Attachment_3_-_Drawings.pdf

PDF 7 MB Posted Jul 14, 2023

Attached to: Asbestos Remediation, Hawaii Volcanoes NP
Solicitation number: 140P2123Q0190
Issued by: Department of the Interior National Park Service

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Written by GovTribe AI · Dec 21, 2023

This solicitation is for asbestos remediation services at Hawaii Volcanoes National Park. The National Park Service requires the removal and disposal of asbestos-containing materials from various resource management buildings. Services include inspection, project design, abatement, and clearance air monitoring. The single award firm-fixed-price contract has a period of performance from June 2023 to December 2023. The anticipated award date is May 2023. The solicitation was issued on April 20, 2023 with proposals due by May 5, 2023.

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Sol_140P2123Q0190_Amd_0002.pdf	PDF	Aug 29, 2023
Sol_140P2123Q0190_Amd_0001.pdf	PDF	Aug 8, 2023
Attachment_2_-_Terracon_Report.pdf	PDF	Jul 14, 2023
Attachment_1_-_Statement_of_Work_-_Specs.pdf	PDF	Jul 14, 2023
Sol_140P2123Q0190.pdf	PDF	Jul 14, 2023
Attachment_4_-_Wage_Determinations.pdf	PDF	Jul 14, 2023

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HAWAIIAN ISLANDS

VICINITY MAP

REVISIONSheetMark Date Initial

Prepared in Accordance with Design Development (Title 1)

Variance from Design Development (Title 1) Approved by Superintendent on

Construction Drawing Not Preceded by Design Development (Title 1)

Date

DateProject Manager

Drawing No.

QUALITY DESIGN CERTIFICATION

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

REHABILITATION OF RESOURCE MANAGEMENT BUILDINGS

HAWAI'I VOLCANOES NATIONAL PARK

REGION COUNTY STATE

DRAWING NO.

PMIS/PKG. NO.

SHEET

OR HAVO-318732

WESTERN HAWAI'I HAWAI'I

LOCATION WITHIN PARK

KILAUEA HEADQUARTERS

NAME OF PARK

TIC NO. 124/186347

77828

PROJECT

LOCATION

COVER SHEET

G0.01

SHEET

NUMBER SHEET NAME

E0.01 ELECTRICAL NOTES, SYMBOLS & ABBREVIATIONS

ED1.01 ELECTRICAL DEMO PLAN

E1.01 ELECTRICAL PLAN

E1.02 B-53 ELECTRICAL PLAN

E1.03 B-342 ELECTRICAL PLAN

E1.04 B-338 & B-339 ELECTRICAL PLAN

E5.01 ELECTRICAL DETAILS

SHEET

NUMBER SHEET NAME

G0.01 COVER SHEET

G0.02 CODE SUMMARY & LOCATION

G0.03 ABBREVIATIONS

G0.04 ACCESS & STAGING

G0.05 SPALL REPAIR SPECIFICATIONS & DETAILS

A0.01 DEMOLITION FLOOR PLANS

A0.02 DEMOLITION ROOF PLANS

A1.01 FLOOR PLAN

A1.02 B-53 OFFICE & PARTIALLY ENCLOSED GREENHOUSE FLOOR PLAN

A1.03 CASEWORK PLANS & B-342 RESOURCE MANAGEMENT POTTING SHED FLOOR PLAN

A1.04 B-338 & B-339 INSECT QUARANTINE & ENCLOSED GREENHOUSE FLOOR PLAN

A1.05 ROOF PLAN

A2.01 EXTERIOR ELEVATIONS - B-53 OFFICE & PARTIALLY ENCLOSED GREENHOUSE

A2.02 EXTERIOR ELEVATIONS - B-342 RESOURCE MANAGEMENT POTTING SHED

A2.03 EXTERIOR ELEVATIONS - B-338 & B-339 INSECT QUARANTINE & ENCLOSED GREENHOUSE

A3.01 BUILDING SECTIONS

A5.01 MISCELLANEOUS DETAILS

A5.02 EXISTING CONDITIONS - SHOP DRAWINGS & PHOTOGRAPHS

HAWAII VOLCANOES NATIONAL PARK

BUILDING REPAIRS / PERIMETER FENCE

INDEX

FINAL CONSTRUCTION DOCUMENTS (CD) STAMPED & SIGNED

MAY 24, 2023

Sheets G0.05, A1.01, A1.02, A1.03, A1.04, A1.05, A2.01, A2.02, A2.03, A3.01, A5.01, A5.02, E.01, ED1.01, E1.01, E1.02, E1.03, E1.04, E5.01 ARE NOT PART OF THIS CONTRACT jocampo Line jocampo Line jocampo Line jocampo Line jocampo Line

0' 150' 300'

AS SHOWN

NATIONAL PARK SERVICE GREENHOUSE PROJECT

VOLCANO

HOUSE

NATIONAL PARKS RESEARCH OFFICE

PARKING

PARTIALLY ENCLOSED GREENHOUSE

B-53

CRATER RIM DRIVE

PARKING

CRATER RIM DRIVE

RESOURCE MANAGEMENT

POTTING SHED

B-342OFFICE

B-53

ENCLOSED GREENHOUSE

INSECT QUARANTINE

B-338 & B-339

PARKING

CRATER RIM DRIVE

AS SHOWN

HAWAII VOLCANOES NATIONAL PARK

KILAUEA CRATER

CRATER RIM ROAD

TO HILO

PARK

HEADQUARTERS

VOLCANO

HOUSE

PROJECT SITE

5' 0' 5' 10'

SCALE IN HUNDRED FEETMAMALAHOA HWY

HAWAI'I

KILAUEA

PROJECT SITE

HAWAI'I VOLCANOES

NATIONAL PARK, HI

NO SCALE

MAP OF HAWAI'I ISLAND

MAUNA KEA

MAUNA LOA

REHABILITATION OF RESOURCE MANAGEMENT BUILDINGS DRAWING NO.DESIGNED:

CADD:

TECH: REVIEW:

DATE:

SHEET

HAWAI'I VOLCANOES NATIONAL PARK

SUB SHEET NO.

PKG.

NO.

318732

TCI NO. 124/186347

77828G0.02

05/24/2023

CODE SUMMARY & LOCATION

2GP

LOCATION MAP VICINITY MAP

BUILDING CODE SUMMARY

BUILDING CODE: 2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL EXISTING BUILDING CODE

2020 NATIONAL ELECTRICAL CODE

STATEMENT OF STRUCTURAL TESTS AND SPECIAL INSPECTIONS: WIND RESISTANCE COMPLETE LOAD PATH AND

WIND UPLIFT TIES 1705.5, 1705.11, & 1705.12.2

TYPE OF CONSTRUCTION: V-B

OCCUPANCY GROUP: U & S - 2

NUMBER OF STORIES: 1

ALLOWABLE HT. 40 FT.

FIRE SPRINKLER: NOT REQUIRED

FIRE ALARM: NOT REQUIRED

BUILDING AREA: ALLOWABLE S.F.

B-53 OFFICE 192 S.F

PARTIALLY ENCLOSED GREENHOUSE 1,415 S.F.

B-342 RESOURCE MANAGEMENT POTTING SHED: 600 S.F.

B-338 & B-339 INSECT QUARANTINE: 1,575 S.F.

ENCLOSED GREENHOUSE: 730 S.F.

TOTAL BUILDINGS: 4,512 S.F.

ROOF LOAD:

LIVE: 30 P.S.F.

DEAD: 10 P.S.F.

BASIC WIND SPEED: 130 MPH

SEISMIC ZONE: D II

ACCESSIBILITY STATEMENT: CONFORMANCE WITH THE DESIGN AND CONSTRUCTION REQUIREMENTS OF THE ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS ADMINISTERED BY THE DEPARTMENT OF JUSTICE OR THE FAIR HOUSING ACT ACCESSIBILITY GUIDELINES ADMINISTERED BY THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT SHALL BE EQUIVALENT TO MEETING THE ACCESSIBILITY OF THIS CODE. CONSTRUCTION OF PUBLIC BUILDINGS OR FACILITIES IN COMPLIANCE WITH HRS

103-50 SHALL BE EQUIVALENT TO MEETING THE ACCESSIBILITY OF THIS CODE.

SESIMIC EVALUATION EXEMPTION: RESOURCE MANAGEMENT BUILDINGS MEET EXEMPTION REQUIREMENTS LISTED IN SECTION 1.3 OF NIST GCR 11-917-12 THE STANDARDS OF SEISMIC SAFETY FOR EXISTING FEDERALLY OWNED AND LEASED BUILDINGS ICSSC RECOMMENDED PRACTICE 8 (RP 8).

D. BUILDING STRUCTURES THAT ARE INTENDED ONLY FOR INCIDENTAL HUMAN OCCUPANCY OR THAT ARE OCCUPIED BY PERSONS FOR A TOTAL OF LESS THAN 2 HOURS

A DAY, UNLESS DESIGNATED FOR AN OCCUPANCY-BASED PERFORMANCE OBJECTIVE;

E. ONE-STORY BUILDINGS OF STEEL LIGHT FRAME OR WOOD CONSTRUCTION WITH AREAS LESS THAN 280 M2 (3000 FT2), UNLESS DESIGNATED FOR AN OCCUPANCY-

BASED PERFORMANCE OBJECTIVE.

PROJECT INFORMATION

PROJECT NAME: HAWAII VOLCANOES NATIONAL PARK

BUILDING REPAIRS / PERIMETER FENCE

OWNER: NATIONAL PARK SERVICE

PROJECT ADDRESS: KILAUEA HEADQUARTERS, HAWAII VOLCANOES N. P.

SUMMARY OF WORK: REHABILITATE RESOURCE MANAGEMENT BUILDINGS

SCOPE OF WORK INCLUDES BUT IS NOT LIMITED TO: REPLACEMENT OF GREENHOUSE GLAZING, CONCRETE

SPALL REPAIR, CABINET REPLACEMENT, REPLACEMENT

OF RESOURCE MANAGEMENT POTTING SHED TRUSSES &

CORRUGATED FIBERGLASS ROOF, PAINTING BUILDINGS.

