TECH SPEC REFERENCE Dwg Pkg A.pdf

IS

SU

ED

F

OR

ED

M

5/15/2020

OPS INFRA ENGINEERING - ANC

BIORKA ISLAND

ABKA-D-MAREQ-G001

MAREQ

BIORKA ISLAND DOCK

COVER SHEET

fil e.

dw g

INFRASTRUCTURE

ENGINEERING SERVICES

AS

-B

U

IL

TWESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

AK

THIS DRAWING PRODUCED ON THE XXXXXXXXXX REGION AUTOCAD SYSTEM

PROJECT ENGINEER

809526

A 5/15/2020 AS-BUILT 809526 5/15/2020

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN REDLINE

DATE APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

$D

AT

E$ $T

IM

E$

$N

AM

E$

APPROVED

DATE

$F

IL

ES

8 234567

H

G

F

E

D

C

A

B

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text M

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text

BIORKA ISLAND, ALASKA DOCK REPLACEMENT

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

IS

SU

ED

F

OR

ED

M

5/15/2020

OPS INFRA ENGINEERING - ANC

BIORKA ISLAND

ABKA-D-MAREQ-G003

MAREQ

BIORKA ISLAND DOCK

GENERAL NOTES

fil e.

dw g

INFRASTRUCTURE

ENGINEERING SERVICES

AS

-B

U

IL

TWESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

AK

THIS DRAWING PRODUCED ON THE XXXXXXXXXX REGION AUTOCAD SYSTEM

PROJECT ENGINEER

809526

A 5/15/2020 AS-BUILT 809526 5/15/2020

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN REDLINE

DATE APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

$D

AT

E$ $T

IM

E$

$N

AM

E$

APPROVED

DATE

$F

IL

ES

8 234567

H

G

F

E

D

C

A

B

GENERAL NOTES DESIGN CRITERIA RISK CATEGORY II PER ASCE 7-10 II PER ASCE 7-10 DESIGN VEHICLES AASHTO H-20 TRUCK AASHTO H-20 TRUCK 50 TON TRUCK CRANE 140 TON TRACKED CRANE LIVE LOAD 400 PSF 400 PSF SNOW LOAD 50 PSF GROUND 50 PSF GROUND WIND LOAD 150 MPH 3 SECOND GUST (ASCE 7-10) 150 MPH 3 SECOND GUST (ASCE 7-10) EXPOSURE D, I = 1.00 SEISMIC ASCE 61-14 HAZARD LEVEL LOW ASCE 61-14 HAZARD LEVEL LOW SITE CLASS B SEISMIC DESIGN CATEGORY D S = 1.286g, S = 0.857g S = 1.286g, S = 0.857g DS = 0.857g S = 0.697g, S = 0.465g 1 = 0.697g, S = 0.465g D1 = 0.465g R = 2.0, I = 1.00 DESIGN VESSEL LOADING 225' LOA BY 64' BEAM FUEL BARGE 225' LOA BY 64' BEAM FUEL BARGE 2900 TON DISPLACEMENT AT BIORKA 8' MAX DEPTH AT MLLW KINETIC BERTHING ENERGY 304 K-FT MOORING BOLLARD/CLEAT LINE LOAD 50 TONS GENERAL SCOPE OF WORK THE PROJECT INCLUDED REMOVAL OF EXISTING DOCK, SALVAGE OF EXISTING PEDESTAL PROJECT INCLUDED REMOVAL OF EXISTING DOCK, SALVAGE OF EXISTING PEDESTAL CRANE, FURNISHING AND INSTALLING (F/I) A STEEL PILE SUPPORTED, STEEL PILE CAP AND STEEL DECK GIRDER, PRECAST CONCRETE DECK DOCK AND APPROACH TRESTLE, F/I H PILE AND SHEET PILE "COMBI-WALL" WAVE BARRIER WITH LIGHT DUTY FENDERING, F/I A SMALL CRAFT FLOATING DOCK, F/I TWO BERTHING DOLPHINS, F/I A NEW ELECTRIC HYDRAULIC PEDESTAL CRANE, INSTALLED THE SALVAGED ELECTRIC HYDRAULIC PEDESTAL CRANE, F/I A NEW 12'X12' ON DOCK UTILITY BUILDING, F/I A NEW PIPE AND SHEET PILE "COMBI-WALL" BARGE LANDING WITH PRECAST CONCRETE DECK PLANKS, F/I A NEW FUEL TRANSFER HEADER ON THE DOCK AND FUEL PIPE TO THE EXISTING TANK FARM, F/I LIGHTING AND ELECTRICAL SYSTEMS ON THE DOCK AND OTHER APPURTENANCES. SHALLOW BEDROCK WAS ANTICIPATED. DRILLING AND ROCK SOCKETING OF SOME OF THE PILING WILL BE REQUIRED. INTERNAL TENDON ROCK ANCHORS WERE INSTALLED IN SOME OF THE PILING. TEMPORARY RELOCATION OF EXISTING SMALL CRAFT FLOAT WAS REQUIRED FOR LANDINGS DURING CONSTRUCTION. (SEE MAINTAINING ACESS TO SITE) MAINTAINING ACESS TO SITE) ) EXISTING CONDITIONS THE "EXISTING CONDITIONS" SHOWN IN THESE PLANS ARE BASED ON THE RECORD DRAWINGS AND HISTORICAL INFORMATION. ACTUAL CONDITIONS MAY BE DIFFERENT FROM THOSE SHOWN IN THESE PLANS. SUBCONTRACTOR TO VERIFY EXISTING CONDITIONS. THE EXISTING SITE IS LOCATED ON A REMOTE ISLAND WITH VERY LIMITED ONSITE INFRASTRUCTURE OR FACILITIES. THE EXISTING SITE IS LOCATED IN A BAY ON THE NORTH EAST SIDE OF THE ISLAND. THIS IS GENERALLY PROTECTED FROM DIRECT OPEN OCEAN WAVES FROM THE WEST BUT IS EXPOSED TO SWELL AND TO WAVES FROM THE NORTH. UNDER CERTAIN CONDITIONS APPROXIMATE 7 FOOT HIGH WAVES CAN IMPACT THE DOCK. THE EXISTING BEACH IN THE PROJECT AREA IS RELATIVELY SHALLOW AND THE BOTTOM IS ROCKY. SOME BARGE OR VESSEL OPERATIONS WILL HAVE TO BE DONE AT HIGHER TIDE LEVELS TO AVOID GROUNDING. CURRENTLY THERE IS A GRAVEL FILL BARGE LANDING PAD JUST NORTH OF THE DOCK THAT EXTENDS OUT FROM THE SHORELINE A SHORT WAYS. THIS PAD GOES DRY AT LOW TIDE AND IS SUBJECTED TO SEASONAL AND PERIODIC DAMAGE FROM THE WAVES. IT HAS BEEN USED IN THE PAST FOR TRANSFER OF HEAVY EQUIPMENT AND HEAVY LOADS TO THE ISLAND. SHAPING OR REBUILDING THIS GRAVEL BARGE LANDING PAD BY THE SUBCONTRACTOR MAY BE REQUIRED FOR PROJECT USE. THERE IS ALSO VERY LIMITED UPLAND STORAGE AREA ON THE SITE. THE EXISTING DOCK WAS REMOVED CONSISTS OF SEVERAL GENERATIONS OF CONSTRUCTION, SOME GOING BACK TO AT LEAST THE 1950'S, AND HAS BOTH STEEL AND TREATED TIMBER ELEMENTS. THE EXISTING DOCK HAS VERY LIMITED LOAD CAPACITY AND WAS IN POOR CONDITION. A 2006 CONDITION SURVEY REPORT OUTLINES A RECOMMENDED RESTRICTION TO 1800 LB WHEEL LOADS AND STATES THAT THE LOCAL 1 TON TRUCK PROBABLY EXCEEDS THIS WHILE EMPTY. THEREFORE IT IS UNLIKELY THAT THE EXISTING DOCK WILL SUPPORT HEAVY EQUIPMENT FOR DEMOLITION OR CONSTRUCTION. SUBSURFACE GEOTECHNICAL REPORT A GEOTECHNICAL REPORT "GEOTECHNICAL DATA REPORT, BIORKA ISLAND DOCK REPLACEMENT' DATED DECEMBER 2015 WAS PREPARED IN SUPPORT OF THIS PROJECT. COORDINATION AND SCHEDULING THE SUBCONTRACTOR WAS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK; FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING WORK IN A SAFE AND SECURE MANNER. THE SUBCONTRACTOR WAS CLOSELY COORDINATE THE WORK WITH THE ENGINEER AND SUBCONTRACTOR WAS CLOSELY COORDINATE THE WORK WITH THE ENGINEER AND SUBCONTRACTOR WAS CLOSELY COORDINATE THE WORK WITH THE ENGINEER AND WAS CLOSELY COORDINATE THE WORK WITH THE ENGINEER AND WAS CLOSELY COORDINATE THE WORK WITH THE ENGINEER AND CLOSELY COORDINATE THE WORK WITH THE ENGINEER AND CLOSELY COORDINATE THE WORK WITH THE ENGINEER AND COORDINATE THE WORK WITH THE ENGINEER AND COORDINATE THE WORK WITH THE ENGINEER AND THE WORK WITH THE ENGINEER AND THE WORK WITH THE ENGINEER AND WORK WITH THE ENGINEER AND WORK WITH THE ENGINEER AND WITH THE ENGINEER AND WITH THE ENGINEER AND THE ENGINEER AND THE ENGINEER AND ENGINEER AND ENGINEER AND AND AND FAA. A DETAILED WORK SCHEDULE WAS SUBMITTED 10 DAYS AFTER NOTICE TO PROCEED. A DETAILED WORK SCHEDULE WAS SUBMITTED 10 DAYS AFTER NOTICE TO PROCEED. A DETAILED WORK SCHEDULE WAS SUBMITTED 10 DAYS AFTER NOTICE TO PROCEED. DETAILED WORK SCHEDULE WAS SUBMITTED 10 DAYS AFTER NOTICE TO PROCEED. DETAILED WORK SCHEDULE WAS SUBMITTED 10 DAYS AFTER NOTICE TO PROCEED. WORK SCHEDULE WAS SUBMITTED 10 DAYS AFTER NOTICE TO PROCEED. WORK SCHEDULE WAS SUBMITTED 10 DAYS AFTER NOTICE TO PROCEED. SCHEDULE WAS SUBMITTED 10 DAYS AFTER NOTICE TO PROCEED. SCHEDULE WAS SUBMITTED 10 DAYS AFTER NOTICE TO PROCEED. WAS SUBMITTED 10 DAYS AFTER NOTICE TO PROCEED. WAS SUBMITTED 10 DAYS AFTER NOTICE TO PROCEED. SUBMITTED 10 DAYS AFTER NOTICE TO PROCEED. SUBMITTED 10 DAYS AFTER NOTICE TO PROCEED. 