W9128A09D0004_-_03_CIVIL_Part_1.pdf

EROSION CONTROL NOTES AND

PROVIDE STABILIZED CONSTRUCTION ENTRANCE FOR EACH INGRESS AND EGRESS.

PRE-CONSTRUCTION VEGETATIVE GROUND COVER SHALL NOT BE DESTROYED, REMOVED OR

DISTURBED MORE THAN TWENTY (20) CALENDAR DAYS PRIOR TO SITE GRADING.

TEMPORARY SOIL STABILIZATION WITH APPROPRIATE VEGETATION SHALL BE APPLIED ON AREAS THAT

WILL REMAIN UNFINISHED FOR MORE THAN FOURTEEN (14) CALENDAR DAYS.

PERMANENT SOIL STABILIZATION WITH PERENNIAL VEGETATION SHALL BE APPLIED AS SOON AS

PRACTICAL AFTER FINAL GRADING.

DIVERT ALL STORM WATER FLOWING TOWARD THE CONSTRUCTION AREA USING APPROPRIATE

CONTROL MEASURES AS PRACTICAL.

BEST MANAGEMENT PRACTICES (BMPS):

TEMPORARY EROSION CONTROLS SHALL NOT BE REMOVED BEFORE PERMANENT EROSION

CONTROLS ARE IN-PLACE AND ESTABLISHED.

THE MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL BE IN PLACE BEFORE ANY

DEMOLITION OR EARTH MOVING PHASE IS INITIATED.

ALL ITEMS AND MATERIALS TO BE REMOVED SHALL BE DONE IN SUCH A MANNER AS TO PREVENT

DAMAGE TO ITEMS AND MATERIALS TO REMAIN. ALL SUCH DAMAGES SHALL BE REPAIRED TO

EXISTING OR BETTER CONDITION TO THE SATISFACTION OF THE CONTRACTING OFFICER'S

REPRESENTATIVE AND AT NO ADDITIONAL COST TO THE GOVERNMENT.

GOVERNMENT DISPOSAL AREAS WILL NOT BE AVAILABLE FOR THE DISPOSAL OF WASTE

MATERIALS. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR DISPOSAL OF WASTE

MATERIALS. ALL WASTE MATERIAL SHALL BE PROMPTLY REMOVED AND DISPOSED OF OUTSIDE

THE LIMITS OF GOVERNMENT PROPERTY.

THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS DURING CONSTRUCTION,

DEWATERING, AND EXCAVATION TO PREVENT DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR

SHALL BE HELD LIABLE IN THE EVENT OF ANY DAMAGE AND HELD RESPONSIBLE FOR THE

MAINTENANCE AND PROTECTION OF ALL EXISTING UTILITIES AND STRUCTURES SHOWN ON THE

DRAWINGS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE MAINTENANCE AND

PROTECTION OF EXISTING UTILITIES AND STRUCTURES NOT SHOWN ON THE DRAWINGS BUT MADE

KNOWN TO THEM. THE CONTRACTOR SHALL IMMEDIATELY REPAIR AND BE RESPONSIBLE FOR ALL

COSTS TO REPAIR ANY UTILITY, WHETHER SHOWN OR NOT SHOWN ON THE DRAWINGS, THAT ARE

DAMAGED BY THEIR WORK TO THE SATISFACTION OF THE CONTRACTING OFFICER'S

REPRESENTATIVE AND AT NO ADDITIONAL COST TO THE GOVERNMENT.

13.

12.

11.

9.

10.

1.

3.

4.

6.

7.

8.

9.

2.

11.

10.

EXISTING STRUCTURES AND TREES NOT INDICATED ON THE PLANS FOR REMOVAL SHALL BE

PRESERVED. IF ANY SUCH STRUCTURES OR TREES OBSTRUCT CONSTRUCTION OPERATIONS, THE

COR SHALL BE NOTIFIED BEFORE PROCEEDING. CONTRACTOR SHALL ALSO REFER TO LANDSCAPE

DRAWINGS.

UNLESS OTHERWISE NOTED, OFFSET DIMENSIONS FROM THE BUILDING INDICATED ARE FROM THE

OUTSIDE FACE OF WALL. BUILDING LOCATIONS ARE WITH RESPECT TO OUTER WALL LINES.

FOR TOPOGRAPHIC INFORMATION, SEE TOPOGRAPHIC SURVEY NOTES ON SHEET GC002.

AZIMUTHS SHOWN ARE REFERENCED CLOCKWISE FROM TRUE SOUTH.

ALL UTILITY SERVICES SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. CONNECTION

TO THE WATER SERVICE LINE SHALL BE DONE WITH THE MINIMUM AMOUNT OF DISRUPTION AND

SHALL BE COORDINATED WITH THE COR AND DPW.

1.

2.

3.

5.

6.

CIVIL NOTES

7.

8.

GENERAL NOTES

NONCOMPLIANCE TO ANY CONTRACT REQUIREMENTS SHALL MEAN IMMEDIATE SUSPENSION OF ALL

WORK, AND REMEDIAL WORK SHALL COMMENCE IMMEDIATELY. COSTS INCURRED SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR AND ARE CONSIDERED INCIDENTAL.

CONTRACTOR SHALL PROMPTLY NOTIFY THE COR IN WRITING OF ANY DISCREPANCIES AND/OR

CONDITIONS WHICH WILL ADVERSELY AFFECT THE CONSTRUCTION COST AND TIMELY COMPLETION

OF THE TERMS OF THE CONTRACT PRIOR TO START OF ANY WORK OR ORDERING OF MATERIALS

AND/OR EQUIPMENT. THE START OF ANY WORK AND ORDERING OF MATERIALS AND/OR EQUIPMENT

SHALL CONSTITUTE ACCEPTANCE OF THE EXISTING CONDITIONS. ANY COSTS OR TIME DELAYS

RESULTING FROM THE CONTRACTOR'S FAILURE TO VERIFY AND/OR NOTIFY SHALL BE

RESPONSIBILITY OF THE CONTRACTOR AND AT NO EXTRA COSTS SHALL BE REQUESTED FROM THE

GOVERNMENT.

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL BASE/FACILITY ACCESS BADGING

REQUIRED BY SECURITY FORCES.

DURING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ACCESS AND/OR

TEMPORARY RELOCATION OF BASE ROADS PER SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN

ACCESS AT ALL TIMES TO ALL BUILDINGS WITHIN AND OUTSIDE THE CONSTRUCTION SITE LIMITS.

