ATTACHMENT_2_DRAWINGS.pdf

1. GENERAL

1.1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE

OSHA REGULATIONS.

1.2. THE CONTRACTOR SHALL HAVE A SUPERINTENDENT OR REPRESENTATIVE

ON SITE AT ALL TIMES DURING CONSTRUCTION.

1.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL

CONDITIONS CONTAINED IN PROJECT RELATED PERMITS AND IN

OBTAINING ANY OTHER PERMITS THAT MAY BE REQUIRED.

1.4. CONTRACTOR SHALL CONDUCT FIELD REVIEW AND VERIFY ALL LINES,

LEVELS AND CONDITIONS PRIOR TO BEGINNING OF ANY WORK. SUBMIT

TO CONTRACTING OFFICER A LIST OF IDENTIFIED PROBLEM AREAS.

CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AND COORDINATE

WITH CONTRACTING OFFICER REGARDING THE RELOCATION OF EXISTING

UTILITIES AS NEEDED.

1.5. ALL MATERIALS, REQUIRED FOR THE COMPLETE EXECUTION OF THE

PROJECT, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR

UNLESS OTHERWISE NOTED.

1.6. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY

ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL

ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE

CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,

INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS

REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE

LIMITED TO NORMAL WORKING HOURS.

1.7. EXISTING FACILITIES INCLUDING, BUT NOT LIMITED TO, THE U.S.S.

ARIZONA MEMORIAL, FORD ISLAND FACILITIES, THE PARK, ROADS, WALLS,

FENCES AND STRUCTURES DAMAGED BY CONTRACTOR'S OPERATIONS

SHALL BE RESTORED TO MATCH ORIGINAL CONDITION AND TO THE

SATISFACTION OF THE CONTRACTING OFFICER WITHOUT ADDITIONAL

COST TO THE GOVERNMENT.

1.8. NATIONAL PARK SERVICE POINTS OF CONTACT

CONTRACTING OFFICER:

JOHN O'DELL

NATIONAL PARK SERVICE

300 ALA MOANA BLVD., BOX 50165, ROOM 6-226

HONOLULU, HI 96850

(808) 541-2693 X740

JOHN_ODELL@NPS.GOV

PROJECT MANAGER:

SCOTT HENRICKSON, P.E.

NATIONAL PARK SERVICE

909 FIRST AVENUE, SUITE 500

SEATTLE, WA 98104

(206) 220-4258

SCOTT_HENRICKSON@NPS.GOV

PARK SUPERINTENDENT:

PAUL DEPREY

NATIONAL PARK SERVICE, U.S.S. ARIZONA MEMORIAL

1 ARIZONA MEMORIAL PLACE

HONOLULU, HI 96816

(808) 422-2771 X114

PAUL_DEPREY@NPS.GOV

PARK FACILITY MANAGER

NATIONAL PARK SERVICE, U.S.S. ARIZONA MEMORIAL

1 ARIZONA MEMORIAL PLACE

HONOLULU, HI 96816

(808) 422-4492

2. PARK NOTES

2.1. THE CONTRACTOR IS REMINDED THAT THE U.S.S. ARIZONA IS A GRAVE

SITE AND FINAL RESTING PLACE FOR SERVICEMEN WHO DIED ON

DECEMBER 7, 1941.

2.2. THE PROJECT SITE RESIDES WITHIN A NATIONAL PARK THAT ALSO

RESIDES WITHIN AN ACTIVE US NAVAL MILITARY INSTALLATION, THE

PEARL HARBOR NAVAL COMPLEX (PHNC) AND ENVIRONMENTALLY

PROTECTED WATERS OF PEARL HARBOR, HAWAII. U.S. NAVY

RESTRICTIONS MAY APPLY TO SITE ACCESS SUCH AS FORD ISLAND,

NAVIGATION THROUGH THE WATERS OF PEARL HARBOR, AND PASSAGE

BENEATH THE FORD ISLAND DRAWBRIDGE. CONTACT AND COORDINATE

WITH THE U.S. NAVY, U.S. COAST GUARD AND ANY OTHER GOVERNMENT

AGENCY HAVING JURISDICTION OVER THE NAVIGABLE WATERS OF PEARL

HARBOR. FOR U.S. NAVY FACILITY COORDINATION, CALL 808-471-9019.

FOR PORT OPERATIONS, CONTACT BOSN BRIAN ARCHER AT (808)

864-2456. FOR SECURITY CLEARANCES CONTACT LCDR MATTHEW CLARK

AT (808) 590-7686.

2.3. COORDINATE WITH THE CONTRACTING OFFICER ON THE SHUT-DOWN

CLOSURE SCHEDULE OF THE U.S.S. ARIZONA MEMORIAL SITE AS

REQUIRED. THE PARK WILL BE IN CONTINUOUS USE BY THE PUBLIC. THE

CONTRACTOR SHALL COOPERATE FULLY WITH THE NATIONAL PARK

SERVICE U.S.S. ARIZONA MEMORIAL PARK FACILITIES MANAGER.

2.4. BE AWARE THAT THE STRUCTURE OF THE U.S.S. ARIZONA IS A HABITAT

FOR AN ATTENUATED COMMUNITY OF REEF FISH THAT RESIDE ON OR

AROUND THE VESSEL. THE CONTRACTOR SHALL USE EXTREME CAUTION

WHEN WORKING NEAR THE HABITAT TO AVOID DISTURBANCE.

2.5. BE AWARE OF THE PRESENCE OF FUEL OIL ON THE WATER SURFACE

SURROUNDING THE PROJECT LOCATION. FUEL OIL IS CONTINUOUSLY

LEAKING FROM THE WRECK. THE CONTRACTOR SHALL USE ALL

NECESSARY CAUTION TO AVOID IGNITION OF FUEL OIL OR

CONTAMINATION.

2.6. UNFORESEEABLE FIRE, GEO-HAZARD CONDITIONS, HEAVY RAINS,

DISCOVERY OF NEW CULTURAL RESOURCE SITES OR OBJECTS, OR

PRESENCE OF SPECIAL STATUS SPECIES NOT PREVIOUSLY DOCUMENTED

COULD PROMPT CONTRACTING OFFICER TO SUSPEND CONSTRUCTION

ACTIVITIES FOR SAFETY REASONS AT NO COST TO THE GOVERNMENT, OR

THEIR REPRESENTATIVES.

2.7. THE CONTRACTOR SHALL RESTORE DAMAGE CAUSED BY HIS/HER

OPERATIONS TO ORIGINAL CONDITION OR BETTER AT HIS/HER OWN

EXPENSE. ALL RESTORATION WORK IS TO BE DONE IN ACCORDANCE

WITH THE SPECIFICATIONS.

3. CONSTRUCTION

3.1. SOME CONSTRUCTION ELEMENTS WILL REQUIRE PERFORMANCE OF

PRE-CONSTRUCTION CLEARANCE SURVEYS.

3.2. HOURS OF WORK

3.2.1. SEE SPECIFICATIONS.

3.3. HOURS FOR EQUIPMENT DELIVERY

3.3.1. EQUIPMENT DELIVERY, SUPPLY DELIVERY AND SERVICE/FUELING

VEHICLES SHALL ONLY ENTER AND EXIT SITE WORK AREAS BY THE

APPROVED ACCESS ROADS DURING NORMAL WORKING HOURS.

EQUIPMENT DELIVERY, SUPPLY DELIVERY OR SERVICE/FUELING

VEHICLES SHALL ONLY OCCUR BETWEEN 8:00 AM AND 6:00 PM,

MONDAY THROUGH FRIDAY.

3.4. DAILY COMMUNICATIONS

3.4.1. CONTRACTOR SHALL MAINTAIN FREQUENT COMMUNICATIONS, AT

LEAST DAILY, WITH THE ON-SITE CONTRACTING OFFICER OR HIS/HER

AUTHORIZED REPRESENTATIVE TO DISCUSS DETAILS OF

IMPLEMENTATION, ORDER OF WORK, METHODS OF MINIMIZING

ENVIRONMENTAL IMPACTS AND OTHER RELEVANT COMPONENTS OF

CONSTRUCTION. THERE WILL BE COMMUNICATION WITH THE

CONTRACTOR'S ENVIRONMENTAL MONITOR AT LEAST ONCE PER

WEEK EITHER IN A MEETING WITH THE CONTRACTING OFFICER AND

CONTRACTOR REPRESENTATIVE OR INDIRECTLY THROUGH THE

CONTRACTING OFFICER.

3.5. OFF-SITE TRAFFIC RESTRICTIONS AND SITE ACCESS

3.5.1. THE CONTRACTING OFFICER WILL DOCUMENT DESIGNATED ROUTES

AND ENTRY POINTS FOR ACCESS TO THE SITE BY PERSONNEL AND

EQUIPMENT. NO OTHER ROUTE MAY BE USED WITHOUT PRIOR

APPROVAL OF THE CONTRACTING OFFICER. THE CONTRACTOR SHALL

PROVIDE AND MAINTAIN ALL NECESSARY SIGNS, BARRICADES, AND

OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY

PRECAUTIONS FOR THE PROTECTION, CONVEYANCE, AND SAFETY OF

THE PUBLIC.

3.5.2. U.S. NAVY RESTRICTIONS MAY APPLY TO SITE ACCESS THROUGH

FORD ISLAND, PROTECTED WATERS OF PEARL HARBOR, AND/OR

PASSAGE BENEATH THE FORD ISLAND DRAWBRIDGE. CONTACT AND

COORDINATE WITH THE U.S. NAVY AS REQUIRED.

3.6. CLEANING, TRASH, DEBRIS, AND STORAGE

3.6.1. THE SITE SHALL BE KEPT FREE OF TRASH AT ALL TIMES. ALL ITEMS

USED FOR CONSTRUCTION PURPOSES SHALL BE REMOVED FROM

THE SITE AT THE COMPLETION OF CONSTRUCTION.

3.6.2. STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT ON

STREETS WILL NOT BE PERMITTED.

3.6.3. CONSTRUCTION EQUIPMENT, TOOLS, ETC. SHALL NOT BE CLEANED

OR RINSED INTO A STREET, GUTTER OR STORM DRAIN.