10 DAYS AFTER NOTICE TO PROCEED. 10 DAYS AFTER NOTICE TO PROCEED. DAYS AFTER NOTICE TO PROCEED. DAYS AFTER NOTICE TO PROCEED. AFTER NOTICE TO PROCEED. AFTER NOTICE TO PROCEED. NOTICE TO PROCEED. NOTICE TO PROCEED. TO PROCEED. TO PROCEED. PROCEED. PROCEED. COORDINATION WITH OTHER LOWER-TIER SUBCONTRACTORS AND STAKEHOLDERS IS ALSO WITH OTHER LOWER-TIER SUBCONTRACTORS AND STAKEHOLDERS IS ALSO WITH OTHER LOWER-TIER SUBCONTRACTORS AND STAKEHOLDERS IS ALSO OTHER LOWER-TIER SUBCONTRACTORS AND STAKEHOLDERS IS ALSO OTHER LOWER-TIER SUBCONTRACTORS AND STAKEHOLDERS IS ALSO LOWER-TIER SUBCONTRACTORS AND STAKEHOLDERS IS ALSO LOWER-TIER SUBCONTRACTORS AND STAKEHOLDERS IS ALSO SUBCONTRACTORS AND STAKEHOLDERS IS ALSO SUBCONTRACTORS AND STAKEHOLDERS IS ALSO AND STAKEHOLDERS IS ALSO AND STAKEHOLDERS IS ALSO STAKEHOLDERS IS ALSO STAKEHOLDERS IS ALSO IS ALSO IS ALSO ALSO ALSO REQUIRED PER SPECIAL PROVISIONS. SUBCONTRACTOR WAS COORDINATE WITH ON SITE UTILITIES FOR RELOCATION AND WAS COORDINATE WITH ON SITE UTILITIES FOR RELOCATION AND WAS COORDINATE WITH ON SITE UTILITIES FOR RELOCATION AND COORDINATE WITH ON SITE UTILITIES FOR RELOCATION AND COORDINATE WITH ON SITE UTILITIES FOR RELOCATION AND WITH ON SITE UTILITIES FOR RELOCATION AND WITH ON SITE UTILITIES FOR RELOCATION AND ON SITE UTILITIES FOR RELOCATION AND ON SITE UTILITIES FOR RELOCATION AND SITE UTILITIES FOR RELOCATION AND SITE UTILITIES FOR RELOCATION AND UTILITIES FOR RELOCATION AND UTILITIES FOR RELOCATION AND FOR RELOCATION AND FOR RELOCATION AND RELOCATION AND RELOCATION AND AND AND CONNECTION OF UTILITIES NECESSARY TO CONSTRUCT WORK AND SHALL RETAIN AND OF UTILITIES NECESSARY TO CONSTRUCT WORK AND SHALL RETAIN AND OF UTILITIES NECESSARY TO CONSTRUCT WORK AND SHALL RETAIN AND UTILITIES NECESSARY TO CONSTRUCT WORK AND SHALL RETAIN AND UTILITIES NECESSARY TO CONSTRUCT WORK AND SHALL RETAIN AND NECESSARY TO CONSTRUCT WORK AND SHALL RETAIN AND NECESSARY TO CONSTRUCT WORK AND SHALL RETAIN AND TO CONSTRUCT WORK AND SHALL RETAIN AND TO CONSTRUCT WORK AND SHALL RETAIN AND CONSTRUCT WORK AND SHALL RETAIN AND CONSTRUCT WORK AND SHALL RETAIN AND WORK AND SHALL RETAIN AND WORK AND SHALL RETAIN AND AND SHALL RETAIN AND AND SHALL RETAIN AND SHALL RETAIN AND SHALL RETAIN AND RETAIN AND RETAIN AND AND AND PROTECT ALL EXISTING UTILITIES TO REMAIN. MAINTAINING ACCESS TO THE SITE THE EXISTING SITE CONTAINS AN ACTIVE FAA STATION AND OTHER ACTIVE FACILITIES. THE EXISTING SITE CONTAINS AN ACTIVE FAA STATION AND OTHER ACTIVE FACILITIES. THE EXISTING SITE CONTAINS AN ACTIVE FAA STATION AND OTHER ACTIVE FACILITIES. THE SITE CONTAINS AN ACTIVE FAA STATION AND OTHER ACTIVE FACILITIES. THE SITE CONTAINS AN ACTIVE FAA STATION AND OTHER ACTIVE FACILITIES. THE CONTAINS AN ACTIVE FAA STATION AND OTHER ACTIVE FACILITIES. THE CONTAINS AN ACTIVE FAA STATION AND OTHER ACTIVE FACILITIES. THE AN ACTIVE FAA STATION AND OTHER ACTIVE FACILITIES. THE AN ACTIVE FAA STATION AND OTHER ACTIVE FACILITIES. THE ACTIVE FAA STATION AND OTHER ACTIVE FACILITIES. THE ACTIVE FAA STATION AND OTHER ACTIVE FACILITIES. THE FAA STATION AND OTHER ACTIVE FACILITIES. THE FAA STATION AND OTHER ACTIVE FACILITIES. THE STATION AND OTHER ACTIVE FACILITIES. THE STATION AND OTHER ACTIVE FACILITIES. THE AND OTHER ACTIVE FACILITIES. THE AND OTHER ACTIVE FACILITIES. THE OTHER ACTIVE FACILITIES. THE OTHER ACTIVE FACILITIES. THE ACTIVE FACILITIES. THE ACTIVE FACILITIES. THE FACILITIES. THE FACILITIES. THE THE THE CONTRACTOR SHALL SCHEDULE AND COORDINATE THE WORK IN A MANNER THAT SHALL SCHEDULE AND COORDINATE THE WORK IN A MANNER THAT SHALL SCHEDULE AND COORDINATE THE WORK IN A MANNER THAT SCHEDULE AND COORDINATE THE WORK IN A MANNER THAT SCHEDULE AND COORDINATE THE WORK IN A MANNER THAT AND COORDINATE THE WORK IN A MANNER THAT AND COORDINATE THE WORK IN A MANNER THAT COORDINATE THE WORK IN A MANNER THAT COORDINATE THE WORK IN A MANNER THAT THE WORK IN A MANNER THAT THE WORK IN A MANNER THAT WORK IN A MANNER THAT WORK IN A MANNER THAT IN A MANNER THAT IN A MANNER THAT A MANNER THAT A MANNER THAT MANNER THAT MANNER THAT THAT THAT MAINTAINS ACCESS TO THE EXISTING USERS. THIS INCLUDES BUT WAS NOT LIMITED TO: USING THE EXISTING SMALL CRAFT FLOAT. PROVIDING A SUBSTANTIALLY COMPLETE BARGE RAMP. PROVIDING A SUBSTANTIALLY COMPLETE NEW SMALL CRAFT FLOAT. PROVIDING A TEMPORARY BARGE LANDING. PROVIDING LIGHTERING FROM THE SUBCONTRACTOR'S BARGE. MEANS, METHODS AND SAFETY REQUIREMENTS THE SUBCONTRACTOR WAS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH). DISCREPANCIES DISCREPANCIES WERE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE WERE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE WERE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE TO THE ATTENTION OF THE ENGINEER BEFORE TO THE ATTENTION OF THE ENGINEER BEFORE THE ATTENTION OF THE ENGINEER BEFORE THE ATTENTION OF THE ENGINEER BEFORE ATTENTION OF THE ENGINEER BEFORE ATTENTION OF THE ENGINEER BEFORE OF THE ENGINEER BEFORE OF THE ENGINEER BEFORE THE ENGINEER BEFORE THE ENGINEER BEFORE ENGINEER BEFORE ENGINEER BEFORE BEFORE BEFORE PROCEEDING WITH THE WORK. ANY FURTHER WORK BY THE SUBCONTRACTOR ON ITEMS WITH THE WORK. ANY FURTHER WORK BY THE SUBCONTRACTOR ON ITEMS WITH THE WORK. ANY FURTHER WORK BY THE SUBCONTRACTOR ON ITEMS THE WORK. ANY FURTHER WORK BY THE SUBCONTRACTOR ON ITEMS THE WORK. ANY FURTHER WORK BY THE SUBCONTRACTOR ON ITEMS WORK. ANY FURTHER WORK BY THE SUBCONTRACTOR ON ITEMS WORK. ANY FURTHER WORK BY THE SUBCONTRACTOR ON ITEMS ANY FURTHER WORK BY THE SUBCONTRACTOR ON ITEMS ANY FURTHER WORK BY THE SUBCONTRACTOR ON ITEMS FURTHER WORK BY THE SUBCONTRACTOR ON ITEMS FURTHER WORK BY THE SUBCONTRACTOR ON ITEMS WORK BY THE SUBCONTRACTOR ON ITEMS WORK BY THE SUBCONTRACTOR ON ITEMS BY THE SUBCONTRACTOR ON ITEMS BY THE SUBCONTRACTOR ON ITEMS THE SUBCONTRACTOR ON ITEMS THE SUBCONTRACTOR ON ITEMS SUBCONTRACTOR ON ITEMS SUBCONTRACTOR ON ITEMS ON ITEMS ON ITEMS ITEMS ITEMS INVOLVING SUCH DISCREPANCIES SHALL BE DONE AT HIS OWN