KNMD209087EgressDrawings.pdf

PDF 25 MB Posted Jun 5, 2026

Attached to: Construct Egress Maintenance Facility, F-22
Solicitation number: W50SLF26X1BWH
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Jun 5, 2026

This file contains egress drawings for a construction project at Joint Base Pearl Harbor-Hickam, Hawaii. The drawings support the pre-solicitation notice for constructing a new 3,201 square foot Egress Maintenance Facility for F-22 aircraft operations under solicitation number W50SLF26X1BWH. The project is being pursued by the Department of the Army National Guard through the USPFO for Hawaii.

The drawings illustrate the facility design incorporating specialized structural and safety requirements including micro-pile foundation systems, elevated construction to meet tsunami and flooding criteria per DoD Unified Facilities Criteria, anti-explosive electrical components, comprehensive lightning and grounding protection, and site improvements such as asphalt pavements for facility access, a concrete Aerospace Ground Equipment Ready Pad, and a concrete Gas Oxygen canopy shelter pad. Utility infrastructure requirements depicted include connections for water, sanitary sewer, storm sewer, telecommunications, and electrical systems. All construction work must comply with DoD antiterrorism and force protection standards, DoD, Air Force, and base design standards, and utilize local materials and construction techniques where cost effective.

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US Army Corps of Engineers ®

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US Army Corps of Engineers ®

ISSUE DATE:

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HONOLULU DISTRICT

15 OCTOBER 2025

JOINT BASE PEARL HARBOR-HICKAM, OAHU, HAWAII

FY22 HAWAII AIR NATIONAL GUARD (HIANG) F-22 PLUS-UP

EGRESS MAINTENANCE FACILITY

REVISED FINAL SUBMITTAL

W A

PROJECT AREA

PROJECT SITE

PROJECT VINCINITY MAP

SHEET LIST

SHEET

NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

G-002 GENERAL NOTES, ABBREVIATIONS

G-003 MOUNTING HEIGHTS & DOOR CLEARANCES

CIVIL

V-101 EXISTING CONDITIONS

B-101 BORING LOCATIONS

B-102 BORING LEGEND AND LOGS

C-001 CIVIL NOTES

C-002 EROSION AND SEDIMENT CONTROL NOTES

C-003 UTILITY NOTES

C-004 PHASING NOTES

C-101 HAUL ROUTE

C-102 PHASING PLAN - PHASE 1

C-103 PHASING PLAN - PHASE 2

C-104 EROSION AND SEDIMENT CONTROL INITIAL PLAN

C-105 EROSION AND SEDIMENT CONTROL

INTERMEDIATE PLAN

C-106 EROSION AND SEDIMENT CONTROL FINAL PLAN

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CS401 ENLARGED SITE PLAN

CG101 GRADING PLAN

CG301 SITE SECTIONS

CG401 ENLARGED GRADING PLAN

CU101 UTILITY PLAN

CU201 UTILITY PROFILES

C-501 EROSION AND SEDIMENT CONTROL DETAILS

C-502 SITE DETAILS

C-503 SITE DETAILS

C-504 UTILITY DETAILS

C-505 UTILITY DETAILS

C-506 UTILITY DETAILS

C-507 PHASING DETAILS

C-508 PHASING DETAILS

C-509 PHASING DETAILS

C-801 EROSION AND SEDIMENT CONTROL INITIAL PLAN

(BID OPTION)

C-802 EROSION AND SEDIMENT CONTROL

INTERMEDIATE PLAN (BID OPTION)

C-803 EROSION AND SEDIMENT CONTROL FINAL PLAN

(BID OPTION)

C-804 DEMOLITION PLAN (BID OPTION)

C-805 SITE PLAN (BID OPTION)

C-806 ENLARGED SITE PLAN (BID OPTION)

C-807 GRADING PLAN (BID OPTION)

C-808 SITE SECTION (BID OPTION)

C-809 ENLARGED GRADING PLAN (BID OPTION)

C-810 UTILITY PLAN (BID OPTION)

C-811 UTILITY PROFILES (BID OPTION)

C-812 UTILITY DETAILS (BID OPTION)

