15r0013-Drawings1of2.pdf

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project documents within the scope of their employment as required by ER 1110-1-8152.

The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.

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Honolulu District of Engineers

US Army Corps

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PROJECT LOCATION PROJECT DESIGN TEAM

WAHIAWA

KANEOHE

HONOLULU

OAHU

HARBOR

PEARL

ELECTRICAL

TEL: 808-328-7100

HILO, HI 96720

109 HOLOMUA STREET

HHMI CORPORATION

ENGINEERING AND CONSTRUCTION DIVISION

U.S. ARMY ENGINEER DISTRICT, HONOLULU

DEPARTMENT OF THE ARMY

OAHU, HAWAII

H L P

MECHANICAL & FIRE PROTECTION

TEL: 808-848-8966

WAIPAHU, HI 96819

512 KALIHI STREET

THERMAL ENGINEERING CORPORATION

LAND SURVEYING

TEL: 808-545-2945

HONOLULU, HI 96814

1150 S. KING STREET

CONTROL POINT SURVEYING, INC

COST ENGINEERINGSTRUCTURAL

TRIPLER ARMY MEDICAL CENTER (TAMC)

FY15 OMA A-008 REPLACE SUBSTATION SWITCHGEAR

LOCATION

PROJECT ARCHITECTURAL

GEOTECHNICAL

TEL: 808-678-8024

WAIPAHU, HI 96797

94-417 AKOKI STREET

PACIFIC GEOTECHNICAL ENGINEERS, INC.

ENVIRONMENTAL

TEL: 808-848-5366

AIEA, HI 96701

98-021 KAMEHAMEHA HIGHWAY

MASA FUJIOKA & ASSOCIATES

NORTH

PLAN

NORTH

PLAN

TAMC CAMPUS PLAN

:1

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PROJECT

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CIVIL

SUBSTATION

ELECTRIC

HAWAIIAN

TEL: 808-942-9100

HONOLULU, HI 96826

1916 YOUNG STREET, SUITE 200

& ASSOCIATES INC.

SHIGEMURA LAU SAKANASHI HIGUCHI

ENTRANCE

MAIN

TEL: 808-737-8853

HONOLULU, HI 96816

938-C KAPAHULU AVE.

ARCHITECTS PACIFIC, INC

PH: 808-947-6855

HONOLULU, HI 96814

1210 WARD AVENUE, SUITE 204

J. UNO & ASSOCIATES, INC.

TEL: 808-946-2277

HONOLULU, HI. 96826

1907 SOUTH BERETANIA ST., SUITE 400

WILSON OKAMOTO CORPORATION

TASK ORDER 0012

CONTRACT NO. W9128A-10-D-0003

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AUGUST 2015

READY TO ADVERTISE SUBMITTAL

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project documents within the scope of their employment as required by ER 1110-1-8152.

The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.