RISK. THESE NOTES SUCH DISCREPANCIES SHALL BE DONE AT HIS OWN RISK. THESE NOTES SUCH DISCREPANCIES SHALL BE DONE AT HIS OWN RISK. THESE NOTES DISCREPANCIES SHALL BE DONE AT HIS OWN RISK. THESE NOTES DISCREPANCIES SHALL BE DONE AT HIS OWN RISK. THESE NOTES SHALL BE DONE AT HIS OWN RISK. THESE NOTES SHALL BE DONE AT HIS OWN RISK. THESE NOTES BE DONE AT HIS OWN RISK. THESE NOTES BE DONE AT HIS OWN RISK. THESE NOTES DONE AT HIS OWN RISK. THESE NOTES DONE AT HIS OWN RISK. THESE NOTES AT HIS OWN RISK. THESE NOTES AT HIS OWN RISK. THESE NOTES HIS OWN RISK. THESE NOTES HIS OWN RISK. THESE NOTES OWN RISK. THESE NOTES OWN RISK. THESE NOTES RISK. THESE NOTES RISK. THESE NOTES THESE NOTES THESE NOTES NOTES NOTES SHALL NOT BE SUBSTITUTED FOR THE FULL TECHNICAL SPECIFICATIONS THAT FORM PART NOT BE SUBSTITUTED FOR THE FULL TECHNICAL SPECIFICATIONS THAT FORM PART NOT BE SUBSTITUTED FOR THE FULL TECHNICAL SPECIFICATIONS THAT FORM PART BE SUBSTITUTED FOR THE FULL TECHNICAL SPECIFICATIONS THAT FORM PART BE SUBSTITUTED FOR THE FULL TECHNICAL SPECIFICATIONS THAT FORM PART SUBSTITUTED FOR THE FULL TECHNICAL SPECIFICATIONS THAT FORM PART SUBSTITUTED FOR THE FULL TECHNICAL SPECIFICATIONS THAT FORM PART FOR THE FULL TECHNICAL SPECIFICATIONS THAT FORM PART FOR THE FULL TECHNICAL SPECIFICATIONS THAT FORM PART THE FULL TECHNICAL SPECIFICATIONS THAT FORM PART THE FULL TECHNICAL SPECIFICATIONS THAT FORM PART FULL TECHNICAL SPECIFICATIONS THAT FORM PART FULL TECHNICAL SPECIFICATIONS THAT FORM PART TECHNICAL SPECIFICATIONS THAT FORM PART TECHNICAL SPECIFICATIONS THAT FORM PART SPECIFICATIONS THAT FORM PART SPECIFICATIONS THAT FORM PART THAT FORM PART THAT FORM PART FORM PART FORM PART PART PART OF THE CONTRACT DOCUMENTS. DRAWING SCALES DRAWING SCALES WERE PROVIDED ON DRAWINGS FOR CONVENIENCE. SCALES SHOWN ARE SCALES WERE PROVIDED ON DRAWINGS FOR CONVENIENCE. SCALES SHOWN ARE SCALES WERE PROVIDED ON DRAWINGS FOR CONVENIENCE. SCALES SHOWN ARE WERE PROVIDED ON DRAWINGS FOR CONVENIENCE. SCALES SHOWN ARE WERE PROVIDED ON DRAWINGS FOR CONVENIENCE. SCALES SHOWN ARE PROVIDED ON DRAWINGS FOR CONVENIENCE. SCALES SHOWN ARE PROVIDED ON DRAWINGS FOR CONVENIENCE. SCALES SHOWN ARE ON DRAWINGS FOR CONVENIENCE. SCALES SHOWN ARE ON DRAWINGS FOR CONVENIENCE. SCALES SHOWN ARE DRAWINGS FOR CONVENIENCE. SCALES SHOWN ARE DRAWINGS FOR CONVENIENCE. SCALES SHOWN ARE FOR CONVENIENCE. SCALES SHOWN ARE FOR CONVENIENCE. SCALES SHOWN ARE CONVENIENCE. SCALES SHOWN ARE CONVENIENCE. SCALES SHOWN ARE SCALES SHOWN ARE SCALES SHOWN ARE SHOWN ARE SHOWN ARE ARE ARE FOR FULL SIZED 22X34 DRAWINGS. REDUCED SCALED DRAWINGS WAS INTERPRETED FULL SIZED 22X34 DRAWINGS. REDUCED SCALED DRAWINGS WAS INTERPRETED FULL SIZED 22X34 DRAWINGS. REDUCED SCALED DRAWINGS WAS INTERPRETED SIZED 22X34 DRAWINGS. REDUCED SCALED DRAWINGS WAS INTERPRETED SIZED 22X34 DRAWINGS. REDUCED SCALED DRAWINGS WAS INTERPRETED 22X34 DRAWINGS. REDUCED SCALED DRAWINGS WAS INTERPRETED 22X34 DRAWINGS. REDUCED SCALED DRAWINGS WAS INTERPRETED DRAWINGS. REDUCED SCALED DRAWINGS WAS INTERPRETED DRAWINGS. REDUCED SCALED DRAWINGS WAS INTERPRETED REDUCED SCALED DRAWINGS WAS INTERPRETED REDUCED SCALED DRAWINGS WAS INTERPRETED SCALED DRAWINGS WAS INTERPRETED SCALED DRAWINGS WAS INTERPRETED DRAWINGS WAS INTERPRETED DRAWINGS WAS INTERPRETED WAS INTERPRETED WAS INTERPRETED INTERPRETED INTERPRETED ACCORDINGLY. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALES. APPLICABLE STANDARDS & CODES LOCAL CODES (PLUS THE FOLLOWING SPECIFICATIONS, STANDARDS AND CODES (MOST CURRENT VERSIONS) ARE PART OF THESE GENERAL NOTES: 1. INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION, HEREAFTER REFERRED TO AS THE INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION, HEREAFTER REFERRED TO AS THE BUILDING CODE (IBC), 2012 EDITION, HEREAFTER REFERRED TO AS THE BUILDING CODE (IBC), 2012 EDITION, HEREAFTER REFERRED TO AS THE CODE (IBC), 2012 EDITION, HEREAFTER REFERRED TO AS THE CODE (IBC), 2012 EDITION, HEREAFTER REFERRED TO AS THE (IBC), 2012 EDITION, HEREAFTER REFERRED TO AS THE (IBC), 2012 EDITION, HEREAFTER REFERRED TO AS THE 2012 EDITION, HEREAFTER REFERRED TO AS THE 2012 EDITION, HEREAFTER REFERRED TO AS THE EDITION, HEREAFTER REFERRED TO AS THE EDITION, HEREAFTER REFERRED TO AS THE HEREAFTER REFERRED TO AS THE HEREAFTER REFERRED TO AS THE REFERRED TO AS THE REFERRED TO AS THE TO AS THE TO AS THE AS THE AS THE THE THE IBC. 2. ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 3. ASCE 61-14 SEISMIC DESIGN FOR PILE SUPPORTED PIERS & WHARVES ASCE 61-14 SEISMIC DESIGN FOR PILE SUPPORTED PIERS & WHARVES 4. ASTM SPECIFICATIONS ASTM SPECIFICATIONS 5. AISC STEEL CONSTRUCTION MANUAL AISC STEEL CONSTRUCTION MANUAL 6. AWS D1.1 STRUCTURAL WELDING CODE STEEL AWS D1.1 STRUCTURAL WELDING CODE STEEL 7. ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 8. ACI 530.1 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530.1 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES 9. POST TENSION INSTITUTE PTI DC 35.1-14 POST TENSION INSTITUTE PTI DC 35.1-14 ORDER OF PRIORITIES IN THE EVENT THAT THERE WAS A CONFLICT BETWEEN THE VARIOUS CONTRACT THE EVENT THAT THERE WAS A CONFLICT BETWEEN THE VARIOUS CONTRACT THE EVENT THAT THERE WAS A CONFLICT BETWEEN THE VARIOUS CONTRACT EVENT THAT THERE WAS A CONFLICT BETWEEN THE VARIOUS CONTRACT EVENT THAT THERE WAS A CONFLICT BETWEEN THE VARIOUS CONTRACT THAT THERE WAS A CONFLICT BETWEEN THE VARIOUS CONTRACT THAT THERE WAS A CONFLICT BETWEEN THE VARIOUS CONTRACT THERE WAS A CONFLICT BETWEEN THE VARIOUS CONTRACT THERE WAS A CONFLICT BETWEEN THE VARIOUS CONTRACT WAS A CONFLICT BETWEEN THE VARIOUS CONTRACT WAS A CONFLICT BETWEEN THE VARIOUS CONTRACT A CONFLICT BETWEEN THE VARIOUS CONTRACT A CONFLICT BETWEEN THE VARIOUS CONTRACT CONFLICT BETWEEN THE VARIOUS CONTRACT CONFLICT BETWEEN THE VARIOUS CONTRACT BETWEEN THE VARIOUS CONTRACT BETWEEN THE VARIOUS CONTRACT THE VARIOUS CONTRACT THE VARIOUS CONTRACT VARIOUS CONTRACT VARIOUS CONTRACT CONTRACT CONTRACT DOCUMENTS THE FOLLOWING PRIORITY WILL BE FOLLOWED: 1. PROJECT PERMIT REQUIREMENTS PROJECT PERMIT REQUIREMENTS 2. ADDENDA ADDENDA 3. THESE GENERAL NOTES AND PLANS THESE GENERAL NOTES AND PLANS 4. SPECIAL PROVISIONS SPECIAL PROVISIONS 5. THE TECHNICAL SPECIFICATIONS THE TECHNICAL SPECIFICATIONS 6. CONTRACT GENERAL PROVISIONS CONTRACT GENERAL PROVISIONS 7. MOST CURRENTLY ADOPTED STATE AND LOCAL MOST CURRENTLY ADOPTED STATE AND LOCAL DESIGN CODES AND AMENDMENTS 8. STANDARDS AND CODES LISTED ABOVE. STANDARDS AND CODES LISTED ABOVE. TIDE LEVELS NOAA STATION# 9451600 SITKA, ALASKA TIDAL