STRUCTURAL

S-001 STRUCTURAL NOTES

S-002 STRUCTURAL NOTES

S-101 FOUNDATION PLAN

S-102 ROOF FRAMING PLAN

S-201 BUILDING ELEVATIONS

S-301 BUILDING SECTION

S-501 TYPICAL MICROPILE DETAILS

S-502 TYPICAL CMU WALL DETAILS

S-503 TYPICAL CONCRETE WALL DETAILS

S-504 SECTIONS AND DETAILS

S-505 SECTIONS AND DETAILS

S-506 SECTIONS AND DETAILS

S-507 SECTIONS AND DETAILS

S-508 TYPICAL CONCRETE PAD DETAILS

S-801 PLAN AND DETAILS

S-802 SECTION AND DETAIL

E E

B E

R T

SHEET LIST

SHEET

NUMBER SHEET NAME

ARCHITECTURAL

A-001 AIR BARRIER FLOOR PLAN

A-002 AIR BARRIER BUILDING SECTIONS

A-101 FLOOR PLAN

A-102 ROOF PLAN

A-103 REFLECTED CEILING PLAN

A-104 SIGNAGE PLAN

A-201 ELEVATIONS

A-202 ELEVATIONS

A-301 BUILDING SECTIONS

A-401 PARTITION TYPES

A-402 WALL SECTIONS

A-411 SECTOR A - ENLARGED PLAN AND REFLECTED

CEILING PLAN

A-412 SECTOR A - INTERIOR ELEVATIONS

A-413 SECTOR B - ENLARGED PLAN AND REFLECTED

CEILING PLAN

A-414 SECTOR B - INTERIOR ELEVATIONS

A-501 ROOF DETAILS

A-502 CEILING & SIGNAGE DETAILS

A-503 DOOR DETAILS

A-504 LOUVER DETAILS

A-601 DOOR AND LOUVER SCHEDULES

A-602 FINISH AND SIGNAGE SCHEDULE

A-801 GOX CANOPY SHELTER PLANS AND ELEVATIONS

A-802 GOX CANOPY SHELTER SECTIONS AND DETAILS

FIRE PROTECTION

F-001 BUILDING CODE SUMMARY

F-101 CODE COMPLIANCE SITE PLAN

F-102 FLOOR PLAN - LIFE SAFETY

FA101 FLOOR PLAN - FIRE ALARM-MASS NOTIFICATIONS

FA501 FIRE ALARM-MASS NOTIFICATION DETAILS

FA601 FIRE ALARM-MASS NOTIFICATION SYSTEM

SEQUENCE OF OPERATIONS AND RISER DIAGRAM

FX001 FIRE PROTECTION NOTES, SYMBOLS AND

ABBREVIATIONS

FX101 FLOOR PLAN - FIRE SPRINKLER

FX501 FIRE SPRINKLER DETAILS

PLUMBING

P-001 PLUMBING LEGEND

P-101 PLUMBING PLAN - SANITARY

P-102 PLUMBING PLAN - DOMESTIC WATER AND

COMPRESSED AIR

P-103 PLUMBING ROOF PLAN

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-701 PLUMBING ISOMETRICS

MECHANICAL

M-001 MECHANICAL GENERAL NOTES, ABBREVIATIONS

M-101 OVERALL MECHANICAL PLAN

M-301 MECHANICAL SECTIONS

M-401 ENLARGED MECHANICAL PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL EQUIPMENT SCHEDULES

M-602 MECHANICAL SCHEDULES

M-701 CONTROL DIAGRAM

M-702 CONTROL DIAGRAM

M-703 DDC POINTS LIST

ELECTRICAL

E-001 ELECTRICAL NOTES AND LEGEND

ES101 ELCTRICAL SITE PLAN - EGRESS BUILDING

ES501 ELECTRICAL SITE DETAILS

ES502 ELECTRICAL SITE DETAILS

E-101 POWER PLAN

E-102 LIGHTING PLAN

E-103 MECHANICAL POWER PLAN

E-104 LIGHTNING PROTECTION PLAN

E-401 ENLARGED COMM ROOM - POWER PLAN

E-501 LUMINAIRE SCHEDULE

E-502 MISCELLANEOUS DETAILS

E-601 ONE-LINE DIAGRAM

E-701 PANEL SCHEDULES

E-801 EQUIPMENT SCHEDULE

TELECOMMUNICATIONS

T-001 TELECOM NOTES AND LEGEND

T-002 TELECOMMUNICATION LIST, ABBREVIATIONS

TS101 TELECOMMUNICATIONS SITE PLAN - EGRESS

BUILDING

TS501 DUCT SECTION DETAILS

TS502 TELECOM DETAILS

TS503 TELECOM MAINTENANCE HOLE DETAILS

TS504 TELECOM DETAILS

TS505 TELECOMMUNICATIONS DETAILS

TS506 TELECOMMUNICATIONS - EXIST 3428 EAST

ELEVATION AND DETAIL PLAN

TS601 TELECOM GROUNDING DIAGRAM

T-101 TELECOMMUNICATIONS AND SECURITY PLAN

T-401 ENLARGED TELECOMMUNICATION ROOM -

EGRESS BUILDING

T-402 ENLARGED TELECOMMUNICATION ROOMS -

EXISTING B3428 TELECOM ROOM 141

T-501 TELECOMMUNICATIONS DETAILS

T-502 TELECOMMUNICATIONS DETAILS

T-503 TELECOMMUNICATIONS DETAILS

T-504 TELECOMMUNICATIONS DETAILS

T-505 TELECOMMUNICATIONS DETAILS

T-506 TELECOMMUNICATIONS DETAILS

T-507 TELECOMMUNICATIONS DETAILS

T-601 TELECOMMUNICATIONS RISER DIAGRAM

T-602 SECURITY RISER DIAGRAM

T-603 TELECOMMUNICATIONS DETAILS

T-604 TELECOMMUNICATIONS DETAILS

DRAWING ABBREVIATIONS

INDEX OF DRAWINGS

GENERAL NOTES

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

ANNOTATION CALLOUTS / DRAWING

SYMBOLS

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES

ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER)

BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL

FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE

BOARD (INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT TREATED

WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING

CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTI

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

REVISION

TAG

NORTH ARROW W/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SOAP DISPENSER

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL SHEET METAL (FLASHING)

FLASH

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SND SANITARY NAPKIN DISPENSER

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TSCD TOILET SEAT COVER DISPENSER

TTD TOILET TISSUE DISPENSER

TV TELEVISION

SHEET NUMBER WITHIN SERIES

A201

A204

A301

A401

ROOM

100'

LEVEL 01

100'

PLAN

NORTH

PLAN GENERAL NOTES:

1. ALL DIMENSIOSN ARE TO FACE OF FINISH UNLESS NOTED OTHERWISE.

2. PATCH AND REPAIR ALL DAMAGED INTERIOR CONCRETE AND CMU

WITHIN THE SCOPE OF WORK.

3. ALL CONCRETE AND CMU NOT OTHERWISE FINISHED OR COVERED

SHALL BE PAINTED.

4. UNO, LOCATE EDGE OF DOOR OPENING 3" FROM ADJACENT WALL.

5. FOR NEW ACCESSIBLE TOILET INSTALLATION THE CENTERLINE OF

ACCESSIBLE TOILET IS TO BE 17" FROM THE SIDE WALL OR PARTITION.

REFLECTED CEILING PLAN GENERAL NOTES:

1. ALL UTILITIES AT CEILING (LIGHTING FIXTURES, ELECTRICAL CONDUIT

AND EQUIPMENT, COMMUNICATIONS CONDUIT AND EQUIPMENT, CABLE

TRAYS, MECHANICAL DUCTS AND EQUIPMENT) SHALL BE INSTALLED TO

MAINTAIN A MINIMUM OF 7'-6" AFF TO BOTTOM OF ALL SUCH UTILITIES

AND UTILITY HOUSING.

2. ALL UTILITIES AT CEILING SHALL BE INSTALLED TIGHT TO THE SLAB OR

BEAMS/GIRDERS - CONTRACTOR SHALL COORDINATE UTILITY

CROSSINGS TO PROVIDE MAXIMUM HEADROOM CLEARANCE AND

AVOID ENTERING/CROSSING STAIR ENCLOSURE.

PAINT OUT ALL EXPOSED CLG MOUNTED UTILITIES, CONDUIT - EXCEPT FIRE

SPRINKLER HEADS

BUILDING SUMMARY

THE EGRESS SHOP/GOX CANOPY SHELTER/AGE READY PADS (CLIN 0008) IS

PART OF THE A/E TASK ORDER IN SUPPORT OF THE HIANG F-22 MISSION.

SCOPE OF WORK:

PROVIDE ARCHITECTURAL AND ENGINEERING SERVICES TO CONSTRUCT AN

EGRESS MAINTAINENCE FACILITY. THE PLANNED LOCATION FOR THIS NEW

FACILITY IS ADJACENT TO THE MAINTENANCE BACK-SHOPS OF SQUADRON

OPERATIONS FACILITY B3428. PROJECT INCLUDES ASPHALT PAVEMENTS TO

PROVIDE ACCESS TO THE NEW FACILITY. PROJECT INCLUDES A CONCRETE

AGE READY PAD (3 LOCATIONS).

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

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G E

N E

R A

L N

O T

E S

B B

R E

N S

J O

B A

S E

P E

A R

L H

A R

B O

R -H

A M

A H

U H

A W

F Y

A W

A T

A L G

U A

R D

F -2

L U

S -U

P H

O N

O L U

L U

T R

F O

R T

S H

A F

T E

R O

A H

U H

A W

A R

C H

C T

S M

E R

C H

A N

T S

T R

E E

T S

H O

N O

L U

J V

A N

K P

A N

G A

N A

J V

A N

C T

O B

E R

W A

R E

E D

A L S

U B

T A

W A

E E

B E

R T

MIN.

1' - 6"

CLOSER LATCH

1' - 0" IF DOOR HAS

IF Y THEN 3' - 6" MIN.

IF X THEN 3' - 0" MIN.

MIN.

4' - 6"

MIN.

1' - 6"

4' - 11"

O O

R H

A S

L O

S E

T C

FRONT APPROACH FRONT APPROACH

HINGE SIDE APPROACH HINGE SIDE APPROACH

LATCH SIDE APPROACH LATCH SIDE APPROACH

O O

R H

S E

E N

MIN.

2' - 0"

CLEAR FLOOR SPACE

AT SERIES OF DOORS

PULL SIDE

CLEAR FLOOR SPACE

DOORS

1. CONTRACTOR TO NOTIFY ARCHITECT OF ANY CONFLICT BETWEEN THIS SHEET AND THE DRAWINGS OR

SPECIFICATIONS PRIOR TO INSTALLATION.

2. INFORMATION APPEARING ON THIS SHET IS FOR ILLUSTRATION ONLY. CONTRACTOR TO VERIFY CONFORMANCE TO

CONSTRUCTION DOCUMENTS, T.A.S. AND A.D.A. NOTIFY ARCHITECT IF CONFLICT OCCURS.

3. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ACTUAL DESIGN AND CONFIGURATIONS.