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No. 15949-E

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INDEX OF DRAWINGS

INDEX OF DRAWINGS

SHEET NO. SHEET ID SHEET TITLE REVISION STATUS SHEET NO. SHEET ID SHEET TITLE REVISION STATUS

GI001 TITLE SHEET

E-401

GI002 INDEX OF DRAWINGS

E-402

E-504

E-505

FLOOR PLAN - GROUND LEVEL

E-601

E-605

M-001

M-401

M-402

M-501

M-601

E-403

E-404

E-405

E-501

E-502

E-503

E-201

C-001

C-002

CD101

CS101

CS501

CU101

CU501

CU502

TYPICAL DETAILS

E-506

GI002

A N

S I

D

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H L P

IN

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E X O

F D

R A

W

IN

G S

E-202

E-203

E-205

E-206

ES301

ES302

R S

S -T

A M

C G I0

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E-204

BUILDING SECTIONS

FLOOR PLAN - CABLE VAULT LEVEL

ROOF PLAN

REFLECTED CEILING PLAN - GROUND LEVEL

REFLECTED CEILING PLAN - CABLE VAULT LEVEL

BUILDING SECTIONS

WALL SECTIONS

MISCELLANEOUS DETAILS

MISCELLANEOUS DETAILS

MISCELLANEOUS DETAILS

CABLE VAULT LEVEL MECHANICAL FLOOR PLAN

DETAILS

AND SCHEMATIC DIAGRAMS

EQUIPMENT SCHEDULE, SEQUENCE OF OPERATION AND CONTROL

ARCHITECTURAL SITE PLAN

ARCHITECTURAL GENERAL NOTES, ABBREVIATIONS, SYMBOLS,

ARCHITECTURAL DEMOLITION PLAN

E-001

E-002

E-101

E-102

DEMOLITION SITE PLAN

NEW WORK SITE PLAN

GC102

GC103

EROSION CONTROL PLAN

TRAFFIC CONTROL PLAN

CIVIL NOTES

CIVIL NOTES

C-101 EXISTING CONDITION PLAN

CU503 DRAIN DETAILS

WATER AND DRAIN DETAILS

WATER DETAILS

UTILITY PLAN

DEMOLITION PLAN

SITE LAYOUT PLAN

SITE DETAILS

CG101 GRADING PLAN

CS502 SITE DETAILS

STRUCTURAL NOTES

E-602

E-603

E-604

ONE-LINE DIAGRAM, SWITCHGEAR - SSA, SHEET 2

E-103

TYPICAL DETAILS

TYPICAL DETAILS

TYPICAL DETAILS

FOUNDATION SECTIONS AND DETAILS

ROOF FRAMING SECTIONS AND DETAILS

ELEVATION - SWITCHGEAR - SSB, SHEET 1

ELEVATION - SWITCHGEAR - SSB, SHEET 2

ELEVATION - SWITCHGEAR - SSA, SHEET 1

ELEVATION - SWITCHGEAR - SSA, SHEET 2

ONE-LINE DIAGRAM, SWITCHGEAR - SSA, SHEET 1

ONE-LINE DIAGRAM, SWITCHGEAR - SSB, SHEET 2

ONE-LINE DIAGRAM, SWITCHGEAR - SSB, SHEET 1

LEGEND AND ABBREVIATIONS AND MECHANICAL NOTES

ELEVATION - SWITCHGEAR - SSA & SSB

EXISTING ELECTRIC MANHOLE DIAGRAM EMH-1A

NEW ELECTRIC MANHOLE DIAGRAM EMH-0A

EXISTING ELECTRIC MANHOLE DIAGRAM EMH-1

DIAGRAM, CONDUIT & FEEDER SCHEDULE

SERVICE ENTRANCE OVERALL DEMOLITION & NEW ONE-LINE

E-606

CONTROL DIAGRAM

STATION 208/120V ONE-LINE DIAGRAM EXTERIOR LIGHTING &

SWITCHING STATION SSA & SSB PLAN

LEGENDS AND ABBREVIATIONS

ELECTRICAL SYMBOL LIST/ MOUNTING HEIGHT SCHEDULE,

ELECTRIC MANHOLE ACCESSORY DETAILS

ELECTRIC MANHOLE DETAILS

GC101 HAUL ROUTE

F-101

A001

A002

A101

A102

A103

A104

A105

A201

A301

A302

A401

A501

A502

A503

A601

A602 SIGNAGE SCHEDULE, TYPES, NOTES & DETAILS

LOUVER SCHEDULE

ROOM FINISH SCHEDULE , MATERIAL SCHEDULE, DOOR SCHEDULE,

ES303

CABLE VAULT - FOUNDATION PLAN

GROUND FLOOR AND FOUNDATION PLAN OVER CABLE VAULT

GRADE BEAM SCHEDULE32

ROOF SLAB REINF. PLAN

DIAGONAL REINF. IN STRUCTURAL SLAB/ SWITCHGEAR ENTRY

ROOF FRAMING PLAN

S-002

S-001

S-003

S-004

S-005

S-101

S-201

S-202

S-301

S-401

S-402

S-403

S-404

S-501