ZONING CODE SUMMARY

TAX MAP KEY:

STATE LAND USE: NOT APPLICABLE

SPECIAL DISTRICT: NOT APPLICABLE

ZONING DISTRICT: 25-8-28

SPECIAL PERMITS: NOT APPLICABLE

PROPOSED USES: NATIONAL PARK

LOT AREA: NOT APPLICABLE

FRONT YARD SETBACK: NOT APPLICABLE

SIDE YARD SETBACK: NOT APPLICABLE

BUILDING HEIGHT: 17'- 8" MAX

GROSS BLDG FLOOR AREA:

OFFICE 192 S.F.

PARTIALLY ENCLOSED GREENHOUSE 1,415 S.F.

B-342 RESOURCE MANAGEMENT POTTING SHED 600 S.F.

B-338 & B-339 INSECT QUARANTINE 1,575 S.F.

ENCLOSED GREENHOUSE 730 S.F.

PARKING REQUIREMENTS: NOT APPLICABLE

GENERAL NOTES

GENERAL:

1. THE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED UTILIZING ELECTRONIC DRAFTING FORMAT OF REVIT

2021.

2. THE CONTRACTOR SHALL VERIFY ALL PROJECT-RELATED NEW AND EXISTING CONDITIONS, INCLUDING

DIMENSIONS, PRIOR TO THE COMMENCEMENT OF WORK AND PROMPTLY NOTIFY THE CONTRACTING OFFICER OF

ANY DISCREPANCIES AND/OR PREVIOUSLY UNKNOWN CONDITIONS OBSERVED.

3. ABSOLUTELY NO BUILDING COMPONENT SHOWN ON THESE DRAWINGS SHALL BE INCORPORATED INTO THE WORK UNTIL SHOP DRAWINGS, SAMPLES, BROCHURES OR OTHER SUBMITTALS CALLED FOR IN THE PROJECT

SPECIFICATIONS HAVE BEEN REVIEWED AND APPROVED BY THE OWNER.

4. THESE CONSTRUCTION DOCUMENTS HAVE BEEN PRODUCED AT DRAWING SCALES THAT RELATE TO THEIR FULL- SIZE FORMAT 22"X34". DEVIATIONS TO THIS FORMATE SIZE WILL PRODUCE DRAWINGS OUTSIDE OF THE SCALE LIMITS INDICATED. DRAWING REPRODUCTIONS AT ANY FORMAT SHOULD NOT BE SCALED FOR DIMENSIONAL

ACCURACY. USE GRAPHIC SCALES ACCORDINGLY.

5. THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED FROM OWNER FURNISHED CONSTRUCTION DOCUMENTS AND ELECTRONIC MEDIA. ANY DEVIATION FROM THESE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF

THE CONTRACTING OFFICER FOR RESOLUTION.

6. THIS IS A NON-SMOKING BUILDING.

7. ANY WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE-TREATED.

8. CONCEALED WOOD USED IN CONSTRUCTION SHALL BE FIRE-RETARDANT TREATED

9. FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE CORROSION RESISTANT.

10. PROVIDE BLOCKING OR OTHER CONCEALED SUPPORTS WITHIN WALLS AS REQUIRED FPR HANDRAILS, CASEWORK, GRAB BARS, ART WORK, SHELVING, AND OTHER APPLIED WALL-MOUNTED FIXTURES, FINISHES OR

EQUIPMENT.

11. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ACCESS DOOR LOCATIONS AND

REQUIREMENTS.

12. CHANGES IN FINISH FLOOR ELEVATION IN EXCESS OF 1/4" MEASURED FROM THE LOWEST POINT ON EITHER SIDE OF THE THRESHOLD SHALL BE BEVELED AT 1:2, IN NO CASE SHALL FLOOR TRANSITIONS AND CHANGES IN LEVEL

IN FLOOR SURFACE BE MORE THAN 1/4" MAXIMUM IN VERTICAL HEIGHT.

13. ALL ITEMS NOT NOTED AS EXISTING (E) SHALL BE ASSUMED TO BE NEW (N)

DIMENSIONS:

1. DO NOT SCALE THE DRAWINGS - WRITTEN DIMENSIONS GOVERN

2. DIMENSIONS ARE MEASURED FROM GRID LINES OR FACE OF FINISH UNLESS OTHERWISE NOTED

3. NOTES TO 'ALIGN' REFER TO FINISHED FACE OF INDICATED SURFACES

4. LOCATE FACE OF HINGE-SIDE DOOR JAMBS 4" AWAY FROM ANY ADJACENT WALL, UNLESS OTHERWISE NOTED

HORIZONTAL AND VERTICAL ASSEMBLIES:

1. STUD SIZES ARE INDICATED ON THE ASSEMBLY TYPE TAGS ON THE ARCHITECTURAL PARTITION AND

REFERENCE PLANS.

AREA OF WORK

ABBREVIATIONS LEGEND

AB ANCHOR BOLT

ABS ACRYLONITRILE BUTADIENE STYRENE

ABV ABOVE

A/C AIR CONDITIONING

AC ASPHALTIC CONCRETE

ACP ACOUSTICAL CEILING PANEL

AD AREA DRAIN

ADDL ADDITIONAL

ADF ACCESSIBLE DRINKING FOUNTAIN

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

AFS ABOVE FINISH SLAB

AGGR AGGREGATE

ALUM ALUMINUM

ALT ALTERNATE

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

BBQ BARBEQUE

BD BOARD

BFF BELOW FINISH FLOOR

BKBD BACK BOARD

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BOD BOTTOM OF DECK

BOT F BOTTOM FACE

BOT BOTTOM

BR BEDROOM

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CER CERAMIC

CFCI CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

CG CORNER GUARD

CMPST COMPOSITE

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CONTRACTING OFFICER

COL COLUMN

CONC CONCRETE

COND CONDITION

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUE/CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COP COPPER

CORR CORRIDOR

CPT CARPET

CSK COUNTERSINK

CT CERAMIC TILE

CTR CENTER

CUH CABINET UNIT HEATER

CULT CULTURED

CW COLD WATER PIPING

D DEEP / DEPTH

DBL DOUBLE

DEG DEGREE

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DSP DRY STANDPIPE

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

EPB ELECTRICAL PANEL BOARD

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

ES EACH SIDE

EQ EQUAL

EQUIP EQUIPMENT

EOS EDGE OF SLAB

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

(E) EXISTING

G NATURAL GAS

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GEN GENERAL

GFGI GOVERNMENT FURNISHED / GOVERNMENT

INSTALLED

GFRG GLASSFIBER REINFORCED GYPSUM

GFRC GLASSFIBER REINFORCED CONCRETE

GL GLASS/GLAZING

GLU LAM GLUE LAMINATED WOOD

GPM GALLONS PER MINUTE

GRAN GRANITE

GSB GYPSUM SHEATHING BOARD

GTV GATE VALVE

GWT GYPSUM

GWB GYPSUM WALL BOARD

H HIGH

HB HOSE BIBB

HC HOLLOW CORE

HCP HANDICAPPED

HD HEAD

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HS HAND SINK

HT HEIGHT

HVAC HEATING, VENTILATION AND AIR CONDITIONING

HW HOT WATER

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

ID INSIDE DIAMETER

INCL INCLUDED

IMP INSULATED METAL PANEL

IN INCH

INFO INFORMATION

INSUL INSULATION/INSULATED

INT INTERIOR

INV INVERT

J-BOX JUNCTION BOX

JAN JANITOR

JST JOIST

JT JOINT

KD KNOCK DOWN

KIT KITCHEN

KO KNOCK-OUT

KW KILOWATT

KWH KILOWATT HOUR

L LENGTH

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LB POUND

LBF/SF POUNDS PER SQUARE FOOT

LDG LANDING

LF LINEAR FOOT

LH LEFT HAND

LKR LOCKER

LLV LONG LEG VERTICAL

LOC LOCATION

LT LIGHT

LR LIVING ROOM

LVR LOUVER

QT QUARRY TILE

R RISER

R RADIUS

RA RETURN AIR

RB RUBBER BASE

RB HK ROBE HOOK

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFRIGERATOR

REFL REFLECTED

REG REGISTER

REINF REINFORCE

RECS RECOMMENDATIONS

REQD REQUIRED

RESIL RESILIENT

REST REST ROOM

REV REVISION

RTF RUBBER TILE FLOOR

RFG ROOFING

RLG RAILING

RH RIGHT HAND

RND ROUND

RM ROOM

RO ROUGH OPENING

RWL RAIN WATER LEADER

S SOUTH

SA SUPPLY AIR

SAB SOUND ATTENUATION BLANKET

SB SPLASH BLOCK

SC SOLID CORE

SCHED SCHEDULE

SCD SEAT COVER DISPENSER

SCP SCUPPER

SCR SHOWER CURTAIN ROD

SCRN SCREEN

SD SMOKE DETECTOR

SECT SECTION

SED SEE ELECTRICAL DRAWINGS

SF SQUARE FEET

SHT SHEET

SHR SHOWER

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SL SLOPE

SLDG SLIDING

SLNT SEALANT

SM SHEET METAL

SND SANITARY NAPKIN DISPENSER

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPC SPACING

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SQ SQUARE

SSD SEE STRUCTURAL DRAWINGS

SST STAINLESS STEEL

SMD SEE MECHANICAL DRAWINGS

SMLS SEAMLESS

SS SOLID SURFACE

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

SURR SURROUND

SUSP SUSPENDED

SVCE SERVICE

SW SWITCH

SYMM SYMMETRICAL

SYS SYSTEM

T TREAD

TB TOWEL BAR

TBD TO BE DETERMINED

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

T&G TONGUE AND GROOVE

THRES THRESHOLD

THRU THROUGH

THK THICKNESS

TK BD TACK BOARD

TMPD TEMPERED

TOC TOP OF CURB

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF SLAB

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TS TUBE STEEL

TSH TOWEL SHELF

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

TLT TOILET

UBC UNIFORM BUILDING CODE

UC UNDERCUT

UNGD UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

UNO UNLESS OTHERWISE NOTED

UR URINAL

VAR VARIES

VB VALVE BOX

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VOL VOLUME

VP VENEER PLASTER

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WIDE

W/ WITH

WC WALL COVERING

WCLR WATER COOLER

WD WOOD

WDSP WASTE DISPOSER

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

F FAHRENHEIT

FA FIRE ALARM

FAB FABRICATE

FB FLAT BAR

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF & E FURNITURE, FIXTURES AND EQUIPMENT