3.6.4. A CONTAINED AND COVERED AREA ON-SITE SHALL BE USED FOR

STORAGE OF CEMENT BAGS, PAINTS, FLAMMABLE, OILS, FERTILIZERS,

PESTICIDES, OR ANY OTHER MATERIALS THAT HAVE POTENTIAL FOR

BEING DISCHARGED TO THE STORM DRAIN SYSTEM BY WIND OR IN

THE EVENT OF A MATERIAL SPILL.

3.6.5. ALL TEMPORARY ON-SITE CONSTRUCTION PILES SHALL BE SECURELY

COVERED WITH A TARP OR OTHER DEVICE TO CONTAIN DEBRIS.

3.6.6. CONCRETE TRUCKS AND CONCRETE FINISHING OPERATIONS SHALL

NOT DISCHARGE WASH WATER INTO THE STREET GUTTERS, OR THE

PROTECTED WATERS OF PEARL HARBOR.

3.7. UTILITY LOCATION

3.7.1. LOCATIONS OF ALL EXISTING UTILITIES MAY NOT BE SHOWN OR ARE

SHOWN AS APPROXIMATE ONLY, INCLUDING AN ELECTRICAL AND

COMMUNICATION SUBMARINE CABLE RUNNING BETWEEN FORD

ISLAND AND THE USS ARIZONA MEMORIAL. THE CONTRACTOR SHALL

USE EXTREME CAUTION WHEN WORKING NEAR THE UTILITIES. ANY

AND ALL DAMAGE SHALL BE IMMEDIATELY REPAIRED AND/OR

RESTORED TO ITS ORIGINAL CONDITION BY THE CONTRACTOR AT

HIS/HER EXPENSE. UTILITIES INCLUDE, BUT ARE NOT LIMITED TO

ELECTRICAL, SEWER, WATER, AND COMMUNICATION.

3.7.2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY

LOCATION, DEPTH AND HEIGHT. THEIR VERIFICATION SHALL BE

COORDINATED BY THE CONTRACTOR WITH THE APPROPRIATE

UTILITY COMPANY. THE CONTRACTOR SHALL COOPERATE WITH

UTILITY OWNERS TO EXPEDITE THE RELOCATION OR ADJUSTMENT OF

THEIR UTILITIES TO MINIMIZE INTERRUPTION OF SERVICE AND

DUPLICATION OF WORK. THE CONTRACTOR SHALL EXERCISE CARE

WHEN WORKING NEAR EXISTING UTILITIES AND SHALL BE

RESPONSIBLE FOR ALL DAMAGE, BREAKS AND/OR LEAKS. IF DAMAGE

OCCURS, THE CONTRACTOR SHALL REPAIR UTILITY AT NO

ADDITIONAL EXPENSE TO THE GOVERNMENT.

3.8. PROPOSED MODIFICATIONS TO PLANS OR SPECIFICATIONS

3.8.1. ANY DEVIATIONS FROM PLANS AND SPECIFICATIONS NEEDS TO BE

COMPLETED AND/OR APPROVED BY DESIGN ENGINEER AND

CONTRACTING OFFICER PRIOR TO IMPLEMENTATION.

3.8.2. SHOULD DISCREPANCIES EXIST BETWEEN ANY ACTUAL ELEVATIONS

OR HORIZONTAL POSITIONS AND THESE PLANS, THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER.

4. PERMITTING

4.1. COMPLIANCE WITH REGULATORY PERMITS

4.1.1. THE CONTRACTOR SHALL COMPLETELY REVIEW, BE FAMILIAR WITH

AND ADHERE TO THE TERMS OF ALL PERMITS AND AGENCY

APPROVALS FOR THIS PROJECT. THE CONTRACTING OFFICER WILL

BE RESPONSIBLE FOR SECURING AND PROVIDING THE SECTION 10

PERMIT: U.S. ARMY CORPS OF ENGINEERS. COPIES OF ALL PERMITS

ARE AVAILABLE FROM THE CONTRACTING OFFICER AND WILL REMAIN

AT THE PROJECT SITE THROUGHOUT THE DURATION OF

CONSTRUCTION.

4.2. COMPLIANCE WITH COUNTY AND STATE PERMITS

4.2.1. CONTRACTOR IS RESPONSIBLE FOR ACQUISITION OF AND

COMPLIANCE WITH ANY RELEVANT COUNTY OR STATE PERMITS AS

NEEDED FOR THE PROPOSED CONSTRUCTION ACTIVITIES INCLUDING,

BUT NOT LIMITED TO, TRAFFIC AND ENCROACHMENT PERMITS

RELATED TO THE DELIVERY AND HAULING OF CONSTRUCTION

EQUIPMENT AND MATERIALS, AND TRAFFIC CONTROL MEASURES

(TRAFFIC SAFETY PLAN). THE CONTRACTOR MUST FOLLOW ALL

PERTINENT REQUIREMENTS FOR HAULING LARGE VEHICLES OR

EQUIPMENT TO THE PROJECT SITE. IF A COUNTY, STATE, OR CITY

ROAD IS USED FOR HEAVY EQUIPMENT TRANSPORT OR WIDE LOADS,

PERTINENT CLEARANCES MUST BE OBTAINED.

5. ENVIRONMENTAL

5.1. AIR QUALITY AND CONSTRUCTION NOISE RESTRICTIONS

5.1.1. THE CONTRACTOR AT HIS/HER OWN EXPENSE SHALL KEEP THE

PROJECT AREA AND SURROUNDING AREAS FREE FROM DUST

NUISANCE. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR

POLLUTION STANDARDS AND REGULATIONS OF THE STATE OF

HAWAII, DEPARTMENT OF HEALTH. THE STATE SHALL INDICATE

SUPPLEMENTARY MEASURES IF REQUIRED.

5.1.2. THE CONTRACTOR SHALL IMPLEMENT MEASURES TO REDUCE

CONSTRUCTION NOISE INCLUDING: ENSURING THAT ALL

CONSTRUCTION EQUIPMENT HAS SOUND-CONTROL DEVICES AT

LEAST AS EFFECTIVE AS THOSE ORIGINALLY SUPPLIED BY THE

MANUFACTURER AND THAT NO EQUIPMENT WITH AN UNMUFFLED

EXHAUST IS OPERATED; LIMITING CONSTRUCTION ACTIVITIES TO

SPECIFIED TIMES; AND PROHIBITING UNNECESSARY WARMING UP,

IDLING, OR ENGINE REVVING OF GAS OR DIESEL POWERED

EQUIPMENT OR VEHICLES.

5.1.3. THE CONTRACTOR SHALL REFER TO CHAPTER 46 PUBLIC HEALTH

REGULATIONS, DEPARTMENT OF HEALTH, STATE OF HAWAII,

"COMMUNITY NOISE CONTROL" IN WHICH MAXIMUM ALLOWABLE

NOISE LEVELS HAVE BEEN SET. IF THE CONSTRUCTION ACTIVITIES

FOR THIS PROJECT WILL EXCEED THE ALLOWABLE NOISE LEVELS,

THE CONTRACTOR WILL BE REQUIRED TO OBTAIN A PERMIT FROM

THE DIRECTOR OF PUBLIC HEALTH. THE CONTRACTOR SHALL OBTAIN

A COPY OF CHAPTER 46 AND BECOME FAMILIAR WITH THE NOISE

LEVEL RESTRICTIONS AND THE PROCEDURES FOR OBTAINING A

PERMIT FOR CONSTRUCTION ACTIVITIES. APPLICATION AND

INFORMATION ON VARIANCES ARE AVAILABLE AT THE

ENVIRONMENTAL HEALTH SERVICES DIVISION, 591 ALA MOANA BLVD.,

HONOLULU, HI 96813 OR BY TELEPHONE (808) 586-4700.

5.2. CONTAMINATION PREVENTION RESTRICTIONS

5.2.1. THE CONTRACTOR SHALL TAKE PREVENTATIVE MEASURES TO AVOID

ANY SPILLS OR LEAKS ON THE SITE FROM PETROLEUM PRODUCTS.

THE CONTRACTOR SHALL PREPARE A SPILL PREVENTION AND

RESPONSE PLAN THAT WILL BE APPROVED BY THE CONTRACTING

OFFICER AND CONTRACTOR'S ENVIRONMENTAL MONITOR, AS WELL

AS LEAD AGENCIES. THIS SHALL BE IMPLEMENTED AND ADHERED TO

BY THE CONTRACTOR. AT A MINIMUM, THIS PLAN SHALL REQUIRE

THAT STAGING, STORAGE, AND REFUELING AREAS AND ANY

EQUIPMENT REPAIR OR SIMILAR ACTIVITY TAKE PLACE WHEN

EQUIPMENT IS AT LEAST 100-FEET FROM ANY HARBOR, WETLAND,

DITCH, POND, OR FENCED SENSITIVE AREA. REFUELING SHALL ONLY

OCCUR IN AREAS APPROVED BY THE CONTRACTING OFFICER OR

CONTRACTOR'S ENVIRONMENTAL MONITOR. STAGING AND STORAGE

AREAS SHALL OCCUR ONLY IN DESIGNATED AREAS: ANY STAGING OR

STORAGE IN WETLANDS OR OTHER SENSITIVE HABITATS WILL

REQUIRE PRIOR APPROVAL FROM THE CONTRACTING OFFICER OR

CONTRACTOR'S ENVIRONMENTAL MONITOR. PROTECTIVE TARPS

SHALL BE USED DURING REFUELING OR EQUIPMENT REPAIR. THE

CONTRACTOR SHALL INSPECT AND FULLY CLEAN UP ANY SUCH

LEAKS OR SPILLS THAT OCCUR ON THE SITE.

5.3. CULTURAL RESOURCE RESTRICTIONS

5.3.1. IF ANY ITEMS OF POTENTIAL CULTURAL OR ARCHEOLOGICAL

SIGNIFICANCE ARE ENCOUNTERED DURING EXCAVATION

OPERATIONS, CONSTRUCTION WITHIN THIS AREA SHALL BE HALTED

IMMEDIATELY, AND THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER.

5.4. WATER POLLUTION AND RESTRICTIONS

5.4.1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE

WITH THE APPLICABLE PROVISIONS OF THE WATER QUALITY AND

WATER POLLUTION CONTROL STANDARDS CONTAINED IN THE HAWAII

ADMINISTRATIVE RULES, TITLE 11, CHAPTER 54, "WATER QUALITY

STANDARDS" AND TITLE 11, CHAPTER 55, "WATER POLLUTION

CONTROL", AS WELL AS CHAPTER 14 OF THE REVISED ORDINANCES

OF HONOLULU 1990, AS AMENDED. BEST MANAGEMENT PRACTICES

SHALL BE EMPLOYED AT ALL TIMES DURING CONSTRUCTION.