GC501 EROSION CONTROL DETAILS

GROUND LEVEL LIGHTING PLAN

GROUND LEVEL POWER PLAN

GROUNDING PLAN

CABLE VAULT POWER PLAN

CABLE VAULT LIGHTING PLAN

COMMUNICATION MANHOLE DETAILS

DUCT ENTRANCE DETAILS, TYPICAL DUCT SECTION,

ELEVATIONS

SWITCHGEAR ENCLOSURE ELEVATIONS, BATTERY BUILDING

TRANSITION DETAIL

TYPICAL TRENCH SECTION, DUCT SECTIONS, & CONDUIT

E-607 PANEL SCHEDULES

ELECTRICAL NOTES, CONSTRUCTION NOTES FOR GAS FACILITIES

S-006 FOUNDATION NOTES

DUCT SECTION DETAILS, CONDUIT SCHEDULE

S-203

3 B-001 SITE BORING PLOT PLAN

5 BB001 BORING LOG B-1 & B-2, BORING LOG NOTES, BORING LOG LEGEND

CHART, UNIFIED SOIL CLASSIFICATION SYSTEM

ROCK DESCRIPTION SYSTEM, GRADATION CHART, PLASTICITY

4 B-002

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PIPING DIAGRAM

GROUND LEVEL MECHANICAL FLOOR PLAN, SECTION AND WATER

GROUND LEVEL LIFE SAFETY PLAN

EXTERIOR ELEVATIONS

SECTION, INTERIOR ELEVATIONS

PARTIAL ENLARGED FLOOR PLAN, STAIR ELEVATION, STAIR

STRUCTURAL BUILDING SECTION

STRUCTURAL BUILDING SECTION

STRUCTURAL BUILDING SECTION

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project documents within the scope of their employment as required by ER 1110-1-8152.

The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.

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S.L./SIGN

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COVERED AREA

ELECTRICAL CABINETS

H L P

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SCALE : 1"=20'

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MANHOLE

EXISTING

HECO SUBSTATION

EMH-1

MANHOLE

EXISTING

SCALE: 1" = 20'

NORTH

PLAN

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SITE BORING PLOT PLAN

WITH CABLE VAULTS

NEW CONCRETE SLAB

FENCE

NEW SECURITY

BORING SITE B-1

BORING SITE B-2

(TO BE DEMOLISHED)

AND FENCED ENCLOSURE

EXISTING SWITCHGEAR

SITE BORING NOTES

VERIFY THE INFORMATION, AS NEEDED, DURING DESIGN AND CONSTRUCTION.

COMPLETENESS OF THE INFORMATION SHOWN. TOPOGRAPHIC SURVEY MAP SHALL

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

UNLESS OTHERWISE NOTED, ALL LOCATIONS OF UNDERGROUND UTILITY LINES AND/OR 3.

AND/OR STRUCTURES MAY OR MAY NOT BE STRUCTURES NOT SHOWN MAY BE PRESENT.

REPRESENTATIVE OF ACTUAL FIELD CONDITIONS. THE UNDERGROUND UTILITY LINES

PREPARED BY OTHERS. THE INFORMATION SHOWN, THEREFORE, MAY OR MAY NOT BE

INFORMATION ONLY AND ARE BASED ON INFORMATION SHOWN ON PLANS/MAPS

UNDERGROUND UTILITY LINES AND/OR STRUCTURES, IF SHOWN, ARE PROVIDED FOR 2.

CONSTRUCTION WORK.

ENCUMBRANCE ISSUES ARE CRITICAL IS RECOMMENDED PRIOR TO ANY DESIGN AND

COPY OF THE CURRENT TITLE REPORT OR DEED FOR AREAS WHERE PROPERTY AND

AFFECTING THE PROJECT SITE ARE TAKEN FROM LATEST TAX MAPS ONLY. OBTAINING A

PARCEL OR PROJECT SITE. THE DEPICTION OF BOUNDARIES AND ENCUMBRANCES

THIS MAP AND ASSOCIATED CADD FILE IS A TOPOGRAPHIC SURVEY OF THE SUBJECT 1.

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project documents within the scope of their employment as required by ER 1110-1-8152.

The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.

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04 91

BRECCIA

CLINKER

BOULDERS

COBBLES

BASALT

FUFF

CORAL (TYPE 1)

CORAL (TYPE 2)

CORAL (TYPE 3)