FGL FIBERGLASS

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLG FLOORING

FLR FLOOR

FLUOR FLUORESCENT

FLR SK FLOOR SINK

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FP FIRE PROOF

FR FRAME

FRP FIBERGLASS REINFORCED PLASTIC

FRT FIRE RETARDANT

FRZ FREEZER

FT FEET

FTD FACIAL TISSUE DISPENSER

FTG FOOTING

FURG FURRING

FUT FUTURE

M METER

M2 SQUARE METERS

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MBR MASTER BEDROOM

MC MEDICINE CABINET

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MI MIRROR

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOULDING

MM MILLIMETER

MO MASONRY OPENING

MOD MODULE

MP METAL PANEL

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

MTG MOUNTING

MULL MULLION

MUN MUNTIN

MW MICROWAVE

N NORTH

NFS NON-FROST SUSCEPTIBLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OBS OBSCURE

OC ON CENTER

OD OUTSIDE DIAMETER

OF/CI OWNER FURNISHED / CONTRACTOR INSTALLED

OF/OI OWNER FURNISHED / OWNER INSTALLED

OFD OVERFLOW DRAIN

OH OVER HANG

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OVHD OVER HEAD

PA PUBLIC ACCESS

PC PIECE

PCC PRECAST CONCRETE

PEND PENDANT

PERIM PERIMETER

PH PENTHOUSE

PLAS PLASTER

PLBG PLUMBING

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PROP PROPERTY

PREFAB PREFABRICATE

PT PAINT

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND RECEPTACLE

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

WH WATER HEATER

W/O WITHOUT

WP WATERPROOF/WATERPROOFING

WR WATER REPELLENT

WSCT WAINSCOT

WSP WET STAND PIPE

WT WEIGHT

WWF WELDED WIRE FABRIC

REHABILITATION OF RESOURCE MANAGEMENT BUILDINGS DRAWING NO.DESIGNED:

CADD:

TECH: REVIEW:

DATE:

SHEET

HAWAI'I VOLCANOES NATIONAL PARK

SUB SHEET NO.

PKG.

NO.

318732

TCI NO. 124/186347

77828G0.03

05/24/2023

ABBREVIATIONS

3GP

ACCESS & STAGING GENERAL NOTES

1. DIMENSIONING GUIDE: VERIFY DIMENSIONS IN FIELD. ALL DIMENSIONS ARE TAKEN TO/FROM GRID LINE, FACE OF

CONCRETE AND MASONRY, AND FACE OF METAL/WOOD STUD PARTITION, [OR ANY OTHER REFERENCE POINT], UNLESS OTHERWISE NOTED. CLEAR DIMENSIONS BETWEEN SURFACES WILL BE NOTED WHERE APPLICABLE FROM MATERIAL FINISHES. ALL DIMENSIONS REFERENCED HEREIN ARE IMPERIAL STANDARDS, UNLESS OTHERWISE NOTED. FOR THE PURPOSE OF THIS PROJECT, ALL DIMENSIONS HEREIN SHALL BE TREATED EQUALLY, WITHOUT ANY HIERARCHY, AND/OR ORDER OF PRECEDENCE, UNLESS OTHERWISE NOTED

2. REFERENCE ELEVATION: ALL ELEVATIONS NOTED ON THIS PLAN CORRESPOND TO REFERENCE ELEVATION [0’-0”] FOR THIS FLOOR LEVEL. DEVIATIONS AND VARIANCES IN THIS ELEVATION MAY EXIST, AS INDICATED.

UPPER FLOOR ELEVATIONS TO BE NOTED ACCORDINGLY. NOTE: THIS ASSISTS AND ESTABLISHES NOTED

VERTICAL CONTROL AT ALL FLOOR PLANS, REGARDLESS TO FLOOR LEVEL.

3. CONTRACTOR WORK HOURS BETWEEN 0730-1700 M-F. CONTRACTOR TO COORDINATE WORK OUTSIDE THESE

HOURS WITH CONTRACTING OFFICER 72 HOURS IN ADVANCE.

ACCESS & STAGING LEGEND

STAGING OPTION

BUILDINGS NOT IN SCOPE

ACCESS

REHABILITATION OF RESOURCE MANAGEMENT BUILDINGS DRAWING NO.DESIGNED:

CADD:

TECH: REVIEW:

DATE:

SHEET

HAWAI'I VOLCANOES NATIONAL PARK

SUB SHEET NO.

PKG.

NO.

318732

TCI NO. 124/186347

77828G0.04

05/24/2023

ACCESS & STAGING

4GP

1" = 20'-0"G0.04

1 SITE PLAN

STAGING AREA 1

3 STALLS AVAILABLE

STAGING AREA 2

CRATER RIM DRIVE CRATER RIM DRIVE

T R

GRAVEL ROAD

PARKING

17 STALLS, 1 ACCESS AISLE

PARKING

10 STALLS

PARKING

4 STALLS

NATIONAL PARK RESEARCH OFFICE

PARKING

15 STALLS, 1 ACCESS AISLE

GRAVEL PARKING

APPROX. 7 CARS

OFFICE

B-53

PARTIALLY ENCLOSED GREENHOUSE

B-53

RESOURCE MANAGEMENT

POTTING SHED

B-342

INSECT QUARANTINE

B-338 & B-339

ENCLOSED GREENHOUSE

1 SHALLOW PATCH REPAIR

VERTICAL OR HORIZONTAL SPALL

MIN. PATCH DEPTH = 1"

MAX. PATCH DEPTH = 1-1/2"

1_ 4" Dia. SCREWS @

8" O.C. MAX EACH

WAY

DASHED LINE

INDICATES ORIGINAL

SPALL

LOCATION

EXISTING CONC

CONCRETE PATCH

ROUGHEN SURFACE

OF DAMAGED AREA

TO 1/4:"

AMPLITUDE

ADD BONDING AGENT

2 TYP. CONC. CRACK REPAIR DTL (> 1/32" WIDE)

SCALE: N.T.S.

FILL CRACK W/

EPOXY

CLEAN SURFACE

ADJACENT TO CRACKS

OF ANY DIRT, GREASE,

OIL OR FOREIGN MATTER

SURFACE SEAL AS

OCCURS

3 SHALLOW PATCH REPAIR (CORNER)

VERTICAL OR HORIZONTAL SPALL

MIN. PATCH DEPTH = 1"

MAX. PATCH DEPTH = 1-1/2"

DASHED LINE

INDICATES ORIGINAL

SPALL LOCATION

CONCRETE PATCH

1_ 4" Dia. SCREWS @

8" O.C. MAX. EACH

WAY

ROUGHEN SURFACE OF DAMAGED

AREA TO 1_

4" AMPLITUDE

ADD BONDING AGENT

1/2" UNDERCUT

ALL SIDES

1/2" MIN TYP.

1" M

1- 1/

2" M

1/2" UNDERCUT

ALL SIDES

1/ 2"

. T

CRACK REPAIR (CRACK WIDTH GREATER THAN OR EQUAL TO 1/32")

CLEAN SURFACE ADJACENT TO CRACKS OF DIRT,

DUST, GREASE, OIL OR FOREIGN MATTER

DETRIMENTAL TO BOND OF EPOXY SURFACE SEAL

DO NO USE ACIDS OR CORROSIVES.

CLEAN CRACKS WITH HIGH PRESSURE AIR OR WATER

FOR THROUGH CRACKS, APPLY SURFACE SEALER

AFTER SURFACE SEAL HAS HARDENED AND CURED,

(WHERE REQUIRED) BEGIN INJECTION OF EPOXY

INJECT EPOXY CONTINUOUSLY UNTIL CRACKS ARE

COMPLETELY FILLED

SUFFICIENTLY CURE EPOXY TO ALLOW REMOVAL OF

SURFACE SEAL WITHOUT ANY DRAINING OF EPOXY

MATERIAL FROM CRACKS

REMOVE SURFACE SEAL MATERIAL AND INJECTION

MATERIAL RERUNS OR SPILLS FROM CONCRETE

SURFACES

FINISH FLUSH THE FACE OF CRACKS TO ADJACENT

CONCRETE

SPALL REPAIR PROCEDURE

CHIP OUT ALL LOOSE AND FRACTURED CONCRETE

AROUND SPALL, EXTEND LIMITS OF EXCAVATION

UNTIL SOUND CONCRETE IS ENCOUNTERED

ROUGHEN SURFACE TO 1/4" MINIMUM AMPLITUDE

CREATE 1/2" UNDERCUTS CUT AT PERIMETER

CLEAN ALL EXPOSED REBAR TO BRIGHT STEEL

CONDITION IF CROSS SECTIONAL LOSS OF BAR IS

GREATER THAN 10% AFTER REMOVING ALL

CORROSION PRODUCT, CONTACT CONTRACTING

OFFICER FOR EVALUATION AND DIRECTION

INSTALL 1/4" Dia. SCREWS @ 8" O.C. MAX. EACH WAY, SEE ITEM "E" ON TABLE OF ACCEPTABLE CONCRETE

REPAIR PRODUCTS PROVIDE 1-1/4" MIN. EMBEDMENT

INTO SOUND CONCRETE PROVIDE 3/4" MIN. CLEAR

COVER TO HEAD OF SCREW AFTER PATCH

INSTALLATION

PROVIDE SHADE ABOVE WORK AREA OF PATCHES IF

CONCRETE MEMBER IS EXPOSED TO DIRECT

SUNLIGHT DURING CURING

APPLY BONDING AGENT TO CONCRETE SURFACE,

SEE ITEM "E" ON THE TABLE OF ACCEPTABLE

CONCRETE REPAIR PRODUCTS

INSTALL PATCH MATERIAL ACCORDING TO

MANUFACTURER'S RECOMMENDATIONS. SEE ITEM "A"

THROUGH "C" ON THE TABLE OF ACCEPTABLE

CONCRETE REPAIR PRODUCTS

FINISH AND CURE AS REQUIRED

CONCRETE REPAIRS

1. EXCAVATE ALL LOOSE FRACTURED CONCRETE AROUND SPALL, IN GENERAL, EXTEND LIMITS OF

EXCAVATION UNTIL SOUND CONCRETE IS ENCOUNTERED OR AS SHOWN ON THE DRAWINGS,

LIMIT CHIPPING GUN TO 15 LB.