ALL GRADED AND DISTURBED AREAS, INCLUDING CONTRACTOR STAGING AND MOBILIZATION AREAS

AND AREAS DISTURBED BY DEMOLITION OPERATIONS (NOT SHOWN TO HAVE SURFACE REPLACED

WITH PAVEMENT) SHALL HAVE SURFACE RESTORED AND ESTABLISHED BY REGRASSING. GRASS

SHALL BE COMMON BERMUDA GRASS (CYNDON DACTYLON) PLANTED BY BROADCAST SEEDING, OR

HYDROMULCHING. THE CONTRACTOR SHALL PROVIDE TEMPORARY IRRIGATION FOR THE DURATION

OF THE LANDSCAPE MAINTENANCE PERIOD (90 DAYS AFTER COMPLETION) FOR THE PROPER

ESTABLISHMENT OF THE GRASS. TYPE AND MEANS OF TEMPORARY IRRIGATION SHALL BE AT THE

OPTION OF THE CONTRACTOR. TEMPORARY IRRIGATION SHALL REMAIN THE PROPERTY OF THE

CONTRACTOR AND SHALL BE REMOVED UPON COMPLETION OF THE MAINTAINANCE PERIOD AND

ACCEPTANCE.

8.

9.

7.

6.

5.

4.

EQUIPMENT AND STOCKPILED MATERIAL SHALL BE CONTROLLED IN A MANNER TO PREVENT

MOVEMENT RESULTING FROM WIND CONDITIONS.

CONTRACTOR SHALL MAINTAIN WORK AREAS FREE OF DUST, DIRT, AND DEBRIS WHICH MAY, IN THE

OPINION OF THE CONTRACTING OFFICER, ADVERSELY AFFECT GOVERNMENT OPERATIONS.

2.

3.

1.

HOUSEKEEPING SUCH AS THE DAILY CLEANUP OF DEBRIS, THE USE OF DUMPSTER FOR THE

CONTAINMENT OF CONSTRUCTION DEBRIS, AND THE PROPER STORAGE OF CONSTRUCTION

MATERIALS SHALL BE USED TO PREVENT DEBRIS AND CHEMICAL POLLUTION OF THE STORM

WATER.

14.

15. TEMPORARY EROSION CONTROLS USED DURING CONSTRUCTION PERIOD INCLUDE SILT FENCE, DRAIN INLET PROTECTION, CATCH BASIN, DUST FENCE, CONSTRUCTION ENTRANCE, AND A

CONCRETE WASH AREA.

13.

PROVIDE SECONDARY CONTAINMENT FOR LARGEST SINGLE DRUM STORED ON

SITE. PROVIDE ROOF/COVER TO PREVENT RAIN WATER ACCUMULATION INTO

SECONDARY CONTAINMENT.

16.

MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL BE IN PLACE BEFORE ANY

EARTH MOVING WORK IS INITIATED. THESE MEASURES SHALL BE PROPERLY CONSTRUCTED AND

MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.

CONSTRUCTION SHALL BE SEQUENCED TO MINIMIZE THE EXPOSURE TIME OF CLEARED

SURFACE AREA.

ALL CONTROL MEASURES SHALL BE CHECKED AT LEAST ONCE A WEEK, PRIOR TO A STORM

EVENT, DURING A STORM EVENT, AND AFTER A STORM EVENT. THE CONTRACTOR SHALL

DOCUMENT HIS INSPECTIONS AND KEEP RECORDS OF HIS INSPECTIONS AND WHAT WAS DONE

TO MAINTAIN, CORRECT, OR IMPROVE THE CONTROL MEASURES.

CONSTRUCT FACILITIES TO RETAIN ON-SITE WASTEWATER SUCH AS CHLORINATED WATER AND

HYDROSTATIC TESTING WATER AND ALLOW THEM TO PERCOLATE INTO THE SOIL.

MAINTAIN SEDIMENT TRAPS AT DISCHARGE POINTS DURING SITE WORK AND UNTIL

PERMANENT EROSION CONTROLS ARE IN PLACE.

FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, SIZES, MATERIALS AND FINISHES PRIOR TO

START OF ANY WORK AND ORDERING OF MATERIAL AND/OR EQUIPMENT. THE EXISTING CONDITIONS, DIMENSIONS, SIZES, MATERIALS AND FINISHES INDICATED ON THESE DRAWINGS REPRESENTS THE

BEST INFORMATION AVAILABLE FROM FIELD INVESTIGATION AND RECORD DRAWINGS.

10.

11.

12.

CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK WITH THE CONTRACTING OFFICER'S

REPRESENTATIVE.

UNLESS SPECIFICALLY DIMENSIONED ON PLAN, THE CONSTRUCTION SITE LIMITS INDICATE THE

APPROXIMATE EXTENT OF THE PROJECT LIMIT BOUNDARIES.

14.

RESTRICT ALL WORKERS, GOVERNMENT'S PERSONNEL, MILITARY PERSONNEL, AND THE GENERAL

PUBLIC FROM ALL CONSTRUCTION HAZARDS AND ERECT AND MAINTAIN AN APPROVED SAFETY

BARRIER AROUND THE PROJECT AREA(S). ONLY AUTHORIZED PERSONAL SHALL BE ALLOWED

ENTRY INTO THE PROJECT AREA(S). THE PROJECT SHALL CONFORM TO ALL APPLICABLE SAFETY

LAWS, ORDINANCES AND LAWS.

SUBMIT SHOP DRAWINGS AND PRODUCT LITERATURE FOR REVIEW AND APPROVAL FOR ALL

CONTRACTOR FURNISHED ITEMS AS INDICATED IN THE SPECIFICATIONS.

15.

16.

CONTRACTOR TO OBTAIN ALL REQUIRED PERMIT(S) UNLESS OTHERWISE NOTED.

ALL ITEMS SHALL BE NEW, UNLESS OTHERWISE NOTED.

17.

18.

REMOVAL AND STORAGE OF HAZARDOUS MATERIAL DURING CONSTRUCTION, ALTERATION AND

DEMOLITION SHALL BE IN ACCORDANCE WITH APPLICABLE CODES & ORDINANCES.

19.

ALL REQUESTS FOR INFORMATION SHALL BE SUBMITTED WITH PROPOSED SOLUTIONS. REQUEST

FOR INFORMATION WITHOUT PROPOSED SOLUTIONS WILL BE RETURNED WITHOUT RESPONSE.

20.

17. SHOULD THE STAGING AREA (AS COORDINATED WITH THE COR) DIFFER FROM

THAT DELINEATED ON THE PROJECT PLANS, THE CONTRACTOR SHALL HAVE

THE REVISED LOCATION REVIEWED BY THE NATURAL RESOURCE MANAGER

AT THE DEPARTMENT OF PUBLIC WORKS.