GENERAL NOTES

6. BEST MANAGEMENT PRACTICE NOTES (NOAA)

6.1. CONSTANT VIGILANCE SHALL BE KEPT FOR THE PRESENCE OF

ENDANGERED SPECIES ACT (ESA)-LISTED MARINE SPECIES INCLUDING

HAWAIIAN GREEN SEA TURTLE, MONK SEAL, LEATHERBACK TURTLE,

CORALS, DURING WATER ACTIVITIES SUCH AS BOAT OPERATIONS, TESTING

THE NEW DOCK, DIVING, INSTALLATION AND TESTING OF NEW MOORING

BLOCKS, AND REMOVAL OF EXISTING DOCK ANCHOR CHAINS. VIGILANCE

SHALL INCLUDE SURVEYS OF THE WATER SURFACE AND UNDERWATER

(DIVING) IN AREAS OF WATER ACTIVITIES.

6.1.1. THE CONTRACTOR SHALL DESIGNATE ONE (1) COMPETENT OBSERVER

TO SURVEY THE AREAS ADJACENT TO THE WATER ACTIVITIES FOR

ESA-LISTED MARINE SPECIES. THE CONTRACTOR'S COMPETENT

OBSERVER SHALL RECEIVE ORIENTATION FROM NPS AT THE

PRECONSTRUCTION CONFERENCE.

6.1.2. SURVEYS SHALL BE MADE PRIOR TO THE START OF WORK EACH DAY IN

WHICH WATER ACTIVITIES ARE SCHEDULED, AND PRIOR TO

RESUMPTION OF WORK FOLLOWING ANY BREAK OF MORE THAN ONE

HALF HOUR. PERIODIC ADDITIONAL SURVEYS THROUGHOUT THE WORK

DAY ARE STRONGLY RECOMMENDED.

6.1.3. ALL WORK SHALL BE POSTPONED OR HALTED WHEN ESA-LISTED

MARINE SPECIES ARE WITHIN 100 FEET OF THE PROPOSED WORK, AND

SHALL ONLY BEGIN/RESUME AFTER THE ANIMALS HAVE VOLUNTARILY

DEPARTED THE AREA. IF ESA-LISTED MARINE SPECIES ARE NOTICED

WITHIN 100 FEET AFTER WORK HAS ALREADY BEGUN, THAT WORK MAY

CONTINUE ONLY IF, IN THE BEST JUDGMENT OF THE CONTRACTOR, THE

ACTIVITY WOULD NOT ADVERSELY AFFECT THE ANIMAL(S). FOR

EXAMPLE; DIVERS PERFORMING SURVEYS OR LIGHT UNDERWATER

WORK WOULD LIKELY BE PERMISSIBLE, BUT OPERATION OF HEAVY

EQUIPMENT IS NOT.

6.1.4. CONTRACTOR SHALL VERIFY THAT ESA-LISTED MARINE ANIMALS ARE

NOT IN THE AREA AROUND THE WATER ACTIVITIES, OR WHERE

EQUIPMENT OR MATERIAL IS EXPECTED TO CONTACT THE SUBSTRATE

BEFORE THAT EQUIPMENT/MATERIAL MAY ENTER THE WATER.

6.1.5. ALL OBJECTS WILL BE PLACED IN THE WATER AND/OR LOWERED TO THE

BOTTOM IN A CONTROLLED MANNER. THIS CAN INCLUDE THE USE OF

BUOYANCY CONTROLS SUCH AS LIFT BAGS, OR THE USE OF CRANES,

WINCHES, OR OTHER EQUIPMENT THAT AFFECT POSITIVE CONTROL

OVER THE RATE OF DESCENT.

6.1.6. THIRTY (30) CALENDAR DAYS PRIOR TO CONTRACTOR REMOVING

EXISTING DOCK STRUCTURES AND EXISTING MOORING CHAINS FROM

THE WATER FOR UPLAND DISPOSAL, THE CONTRACTOR SHALL

CONFIRM WITH NPS THAT MARINE GROWTH ATTACHED TO THESE

STRUCTURES HAVE BEEN REMOVED AND RELOCATED PER

INSTRUCTIONS FROM NMFS HABITAT CONSERVATION DIVISION.

6.1.7. WHEN PILOTING VESSELS, VESSEL OPERATORS SHALL ALTER COURSE

TO REMAIN AT LEAST 100 YARDS FROM WHALES, AND AT LEAST 50

YARDS FROM OTHER MARINE MAMMALS AND SEA TURTLES.

6.1.8. REDUCE VESSEL SPEED TO 10 KNOTS OR LESS WHEN PILOTING

VESSELS AT OR WITHIN THE RANGES DESCRIBED ABOVE FROM MARINE

MAMMALS AND SEA TURTLES. CONTRACTOR SHALL BE VIGILANT TO

WATCH FOR TURTLES AT OR NEAR THE SURFACE IN AREAS OF KNOWN

OR SUSPECTED TURTLE ACTIVITY, AND IF PRACTICABLE, REDUCE

VESSEL SPEED TO 5 KNOTS OR LESS.

6.1.9. IF DESPITE EFFORTS TO MAINTAIN THE DISTANCES AND SPEEDS

DESCRIBED ABOVE, A MARINE MAMMAL OR TURTLE APPROACHES THE

VESSEL, PUT THE ENGINE IN NEUTRAL UNTIL THE ANIMAL IS AT LEAST 50

FEET AWAY, AND THEN SLOWLY MOVE AWAY TO THE PRESCRIBED

DISTANCE.

6.1.10. MARINE MAMMALS AND SEA TURTLES SHALL NOT BE ENCIRCLED OR

TRAPPED BETWEEN MULTIPLE VESSELS OR BETWEEN VESSELS AND

THE SHORE.

6.1.11. DO NOT ATTEMPT TO FEED, TOUCH, RIDE, OR OTHERWISE

INTENTIONALLY INTERACT WITH ANY ESA-LISTED MARINE SPECIES.

6.2. NO CONTAMINATION OF THE MARINE ENVIRONMENT SHALL RESULT FROM

PROJECT-RELATED ACTIVITIES.

6.2.1. A CONTINGENCY PLAN TO CONTROL TOXIC MATERIALS IS REQUIRED.

6.2.2. APPROPRIATE MATERIALS TO CONTAIN AND CLEAN POTENTIAL SPILLS

SHALL BE STORED AT THE WORK SITE, AND BE READILY AVAILABLE.

6.2.3. ALL PROJECT-RELATED MATERIALS AND EQUIPMENT PLACED IN THE

WATER SHALL BE FREE OF POLLUTANTS.

6.2.4. THE CONTRACTOR SHALL PERFORM DAILY PRE-WORK EQUIPMENT

INSPECTIONS FOR CLEANLINESS AND LEAKS. ALL HEAVY EQUIPMENT

OPERATIONS SHALL BE POSTPONED OR HALTED SHOULD A LEAK BE

DETECTED, AND SHALL NOT PROCEED UNTIL THE LEAK IS REPAIRED

AND EQUIPMENT CLEANED. SEE SECTION 01 11 40 FOR SPILL CLEAN UP

AND SECTION 01 50 00 FOR EQUIPMENT CLEANING.

6.2.5. FUELING OF LAND-BASED VEHICLES AND EQUIPMENT SHALL TAKE

PLACE AT LEAST 50 FEET AWAY FROM THE WATER, PREFERABLY OVER

AN IMPERVIOUS SURFACE. FUELING OF VESSELS SHALL BE DONE AT

APPROVED FUELING FACILITIES.

6.2.6. A PLAN SHALL BE DEVELOPED TO PREVENT DEBRIS AND OTHER

WASTES FROM ENTERING OR REMAINING IN THE MARINE ENVIRONMENT

DURING THE PROJECT.

6.2.7. CONTRACTOR SHALL DEVELOP AND MAINTAIN RECORDS OF

OBSERVATIONS OF PROTECTED SPECIES OBSERVED IN THE PROJECT

AREAS FOR THE DURATION OF IN-WATER ACTIVITIES SHALL BE

MAINTAINED AND SUBMITTED BY EMAIL TO CO AND COR AT THE CLOSE

OF IN-WATER ACTIVITIES.

6.2.8. CONTRACTOR SHALL IMMEDIATELY NOTIFY CO, COR AND MR. DON

HUBNER OF NOAA FISHERIES AT 808-725-5145 IF: 1) A KILL OR

HARASSING OCCURS; 2) NEW INFORMATION REVEALS EFFECTS OF THE

ACTION HAVE AFFECTED LISTED SPECIES IN A MANNER OR TO AN

EXTENT NOT PREVIOUSLY EVALUATED; 3) IF THE ACTION IS

SUBSEQUENTLY MODIFIED AND CAUSES EFFECTS TO LISTED SPECIES

IN A MANNER OR TO AN EXTENT NOT PREVIOUSLY CONSIDERED OR

EVALUATED; OR 4) A NEW SPECIES IS LISTED OR CRITICAL HABITAT IS

DESIGNATED THAT MAY BE AFFECTED BY THE AUTHORIZED WORK.

USS ARIZONA

MEMORIAL

EXISTING FLOATING DOCK

EXISTING BRIDGE TO MEMORIAL

EXISTING DOCK ANCHOR #6

EXISTING DOCK ANCHOR #5

EXISTING DOCK ANCHOR #4

EXISTING DOCK ANCHOR #1

EXISTING DOCK ANCHOR #2

EXISTING DOCK ANCHOR #3

SHEET NOTES

1. SOILS INVESTIGATION REPORT PREPARED BY HIRATA & ASSOCIATES,

ENTITLED "SOILS INVESTIGATION REPLACE USS ARIZONA MEMORIAL

DOCK AND RAMP, PMIS #175579, WORLD WAR II VALOR IN THE PACIFIC

NATIONAL MONUMENT, OAHU", W.O. 12-5399, APRIL 12, 2013.