2. CLEAN ALL EXISTING REBAR OF ALL LOOSE RUST BY SANDBLAST OR NEEDLE GUN

3. ROUGHEN SURFACE TO 1/4" AMPLITUDE AT ALL INTERFACE CONTACT WITH EXISTING CONCRETE

SUBSTRATE. PROVIDE UNDERCUT AT PERIMETER OF CONCRETE PATCH AS SHOWN ON DETAILS

4. CLEAN ALL EXCAVATED CONCRETE SURFACES OF DEBRIS, DUST, GREASE, OIL, ETC.

5. IN GENERAL, THE FOLLOWING APPLIES TO REPLACING/ SUPPLEMENTING CORRODED REBAR:

A. IF CROSS SECTIONAL LOSS OF BAR IS LESS THAN 10% AFTER REMOVING ALL CORROSION

PRODUCT, THE BAR DOES NOT REQUIRE REPLACEMENT/ SUPPLEMENT

B. IF CROSS SECTIONAL LOSS OF BAR IS GREATER THAN 10% AFTER REMOVING ALL

CORROSION PRODUCT, CONTRACT CONTRACTING OFFICER FOR EVALUATION AND DIRECTION

6. IN GENERAL, CONCRETE REPAIRS AND RELATED WORK SHALL CONFORM TO THE FOLLOWING

TECHNICAL GUIDELINES, UNLESS OTHERWISE INDICATED ON THE DRAWINGS:

A. GUIDELINE NO. 03730 "GUIDELINE FOR SURFACE PREPARATION FOR THE REPAIR OF

DETERIORATED CONCRETE RESULTING FROM REINFORCING STEEL CORROSION" (1995)

B. GUIDELINE NO 0731 "GUIDLINE FOR SELECTING APPLICATION METHODS FOR THE REPAIR OF

CONCRETE SURFACES" (1996)

C. GUIDELINE NO. 0733 "GUIDELINE FOR SELECTING AND SPECIFYING MATERIALS FOR REPAIR

OF CONCRETE SURFACES (1997)

7. PRODCUT MANUFACTURERS' REPRESENTATIVES SHALL BE PRESENT AT THE JOB SITE TO

SUPERVISE AND INSPECT ALL SAMPLE/ PROTOTYPE REPAIRS, AND SHALL PERIODICALLY VISIT THE

JOB SITE TO INSPECT REPAIRS FOR CORRECT PRODUCT USAGE

8. CONTRACTOR SHALL SUBMIT DESIGNS FOR ALL CONCRETE MIXES

9. PRIOR TO PLACEMENT OF PATCH MATERIAL, THE EXPOSED CONCRETE SHALL BE SATURATED

SURFACE DRY WITH NO WATER ACCUMULATION

10. POLYMER MODIFIED REPAIR MATERIALS SHALL BE APPLIED TO FILL VOIDS. FOR PATCH DEPTHS IN

EXCESS OF 1 INCH, 3/8" INCH AGGREGATES SHALL BE ADDED

11. FOLLOWING THE INITIAL SET OF THE POLY-MODIFIED CONCRETE AT FORMED AREAS, THE SPACE AT

THE TOP OF THE PATCH AREA SHALL BE FILLED WITH PATCHING MORTAR

12. FORMS SHALL BE REMOVED AFTER FIVE (5) DAYS OF CURING. PATCHES SHALL BE INSPECTED FOR IMPROPER CONSOLIDATION OR CRACKING AROUND THE PERIMETER OR IN THE PATCH. IF THESE

CONDITIONS EXIST, NOTIFY THE CO FOR POSSIBLE REMEDIAL ACTION

13. CONCRETE WORK SHALL CONFORM TO THE FOLLOWING CODES AND STANDARDS:

A. ACI 304 "SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS"

B. ACI 304 "GUIDE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE"

C. ACI 304.2 "PLACING CONCRETE BY PUMPING METHODS"

D. ACI 305 "HOT WEATHER CONCRETING"

E. ACI 309 "STANDARD PRACTICE FOR CONSOLIDATING CONCRETE"

F. ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCING"

G. ACI 318 "BUILDINGCODE REQUIREMENTS FOR REINFORCED CONCRETE"

H. ACI 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK"

14. MINIMUM CONCRETE COVER OF REINFORCING STEEL FOR "PATCHES," REPAIRS, ETC., SHALL BE AS

INDICATED ON THE GENERAL REINFORCING STEEL NOTE

ACCEPTABLE CONCRETE REPAIR PRODUCTS

1. VERIFY WITH MATERIAL SUPPLIERS, THE COMPATABILITY OF ALL PRODUCTS AND

PROCEDURES UTILIZED FOR REPAIRS BEFORE START OF WORK. IF ANY

MODIFICATIONS NEED TO BE MADE, THEY SHALL BE BROUGHT TO THE

IMMEDIATE ATTENTION OF THE CO PRIOR TO THE START OF ANY WORK.

2. FOLLOWING PRODUCTS ARE ACCEPTABLE TO BE UTILIZED IN THE REPAIR DETAILS,

CONTRACTOR SHALL FOLLOW MANUFACTURER'S RECOMMENDATIONS.

PRODUCT DESCRIPTION ACCEPTABLE ALTERNATIVE PRODUCTS

* SIKAQUICK 1000

* EMACO T430, BASF

* MASTERFLOW 713, BASF

* QUICKRETE FAST SET REPAIR MORTAR (NO. 12410)

* THORITE GENERAL PURPOSE CONCRETE RESTORATION, BASF

* SIKREPAIR 223, SIKA CORPORATION

* THORITE RAPID VERTICA, THORO SYSTEMS

* POWERCRETE POWERTOP GEL PATCH

* SONNEBORN SONOPATCH 200

* EUCO VERTICOAT, EUCLID CHEMIICAL COMPANY

* GRACE ECLIPSE, 2% BY WEIGHT OF CEMENT; 1.5 GALS. PER YD

* SIKA CONTROL 40, 30 FL. OZ. PER 100 LB OF CEMENT

* BASF MASTERLIFE SRA 20, 1.5 GALS. PER YD.

* 1/4 Dia. ZINC PLATED HILTI KWIK-CON II HEX HEAD SCREWS IN 1 -1/4" DEEP

HOLE DRILLED WITH MATCHING DRILL BIT

* 1/4" Dia. CLIMASEAL REDHEAD TAPCON IN 1-1/4" DEEP HOLE DRILLED WITH

MATCHING DRILL BIT

* 1/4" Dia. SIMPSON TITEN HD MINI IN 1-1/4" DEEP HOLE DRILLED WITH

MATCHING DRILL BIT

* SIKA ARMATEC 110

* THORO ACRYL 60

* QUICKRETE BONDING ADHESIVE

* SIKAFLEX - 125 LM. SIKA CORP.

* SONNEBORN NP1, CHEMREX

* SIKA GROUT 212, SIKA CORP

* MASTERFLOW 928, MASTER BUILDERS

* SIKA DUR 31, SIKA CORP

* HILTI HIT-HY 200 HYBRID ADHESIVE

* RED HEAD EPCON A7 ACRYLIC ADHESIVE

* SIMPSON AT ACRYLIC-TIE ADHESIVE

A. CEMENTITIOUS

MATERIAL FOR

HORIZONTAL (TOP)

SHALLOW PATCH

REPAIRS

B. CEMENTITIOUS

MATERIAL FOR

OVERHEAD &

VERTICAL SHALLOW

PATCH REPAIRS

C SHRINKAGE REDUCING

ADMIXTURE

D. STEEL ANCHORS

E. BONDING AGENT

F. JOINT SEALER

G. NON-SHRINK GROUT

H. ADHESIVE TO SET ANY

DOWELS

REHABILITATION OF RESOURCE MANAGEMENT BUILDINGS DRAWING NO.DESIGNED:

CADD:

TECH: REVIEW:

DATE:

SHEET

HAWAI'I VOLCANOES NATIONAL PARK

SUB SHEET NO.

PKG.

NO.

318732

TCI NO. 124/186347

77828G0.05

05/24/2023

SPALL REPAIR SPECIFICATIONS &

DETAILS

5GP

C E

DA B F G

OFFICE

B-53

PARTIALLY ENCLOSED

GREENHOUSE

B-53

ENCLOSED GREENHOUSE

RESOURCE MANAGEMENT

POTTING SHED

B-342

INSECT QUARANTINE

B-338 & B-339

D02

LINE OF

OVERHEAD

CANOPY

ROOF OVERHANG

D01 D02

D02

D04

D10D10

D12

LINE OF GREENHOUSE ROOF ABOVE

D08D08

D03

D03D03

D09

LINE OF ROOF ABOVE

LIN

LINE OF ROOF ABOVE

20' - 0"

0 1

/2"

5 1

/2"

8 1

/2"

22' - 5" 26' - 5" 20' - 0"

2 1

/2"

4 1

/2"

12' - 0" 8' - 4" 21' - 7" 22' - 0" 4' - 7"

EXIST MECH EQUIP

LINE OF AWNING

LINE OF INSECT QUARENTINE ROOF ABOVE

TYP.

D09 TYP.

D08D08

D02

D03 D03

TYP.

D03

D07D07 D12

D04D04

D07

D06

D07

D09

D06

D09 TYP.

D09TYP.