SMOKING IS CONFINED TO ROADWAYS AND CIGARETTE BUTTS SHALL BE DISPOSED OF PROPERLY;

STAGING AREA(S) ARE DELINEATED ON THE PLANS. THE CONTRACTOR MAY REQUEST CHANGES OR

ADDITIONAL STAGING AREA LOCATIONS, HOWEVER, IT WILL BE SUBJECT TO APPROVAL BY THE

CONTRACTING OFFICER AND THE NATURAL RESOURCE MANAGER AT THE DEPARTMENT OF PUBLIC WORKS.

CONTRACTOR SHALL BALANCE EARTHWORK TO MINIMIZE THE NEED FOR OUTSIDE FILL. IF OUTSIDE

FILL IS NECESSARY, THE CONTRACTOR WILL NOTIFY THE CONTRACTING OFFICER AND THE NATURAL

RESOURCE MANAGER AT THE DEPARTMENT OF PUBLIC WORKS (DPW) (MICHELLE MANSKER, 656-2878

X 1029) PRIOR TO PLACING THE FILL.

ALL CONSTRUCTION EQUIPMENT, INCLUDING VEHICLES AND CLOTHING, WILL BE CLEANED OF DIRT

AND DEBRIS THAT COULD HARBOR NON-NATIVE SPECIES BEFORE BEING TRANSPORTED TO THE

CONSTRUCTION SITE.

2.

6.

5.

4.

3.

1.

IF ANY ACCIDENT OCCURS THAT RELEASES PETROCHEMICAL OR TOXIC SUBSTANCES, THE NATURAL

RESOURCE MANAGER AT THE DPW, THE HONOLULU FIRE DEPARTMENT, AND THE SOLID AND

HAZARDOUS WASTE BRANCH OF THE STATE DEPARTMENT OF HEALTH (PHONE#: 586-4226) SHALL BE

NOTIFIED IMMEDIATELY.

BEST MANAGEMENT PRACTICES (BMPS):

REMOVAL OF ALL INORGANIC (TRASH) AND ORGANIC WASTE SUCH AS APPLE CORES IS IMPERATIVE

AS THIS ATTRACTS RATS WHICH PREY ON THE NATIVE PLANTS AND ANIMALS.

ISLAND OF OAHU CONSTRUCTION PROJECT

THE ENTIRE PROJECT SITE WILL BE MONITORED AND INSPECTED BY THE

DPW ENVIRONMENTAL BRANCH AND THE STATE OF HAWAII.

18.

19. TRACKING OF SOIL ON INSTALLATION AND PUBLIC ROADS IS PROHIBITED.

WASHING OF SOIL INTO STREAMS OR STORM DRAIN INLETS OR CATCH

BASINS IS PROHIBITED.

PROVIDE SILT FENCE OR ALTERNATIVE BARRIER AROUND STOCKPILE AREA(S).20.

PRIOR TO ANY EXCAVATION, TRENCHING OR DIGGING, CONTRACTOR SHALL OBTAIN DIGGING

PERMIT FROM DIRECTORATE OF PUBLIC WORKS, US ARMY GARRISON, HAWAII.

CONSTRUCTION SHALL OCCUR BETWEEN THE HOURS OF 7:00AM TO 5:30PM MONDAY THRU FRIDAY, WITH NOISE GENERATING ACTIVITIES ONLY LIMITED TO THE HOURS OF 8:30AM TO 3:30PM MONDAY

THRU FRIDAY. EXCEPT AS APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

EXCAVATED MATERIALS SUITABLE AS FILL OR BACKFILL MATERIALS AND MEETING THE

SPECIFICATION REQUIREMENTS FOR ITS INTENDED USE SHALL BE STOCKPILED IN AN AREA

APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR). THE CONTRACTOR SHALL

NOTIFY THE COR IMMEDIATELY IF ANY OF THE EXCAVATED MATERIALS CONTAIN PETROLEUM OR

OTHER HAZARDOUS MATERIALS. THE CONTRACTOR SHALL THEN SEEK DIRECTION ON HOW TO

HANDLE THE CONTAMINATED SOILS FROM THE COR AND COORDINATE WITH THE DIRECTORATE OF

PUBLIC WORKS (DPW) ENVIRONMENTAL COMPLIANCE BRANCH CHIEF, AND WHETHER THE MATERIAL

CAN BE REUSED OR REQUIRE DISPOSAL. EXCESS EXCAVATED SOILS NOT NEEDED FOR

CONSTRUCTION SHOULD BE REMOVED AND DISPOSED OFFSITE.

5. CONCRETE WASH OUT AREAS SHALL BE LINED WITH AT LEAST A 100 MIL IMPERMEABLE LAYER OR

EQUIVALENT WITH NO HOLES OR TEARS SO AS TO PREVENT LEACHING OF LIQUIDS INTO THE GROUND.

IF THE WASH OUT IS NEARING CAPACITY, VACUUM AND DISPOSE OF THE WASTE MATERIAL COLLECTED

USING APPROPRIATE BMP'S.

THE CONTRACTOR SHALL REVIEW THE DOCUMENTS FOR THE EXTENT OF NEW WORK, AND PROTECT

EXISTING ITEMS/AREAS NOT IN THE CONTRACT. ALL DAMAGED WORK AREAS AND ITEMS SHALL BE

REPAIRED AND REPLACED TO MATCH EXISTING CONDITIONS OR BETTER, AT NO ADDITIONAL COST

TO THE GOVERNMENT.

THE EQUIPMENT OPERATOR SHALL CLOSELY MONITOR EXCAVATED MATERIAL FOR SIGNIFICANT

CHANGES IN COLOR, SIZE (GRADATION), AND TYPE OF MATERIAL. SUCH CHANGES MAY INDICATE

THE PRESENCE OF AN UNMARKED UTILITY. IF SUCH CHANGES ARE NOTED, THE CONTRACTOR

SHALL CEASE ALL EXCAVATION BY EQUIPMENT, AND PROBE BY HAND. IF ANY QUESTIONS ARISE, THE CONTRACTOR SHALL CONTACT THE UNDERSIGNED.

THE CONTRACTOR SHALL SUBMIT A COMPLETED AND APPROVED US ARMY GARRISON HAWAII

DIRECTORATE OF PUBLIC WORKS EXCAVATION PERMIT FORM, WITH ATTACHMENTS, TO THE

CONTRACTING OFFICER ASSIGNED TO THIS PROJECT PRIOR TO ANY EXCAVATION. THE

CONTRACTOR SHALL MAINTAIN THIS PERMIT ON SITE AT ALL TIMES DURING EXCAVATION. THIS

APPLICATION BECOMES A CERTIFIED EXCAVATION PERMIT ONLY AFTER ALL UTILITY AGENCIES

HAVE APPROVED THE APPROPRIATE SECTIONS AND THE CONTRACTING OFFICER OR PROJECT

MANAGER HAS SIGNED THE FORM.