LEVELS - ELEVATION DATUM FOR THIS PROJECT IS 0.00 FEET = MEAN LOWER LOW WATER. HIGHEST OBSERVED +14.87 FT. +14.87 FT. HIGH TIDE LINE (HTL) +12.70 FT. +12.70 FT. MEAN HIGHER HIGH WATER (MHHW) +9.94 FT. +9.94 FT. MEAN HIGH WATER (MHW) +9.15 FT. +9.15 FT. MEAN TIDE LINE (MTL) +5.31 FT. +5.31 FT. MEAN LOW WATER (MLW) +1.46 FT. +1.46 FT. MEAN LOWER LOW WATER (MLLW) +0.00 FT. +0.00 FT. LOWEST OBSERVED -4.10 FT. -4.10 FT. -4.10 FT. POLLUTION PREVENTION THE SUBCONTRACTOR WAS RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROLS SUBCONTRACTOR WAS RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROLS SUBCONTRACTOR WAS RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROLS WAS RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROLS WAS RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROLS RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROLS RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROLS FOR EROSION AND SEDIMENTATION CONTROLS FOR EROSION AND SEDIMENTATION CONTROLS EROSION AND SEDIMENTATION CONTROLS EROSION AND SEDIMENTATION CONTROLS AND SEDIMENTATION CONTROLS AND SEDIMENTATION CONTROLS SEDIMENTATION CONTROLS SEDIMENTATION CONTROLS CONTROLS CONTROLS AS NECESSARY TO COMPLY WITH FEDERAL, STATE, AND MUNICIPAL LAWS THAT PROHIBIT NECESSARY TO COMPLY WITH FEDERAL, STATE, AND MUNICIPAL LAWS THAT PROHIBIT NECESSARY TO COMPLY WITH FEDERAL, STATE, AND MUNICIPAL LAWS THAT PROHIBIT TO COMPLY WITH FEDERAL, STATE, AND MUNICIPAL LAWS THAT PROHIBIT TO COMPLY WITH FEDERAL, STATE, AND MUNICIPAL LAWS THAT PROHIBIT COMPLY WITH FEDERAL, STATE, AND MUNICIPAL LAWS THAT PROHIBIT COMPLY WITH FEDERAL, STATE, AND MUNICIPAL LAWS THAT PROHIBIT WITH FEDERAL, STATE, AND MUNICIPAL LAWS THAT PROHIBIT WITH FEDERAL, STATE, AND MUNICIPAL LAWS THAT PROHIBIT FEDERAL, STATE, AND MUNICIPAL LAWS THAT PROHIBIT FEDERAL, STATE, AND MUNICIPAL LAWS THAT PROHIBIT STATE, AND MUNICIPAL LAWS THAT PROHIBIT STATE, AND MUNICIPAL LAWS THAT PROHIBIT AND MUNICIPAL LAWS THAT PROHIBIT AND MUNICIPAL LAWS THAT PROHIBIT MUNICIPAL LAWS THAT PROHIBIT MUNICIPAL LAWS THAT PROHIBIT LAWS THAT PROHIBIT LAWS THAT PROHIBIT THAT PROHIBIT THAT PROHIBIT PROHIBIT PROHIBIT UNPERMITTED DISCHARGE OF POLLUTANTS, INCLUDING SEDIMENTS, THAT ARE A RESULT DISCHARGE OF POLLUTANTS, INCLUDING SEDIMENTS, THAT ARE A RESULT DISCHARGE OF POLLUTANTS, INCLUDING SEDIMENTS, THAT ARE A RESULT OF POLLUTANTS, INCLUDING SEDIMENTS, THAT ARE A RESULT OF POLLUTANTS, INCLUDING SEDIMENTS, THAT ARE A RESULT POLLUTANTS, INCLUDING SEDIMENTS, THAT ARE A RESULT POLLUTANTS, INCLUDING SEDIMENTS, THAT ARE A RESULT INCLUDING SEDIMENTS, THAT ARE A RESULT INCLUDING SEDIMENTS, THAT ARE A RESULT SEDIMENTS, THAT ARE A RESULT SEDIMENTS, THAT ARE A RESULT THAT ARE A RESULT THAT ARE A RESULT ARE A RESULT ARE A RESULT A RESULT A RESULT RESULT RESULT OF EROSION, FILLING AND OTHER CONSTRUCTION ACTIVITIES. SUBMITTALS THE ENGINEER'S REVIEW OF SUBMITTALS WAS FOR GENERAL CONFORMANCE ONLY AND IT ENGINEER'S REVIEW OF SUBMITTALS WAS FOR GENERAL CONFORMANCE ONLY AND IT ENGINEER'S REVIEW OF SUBMITTALS WAS FOR GENERAL CONFORMANCE ONLY AND IT REVIEW OF SUBMITTALS WAS FOR GENERAL CONFORMANCE ONLY AND IT REVIEW OF SUBMITTALS WAS FOR GENERAL CONFORMANCE ONLY AND IT OF SUBMITTALS WAS FOR GENERAL CONFORMANCE ONLY AND IT OF SUBMITTALS WAS FOR GENERAL CONFORMANCE ONLY AND IT SUBMITTALS WAS FOR GENERAL CONFORMANCE ONLY AND IT SUBMITTALS WAS FOR GENERAL CONFORMANCE ONLY AND IT WAS FOR GENERAL CONFORMANCE ONLY AND IT WAS FOR GENERAL CONFORMANCE ONLY AND IT FOR GENERAL CONFORMANCE ONLY AND IT FOR GENERAL CONFORMANCE ONLY AND IT GENERAL CONFORMANCE ONLY AND IT GENERAL CONFORMANCE ONLY AND IT CONFORMANCE ONLY AND IT CONFORMANCE ONLY AND IT ONLY AND IT ONLY AND IT AND IT AND IT IT IT REMAINED THE RESPONSIBILITY OF THE SUBCONTRACTOR TO CONFORM TO ALL THE RESPONSIBILITY OF THE SUBCONTRACTOR TO CONFORM TO ALL THE RESPONSIBILITY OF THE SUBCONTRACTOR TO CONFORM TO ALL RESPONSIBILITY OF THE SUBCONTRACTOR TO CONFORM TO ALL RESPONSIBILITY OF THE SUBCONTRACTOR TO CONFORM TO ALL OF THE SUBCONTRACTOR TO CONFORM TO ALL OF THE SUBCONTRACTOR TO CONFORM TO ALL THE SUBCONTRACTOR TO CONFORM TO ALL THE SUBCONTRACTOR TO CONFORM TO ALL SUBCONTRACTOR TO CONFORM TO ALL SUBCONTRACTOR TO CONFORM TO ALL TO CONFORM TO ALL TO CONFORM TO ALL CONFORM TO ALL CONFORM TO ALL TO ALL TO ALL ALL ALL REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY DEVIATION FROM THE PLANS OF THE PLANS AND SPECIFICATIONS. ANY DEVIATION FROM THE PLANS OF THE PLANS AND SPECIFICATIONS. ANY DEVIATION FROM THE PLANS THE PLANS AND SPECIFICATIONS. ANY DEVIATION FROM THE PLANS THE PLANS AND SPECIFICATIONS. ANY DEVIATION FROM THE PLANS PLANS AND SPECIFICATIONS. ANY DEVIATION FROM THE PLANS PLANS AND SPECIFICATIONS. ANY DEVIATION FROM THE PLANS AND SPECIFICATIONS. ANY DEVIATION FROM THE PLANS AND SPECIFICATIONS. ANY DEVIATION FROM THE PLANS SPECIFICATIONS. ANY DEVIATION FROM THE PLANS SPECIFICATIONS. ANY DEVIATION FROM THE PLANS ANY DEVIATION FROM THE PLANS ANY DEVIATION FROM THE PLANS DEVIATION FROM THE PLANS DEVIATION FROM THE PLANS FROM THE PLANS FROM THE PLANS THE PLANS THE PLANS PLANS PLANS AND SPECIFICATIONS MUST BE SPECIFICALLY IDENTIFIED BY THE SUBCONTRACTOR AND SPECIFICATIONS MUST BE SPECIFICALLY IDENTIFIED BY THE SUBCONTRACTOR AND SPECIFICATIONS MUST BE SPECIFICALLY IDENTIFIED BY THE SUBCONTRACTOR AND MUST BE SPECIFICALLY IDENTIFIED BY THE SUBCONTRACTOR AND MUST BE SPECIFICALLY IDENTIFIED BY THE SUBCONTRACTOR AND BE SPECIFICALLY IDENTIFIED BY THE SUBCONTRACTOR AND BE SPECIFICALLY IDENTIFIED BY THE SUBCONTRACTOR AND SPECIFICALLY IDENTIFIED BY THE SUBCONTRACTOR AND SPECIFICALLY IDENTIFIED BY THE SUBCONTRACTOR AND IDENTIFIED BY THE SUBCONTRACTOR AND IDENTIFIED BY THE SUBCONTRACTOR AND BY THE SUBCONTRACTOR AND BY THE SUBCONTRACTOR AND THE SUBCONTRACTOR AND THE SUBCONTRACTOR AND SUBCONTRACTOR AND SUBCONTRACTOR AND AND AND APPROVED IN WRITING BY THE ENGINEER TO BE ACCEPTABLE. THE SUBCONTRACTOR FULLY REVIEWED AND STAMP SHOP DRAWINGS AND LOWER-TIER SUBCONTRACTOR FULLY REVIEWED AND STAMP SHOP DRAWINGS AND LOWER-TIER SUBCONTRACTOR FULLY REVIEWED AND STAMP SHOP DRAWINGS AND LOWER-TIER FULLY REVIEWED AND STAMP SHOP DRAWINGS AND LOWER-TIER FULLY REVIEWED AND STAMP SHOP DRAWINGS AND LOWER-TIER REVIEWED AND STAMP SHOP DRAWINGS AND LOWER-TIER REVIEWED AND STAMP SHOP DRAWINGS AND LOWER-TIER AND STAMP SHOP DRAWINGS AND LOWER-TIER AND STAMP SHOP DRAWINGS AND LOWER-TIER STAMP SHOP DRAWINGS AND LOWER-TIER STAMP SHOP DRAWINGS AND LOWER-TIER SHOP DRAWINGS AND LOWER-TIER SHOP DRAWINGS AND LOWER-TIER DRAWINGS AND