2. SEE SHEET B1.2 FOR GEOTECHNICAL BORING LOGS.

3. TOPOGRAPHIC SURVEY AND BATHYMETRY PREPARED BY

CONTROLPOINT SURVEYING, INC., 9/25/2012.

4. NAVFAC PACIFIC HAS SAMPLED AND TESTED SEDIMENTS IN THE VICINITY

OF THE USS ARIZONA MEMORIAL. TESTING HAS DETERMINED THE

SEDIMENTS HAVE THE POTENTIAL TO CONTAIN PCBS AND SELENIUM IN

EXCESS OF THE CURRENT ACTION LIMITS. WORKERS WHO COME IN

CONTACT WITH SEDIMENT SHOULD USE PROPER HEALTH AND SAFETY

PRECAUTIONS, INCLUDING WASHING HANDS BEFORE EATING AND

DRINKING TO REDUCE INGESTION OF CONSTITUENTS IN SEDIMENT.

LEGEND

APPROXIMATE LOCATION AND IDENTIFICATION OF BORINGS

B1

B1

B2

EXISTING DOCK ANCHOR BLOCK (TYPICAL)

EXISTING DOCK ANCHOR CHAIN

(TYPICAL)

TRUE NORTH

SHEET NOTES

1. BORING LOGS REPRODUCED FROM SOILS INVESTIGATION REPORT

PREPARED BY HIRATA & ASSOCIATES, ENTITLED "SOILS INVESTIGATION

REPLACE USS ARIZONA MEMORIAL DOCK AND RAMP, PMIS #175579,

WORLD WAR II VALOR IN THE PACIFIC NATIONAL MONUMENT, OAHU", W.O.

12-5399, APRIL 12, 2013.

LEGEND

* "VAR" INDICATES THAT DETAIL IS REFERENCED FROM MULTIPLE DWGS

SECTION IDENTIFICATION

DETAIL IDENTIFICATION

LEGENDABBREVIATIONS

Ø DIAMETER

AB AGGREGATE BASE

ABDN ABANDONED

AC ACRE, ASPHALT CONCRETE

ACM ASBESTOS CONTAINING MATERIAL

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ASB AGGREGATE SUBBASE

ASPH ASPHALT

BC BEGIN CURVE

BFP BACK FLOW PREVENTER

BLDC BUILDING CORNER

BLDG BUILDING

BMP BEST MANAGEMENT PRACTICES

BOD BOTTOM OF DOCK

BOL BOLLARD

BSW, BW BACK OF SIDEWALK

BVC BEGIN VERTICAL CURVE

C CONCRETE OR CIVIL

CB CATCH BASIN

C&G CURB AND GUTTER

CG&S/W CURB, GUTTER & SIDEWALK

CI CAST IRON OR CURB INLET

CIP CAST IRON PIPE

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CO CLEAN OUT

CONC CONCRETE

CONF CONFORM TO EXISTING

CONST CONSTRUCTION OR CONSTRUCT

CU CUBIC

CY CUBIC YARD

D= DELTA (CURVE)

DBE DESIGN BUILD ENTITY

DCDA DOUBLE CHECK DETECTOR ASSEMBLY

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIP DUCTILE IRON PIPE

DOM DOMESTIC

DW DOMESTIC WATER

DWG DRAWING

E EAST, ELECTRIC

EC END CURVE

EL, ELEV ELEVATION

EP EDGE OF PAVEMENT

EVA EMERGENCY VEHICLE ACCESS

EX EXISTING

EXIST, (E) EXISTING

F/C,FC FACE OF CURB

FD FOUND

FDC FIRE DEPARTMENT CONNECTION

FF,FFE FINISHED FLOOR ELEVATION

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE

FOUND FOUNDATION

FS FINISHED SURFACE

FT FOOT, FEET

FW FIRE WATER

G GAS, GROUND ELEVATION

GB GRADE BREAK

GI GALVANIZED IRON

GRD, G GROUND

GV GATE VALVE

HCR HANDICAP ACCESSIBLE RAMP

HMA HOT MIX ASPHALT

HT HEIGHT

HP HIGH POINT

INV INVERT

INST INSTALL

JP JOINT POLE

JT JOINT TRENCH

L LEFT

L= LENGTH (CURVE)

LIP LIP OF GUTTER

LP LIGHT POLE, LOW POINT

LS LANDSCAPE

LSA LANDSCAPE ARCHITECT

MAX MAXIMUM

MEP MECHANICAL/ELECTRICAL/PLUMBING

MH MANHOLE

MIN MINIMUM

MON MONUMENT

MPVC MIDPOINT OF VERTICAL CURVE

MSL MEAN SEA LEVEL

N NORTH

(N) NEW

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

O.R. OFFICIAL RECORDS

P PAVEMENT ELEVATION

PA PLANTER AREA

PCC POINT OF COMPOUND CURVATURE

PORTLAND CEMENT CONCRETE

PED PEDESTRIAN

PH POTHOLE

PID POINT ID

PIV POST INDICATOR VALVE

PL PROPERTY LINE

PM PARKING METER

PMH POWER MANHOLE

POC POINT ON CURVE

POI POINT OF INTERSECTION

PP POWER POLE

PRC POINT OF REVERSE CURVATURE

PRUE PRIVATE UTILITY EASEMENT

PT POINT OF TANGENCY

PUE PUBLIC UTILITY EASEMENT

PVC POLYVINYL CHLORIDE PIPE

R RIGHT

R= RADIUS (CURVE)

RC RELATIVE COMPACTION

RCP REINFORCED CONCRETE PIPE

RP RADIUS POINT

RPPA REDUCED PRESSURE PRINCIPLE

ASSEMBLY

R/W, ROW RIGHT OF WAY

S SOUTH, SLOPE

S.A.D. SEE ARCHITECTURAL DRAWINGS

SB SEDIMENT BASIN

SD STORM DRAIN

SDI STORM DRAIN INLET

SDMH STORM DRAIN MANHOLE

S.E.D. SEE ELECTRICAL DRAWINGS

SF SILT FENCE

SG SUBGRADE

SHLDR SHOULDER

SL STREETLIGHT

S.L.D. SEE LANDSCAPE DRAWINGS

SMH SIGNAL MANHOLE

S.P.D. SEE PLUMBING DRAWINGS

SS SANITARY SEWER

SSCO SANITARY SEWER CLEANOUT

STA STATION

STD STANDARD

S/W SIDEWALK

T TELEPHONE

TC TOP OF CURB

TD TRENCH DRAIN

TFC TOP FACE OF CURB

TOD TOP OF DOCK

TOE TOE OF SLOPE

TS TOP OF SLAB

TW,TOW TOP OF WALL

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

U/G UNDERGROUND

VC VERTICAL CURVE

W WEST, WATER

WM WATER METER

WV WATER VALVE

WWF WELDED WIRE FABRIC

W/ WITH

YDS YARDS

ANNOTATION

IRRIGATION BOX

GAS METER

GAS VALVE

WATER METER

WATER VALVE

WATER VALVE

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION

WATER TAPPING SADDLE

SEWER MANHOLE

SEWER CLEANOUT

SEWER LAMP HOLE

SEWER VENT

STORM DRAIN MANHOLE

CATCH BASIN

CURB INLET

DRAINAGE INLET

STORM DRAIN CLEANOUT

RAIN WATER LEADER

ELECTRIC VAULT COVER

ELECTRIC PULLBOX

TELEVISION PULLBOX

TELEPHONE PULLBOX

HIGH VOLTAGE ELECTRIC

TELEPHONE MANHOLE

POWER POLE

GUY WIRE & ANCHOR

JOINT POLE WITH (2) RISERS

JOINT POLE

STREET LIGHT

ELECTROLIER

TRAFFIC SIGNAL

TRAFFIC SIGNAL

PEDESTRIAN LIGHT

PEDESTRIAN PUSH BUTTON

CROSSWALK DETECTOR

STREET LIGHT PULLBOX

SIGN (AS NOTED)

WHEELCHAIR RAMP

6" CURB & GUTTER

EDGE OF AC PAVEMENT

6" VERTICAL CURB

OVERHEAD WIRES

OVERHEAD ELECTRIC WIRES

OVERHEAD TELEPHONE WIRES

UNDERGROUND ELECTRIC LINE

ELECTRIC LINE

STREET LIGHT CONDUIT

GAS LINE

SANITARY SEWER LINE

STORM DRAIN LINE

TELEPHONE LINE

TELEVISION LINE

WATER LINE

FIRE WATER MAIN

DOMESTIC WATER MAIN

CHILLED WATER RETURN

CHILLED WATER SUPPLY

HOT WATER SUPPLY

HOT WATER RETURN

STEAM LINE

SOFT WATER MAIN

CONDENSATE RETURN

MEDICAL AIR

IRRIGATION LINE

TRENCH DRAIN

METAL BEAM GUARD RAIL

SILT FENCE

CHAIN LINK FENCE

FLOW LINE

CONTOUR ELEVATION LINE

CENTER LINE

EXISTING PROPERTY LINE

MONUMENT LINE

EXISTING EASEMENT LINE

FINISH GRADE

SURFACE DRAINAGE SLOPE

SPOT ELEVATION

SYMBOLS

SECTION INDICATOR

SHEET NUMBER ON WHICH

SECTION WAS TAKEN

SECTION LETTER

SHEET NUMBER ON WHICH

SECTION APPEARS

DETAIL NUMBER

SHEET NUMBER ON WHICH

DETAIL WAS TAKEN *

DETAIL NUMBER

SHEET NUMBER ON WHICH

DETAIL APPEARS

SURVEYOR NOTES

BATHYMETRIC SURVEY

MULTI-BEAM BATHYMETRIC SURVEY PREPARED BY SEA ENGINEERING, INC.

VERTICAL DATUM IS MEAN SEA LEVEL REFERENCED TO CORNER OF PIER

LOCATED APPROXIMATELY N 71,394.96, E 1,656,673.12, ELEVATION = 10.525'.

HORIZONTAL DATUM IS HAWAII STATE PLANE COORDINATE SYSTEM, NAD 83,

ZONE 3, U.S. FEET.

SOUNDINGS REPRESENTED IN U.S. SURVEY FEET.

BATHYMETRIC DATA IS VALID ONLY WITHIN THE TIME IN WHICH IT WAS

COLLECTED.

STANDARD FIELD CALIBRATION PROCEDURES WERE PERFORMED.