VOID/CAVITY CLAYSTONE

SILTSTONE

SANDSTONE

CONGOMERATE

GRAPHIC SYMBOLS

MAJOR DIVISIONS

LETTER

SYMBOL GROUP NAMES

GRAPHIC

SYMBOL

GW

GP

GM

SW

SP

SM

SC

ML

CL

OL

MH

CH

OH

PT

GC

HIGHLY ORGANIC SOILS PEAT

OR GRAVELLY ORGANIC SILT OR CLAY

OR CLAY WITH SAND OR GRAVEL, SANDY

ORGANIC SILT OR CLAY, ORGANIC SILT

FAT CLAY

GRAVEL, SANDY OR GRAVELLY

FAT CLAY, FAT CLAY WITH SAND OR

ELASTIC SILT

OR GRAVEL, SANDY OR GRAVELLY

ELASTIC SILT, ELASTIC SILT WITH SAND

OR GRAVELLY ORGANIC SILT OR CLAY

OR CLAY WITH SAND OR GRAVEL, SANDY

ORGANIC SILT OR CLAY, ORGANIC SILT

GRAVEL, SANDY OR GRAVELLY LEAN CLAY

LEAN CLAY, LEAN CLAY WITH SAND OR

SANDY OR GRAVELLY SILT

SILT, SILT WITH SAND OR GRAVEL,

WITH GRAVEL

CLAYEY SAND, CLAYEY SAND

SILTY SAND, SILTY SAND WITH GRAVEL

GRADED SAND WITH GRAVEL

POORLY GRADED SAND, POORLY

SAND WITH GRAVEL

WELL-GRADED SAND, WELL-GRADED

WITH SAND

CLAYEY GRAVEL, CLAYEY GRAVEL

WITH SAND

SILTY GRAVEL, SILTY GRAVEL

POORLY GRADED GRAVEL WITH SAND

POORLY GRADED GRAVEL,

GRAVEL WITH SAND

WELL-GRADED GRAVEL, WELL-GRADED

5% FINES

LESS THAN

CLEAN GRAVELS

12% FINES

MORE THAN

GRAVELS WITH

5% FINES

LESS THAN

CLEAN SAND

12% FINES

MORE THAN

SANDS WITH

SILTS AND CLAYS

LIQUID LIMIT LESS THAN 50

SILTS AND CLAYS

LIQUID LIMIT 50 OR MORE

GRAVELS

NO. 4 SIEVE

RETAINED ON

FRACTION

COARSE

50% OF

MORE THAN

SANDS

SIEVE

PASSES NO. 4

FRACTION

OF COARSE

50% OR MOREC

O

A R

S E

G R

A

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S O

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S

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IN

N

IE

V E

F

IN

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A

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S

M

P A S

S

IE

V E

UNIFIED SOIL CLASSIFICATION SYSTEM - (ASTM D2487)

DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE CLASSIFICATIONS.

NOTE:

CLASSIFICATION SYSTEM

UNIFIED SOIL

(SHEET 1 OF 2)

GW-GC, GP-GM, GP-GC, SW-SM, SW-SC, SP-SM, AND SP-SC.

REFER TO ASTM D2487 FOR BORDERLINE CLASSIFICATIONS GW-GM,

SIZE

MATERIAL

COARSE

MEDIUM

FINE

SAND

COARSE

FINE

GRAVEL

COBBLES

BOULDERS

MILLIMETERS SIEVE SIZE ** MILLIMETERS SIEVE SIZE **

UPPER LIMITLOWER LIMIT

PARTICLE SIZE

2.00

0.425

0.075

19.0

4.75

75.0

#10 **

#40 **

#200 **

3/4" *

#4 **

3" *

12" *

4.75

2.00

0.425

75.0

19.0

3" *

3/4" *

12" *

** U.S. STANDARD SIEVE * SQUARE OPENINGS

0 10 20 30 40 50 60 70 80 90 100

CL- ML ML OR OL

MH OR OH

CL OR OL

CH OR OH

"A

LI

N E

PLASTICITY CHART

GRADATION CHART

P L

A S

T

IC

IT

Y

IN

D E

X

P I)

LIQUID LIMIT (LL)

COARSE-GRAINED SOILS

AND FINE-GRAINED FRACTION OF

FOR CLASSIFICATION OF FINE-GRAINED SOILS

FINE-GRAINED SOILS

HARD

VERY STIFF

STIFF

MEDIUM STIFF

SOFT

VERY SOFT

GREATER THAN 4.0

2.0 TO 4.0

1.0 TO 2.0

0.5 TO 1.0

0.25 TO 0.5

LESS THAN 0.25

COARSE-GRAINED SOILS

PENETRATION RESISTANCE.

OF SOIL SAMPLES, AND

BASED ON AN EXAMINATION

THESE ARE USUALLY

VERY DENSE

DENSE

MEDIUM DENSE

LOOSE

VERY LOOSE

APPROXIMATE SHEAR STRENGTH IN KSF

CLASSIFICATION SYSTEM

UNIFIED SOIL

(SHEET 2 OF 2)

#40 **

#10 **

#4 **

CONSISTENCY OF FINE-GRAINED SOILS AND COARSE-GRAINED SOILS.