THE LOCATIONS OF EXISTING UTILITIES SHOWN ON PLAN AND PROFILE ARE ONLY APPROXIMATE.

WHERE THE EXISTING UTILITIES CAN NOT BE VERIFIED IN THE FIELD, THE CONTRACTOR SHALL

TONE/POTHOLE AND PHYSICALLY VERIFY LOCATIONS OF ALL EXISTING UTILITIES AND UTILITY

CROSSINGS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL ALSO VERIFY AND

CHECK ALL PERTINENT ELEVATION, LOCATION, AND DETAIL DIMENSIONS NOTED ON THE DRAWINGS

PRIOR TO PIPELINE UTILITY INSTALLATION. ANY DISCREPANCY WITH PLAN ARRANGEMENTS SHALL

BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE COR FOR CLARIFICATION.

4.

CONTRACTOR SHALL REMOVE FRAME, COVER, TOP CONE SECTION (OR (3ft) MINIMUM DEPTH), AND BREAK UP BOTTOM OF MANHOLES AND FILL WITH NON-EXPANDABLE MATERIAL; FOR ALL

MANHOLES TO BE ABANDONED IN PLACE.

12.

ALL PIPE AND FITTING SIZES ARE IN INCHES (in), UNLESS OTHERWISE INDICATED.13.

THE CONTRACTOR SHALL PERFORM A GENERAL SITE SURVEY AND LOCATE ALL UTILITIES WITHIN

THE AFFECTED AREA PRIOR TO EXCAVATION. THE CONTRACTOR SHALL VERIFY THAT THERE ARE

NO KNOWN EXISTING UTILITIES IN QUESTION FOR THE AFFECTED AREA BY USING THE CURRENT

UTILITY DRAWINGS AND TONING PRIOR TO EXCAVATION. ALL UTILITIES THAT ARE NOT SHOWN ON

THE PLANS, BUT HAVE BEEN LOCATED IN THE FIELD SHALL BE SHOWN ON THE CONSTRUCTION

AS-BUILT DRAWINGS. THE CONTRACTOR SHALL VERIFY THAT ALL WATER, SEWER, ELECTRICAL, GAS, AND DRAINAGE UTILITIES HAVE BEEN IDENTIFIED.

14.

EROSION CONTROL MEASURES SHOWN HEREIN REPRESENT THE MINIMUM

REQUIREMENTS. CONTRACTOR, AT HIS OWN EXPENSE, SHALL ADJUST EROSION

CONTROL MEASURES TO PROVIDE BEST MANAGEMENT PRACTICES TO ADDRESS

REQUIREMENTS OF HAR 11-54 AS NEEDED AND AS CONSTRUCTION PHASING AND

SEQUENCING REQUIRES. ANY REVISIONS AND/OR CHANGES AS A RESULT OF

THESE CONDITIONS SHALL REQUIRE REVIEW AND APPROVAL BY ENGINEER,

STATE AND COUNTY AGENCIES.

21.

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IDENTIFICATION

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SHEET OF

US Army Corps of Engineers

Honolulu District

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EXP. DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

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ABBREVIATIONS

1.

UTILITY OUTAGE/LINE-STOPPING NOTES

STATE HISTORIC PRESERVATION DIVISION REQUIREMENTS

CONTRACTORS SHALL TAKE PRECAUTIONS TO PRESERVE ALL CULTURAL RESOURCES, HISTORICAL

AND/OR ARCHAEOLOGICAL, ENCOUNTERED DURING THE WORK. IF PREVIOUSLY UNIDENTIFIED OR

UNANTICIPATED RESOURCES ARE INADVERTENTLY DISCOVERED (BY THE CONTRACTOR,

GOVERNMENT PERSONNEL, CULTURAL MONITORS OR ARCHEOLOGISTS) DURING EXCAVATION,

TESTING, OR BORING; ALL ACTIVITIES THAT MAY DAMAGE OR ALTER SUCH RESOURCES WITHIN 35

FEET OF THE IMMEDIATE AREA SHALL BE TEMPORARILY SUSPENDED. THESE CULTURAL

RESOURCES MAY BE PREHISTORIC OR HISTORIC; SURFACE OR SUBSURFACE; AND INCLUDE BUT

ARE NOT LIMITED TO HUMAN SKELETAL REMAINS OR BURIALS; ARTIFACTS; SHELL, MIDDEN, BONE, CHARCOAL, SOIL, OR OTHER DEPOSITS; ROCKS OR CORAL ALIGNMENTS, PAVING, WALL, OR OTHER

CONSTRUCTED FEATURES; AND ANY INDICATION OF AGRICULTURAL OR OTHER USES. UPON SUCH

DISCOVERY OR FIND, THE CONTRACTOR SHALL ISOLATE THE MATERIAL WHERE FIRST IDENTIFIED, AND IMMEDIATELY NOTIFY THE STATE HISTORIC PRESERVE OFFICE, GOVERNMENT'S QUALITY

ASSURANCE PERSONNEL OR THE CONTRACTING OFFICER'S REPRESENTATIVE (COR). WHEN SO

NOTIFIED, THE COR WILL CONTACT THE INSTALLATION CULTURAL RESOURCES MANAGER (ICRM)

AND THE CORPS ENVIRONMENTAL TECHNICAL BRANCH (CEPOH-EC-E) AS SOON AS POSSIBLE TO

DETERMINE IF ARCHAEOLOGICAL, HISTORICAL, OR CULTURAL RESOURCES ARE SIGNIFICANT. THE

ICRM AND/OR CEPOH-EC-E WILL DETERMINE WHAT PROCEDURES NEED TO BE IMPLEMENTED (E.G.

PROMPT AND PROPER DATA RECOVER) AND WILL ADVISE THE COR WHEN WORK CAN RESUME IN

THE AFFECTED AREA. THE CONTRACTOR SHALL NOT PROCEED IN THAT AREA UNTIL DIRECTED BY

THE COR OR HIS DESIGNATED REPRESENTATIVES.

1.

WITHIN ONE WEEK AFTER SITE AND EXTERIOR UTILITIES ARE INSTALLED, THE CONTRACTOR SHALL

PROVIDE TEMPORARY GRASSING IN ACCORDANCE WITH THE SPECIFICATIONS SECTION "SEEDING".

TEMPORARY GRASSING SHALL BE WITH ANNUAL RYE GRASS.

THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS RESULTING FROM THEIR WORK WHICH

ARE DEPOSITED IN DRAINAGE FACILITIES, ROADWAYS, AND OTHER AREAS. THE COSTS INCURRED

FOR ANY NECESSARY REMEDIAL ACTION BY THE GOVERNMENT SHALL BE PAID BY THE

CONTRACTOR.