4. ALL DIMENSIONS ON THIS SHEET ARE TO FACE OF FINISH.

NOTES

TOILET ROOMS

1' - 6"

CONTROL

AT WIDE

SIDE OF

STALL

TOILET PLANS TOILET ELEVATION

t o

3' - 0"

LAVATORY ELEVATION

T O

B O

T T

O M

O F

R O

NOTE:

INSULATE ALL EXPOSED

HOT WATER AND DRAIN

PIPES

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

A u to d e s k D o c s /1

N G

F -2

P lu s -U p P ro je c ts

/K N

M D

A R

C H

.r v t

:3 :5

G-003

M O

U N

G H

H T

D O

O R

C L E

A R

A N

C E

J O

B A

S E

P E

A R

L H

A R

B O

R -H

A M

A H

U H

A W

F Y

A W

A T

A L G

U A

R D

F -2

L U

S -U

P H

O N

O L U

L U

T R

F O

R T

S H

A F

T E

R O

A H

U H

A W

A R

C H

C T

S M

E R

C H

A N

T S

T R

E E

T S

H O

N O

L U

J V

A N

K P

A N

G A

N A

J V

A N

C T

O B

E R

W A

R E

E D

A L S

U B

T A

W A

E E

B E

EXIST PV ARRAY

STA 115

HUB W/ TACK

ELEV = 3.61

N: 55505.71 E: 1656922.89

STA 5154

"Y" CUT

ELEV = 5.11

N: 55506.24 E: 1656839.41

STA 129

PAINTED "Y"

ELEV = 6.73

N: 55461.42

E: 1656727.97

STA 116

MAG NAIL

ELEV = 6.39

N: 55744.99

E: 1656741.28

STA 316

"Y" CUT

ELEV = 6.41

N: 55796.65 E: 1657096.00

EXIST DRAIN INLET

GRATE: 5.44'

INV: 2.49'

EDGE OF ASPHALT

SHOULDER

261° 42' 49" 358.47'

0°

090° 21' 58"83.49'

068° 05' 15"

120.12'

2°

EXIST DRAIN INLET

GRATE: 5.47'

INV: 2.74'

EXISTING

STORMWATER

QUALITY

BASIN

EXIST FIRE

HYDRANT

EXIST

COMMUNICATION

CONDUIT

EXIST STORAGE

CONTAINER

EXIST SEWER

MANHOLE

EXIST FIRE

HYDRANT

FUTURE DRIVEWAY

INSTALLED BY OTHERS

NOT IN CONTRACT

3 IRRIGATION

BOXES

EXIST ELEC PANEL

ON CONCRETE

PAD

EXIST AC

PAVEMENT

EXIST

CONCRETE

PAVEMENT

EXIST

CONCRETE

PAVEMENT

EXIST DRAIN INLET

GRATE: 6.35'

INV: 2.40'

EXIST PIPE

OUTFALL

INV: 2.02'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C O

N G

R S

T, S

O N

, H

I 9

O C

, 2

L H

R -H

M , O

, H

I A

G U

N G

) F -2

U S

U P

E G

O P

M . U

O W

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

H O

N O

R T

, H

PLAN

NORTH

30' 60'0A1 SCALE 1" = 30'

EXISTING CONDITIONS

G C

O N

V-101

LEGEND:

EXISTING CONTOUR

EXISTING COMMUNICATIONS LINE

EXISTING WATER LINE

EXISTING STORM LINE

EXISTING SEWER LINE

SURVEY TRAVERSE CLOSURE

EXISTING RIPRAP

EXISTING SEWER MANHOLE

EXISTING SEWER COVER

EXISTING DRAIN INLET

EXISTING FIRE HYDRANT

EXISTING ELECTRICAL BOX

EXISTING WATER VALVE

EXISTING IRRIGATION CONTROLLER BOX

EXISTING IRRIGATION BOXES

EXISTING FLOOD LIGHT ON PEDESTAL

EXISTING TREE

4.0

UGC

AutoCAD SHX Text smh

AutoCAD SHX Text top 6.60

AutoCAD SHX Text inv. 1.73

AutoCAD SHX Text smh

AutoCAD SHX Text top 6.65

AutoCAD SHX Text inv. 4.05(6")

AutoCAD SHX Text inv. 2.29

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text flood light on

AutoCAD SHX Text conc. pedestal

AutoCAD SHX Text wv

AutoCAD SHX Text top 6.66

AutoCAD SHX Text ts

AutoCAD SHX Text elec. box

AutoCAD SHX Text top 6.29

AutoCAD SHX Text wv

AutoCAD SHX Text top 5.52

AutoCAD SHX Text ts 3.06

AutoCAD SHX Text d.i.

AutoCAD SHX Text top 5.67

AutoCAD SHX Text inv 3.12

AutoCAD SHX Text a.c. pav't.

AutoCAD SHX Text f.h. #570

AutoCAD SHX Text smh

AutoCAD SHX Text top 4.07

AutoCAD SHX Text a.c. pav't.

AutoCAD SHX Text

AutoCAD SHX Text 2-elec. panels

AutoCAD SHX Text storage container

AutoCAD SHX Text on conc. pad

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text ramp

AutoCAD SHX Text (plugged)

AutoCAD SHX Text bot. (-)4.83

AutoCAD SHX Text inv. (-)4.58

AutoCAD SHX Text inv. (-)5.31

AutoCAD SHX Text inv. (-)5.21

AutoCAD SHX Text inv. (-)1.92 (8"drop)

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

HANGAR 3428

AutoCAD SHX Text T A X I W A Y

AutoCAD SHX Text T O W W A Y

AutoCAD SHX Text X

AutoCAD SHX Text W

AutoCAD SHX Text X

AutoCAD SHX Text D

AutoCAD SHX Text X

AutoCAD SHX Text

AGE PAD

(BID OPTION)

EGRESS BLDG

STA 115

HUB W/ TACK

ELEV = 3.61

STA 5154

"Y" CUT

ELEV = 5.11

STA 129

PAINTED "Y"

ELEV = 6.73

STA 116

MAG NAIL

ELEV = 6.39

STA 316

"Y" CUT

ELEV = 6.41

EXIST PV ARRAY

GOX CANOPY SHELTER

(BID OPTION)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C O

N G

R S

T, S

O N

, H

I 9

O C

, 2

L H

R -H

M , O

, H

I A

G U

N G

) F -2

U S

U P

E G

O P

M . U

O W

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

H O

N O

R T

, H

PLAN

NORTH

30' 60'0A1 SCALE 1" = 30'

BORING LOCATIONS

L O

B-101

APPROXIMATE BORING LOCATION

AC PAVEMENT

CONCRETE

B-402

B-401

LEGEND:

AutoCAD SHX Text smh

AutoCAD SHX Text top 6.60

AutoCAD SHX Text inv. 1.73

AutoCAD SHX Text top 6.65

AutoCAD SHX Text inv. 4.05(6")

AutoCAD SHX Text inv. 2.29

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text flood light on

AutoCAD SHX Text conc. pedestal

AutoCAD SHX Text wv

AutoCAD SHX Text top 6.66

AutoCAD SHX Text ts

AutoCAD SHX Text elec. box

AutoCAD SHX Text top 6.29

AutoCAD SHX Text wv

AutoCAD SHX Text top 5.52

AutoCAD SHX Text ts 3.06

AutoCAD SHX Text d.i.

AutoCAD SHX Text top 5.67

AutoCAD SHX Text inv 3.12

AutoCAD SHX Text a.c. pav't.

AutoCAD SHX Text f.h. #570

AutoCAD SHX Text smh

AutoCAD SHX Text top 4.07

AutoCAD SHX Text a.c. pav't.