WHEN SHOWN ON THE BORING LOGS, THE FOLLOWING TERMS ARE USED TO DESCRIBE THE

NOTE:

ROCK DESCRIPTION SYSTEM

SLIGHTLY FRACTURED: GREATER THAN 3.0 FEET.

OCCASIONALLY FRACTURED: 1.0 TO 3.0 FEET

MODERATELY FRACTURED: 0.5 TO 1.0 FEET

HIGHLY FRACTURED: 0.1 TO 0.5 FEET.

INTENSELY FRACTURED: 0.05 TO 0.1 FOOT (CONTAINS NO CLAY).

CRUSHED: LESS THAN 5 MICRONS (MECHANICAL CLAY) TO 0.05 FOOT.

THE FOLLOWING TERMS DESCRIBE GENERAL FRACTURE SPACING OF A ROCK:

C. ROCK FRACTURE CHARACTERISTICS

VERY HARD: CANNOT BE SCRATCHED WITH POCKET KNIFE.

HARD: DIFFICULT TO SCRATCH WITH KNIFE POINT, CANNOT BREAK HAND HELD SPECIMEN.

HAND HELD SPECIMEN BREAKS WITH FIRM BLOWS OF THE PICK.

MEDIUM HARD: CANNOT BE SCRAPED OR PEELED WITH A KNIFE BUT CAN BE SCRATCHED WITH KNIFE POINT.

SOFT: CAN JUST BE SCRAPED WITH A KNIFE, INDENTATIONS OF 2 TO 4 MM WITH FIRM BLOWS OF THE PICK POINT.

A GEOLOGIC PICK.

VERY SOFT: CAN BE PEELED WITH A KNIFE, MATERIAL CRUMBLES UNDER FIRM BLOWS WITH THE SHARP END OF

THE FOLLOWING TERMS DESCRIBE THE RESISTANCE OF A ROCK TO INDENTATION OR SCRATCHING:

B. HARDNESS

STRUCTURE COMPLETELY DESTROYED. LARGE VOLUME CHANGE RELATIVE TO FRESH ROCK.

ROCK FABRIC AND RESIDUAL SOIL: ADVANCED STATE OF DECOMPOSITION RESULTING IN PLASTIC SOILS.

(SAPROLITE). SPECIMENS EASILY CRUMBLED OR PENETRATED.

COMPLETELY WEATHERED: MINERALS DECOMPOSED TO SOIL BUT FABRIC AND STRUCTURE PRESERVED

BUT FABRIC PRESERVED.

TEXTURE BECOMING INDISTINCT WITH EFFORT OR SHAVED WITH KNIFE. CORE STONES PRESENT IN ROCK MASS.

BROKEN BY HAND HIGHLY WEATHERED: MOST MINERALS SOMEWHAT DECOMPOSED. SPECIMENS CAN BE

SCRAPED BY KNIFE. TEXTURE PRESERVED.

DECOMPOSED. STRENGTH SOMEWHAT LESS THAN FRESH ROCK BUT CORES CANNOT BE BROKEN BY HAND OR

FELDSPAR AS MODERATELY WEATHERED: DISCOLORATION THROUGHOUT. WEAKER MINERALS SUCH

OTHERWISE SIMILAR TO FRESH. SLIGHTLY WEATHERED: SLIGHT DISCOLORATION INWARDS FROM OPEN FRACTURES, FRESH: NO VISIBLE SIGN OF DECOMPOSITION OR DISCOLORATION. RINGS UNDER HAMMER IMPACT.

THE FOLLOWING TERMS DESCRIBE THE CHEMICAL WEATHERING OF A ROCK:

A. DEGREE OF WEATHERING

U N

IF

IE

D S

O

IL

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L A

S S

IF

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B-002

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SHEET OF

project documents within the scope of their employment as required by ER 1110-1-8152.

The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.

C K

D B

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IDENTIFICATION

SHEET

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D B

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D W

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S U

B M

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M A

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R

ANSI D 22 x 34

H

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H

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U A S

T R

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H A

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IN

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A N

S I

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H A

W A

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S C

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S S

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K

V L

IN

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C A

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F Y O

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K G A -0

Honolulu District of Engineers

US Army Corps

-4

-0

K E

L L

Y S

H O

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M E

L V

IN

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LICENSED

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PROFESSIONAL

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No. 15949-E

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B .d g n

BORING LOG LEGEND

R1

R2

Boring completed at 30.8 feet on 4/28/2015.