EXIST CONC MOAT AT

PERIMETER OF

BUILDING

D14D14D14

TYP.

D02D02

TYP.

DEMOLITION FLOOR PLAN GENERAL NOTES

1. DIMENSIONING GUIDE: VERIFY DIMENSIONS IN FIELD. ALL DIMENSIONS ARE TAKEN TO/FROM GRID LINE, FACE

OF CONCRETE AND MASONRY, AND FACE OF METAL/WOOD STUD PARTITION UNLESS OTHERWISE NOTED.

CLEAR DIMENSIONS BETWEEN SURFACES WILL BE NOTED WHERE APPLICABLE FROM MATERIAL FINISHES.

ALL DIMENSIONS REFERENCED HEREIN ARE IMPERIAL STANDARDS, UNLESS OTHERWISE NOTED. FOR THE PURPOSE OF THIS PROJECT, ALL DIMENSIONS HEREIN SHALL BE TREATED EQUALLY, WITHOUT ANY

HIERARCHY, AND/OR ORDER OF PRECEDENCE, UNLESS OTHERWISE NOTED

2. REFERENCE ELEVATION: ALL ELEVATIONS NOTED ON THIS PLAN CORRESPOND TO REFERENCE ELEVATION BY FLOOR LEVEL. DEVIATIONS AND VARIANCES IN THIS ELEVATION MAY EXIST, AS INDICATED. UPPER FLOOR ELEVATIONS TO BE NOTED ACCORDINGLY. NOTE: THIS ASSISTS AND ESTABLISHES NOTED VERTICAL

CONTROL AT ALL FLOOR PLANS, REGARDLESS TO FLOOR LEVEL.

3. DEMOLITION NOTES: REFERENCE A0.01 & A0.02 FOR CROSS-REFERENCING TO THE SAME FLOOR PLAN.

4. CONTRACTOR TO CLEAR SPACE OF EXISTING EQUIPMENT AND DEBRIS PRIOR TO WORK.

DEMOLITION FLOOR PLAN LEGEND

BUILDING NO

BUILDING NAME

BUILDING TAG W/ NUMBER & AREA

DEMOLISH

DEMOLITION KEYNOTES

OUTLETS, JUNCTION BOXES AND CONDUIT TO BE REMOVEDOUTLET

REHABILITATION OF RESOURCE MANAGEMENT BUILDINGS DRAWING NO.DESIGNED:

CADD:

TECH: REVIEW:

DATE:

SHEET

HAWAI'I VOLCANOES NATIONAL PARK

SUB SHEET NO.

PKG.

NO.

318732

TCI NO. 124/186347

77828A0.01

05/24/2023

DEMOLITION FLOOR PLANS

6GP

1/8" = 1'-0"A0.01

1 DEMOLITION FLOOR PLAN

D01 REMOVE EXISTING WALL AND BASE CABINETS, COUNTER AND SINK AND PREP FOR

NEW

D02 REMOVE AND REPLACE EXISTING ELECTRICAL CONDUIT, OUTLETS AND JUNCTION

BOXES AND PREP FOR NEW AS REQUIRED (SEE ELEC)

D03 REMOVE EXISTING UNISTRUT SUPPORTING LIGHT FIXTURES AND CONDUITS (SEE

ELEC)

D04 REMOVE EXISTING LIGHT FIXTURE & SUPPORT CONDUIT AS REQUIRED DURING

WORK (SEE ELEC)

D06 CLEAN AND PREP CMU WALL FOR PAINT

D07 EXISTING GREENHOUSE GLAZING AT GABLE ENDS TO BE REMOVED UNDER

SEPARATE CONTRACT BY ABATEMENT CONTRACTOR. GENERAL CONSTRUCTION

CONTRACTOR TO CONFIRM CONDITIONS OF GREENHOUSE FRAME AND MULLIONS &

NOTIFY CONTRACTING OFFICER OF ANY CONCERNS OR ISSUES. G.C. TO PROVIDE

ALL ADDITIONAL PREP AS REQUIRED TO INSTALL NEW GLAZING

D08 EXISTING GREENHOUSE GLAZING TO BE REMOVED UNDER SEPARATE CONTRACT

BY ABATEMENT CONTRACTOR. GENERAL CONSTRUCTION CONTRACTOR TO

CONFIRM CONDITIONS OF GREENHOUSE FRAME AND MULLIONS & NOTIFY

CONTRACTING OFFICER OF ANY CONCERNS OR ISSUES. G.C. TO PROVIDE ALL

ADDITIONAL PREP AS REQUIRED TO INSTALL NEW GLAZING

D09 PREP EXISTING WOOD SIDING FOR PAINT

D12 REMOVE EXISTING CORRUGATED FIBERGLASS PANELS AT GABLE END AND PREP

FOR NEW

D14 DEMO EXISTING WIRE MESH AND PREP FOR NEW

DA B F G

6" / 1'-0" 6" / 1'-0"

3" / 1'-0"3" / 1'-0" 3"

-0

1' -0

6" / 1'-0"

6" / 1'-0" 6" / 1'-0" 4" / 1'-0"

D10

19' - 0" 5' - 0" 43' - 11" 11" 26' - 9"

8 1 /2"

4 1

/2" 3'

- 4

- 9

19' - 8" 25' - 3" 26' - 6"

4 1 /2"

- 8

1/ 2"

2 1 /2"

3" / 1'-0"

6" / 1'-0"

NO DEMO

WORK AT B-53

OFFICE AND

OVERHEAD

CANOPY

EXIST MECH EQUIP

12' - 6"8' - 0"

4 1 /2"

- 2

1/ 2"

D10

1' -0

EXIST CONC MOAT AT

PERIMETER OF

BUILDING

D07D07

D07

D08D08

D13D13

TYP.

DEMOLITION ROOF PLAN GENERAL NOTES

1. DIMENSIONING GUIDE: VERIFY DIMENSIONS IN FIELD. ALL DIMENSIONS ARE TAKEN TO/FROM GRID LINE, FACE

OF CONCRETE AND MASONRY, AND FACE OF METAL/WOOD STUD PARTITION UNLESS OTHERWISE NOTED.

CLEAR DIMENSIONS BETWEEN SURFACES WILL BE NOTED WHERE APPLICABLE FROM MATERIAL FINISHES.

ALL DIMENSIONS REFERENCED HEREIN ARE IMPERIAL STANDARDS, UNLESS OTHERWISE NOTED. FOR THE PURPOSE OF THIS PROJECT, ALL DIMENSIONS HEREIN SHALL BE TREATED EQUALLY, WITHOUT ANY

HIERARCHY, AND/OR ORDER OF PRECEDENCE, UNLESS OTHERWISE NOTED

CONTROL AT ALL FLOOR PLANS, REGARDLESS TO FLOOR LEVEL.

3. DEMOLITION NOTES: REFERENCE A0.01 & A0.02 FOR CROSS-REFERENCING TO THE SAME FLOOR PLAN.

4. CONTRACTOR TO CLEAR SPACE OF EXISTING EQUIPMENT AND DEBRIS PRIOR TO WORK.

DEMOLITION ROOF PLAN LEGEND

BUILDING NO

BUILDING NAME

BUILDING TAG W/ NUMBER & AREA

DEMOLISH

DEMOLITION KEYNOTES

REHABILITATION OF RESOURCE MANAGEMENT BUILDINGS DRAWING NO.DESIGNED:

CADD:

TECH: REVIEW:

DATE:

SHEET

HAWAI'I VOLCANOES NATIONAL PARK

SUB SHEET NO.

PKG.

NO.

318732

TCI NO. 124/186347

77828A0.02

05/24/2023

DEMOLITION ROOF PLANS

7GP

1/8" = 1'-0"A0.02

1 DEMOLITION ROOF PLAN

D07 EXISTING GREENHOUSE GLAZING AT GABLE ENDS TO BE REMOVED UNDER

SEPARATE CONTRACT BY ABATEMENT CONTRACTOR. GENERAL CONSTRUCTION

CONTRACTOR TO CONFIRM CONDITIONS OF GREENHOUSE FRAME AND MULLIONS &

NOTIFY CONTRACTING OFFICER OF ANY CONCERNS OR ISSUES. G.C. TO PROVIDE ALL

ADDITIONAL PREP AS REQUIRED TO INSTALL NEW GLAZING

D08 EXISTING GREENHOUSE GLAZING TO BE REMOVED UNDER SEPARATE CONTRACT BY

ABATEMENT CONTRACTOR. GENERAL CONSTRUCTION CONTRACTOR TO CONFIRM

CONDITIONS OF GREENHOUSE FRAME AND MULLIONS & NOTIFY CONTRACTING

OFFICER OF ANY CONCERNS OR ISSUES. G.C. TO PROVIDE ALL ADDITIONAL PREP AS

REQUIRED TO INSTALL NEW GLAZING

D10 REMOVE EXISTING CORRUGATED FIBERGLASS ROOF PANELS AND WOOD TRUSSES

AND PREP FOR NEW. CONTRACTOR TO SHORE EXISTING STRUCTURE AS REQUIRED

DURING NEW WORK

D13 CLEAN AND PREP CORRUGATED METAL ROOF AS REQUIRED TO RECEIVE NEW ROOF

COATING

OFFICE

B-53

PARTIALLY ENCLOSED

GREENHOUSE

B-53

ENCLOSED GREENHOUSE

RESOURCE MANAGEMENT

POTTING SHED

B-342

A B F G

4 1 /2"

0 1 /2"

0" 4'

- 0

12' - 0" 8' - 0" 44' - 8" 3' - 10" 20' - 0"

ACCESS DRIVE

22' - 6" 26' - 4" 20' - 0"

8 1

/2"

TO ACCESS LOOP

INSECT QUARANTINE

B-338 & B-339

LINE OF

OVERHEAD

CANOPY

ROOF OVERHANG LINE OF GREENHOUSE ROOF ABOVE

LINE OF ROOF ABOVE

LIN

LINE OF INSECT QUARENTINE ROOF ABOVE

EXIST MECH EQUIP

A1.02 1 A1.03

A1.04

LIN

LINE OF

ROOF

ABOVE

LINE OF ROOF ABOVE

LINE OF AWNING

FINISHED FLOOR

ELEVATION

0'- 0" TYP.