AutoCAD SHX Text

AutoCAD SHX Text 2-elec. panels

AutoCAD SHX Text storage container

AutoCAD SHX Text on conc. pad

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text ramp

AutoCAD SHX Text (plugged)

AutoCAD SHX Text bot. (-)4.83

AutoCAD SHX Text inv. (-)4.58

AutoCAD SHX Text inv. (-)5.31

AutoCAD SHX Text inv. (-)5.21

AutoCAD SHX Text inv. (-)1.92 (8"drop)

AutoCAD SHX Text

HANGAR 3428

AutoCAD SHX Text T A X I W A Y

AutoCAD SHX Text T O W W A Y

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C O

N G

R S

T, S

O N

, H

I 9

O C

, 2

L H

R -H

M , O

, H

I A

G U

N G

) F -2

U S

U P

E G

O P

M . U

O W

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

H O

N O

R T

, H

A N

D L

O G

B-102

SW-

GP-GM

75/5"

25/1"

Sieve

- #200 = 10.3%

Direct Shear

Sieve

- #200 = 10.1%

Sieve

- #200 = 16.4%

Brown with multi-color mottling SANDY SILT with some gravel, stiff, moist (fill)

Tan GRAVELLY SAND (CORALLINE) with a little silt (coralline), medium dense, moist (fill)

Brown with multi-color mottling SANDY CLAY with a little gravel, medium stiff, moist (alluvium w/coral debris)

Tan SANDY GRAVEL (CORALLINE) with a little silt (coralline), loose (lagoonal deposit)

Grayish white SILTY GRAVEL with some sand, loose to medium dense (lagoonal deposit)

Whitish tan GRAVELLY SAND (CORALLINE) with traces of silt, dense (weathered sandstone)

Tan CORAL, closely fractured, slightly weathered, hard (coral formation)

Log of Boring

Date Started:

Date Completed:

Logged By:

Total Depth:

Work Order:

O th er T es ts

Plate

Po ck et P en

(ts f)

CME-55D

4" Solid-Stem Auger 140 lb. wt., 30 in. drop

G ra ph ic

Drill Rig:

Drilling Method:

Driving Energy:

Pe ne tra tio n R es is ta nc e (b lo w s/ fo ot

Approximate Ground Surface Elevation (feet ): 4 *

Sa m pl e

M oi st ur e C on te nt

B-401

D ry

D en si ty

(p cf

) Description

Laboratory

R Q

C or e R ec ov er y

July 22, 2022 July 22, 2022 B. Aiu 63 feet 8426-00

D ep th (f ee t)

Water Level:

Field

A - 8.1 (Energy Transfer Ratio = 77.2%)

GEOLABS, INC.

Geotechnical Engineering

FY22 HAWAII AIR NATIONAL GUARD F-22 PLUS-UP

JOINT BASE PEARL HARBOR-HICKAM

HAIKU, OAHU, HAWAII

_L O

D T

3.5 ft. 07/22/2022 0956 HRS

75/5"

50/2"

Sieve

- #200 = 18.1%

Grayish tan CLAYEY GRAVEL (CORALLINE) with some sand (coralline), medium dense (weathered limestone)

Whitish tan SILTY SAND (CORALLINE) with a little gravel (coralline), loose (coralline detritus)

Dark brown SANDY SILT, stiff (weathered volcanic tuff)

Boring terminated at 63 feet

* ***Elevations estimated from the Add Egress Shope Grading and Drainage Plan downloaded from Rim Architects Sharepoint Site on October 3, 2022.

Log of Boring

Date Started:

Date Completed:

Logged By:

Total Depth:

Work Order:

O th er T es ts

Plate

Po ck et P en

(ts f)

CME-55D

4" Solid-Stem Auger 140 lb. wt., 30 in. drop

G ra ph ic

Drill Rig:

Drilling Method:

Driving Energy:

Pe ne tra tio n R es is ta nc e (b lo w s/ fo ot

Sa m pl e

M oi st ur e C on te nt

B-401

D ry

D en si ty

(p cf

) Description

Laboratory

R Q

C or e R ec ov er y

(Continued from previous plate)

July 22, 2022 July 22, 2022 B. Aiu 63 feet 8426-00

D ep th (f ee t)

Water Level:

Field

A - 8.2 (Energy Transfer Ratio = 77.2%)

GEOLABS, INC.

Geotechnical Engineering

FY22 HAWAII AIR NATIONAL GUARD F-22 PLUS-UP

JOINT BASE PEARL HARBOR-HICKAM

HAIKU, OAHU, HAWAII

_L O

D T

3.5 ft. 07/22/2022 0956 HRS

Sieve

- #200 = 23.6%

Brown with multi-color mottling SANDY SILT with some gravel, stiff, moist (fill)

Tan SILTY SAND (CORALLINE) with a little gravel (coralline), medium dense, moist

Boring terminated at 5 feet

Log of Boring

Date Started:

Date Completed:

Logged By:

Total Depth:

Work Order:

O th er T es ts

Plate

Po ck et P en

(ts f)

CME-55D

4" Solid-Stem Auger 140 lb. wt., 30 in. drop

G ra ph ic

Drill Rig:

Drilling Method:

Driving Energy:

Pe ne tra tio n R es is ta nc e (b lo w s/ fo ot

Approximate Ground Surface Elevation (feet ): 4 *

Sa m pl e

M oi st ur e C on te nt

B-402

D ry

D en si ty

(p cf

) Description

Laboratory

R Q

C or e R ec ov er y

July 20, 2022 July 20, 2022 B. Aiu 5 feet 8426-00

D ep th (f ee t)

Water Level:

Field

A - 9 (Energy Transfer Ratio = 77.2%)

GEOLABS, INC.

Geotechnical Engineering

FY22 HAWAII AIR NATIONAL GUARD F-22 PLUS-UP

JOINT BASE PEARL HARBOR-HICKAM

HAIKU, OAHU, HAWAII

_L O

D T

3.0 ft. 07/20/2022 1320 HRS

A-0.3

ROCK DESCRIPTIONS

Plate

BRECCIA

CLINKER

COBBLES

CORAL

BASALT

ROCK DESCRIPTION SYSTEM

Greater than 24 inches apart

12 to 24 inches apart

6 to 12 inches apart

3 to 6 inches apart

Less than 3 inches apart

Rock shows no sign of discoloration or loss of strength.

Slight discoloration inwards from open fractures.

Discoloration throughout and noticeably weakened though not able to break by hand.

Most minerals decomposed with some corestones present in residual soil mass. Can be broken by hand.

Saprolite. Mineral residue completely decomposed to soil but fabric and structure preserved.

The following terms describe general fracture spacing of a rock:

The following terms describe the chemical weathering of a rock:

ROCK FRACTURE CHARACTERISTICS

DEGREE OF WEATHERING

HARDNESS

BOULDERS

VOID/CAVITY

TUFF

SILTSTONE

LIMESTONE

Unweathered:

Slightly Weathered:

Moderately Weathered:

Highly Weathered:

Extremely Weathered:

Very Hard:

Hard:

Medium Hard:

Soft:

Very Soft:

SANDSTONE

Massive:

Slightly Fractured:

Moderately Fractured:

Closely Fractured:

Severely Fractured:

Rock Log Legend

The following terms describe the resistance of a rock to indentation or scratching:

Specimen breaks with difficulty after several "pinging" hammer blows.

Example: Dense, fine grain volcanic rock

Specimen breaks with some difficulty after several hammer blows.

Example: Vesicular, vugular, coarse-grained rock

Specimen can be broked by one hammer blow. Cannot be scraped by knife. SPT may penetrate by ~25 blows per inch with bounce.

Example: Porous rock such as clinker, cinder, and coral reef

Can be indented by one hammer blow. Can be scraped or peeled by knife. SPT can penetrate by ~100 blows per foot.

Example: Weathered rock, chalk-like coral reef

Crumbles under hammer blow. Can be peeled and carved by knife. Can be indented by finger pressure.

Example: Saprolite

CONGLOMERATE

GEOLABS, INC.

Geotechnical Engineering

F O

R R

O C

D T

A-0.1

UNCONSOLIDATED UNDRAINED TRIAXIAL

COMPRESSION (ksf)

MORE THAN 50%

OF COARSE

FRACTION

RETAINED ON

NO. 4 SIEVE

50% OR MORE OF

COARSE FRACTION

PASSING

THROUGH NO. 4

SIEVE

MORE THAN 50%

OF MATERIAL

RETAINED ON NO.