Ground watet not encountered.

NX Core Run

REC = 90%

RQD = 70%

NX Core Run

REC = 100%

RQD = 26%

137/10"

177/9"

153/11"

35/1"

180/10"

100/4"

100/3"

100/5"

126/10"

188/9"

55 14

4.0

12.5

14.5

22.6

30.8

222.2

213.7

211.7

203.6

195.5

ELASTIC SILT (MH), hard, moist, highly vesicular, mottled reddish brown and yellowish red (saprolite) grades mottled dark reddish brown, yellowish red, and gray

BASALT ROCK, soft, highly weathered and highly vesicular, mottled dark grayish brown and reddish brown grades mottled brownish gray and yellowish red grades dark reddish gray

Cemented basaltic GRAVEL, soft, highly weathered, weakly cemented, dark brownish gray and dark yellowish red (clinker)

BASALT ROCK, soft, highly weathered, slightly weathered, dark brownish gray grades dark reddish gray grades mottled dark gray and reddish yellow grades gray grades hard, occasionally fractured and slightly weathered

Cemented basaltic GRAVEL, medium hard to hard, slightly to moderately weathered, weakly cemented, gray, reddish brown and yellow (clinker)

2. HOLE NUMBER

DISTURBED

5. DIRECTION OF BORING

LOCATION COORDINATES

N 70,178.0 E 1,675,566.2

226.2

FY15 OMA PKG A-008 Replace Substation Switchgear

Tripler Army Medical Center, Oahu, Hawaii 4" cont. flight augers with NX coring

DEG FROM

VERTICAL

HORIZONTAL

D. Aipia

Honolulu District

VERTICAL

MSL

--- DATE COMPLETED 4/28/15

6. THICKNESS OF OVERBURDEN (ft)

7. DEPTH DRILLED INTO ROCK (ft)

8. TOTAL DEPTH OF BORING (ft)

BEARING

SHEETS

1. PROJECT

UNDISTURBED

PACIFIC

NAD 83

Hawaii Test Borings, Inc.

CHECKED BY

INITIAL STATIC

VERTICAL

INCLINED

OF

Mobile B-53

3. DRILLING AGENCY

4. NAME OF DRILLER

16. ELEVATION TOP OF BORING (ft)

14. ELEVATION GROUND WATER (ft)

DIVISION

J. P.

11. MANUFACTURER'S DESIGNATION OF DRILL

17. TOTAL CORE RECOVERY FOR BORING

Hawaii State Plane, Zone 3

B-1

INSTALLATION SHEET

12. TOTAL SAMPLES

15. DATE STARTED 4/28/15

13. TOTAL NUMBER CORE BOXES

9. COORDINATE SYSTEM

C.I.

18. LOGGED BY

BORING LOG

30.8

10. SIZE AND TYPE OF BIT

S A

M P

L E

REC

S a m p o

Boring Designation B-1

REMARKS

B lo w s

.5 f t

N60Nf

Laboratory

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

27.5

30.0

G r a v e l

S a n d

L E

G E

N D

F in e s

L L

P I

M C

D D p c f

)DEPTH

(ft)

ELEV

(ft)

FIELD CLASSIFICATION OF MATERIALS

(Description)

Boring completed at 30.0 feet on 4/28/2015.

Ground water not encountered.

1.0

8.7

18.0

30.0

225.3

217.6

208.3

196.3

ELASTIC SILT (MH), moist, reddish brown (fill)

ELASTIC SILT (MH), hard, moist, slightly vesicular, mottled dark reddish brown and gray (completely weathered clinker) grades mottled dark brown, dark gray, and reddish yellow

ELASTIC SILT (MH), hard, moist, slightly vesicular, mottled dark brownish gray and reddish brown

(saprolite) grades mottled dark gray, dark reddish yellow, and yellow

ELASTIC SILT (MH)

hard, moist, mottled dark gray, reddish yellow, and dark brown

(completely weathered clinker) grades very stiff, and dark gray, dark reddish brown, and yellow grades hard