LOWER-TIER DRAWINGS AND LOWER-TIER AND LOWER-TIER AND LOWER-TIER LOWER-TIER LOWER-TIER SUBCONTRACTOR SUBMITTALS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS PRIOR SUBMITTALS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS PRIOR SUBMITTALS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS PRIOR FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS PRIOR FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS PRIOR CONFORMANCE WITH THE CONTRACT DOCUMENTS PRIOR CONFORMANCE WITH THE CONTRACT DOCUMENTS PRIOR WITH THE CONTRACT DOCUMENTS PRIOR WITH THE CONTRACT DOCUMENTS PRIOR THE CONTRACT DOCUMENTS PRIOR THE CONTRACT DOCUMENTS PRIOR CONTRACT DOCUMENTS PRIOR CONTRACT DOCUMENTS PRIOR DOCUMENTS PRIOR DOCUMENTS PRIOR PRIOR PRIOR TO SUBMITTING DRAWINGS TO THE ENGINEER. SHOP DRAWINGS OF ALL FABRICATED SUBMITTING DRAWINGS TO THE ENGINEER. SHOP DRAWINGS OF ALL FABRICATED SUBMITTING DRAWINGS TO THE ENGINEER. SHOP DRAWINGS OF ALL FABRICATED DRAWINGS TO THE ENGINEER. SHOP DRAWINGS OF ALL FABRICATED DRAWINGS TO THE ENGINEER. SHOP DRAWINGS OF ALL FABRICATED TO THE ENGINEER. SHOP DRAWINGS OF ALL FABRICATED TO THE ENGINEER. SHOP DRAWINGS OF ALL FABRICATED THE ENGINEER. SHOP DRAWINGS OF ALL FABRICATED THE ENGINEER. SHOP DRAWINGS OF ALL FABRICATED ENGINEER. SHOP DRAWINGS OF ALL FABRICATED ENGINEER. SHOP DRAWINGS OF ALL FABRICATED SHOP DRAWINGS OF ALL FABRICATED SHOP DRAWINGS OF ALL FABRICATED DRAWINGS OF ALL FABRICATED DRAWINGS OF ALL FABRICATED OF ALL FABRICATED OF ALL FABRICATED ALL FABRICATED ALL FABRICATED FABRICATED FABRICATED MATERIALS WERE SUBMITTED TO THE ENGINEER FOR WRITTEN APPROVAL PRIOR TO WERE SUBMITTED TO THE ENGINEER FOR WRITTEN APPROVAL PRIOR TO WERE SUBMITTED TO THE ENGINEER FOR WRITTEN APPROVAL PRIOR TO SUBMITTED TO THE ENGINEER FOR WRITTEN APPROVAL PRIOR TO SUBMITTED TO THE ENGINEER FOR WRITTEN APPROVAL PRIOR TO TO THE ENGINEER FOR WRITTEN APPROVAL PRIOR TO TO THE ENGINEER FOR WRITTEN APPROVAL PRIOR TO THE ENGINEER FOR WRITTEN APPROVAL PRIOR TO THE ENGINEER FOR WRITTEN APPROVAL PRIOR TO ENGINEER FOR WRITTEN APPROVAL PRIOR TO ENGINEER FOR WRITTEN APPROVAL PRIOR TO FOR WRITTEN APPROVAL PRIOR TO FOR WRITTEN APPROVAL PRIOR TO WRITTEN APPROVAL PRIOR TO WRITTEN APPROVAL PRIOR TO APPROVAL PRIOR TO APPROVAL PRIOR TO PRIOR TO PRIOR TO TO TO FABRICATION OR MOBILIZATION OF ANY ITEM. THE SUBCONTRACTOR SHOULD ALLOW TWO OR MOBILIZATION OF ANY ITEM. THE SUBCONTRACTOR SHOULD ALLOW TWO OR MOBILIZATION OF ANY ITEM. THE SUBCONTRACTOR SHOULD ALLOW TWO MOBILIZATION OF ANY ITEM. THE SUBCONTRACTOR SHOULD ALLOW TWO MOBILIZATION OF ANY ITEM. THE SUBCONTRACTOR SHOULD ALLOW TWO OF ANY ITEM. THE SUBCONTRACTOR SHOULD ALLOW TWO OF ANY ITEM. THE SUBCONTRACTOR SHOULD ALLOW TWO ANY ITEM. THE SUBCONTRACTOR SHOULD ALLOW TWO ANY ITEM. THE SUBCONTRACTOR SHOULD ALLOW TWO ITEM. THE SUBCONTRACTOR SHOULD ALLOW TWO ITEM. THE SUBCONTRACTOR SHOULD ALLOW TWO THE SUBCONTRACTOR SHOULD ALLOW TWO THE SUBCONTRACTOR SHOULD ALLOW TWO SUBCONTRACTOR SHOULD ALLOW TWO SUBCONTRACTOR SHOULD ALLOW TWO SHOULD ALLOW TWO SHOULD ALLOW TWO ALLOW TWO ALLOW TWO TWO TWO WEEKS FROM THE TIME OF RECEIPT FOR REVIEW OF SUBMITTALS BY THE ENGINEER. THE FROM THE TIME OF RECEIPT FOR REVIEW OF SUBMITTALS BY THE ENGINEER. THE FROM THE TIME OF RECEIPT FOR REVIEW OF SUBMITTALS BY THE ENGINEER. THE THE TIME OF RECEIPT FOR REVIEW OF SUBMITTALS BY THE ENGINEER. THE THE TIME OF RECEIPT FOR REVIEW OF SUBMITTALS BY THE ENGINEER. THE TIME OF RECEIPT FOR REVIEW OF SUBMITTALS BY THE ENGINEER. THE TIME OF RECEIPT FOR REVIEW OF SUBMITTALS BY THE ENGINEER. THE OF RECEIPT FOR REVIEW OF SUBMITTALS BY THE ENGINEER. THE OF RECEIPT FOR REVIEW OF SUBMITTALS BY THE ENGINEER. THE RECEIPT FOR REVIEW OF SUBMITTALS BY THE ENGINEER. THE RECEIPT FOR REVIEW OF SUBMITTALS BY THE ENGINEER. THE FOR REVIEW OF SUBMITTALS BY THE ENGINEER. THE FOR REVIEW OF SUBMITTALS BY THE ENGINEER. THE REVIEW OF SUBMITTALS BY THE ENGINEER. THE REVIEW OF SUBMITTALS BY THE ENGINEER. THE OF SUBMITTALS BY THE ENGINEER. THE OF SUBMITTALS BY THE ENGINEER. THE SUBMITTALS BY THE ENGINEER. THE SUBMITTALS BY THE ENGINEER. THE BY THE ENGINEER. THE BY THE ENGINEER. THE THE ENGINEER. THE THE ENGINEER. THE ENGINEER. THE ENGINEER. THE THE THE SUBCONTRACTOR AND FABRICATOR WERE RESPONSIBLE FOR PROVIDING SHOP DRAWINGS AND FABRICATOR WERE RESPONSIBLE FOR PROVIDING SHOP DRAWINGS AND FABRICATOR WERE RESPONSIBLE FOR PROVIDING SHOP DRAWINGS FABRICATOR WERE RESPONSIBLE FOR PROVIDING SHOP DRAWINGS FABRICATOR WERE RESPONSIBLE FOR PROVIDING SHOP DRAWINGS WERE RESPONSIBLE FOR PROVIDING SHOP DRAWINGS WERE RESPONSIBLE FOR PROVIDING SHOP DRAWINGS RESPONSIBLE FOR PROVIDING SHOP DRAWINGS RESPONSIBLE FOR PROVIDING SHOP DRAWINGS FOR PROVIDING SHOP DRAWINGS FOR PROVIDING SHOP DRAWINGS PROVIDING SHOP DRAWINGS PROVIDING SHOP DRAWINGS SHOP DRAWINGS SHOP DRAWINGS DRAWINGS DRAWINGS THAT ACCURATELY SHOW THE APPROPRIATE DETAILS, DIMENSIONS, ASSEMBLY, MATERIAL ACCURATELY SHOW THE APPROPRIATE DETAILS, DIMENSIONS, ASSEMBLY, MATERIAL ACCURATELY SHOW THE APPROPRIATE DETAILS, DIMENSIONS, ASSEMBLY, MATERIAL SHOW THE APPROPRIATE DETAILS, DIMENSIONS, ASSEMBLY, MATERIAL SHOW THE APPROPRIATE DETAILS, DIMENSIONS, ASSEMBLY, MATERIAL THE APPROPRIATE DETAILS, DIMENSIONS, ASSEMBLY, MATERIAL THE APPROPRIATE DETAILS, DIMENSIONS, ASSEMBLY, MATERIAL APPROPRIATE DETAILS, DIMENSIONS, ASSEMBLY, MATERIAL APPROPRIATE DETAILS, DIMENSIONS, ASSEMBLY, MATERIAL DETAILS, DIMENSIONS, ASSEMBLY, MATERIAL DETAILS, DIMENSIONS, ASSEMBLY, MATERIAL DIMENSIONS, ASSEMBLY, MATERIAL DIMENSIONS, ASSEMBLY, MATERIAL ASSEMBLY, MATERIAL ASSEMBLY, MATERIAL MATERIAL MATERIAL REQUIREMENTS, AND OTHER REQUIREMENTS NECESSARY TO FABRICATE AND ERECT AND OTHER REQUIREMENTS NECESSARY TO FABRICATE AND ERECT AND OTHER REQUIREMENTS NECESSARY TO FABRICATE AND ERECT OTHER REQUIREMENTS NECESSARY TO FABRICATE AND ERECT OTHER REQUIREMENTS NECESSARY TO FABRICATE AND ERECT REQUIREMENTS NECESSARY TO FABRICATE AND ERECT REQUIREMENTS NECESSARY TO FABRICATE AND ERECT NECESSARY TO FABRICATE AND ERECT NECESSARY TO FABRICATE AND ERECT TO FABRICATE AND ERECT TO FABRICATE AND ERECT FABRICATE AND ERECT FABRICATE AND ERECT AND ERECT AND ERECT ERECT ERECT COMPONENTS OF THE STRUCTURE IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. CERTIFICATIONS, MANUFACTURER'S DATA AND OTHER INFORMATION FOR ALL MATERIALS, MANUFACTURER'S DATA AND OTHER INFORMATION FOR ALL MATERIALS, MANUFACTURER'S DATA AND OTHER INFORMATION FOR ALL MATERIALS, DATA AND OTHER INFORMATION FOR ALL MATERIALS, DATA AND OTHER INFORMATION FOR ALL MATERIALS, AND OTHER INFORMATION FOR ALL