200 SIEVE

50% OR MORE OF

MATERIAL PASSING

THROUGH NO. 200

SIEVE

TORVANE SHEAR (tsf)

(2-INCH) O.D. STANDARD PENETRATION TEST

(3-INCH) O.D. MODIFIED CALIFORNIA SAMPLE

INORGANIC SILTS AND VERY FINE SANDS,

ROCK FLOUR, SILTY OR CLAYEY FINE SANDS

OR CLAYEY SILTS WITH SLIGHT PLASTICITY

POORLY-GRADED GRAVELS, GRAVEL-SAND

MIXTURES, LITTLE OR NO FINES

CLAYEY GRAVELS, GRAVEL-SAND-CLAY

MIXTURES

WELL-GRADED SANDS, GRAVELLY SANDS,

LITTLE OR NO FINES

POORLY-GRADED SANDS, GRAVELLY

SANDS, LITTLE OR NO FINES

SILTY SANDS, SAND-SILT MIXTURES

CLAYEY SANDS, SAND-CLAY MIXTURES

LIQUID LIMIT

50 OR MORE CH

NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS

SILTS

AND

CLAYS

SILTS

AND

CLAYS

LIQUID LIMIT

LESS THAN 50

USCS TYPICAL

DESCRIPTIONS

MORE THAN 12%

FINES

WATER LEVEL OBSERVED IN BORING OVERNIGHT

HIGHLY ORGANIC SOILS

SILTY GRAVELS, GRAVEL-SAND-SILT

MIXTURES

PEAT, HUMUS, SWAMP SOILS WITH HIGH

ORGANIC CONTENTS

INORGANIC CLAYS OF LOW TO MEDIUM

PLASTICITY, GRAVELLY CLAYS, SANDY

CLAYS, SILTY CLAYS, LEAN CLAYS

Soil Log Legend

ORGANIC CLAYS OF MEDIUM TO HIGH

PLASTICITY, ORGANIC SILTS

Plate

FINE-

GRAINED

SOILS

COARSE-

GRAINED

SOILS

CLEAN SANDS

SANDS WITH

FINES

SANDS

GRAVELS

WELL-GRADED GRAVELS, GRAVEL-SAND

MIXTURES, LITTLE OR NO FINES

LESS THAN 5%

FINES

GRAVELS WITH

FINES

CLEAN

GRAVELS

GRAB SAMPLE

PLASTICITY INDEX (NP=NON-PLASTIC)

LEGEND

WATER LEVEL OBSERVED IN BORING AT TIME OF

DRILLING

WATER LEVEL OBSERVED IN BORING AFTER DRILLING

MAJOR DIVISIONS

MORE THAN 12%

FINES

LESS THAN 5%

FINES

UNIFIED SOIL CLASSIFICATION SYSTEM (USCS)

ORGANIC SILTS AND ORGANIC SILTY

CLAYS OF LOW PLASTICITY

INORGANIC SILT, MICACEOUS OR

DIATOMACEOUS FINE SAND OR SILTY

SOILS

INORGANIC CLAYS OF HIGH PLASTICITY

TXUU

UNCONFINED COMPRESSION

OR UNIAXIAL COMPRESSIVE STRENGTH

CORE SAMPLE

SHELBY TUBE SAMPLE

LIQUID LIMIT (NP=NON-PLASTIC)

GEOLABS, INC.

Geotechnical Engineering

G L

D F

O R

S O

D T

A-0.2

7 - 18

18 - 55 55 - 91

> 91

Medium Dense

Coarse Sand

(with deviations from ASTM D2488) Soil Classification Log Key

*Soil descriptions are based on ASTM D2488-09a, Visual-Manual Procedure, with the above modifications by Geolabs, Inc. to the Unified Soil Classification System (USCS).

accessory descriptions compose of the following:

with some: >12% with a little: 5 - 12% with traces of: <5% accessory descriptions are lower cased and follow the Primary and Secondary Constituents (i.e., SILTY GRAVEL with a little sand)

Dry: Absence of moisture, dry to the touch

Moist: Damp but no visible water

Wet: Visible free water

Medium Sand Fine Sand

#4 to #200 (4.75-mm to 0.075-mm) #4 to #10 (4.75-mm to 2-mm)

> 12 inches (305-mm)

3-inch to #4 (75-mm to 4.75-mm)

Sieve Number and / or Size

Gravel

#10 to #40 (2-mm to 0.425-mm) #40 to #200 (0.425-mm to 0.075-mm)

3 to 12 inches (75-mm to 305-mm)

Description

PP Readings (tsf)

2.0 - 4.0

> 4.0

N-Value (Blows/Foot)

MCS

0 - 4

RELATIVE DENSITY / CONSISTENCY

GRAIN SIZE DEFINITION

ABBREVIATIONS

N-Value (Blows/Foot)

0 - 7

WOH: Weight of Hammer

WOR: Weight of Drill Rods

SPT: Standard Penetration Test Split-Spoon Sampler

MCS: Modified California Sampler

PP: Pocket Penetrometer

4 - 7

7 - 15 15 - 27

27 - 55

SPT

0 - 2

> 55> 30

4 - 8

15 - 30

MOISTURE CONTENT DEFINITIONS

SPT

0 - 4

4 - 10

10 - 30 30 - 50

> 50

MCS

Loose

EXAMPLE: Soil Containing 60% Gravel, 25% Sand, 15% Fines. Described as: SILTY GRAVEL with some sand

Plate

GRANULAR SOIL (- #200 <50%)

2 - 4

8 - 15

Relative Density

Very Loose

Dense Very Dense

COHESIVE SOIL (- #200 50%)

PRIMARY constituents are composed of the largest percent of the soil mass. Primary constituents are capitalized and bold (i.e., GRAVEL, SAND)

PRIMARY constituents are based on plasticity. Primary constituents are capitalized and bold (i.e., CLAY, SILT)

SECONDARY constituents are composed of a percentage less than the primary constituent. If the soil mass consists of 12 percent or more fines content, a cohesive constituent is used (SILTY or CLAYEY);

otherwise, a granular constituent is used (GRAVELLY or SANDY) provided that the secondary constituent consists of 20 percent or more of the soil mass.

Secondary constituents are capitalized and bold (i.e., SANDY GRAVEL, CLAYEY SAND) and precede the primary constituent.

SECONDARY constituents are composed of a percentage less than the primary constituent, but more than 20 percent of the soil mass. Secondary constituents are capitalized and bold (i.e., SANDY CLAY, SILTY CLAY, CLAYEY SILT) and precede the primary constituent.

Sand

Boulders Cobbles

Coarse Gravel 3-inch to 3/4-inch (75-mm to 19-mm) Fine Gravel 3/4-inch to #4 (19-mm to 4.75-mm)

GEOLABS, INC. CLASSIFICATION*

Granular Soils Cohesive Soils

Consistency accessory descriptions compose of the following:

with some: >12% with a little: 5 - 12% with traces of: <5% accessory descriptions are lower cased and follow the Primary and Secondary Constituents (i.e., SILTY CLAY with some sand)

Very Soft

Soft

Medium Stiff Stiff

Very Stiff

Hard

< 0.5

0.5 - 1.0

1.0 - 2.0

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GEOLABS, INC.

Geotechnical Engineering

BORING NOTES:

1. THE LOGS OF BORINGS INDICATE THE SUBSURFACE

AND GROUNDWATER CONDITIONS ENCOUNTERED

ONLY AT THE LOCATIONS WHERE THE BORINGS

WERE DRILLED AND AT THE TIMES DESIGNATED ON

THE LOGS, AND MAY NOT REPRESENT CONDITIONS

AT OTHER LOCATIONS OR AT OTHER TIMES.

2. SUBSURFACE AND GROUNDWATER CONDITIONS MAY

DIFFER FROM THE LOGS DUE TO THE PASSAGE OF

TIME, IMPROVEMENTS CONSTRUCTED AT THE SITE,

PATTERNS, AND OTHER CHANGES.

3. THE BORING LOGS ARE FURNISHED FOR THE

CONVENIENCE OF THE BIDDER. NO ASSURANCE IS

GIVEN THAT THE SUBSURFACE OR GROUNDWATER

CONDITIONS SHOWN ON THE BORING LOGS ARE

REPRESENTATIVE OF THE CONDITIONS TO BE

ENCOUNTERED DURING CONSTRUCTION. THE

BIDDER IS SOLELY RESPONSIBLE FOR ALL

ASSUMPTIONS, DEDUCTIONS, OR CONCLUSIONS

WHICH ARE MADE OR DERIVED FROM EXAMINATION

OF THE SUBSURFACE INFORMATION AND DATA

FURNISHED HEREIN.