EQUIPMENT: SURVEY VESSEL - 25-FOOT WHALER.

TOPOGRAPHIC SURVEY

TOPOGRAPHIC SURVEY PREPARED BY CONTROLPOINT SURVEYING, INC.,

SEPTEMBER /25, 2012.

ELEVATIONS ARE REFERRED TO STATION "BOB", BRASS DISK, LOCATED ON

FORD ISLAND ON NORTHERLY CORNER OF NORTHWEST DOCK AT OPPOSITE

END FROM THE U.S.S. UTAH, ELEV.=9.01 FT., MSL (PEARL HARBOR NAD 83

CONTROLS).

AZIMUTHS AND COORDINATES ARE REFERRED TO HAWAII STATE PLANE

COORDINATE SYSTEM, NAD 83, ZONE 3, U.S. FEET.

TRUE NORTH

EXISTING U.S.S. ARIZONA MEMORIAL

EXISTING FLOATING DOCK

F O R D I S L A N D

P E A R L H A R B O R

PROJECT SITE

STAGING AREA

SEE SHEET C1.3.1

SHEET NOTES

1. SECURITY PASSES FOR ACCESS TO NAVY PROPERTY SHALL BE IN

ACCORDANCE WITH SPECIFICATION SECTION 01 11 41 .

PEARL HARBOR VISITOR CENTER

U.S.S. ARIZONA MEMORIAL

TRUE NORTH

BOAT LAUNCH RAMP

CONSTRUCTION STAGING SITE

ACCESS ROUTE

ACCESS ROUTE

EXISTING DOCK ANCHOR CHAIN (TYPICAL)

EXISTING DOCK ANCHOR (TYPICAL)

U.S.S. ARIZONA

MEMORIAL

EXISTING FLOATING DOCK

EXISTING ACCESS BRIDGE TO MEMORIAL

EXISTING DOCK ANCHOR #6

EXISTING DOCK ANCHOR #5

(NOT SHOWN)

EXISTING DOCK ANCHOR #4

EXISTING DOCK ANCHOR #1

EXISTING DOCK ANCHOR #2

(NOT SHOWN)

EXISTING DOCK ANCHOR #3

DISPOSAL NOTES

1. REMOVE AND DISPOSE OF EXISTING ACCESS BRIDGE CONNECTING U.S.S.

ARIZONA MEMORIAL TO EXISTING FLOATING DOCK.

2. PROVIDE ADEQUATE STATION KEEPING FOR EXISTING FLOATING DOCK.

REMOVE AND DISPOSE OF EXISTING ANCHOR CHAINS FROM EXISTING

DOCK ANCHORS AND EXISTING FLOATING DOCK.

3. REMOVE AND PROPERLY DISPOSE OF EXISTING FLOATING DOCK, RAMPS,

UTILITIES AND APPURTENANCES FROM LOCATION.

4. CONTRACTOR SHALL DISCONNECT ELECTRICAL SERVICE TO EXISTING

DOCK AND REMOVE CONDUIT AND OTHER ITEMS.

5. EXISTING DOCK ANCHORS ARE TO BE ABANDONED IN PLACE. EXISTING

DOCK ANCHORS AS SHOWN ARE APPROXIMATE IN SIZE AND ASSUMED

LOCATIONS. CONTRACTOR SHALL VERIFY IN THE FIELD AS NECESSARY.

GENERAL SHEET NOTE

1. DO NOT DISTURB THE U.S.S. ARIZONA HULL, NEARBY WRECKAGE, OR

OCEAN BOTTOM THAT SUPPORTS THE SHIP.

2. DO NOT DISTURB EXISTING U.S.S. ARIZONA MEMORIAL.

3. THE LINE AS SHOWN DEPICTING AN EDGE OF THE U.S.S. ARIZONA IS AN

APPROXIMATION OF THE HULL AS IT APPEARS IN THE BATHYMETRY

SOUNDING IMAGE AS TAKEN ON AN UNKNOWN DATE OF THE SURVEY. THE

ACTUAL EDGE OF THE HULL AT THE MUDLINE MAY DIFFER AND

ADDITIONAL DEBRIS MAY BE PRESENT AND NOT APPEAR IN THE

TOPOGRAPHIC AND BATHYMETRIC SURVEY.

TRUE NORTH DOCKING DOCK

NORTH

U.S.S. ARIZONA HULL

U.S.S. ARIZONA HULL

APPROXIMATE EDGE OF U.S.S. ARIZONA HULL

SEE NOTE 3

NEW DOCK ANCHOR CHAIN (TYPICAL)

NEW DOCK ANCHOR (TYPICAL)

USS ARIZONA

MEMORIAL

FLOATING DOCK

SEE DRAWINGS S2.1 AND S2.2

ACCESS BRIDGE

SEE DRAWING S4.1

CORNER FLOATING DOCK

N 71916.45

E 1657559.33

CORNER FLOATING DOCK

N 71933.07

E 1657548.20

CORNER FLOATING DOCK

N 71874.65

E 1657460.95

CORNER FLOATING DOCK

N 71858.04

E 1657472.08

DAVIT

BID OPTION

TRUE NORTH DOCKING DOCK

NORTH

U.S.S. ARIZONA HULL

U.S.S. ARIZONA HULL

EXISTING DOCK ANCHOR

(TYPICAL 6 PLACES)

FIRE EXTINGUISHER (20-BC)

IN RED FIBERGLASS CABINET

MOUNTED TO RAMP

FIRE EXTINGUISHER (20-BC)

IN RED FIBERGLASS CABINET

MOUNTED TO RAILING

APPROXIMATE EDGE OF U.S.S. ARIZONA HULL

SEE NOTE 1

GENERAL SHEET NOTE

1. THE LINE AS SHOWN DEPICTING AN EDGE OF THE U.S.S. ARIZONA IS AN

APPROXIMATION OF THE HULL AS IT APPEARS IN THE BATHYMETRY

SOUNDING IMAGE AS TAKEN ON DATE OF THE SURVEY. THE ACTUAL EDGE

OF THE HULL AT THE MUDLINE MAY DIFFER AND ADDITIONAL DEBRIS MAY

BE PRESENT AND NOT APPEAR IN THE TOPOGRAPHIC AND BATHYMETRIC

SURVEY.

2. CONTRACTOR MAY ADJUST NEW ANCHOR ANGULAR LOCATION UP TO ± 15

DEGREES TO AVOID EXISTING ANCHOR LOCATIONS. A SYMMETRICAL

INSTALLATION LAYOUT ABOUT THE DOCK TRANSVERSE

(BRIDGE/MEMORIAL CENTERLINE) AND LONGITUDINAL AXIS IS PREFERRED.

CENTER NEW ANCHOR #1

N 71988.53

E 1657570.61

CENTER NEW ANCHOR #2

N 71968.65

E 1657593.00

CENTER NEW ANCHOR #3

N 71894.74

E 1657614.93

CENTER NEW ANCHOR #6

N 71875.06

E 1657401.14

CENTER NEW ANCHOR #5

N 71846.79

E 1657411.00

CENTER NEW ANCHOR #4

N 71798.36

E 1657470.98

MANWAY DECK HATCH

NEW DOCK ANCHOR CHAIN

NEW DOCK ANCHOR (TYPICAL)

USS ARIZONA

MEMORIAL

FLOATING DOCK

SEE DRAWINGS S3.1 AND S3.2

ACCESS BRIDGE

SEE DRAWING S4.1

CORNER FLOATING DOCK

N 71926.75

E 1657574.70

CORNER FLOATING DOCK

N 71943.36

E 1657563.57

CORNER FLOATING DOCK

N 71864.36

E 1657445.58

CORNER FLOATING DOCK

N 71847.74

E 1657456.71

142'-0"

DAVIT

BID OPTION

TRUE NORTH DOCKING DOCK

NORTH

EXISTING DOCK ANCHOR

(TYPICAL 6 PLACES)

FIRE EXTINGUISHER (20-BC)

IN RED FIBERGLASS CABINET

MOUNTED TO RAMP

FIRE EXTINGUISHER (20-BC)

IN RED FIBERGLASS CABINET

MOUNTED TO RAILING

APPROXIMATE EDGE OF U.S.S. ARIZONA HULL

SEE NOTE 1

CENTER NEW ANCHOR #1

N 72002.01

E 1657578.93

CENTER NEW ANCHOR #2

N 72002.01

E 1657578.93

CENTER NEW ANCHOR #3

N 71954.07

E 1657629.47

CENTER NEW ANCHOR #4

N 71926.33

E 1657635.04

CENTER NEW ANCHOR #8

N 71849.26

E 1657366.08

CENTER NEW ANCHOR #7

N 71836.02

E 1657391.26

CENTER NEW ANCHOR #6

N 71807.51

E 1657410.58

CENTER NEW ANCHOR #5

N 71788.73

E 1657444.67

GENERAL SHEET NOTE

1. THE LINE AS SHOWN DEPICTING AN EDGE OF THE U.S.S. ARIZONA IS AN

APPROXIMATION OF THE HULL AS IT APPEARS IN THE BATHYMETRY

SOUNDING IMAGE AS TAKEN ON DATE OF THE SURVEY. THE ACTUAL EDGE

OF THE HULL AT THE MUDLINE MAY DIFFER AND ADDITIONAL DEBRIS MAY

BE PRESENT AND NOT APPEAR IN THE TOPOGRAPHIC AND BATHYMETRIC

SURVEY.

2. CONTRACTOR MAY ADJUST NEW ANCHOR ANGULAR LOCATION UP TO ± 15

DEGREES TO AVOID EXISTING ANCHOR LOCATIONS. A SYMMETRICAL

INSTALLATION LAYOUT ABOUT THE DOCK TRANSVERSE

(BRIDGE/MEMORIAL CENTERLINE) AND LONGITUDINAL AXIS IS PREFERRED.

