSURE REPAIR A. INSTALL THE ABOVE-DECK HP SHEET-PILE WALL TIE BACK SYSTEMS AT THE CLOSURE INSTALL THE ABOVE-DECK HP SHEET-PILE WALL TIE BACK SYSTEMS AT THE CLOSURE B. START WORK AT THE SEABED, PROGRESSIVELY BUILDING THE STEEL CLOSURE START WORK AT THE SEABED, PROGRESSIVELY BUILDING THE STEEL CLOSURE PLATES IN 8 FT TO 10 FT VERTICAL INCREMENTS. C. PLACE TEMPORARY CONTAINMENT/FORMWORK TO CONTROL PLACEMENT OF PLACE TEMPORARY CONTAINMENT/FORMWORK TO CONTROL PLACEMENT OF CONCRETE D. PROVIDE A MINIMUM OF 18 HRS BETWEEN EACH CONCRETE PLACEMENT OF 4-6 PROVIDE A MINIMUM OF 18 HRS BETWEEN EACH CONCRETE PLACEMENT OF 4-6 FEET TO ALLOW THE CONCRETE TO OBTAIN AN INITIAL SET TO PREVENT EXCESSIVE FORCES ON THE CONTAINMENT. THE DURATION DELAY BETWEEN PLACEMENTS MAY BE ADJUSTED BY DIRECTION OF THE ENGINEER AFTER INITIAL PLACEMENTS AND MORE INFORMATION ON THE CONCRETE PERFORMANCE AND TIME TO REACH INITIAL SET IS OBTAINED ONSITE. E. CONTAINMENT/FORMWORK IS TO REMAIN IN PLACE CONTAINMENT/FORMWORK IS TO REMAIN IN PLACE

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ANTICIPATED CONSTRUCTION SEQUENCE:

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DEMOLITION NOTES:

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1. PROVIDE CONTROL MEASURES AS REQUIRED BY ENVIRONMENTAL REGULATIONS AND PROVIDE CONTROL MEASURES AS REQUIRED BY ENVIRONMENTAL REGULATIONS AND AS REQUIRED TO PREVENT DEBRIS FROM ENTERING THE WATER. UNDERWATER INSPECTIONS MAY BE CONDUCTED BY THE CONTRACTING OFFICER TO ENSURE THE CONTRACTOR HAS REMOVED ALL DEMOLITION AND CONSTRUCTION DEBRIS FROM THE WATER. 2. PREVENT THE SPREAD OF DUST AND DEBRIS AND AVOID THE CREATION OF A 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. 3. ALL MATERIAL REMOVED AND NOT REUSED ARE TO REMAIN THE PROPERTY OF ALL MATERIAL REMOVED AND NOT REUSED ARE TO REMAIN THE PROPERTY OF THE OWNER. COORDINATE STORAGE LOCATION WITH OWNER. REMOVED MATERIAL MUST BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL AND FEDERAL LAWS. 4. PROTECT EXISTING UTILITIES AND WORK WHICH ARE TO REMAIN IN PLACE, BE PROTECT EXISTING UTILITIES AND WORK WHICH ARE TO REMAIN IN PLACE, BE REUSED, OR REMAIN THE PROPERTY OF THE GOVERNMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF EXISTING DEBRIS ON THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF EXISTING DEBRIS ON THE SEA FLOOR THAT INTERFERES WITH REPAIRS.

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SECTION INDICATOR

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DETAIL INDICATOR

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%%UELEVATION, SECTION OR DETAIL SYMBOLS:

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DETAIL IS REFERENCED

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DETAIL

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SECTION OR ELEVATION

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SHEET NUMBER WHERE

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DETAIL LETTER OR NUMBER

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SECTION OR ELEVATION

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OF CUTTING PLANE

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INDICATES DIRECTION

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LETTER OR NUMBER

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SHEET NUMBER WHERE SECTION OR ELEVATION IS REFERENCED

AutoCAD SHX Text INDICATES SECTION OR ELEVATION REFERENCED IS LOCATED ON SAME SHEET WHERE CALLED OUT

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INDICATES DETAIL REFERENCED IS LOCATED ON SAME SHEET WHERE CALLED OUT

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LIST OF ABBREVIATIONS

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APPROX.

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= APPROXIMATE

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= APPROXIMATE

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BOT

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= BOTTOM

= CENTERLINE

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CLR

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= CLEAR

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CONC

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= CONCRETE

= DIAMETER

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DBL

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= DOUBLE

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= ELEVATION

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= EXISTING

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= FEET/FOOT

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= STEEL SECTION SHAPE

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= POUND

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= LINEAR FOOT

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MAX.

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= MAXIMUM

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MIN.