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A AREA

AC ASPHALT CONCRETE

AGG AGGREGATE

BFP BACKFLOW PREVENTER

BLDG BUILDING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CU FT CUBIC FEET

DEG DEGREE

DI DRAIN INLET

DIA DIAMETER

EG EXISTING GRADE

ELEC ELECTRICITY

ELEV ELEVATION

EP EDGE OF PAVEMENT

EQ SP EQUALLY SPACED

EXIST EXISTING

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FH FIRE HYDRANT

FOD FOREIGN OBJECT DEBRIS

FT FEET

GALV GALVANIZED

IN INCHES

INV INVERT

IRRIG IRRIGATION

LF LINEAR FEET

MAX MAXIMUM

ME MATCH ELEVATION?

MIN MINIMUM

O.C. ON CENTER

PCC PORTLAND CEMENT CONCRETE

PV PHOTOVOLTAIC SOLAR PANEL

SMH SEWER MANHOLE

SQ FT SQUARE FEET

STA STATION

TS TOP OF STOOP

TYP TYPICAL

WQ WATER QUALITY

WV WATER VALVE

SCALE 1" = 30'

SHEET TITLE

TRUE NORTH

A1 NOT TO SCALE

SECTION OR DETAIL

VIEW IDENTIFICATION NUMBER

(VIEW APPEARS IN "ROW A,

COLUMN 1" OF SHEET)

ABBREVIATIONS

TITLES AND VIEW MARKERS

PLAN

NORTH

GENERAL CIVIL NOTES:

1. EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN

SCREENED AND/OR LIGHT-LINED. NEW FINISH GRADE, STRUCTURES, AND

SITE FEATURES ARE SHOWN HEAVY-LINED.

2. SURVEY DATUM REFERENCE IS NAD 83 ZONE 3. HAWAII STATE PLANE

COORDINATES.

SURVEYOR: KN SURVEYING, LLC

500 ALAKAWA STREET, #100A

HONOLULU, HI 96817

SURVEY DATE: 15 MAR 2022

ELEVATION REF : BRASS DISK "HICKAM 15"

HICKAM BASE CONTROL

ELEV: 3.90-FT

3. MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS,

CONTROL POINTS, AND STAKES WHICH ARE DISTURBED OR DESTROYED.

PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE

ORIGINAL MONUMENT(S) IN A TIMELY MANNER, AND AT THE CONTRACTOR'S

EXPENSE.

4. COORDINATES AND DIMENSIONS SHOWN FOR ROADWAY IMPROVEMENTS

ARE TO EDGES OF PAVEMENT.

5. STAGING AREA MUST BE FOR CONTRACTOR'S EMPLOYEE PARKING,

CONTRACTOR'S TRAILERS AND ON-SITE STORAGE OF MATERIALS. THE

CONTRACTOR IS RESPONSIBLE FOR FENCING AND/OR OTHERWISE

SECURING STAGING AREA.

6. ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE NOTED.

7. SLOPE UNIFORMLY BETWEEN SPOT ELEVATIONS SHOWN.

8. WHERE INDICATED ON THE DRAWINGS, AREAS MUST BE PAVED OR COVERED

WITH BROKEN CONCRETE (RIP RAP). ALL OTHER AREAS DISTURBED BY THE

CONTRACTOR MUST BE SEEDED WITH GRASS PER SPECIFICATIONS. (SEE

GRASSING SPECIFICATION SECTION 32 92 19).

9. CONTRACTOR MUST BE RESPONSIBLE FOR IMPLEMENTING AND

MAINTAINING EROSION CONTROL DEVICES DURING CONSTRUCTION.

10. CONTRACTOR MUST COMPLY WITH ALL FEDERAL, STATE, AND LOCAL

REQUIREMENTS FOR EROSION AND SEDIMENTATION CONTROL AND TAKE

ALL OTHER MEASURES TO POSITIVELY PRECLUDE EROSION MATERIALS

FROM LEAVING THE SITE. CONTRACTOR MUST SUBMIT AN EROSION

CONTROL PLAN AND RECEIVE APPROVAL FROM THE CONTRACTING OFFICER

AND THE 154 CES/CEV ENVIRONMENTAL MANAGEMENT PRIOR TO BEGINNING

ANY CONSTRUCTION ACTIVITIES.

11. CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN TO THE

CONTRACTING OFFICER FOR APPROVAL. ALL ROADS MUST BE OPEN TO

TRAFFIC. THE TRAFFIC CONTROL PLAN MUST BE PREPARED IN

ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(MUTCD), AND LOCAL STANDARDS.

12. BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST FORM AF IMT FORM

103 AND JBPHH DIG PERMIT REQUEST FOR JBPHHINST 11013.1 ARE TO BE

COMPLETED PRIOR TO THE START OF ANY WORK. UPON COMPLETION,

CONTRACTOR MUST CALL HAWAII ONE CALL (HOC) UTILITY LOCATING

SERVICE. HOC WILL MARK UTILITIES IN 5 WORKING DAYS. CONTRACTOR

MUST SCHEDULE APPROPRIATELY TO ALLOW HOC TO COMPLETE UTILITY

MARKING PRIOR TO CONTRACTOR BEGINNING EXCAVATION OR TRENCHING.

13. CONTRACTOR MUST COORDINATE THE REMOVAL AND INSTALLATION OF

UTILITY SERVICES WITH SUBCONTRACTORS AND CONTRACTING OFFICER IN

ORDER TO MINIMIZE THE DISRUPTION TO ADJACENT FACILITIES.

14. CONTRACTOR IS CAUTIONED THAT THE WORK WILL BE IN AREAS OF UTILITY

CONGESTION, INCLUDING, BUT NOT LIMITED TO: WATER, SANITARY SEWER,

STORM SEWER, COMMUNICATIONS, AND ELECTRICAL. UTILITIES DAMAGED

BY CONTRACTOR MUST BE REPAIRED AT NO ADDITIONAL EXPENSE TO THE

GOVERNMENT.THE CONTRACTOR MUST REPORT ANY UTILITY CONFLICTS TO

THE CONTRACTING OFFICER

15. CONTRACTOR MUST LOCATE UTILITIES IN ACCORDANCE WITH ASCE/UESI/CI

38-22 “STANDARD GUIDELINE FOR INVESTIGATING AND DOCUMENTING

EXISTING UTILITIES”. THE CONTRACTOR MUST COMPLETE A UTILITY QUALITY

LEVEL “A” SURVEY. THE CONTRACTOR MUST REPORT ANY CONFLICT TO THE

CONTRACTING OFFICER.

16. CONTRACTOR MAY ENCOUNTER GROUND WATER DURING EXCAVATION AND

TRENCHING OPERATIONS, AND MUST DEWATER AS REQUIRED FOR PROPER

CONSTRUCTION OF STRUCTURES OR UTILITIES. CONTRACTOR MUST

DISPOSE OF GROUNDWATER IN ACCORDANCE WITH WITH ALL FEDERAL,

STATE, AND LOCAL REQUIREMENTS AND IN A MANNER APPROVED BY THE

CONTRACTING OFFICER.

17. CONSTRUCTION ACTIVITY DEWATERING WATER IS EXPECTED TO BE

RETAINED ON SITE OR DISPOSED OF OFF SITE. IF THE CONTRACTOR ELECTS

TO DISCHARGE TO STORM DRAIN, CONTRACTOR SHALL PROCURE THE

APPLICABLE NPDES PERMIT (APPENDIX G) AT NO ADDITIONAL COST TO THE

GOVERNMENT.

18. CONTRACTOR MUST COMPLY WITH APPLICABLE SPECIFICATION SECTIONS

FOR ACCESS, SAFETY, AND MAINTENANCE OF HAUL ROUTES. (SEE

TEMPORARY CONSTRUCTION FACILITIES AND CONTROL SPECIFICATIONS

SECTION 01 50 00).

19. UNLESS INDICATED OTHERWISE, BORROW SITES ARE NOT AVAILABLE ON

THE BASE.