EXIST CONC MOAT AT

PERIMETER OF BUILDING

FLOOR PLAN GENERAL NOTES

1. DIMENSIONING GUIDE: VERIFY DIMENSIONS IN FIELD. ALL DIMENSIONS ARE TAKEN TO/FROM GRID LINE, FACE

OF CONCRETE AND MASONRY, AND FACE OF METAL/WOOD STUD PARTITION UNLESS OTHERWISE NOTED.

CLEAR DIMENSIONS BETWEEN SURFACES WILL BE NOTED WHERE APPLICABLE FROM MATERIAL FINISHES. ALL DIMENSIONS REFERENCED HEREIN ARE IMPERIAL STANDARDS, UNLESS OTHERWISE NOTED. FOR THE PURPOSE OF THIS PROJECT, ALL DIMENSIONS HEREIN SHALL BE TREATED EQUALLY, WITHOUT ANY

HIERARCHY, AND/OR ORDER OF PRECEDENCE, UNLESS OTHERWISE NOTED

CONTROL AT ALL FLOOR PLANS, REGARDLESS TO FLOOR LEVEL.

3. CONTRACTOR TO CLEAR SPACE OF EXISTING EQUIPMENT AND DEBRIS PRIOR TO WORK.

4. EXISTING IRRIGATION CONTROL TO REMAIN. PROTECT IRRIGATION SYSTEM / CONTROL WIRING.

FLOOR PLAN LEGEND

BUILDING NO

BUILDING NAME

BUILDING TAG W/ NUMBER & AREA

SPOT ELEVATIONX'- X"

REHABILITATION OF RESOURCE MANAGEMENT BUILDINGS DRAWING NO.DESIGNED:

CADD:

TECH: REVIEW:

DATE:

SHEET

HAWAI'I VOLCANOES NATIONAL PARK

SUB SHEET NO.

PKG.

NO.

318732

TCI NO. 124/186347

77828A1.01

05/24/2023

FLOOR PLAN

8GP

1/8" = 1'-0"A1.01

1 FLOOR PLAN

D A2.01

1A B

A2.01

LINE OF OVER-HEAD

CANOPY

ROOF OVERHANG

LINE OF GREENHOUSE ROOF ABOVE

N02

4' - 1" 4' - 0" 4' - 4" 4' - 0" 9' - 0" 4' - 0" 5' - 8" 4' - 0" 4' - 1"

OFFICE

B-53

PARTIALLY ENCLOSED

GREENHOUSE

B-53

12' - 0" 8' - 0" 44' - 8"

9" 21' - 2" 22' - 0" 9"

- 4

2 1

/2"

- 0

- 1 0"

- 2

- 0

- 2

- 1 0"

- 1

0"4'

- 0

- 2

- 1

- 0

- 9

9' - 2 1/2"

- 0

N03 A1.03

N02

FINISHED FLOOR

ELEVATION

0'- 0" TYP.

A2.01

SIM / OPH

N05N05

N09N09 N09N09N19

UNDER

CABINET

LIGHT

EXIST ELEC BOXES

EXIST CIRCUIT

BREAKER

EXIST

EMERGENCY

SHOWER

FLOOR PLAN GENERAL NOTES

1. DIMENSIONING GUIDE: VERIFY DIMENSIONS IN FIELD. ALL DIMENSIONS ARE TAKEN TO/FROM GRID LINE, FACE

OF CONCRETE AND MASONRY, AND FACE OF METAL/WOOD STUD PARTITION UNLESS OTHERWISE NOTED.

CLEAR DIMENSIONS BETWEEN SURFACES WILL BE NOTED WHERE APPLICABLE FROM MATERIAL FINISHES. ALL DIMENSIONS REFERENCED HERE IN ARE IMPERIAL STANDARDS, UNLESS OTHERWISE NOTED. FOR THE PURPOSE OF THIS PROJECT, ALL DIMENSIONS HEREIN SHALL BE TREATED EQUALLY, WITHOUT ANY

HIERARCHY, AND/OR ORDER OF PRECEDENCE, UNLESS OTHERWISE NOTED

CONTROL AT ALL FLOOR PLANS, REGARDLESS TO FLOOR LEVEL.

3. CONTRACTOR TO CLEAR SPACE OF EXISTING EQUIPMENT AND DEBRIS PRIOR TO WORK.

4. EXISTING IRRIGATION CONTROL TO REMAIN. PROTECT IRRIGATION SYSTEM / CONTROL WIRING.

FLOOR PLAN LEGEND

BUILDING NO

BUILDING NAME

BUILDING TAG W/ NUMBER & AREA

KEY NOTES

KEY PLAN

SPOT ELEVATION

X'- X"

BUILDING ELEVATIONX

XX.XX

OFFICE

B-53 PARTIALLY ENCLOSED

GREENHOUSE

REHABILITATION OF RESOURCE MANAGEMENT BUILDINGS DRAWING NO.DESIGNED:

CADD:

TECH: REVIEW:

DATE:

SHEET

HAWAI'I VOLCANOES NATIONAL PARK

SUB SHEET NO.

PKG.

NO.

318732

TCI NO. 124/186347

77828A1.02

05/24/2023

B-53 OFFICE & PARTIALLY

ENCLOSED GREENHOUSE FLOOR

PLAN 9GP

N02 REPAIR SPALLING, CONTRACTOR TO ASSUME 50 S.F. OF SPALL REPAIR FOR

BIDDING PURPOSES

N03 INSTALL NEW WALL AND BASE CABINETS WITH NEW COUNTER AND SINK.

CONNECT TO EXISTING PLUMBING

N05 REPLACE LIGHTS, CONDUIT, UNISTRUTS, & RUN NEW CIRCUITS BACK TO BREAKER

PANEL

N09 INSTALL NEW TEMPERED GLASS GLAZING AT EXISTING GREENHOUSE GABLE

ENDS. RE-USE EXISTING MULLIONS & BATTENS

N19 CLEAN GUTTER / DOWNSPOUT FROM VEGETATION - EXISTING GUTTER TO REMAIN

1/4" = 1'-0"A1.02

1 B-53 OFFICE & PARTIALLY ENCLOSED GREENHOUSE FLOOR PLAN SCALE: 1/16" = 1'- 0"

KEY PLAN

F G

A2.02

N06

LINE OF ROOF ABOVE

20' - 0"

A3.01

N12

FINISHED FLOOR ELEVATION

0'- 0" TYP.

N20N20

3' - 4" 3' - 4"

N12

TYP.

6 1 /4"

N18

TYP.

N18

TYP.

N13

RESOURCE

MANAGEMENT

POTTING SHED

B-342

NEW

CASEWORK

A1.03

A1.03 4

4' - 4" 12' - 0"

- 6

NEW EPOXY RESIN COUNTER TO MATCH EXISTING

CABINET MOUNTED LIGHT

NEW EPOXY RESIN SINK TO MATCH EXISTING

SINK BASE CABINET TO MATCH EXISTING SIZE AND TYPE

EPOXY RESIN SINK, ACID PROOF

WALL CABINET

EPOXY COUNTERTOP

1' - 0"

2' - 5"

WC24 WC24

BC48 BC24 BC24 BC24 BC24

N08N08N03

- 6

- 0

6" 4"

(1) ADJUSTABLE SHELF IN BASE CABINET

EXISTING FAUCET

TO REMAIN

6" EPOXY BACKSPLASH

(1) ADJUSTABLE SHELF IN WALL CABINET

FLOOR PLAN GENERAL NOTES

1. DIMENSIONING GUIDE: VERIFY DIMENSIONS IN FIELD. ALL DIMENSIONS ARE TAKEN TO/FROM GRID LINE, FACE

OF CONCRETE AND MASONRY, AND FACE OF METAL/WOOD STUD PARTITION, [OR ANY OTHER REFERENCE POINT], UNLESS OTHERWISE NOTED. CLEAR DIMENSIONS BETWEEN SURFACES WILL BE NOTED WHERE APPLICABLE FROM MATERIAL FINISHES. ALL DIMENSIONS REFERENCED HEREIN ARE IMPERIAL STANDARDS, UNLESS OTHERWISE NOTED. FOR THE PURPOSE OF THIS PROJECT, ALL DIMENSIONS HEREIN SHALL BE TREATED EQUALLY, WITHOUT ANY HIERARCHY, AND/OR ORDER OF PRECEDENCE, UNLESS OTHERWISE NOTED

2. REFERENCE ELEVATION: ALL ELEVATIONS NOTED ON THIS PLAN CORRESPOND TO REFERENCE ELEVATION [0’-0”] FOR THIS FLOOR LEVEL. DEVIATIONS AND VARIANCES IN THIS ELEVATION MAY EXIST, AS INDICATED.

UPPER FLOOR ELEVATIONS TO BE NOTED ACCORDINGLY. NOTE: THIS ASSISTS AND ESTABLISHES NOTED

VERTICAL CONTROL AT ALL FLOOR PLANS, REGARDLESS TO FLOOR LEVEL.

3. CONTRACTOR TO CLEAR SPACE OF DEBRIS AND EQUIPMENT PRIOR FOR NEW WORK TO COMMENCE

4. EXISTING IRRIGATION CONTROL TO REMAIN. PROTECT IRRIGATION SYSTEM / CONTROL WIRING.

FLOOR PLAN LEGEND

BUILDING NO

BUILDING NAME

BUILDING TAG W/ NUMBER & AREA

KEY NOTES

KEY PLAN

INTERIOR ELEVATIONBUILDING ELEVATIONX

XX.XX

BUILDING SECTIONX

XX.XX

SPOT ELEVATIONX'- X"

REHABILITATION OF RESOURCE MANAGEMENT BUILDINGS DRAWING NO.DESIGNED:

CADD:

TECH: REVIEW:

DATE:

SHEET

HAWAI'I VOLCANOES NATIONAL PARK

SUB SHEET NO.

PKG.