MATERIALS, AND OTHER INFORMATION FOR ALL MATERIALS, OTHER INFORMATION FOR ALL MATERIALS, OTHER INFORMATION FOR ALL MATERIALS, INFORMATION FOR ALL MATERIALS, INFORMATION FOR ALL MATERIALS, FOR ALL MATERIALS, FOR ALL MATERIALS, ALL MATERIALS, ALL MATERIALS, MATERIALS, MATERIALS, INCLUDING THOSE NOT SPECIFICALLY SHOWN IN THESE NOTES OR ON INDIVIDUAL THOSE NOT SPECIFICALLY SHOWN IN THESE NOTES OR ON INDIVIDUAL THOSE NOT SPECIFICALLY SHOWN IN THESE NOTES OR ON INDIVIDUAL NOT SPECIFICALLY SHOWN IN THESE NOTES OR ON INDIVIDUAL NOT SPECIFICALLY SHOWN IN THESE NOTES OR ON INDIVIDUAL SPECIFICALLY SHOWN IN THESE NOTES OR ON INDIVIDUAL SPECIFICALLY SHOWN IN THESE NOTES OR ON INDIVIDUAL SHOWN IN THESE NOTES OR ON INDIVIDUAL SHOWN IN THESE NOTES OR ON INDIVIDUAL IN THESE NOTES OR ON INDIVIDUAL IN THESE NOTES OR ON INDIVIDUAL THESE NOTES OR ON INDIVIDUAL THESE NOTES OR ON INDIVIDUAL NOTES OR ON INDIVIDUAL NOTES OR ON INDIVIDUAL OR ON INDIVIDUAL OR ON INDIVIDUAL ON INDIVIDUAL ON INDIVIDUAL INDIVIDUAL INDIVIDUAL DRAWINGS, WERE SUBMITTED TO THE ENGINEER FOR WRITTEN APPROVAL TO VERIFY WERE SUBMITTED TO THE ENGINEER FOR WRITTEN APPROVAL TO VERIFY WERE SUBMITTED TO THE ENGINEER FOR WRITTEN APPROVAL TO VERIFY SUBMITTED TO THE ENGINEER FOR WRITTEN APPROVAL TO VERIFY SUBMITTED TO THE ENGINEER FOR WRITTEN APPROVAL TO VERIFY TO THE ENGINEER FOR WRITTEN APPROVAL TO VERIFY TO THE ENGINEER FOR WRITTEN APPROVAL TO VERIFY THE ENGINEER FOR WRITTEN APPROVAL TO VERIFY THE ENGINEER FOR WRITTEN APPROVAL TO VERIFY ENGINEER FOR WRITTEN APPROVAL TO VERIFY ENGINEER FOR WRITTEN APPROVAL TO VERIFY FOR WRITTEN APPROVAL TO VERIFY FOR WRITTEN APPROVAL TO VERIFY WRITTEN APPROVAL TO VERIFY WRITTEN APPROVAL TO VERIFY APPROVAL TO VERIFY APPROVAL TO VERIFY TO VERIFY TO VERIFY VERIFY VERIFY CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. IN THE EVENT THAT THE PLANS WITH THE PLANS AND SPECIFICATIONS. IN THE EVENT THAT THE PLANS WITH THE PLANS AND SPECIFICATIONS. IN THE EVENT THAT THE PLANS THE PLANS AND SPECIFICATIONS. IN THE EVENT THAT THE PLANS THE PLANS AND SPECIFICATIONS. IN THE EVENT THAT THE PLANS PLANS AND SPECIFICATIONS. IN THE EVENT THAT THE PLANS PLANS AND SPECIFICATIONS. IN THE EVENT THAT THE PLANS AND SPECIFICATIONS. IN THE EVENT THAT THE PLANS AND SPECIFICATIONS. IN THE EVENT THAT THE PLANS SPECIFICATIONS. IN THE EVENT THAT THE PLANS SPECIFICATIONS. IN THE EVENT THAT THE PLANS IN THE EVENT THAT THE PLANS IN THE EVENT THAT THE PLANS THE EVENT THAT THE PLANS THE EVENT THAT THE PLANS EVENT THAT THE PLANS EVENT THAT THE PLANS THAT THE PLANS THAT THE PLANS THE PLANS THE PLANS PLANS PLANS OR SPECIFICATIONS DO NOT SPECIFICALLY REFERENCE A MATERIAL, THE APPROVAL OF SPECIFICATIONS DO NOT SPECIFICALLY REFERENCE A MATERIAL, THE APPROVAL OF SPECIFICATIONS DO NOT SPECIFICALLY REFERENCE A MATERIAL, THE APPROVAL OF DO NOT SPECIFICALLY REFERENCE A MATERIAL, THE APPROVAL OF DO NOT SPECIFICALLY REFERENCE A MATERIAL, THE APPROVAL OF NOT SPECIFICALLY REFERENCE A MATERIAL, THE APPROVAL OF NOT SPECIFICALLY REFERENCE A MATERIAL, THE APPROVAL OF SPECIFICALLY REFERENCE A MATERIAL, THE APPROVAL OF SPECIFICALLY REFERENCE A MATERIAL, THE APPROVAL OF REFERENCE A MATERIAL, THE APPROVAL OF REFERENCE A MATERIAL, THE APPROVAL OF A MATERIAL, THE APPROVAL OF A MATERIAL, THE APPROVAL OF MATERIAL, THE APPROVAL OF MATERIAL, THE APPROVAL OF THE APPROVAL OF THE APPROVAL OF APPROVAL OF APPROVAL OF OF OF MATERIALS WAS BASED ON ITS CONFORMANCE TO APPLICABLE STANDARDS AND CODES. WAS BASED ON ITS CONFORMANCE TO APPLICABLE STANDARDS AND CODES. WAS BASED ON ITS CONFORMANCE TO APPLICABLE STANDARDS AND CODES. BASED ON ITS CONFORMANCE TO APPLICABLE STANDARDS AND CODES. BASED ON ITS CONFORMANCE TO APPLICABLE STANDARDS AND CODES. ON ITS CONFORMANCE TO APPLICABLE STANDARDS AND CODES. ON ITS CONFORMANCE TO APPLICABLE STANDARDS AND CODES. ITS CONFORMANCE TO APPLICABLE STANDARDS AND CODES. ITS CONFORMANCE TO APPLICABLE STANDARDS AND CODES. CONFORMANCE TO APPLICABLE STANDARDS AND CODES. CONFORMANCE TO APPLICABLE STANDARDS AND CODES. TO APPLICABLE STANDARDS AND CODES. TO APPLICABLE STANDARDS AND CODES. APPLICABLE STANDARDS AND CODES. APPLICABLE STANDARDS AND CODES. STANDARDS AND CODES. STANDARDS AND CODES. AND CODES. AND CODES. CODES. CODES. ALL METHODS AND MATERIALS SHALL CONFORM TO THESE GENERAL NOTES, GOOD METHODS AND MATERIALS SHALL CONFORM TO THESE GENERAL NOTES, GOOD METHODS AND MATERIALS SHALL CONFORM TO THESE GENERAL NOTES, GOOD AND MATERIALS SHALL CONFORM TO THESE GENERAL NOTES, GOOD AND MATERIALS SHALL CONFORM TO THESE GENERAL NOTES, GOOD MATERIALS SHALL CONFORM TO THESE GENERAL NOTES, GOOD MATERIALS SHALL CONFORM TO THESE GENERAL NOTES, GOOD SHALL CONFORM TO THESE GENERAL NOTES, GOOD SHALL CONFORM TO THESE GENERAL NOTES, GOOD CONFORM TO THESE GENERAL NOTES, GOOD CONFORM TO THESE GENERAL NOTES, GOOD TO THESE GENERAL NOTES, GOOD TO THESE GENERAL NOTES, GOOD THESE GENERAL NOTES, GOOD THESE GENERAL NOTES, GOOD GENERAL NOTES, GOOD GENERAL NOTES, GOOD NOTES, GOOD NOTES, GOOD GOOD GOOD WORKMANSHIP, GENERALLY ACCEPTED INDUSTRY STANDARDS, AND MANUFACTURER'S GENERALLY ACCEPTED INDUSTRY STANDARDS, AND MANUFACTURER'S GENERALLY ACCEPTED INDUSTRY STANDARDS, AND MANUFACTURER'S ACCEPTED INDUSTRY STANDARDS, AND MANUFACTURER'S ACCEPTED INDUSTRY STANDARDS, AND MANUFACTURER'S INDUSTRY STANDARDS, AND MANUFACTURER'S INDUSTRY STANDARDS, AND MANUFACTURER'S STANDARDS, AND MANUFACTURER'S STANDARDS, AND MANUFACTURER'S AND MANUFACTURER'S AND MANUFACTURER'S MANUFACTURER'S MANUFACTURER'S WRITTEN RECOMMENDATIONS. WORK PERFORMED OR MATERIALS PROCURED BY THE SUBCONTRACTOR PRIOR TO PERFORMED OR MATERIALS PROCURED BY THE SUBCONTRACTOR PRIOR TO PERFORMED OR MATERIALS PROCURED BY THE SUBCONTRACTOR PRIOR TO OR MATERIALS PROCURED BY THE SUBCONTRACTOR PRIOR TO OR MATERIALS PROCURED BY THE SUBCONTRACTOR PRIOR TO MATERIALS PROCURED BY THE SUBCONTRACTOR PRIOR TO MATERIALS PROCURED BY THE SUBCONTRACTOR PRIOR TO PROCURED BY THE SUBCONTRACTOR PRIOR TO PROCURED BY THE SUBCONTRACTOR PRIOR TO BY THE SUBCONTRACTOR PRIOR TO BY THE SUBCONTRACTOR PRIOR TO THE SUBCONTRACTOR PRIOR TO THE SUBCONTRACTOR PRIOR TO SUBCONTRACTOR PRIOR TO SUBCONTRACTOR PRIOR TO PRIOR TO PRIOR TO TO TO RECEIVING OWNER/ENGINEERS WRITTEN APPROVAL OF REQUIRED SUBMITTALS WAS AT THE OWNER/ENGINEERS WRITTEN APPROVAL OF REQUIRED SUBMITTALS WAS AT THE OWNER/ENGINEERS WRITTEN APPROVAL OF REQUIRED SUBMITTALS WAS AT THE WRITTEN APPROVAL OF REQUIRED SUBMITTALS WAS AT THE WRITTEN APPROVAL OF REQUIRED SUBMITTALS WAS AT THE APPROVAL OF REQUIRED SUBMITTALS WAS AT THE APPROVAL OF REQUIRED