2. HOLE NUMBER

DISTURBED

5. DIRECTION OF BORING

LOCATION COORDINATES

N 70,166.1 E 1,675,522.2

226.3

FY15 OMA PKG A-008 Replace Substation Switchgear

Tripler Army Medical Center, Oahu, Hawaii 4" cont. flight augers

DEG FROM

VERTICAL

HORIZONTAL

D. Aipia

Honolulu District

VERTICAL

MSL

--- DATE COMPLETED 4/28/15

6. THICKNESS OF OVERBURDEN (ft)

7. DEPTH DRILLED INTO ROCK (ft)

8. TOTAL DEPTH OF BORING (ft)

BEARING

SHEETS

1. PROJECT

UNDISTURBED

Pacific

NAD 83

Hawaii Test Borings, Inc.

CHECKED BY

INITIAL STATIC

VERTICAL

INCLINED

OF

Mobile B-53

3. DRILLING AGENCY

4. NAME OF DRILLER

16. ELEVATION TOP OF BORING (ft)

14. ELEVATION GROUND WATER (ft)

DIVISION

J. P.

11. MANUFACTURER'S DESIGNATION OF DRILL

17. TOTAL CORE RECOVERY FOR BORING

Hawaii State Plane, Zone 3

B-2

INSTALLATION SHEET

12. TOTAL SAMPLES

15. DATE STARTED 4/28/15

13. TOTAL NUMBER CORE BOXES

9. COORDINATE SYSTEM

C.I.

18. LOGGED BY

BORING LOG

30.0

10. SIZE AND TYPE OF BIT

S A

M P

L E

REC

S a m p o

Boring Designation B-2

REMARKS

B lo w s

.5 f t

N60Nf

Laboratory

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

27.5

30.0

G r a v e l

S a n d

L E

G E

N D

F in e s

L L

P I

M C

D D p c f

)DEPTH

(ft)

ELEV

(ft)

FIELD CLASSIFICATION OF MATERIALS

(Description)

DRIVING ENERGY: 140-LB. DROPPING 30 INCHES

-CORE RUN

DIAMETER) SPT SPLIT SPOON SAMPLER

-2.0-INCH OUTSIDE DIAMETER (1.4-INCH INSIDE

-SAMPLE LOST DURING EXTRACTION

SAMPLER (DISTURBED)

DIAMETER) STAINLESS STEEL SPLIT BARREL

-3.3-INCH OUTSIDE DIAMETER (2.4-INCH INSIDE

SAMPLER (RELATIVELY UNDISTURBED)

DIAMETER) STAINLESS STEEL SPLIT BARREL

-3.3-INCH OUTSIDE DIAMETER (2.4-INCH INSIDE

FURNISHED HEREIN.

THE SUBSURFACE INFORMATION AND DATA

MAKE OR DERIVE FROM HIS EXAMINATION OF

DEDUCTIONS, OR CONCLUSIONS WHICH HE MAY

RESPONSIBLE FOR ALL ASSUMPTIONS,

CONSTRUCTION. THE BIDDER IS SOLELY

CONDITIONS TO BE ENCOUNTERED DURING

BORING LOGS ARE REPRESENTATIVE OF THE

GROUNDWATER CONDITIONS SHOWN ON THE

IS GIVEN THAT THE SUBSURFACE OR

CONVENIENCE OF THE BIDDER. NO ASSURANCE

THE BORING LOGS ARE FURNISHED FOR THE 2.

IRRIGATION PATTERNS, AND OTHER CHANGES.

CHANGES IN SURFACE DRAINAGE AND

IMPROVEMENTS CONSTRUCTED AT THE SITE,

FROM THE LOGS DUE TO THE PASSAGE OF TIME,

AND GROUNDWATER CONDITIONS MAY DIFFER

LOCATIONS OR AT OTHER TIMES. SUBSURFACE

MAY NOT REPRESENT CONDITIONS AT OTHER

THE TIMES DESIGNATED ON THE LOGS, AND

WHERE THE BORINGS WERE DRILLED AND AT

ENCOUNTERED ONLY AT THE LOCATIONS

SUBSURFACE AND GROUNDWATER CONDITIONS

THE LOGS OF BORINGS INDICATE THE 1.

BORING LOG NOTES

B O

R

IN

G L

O G N

O T

E S

B O

R

IN

G L

O G L

E G

E N

D

B O

R

IN

G L

O G B -1 B -2

BB001