IF GRADING, TRENCHING OR DEWATERING WORK INVOLVES CONTAMINATED SOIL AND/OR

HAZARDOUS MATERIAL, THEN ALL WORK SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS, AND APPLICABLE STATE AND FEDERAL REQUIREMENTS. IF CONTAMINATED SOIL OR HAZARDOUS

MATERIAL IS ENCOUNTERED, CONTRACTOR SHALL IMMEDIATELY CONTACT THE COR.

ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE WATERS FROM DAMAGING THE

CUT FACE OF AN EXCAVATION OR THE SLOPED SURFACES OF A FILL. FURTHERMORE, ADEQUATE

PROVISIONS SHALL BE MADE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE SITE.

4.

2.

1.

3.

GRADING AND TRENCHING NOTES

CONTRACTOR SHALL CONSTRUCT NEW WATER MAINS FIRST WITH LATERAL RECONNECTION TO

NEW MAINS DONE AFTER MAIN IS COMPLETED. TEMPORARY WATER LATERAL OUTAGES NOT

EXCEEDING 4 HOURS SHALL BE ALLOWED (SUBJECT TO NOTIFICATION REQUIREMENTS BELOW). IF

THE 4 HOUR MAXIMUM OUTAGE CANNOT BE MET, CONTRACTOR SHALL PROVIDE WATER AND

PORTABLE TOILETS FOR BLDG OCCUPANTS AT NO ADDITIONAL COST TO THE GOVERNMENT.

CONTRACTOR SHALL NOTIFY THE COR A MINIMUM OF 60 DAYS PRIOR TO ANY UTILITY OUTAGE.

CONTRACTOR SHALL PROVIDE A LIST OF ALL FACILITIES BEING AFFECTED BY THE PROPOSED

OUTAGE & ESTIMATED LENGTH OF OUTAGE.

2.

WATER MAIN OUTAGES SHALL NOT BE ALLOWED FOR THIS PROJECT. ONLY WATER SERVICE

LATERAL OUTAGES (MAXIMUM 4 HOUR, UNLESS OTHERWISE APPROVED BY THE CONTRACTING

OFFICER) ARE ALLOWED. EXISTING WATER MAINS REQUIRING REMOVAL/RELOCATION SHALL BE

WET-TAPPED WITH TAPPING VALVES USING FITTINGS AND APPURTENANCES AS REQUIRED. ALL

WET-TAPPED LINES REQUIRE CONCRETE THRUST BLOCKS WITH STRUCTURAL STRUTS. CONCRETE

BLOCKS SHALL BE CURED FOR A MINIMUM OF 5 DAYS.

3.

7. UNDERGROUND UTILITY LINES AND/OR STRUCTURES, IF SHOWN, ARE PROVIDED FOR INFORMATION

ONLY AND ARE BASED ON INFORMATION SHOWN ON PLANS/MAPS PREPARED BY OTHERS. THE

INFORMATION SHOWN, THEREFORE, MAY OR MAY NOT BE REPRESENTATIVE OF ACTUAL FIELD

CONDITIONS. THE UNDERGROUND UTILITY LINES AND/OR STRUCTURES MAY OR MAY NOT BE

PRESENT AT THE LOCATIONS SHOWN OR OTHER UNDERGROUND UTILITY LINES AND/OR

STRUCTURES NOT SHOWN MAY BE PRESENT.

TOPOGRAPHIC SURVEY NOTES

NORTH ARROW REFERS TO TRUE NORTH.

ALL ELEVATIONS AND DISTANCES ARE IN FEET.

AZIMUTHS SHOWN ARE REFERENCED FROM TRUE SOUTH.

1.

2.

3.

4.

5.

6.

TOPOGRAPHICAL SURVEY MAP, FY15 OMA PKG A-015 RENOVATE FIRST FLOOR BUILDING 107

WHEELER ARMY AIRFIELD, OAHU, HAWAII WAS COMPLETED BY CONTROL POINT SURVEYING, INC.

ON SEPTEMBER 9, 2014.

ELEVATIONS ARE REFERENCED TO STA. BASE-3, RAILROAD SPIKE ELEV.= 677.03 FT.

WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.

UNLESS OTHERWISE NOTED, ALL LOCATIONS OF UNDERGROUND UTILITY LINES AND/OR

STRUCTURES ARE APPROXIMATE. NO GUARANTEE IS MADE ON THE ACCURACY OR

COMPLETENESS OF THE INFORMATION SHOWN. THE USER(S) OF THIS TOPOGRAPHIC SURVEY

SHALL VERIFY THE INFORMATION, AS NEEDED, DURING CONSTRUCTION.

8.

1. TRAFFIC CONTROL PLANS, IF REQUIRED BY THE COR, SHALL BE THE CONTRACTOR'S

RESPONSIBILITY.

GENERAL NOTE FOR TRAFFIC CONTROL PLAN

CONTRACTOR SHOULD ANTICIPATE TO ENCOUNTER NUMEROUS BOULDERS. THE RESULTING

EXTENDED TIME AND NECESSARY EQUIPMENT TO EXCAVATE THROUGH THE BOULDERS SHALL BE

ACCOUNTED FOR.

5.

EXPANSION JOINT

CONTRACTION JOINT

INVERT ELEVATION

INSIDE DIAMETER

FINISHED FLOOR

FEET, FOOT

HORIZONTAL

HAND VALVE

ELECTRICAL MANHOLE

ELEVATION

EACH WAY

DRAIN INLET/DUCTILE IRON

DIAMETER

ELECTRICAL

APPROXIMATE

CONNECTION

CENTERLINE

CONTINUATION

CONCRETE

BOTTOM OF CURB

ASPHALTIC CONCRETE

EJ.

CJ.

DET.

E.M.H.

EL. ELEV.

DWG.

D.I.

DIA.

APPROX.

CONN.

CONT.

CV.

C, CONC.

BC

A.C.

E

C

L

DETAIL

DRAWING

COVER

BUILDINGBLDG.

INV.

I.D.

I.E.

HORIZ.

F.F.

FT.

H.V.

EXIST., EX

E.W.

INVERT

EXISTING

SAWCUT JOINTSJ.

PAVEMENT

POUNDS PER SQUARE INCH

POLYVINYL CHLORIDE

SEWER CLEAN OUT

SEWER MANHOLE

SCHEDULE

OUTSIDE DIAMETER

ON CENTER

MANUFACTURER

MANHOLE

P, PAV'T

SHT

SMH

PVC

SCH

SCO

PSI

MIN.

OD

OC, O.C.

MFR.