SUBMITTALS WAS AT THE OF REQUIRED SUBMITTALS WAS AT THE OF REQUIRED SUBMITTALS WAS AT THE REQUIRED SUBMITTALS WAS AT THE REQUIRED SUBMITTALS WAS AT THE SUBMITTALS WAS AT THE SUBMITTALS WAS AT THE WAS AT THE WAS AT THE AT THE AT THE THE THE SUBCONTRACTOR'S OWN RISK. ANY SUCH WORK REQUIRED BY THE OWNER/ENGINEER TO OWN RISK. ANY SUCH WORK REQUIRED BY THE OWNER/ENGINEER TO OWN RISK. ANY SUCH WORK REQUIRED BY THE OWNER/ENGINEER TO RISK. ANY SUCH WORK REQUIRED BY THE OWNER/ENGINEER TO RISK. ANY SUCH WORK REQUIRED BY THE OWNER/ENGINEER TO ANY SUCH WORK REQUIRED BY THE OWNER/ENGINEER TO ANY SUCH WORK REQUIRED BY THE OWNER/ENGINEER TO SUCH WORK REQUIRED BY THE OWNER/ENGINEER TO SUCH WORK REQUIRED BY THE OWNER/ENGINEER TO WORK REQUIRED BY THE OWNER/ENGINEER TO WORK REQUIRED BY THE OWNER/ENGINEER TO REQUIRED BY THE OWNER/ENGINEER TO REQUIRED BY THE OWNER/ENGINEER TO BY THE OWNER/ENGINEER TO BY THE OWNER/ENGINEER TO THE OWNER/ENGINEER TO THE OWNER/ENGINEER TO OWNER/ENGINEER TO OWNER/ENGINEER TO TO TO BE REMOVED AND/OR REPLACED WAS AT THE EXPENSE OF THE SUBCONTRACTOR AND REMOVED AND/OR REPLACED WAS AT THE EXPENSE OF THE SUBCONTRACTOR AND REMOVED AND/OR REPLACED WAS AT THE EXPENSE OF THE SUBCONTRACTOR AND AND/OR REPLACED WAS AT THE EXPENSE OF THE SUBCONTRACTOR AND AND/OR REPLACED WAS AT THE EXPENSE OF THE SUBCONTRACTOR AND REPLACED WAS AT THE EXPENSE OF THE SUBCONTRACTOR AND REPLACED WAS AT THE EXPENSE OF THE SUBCONTRACTOR AND WAS AT THE EXPENSE OF THE SUBCONTRACTOR AND WAS AT THE EXPENSE OF THE SUBCONTRACTOR AND AT THE EXPENSE OF THE SUBCONTRACTOR AND AT THE EXPENSE OF THE SUBCONTRACTOR AND THE EXPENSE OF THE SUBCONTRACTOR AND THE EXPENSE OF THE SUBCONTRACTOR AND EXPENSE OF THE SUBCONTRACTOR AND EXPENSE OF THE SUBCONTRACTOR AND OF THE SUBCONTRACTOR AND OF THE SUBCONTRACTOR AND THE SUBCONTRACTOR AND THE SUBCONTRACTOR AND SUBCONTRACTOR AND SUBCONTRACTOR AND AND AND AT NO EXPENSE TO THE OWNER. THE FOLLOWING IS A PARTIAL LIST OF REQUIRED NO EXPENSE TO THE OWNER. THE FOLLOWING IS A PARTIAL LIST OF REQUIRED NO EXPENSE TO THE OWNER. THE FOLLOWING IS A PARTIAL LIST OF REQUIRED EXPENSE TO THE OWNER. THE FOLLOWING IS A PARTIAL LIST OF REQUIRED EXPENSE TO THE OWNER. THE FOLLOWING IS A PARTIAL LIST OF REQUIRED TO THE OWNER. THE FOLLOWING IS A PARTIAL LIST OF REQUIRED TO THE OWNER. THE FOLLOWING IS A PARTIAL LIST OF REQUIRED THE OWNER. THE FOLLOWING IS A PARTIAL LIST OF REQUIRED THE OWNER. THE FOLLOWING IS A PARTIAL LIST OF REQUIRED OWNER. THE FOLLOWING IS A PARTIAL LIST OF REQUIRED OWNER. THE FOLLOWING IS A PARTIAL LIST OF REQUIRED THE FOLLOWING IS A PARTIAL LIST OF REQUIRED THE FOLLOWING IS A PARTIAL LIST OF REQUIRED FOLLOWING IS A PARTIAL LIST OF REQUIRED FOLLOWING IS A PARTIAL LIST OF REQUIRED IS A PARTIAL LIST OF REQUIRED IS A PARTIAL LIST OF REQUIRED A PARTIAL LIST OF REQUIRED A PARTIAL LIST OF REQUIRED PARTIAL LIST OF REQUIRED PARTIAL LIST OF REQUIRED LIST OF REQUIRED LIST OF REQUIRED OF REQUIRED OF REQUIRED REQUIRED REQUIRED SUBMITTALS FOR THIS PROJECT. THIS DOES NOT CONSTITUTE A COMPLETE LIST AS IT FOR THIS PROJECT. THIS DOES NOT CONSTITUTE A COMPLETE LIST AS IT FOR THIS PROJECT. THIS DOES NOT CONSTITUTE A COMPLETE LIST AS IT THIS PROJECT. THIS DOES NOT CONSTITUTE A COMPLETE LIST AS IT THIS PROJECT. THIS DOES NOT CONSTITUTE A COMPLETE LIST AS IT PROJECT. THIS DOES NOT CONSTITUTE A COMPLETE LIST AS IT PROJECT. THIS DOES NOT CONSTITUTE A COMPLETE LIST AS IT THIS DOES NOT CONSTITUTE A COMPLETE LIST AS IT THIS DOES NOT CONSTITUTE A COMPLETE LIST AS IT DOES NOT CONSTITUTE A COMPLETE LIST AS IT DOES NOT CONSTITUTE A COMPLETE LIST AS IT NOT CONSTITUTE A COMPLETE LIST AS IT NOT CONSTITUTE A COMPLETE LIST AS IT CONSTITUTE A COMPLETE LIST AS IT CONSTITUTE A COMPLETE LIST AS IT A COMPLETE LIST AS IT A COMPLETE LIST AS IT COMPLETE LIST AS IT COMPLETE LIST AS IT LIST AS IT LIST AS IT AS IT AS IT IT IT WILL VARY DEPENDING UPON THE SUBCONTRACTOR'S MEANS & METHODS. ALL STEEL VARY DEPENDING UPON THE SUBCONTRACTOR'S MEANS & METHODS. ALL STEEL VARY DEPENDING UPON THE SUBCONTRACTOR'S MEANS & METHODS. ALL STEEL DEPENDING UPON THE SUBCONTRACTOR'S MEANS & METHODS. ALL STEEL DEPENDING UPON THE SUBCONTRACTOR'S MEANS & METHODS. ALL STEEL UPON THE SUBCONTRACTOR'S MEANS & METHODS. ALL STEEL UPON THE SUBCONTRACTOR'S MEANS & METHODS. ALL STEEL THE SUBCONTRACTOR'S MEANS & METHODS. ALL STEEL THE SUBCONTRACTOR'S MEANS & METHODS. ALL STEEL SUBCONTRACTOR'S MEANS & METHODS. ALL STEEL SUBCONTRACTOR'S MEANS & METHODS. ALL STEEL MEANS & METHODS. ALL STEEL MEANS & METHODS. ALL STEEL & METHODS. ALL STEEL & METHODS. ALL STEEL METHODS. ALL STEEL METHODS. ALL STEEL ALL STEEL ALL STEEL STEEL STEEL SHALL BE MANUFACTURED WITH THE BUY AMERICANS ACT. 1. COMPREHENSIVE WORK PLAN COMPREHENSIVE WORK PLAN 1.1. CONSTRUCTION SCHEDULE, SEQUENCE OF WORK CONSTRUCTION SCHEDULE, SEQUENCE OF WORK 1.2. WEEKLY SCHEDULES WEEKLY SCHEDULES 1.3. LIST OF SUPPLIERS AND SUBSUBCONTRACTORS WITH PRODUCTS AND/OR LIST OF SUPPLIERS AND SUBSUBCONTRACTORS WITH PRODUCTS AND/OR OF SUPPLIERS AND SUBSUBCONTRACTORS WITH PRODUCTS AND/OR OF SUPPLIERS AND SUBSUBCONTRACTORS WITH PRODUCTS AND/OR SUPPLIERS AND SUBSUBCONTRACTORS WITH PRODUCTS AND/OR SUPPLIERS AND SUBSUBCONTRACTORS WITH PRODUCTS AND/OR AND SUBSUBCONTRACTORS WITH PRODUCTS AND/OR AND SUBSUBCONTRACTORS WITH PRODUCTS AND/OR SUBSUBCONTRACTORS WITH PRODUCTS AND/OR SUBSUBCONTRACTORS WITH PRODUCTS AND/OR WITH PRODUCTS AND/OR WITH PRODUCTS AND/OR PRODUCTS AND/OR PRODUCTS AND/OR AND/OR AND/OR SERVICES BEING PROVIDED 2. SHOP DRAWINGS, PRODUCT DATA, AND MATERIAL CERTIFICATIONS: SHOP DRAWINGS, PRODUCT DATA, AND MATERIAL CERTIFICATIONS: 2.1. FUEL PIPING, FITTINGS AND FIXTURES FUEL PIPING, FITTINGS AND FIXTURES 2.2. CLASSIFIED FILL CLASSIFIED FILL 2.3. FILTER ROCK FILTER ROCK 2.4. ARMOR ROCK ARMOR ROCK 2.5. SIGNS AND POSTS SIGNS AND POSTS 2.6. METAL FABRICATIONS SHOP DRAWINGS METAL FABRICATIONS SHOP DRAWINGS 2.7. WELDER CERTIFICATES AND WELD PROCEDURES WELDER CERTIFICATES AND WELD PROCEDURES 2.8. TIMBER FABRICATIONS & TIMBER TREATMENT TIMBER FABRICATIONS & TIMBER TREATMENT 2.9. PIPE PILE MATERIAL CERTIFICATES PIPE PILE MATERIAL CERTIFICATES 2.10. PILE DRILLING, SOCKETING, AND DRIVING PLAN PILE DRILLING, SOCKETING, AND DRIVING PLAN 2.11. ROCK TENSION ANCHOR PLAN AND MATERIALS ROCK TENSION ANCHOR PLAN AND MATERIALS 2.12. GALVANIZING CERTIFICATES GALVANIZING CERTIFICATES 2.13. PIPE PILE SHOP SPLICES & SHOES PIPE PILE SHOP SPLICES & SHOES 2.14. SHEET PILE SHOP DRAWINGS, SHOES, COATINGS & ERECTION PLAN SHEET PILE SHOP DRAWINGS, SHOES, COATINGS & ERECTION PLAN (CONTINUED ON THE NEXT PAGE)