MANWAY DECK HATCH

STEEL IN SECTION

CONCRETE IN SECTION

GROUT IN SECTION

EARTH IN SECTION

VOID FORM IN SECTION

CMU IN PLAN

CMU IN SECTION

FOOTING

SLAB CONSTRUCTION JOINT

SLAB CONTROL JOINT

STRUCTURAL ABBREVIATIONS STRUCTURAL LEGEND

ANNOTATION SYMBOLS

AB ANCHOR BOLT

ABAAS ARCHITECTURAL BARRIERS ACT ACCESSIBILITY

STANDARDS

ABC AGGREGATE BASE COURSE

ABV ABOVE

AC AGGREGATE COURSE

ACI AMERICAN CONCRETE INSTITUTE

ADD'L ADDITIONAL

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APA AMERICAN PLYWOOD ASSOCIATION

ARCH ARCHITECT/ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

B BOTTOM

B/ BOTTOM OF

BB BOTTOM BARS

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BN BOUNDARY NAIL

BO BOND

BRG BEARING

BS BOTH SIDES

BTWN BETWEEN

C CHANNEL

C/C CENTER TO CENTER

CANT CANTILEVER

CAP CAPACITY

CF CUBIC FEET

CHKD CHECKED

CI CONTRACTOR INSTALLED

CJ CONTRACTION/CONTROL JOINT

CL/C CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CTR/CTR'D CENTER/CENTERED

d PENNY (NAIL SIZE)

DBL DOUBLE

DEG DEGREES

DET DETAIL

DF DOUGLAS FIR

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISCONT DISCONTINUE

DL DEAD LOAD

DN DOWN

Do DITTO

DP DEEP

DSC DENVER SERVICE CENTER

DWG DRAWING

DWL DOWEL

(E) EXISTING

EA EACH

EF EACH FACE

EG FOR EXAMPLE

EL/ELEV ELEVATION

EMBED EMBEDMENT

EN EDGE NAIL

ENGR ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

ETC ET CETERA

EW EACH WAY

EWEF EACH WAY EACH FACE

(E)/EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FF FINISHED FLOOR

FG FINISHED GRADE

FH FULL HEIGHT

FIN FINISH

FL FLOOR

FLG FLANGE

FN FACE NAIL

FND FOUNDATION

FO FACE OF

FOM FACE OF MASONRY

FOW FACE OF WALL

FRMG FRAMING

FS FAR SIDE

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GF GOVERNMENT FURNISHED

GR GRADE

GRT GROUT

GSN GENERAL STRUCTURAL NOTES

GYP GYPSUM

HAS HEADED ANCHOR STUDS

HD HAND

HEF HORIZONTAL EACH FACE

HIF HORIZONTAL INSIDE FACE

HK HOOK

HM HOLLOW METAL

HOF HORIZONTAL OUTSIDE FACE

HORIZ HORIZONTAL

HP HIGH POINT

HSS TUBE STEEL

HT HEIGHT

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IE THAT IS

INFO INFORMATION

INT INTERIOR

INTERMED INTERMEDIATE

INTERSECT INTERSECTION

INV INVERT

JST JOIST

JT JOINT

L ANGLE

LBS POUNDS

LG LONG

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LONGIT/LONGL LONGITUDINAL

LP LOW POINT

LT LEFT

LWR LOWER

MACH MACHINE

MAINT MAINTENANCE

MAS MASONRY

MAX MAXIMUM

MB MACHINE BOLT

MC CHANNEL

MCJT MASONRY CONTROL JOINT

MECH MECHANICAL

MFR MANUFACTURER

MHHW MEAN HIGHER HIGH WATER

MIN MINIMUM

MISC MISCELLANEOUS

MLLW MEAN LOWER LOW WATER

MNTG MOUNTING

MO MASONRY OPENING

MOD MODIFIED

MTL METAL

(N) NEW

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPG OPENING

OPP OPPOSITE

PEB PRE ENGINEERED BUILDING

PEMB PRE ENGINEERED METAL BLDG

PL/P PLATE

PLCS PLACES

PLYWD PLYWOOD

PNL PANEL

PREFAB PREFABRICATED

PT POINT, PRESSURE TREATED

PVMT PAVEMENT

QTY QUANTITY

R/RAD RADIUS

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

RF ROOF

RM ROOM

SCHED/SCH SCHEDULE

SEC SECTION

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SP SPACE/SPACES

SPCG SPACING

SPEC SPECIFICATIONS

SST STAINLESS STEEL

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL

SYM SYMMETRICAL

T TOP

T/ TOP OF

T&B TOP AND BOTTOM

TB TOP OF BAR

THK THICK

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TYP TYPICAL

UFC UNITED FACILITIES CRITERIA

UHMW ULTRA HIGH MOLECULAR

WEIGHT

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UPR UPPER

UT ULTRASONIC TESTING

VEF VERTICAL EACH FACE

VERT VERTICAL

VIF VERTICAL INSIDE FACE

VOF VERTICAL OUTSIDE FACE

W/ WITH

W OR WF WIDE FLANGE (BEAM)

WGT WEIGHT

W/O WITHOUT

WP WORK POINT

WS WATERSTOP

WT TEE

& AND

@ AT

° DEGREE

Ø DIAMETER

' FEET

" INCHES

# NUMBER

± PLUS OR MINUS

1. ABBREVIATIONS ON THIS SHEET APPLY ONLY TO THE STRUCTURAL DRAWINGS, REFER TO

OTHER DISCIPLINES FOR APPLICABLE SYMBOLS NOT PROVIDED HERE.

2. THIS IS A STANDARD ABBREVIATION AND LEGEND SHEET, THEREFORE, SOME

ABBREVIATIONS AND LEGEND SYMBOLS MAY APPEAR ON THIS SHEET AND MAY NOT BE

UTILIZED ON THIS PROJECT.

3. DO NOT SCALE DRAWINGS.

GENERAL SHEET NOTES

GENERAL STRUCTURAL NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE TO CONSULT WITH NPS CONTRACTING OFFICER, SITE

SUPERINTENDENT, APPROPRIATE AGENCIES AND CONSTRUCTION DOCUMENTATION FOR THE

LOCATIONS OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL

TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF UTILITIES.

2. CONTRACTOR IS RESPONSIBLE TO CONFIRM ALL EXISTING CONDITIONS OF THE SITE AND

SHOULD CONFIRM SURVEY INFORMATION BEFORE COMMENCING WORK.

3. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT

IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR GRADE

DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS

SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED

REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL

NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS

REQUIRED TO ACCOMPLISH ALL CONSTRUCTION OPERATIONS.

5. WRITTEN SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENTATION PACKAGE.

CONTRACTOR IS RESPONSIBLE FOR BEING FAMILIAR WITH WRITTEN SPECIFICATIONS AND THE

DRAWING PACKAGE. CONTRACTOR IS RESPONSIBLE FOR BRINGING TO OWNER'S

AUTHORIZED REPRESENTATIVE'S ATTENTION ANY DISCREPANCIES OR CONFLICTS THAT

MIGHT EXIST IN THE DOCUMENTS FOR CLARIFICATION BEFORE PROCEEDING WITH WORK.

CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ANY COSTS, CONSTRUCTION DELAYS,

OR REVISION DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS.

6. CONTRACTOR SHALL REMOVE FROM THE SITE ALL DEBRIS AND UNSUITABLE MATERIAL

GENERATED BY THE CONTRACTOR'S OPERATIONS. CONSTRUCTION SITE SHALL BE

MAINTAINED AT ALL TIMES SO THAT NO OBSTRUCTION, CONSTRUCTION EQUIPMENT OR

CONSTRUCTION PROCESS CAUSES POTENTIAL HARM OR DANGER TO PUBLIC OR

CONSTRUCTION SITE WORKERS. CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR

NEGLIGENCE.

7. CONTRACTOR IS RESPONSIBLE TO CONFIRM LOCATIONS FOR ALL EXISTING UTILITIES AND

GRADES BEFORE COMMENCING WORK.

GOVERNING CODES

ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH ALL APPLICABLE LOCAL CODES &

ORDINANCES INCLUDING, BUT NOT LIMITED TO:

2012 INTERNATIONAL BUILDING CODE (IBC 2012)

NAVFAC UFC

* "VAR" INDICATES THAT DETAIL IS REFERENCED FROM MULTIPLE DWGS

SECTION IDENTIFICATION

DETAIL IDENTIFICATION

SECTION INDICATOR

SHEET NUMBER ON WHICH

SECTION WAS TAKEN

SECTION LETTER

SHEET NUMBER ON WHICH

SECTION APPEARS

DETAIL NUMBER

SHEET NUMBER ON WHICH

DETAIL WAS TAKEN *

DETAIL NUMBER

SHEET NUMBER ON WHICH

DETAIL APPEARS

STRUCTURAL GENERAL NOTES

D

D

D d b

90° b d d

O

R

M

I

N b

135°

4 d FOR #3, #4, #5

6 d FOR #6, #7, #8 b b

D=

12 d FOR #6, #7, #8

6 d FOR #3, #4, #5 b b

TYP 90° END HOOKTYP BAR BEND DIAMETER

10 d FOR #14, #18

8 d FOR #9, #10, #11

6 d FOR #3 TO #8

D

D= b b b d b

D dh d

2" MIN

TYP 180° END HOOK

4d OR b b b d

D dh

#14 38 33 29 27

#18 50 43 39 35

BAR

SIZE 3000 4000 5000 6000

#3 6 6 6 6

#4 8 7 6 6

#5 10 9 8 7

#6 12 10 9 9

#7 14 12 11 10

#8 16 14 12 11

#9 18 15 14 13

#10 20 17 16 14

#11 22 19 17 16 dh d

S S/2

L BAR

C

L

C

BAR

L

C

BAR

S/2

CONCRETE

SURFACE

CONCRETE

SURFACE

DEVELOPMENT LENGTH ( )

BAR 3000 PSI CONC (f'c) 4000 PSI CONC (f'c) 5000 PSI CONC (f'c)

SIZE TOP OTHER TOP OTHER TOP OTHER

s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6"

#3 13 22 12 17 12 19 12 15 12 17 12 13

#4 18 29 14 22 15 25 12 19 14 23 12 17

#5 22 36 17 28 19 31 15 24 17 28 13 22

#6 26 43 20 33 23 37 18 29 20 34 16 26

#7 38 63 29 48 33 54 25 42 29 49 23 38

#8 43 72 33 55 37 62 29 48 34 56 26 43

#9 49 81 37 62 42 70 33 54 38 63 29 48

#10 56 89 43 69 49 78 38 60 44 69 34 54

#11 68 98 52 76 59 85 45 66 53 76 41 59

TENSION LAP SPLICE LENGTH (CLASS 'B' SPLICE)

BAR

3000 PSI CONC (f'c) 4000 PSI CONC (f'c) 5000 PSI CONC (f'c)

SIZE TOP OTHER TOP OTHER TOP OTHER

s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6"

#3 17 28 16 22 16 25 16 19 16 22 16 17

#4 23 38 18 29 20 33 16 25 18 29 16 23

#5 28 47 22 36 25 41 19 31 22 36 17 28

#6 34 56 26 43 29 49 23 38 26 44 20 34

#7 49 82 38 63 43 71 33 55 38 63 30 49

#8 56 93 43 72 49 81 38 62 44 72 34 56

#9 63 105 49 81 55 91 42 70 49 81 38 63

#10 73 116 56 90 63 101 49 78 57 90 44 70

#11 88 128 68 99 76 111 59 85 68 99 53 76

NOTES:

LENGTHS SHOWN ARE FOR GRADE 60 UNCOATED BARS.