MH

SHEET

MINIMUM

SDMH SEWER DRAIN MANHOLE

SDCO STORM DRAIN CLEANOUT

WATER MANHOLE

WATER LINE

WATER VALVE

VERTICAL

VALVE BOX

WMH

WL

WV

TW

VERT

VB

TOP OF WALL

TELEPHONETEL

STA. STATION

V.I.F. VERIFY IN FIELD

TC TOP OF CURB

SQ. SQUARE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

MULTIPLE DEPLOYMENT FACILITYMDF

ASP AMMUNITION SUPPLY POINT

F.F.E. FINISHED FLOOR ELEVATION

MILLIMETERmm

MAXIMUMMAX.

REINFORCED CONCRETE PIPERCP

ARV AIR RELIEF VALVE

NIC NOT IN CONTRACT

SHLD SHOULDER

SPOT ELEVATIONS.E.

B.O.D. BOTTOM OF DITCH

A.C.B. ASPHALT CONCRETE BASE

S SLOPE

BOTTOM OF SWALEBOS

TYPICALTYP.

BOTTOM OF WALLBW

PCC PORTLAND CEMENT CONCRETE

CONTRACTOR'S OPERATIONS

AND STORAGE AREA

COSA

RC REINFORCED CONCRETE

BV BOTTOM VERTICAL

TOP VERTICALTV

SUBBASESB

RECYCLED ASPHALT PAVEMENTRAP

KILOGRAMKG

SM SQUARE METERS

DEPT. OF PUBLIC WORKSDPW

DRAIN MANHOLEDMH

MEAN SEA LEVELMSL

POST INDICATOR VALVEPIV

IRRIG. IRRIGATION

FINISHED GRADEFG

CLEANOUT TO GRADECOTG, CO

LPG LIQUIFIED PETROLEUM GAS

LINEAR FEETL.F.

TBM TEMPORARY BENCH MARK

CONSTRUCTION NOTES

8.

2.

3.

4.

5.

6.

7.

CONFINED SPACE

NO CONTRACTOR SHALL PERFORM ANY CONSTRUCTION OPERATION SO AS TO CAUSE FALLING

ROCKS, SOIL OR DEBRIS IN ANY FORM TO FALL, SLIDE OR FLOW INTO EXISTING DRAINAGE

SYSTEMS, STREETS OR NATURAL WATERCOURSES. SHOULD SUCH VIOLATIONS OCCUR, THE

CONTRACTOR SHALL IMMEDIATELY MAKE ALL REMEDIAL ACTIONS NECESSARY.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE WITH THE PROVISIONS OF

THE WATER QUALITY AND WATER POLLUTION CONTROL STANDARD CONTAINED IN HAWAII

ADMINISTRATIVE RULES, TITLE 11, CHAPTER 54, "WATER QUALITY STANDARDS" AND TITLE 11, CHAPTER 55, "WATER POLLUTION CONTROL".

FOR ENTRY BY THE CONTRACTING OFFICER, INCLUDING INSPECTORS, INTO A PERMIT

REQUIRED CONFINED SPACE AS DEFINED IN 29 CFR PART 1910.146(B), THE CONTRACTOR SHALL

BE RESPONSIBLE FOR PROVIDING:

1.

A.

B.

C.

2.

3.

ALL SAFETY EQUIPMENT REQUIRED BY THE CONFINED SPACE REGULATIONS

APPLICABLE TO ALL PARTIES OTHER THAN THE CONSTRUCTION INDUSTRY, TO INCLUDE,

BUT NOT LIMITED TO, THE FOLLOWING:

TWO-WAY RADIOS (WALKIE-TALKIES) IF OUT OF LINE-OF-SIGHT.

CONTINUOUS GAS DETECTOR (CALIBRATED) TO MEASURE OXYGEN, HYDROGEN

SULFIDE, CARBON MONOXIDE AND FLAMMABLES (CAPABLE OF MONITORING AT A

DISTANCE AT LEAST 20-FEET AWAY).

CONTINUOUS FORCED AIR VENTILATION ADEQUATE TO PROVIDE SAFE ENTRY CONDITIONS.

ONE ATTENDANT/RESCUE PERSONNEL TOPSIDE (TWO, IF CONDITIONS WARRANT IT).

1.

FULL BODY HARNESSES FOR UP TO TWO PERSONNEL.

LIFELINE AND ASSOCIATED CLIPS.

INGRESS/EGRESS AND FALL PROTECTION EQUIPMENT.

CELLULAR TELEPHONE TO CALL FOR EMERGENCY ASSISTANCE.

EMERGENCY (ESCAPE) RESPIRATOR (10 MINUTE DURATION).

INGRESS/EGRESS AND FALL PROTECTION EQUIPMENT.

THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AREA AND SURROUNDING

AREA FREE FROM DUST NUISANCE. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR

POLLUTION CONTROL STANDARDS CONTAINED IN THE HAWAII ADMINISTRATIVE RULES, TITLE 11, CHAPTER 60.1, "AIR POLLUTION CONTROL".

THE CONTRACTOR SHALL ENSURE VEHICLE ACCESS TO AND FROM PUBLIC STREETS IS

MAINTAINED AT ALL TIMES.

ALL WORK CALLED FOR ON THE PLANS AND NOT ITEMIZED IN THE PROPOSAL AND ALL WORK NOT

CALLED FOR BUT REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT, SHALL BE CONSIDERED

INCIDENTAL.

NO BLASTING SHALL BE ALLOWED ON THIS PROJECT.

THE CONTRACTOR SHALL RESTORE TO THEIR ORIGINAL CONDITION OR BETTER, ALL

IMPROVEMENTS DAMAGED AS A RESULT OF THE CONSTRUCTION, INCLUDING PAVEMENTS,

EMBANKMENTS, CURBS, SIGNS, LANDSCAPING, STRUCTURES, UTILITIES, WALLS, FENCES, ETC.

UNLESS PROVIDED FOR SPECIFICALLY IN THE PROPOSAL, DEMOLITION AND RESTORATION OF

EXISTING ITEMS SHALL BE INCIDENTAL AND INCLUDED WITHIN THE CONTRACT AMOUNT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING/ RECONSTRUCTING ALL CONCRETE

CURBS AND GUTTERS, CONCRETE SWALES, DRIVEWAYS AND SIDEWALKS DAMAGED DURING

CONSTRUCTION.

VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON THE DRAWINGS PRIOR TO THE

START OF CONSTRUCTION. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE

ATTENTION OF THE CONTRACTING OFFICER FOR DIRECTION.

10.

9.

8.

4.

5.

7.

6.

CONTRACTOR'S OPERATIONS AND STORAGE AREA (COSA) SHALL BE LOCATED WITHIN THE

PROJECT SITE. CONTRACTOR'S COSA SHALL BE APPROVED BY DPW. COSA SHALL BE RESTORED

TO ITS ORIGINAL CONDITION AFTER PROJECT COMPLETION. COSA SHALL BE FENCED (MIN HEIGHT

8FT) WITH A SIGN POSTED SHOWING CONTRACTOR'S NAME, POINT OF CONTACT (POC), AND

PHONE NUMBER FOR POC (24 HOURS/DAY), IN CASE OF AN EMERGENCY DURING OFF-HOURS.