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= MINIMUM

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MLLW

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= MEAN LOWER LOW WATER

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= ON-CENTER

= PLATE

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REQ'D.

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= REQUIRED

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SYM

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= SYMMETRICAL

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= THICK

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TOC

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= TOP-OF-CONCRETE

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TOD

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= TOP-OF-DECK

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TYP.

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= TYPICAL

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= WEIGHT

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CELL NO. 5 CELL NO. 4 CELL NO. 3 CELL NO. 2 CELL NO. 1

OVERALL EXISTING CONDITIONS

EXISTING CONDITIONS AND DEMOLITION EXISTING CONDITIONS AND DEMOLITION

EXISTING CONDITIONS AND DEMOLITION2

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AT NW REPAIRAT SE REPAIR

AT NE REPAIR

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DRAWN BY:

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CHECKED BY:

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SCALE:

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AS SHOWN

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PJD

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JOINT BASE ELMENDORF-RICHARDSON AFB, ALASKA

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EAR062

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SHEMYA, ALASKA

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EARECKSON AIR STATION

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MDS

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LAH

AutoCAD SHX Text EDGE OF FAILED HP SHEET PILE WALL, SHOWN APPROX.; EDGE IS BENT PARALLEL TO MUDLINE

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ABANDONED FENDER SYSTEM BELOW CONCRETE SLAB

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12 TON DOLOS ARMOR UNITS

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PZ SHEET-PILE WALL

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LUMINAIRE SUPPORTED ON TIMBER POLE, TYP.

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HP SHEET PILE WALL CUT OFF AT MUDLINE SURFACE

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STEEL BULLRAIL

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EDGE OF CONCRETE DECK

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ABANDONED FENDER SYSTEM BELOW CONCRETE DECK

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HP SHEET-PILE WALL

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BOLLARD

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CLOSED CELL SHEET-PILE WALL

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BULKHEAD TIE BACK

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TIMBER BULLRAIL

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EDGE OF SHEET-PILE CELL CLOSURE WALL

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EDGE OF CLOSED CELL SHEET-PILE

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PZ40 SHEET-PILE WALL

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HP SHEET-PILE WALL

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LUMINAIRE SUPPORTED ON TIMBER POLE

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EDGE OF CONCRETE DECK

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EDGE OF CONCRETE DECK

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HP SHEET PILE WALL

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EDGE OF FAILED HP SHEET-PILE WALL

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STEEL BULLRAIL

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CONCRETE DECK

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ABANDONED FENDER SYSTEM BELOW CONCRETE DECK

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BOLLARD

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REMOVE STEEL BERTHING OBSTRUCTION (DOES NOT EXIST)

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CONCRETE DECK

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REMOVE PORTION OF STEEL BULLRAIL AS REQ'D. TO INSTALL TIE BACK SYSTEM

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PLAN

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NORTH

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SCALE: 1"=20'-0"

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PLAN

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NORTH

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SCALE: 1"=5'-0"

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PLAN

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NORTH

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SCALE: 1"=5'-0"

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PLAN

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NORTH

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SCALE: 1"=5'-0"

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LADDER

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LADDER

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CONCRETE DECK

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STEEL TUBE WALER

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CONCRETE SHELF AT MUDLINE SURFACE

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CONCRETE SHELF AT MUDLINE SURFACE

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BOLLARD, TYP.

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REMOVE (E) TIMBER BULLRAIL AS REQ'D. TO INSTALL TIE BACK SYSTEM

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REMOVE END OF (E) STEEL BULLRAIL AS REQ'D. TO INSTALL CLOSURE PLATES

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REMOVE (E) STEEL BULLRAIL AS REQ'D. TO INSTALL TIE BACK SYSTEM

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CONCRETE DECK

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REMOVE STEEL OBSTRUCTIONS AS REQ'D. TO INSTALL CLOSURE PLATE

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CLOSED CELL SHEET-PILE WALL

APPROX. EXTENTS STEEL SHEET PILE

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EXISTING CONDITIONS AT SOUTHWEST REPAIR EXISTING CONDITIONS AND DEMOLITION AT CELL NO.1 REPAIR

CELL NO. 1

CELL NO. 5

NOTE:

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DRAWN BY:

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SCALE:

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AS SHOWN

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PJD

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JOINT BASE ELMENDORF-RICHARDSON AFB, ALASKA

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EAR062

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SHEMYA, ALASKA

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EARECKSON AIR STATION

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MDS

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LAH

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PLAN

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NORTH

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SCALE: 1"=5'-0"

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PLAN

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SCALE: 1"=5'-0"

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CONCRETE FUEL ACCESS VAULT

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EDGE OF CONCRETE DECK

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HP SHEET-PILE WALL

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BOLLARD, TYP.