20. UNLESS INDICATED OTHERWISE, DISPOSAL AREAS FOR RUBBLE AND

EXCESS SOIL MATERIALS ARE NOT AVAILABLE ON BASE. DISPOSAL MUST BE

PROVIDED BY CONTRACTOR AT LAWFUL SITES OFF GOVERNMENT

CONTROLLED LANDS. REMOVAL OF DIRT AND/OR CONSTRUCTION DEBRIS

REQUIRES APPROVAL BY THE CONTRACTING OFFICER AND THE 15TH CEVQ.

21. CONTRACTOR MUST STOP WORK IMMEDIATELY AND CONTACT THEIR

INSPECTION REPRESENTATIVE IF A UTILITY LINE IS DISTURBED.

22. CONTRACTOR MUST KEEP ALL PUBLIC ROADS AND STREETS CLEAN OF

CONSTRUCTION DEBRIS, MUD, ETC. AT ALL TIMES. CONTRACTOR MUST USE

A WET VACUUM STREET SWEEPER TO CLEAN STREETS, TAXIWAYS, AND

TAXILANES AT LEAST TWICE PER DAY OR AS DIRECTED BY CONTRACTING

OFFICER. CONTRACTOR MUST PROVIDE EQUIPMENT AND PERSONNEL TO

CLEAN ANY STREETS AS REQUESTED BY THE CONTRACTING OFFICER.

CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS TO STREETS, PARKING

AREAS, AND BASE OR GOVERNMENT PROPERTY DAMAGED BY ITS

CONSTRUCTION ACTIVITIES.

ENVIRONMENTAL NOTES:

1. ENVIRONMENTAL PROTECTION

1.1. PROTECT THE ENVIRONMENTAL RESOURCES DURING THE ENTIRE

DURATION OF THE CONTRACT. COMPLY WITH FEDERAL, STATE AND

LOCAL REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION,

INCLUDING WATER, AIR, SOLID WASTE, HAZARDOUS WASTE AND

SUBSTANCES, SILICA, OILY SUBSTANCES, AND NOISE POLLUTION.

1.2. COMPLY WITH ALL REQUIREMENTS SPECIFIED IN 01 57 19 TEMPORARY

ENVIRONMENTAL CONTROLS AND 01 74 19 CONSTRUCTION WASTE

MANAGEMENT AND DISPOSAL.

1.3. PREPARE AND SUBMIT ALL NECESSARY ENVIRONMENTAL PROTECTION,

HAZARDOUS MATERIALS/CONTAMINATED SOIL ABATEMENT PLANS AS

INDICATED IN THE SPECIFICATIONS TO THE CONTRACTING OFFICER FOR

REVIEW AND APPROVAL BY THE GOVERNMENT.

1.4. OBTAIN ALL NECESSARY CONSTRUCTION AND ENVIRONMENTAL

PERMITS (I.E. AIR PERMIT FOR GENERATOR, NPDES, ETC.). ONSITE

CONSTRUCTION MUST NOT BEGIN UNTIL ALL PERMITS HAVE BEEN

OBTAINED. DO NOT CONTACT THE REGULATORY AGENCIES WITHOUT

PRIOR COORDINATION WITH THE GOVERNMENT ENVIRONMENTAL

OFFICE VIA CONTRACTING OFFICER.

1.5. SPILLS ARE PROHIBITED. PREPARE SPILL RESPONSE KITS. IF

INADVERTENT SPILLS OCCUR, TAKE IMMEDIATE ACTIONS INCLUDING

NOTIFICATION TO THE CONTRACTING OFFICER, NATIONAL RESPONSE

CENTER, AND/OR STATE AGENCIES. THE CONTRACTOR IS RESPONSIBLE

FOR THE SPILL CLEAN-UP AT NO COST TO THE GOVERNMENT.

2. CULTURAL AND NATURAL RESOURCES MANAGEMENT:

2.1. THE PROPOSED PROJECT IS LOCATED IN AN AREA OF LOW POTENTIAL

OF ENCOUNTERING ARCHAEOLOGICAL RESOURCES. SHOULD HUMAN

REMAINS OR POSSIBLE ARCHAEOLOGICAL ARTIFACTS BE

INADVERTENTLY DISCOVERED DURING THE PROJECT, ALL WORK IN

THAT AREA SHALL STOP, AND THE CONTRACTING OFFICER WILL BE

IMMEDIATELY NOTIFIED.

3. WASTE HANDLING AND DISPOSAL:

3.1. TREATED WOOD UTILITY POLES WILL BE DEMOLISHED. THE WOODEN

POLES MAY BE REUSED AS THE ORIGINAL PURPOSE. IF REUSING IS NOT

FEASIBLE, THE WASTE SHALL BE DISPOSED OF AT A PERMITTED

DISPOSAL FACILITY. CHIPPING OF TREATED WOOD MATERIALS TO USE

THEM AS MULCH OR OTHER GROUND COVERS WILL NOT BE PERMITTED.

4. WORKER SAFETY

4.1. PROVIDE HAZARD COMMUNICATION AND TRAINING TO THE WORKERS

AND SUBCONTRACTORS. SITE WORKERS MUST BE INFORMED OF THE

PRESENCE OF HAZARDOUS MATERIALS (LEAD, CADMIUM, AND

CHROMIUM CONTAINING MATERIALS). ANTICIPATE SILICA HAZARDS FOR

CONCRETE WORK.

4.2. COMPLY WITH ALL APPLICABLE FEDERAL AND STATE HEALTH AND

SAFETY REGULATIONS AND SECTION 01 35 26 GOVERNMENTAL SAFETY

REQUIREMENTS. ALL WORK INVOLVING HAZARDOUS MATERIAL/WASTE,

FUGITIVE DUST, AND SILICA MUST BE CONDUCTED IN A CONTROLLED

MANNER PROTECTIVE OF THE WORKERS, BASE PERSONNEL, AND THE

ENVIRONMENT.

4.3. IF THE CONTRACTOR BRINGS HAZARDOUS MATERIALS OR CHEMICALS

TO THE SITE, SUBMIT A LIST AND QUANTITIES OF HAZARDOUS

MATERIALS AND SAFETY DATA SHEETS TO THE CONTRACTING OFFICER.

DO NOT BRING HAZARDOUS MATERIAL OR CHEMICALS WITHOUT

APPROVAL FROM THE CONTRACTING OFFICER. SAFETY DATA SHEETS

ARE TO REMAIN ON SITE AFTER APPROVAL BY CONTRACTING OFFICER.

SECURITY NOTES:

1. THE CONTRACTOR IS REQUIRED TO HAVE WORK PLANS ACCEPTED BY

CONTRACTING OFFICER FOR ALL RELATED ACTIVITIES PRIOR TO

COMMENCING WITH ANY WORK ADDRESSED ON THESE DRAWINGS.

2. THE CONTRACTOR SHALL OBTAIN GOVERNMENT ACCEPTANCE OF

APPROPRIATE DETAILED SCHEDULE(S) PRIOR TO COMMENCING WITH ANY

WORK ADDRESSED ON THESE DRAWINGS.

3. THE CONTRACTOR WORK PLANS AND SCHEDULES SHALL PRIORITISE

MINIMIZING THE AMOUNT OF TIME THAT TEMPORARY AND/OR UNDESIRABLE

CONDITIONS ARE PRESENT.

4. CONTRACTOR WORK PLANS, MEANS AND METHODS SHALL MINIMIZE THE

DEGREE TO WHICH TEMPORARY CONDITIONS VARY FROM STANDARDS.

5. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES, INCLUDING

SHORING AND DEWATERING, TO PREVENT GROUNDWATER FROM

ADVERSELY IMPACTING ITS WORK AND SURROUNDING IMPROVEMENTS.

MUNITIONS FACILITY ACCESS

1. THE CONTRACTOR SHALL MANAGE ITS WORK IN A MANNER THAT MINIMIZES

DISRUPTION TO THE MUNITIONS FACILITY.