11.

LIFE OF A STOCKPILE SHALL BE A MAXIMUM OF 6 MONTHS, WHEREBY CONTRACTOR SHALL REMOVE

AND DISPOSE OF THE STOCKPILE UNLESS WRITTEN AUTHORIZATION IS OBTAINED FROM THE COR.

IF THE STOCKPILING WORK INVOLVES CONTAMINATED SOIL AND/OR HAZARDOUS MATERIAL, THEN

ALL STOCKPILING WORK SHALL BE DONE IN CONFORMANCE WITH APPLICABLE STATE AND FEDERAL

REQUIREMENTS. THE CONTRACTOR SHALL COORDINATE WITH THE COR AND THE DIRECTORATE OF

PUBLIC WORKS (DPW) ENVIRONMENTAL COMPLIANCE BRANCH CHIEF. THE CONTRACTOR SHALL

ALSO CONTACT THE SOLID AND HAZARDOUS WASTE BRANCH OF THE STATE DEPARTMENT OF

HEALTH FOR MORE INFORMATION (PHONE#: 586-4226).

NO STOCKPILING WORK SHALL BE DONE ON SATURDAYS, SUNDAYS AND HOLIDAYS AT ANY TIME

WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER.

THE LIMITS OF THE AREA TO BE STOCKPILED SHALL BE FLAGGED BEFORE THE COMMENCEMENT OF

THE STOCKPILING WORK.

3.

4.

2.

1.

STOCKPILING NOTES

ALL AREAS WITHIN THE CONSTRUCTION LIMITS SHALL BE CLEARED AND GRUBBED, AND SHALL

BE REGRASSED.

12.

CU

COPPER

ADA AMERICANS WITH DISABILITIES ACT

ARCH. ARCHITECTURAL

MECHANICALMECH.

OIL WATER SEPARATOROWS

FIRE HYDRANTF.H.

HEIGHTH

ELECTRICELEC.

COMMUNICATIONCOMM.

DOWN SPOUTD.S.

BACKFLOW PREVENTERBFP

CONVENTIONAL STANDOFF CCSD

DISTANCE

LENGTHL

SPR SPRINKLER HEAD

TRANSFORMERTRANSF

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

I N

K

A

R C

H

L L C

H O

N O

L U

L U

H

A W

A I I

P H

O N

E

I W

I L E

I

R

O A

D

S

U I T

E

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

F O

A

F T

E R

O

A H

U

H

A W

A I I

H O

N O

L U

S

T R

I C

T

EXP. DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

M E

S S

F M

B R

W E

N D

Y

M

C L A

I N

T

E D

GC002

C I V

T

A

A F

B

G

C D

IN THE EVENT OF ABOVE NORMAL

RAINFALL, CONTRACTOR SHALL

REMOVE INLET PROTECTION AND

REPLACE AFTER EVENT HAS PASSED.

NOTE:

3" DIA. PERF. PVC

PIPE SEWN INSIDE

OVERFLOW GAP

SEDIMENT FILTER

EXISTING CATCH BASIN

2"x4" TOP, BOTTOM, AND MID.

1"x2" NAILER

2"x8" TOP RAIL

4"x6" POST

4"X4" BRACING

AT 16'-0" O.C.

4"X4" BRACING

AT 8'-0" O.C.

GRADE VARIES

1' DIA. CONC. FOOTING

CLOTH BARRIER

BURIED BELOW GRADE

NOTES:

1. CLOTH BARRIER NOT SHOWN IN FRONT VIEW

2. CLOTH BARRIER TO BE A "WOVEN GEOTEXTILE" OR

"NURSERY SHADE"

3. LUMBER SIZES ARE NOMINAL INCHES

4. AS SHOWN CLOTH TO BE BURIED AT BASE TO

INDICATED DIM.

5. 1"x2" CLOTH BARRIER CAPS TO BE NAILED 12" O.C.

6. BURLAP IS NOT ACCEPTABLE AS THE CLOTH BARRIER

7. CLOTH TO HAVE NO HORIZONTAL SEAMS

8. VERTICAL SEAMS TO BE MADE OVER UPRIGHTS ONLY

9. ALL SEAMS TO BE CAPPED WITH MINIMUM OF 1"x2"

10. ALL JOINTS TO BE SECURELY FASTENED BY

MECHANICAL MEANS

11. CONTRACTOR TO ENSURE STAKES AND FOOTINGS

ARE CLEAR OF ALL UNDERGROUND UTILITIES FOR

INSTALLATION.

8'-0"8'-0"

1'-6"

9'-6" MIN.

6" MIN. OVERLAP

OR PER SPEC.

NOTES:

PLAN

SECTION

OVERLAP

9" SOCK BARRIER

(MULTI-FILAMENT

POLYPROPYLENE)

9" SOCK BARRIER

(MULTI-FILAMENT

POLYPROPYLENE)

LIMITS OF GRADING

AND/OR GRUBBING

WORK AREA

RUNOFF FLOW

PROTECTED

AREA

PROTECTED

AREA

WORK AREA

RUNOFF FLOW

PROTECTED

AREA

9" SOCK BARRIER

(MULTI-FILAMENT

POLYPROPYLENE)

RUNOFF FLOW

WORK AREA

1. FILL COMPOSITION IS WOOD MULCH.

2. FILL SHALL NOT CONTAIN BIOSOLIDS

AND SHOULD BE CONSISTENT WITH

EPA GUIDELINES.

SCALE: 1" = 1' - 0"

CATCH BASIN PROTECTION DETAIL

A1

SCALE: 1" = 1'- 0"

COMPOST FILTER SOCK DETAIL

B1

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

DUST FENCE DETAIL

C3

GRAPHIC SCALE:

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

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S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

I N

K

A

R C

H

L L C

H O

N O

L U

L U

H

A W

A I I

P H

O N

E

I W

I L E

I

R

O A

D

S

U I T

E

U S

A

R M

Y

C

O R

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N G

I N

E E

R S

F O

A

F T

E R

O

A H

U

H

A W

A I I

H O

N O

L U

S

T R

I C

T

EXP. DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

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A I I

W A

D

- W A

D

A N

S I

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M E

S S

F M

B R

W E

N D

Y

M

C L A

I N

T

E D

CD501

E R

O S

I O

N

C

O N

T R

T

A I

A

A F

B

C

D D

G N

4' 8'0 2'

1/4" = 1' - 0"

1" = 1' - 0"

0 1' 2'

XXX

SECTION

6"

NEW CONC. SIDEWALK EXISTING CONC.