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BULKHEAD TIE BACK, TYP.

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FUEL LINES AND UTILITY APPURTENANCES

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CLOSED CELL SHEET-PILE WALL

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LUMINAIRE SUPPORTED ON TIMBER POLE, TYP.

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CONCRETE DECK

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EDGE OF CONCRETE DECK

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HP SHEET-PILE WALL

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BOLLARD, TYP.

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LUMINAIRE SUPPORTED ON TIMBER POLE, TYP.

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CONCRETE DECK

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CONCRETE JOINT, TYP.

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TIMBER BULLRAIL

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STEEL WALER

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PZ40 SHEET PILE WALL

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REMOVE PORTION OF STEEL BULLRAIL AS REQ'D. TO INSTALL TIE BACK SYSTEM

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REMOVE PORTION OF TIMBER BULLRAIL AS REQ'D. TO INSTALL TIE BACK SYSTEM

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REMOVE LADDER AS REQ'D. TO INSTALL TIE BACK SYSTEM, SEE NOTE 2 ON SHEET 12

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LADDER

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CONCRETE JOINT, TYP.

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CONCRETE SHELF AT MUDLINE SURFACE

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FAILED HP SHEET AT MUDLINE

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BULKHEAD DEADMAN

CONTOURS ARE BASED ON AUGUST 2020 SURVEY BY BRICE LAND SURVEYORS, ARE SHOWN APPROXIMATE AND MAY VARY BY START OF REPAIR WORK.

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(E) SHEET WALL VERTICAL & CUT AT MUDLINE(E) SHEET WALL BENT & CUT AT MUDLINE

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WORK SUMMARY TABLE

LOCATION WORK DESCRIPTION

SOUTHEAST REPAIR

NORTHEAST REPAIR

NORTHWEST REPAIR

SOUTHWEST REPAIR

CELL NO.1 REPAIR

CELL NO.5

WORK PLAN

CELL NO.4 CELL NO.3 CELL NO.2 CELL NO.1

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DRAWN BY:

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CHECKED BY:

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SCALE:

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AS SHOWN

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PJD

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JOINT BASE ELMENDORF-RICHARDSON AFB, ALASKA

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EAR062

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SHEMYA, ALASKA

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EARECKSON AIR STATION

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MDS

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LAH

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DEMOLISH EXISTING BULLRAIL AS REQUIRED TO COMPLETE REPAIR (SHEET 3 OF 12)

AutoCAD SHX Text DEMOLISH STEEL OBSTRUCTIONS TO CLOSURE PLATES BELOW WATERLINE. REMOVE ONE STEEL BERTHING OBSTRUCTION BELOW WATERLINE (SHEET 3 OF 12)

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PROVIDE STEEL DECK BEAM WITH TIEBACKS TO THE EXISTING WALL

AutoCAD SHX Text PROVIDE STEEL FRAMING CLOSURE PLATES IN THE OPENING BETWEEN THE H-PILE AND STEEL SHEET PILE; INSTALL STEEL CLOSURE PLATES AND CONTAINMENT/ FORMWORK AS NEEDED AND PLACE CONCRETE FILL

AutoCAD SHX Text PROVIDE STEEL FRAMING CLOSING THE OPENING BETWEEN THE H-PILE AND STEEL SHEET PILE; INSTALL STEEL CLOSURE PLATES AND CONTAINMENT/ FORMWORK AS NEEDED AND PLACE CONCRETE FILL

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CONCEPT 1: PROVIDE GROUT BAGS TO STABILIZE LOOSE SHEETING AND FILL VOID

AutoCAD SHX Text CONCEPT 2: PROVIDE STEEL SHEET PILE PANELS (SECURED TO OUTBOARD FACE OF STRUCTURE, NOT DRIVEN) AND FILL VOID WITH CONCRETE

AutoCAD SHX Text FILLING ENTIRE VOID ELIMINATED FROM CONTRACT, COMPACTED GRANULAR FILL LIMITED TO PIER ACCESS DRIVE ONLY

AutoCAD SHX Text DEMOLISH PORTION OF TIMBER AND STEEL BULLRAIL AS REQUIRED TO INSTALL CELL NO.1 TIEBACK SYSTEM (SHEET 4 OF 12)

AutoCAD SHX Text DEMOLISH LADDER AT NORTH PERIMETER OF PIER AS REQUIRED FOR REPAIRS (SHEET 4 OF 12)

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PROVIDE CELL NO.1 TIEBACK SYSTEM

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PLAN

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NORTH

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SCALE: 1"=20'-0"

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(E) EDGE OF FAILED HP SHEET PILE WALL, SHOWN APPROX.; EDGE IS BENT PARALLEL TO MUDLINE

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ABANDONED FENDER SYSTEM BELOW CONCRETE SLAB

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(E) 12 TON DOLOS ARMOR UNIT

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(E) PZ SHEET-PILE WALL

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(E) CONCRETE DECK

(E) BULKHEAD TIE BACK

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SOUTHEAST REPAIR PLAN

CLOSURE PLATE ELEVATION A CLOSURE PLATE SECTION B

CLOSURE PLATE DETAIL D

CLOSURE PLATE w/ CONNECTION DETAIL ETIE BACK SECTION C

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ANCHOR, TYP.