2. THE CONTRACTOR SHALL WORK CLOSELY WITH THE CONTRACTING OFFICER

TO IMPLEMENT A PLAN FOR TEMPORARY BARRICADES WITHIN THE

MUNITIONS FACILITY AS SHOWN IN THESE DRAWINGS.

3. THE CONTRACTOR SHALL WORK CLOSELY WITH THE CONTRACTING OFFICER

TO IMPLEMENT A PLAN FOR PULLING BACK EQUIPMENT AND WORKERS IF

NECESSARY BY MISSION REQUIREMENTS.

FENCE

1. FENCE AND GATE WORK SHALL PROCEED IN A MANNER THAT PROVIDES

CONTINUOUS SECURITY FOR THE CONTRACT DURATION.

2. TEMPORARY FENCES AND GATES SHALL BE TIED TO EXISTING FENCES

AND/OR EXISTING BUILDINGS PRIOR TO COMMENCING WITH ANY WORK

ADDRESSED ON THESE DRAWINGS.

3. THE CONTRACTOR SHALL OBTAIN WRITTEN GOVERNMENT ACCEPTANCE OF

TEMPORARY FENCES, GATES, AND RELATED SECURITY ITEMS PRIOR TO

COMMENCING WITH ANY WORK ON THIS DRAWING.

4. CONTRACTOR PROVIDED LOCKS SHALL BE APPROVED BY THE BASE.

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EROSION PREVENTION / SEDIMENT CONTROL NOTES:

1. THE CONTRACTOR MUST FOLLOW THE GUIDELINES IN THE CITY AND COUNTY

OF HONOLULU'S "RULES RELATING TO WATER QUALITY".

2. MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS MUST BE IN

PLACE BEFORE ANY EARTHWORK IS INITIATED.

3. REGULARLY INSPECT AND MAINTAIN ALL EROSION AND SEDIMENT

CONTROLS TO ENSURE CONTINUED PERFORMANCE.

4. TEMPORARY STABILIZATION

TEMPORARY STABILIZATION TEMPORARY STABILIZATION IS REQUIRED ON

DISTURBED AREAS WHICH ARE AT FINAL GRADE OR WHEN THE DISTURBED

AREA WILL NOT BE WORKED FOR 14 CONSECUTIVE DAYS OR MORE.

5. PERMANENT STABILIZATION

ALL DISTURBED AREAS MUST BE PERMANENTLY STABILIZED USING

VEGETATIVE COVERING, PAVEMENT, OR EQUIVALENT, PRIOR TO REMOVING

EROSION AND SEDIMENT MEASURES. TRAPPED SEDIMENT AND AREAS OF

DISTURBED SOIL WHICH RESULT FROM THE REMOVAL OF THE TEMPORARY

MEASURES MUST BE IMMEDIATELY AND PERMANENTLY STABILIZED.

6. PRESERVE EXISTING VEGETATION

CLEARLY MARK THE AREAS TO BE PRESERVED WITH FLAGS OR TEMPORARY

FENCING. WHERE TEMPORARY FENCING IS USED, FENCING MUST BE

ADEQUATELY SUPPORTED BY POSTS AND MAINTAINED IN AN UPRIGHT

POSITION.

7. MINIMIZE SOIL COMPACTION

AREAS WHERE FINAL STABILIZATION OR INFILTRATION PRACTICES WILL BE

INSTALLED MUST BE PROTECTED FROM EXCESSIVE COMPACTION DURING

CONSTRUCTION. VEHICLE AND EQUIPMENT USE MUST BE RESTRICTED OR

TECHNIQUES TO CONDITION THE SOILS SUPPORT VEGETATION MUST BE

IMPLEMENTED IN THE AREAS THAT HAVE BEEN COMPACTED AND ARE

DESIGNATED TO REMAIN VEGETATIVE OR POST-CONSTRUCTION

INFILTRATION AREAS. CLEARLY MARK THE AREAS TO BE AVOIDED WITH

FLAGS OR TEMPORARY FENCING. WHERE TEMPORARY FENCING IS USED,

FENCING MUST BE ADEQUATELY SUPPORTED BY POSTS AND MAINTAINED IN

AN UPRIGHT POSITION.

8. PERIMETER CONTROLS

PERIMETER CONTROLS ARE REQUIRED DOWNSLOPE OF ALL DISTURBED

AREAS. MAINTAIN DOWNSTREAM VEGETATED BUFFER AREA.

9. INLET PROTECTION

9.1. ALL STORM DRAIN INLETS ONSITE AND THOSE OFFSITE WHICH MAY RECEIVE

RUNOFF FROM THE SITE MUST USE AN INLET PROTECTION DEVICE UNLESS

THEY ARE DIRECTED TO A SEDIMENT BASIN.

9.2. SEDIMENT LEVELS MAY NOT EXCEED ONE THIRD OF THE HEIGHT OF A

SEDIMENT BARRIER OR INLET PROTECTION DEVICE AT ANY POINT ALONG THE

LENGTH OF THE SEDIMENT BARRIER OR THE INLET PROTECTION DEVICE.

9.3. SEDIMENT BARRIERS AND INLET PROTECTION DEVICES MUST BE UNCLOGGED

AND CLEANED WHEN PERFORMANCE IS COMPROMISED. TORN, WEATHERED

OR SAGGING SEDIMENT BARRIERS OR INLET PROTECTION DEVICES MUST BE

REPAIRED OR REPLACED IMMEDIATELY.

10. TRACKING CONTROL

10.1. MINIMIZE SEDIMENT TRACK-OUT ONTO OFF-SITE STREETS, OTHER

PAVED AREAS, AND SIDEWALKS FROM VEHICLES EXITING THE

CONSTRUCTION SITE BY RESTRICTING VEHICLE TRAFFIC TO PROPERLY

DESIGNATED AREAS AND USING ADDITIONAL CONTROLS TO REMOVE

SEDIMENT FROM VEHICLE TIRES PRIOR TO EXITING THE SITE.

10.2. VEHICULAR PARKING AND MOVEMENTS ON PROJECT SITES MUST BE

CONFINED TO PAVED SURFACES OR PREDEFINED PARKING AREAS AND

VEHICLE PATHS, WHICH MUST BE MARKED WITH FLAGS OR BOUNDARY

FENCING.

10.3. ALL POLLUTANTS AND MATERIALS THAT ARE DROPPED, WASHED,

TRACKED, SPILLED, OR OTHERWISE DISCHARGED FROM A PROJECT SITE

TO OFF-SITE STREETS, OTHER PAVED AREAS, SIDEWALKS OR THE MS4

MUST BE CLEANED USING DRY METHODS SUCH AS SWEEPING OR

VACUUMING.

10.4. WASHING POLLUTANTS AND MATERIALS THAT ARE DISCHARGED FROM

THE PROJECT SITE TO THE MS4 INTO DRAIN INLETS OR CATCH BASINS IS

PROHIBITED UNLESS THE MATERIAL IS SEDIMENT AND THE INLETS ARE

DIRECTED TO A SEDIMENT BASIN OR SEDIMENT TRAP.

11. BEST MANAGEMENT PRACTICES (BMPS) MUST NOT BE REMOVED UNTIL FINAL

STABILIZATION IS COMPLETE FOR THAT PHASE.

12. REFER TO CITY AND COUNTY OF HONOLULU BEST MANAGEMENT PRACTICES

MANUAL-CONSTRUCTION, FOR MORE INFORMATION ON BMPS.

13. PRACTICE GOOD HOUSEKEEPING MEASURES THROUGHOUT THE DURATION

OF CONSTRUCTION.

14. REGULARLY INSPECT AND MAINTAIN ALL EROSION AND SEDIMENT

CONTROLS TO ENSURE CONTINUED PERFORMANCE.

15. INSPECTIONS WILL BE PERFORMED WEEKLY.

PROJECT SEQUENCE:

1. INSTALL CONSTRUCTION INGRESS /EGRESS, PERIMETER CONTROLS, BUFFER

AND INLET PROTECTION, CLEARING AND GRUBBING AS…

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