IS

SU

ED

F

OR

ED

M

5/15/2020

OPS INFRA ENGINEERING - ANC

BIORKA ISLAND

ABKA-D-MAREQ-G004

MAREQ

BIORKA ISLAND DOCK

GENERAL NOTES CONTINUED

fil e.

dw g

INFRASTRUCTURE

ENGINEERING SERVICES

AS

-B

U

IL

TWESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

AK

THIS DRAWING PRODUCED ON THE XXXXXXXXXX REGION AUTOCAD SYSTEM

PROJECT ENGINEER

809526

A 5/15/2020 AS-BUILT 809526 5/15/2020

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN REDLINE

DATE APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

$D

AT

E$ $T

IM

E$

$N

AM

E$

APPROVED

DATE

$F

IL

ES

8 234567

H

G

F

E

D

C

A

B

GENERAL NOTES (Continued): 2.15. TIE RODS TIE RODS 2.16. CONCRETE PANELS FOR THE BARGE DOCK CONCRETE PANELS FOR THE BARGE DOCK 2.17. FLOATING DOCK SHOP DRAWINGS FLOATING DOCK SHOP DRAWINGS 2.18. ALUMINUM GANGWAY ENGINEER SEALED DRAWINGS & CALCULATIONS ALUMINUM GANGWAY ENGINEER SEALED DRAWINGS & CALCULATIONS 2.19. PRECAST CONCRETE AND REINFORCING SHOP DRAWINGS PRECAST CONCRETE AND REINFORCING SHOP DRAWINGS 2.20. ELECTRIC HYDRAULIC PEDESTAL CRANE & BASEPLATE MANUFACTURE'S DATA ELECTRIC HYDRAULIC PEDESTAL CRANE & BASEPLATE MANUFACTURE'S DATA 2.21. FENDER SHOP DRAWINGS AND MATERIAL CERTIFICATIONS FENDER SHOP DRAWINGS AND MATERIAL CERTIFICATIONS 2.22. DOLPHIN FABRICATION CERTIFICATIONS DOLPHIN FABRICATION CERTIFICATIONS 2.23. CLEATS AND BOLLARDS CLEATS AND BOLLARDS 2.24. LIFE RINGS AND FIRE EXTINGUISHERS LIFE RINGS AND FIRE EXTINGUISHERS 2.25. ANODES ANODES 2.26. DIVER QUALIFICATIONS & CERTIFICATES DIVER QUALIFICATIONS & CERTIFICATES 2.27. PAINT/COATING APPLICATION AND REPAIR PROCEDURES PAINT/COATING APPLICATION AND REPAIR PROCEDURES 2.28. ELECTRICAL AND LIGHTING EQUIPMENT, CABLES AND FIXTURES ELECTRICAL AND LIGHTING EQUIPMENT, CABLES AND FIXTURES 2.29. FUEL SYSTEM COMPONENTS FUEL SYSTEM COMPONENTS 3. CLOSEOUT DOCUMENTS CLOSEOUT DOCUMENTS 3.1. RED-LINED AS-BUILT DRAWINGS AND SPECIFICATIONS RED-LINED AS-BUILT DRAWINGS AND SPECIFICATIONS 3.2. O&M MANUALS O&M MANUALS 3.3. WARRANTIES WARRANTIES AS-BUILT RECORDS THE SUBCONTRACTOR DID MAINTAIN A SET OF AS-BUILT RECORDS (PLANS AND SPECIFICATIONS) IN THE ONSITE PROJECT OFFICE. THE AS-BUILT RECORDS WERE KEPT UP TO DATE THROUGHOUT THE PROJECT WITH THE LATEST AS-BUILT DIMENSIONS AND DETAILS AS APPROVED BY THE ENGINEER AND WAS SUBMITTED TO THE CONTRACTOR AT THE END OF THE PROJECT. THE SUBCONTRACTOR VERIFIED AND RECORD THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIES ENCOUNTERED IN THE FIELD AND RECORD ANY CHANGES TO THE UTILITIES. FINAL PROJECT PAYMENT WAS NOT BE MADE TO THE SUBCONTRACTOR UNTIL RED-LINED AS-BUILT RECORDS WERE SUBMITTED BY THE SUBCONTRACTOR AND APPROVED BY THE CONTRACTOR AND ENGINEER.