SIDEWALK

4" THICK CONC. WITH 6X6-

W2.9 X W2.9 WWF REINF.

CENTERED IN SLAB

SAWCUT LINE

AT SCORE LINE

EXIST. CONC.

EXIST. BASE

COURSE

DOWEL,

SEE DETAIL BELOW

4" BASE COURSE

NEW CONC. CURB SECTION

CONC. CURB PLAN VIEW

D5

CS501

3"

3"

1'-0"

AC TRANSITION

EXIST.

GROUND

#5 SMOOTH

DOWELS 12"

LONG

CONC. CURB,

SEE DET.

NEW CURB

#5 SMOOTH

DOWELS 12"

LONG

EXIST. CURB

1" DRILLED HOLE

EMBED 12" LONG

SMOOTH DOWELS

WITH EPOXY.

SAWCUT LINE

EXISTING AC

PAVEMENT

TACK COAT

EXIST. AC

PAVEMENT

PRIME COAT

MATCH EXIST.

PAV'T THICKNESS

NEW CURB SHALL BE

COLORED AND IMPRINTED

TO SIMULATE EXISTING

STONE CURBS (VERIFIED

IN FIELD).

NOTE:

X X X X X X X X X

4" THICK CONC WITH 6X6

W2.9XW2.9 WWF REINF.

CENTERED IN SLAB

4" THICK BASE

COURSE

COMPACTED SUBGRADE

1. SCARIFY TO MINIMUM DEPTH OF 6" (COMPACT TO 95%

MAX DRY DENSITY)

2. FOR SIDEWALK JOINTS, SEE DET.

NOTES:

A1

CS501

6"

T Y

P

R=1/2", TYP.

4" THICK CONC WITH 6X6

W2.9XW2.9 WWF REINF.

CENTERED IN SLAB

REPLICATED HISTORIC

CONC. CURB

PAVEMENT AS

SHOWN ON PLANS

1/8" RADIUS

FINISH GRADE

COMPACTED SUBGRADE

4" THICK BASE COURSE

2.0% MAX

X X

X X

X X

X

VARIES, SEE PLAN

6"6"

SAWCUT JOINT

CONC

SIDEWALK

EXPANSION JOINT

SAWCUT OR FORMED

GROOVED FILL WITH

JOINT SEALER

1/2" SQ JOINT SEALANT

OVER PRE-MOLDED

JOINT FILLER

NEW CONC

1/8" SAWCUT

R=1/2", TYP.

CURB GRADE

6" 1"

7"

1/4" R

1" R

AC PAVEMENT /

CONCRETE PAVEMENT

FINISH GRADE

COMPACTED SUBGRADE

CURB LINE

4" THICK

BASE COURSE

TYPICAL JOINT LAYOUT DETAIL

SAWCUT JOINT

EXPANSION JOINT, TYP. AT EVERY 6TH JOINT

EDGE OF CONC. PAVEMENT

SPACING = W (MIN.)

OR 1.25*W (MAX.)

1. ALL JOINT EDGES SHALL BE TOOLED WITH 1/2" RADIUS.

2. ALL JOINTS TO BE FILLED SHALL BE SLIGHTLY UNDER FILLED WITH JOINT SEALER CONFORMING TO

ASTM 1190.

3. ALL JOINTS SHALL BE MECHANICALLY CLEANED, PRIMED AND PREPARED IMMEDIATELY BEFORE

INSTALLATION OF JOINT SEALER.

NOTES:

W I D

V

A R

I E

S

S E

E

P

L A

N S

1. B= 0" AT CURB RAMPS.

2. C= 0" AT CURB RAMPS.

NOTES:

PLAN

ELEVATION

SECTION "A"

6"

1"

VARIES

SEE PLANS

6"

1 4

1 4

VARIES

SEE PLANS

6"

6" 1"

7"

B

1 2

C

1 2

CURB GRADE

R = 1"

R =

1" DIA. HOLE

X X X X X X X X

0% MIN TO 2% MAX

SLOPE

4" THICK CONC WITH 6X6

W2.9XW2.9 WWF REINF.

CENTERED IN SLAB

FACE OF WALL, PER PLAN

LIGHT BROOM FINISH

PERPENDICULAR TO

SIDEWALK

1/2" SQ. JOINT SEALANT

OVER 1/2" THK

PRE-MOLDED JOINT FILLER

1/2" RADIUS TOOLED

EDGE, TYP.

FINISH GRADE

COMPACTED

SUBGRADE

4" BASE COURSE

CONCRETE SIDEWALK ABUTTING BUILDING

VARIES, SEE PLAN

6"6"

CONC. PAVM'T

ADJACENT TO BLDG.

CONC. PAVM'T

ADJACENT TO LANDSCAPE

X

X

X

PLAN

6"6"

EXIST. CONC.

SIDEWALK

1" DIA. DRILLED

HOLE EMBED 12"

LONG SMOOTH

DOWELS WITH EPOXY

NEW CONC.

SIDEWALK

#5 SMOOTH DOWELS

12" LONG @ 9" O.C.

AC PAVM'T

CONC. PVM'T

BASE COURSE

FLUSH CURB

DROP CURB

CONC.

SIDEWALK

ADA RAMP

S O

L I C

I T

A T

I O

N

N

O

F I

M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I

M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

I N

K

A

R C

H

L L C

H O

N O

L U

L U

H

A W

A I I

P H

O N

E

I W

I L E

I

R

O A

D

S

U I T

E

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

F O

A

F T

E R

O

A H

U

H

A W

A I I

H O

N O

L U

S

T R

I C

T

EXP. DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

M E

S S

F M

B R

W E

N D

Y

M

C L A

I N

T

E D

SCALE: 3" = 1' - 0"

CONCRETE SIDEWALK JOINT DETAILS

A1

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

CONCRETE SIDEWALK CONNECTION

C1

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

CONNECTION TO EXIST CONCRETE CURB DETAIL

C2

SCALE: 1" = 1' - 0"

TYPICAL CONCRETE SIDEWALK DETAIL

C3

SCALE: 1" = 1' - 0"

CONCRETE SIDEWALK WITH CURB DETAIL

B3

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

CONCRETE CURB DETAILS

D5

SCALE: 1" = 1'-0"

CONCRETE SIDEWALK DETAILS

A2

SCALE: 1" = 1' -0"

CONCRETE DROP CURB DETAIL

B5

CS501

S I T

E

D

E T

A I L

S

W A

A F

B

C

S D

G N

0 3" 6" 9" 12"

GRAPHIC SCALE:

1" = 1' - 0"

3" = 1' - 0"

0 1' 2' 3'

3/4" = 1' - 0"

0 1' 2'

1' 2'0 6"

1 1/2" = 1' - 0"

SCALE: 1" = 1' -0"

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A4