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TIEROD, TYP.

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MUDLINE

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MLLW

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(E) SHEET PILE WALL

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TOD

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(E) DBL HP FENDER PILE

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(E) HP SHEET-PILE WALL

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(E) CONCRETE DECK

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EL.= -24'±

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EL.= 23.0'±

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(E) SHEET PILE WALL

AutoCAD SHX Text FOR TOP CUT ANGLE FLUSH w/ TOP OF

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TOC

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BOT.

AutoCAD SHX Text STEEL PIPE WEEP HOLE w/ BACKFLOW PREVENTER (4 LOCATIONS) TYP.

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34" STEELROD, TYP.

AutoCAD SHX Text 34"t STEEL CLOSURE PLATE, TYP.

AutoCAD SHX Text L6x6x , 12, TYP.

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(E) CONCRETE FILL NEAR MUDLINE SURFACE, THICKNESS SHOWN APPROX.

AutoCAD SHX Text L6 x 6 x 12ANGLE STIFFENER, TYP.

AutoCAD SHX Text 34"t STEEL CLOSURE

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L6 ANGLE CONNECTION STUB, TYP.

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FIELD DETERMINE ANGLE

AutoCAD SHX Text 34" STEEL ROD,EMBED (3) LOCATIONS @ OF , AVOID CONFLICT w/ VERTICAL ANGLE, TYP. AT NE CLOSURE : (1) LOCATION, EMBED AT OF , TYP.

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PLATE

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TYP.

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FIELD DETERMINE ANGLE

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(E) HP SHEET PILE WALL

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CLOSURE PLATE, TYP.

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L6 STEEL ANGLE STIFFENERS

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(2) 1" A307THROUGH BOLTS, TYP.

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L6 ANGLE CONNECTION, TYP.

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L6 ANGLE CONNECTION, TYP.

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(E) DBL HP FENDER PILE

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(E) HP SHEET PILE

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(E) PZ SHEET-PILE

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(E) CONCRETE SLAB

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TIE BACK

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HP ANCHOR BEAM

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WT BEARING BEAM

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(E) CONCRETE DECK

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BACKFLOW PREVENTER

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STEEL ROD, TYP.

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MUDLINE

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TOD

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EL.= 23.0'±

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EL.= -24'±

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MLLW

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(E) CONCRETE FILL NEAR MUDLINE SURFACE, THICKNESS SHOWN APPROX.

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TOC BOT.

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6'-0" MAX. CONCRETE LIFTS, TYP.

AutoCAD SHX Text PROVIDE TEMPORARY CONTAINMENT/ FORMWORK DURING CONSTRUCTION AS NEEDED TO CONTROL PLACEMENT OF CONCRETE

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6" STEEL PIPE,(4 LOCATIONS); (2) @ +5' MLLW, (2) @ +1' MLLW, TYP.

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STEEL CLOSURE PLATE, TYP.

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(2) 4 FT LONG, NO.8 REBAR DOWELS @ 3'-0" O.C. BETWEEN EACH CONSTRUCTION JOINT, TYP.

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ROD, TYP.

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CONCRETE FILL

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WEEP HOLE, TYP.

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CAD DWG FILE:

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DRAWN BY:

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CHECKED BY:

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SCALE:

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AS SHOWN

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PJD

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JOINT BASE ELMENDORF-RICHARDSON AFB, ALASKA

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EAR062

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SHEMYA, ALASKA

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EARECKSON AIR STATION

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MDS

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LAH

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(E) EDGE OF CONCRETE DECK

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(E) HP SHEET-PILE WALL

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(E) EDGE OF FAILED HP SHEET-PILE WALL

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(E) STEEL BULLRAIL

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(E) CONCRETE DECK

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(E) CLOSED CELL SHEET-PILE WALL

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(E) ABANDONED FENDER SYSTEM BELOW CONCRETE SLAB

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CLOSURE PLATE

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WT BEARING BEAM

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HP ANCHOR BEAM

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NEW ALL THREAD TIE BACK, TYP.