NO.

318732

TCI NO. 124/186347

77828A1.03

05/24/2023

CASEWORK PLANS & B-342

RESOURCE MANAGEMENT

POTTING SHED FLOOR PLAN 10GP

1/4" = 1'-0"A1.03

1 B-342 RESOURCE MANAGEMENT POTTING SHED FLOOR PLAN

N03 INSTALL NEW WALL AND BASE CABINETS WITH NEW COUNTER AND SINK.

CONNECT TO EXISTING PLUMBING

N06 PREP & PAINT EXISTING WOOD SIDING, PAINT FASCIA & SOFFITS TYP., MATCH

EXISTING PAINT

N08 PREP & PAINT EXISTING WALL LOUVERS AND WINDOW FRAMES, MATCH

EXISTING PAINT. REPLACE DAMAGED WIRE MESH COVERING WINDOWS WHERE

REQUIRED.

N12 INSTALL NEW CORRUGATED FIBERGLASS

N13 INSTALL NEW PRE-ENGINEERED WOOD TRUSSES

N18 INSTALL NEW METAL MESH / SCREEN AROUND BUILDING PERIMETER

N20 NEW LIGHT 1'X4' (SEE ELEC)

KEY PLAN

SCALE: 1/16" = 1'- 0"

1/2" = 1'-0"A1.03

2 CASEWORK PLAN

1/2" = 1'-0"A1.03

4 CASEWORK ELEVATION - EAST

1/2" = 1'-0"A1.03

3 CASEWORK ELEVATION - NORTH

A2.03

F G

A2.03

ENCLOSED GREENHOUSE

INSECT QUARANTINE

B-338 & B-339

LINE OF ROOF ABOVE

LIN

LINE OF INSECT QUARANTINE ROOF ABOVE

LIN

LINE OF

ROOF

ABOVE

LINE OF ROOF ABOVE

4 1 /2"

22' - 6" 26' - 4" 20' - 0"

- 9

1/ 2"

10' - 7"

8' - 10"

8 1 /2"

N06N08

N08N08

N06N06

N08

N06

N06N06

N07

N09N09

FINISHED FLOOR

ELEVATION

0'- 0" TYP.

EXIST MECH EQUIP

EXIST IRRIGATION

CONTROL BOX

A5.01

EXIST CONC MOAT AT

PERIMETER OF BUILDING

TYP.

N08

TYP.

TYP.TYP.TYP.

FLOOR PLAN GENERAL NOTES

1. DIMENSIONING GUIDE: VERIFY DIMENSIONS IN FIELD. ALL DIMENSIONS ARE TAKEN TO/FROM GRID LINE, FACE

OF CONCRETE AND MASONRY, AND FACE OF METAL/WOOD STUD PARTITION UNLESS OTHERWISE NOTED.

CLEAR DIMENSIONS BETWEEN SURFACES WILL BE NOTED WHERE APPLICABLE FROM MATERIAL FINISHES. ALL DIMENSIONS REFERENCED HERE IN ARE IMPERIAL STANDARDS, UNLESS OTHERWISE NOTED. FOR THE PURPOSE OF THIS PROJECT, ALL DIMENSIONS HEREIN SHALL BE TREATED EQUALLY, WITHOUT ANY

HIERARCHY, AND/OR ORDER OF PRECEDENCE, UNLESS OTHERWISE NOTED

CONTROL AT ALL FLOOR PLANS, REGARDLESS TO FLOOR LEVEL.

3. CONTRACTOR TO CLEAR SPACE OF EXISTING EQUIPMENT AND DEBRIS PRIOR TO WORK.

4. EXISTING IRRIGATION CONTROL TO REMAIN. PROTECT IRRIGATION SYSTEM / CONTROL WIRING.

FLOOR PLAN LEGEND

BUILDING NO

BUILDING NAME

BUILDING TAG W/ NUMBER & AREA

KEY NOTES

KEY PLAN

SPOT ELEVATION

X'- X"

BUILDING ELEVATIONX

XX.XX

INSECT

QUARANTINE

B-338 & B-339

ENCLOSED

GREENHOUSE

REHABILITATION OF RESOURCE MANAGEMENT BUILDINGS DRAWING NO.DESIGNED:

CADD:

TECH: REVIEW:

DATE:

SHEET

HAWAI'I VOLCANOES NATIONAL PARK

SUB SHEET NO.

PKG.

NO.

318732

TCI NO. 124/186347

77828A1.04

05/24/2023

B-338 & B-339 INSECT

QUARANTINE & ENCLOSED

GREENHOUSE FLOOR PLAN 11GP

1/4" = 1'-0"A1.04

1 B-338 & B-339 INSECT QUARENTINE & ENCLOSED GREENHOUSE FLOOR PLAN

N06 PREP & PAINT EXISTING WOOD SIDING, PAINT FASCIA & SOFFITS TYP., MATCH

EXISTING PAINT

N07 PREP & PAINT EXISTING DOOR & FRAME, MATCH EXISTING PAINT

N08 PREP & PAINT EXISTING WALL LOUVERS AND WINDOW FRAMES, MATCH EXISTING

PAINT. REPLACE DAMAGED WIRE MESH COVERING WINDOWS WHERE REQUIRED.

N09 INSTALL NEW TEMPERED GLASS GLAZING AT EXISTING GREENHOUSE GABLE

ENDS. RE-USE EXISTING MULLIONS & BATTENS

KEY PLAN

SCALE: 1/16" = 1'- 0"

DA B F G

N10 N11

6" / 1'-0" 6" / 1'-0" 4" / 1'-0"

3" / 1'-0"

6" / 1'-0" 6" / 1'-0" 6" / 1'-0"

3" / 1'-0" 3" / 1'-0" 3"

-0

1' -0

N10

N14

3" / 1'-0"

N15

6" / 1'-0"

19' - 0" 5' - 0"

8 1 /2"

4 1

/2" 3'

- 4

- 9

19' - 8" 25' - 3" 26' - 6"

NO NEW

WORK AT

B-53 OFFICE

ROOF AND

COVERED

WALKWAY

EXIST GUTTER / DOWNSPOUT

TO REMAIN

LIN

2 1 /2"

- 8

1/ 2"

8' - 0"

- 2

1/ 2"

EXIST MECH EQUIP

N15

N09

5" / 1'-0"5" / 1'-0" 2"

-0

EXIST CONC MOAT AT

PERIMETER OF

BUILDING

TYP.

N13

N15N15

4" 4"

ROOF PLAN GENERAL NOTES

1. DIMENSIONING GUIDE: VERIFY DIMENSIONS IN FIELD. ALL DIMENSIONS ARE TAKEN TO/FROM GRID LINE, FACE

OF CONCRETE AND MASONRY, AND FACE OF METAL/WOOD STUD PARTITION UNLESS OTHERWISE NOTED.

HIERARCHY, AND/OR ORDER OF PRECEDENCE, UNLESS OTHERWISE NOTED

CONTROL AT ALL FLOOR PLANS, REGARDLESS TO FLOOR LEVEL.

3. CONTRACTOR TO CLEAR SPACE OF EXISTING EQUIPMENT & DEBRIS PRIOR TO WORK

4. EXISTING IRRIGATION CONTROL TO REMAIN. PROTECT IRRIGATION SYSTEM / CONTROL WIRING..

ROOF PLAN LEGEND

BUILDING NO

BUILDING NAME

BUILDING TAG W/ NUMBER & AREA

KEY NOTES

REHABILITATION OF RESOURCE MANAGEMENT BUILDINGS DRAWING NO.DESIGNED:

CADD:

TECH: REVIEW:

DATE:

SHEET

HAWAI'I VOLCANOES NATIONAL PARK

SUB SHEET NO.

PKG.

NO.

318732

TCI NO. 124/186347

77828A1.05

05/24/2023

ROOF PLAN

12GP

1/8" = 1'-0"A1.05

1 ROOF PLAN

N09 INSTALL NEW TEMPERED GLASS GLAZING AT EXISTING GREENHOUSE GABLE

ENDS. RE-USE EXISTING MULLIONS & BATTENS

N10 INSTALL TEMPERED GLASS IN EXISTING GREENHOUSE FRAMED ROOF

N11 INSTALL NEW CORRUGATED FIBERGLASS ROOF PANELS

N13 INSTALL NEW PRE-ENGINEERED WOOD TRUSSES

N14 REPAIR EXISTING OPERABLE ROOF VENTILATION TO EXTENT POSSIBLE TO MAKE

AS NEW

N15 PREP ROOF & PROVIDE (2) COATS ELASTOMERIC ROOF COATING OVER EXISTING

CORRUGATED METAL ROOF

GRADE

0' - 0"

T.O CMU

8' - 4"

CE D

T.O. GREENHOUSE

14' - 5"

N06

N01

OPEN

COVERED

WALKWAY

B-53

OFFICE

B-53

PARTIALLY ENCLOSED GREENHOUSE

T.O OFFICE ROOF

10' - 1"

OFFICE ROOF

7' - 0"

N01

N09N09

N10N10

N08N08 N08N08

N02

N06

TYP.

GRADE

0' - 0"

T.O CMU

8' - 4"

4 3 2 1

T.O. GREENHOUSE

14' - 5"

N02

N01

N10N10

GRADE

0' - 0"

T.O CMU

8' - 4"

C ED

T.O. GREENHOUSE

14' - 5"

A B

OPEN

T.O OFFICE ROOF

10' - 1"

OFFICE ROOF

7' - 0"

N06N06

N03N03 N08N08N08N08

N10N10

N09N09

N01N01 N02

A5.01

TYP.