LENGTHS SHOWN ARE IN INCHES.

TOP BARS: HORIZONTAL BARS WITH MORE THAN 12” OF

FRESH CONCRETE CAST BELOW THEM.

THE QUANTITY ‘s’ IS DEFINED AS FOLLOWS:

2" MIN

NORMAL WEIGHT CONCRETE, f'c, PSI

FOR STANDARD END HOOKS ON REINFORCING BARS

MINIMUM TENSION EMBEDMENT LENGTHS (IN.)

PENETRATION

3" TYP

d, TYP

#5 DIAGONAL BARS x 3'-0" LONG

CENTERED ON PENETRATION,

SPACE AT 8" MAX THROUGHOUT

WALL THICKNESS

END MAIN BARS INTERUPTED BY

OPENING WITH STD HOOK

WHERE MAIN BARS ARE

INTERUPTED BY OPENING,

ADD ONE HALF THE

INTERUPTED BARS EACH

SIDE OF OPENING. (MIN 2-#5

BARS EACH SIDE)

CONTRACTOR STATEMENT OF RESPONSIBILITY

EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OR

FABRICATION OF A SYSTEM OR COMPONENT DESIGNATED ABOVE AS PART

OF THE MAIN WIND FORCE OR MAIN SEISMIC FORCE RESISTING SYSTEMS

ABOVE MUST SUBMIT A STATEMENT OF RESPONSIBILITY PER 1706.

THIS STATEMENT OF SPECIAL INSPECTIONS IS SUBMITTED AS A CONDITION

FOR PERMIT ISSUANCE IN ACCORDANCE WITH THE SPECIAL INSPECTION AND

STRUCTURAL TESTING REQUIREMENTS OF THE BUILDING CODE SECTIONS

1704 AND 1705.

THIS STATEMENT OF SPECIAL INSPECTIONS ENCOMPASS THE FOLLOWING

DISCIPLINES:

STRUCTURAL SPECIAL INSPECTIONS PER 1704 AND 1705

STRUCTURAL SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE

STRUCTURAL SPECIAL INSPECTIONS FOR WIND RESISTANCE

THE SCHEDULE OF SPECIAL INSPECTIONS SUMMARIZES THE SPECIAL

INSPECTIONS AND TESTS REQUIRED. SPECIAL INSPECTORS WILL REFER TO

THE APPROVED PLANS AND SPECIFICATIONS FOR DETAILED SPECIAL

INSPECTION REQUIREMENTS. ANY ADDITIONAL TESTS AND INSPECTIONS

REQUIRED BY THE APPROVED PLANS AND SPECIFICATIONS WILL ALSO BE

PERFORMED.

THE SPECIAL INSPECTIONS IDENTIFIED ARE IN ADDITION TO THOSE REQUIRED

BY OTHER SECTIONS OF THE BUILDING CODE. SPECIAL INSPECTION IS NOT A

SUBSTITUTE FOR INSPECTION BY THE BUILDING OFFICIAL/CONTRACTING

OFFICER HAVING JURISDICTION OR CONTRACTING OFFICER.

THE SPECIAL INSPECTION COORDINATOR SHALL KEEP RECORDS OF ALL

INSPECTIONS AND SHALL FURNISH INSPECTION REPORTS TO THE BUILDING

OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE

CHARGE. DISCOVERED DISCREPANCIES SHALL BE BROUGHT TO THE

IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF SUCH

DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE

BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL/CONTRACTING

OFFICER AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE

CHARGE. THE SPECIAL INSPECTION PROGRAM DOES NOT RELIEVE THE

CONTRACTOR OF HIS OR HER RESPONSIBILITIES.

INTERIM REPORTS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL OR

CONTRACTING OFFICER AND THE REGISTERED DESIGN PROFESSIONAL IN

RESPONSIBLE CHARGE IN ACCORDANCE WITH SECTION 1704.1.2.

A FINAL REPORT OF SPECIAL INSPECTIONS DOCUMENTING COMPLETION OF

ALL REQUIRED SPECIAL INSPECTIONS, TESTING AND CORRECTION OF ANY

DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED PRIOR TO

ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY PER SECTION

1704.1.2. THE FINAL REPORT WILL DOCUMENT THE REQUIRED SPECIAL

INSPECTIONS AND CORRECTION OF DISCREPANCIES NOTED IN INSPECTIONS.

JOB SITE SAFETY AND MEANS AND METHODS OF CONSTRUCTION ARE

SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.

THE CONTRACTOR IS REQUIRED TO COORDINATE ALL INSPECTIONS. THE

CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AND THE

SPECIAL INSPECTOR A MINIMUM OF 24 HOURS PRIOR TO ANY SPECIAL

INSPECTIONS THAT ARE REQUIRED. THE CONTRACTOR SHALL NOTIFY THE

OWNER'S REPRESENTATIVE AND THE SPECIAL INSPECTOR A MINIMUM OF 24

HOURS PRIOR TO ANY CONCRETE TO BE POURED.

THE INSPECTORS AND TESTING AGENCIES SHALL BE ENGAGED BY THE

OWNER OR THE OWNER'S AGENT, AND NOT BY THE CONTRACTOR OR

SUBCONTRACTOR WHOSE WORK IS TO BE INSPECTED OR TESTED PER

SECTION 1704.1. ANY CONFLICT OF INTEREST MUST BE DISCLOSED TO THE

BUILDING OFFICIAL/CONTRACTING OFFICER, PRIOR TO COMMENCING WORK.

IF APPROPRIATE AGENTS ARE NOTED AS "TO BE DETERMINED (TBD), THE

OWNER IS RESPONSIBLE TO COORDINATE THE ASSEMBLY OF A SPECIAL

INSPECTION TEAM. ALL SPECIAL INSPECTORS AND TESTING LABORATORIES

SHALL BE SUBMITTED TO CONTRACTING OFFICER'S REPRESENTATIVE FOR

REVIEW.

SPECIALLY INSPECTED WORK THAT IS INSTALLED OR COVERED WITHOUT THE

APPROVAL OF THE BUILDING OFFICIAL/CONTRACTING OFFICER IS SUBJECT

TO REMOVAL OR EXPOSURE.

CONTINUOUS INSPECTION IS ALWAYS REQUIRED DURING THE PERFORMANCE

OF THE WORK UNLESS OTHERWISE SPECIFIED. WHEN WORK IN MORE THAN

ONE CATEGORY OF WORK REQUIRING SPECIAL INSPECTION IS TO BE

PERFORMED SIMULTANEOUSLY, OR THE GEOGRAPHIC LOCATION OF THE

WORK IS SUCH THAT IT CANNOT BE CONTINUOUSLY OBSERVED, IT IS THE

AGENT’S RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBER OF

INSPECTORS TO ASSURE THAT ALL THE WORK IS INSPECTED IN

ACCORDANCE WITH THE PROVISIONS OF THE BUILDING CODE.

STATEMENT OF SPECIAL INSPECTIONS

SEISMIC DESIGN CATEGORY: N/A

QUALITY ASSURANCE PLAN REQUIRED (Y/N): N

SEISMIC DESIGN CATEGORY

DESCRIPTION OF SEISMIC-FORCE-RESISTING SYSTEM AND DESIGNATED

SEISMIC SYSTEMS SUBJECT TO SPECIAL INSPECTIONS AS PER SECTION

1705.3: N/A

THE EXTENT OF THE SEISMIC-FORCE-RESISTING SYSTEM IS DEFINED IN

MORE DETAIL IN THE CONSTRUCTION DOCUMENTS.

QUALITY ASSURANCE FOR SEISMIC RESISTANCE

THE QUALIFICATIONS OF ALL PERSONNEL PERFORMING SPECIAL INSPECTION AND TESTING

ACTIVITIES ARE SUBJECT TO THE APPROVAL OF THE BUILDING OFFICIAL. THE CREDENTIALS

OF ALL INSPECTORS AND TESTING TECHNICIANS SHALL BE PROVIDED IF REQUESTED.

KEY FOR MINIMUM QUALIFICATIONS OF INSPECTION AGENTS:

WHEN THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE DEEMS IT

APPROPRIATE THAT THE INDIVIDUAL PERFORMING A STIPULATED TEST OR INSPECTION

HAVE A SPECIFIC CERTIFICATION OR LICENSE AS INDICATED BELOW, SUCH DESIGNATION

SHALL APPEAR BELOW THE AGENCY NUMBER ON THE SCHEDULE.