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CELL NO.5

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PLAN

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NORTH

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SCALE: 1"=2'-0"

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SCALE: 1"=5'

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SCALE:

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(E) CONCRETE JOINT, TYP.

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CONCRETE FILL

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TOP OF CONCRETE SILL NEAR MUDLINE SURFACE

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ANCHOR ROD, TYP.

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PROVIDE STEEL SCREEN AND FILTER FABRIC AT PIPE END

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6" STEEL PIPEWEEP HOLES, TYP.

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SEAL WELD WEEP HOLE PIPE TO OUTER FACE OF STEEL CLOSURE , TYP.

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34" STEELROD, TYP.

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NOTES:

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1. IF CONCRETE FILL HEIGHT IS LESS THAN THE BOTTOM OF CONCRETE DECK, DRILL HOLES IN STEEL PLATES IF CONCRETE FILL HEIGHT IS LESS THAN THE BOTTOM OF CONCRETE DECK, DRILL HOLES IN STEEL PLATES ABOVE TOP OF CONCRETE FILL. 2. L6x6 ANGLE LAP JOINTS NOT SHOWN FOR CLARITY. L6x6 ANGLE LAP JOINTS NOT SHOWN FOR CLARITY. 3. DUE TO THE SIZE OF THE VOID AT THE SOUTHEAST REPAIR, CONCRETE WAS TYPICALLY PLACED IN DUE TO THE SIZE OF THE VOID AT THE SOUTHEAST REPAIR, CONCRETE WAS TYPICALLY PLACED IN APPROXIMATELY 4-FOOT LIFTS. 4. RFI-3 PROPOSED SUBSTITUTING NO. 8 REBAR DOWELS @ 3'-0" O.C. BETWEEN EACH CONSTRUCTION JOINT WITH RFI-3 PROPOSED SUBSTITUTING NO. 8 REBAR DOWELS @ 3'-0" O.C. BETWEEN EACH CONSTRUCTION JOINT WITH NO. 5 REBAR DOWELS @ 2'-6" O.C. DUE TO CONCERNS OF LIMITED MATERIAL AVAILABILITY. THIS SUBSTITUTION WAS DETERMINED TO NOT BE REQUIRED, THEREFORE NO. 8 REBAR DOWELS WERE INSTALLED AS SHOWN.

AutoCAD SHX Text NO.8 DOWEL GRID' 3x3'

AutoCAD SHX Text

REBAR DOWEL AT CONSTRUCTION JOINTS, TYP.

AutoCAD SHX Text

APPROX. EXTENTS STEEL SHEET PILE, FIELD VERIFIED GEOMETRY

REMOVE SELECT PORTION OF CONCRETE DECK TO ALLOW FOR INSTALLATION OF CLOSURE PLATES

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D E

BEARING BEAM DETAIL A

ANCHOR BEAM DETAIL B

ANGLE CONNECTION DETAIL C

ANGLE CONNECTION DETAIL D

S-103

TYPICAL CONCRETE EMBED DETAIL E

AS-BUILT DRAWING

AutoCAD SHX Text

ROD

AutoCAD SHX Text

AutoCAD SHX Text WT 15x58 BEARING BEAM

AutoCAD SHX Text

1" ALL THREADTIEBACK ROD

AutoCAD SHX Text

TOP OF (E) CONCRETE

AutoCAD SHX Text GAP DUE TO SHEET-PILE INTERLOCKS; REMOVE INTERLOCK KNUCKLE SURFACE TO REQUIRED DEPTH AS DETERMINED IN FIELD TO ALLOW FOR 8" STEEL PIPESHIM AND CONTINUOUS WELD AT WT FLANGE

AutoCAD SHX Text

(E) HP SHEET PILE WALL

AutoCAD SHX Text 5/16

AutoCAD SHX Text

8" STEELPIPE SHIM

AutoCAD SHX Text

GROUT OR BEARING PAD AS REQ'D. FOR FULL BEARING

AutoCAD SHX Text

TOP OF (E) CONCRETE DECK

AutoCAD SHX Text

1" ALL THREADTIEBACK ROD

AutoCAD SHX Text HP 14x102 ANCHOR BEAM

AutoCAD SHX Text

(2) ROWS OF 1" ANCHORBOLTS @ 6"O.C., ALT SIDE OF WEB; EMBED 24"IN CONCRETE w/ EPOXY ADHESIVE; DRILL HOLE IN (E) CONCRETE IN ACCORDANCE WITH MANUFACTURE INSTALLATION INSTRUCTIONS FOR EPOXY

AutoCAD SHX Text

(E) CONCRETE DECK

AutoCAD SHX Text

BOLT, TYP.