GRADE

0' - 0"

3 2 1

T.O OFFICE ROOF

10' - 1"

OFFICE ROOF

7' - 0"

N08 N06N06N06N06N06N06 N07

GRADE

0' - 0"

T.O OFFICE ROOF

10' - 1"

OFFICE ROOF

7' - 0"

N06N06N06N06 N06N06N08 N08

KEY NOTES

1. DIMENSIONING GUIDE: VERIFY DIMENSIONS IN FIELD. ALL DIMENSIONS ARE TAKEN TO/FROM GRID LINE, FACE OF CONCRETE AND MASONRY, AND FACE OF METAL/WOOD STUD PARTITION UNLESS OTHERWISE NOTED. CLEAR DIMENSIONS BETWEEN SURFACES WILL BE NOTED WHERE APPLICABLE FROM MATERIAL FINISHES. ALL DIMENSIONS REFERENCED HEREIN ARE IMPERIAL STANDARDS, UNLESS OTHERWISE NOTED. FOR THE PURPOSE OF THIS PROJECT, ALL DIMENSIONS HEREIN SHALL BE TREATED EQUALLY, WITHOUT ANY HIERARCHY, AND/OR ORDER OF PRECEDENCE, UNLESS

OTHERWISE NOTED

3. CONTRACTOR TO CLEAR SPACE OF EXISTING EQUIPMENT AND DEBRIS PRIOR TO WORK.

4. EXISTING IRRIGATION CONTROL TO REMAIN. PROTECT IRRIGATION SYSTEM / CONTROL WIRING.

GENERAL NOTES KEY PLAN

24 5

OFFICE

B-53

PARTIALLY ENCLOSED

GREENHOUSE

REHABILITATION OF RESOURCE MANAGEMENT BUILDINGS DRAWING NO.DESIGNED:

CADD:

TECH: REVIEW:

DATE:

SHEET

HAWAI'I VOLCANOES NATIONAL PARK

SUB SHEET NO.

PKG.

NO.

318732

TCI NO. 124/186347

77828A2.01

05/24/2023

EXTERIOR ELEVATIONS - B-53

OFFICE & PARTIALLY ENCLOSED

GREENHOUSE 13GP

1/4" = 1'-0"A2.01

1 B-53 OFFICE & PARTIALLY ENCLOSED GREENHOUSE - NORTH ELEVATION

N01 PREP AND PAINT CMU WALLS (BOTH SIDES), MATCH EXISTING PAINT

N02 REPAIR SPALLING, CONTRACTOR TO ASSUME 50 S.F. OF SPALL REPAIR FOR BIDDING PURPOSES N03 INSTALL NEW WALL AND BASE CABINETS WITH NEW COUNTER AND SINK. CONNECT TO EXISTING PLUMBING N06 PREP & PAINT EXISTING WOOD SIDING, PAINT FASCIA & SOFFITS TYP., MATCH EXISTING PAINT

N07 PREP & PAINT EXISTING DOOR & FRAME, MATCH EXISTING PAINT

N08 PREP & PAINT EXISTING WALL LOUVERS AND WINDOW FRAMES, MATCH EXISTING PAINT. REPLACE DAMAGED WIRE MESH

COVERING WINDOWS WHERE REQUIRED.

N09 INSTALL NEW TEMPERED GLASS GLAZING AT EXISTING GREENHOUSE GABLE ENDS. RE-USE EXISTING MULLIONS & BATTENS

N10 INSTALL TEMPERED GLASS IN EXISTING GREENHOUSE FRAMED ROOF

0' 2' 4' 8'

1/4" = 1'-0"A2.01

2 PARTIALLY ENCLOSED GREENHOUSE - EAST ELEVATION

1/4" = 1'-0"A2.01

3 B-53 OFFICE & PARTIALLY ENCLOSED GREENHOUSE - SOUTH ELEVATION

0' 2' 4' 8'

1/4" = 1'-0"A2.01

5 B-53 OFFICE - EAST ELEVATION

1/4" = 1'-0"A2.01

4 B-53 OFFICE - WEST ELEVATION

0' 2' 4' 8'

NTS

N11T.O SHED ROOF

11' - 6"

ROOF BEARING V.I.F

7' - 0"

N16

N11

N17N17

EXIST CONC POLE3' - 4" 3' - 4"

GRADE

0' - 0"

4 3 2 1

T.O SHED ROOF

11' - 6"

ROOF BEARING V.I.F

7' - 0"

N17N17

2' - 0"

N11N16N18N18

GRADE

0' - 0"

N11

T.O SHED ROOF

11' - 6"

ROOF BEARING V.I.F

7' - 0"

N17

2' - 0" N17

N16N16

EXIST CONC POLEN18N18

GRADE

0' - 0"

F G

T.O SHED ROOF

11' - 6"

ROOF BEARING V.I.F

7' - 0"

N11N11

N17N17

N17

N18N18

EXIST CONC POLE

3' - 4" 3' - 4"

N18N18

KEY NOTES

OTHERWISE NOTED

3. CONTRACTOR TO CLEAR SPACE OF EXISTING EQUIPMENT AND DEBRIS PRIOR TO WORK.

4. EXISTING IRRIGATION CONTROL TO REMAIN. PROTECT IRRIGATION SYSTEM / CONTROL WIRING.

GENERAL NOTES KEY PLAN

RESOURCE

MANAGEMENT

POTTING SHED

B-342

REHABILITATION OF RESOURCE MANAGEMENT BUILDINGS DRAWING NO.DESIGNED:

CADD:

TECH: REVIEW:

DATE:

SHEET

HAWAI'I VOLCANOES NATIONAL PARK

SUB SHEET NO.

PKG.

NO.

318732

TCI NO. 124/186347

77828A2.02

05/24/2023

EXTERIOR ELEVATIONS - B-342

RESOURCE MANAGEMENT

POTTING SHED 14GP

1/4" = 1'-0"A2.02

1 B-342 RESOURCE MANAGEMENT POTTING SHED - SOUTH ELEVATION

1/4" = 1'-0"A2.02

2 B-342 RESOURCE MANAGEMENT POTTING SHED - EAST ELEVATION

1/4" = 1'-0"A2.02

4 B-342 RESOURCE MANAGEMENT POTTING SHED - WEST ELEVATION

1/4" = 1'-0"A2.02

3 B-342 RESOURCE MANAGEMENT POTTING SHED - NORTH ELEVATION

N11 INSTALL NEW CORRUGATED FIBERGLASS ROOF PANELS

N16 INSTALL NEW CORRUGATED FIBERGLASS SIDING PANELS

N17 PREP & PAINT EXISTING POTTING SHED STRUCTURE, PAINT FASCIA & SOFFITS TYP., MATCH EXISTING PAINT

N18 INSTALL NEW METAL MESH / SCREEN AROUND BUILDING PERIMETER

0' 2' 4' 8' 0' 2' 4' 8'

0' 2' 4' 8'0' 2' 4' 8'

T.O. GREENHOUSE

14' - 5"

B-338 & B-339

BUGHOUSE INSECT

QUARANTINE

N06

N07

N15

T.O ENTRY ROOF

12' - 2"

N15

N06 N08

N07

N08

N15N15

N06N06

EXIST

MECH

EQUIP

GRADE

0' - 0"

T.O. GREENHOUSE

14' - 5"

N14 N10

N01

ENCLOSED GREENHOUSE

T.O ROOF

17' - 6"

T.O ENTRY ROOF

12' - 2"

N15

N15N15

N09N09

N10

N06N06

EXIST MECH EQUIP

N14

GRADE

0' - 0"

T.O. GREENHOUSE

14' - 5"

T.O ROOF

17' - 6"

T.O ENTRY ROOF

12' - 2"

N15N15 N08N08N08

N07

N06N06

N15 N01N01

N09N09

N10N10N15

N06N06 N06N06

N14

N14 N14

GRADE

0' - 0"

C D

T.O. GREENHOUSE

14' - 5"

F G

TYP.

ENCLOSED GREENHOUSE

B-338 & B-339

BUGHOUSE INSECT

QUARANTINE

N15N10

N14

EXIST MECH EQUIP

T.O ROOF

17' - 6"

T.O ENTRY ROOF

12' - 2"

N10

N09N09

N01N01 N15 N15

N08 N08

N06N06

EXIST SEMI OPAQUE

FIBERGLASS PANELS N08N08

INSECT

QUARANTINE

B-338 & B-339

ENCLOSED

GREENHOUSE

KEY NOTES

OTHERWISE NOTED

3. CONTRACTOR TO CLEAR SPACE OF EXISTING EQUIPMENT AND DEBRIS PRIOR TO WORK.

4. EXISTING IRRIGATION CONTROL TO REMAIN. PROTECT IRRIGATION SYSTEM / CONTROL WIRING.

GENERAL NOTES KEY PLAN

REHABILITATION OF RESOURCE MANAGEMENT BUILDINGS DRAWING NO.DESIGNED:

CADD:

TECH: REVIEW:

DATE:

SHEET

HAWAI'I VOLCANOES NATIONAL PARK

SUB SHEET NO.

PKG.

NO.

318732

TCI NO. 124/186347

77828A2.03

05/24/2023

EXTERIOR ELEVATIONS - B-338 &

B-339 INSECT QUARANTINE &

ENCLOSED GREENHOUSE 15GP

1/4" = 1'-0"A2.03

1 INSECT QUARANTINE HOUSE - EAST ELEVATION

1/4" = 1'-0"A2.03

2 ENCLOSED GREENHOUSE - WEST ELEVATION

0' 2' 4' 8'

N01 PREP AND PAINT CMU WALLS (BOTH SIDES), MATCH EXISTING PAINT

N06 PREP & PAINT EXISTING WOOD SIDING, PAINT FASCIA & SOFFITS TYP., MATCH EXISTING PAINT

N07 PREP & PAINT EXISTING DOOR & FRAME, MATCH EXISTING PAINT

N08 PREP & PAINT EXISTING WALL LOUVERS AND WINDOW FRAMES, MATCH EXISTING PAINT. REPLACE DAMAGED WIRE MESH

COVERING WINDOWS WHERE REQUIRED.

N09 INSTALL NEW TEMPERED GLASS GLAZING AT EXISTING GREENHOUSE GABLE ENDS. RE-USE EXISTING MULLIONS & BATTENS

N10 INSTALL TEMPERED GLASS IN EXISTING GREENHOUSE FRAMED ROOF

N14 REPAIR EXISTING OPERABLE ROOF VENTILATION TO EXTENT POSSIBLE TO…

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