PE/SE STRUCTURAL ENGINEER - A LICENSED SE OR PE SPECIALIZING IN THE

DESIGN OF BUILDING STRUCTURES

PE/GE GEOTECHNICAL ENGINEER - A LICENSED GE OR PE SPECIALIZING IN

SOIL MECHANICS AND FOUNDATIONS

EIT ENGINEER-IN-TRAINING - A GRADUATE ENGINEER WHO HAS PASSED

THE FUNDAMENTALS OF ENGINEERING EXAMINATION

AMERICAN CONCRETE INSTITUTE (ACI) CERTIFICATION

ACI-CFTT CONCRETE FIELD TESTING TECHNICIAN - GRADE 1

ACI-CCI CONCRETE CONSTRUCTION INSPECTOR

ACI-LTT LABORATORY TESTING TECHNICIAN - GRADE 1&2

ACI-STT STRENGTH TESTING TECHNICIAN

AMERICAN WELDING SOCIETY (AWS) CERTIFICATION

AWS-CWI CERTIFIED WELDING INSPECTOR

AWS/AISC-SSI CERTIFIED STRUCTURAL STEEL INSPECTOR

INTERNATIONAL CODE COUNCIL (ICC) CERTIFICATION

ICC-SMSI STRUCTURAL MASONRY SPECIAL INSPECTOR

ICC-SWSI STRUCTURAL STEEL AND WELDING SPECIAL INSPECTOR

ICC-SFSI SPRAY-APPLIED FIREPROOFING SPECIAL INSPECTOR

ICC-PCSI PRESTRESSED CONCRETE SPECIAL INSPECTOR

ICC-RS CSI REINFORCED CONCRETE SPECIAL INSPECTOR

QUALIFICATIONS OF INSPECTORS AND TESTING TECHNICIANS

THIS STATEMENT OF SPECIAL INSPECTIONS / QUALITY ASSURANCE PLAN

INCLUDES THE FOLLOWING BUILDING SYSTEMS:

SOILS AND FOUNDATIONS WOOD CONSTRUCTION

CAST-IN-PLACE CONCRETE MECHANICAL & ELECTRICAL SYSTEMS

PRECAST CONCRETE ARCHITECTURAL SYSTEMS

MASONRY LEVEL 1 STRUCTURAL STEEL

MASONRY LEVEL 2 COLD-FORMED STEEL FRAMING

SPECIAL INSPECTION AGENCIES FIRM AND CONTACT INFO.

1. SPECIAL INSPECTION COORDINATOR TBD

2. INSPECTOR TBD

3. INSPECTOR TBD

4. TESTING AGENCY TBD

5. TESTING AGENCY TBD

6. OTHER TBD

SCHEDULE OF INSPECTION AND TESTING AGENCIES

BASIC WIND SPEED ( 3 SECOND GUST): 130 MPH

WIND EXPOSURE CATEGORY: D

QUALITY ASSURANCE PLAN REQUIRED: (Y/N) N

DESCRIPTION OF MAIN WIND-FORCE-RESISTING SYSTEM AND DESIGNATED

WIND RESISTING COMPONENTS SUBJECT TO SPECIAL INSPECTIONS IN

ACCORDANCE WITH SECTION 1705.4.2:

FLOATING DOCK ANCHORING SYSTEM

THE EXTENT OF THE MAIN WIND-FORCE-RESISTING SYSTEM AND WIND

RESISTING COMPONENTS IS DEFINED IN MORE DETAIL IN THE

CONSTRUCTION DOCUMENTS.

QUALITY ASSURANCE FOR WIND REQUIREMENTS

SECTION 1704.2, 1704.3 - STEEL

ITEM 1: TABLE 1704.3 - MATERIAL VERIFICATION OF

HIGH-STRENGTH BOLTS, NUTS, AND WASHERS.

SCOPE:

A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE

APPROVED CONSTRUCTION DOCUMENTS.

B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.

ITEM 2: TABLE 1704.3 - INSPECTION OF HIGH-STRENGTH

BOLTING:

SCOPE:

A. BEARING-TYPE CONNECTIONS.

B. SLIP-CRITICAL CONNECTIONS

ITEM 3: TABLE 1704.3 - MATERIAL VERIFICATION OF

STRUCTURAL STEEL

SCOPE:

ITEM 4: TABLE 1704.3 - MATERIAL VERIFICATION OF

WELD FILLER MATERIALS.

SCOPE:

CONTINUOUSPERIODIC

CONTINUOUSPERIODIC

CONTINUOUSPERIODIC

CONTINUOUSPERIODIC

A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED

DOCUMENTS.

B. MANUFACTURER'S MILL TEST REPORTS

CONTINUOUSPERIODIC

CONTINUOUSPERIODIC

AGENCY # (QUALIF.):

AGENCY # (QUALIF.):

PE/SEAGENCY # (QUALIF.):

AGENCY # (QUALIF.):

A. IDENTIFICATION MARKINGS TO CONFORM TO AWS DESIGNATION LISTED IN THE WPS.

B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.

CONTINUOUSPERIODIC

CONTINUOUSPERIODIC

SCOPE:

A. STRUCTURAL STEEL

1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS.

2) MULTI-PASS FILLET WELDS.

3) SINGLE-PASS FILLET WELDS > 5/16".

4) SINGLE-PASS FILLET WELDS <= 5/16".

5) FLOOR AND ROOF DECK WELDS.

B. REINFORCING STEEL

1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706.

2) REINFORCING STEEL-RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND

SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE

SHEAR WALLS, AND SHEAR REINFORCEMENT.

3) SHEAR REINFORCEMENT

4) OTHER REINFORCING STEEL

CONTINUOUSPERIODIC

CONTINUOUSPERIODIC

CONTINUOUSPERIODIC

CONTINUOUSPERIODIC

CONTINUOUSPERIODIC

CONTINUOUSPERIODIC

CONTINUOUSPERIODIC

CONTINUOUSPERIODIC

CONTINUOUSPERIODIC

ITEM 6: TABLE 1704.3 - INSPECTION OF STEEL FRAME JOINT

DETAILS FOR COMPLIANCE WITH APPROVED

CONSTRUCTION DOCUMENTS:

SCOPE:

AGENCY # (QUALIF.):

INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION

DOCUMENTS:

A) DETAILS SUCH AS BRACING AND STIFFENING.

B) MEMBER LOCATIONS.

C) APPLICATION OF JOINT DETAILS AT EACH CONNECTION.

AWS/AISC-SSI, ICC-SWSI

AWS/AISC-SSI, ICC-SWSI

AWS-CWI, ASNT

AGENCY # (QUALIF.):

AWS-CWI, ASNT

ITEM 5: TABLE 1704.3 - INSPECTION OF WELDING:

CONTINUOUSPERIODIC

CONTINUOUSPERIODIC

CONTINUOUSPERIODIC

PE/SE

ITEM 9: SECTION 1704.3 - WELDING OF STAIRS AND

RAILING SYSTEMS:

AGENCY # (QUALIF.):

AWS-CWI, ASNT

CONTINUOUSPERIODIC

TABLE 1704.4 - CONCRETE

ITEM 1: INSPECTION OF REINFORCING STEEL, INCLUDING

PRESTRESSING TENDONS AND PLACEMENT.

AGENCY # (QUALIF.):

ACI-CCI, ICC-RCSI

CONTINUOUSPERIODIC

ITEM 2: INSPECTION OF REINFORCING STEEL WELDING IN

ACCORDANCE WITH TABLE 1704.3, ITEM 5B.

AGENCY # (QUALIF.):

AWS-CWI

CONTINUOUSPERIODIC

ITEM 3: INSPECT BOLTS TO BE INSTALLED IN CONCRETE

PRIOR TO AND DURING PLACEMENT OF CONCRETE.

AGENCY # (QUALIF.):

CONTINUOUSPERIODIC

ACI-CCI, ICC-RCSI

ITEM 4: VERIFYING USE OF REQUIRED DESIGN MIX. AGENCY # (QUALIF.):

CONTINUOUSPERIODIC

ACI-CCI, ICC-RCSI

ITEM 5: AT TIME FRESH CONCRETE IS SAMPLED TO

FABRICATE SPECIMENS FOR STRENGTH TESTS,

PERFORM SLUMP AND AIR CONTENT TESTS AND

DETERMINE THE TEMPERATURE OF THE CONCRETE.

AGENCY # (QUALIF.):

CONTINUOUSPERIODIC

ACI-CFTT, ACI-STT

ITEM 6: INSPECTION OF CONCRETE PLACEMENT

FOR PROPER APPLICATION TECHNIQUES.

AGENCY # (QUALIF.):

ACI-CCI, ICC-RCSI

CONTINUOUSPERIODIC

ITEM 7: INSPECTION FOR MAINTENANCE OF SPECIFIED

CURING TEMPERATURE AND TECHNIQUES.

AGENCY # (QUALIF.):

ACI-CCI, ICC-RCSI

CONTINUOUSPERIODIC

ITEM 8:

INSPECTION OF PRESTRESSED AND

POST-TENSIONED CONCRETE.

SCOPE:

AGENCY # (QUALIF.):

A. APPLICATION OF PRESTRESSING FORCES.

B. GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC FORCE-RESISTING SYSTEM.

CONTINUOUSPERIODIC

CONTINUOUSPERIODIC

ACI-CCI, ICC-RCSI

ERECTION OF PRECAST CONCRETE MEMBERS. AGENCY # (QUALIF.):

CONTINUOUS

ACI-CCI, ICC-RCSI

ITEM 9:

PERIODIC

ITEM 10:

VERIFICATION OF IN-SITU CONCRETE STRENGTH,

PRIOR TO STRESSING OF TENDONS IN POSTENSIONED

CONCRETE AND PRIOR TO REMOVAL OF SHORES AND

FORMS FROM BEAMS AND STRUCTURAL SLABS.

AGENCY # (QUALIF.):

CONTINUOUSPERIODIC

ACI-CFTT, ACI-STT

ITEM 11:

INSPECT FORMWORK FOR SHAPE, LOCATION, AND

DIMENSIONS OF THE CONCRETE MEMBER BEING

FORMED.

AGENCY # (QUALIF.):

ACI-CCI, ICC-RCSI

CONTINUOUSPERIODIC

ITEM 10: SECTION 1704.2.1 - INSPECT FABRICATORS

FABRICATION AND QUALITY CONTROL PROCEDURES.

AGENCY # (QUALIF.):

AWS-CWI, ASNT

CONTINUOUSPERIODIC

NOTE:

SPECIAL INSPECTION WILL BE PROVIDED BY THE

GOVERNMENT. THE CONTRACTOR SHALL

ACCOMMODATE THE INSPECTIONS BY PROVIDING SITE

ACCESS WHEN REQUIRED, AND SHALL ASSIST WITH

COORDINATION AND SCHEDULING OF THE INSPECTIONS.

FOR REINF. SEE

C DOCK

L

20'-0"

SLOPE 1% SLOPE 1%

FOR REINF. SEE

SLOPE 1%

C DOCK

L

20'-0"

SLOPE 1%

BALLAST

COMPARTMENTS

105'-0"

15'-0"15'-0" 15'-0"15'-0"15'-0"15'-0" 15'-0"

CENTERLINE

FLOAT

CAPSTAN

(2 PLACES)

MANWAY DECK

HATCH…