AutoCAD SHX Text

GROUT OR BEARING PAD AS REQ'D. FOR CONTINUOUS BEARING

AutoCAD SHX Text

(E) HP SHEET PILE

AutoCAD SHX Text

BOLT, FLANGE TYP

AutoCAD SHX Text

REMOVE INTER-LOCK EDGE ON HP FLANGE AS REQ'D. TO INSTALL ANGLE

AutoCAD SHX Text L6x6x 12ANGLE

AutoCAD SHX Text 3"

AutoCAD SHX Text 34"t CLOSURE

AutoCAD SHX Text

1 " BLIND FLANGE BOLT, TYP.18" BLIND FLANGE BOLT, TYP.

AutoCAD SHX Text

1" A307THROUGH BOLT

AutoCAD SHX Text

REMOVE FILL AS REQ'D TO INSTALL BOLT

AutoCAD SHX Text

PORTION OF FLANGE DEFORMED (SEE NOTE 1)

AutoCAD SHX Text

BOLT, TYP

AutoCAD SHX Text

BOLT, FLANGE TYP

AutoCAD SHX Text

1 " BLIND 18" BLINDFLANGE BOLT, TYP.

AutoCAD SHX Text 34"t CLOSURE

AutoCAD SHX Text 5/16

AutoCAD SHX Text

CONTRACTOR OPTION TO FIELDWELD

AutoCAD SHX Text L6x6x ANGLE12 ANGLE

AutoCAD SHX Text

(E) HP FENDER SYSTEM

AutoCAD SHX Text

FIELD DETERMINE & FIELD FABRICATE

AutoCAD SHX Text

1" A307THROUGH BOLT

AutoCAD SHX Text NUT AT END OF ROD w/ STD WASHER, TYP.

AutoCAD SHX Text

CLOSURE PLATE, TYP.

AutoCAD SHX Text

STEEL ROD EMBED IN CONCRETE, TYP.

AutoCAD SHX Text PROJECT No.:

AutoCAD SHX Text

CAD DWG FILE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

PJD

AutoCAD SHX Text

JOINT BASE ELMENDORF-RICHARDSON AFB, ALASKA

AutoCAD SHX Text

EAR062

AutoCAD SHX Text

SHEMYA, ALASKA

AutoCAD SHX Text

EARECKSON AIR STATION

AutoCAD SHX Text

MDS

AutoCAD SHX Text

LAH

AutoCAD SHX Text

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 9"

AutoCAD SHX Text

SCALE: 3"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text

SCALE: 1

AutoCAD SHX Text

AutoCAD SHX Text "=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 9"

AutoCAD SHX Text

SCALE: 3"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 9"

AutoCAD SHX Text

SCALE: 3"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 9"

AutoCAD SHX Text

SCALE: 3"=1'-0"

AutoCAD SHX Text

NOTES:

1. IN AREAS WHERE FLANGE IS DEFORMED IN AREAS WHERE FLANGE IS DEFORMED DUE TO FAILURE OF HP SHEET PILE, INSTALL WEDGE BEHIND " PLATE AND 34" PLATE AND INSTALL 1' LONG " FILLET WELD 516" FILLET WELD SPACED AT 1' O.C. TO CONNECT "t 34"t CLOSURE PLATE TO HP SHEET PILE.

.18 ww w.

ap ple do re ma rin e.c om

(SEAL)

0 S tat e S

t. S uit e E Po rts mo uth N ew H am ps hir e 0

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OFSHEET

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E C

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D D

CELL NO.1

NORTHEAST REPAIR PLAN

CLOSURE PLATE ELEVATION A

CLOSURE PLATE SECTION B

ANGLE CONNECTION DETAIL C ANGLE CONNECTION DETAIL D

S-104

AS-BUILT DRAWING

AutoCAD SHX Text

TERMINATE PLATE @ BOTTOM OF CONCRETE, FIELD CUT AS REQ'D.

AutoCAD SHX Text

MLLW

AutoCAD SHX Text

(E) DBL HP FENDER PILE

AutoCAD SHX Text

(E) HP SHEET PILE WALL

AutoCAD SHX Text

TOD

AutoCAD SHX Text

(E) CONCRETE DECK

AutoCAD SHX Text

EL.= 23.0'±

AutoCAD SHX Text

MUDLINE

AutoCAD SHX Text

EL.= -38'±

AutoCAD SHX Text

(E) SHEET PILE WALL

AutoCAD SHX Text

(E) SHEET PILE WALL

AutoCAD SHX Text

TOC

AutoCAD SHX Text

BOT.

AutoCAD SHX Text STEEL PIPE WEEP HOLE w/ BACKFLOW PREVENTER, (2 LOCATIONS), TYP.

AutoCAD SHX Text

34" STEELROD, TYP.

AutoCAD SHX Text 34"t STEEL CLOSURE PLATE, TYP.

AutoCAD SHX Text

(E) CONCRETE FILL NEAR MUDLINE SURFACE, THICKNESS SHOWN APPROX.

AutoCAD SHX Text L6x6x , 12, TYP.

AutoCAD SHX Text

(E) CONCRETE DECK

AutoCAD SHX Text

STEEL ROD, TYP.

AutoCAD SHX Text

MUDLINE

AutoCAD SHX Text

EL.= -38'±

AutoCAD SHX Text

TOC BOT.

AutoCAD SHX Text

MLLW

AutoCAD SHX Text

CONCRETE FILL

AutoCAD SHX Text

(E) CONCRETE FILL NEAR MUDLINE SURFACE, THICKNESS SHOWN APPROX.

AutoCAD SHX Text PROVIDE TEMPORARY CONTAINMENT/ FORMWORK DURING CONSTRUCTION AS NEEDED TO CONTROL PLACEMENT OF CONCRETE

AutoCAD SHX Text

TOD

AutoCAD SHX Text

EL.= 23.0'±

AutoCAD SHX Text L6x6x , 12, TYP.

AutoCAD SHX Text

STEEL CLOSURE PLATE, TYP.

AutoCAD SHX Text

6'-0" MAX. CONCRETE LIFTS, TYP.

AutoCAD SHX Text

ROD, TYP.

AutoCAD SHX Text

BACKFLOW PREVENTER

AutoCAD SHX Text

WEEP HOLE, TYP.

AutoCAD SHX Text

6" STEEL PIPE(2 LOCATIONS); (1) @ +5' MLLW, (1) @ +1' MLLW, TYP.

AutoCAD SHX Text

(2) 4 FT LONG, NO.8 DOWELS @ 3'-0" O.C. BETWEEN EACH CONSTRUCTION JOINT, TYP.

AutoCAD SHX Text

BOLT, FLANGE TYP

AutoCAD SHX Text

(E) HP FENDER SYSTEM

AutoCAD SHX Text

1" A307THROUGH BOLT

AutoCAD SHX Text L6x6x 12ANGLE

AutoCAD SHX Text 5/16

AutoCAD SHX Text

OPTION TO FIELDWELD

AutoCAD SHX Text

1 " BLIND 18" BLINDFLANGE BOLT, TYP.

AutoCAD SHX Text 34"t CLOSURE

AutoCAD SHX Text

DBL ANGLE CONNECTION

AutoCAD SHX Text

BOLT, FLANGE TYP

AutoCAD SHX Text

1" A307THROUGH BOLT

AutoCAD SHX Text L6x6x 12ANGLE

AutoCAD SHX Text

REMOVE INTER-LOCK EDGE ON HP FLANGE AS REQ'D. TO INSTALL ANGLE

AutoCAD SHX Text L6x6x 12ANGLE

AutoCAD SHX Text

(E) HP SHEET PILE

AutoCAD SHX Text

1 " BLIND 18" BLINDFLANGE BOLT; REMOVE FILL AS REQ'D TO INSTALL, TYP.

AutoCAD SHX Text 34"t CLOSURE

AutoCAD SHX Text

DBL ANGLE CONNECTION

AutoCAD SHX Text

BOLT, TYP

AutoCAD SHX Text PROJECT No.:

AutoCAD SHX Text

CAD DWG FILE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

PJD

AutoCAD SHX Text

JOINT BASE ELMENDORF-RICHARDSON AFB, ALASKA

AutoCAD SHX Text

EAR062

AutoCAD SHX Text

SHEMYA, ALASKA

AutoCAD SHX Text

EARECKSON AIR STATION

AutoCAD SHX Text

MDS

AutoCAD SHX Text

LAH

AutoCAD SHX Text

(E) HP SHEET-PILE WALL CUT OFF AT MUDLINE SURFACE

AutoCAD SHX Text

(E) STEEL BULLRAIL

AutoCAD SHX Text

(E) EDGE OF CONCRETE DECK

AutoCAD SHX Text

(E) ABANDONED FENDER SYSTEM BELOW CONCRETE DECK

AutoCAD SHX Text

(E) HP SHEET-PILE WALL

AutoCAD SHX Text

(E) BOLLARD

AutoCAD SHX Text

(E) CLOSED CELL SHEET-PILE WALL

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SCALE: 1"=2'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text

SCALE: 1"=5'

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text

SCALE: 1"=5'

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text

(E) CONCRETE DECK

AutoCAD SHX Text

(E) CONCRETE JOINT, TYP.

AutoCAD SHX Text

(E) LADDER

AutoCAD SHX Text

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 9"

AutoCAD SHX Text

SCALE: 3"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 9"

AutoCAD SHX Text

SCALE: 3"=1'-0"

AutoCAD SHX Text

TOP OF CONCRETE FILL

AutoCAD SHX Text

TOP OF CONCRETE SILL NEAR MUDLINE SURFACE

AutoCAD SHX Text

SEAL WELD FLANGE OF WEEP HOLE PIPE TO OUTER FACE OF STEEL CLOSURE

AutoCAD SHX Text

6" STEEL PIPE WEEP HOLE,TYP., PROVIDE STEEL SCREEN AND FILTER FABRIC

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

1. IF CONCRETE FILL HEIGHT IS LESS THAN THE BOTTOM OF CONCRETE IF CONCRETE FILL HEIGHT IS LESS THAN THE BOTTOM OF CONCRETE DECK, DRILL HOLES IN STEEL PLATES ABOVE TOP OF CONCRETE FILL. 2. L6x6 ANGLE LAP JOINTS NOT SHOWN FOR CLARITY. L6x6 ANGLE LAP JOINTS NOT SHOWN FOR CLARITY. 3. RFI-3 PROPOSED SUBSTITUTING NO. 8 REBAR DOWELS @ 3'-0" O.C. RFI-3 PROPOSED SUBSTITUTING NO. 8 REBAR DOWELS @ 3'-0" O.C. BETWEEN EACH CONSTRUCTION JOINT WITH NO. 5 REBAR DOWELS @ 2'-6" O.C. DUE TO CONCERNS OF LIMITED MATERIAL AVAILABILITY. THIS SUBSTITUTION WAS DETERMINED TO NOT BE REQUIRED, THEREFORE NO. 8 REBAR DOWELS WERE INSTALLED AS SHOWN.

AutoCAD SHX Text NO.8 REBAR DOWEL GRID' 3x3'

AutoCAD SHX Text

34" STEELROD, TYP.

AutoCAD SHX Text

CLOSURE ,

AutoCAD SHX Text

SIM

VOID NEAR MUDLINE

-3

-2

-1

-2

-30

-25

-20

-15

-10

-5

-30

-25

-20

-15

-10

-5

3.7

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(SEAL)

0 S tat e S

t. S uit e E Po rts mo uth N ew H am ps hir e 0

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CHECK GRAPHIC SCALE BEFORE USING.

U S

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N : C

O N

C E

P T

N O

.2 E

O N

, S E

O N

S A

N D

D E

NORTHWEST REPAIR PLAN - CONCEPT NO.2

ELEVATION A

ELEVATION C

CONNECTION DETAIL D

S-105

ANGLE CONNECTION DETAIL F

CONNECTION DETAIL E

AS-BUILT DRAWING

AutoCAD SHX Text

MUDLINE

AutoCAD SHX Text

(E) CELL BOTTOM, APPROX.

AutoCAD SHX Text

EL.= -30.0'%%P

AutoCAD SHX Text

TOP OF VOID

AutoCAD SHX Text

(E) OBSTRUCTION, REMOVE AS REQ'D. TO INSTALL NEW PANEL

AutoCAD SHX Text

PZ40 SHEETING

AutoCAD SHX Text

CONCRETE BACKFILL

AutoCAD SHX Text

TOP OF SHEETING MLLW

AutoCAD SHX Text

ECO BLOCK, TYP.

AutoCAD SHX Text

L6, TYP.

AutoCAD SHX Text SEAL w/ FILL/ FOAM AS REQ'D. TO CONTAIN CONCRETE FILL

AutoCAD SHX Text

BLIND BOLT TO (E) SHEET-PILE @ 1'-0" O.C. AROUND VOID

AutoCAD SHX Text

34" ANCHOR ROD, ANCHOR ROD,TYP.

AutoCAD SHX Text

EL.= +23'%%P MLLW

AutoCAD SHX Text

TOP OF CONCRETE DECK

AutoCAD SHX Text

EL. VARIES

AutoCAD SHX Text

MUDLINE

AutoCAD SHX Text

TOP OF VOID

AutoCAD SHX Text

MLLW= 0.0'

AutoCAD SHX Text

HP SHEETING

AutoCAD SHX Text

PZ40 SHEETING

AutoCAD SHX Text

GROUT BAG, TYP.

AutoCAD SHX Text

TOP OF SHEETING

AutoCAD SHX Text

(E) ROCK, BROKEN DOLOS DEBRIS AT MUDLINE SURFACE ADJACENT PIER

AutoCAD SHX Text

(E) STEEL TUBE WALER

AutoCAD SHX Text

(E) LADDER

AutoCAD SHX Text

EL.=…

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File details come from the government source that posted it. Updated Nov 30, 2021.