Attachment 2 - Drawings.pdf

PDF 8 MB Posted Jul 21, 2020

Attached to: HETF – Pu’u Wa’awa’a Renovation Project Federal contract opportunity
Solicitation number: 1282FT20R0004
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for renovations at Pu'u Wa'awa'a Hawai'i. Base work includes site upgrades, mechanical and electrical systems, and accessibility and cosmetic renovations to the meeting house and optional renovations to the bunkhouse. Site upgrades comprise parking construction, utility replacements, and accessibility features. Optional work includes a photovoltaic system and further bunkhouse renovations. The solicitation is set aside for small businesses and issues on July 24th, with responses due August 24th to the Department of Agriculture Forest Service. The project value is between $500,000 to $1 million and must be completed within 180 days of notice to proceed. A pre-proposal site visit is scheduled for July 28th with RSVP by July 27th.

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Other files for this federal contract opportunity

Other files attached to HETF – Pu’u Wa’awa’a Renovation Project, newest first.
File	Type	Posted
1282FT20R0004AME0002.pdf	PDF	Aug 21, 2020
Solicitation 1282FT20R0004AME0001.pdf	PDF	Aug 13, 2020
Solicitation 1282FT20R0004.pdf	PDF	Jul 21, 2020
Attachment 3 - Wage Determination.pdf	PDF	Jul 21, 2020
Attachment 1 - Specifications.pdf	PDF	Jul 21, 2020

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United States Department of Agriculture

Forest Service

Pacific Southwest Research Station

Pu’u wa’awa’a Hawai’i

February 2020

Pu’u wa’awa’a Bunkhouse and Meeting House

Remodel

100% Submittal

MAP OF HAWAIIAN ISLANDS

SITE LOCATION

PROJECT LOCATION

DATENO.

REVISION / ISSUE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

TITLE SHEET

CDI

TC MICHAEL

T1.0

Date

Project Manager, Center for Design and Interpretation, R2

Manager, Center for Design and Interpretation, R2

Pacific Southwest Research Station - Station Engineer

I Have Reviewed the Technical Aspects of These Drawings:

Approved By:

PU'U WA'AWA'A

BUNKHOUSE AND

MEETING HOUSE REMODEL

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

PACIFIC SOUTHWEST RESEARCH STATION

BUNKHOUSE AND

MEETING HOUSE

REMODEL

PU'U WA'AWA'A

SCIENCE AND

EDUCATION CENTER

HAWAII EXPERIMENTAL

TROPICAL FOREST

02 / 2020 61

R27

PACIFIC SOUTHWEST

RESEARCH STATION

1. T1.0 TITLE SHEET

2. T1.1 ABBREVIATION SHEET

OVERALL SITE DRAWINGS

3. G1.0 SITE LEGEND AND SURVEY CONTROL

POINTS

4. CD1.1 SITE DEMOLITION PLAN

5. CD1.2 SITE DEMOLITION PHOTOGRAPHS

6. C1.1 SITE PLAN LAYOUT

7. C1.2 ACCESSIBLE PARKING LAYOUTS

8. C2.1 PARKING SECTIONS AND DETAILS

9. C2.2 CONCRETE DETAILS

10. C2.3 ACCESSIBLE CONCRETE ENTRANCE RAMP

11. C3.1 DECK LAYOUT PLAN

12. C3.2 DECK FRAMING PLAN

13. C3.3 DECK DETAILS.

14. UD1.1 UTILITY DEMOLITION PLAN

15. UD1.2 UTILITY DEMOLITION PHOTOGRAPHS

16. UD1.3 UTILITY DEMOLITION PHOTOGRAPHS

17. U1.1 UTILITY SITE PLAN LAYOUT

18. U2.1 WATER LINE PLAN AND PROFILE

19. U2.2 SANITARY SEWER PLAN AND PROFILES

20. U3.1 WATER UTILITY DETAILS

21. U3.2 SANITARY SEWER AND SEPTIC TANK

DETAILS

22. U3.3 SANITARY SEWER MANHOLE DETAIL

23. U3.4 SANITARY SEWER SYSTEM CROSS SECTION

24. U3.5 LEACH FIELD LAYOUT AND SCHEMATIC

25. U3.6 LEACH FIELD CROSS SECTION DETAILS

26. U4.1 POWER DIAGRAM

27. U4.2 POWER PLAN

28. U4.3 FENCE DETAILS

BUILDING A: MEETING HOUSE

29. AA0.1 CODE ANALYSIS AND LIFE SAFETY PLAN

30. AA1.1 EXISTING FLOOR PLAN

31. AA1.2 PHOTOGRAPHS

32. AA1.3 NEW FLOOR PLAN

33. AA1.4 ROOF PLAN AND PORCH

34. AA2.1 EAST AND WEST ELEVATIONS

35. AA2.2 NORTH AND SOUTH ELEVATIONS

36. AA4.1 INTERIOR ELEVATIONS AND SCHEDULES

37. MEA1.0 MECHANICAL/ELECTRICAL DEMOLITION

PLAN

38. MEA1.1 MECHANICAL/ELECTRICAL PHOTOGRAPHS

39. MA0.1 MECHANICAL LEGEND AND SCHEDULE

40. MA0.2 PLUMBING LEGEND, FIXTURE SCHEDULE,

AND ISOMETRICS

41. MA1.0 MECHANICAL PLAN

42. EA0.1 ELECTRICAL LEGEND AND LUMINAIRE

SCHEDULE

43. EA0.2 ELECTRICAL PANEL SCHEDULE

44. EA1.0 POWER PLAN

45. EA1.1 LIGHTING PLAN

BUILDING B: BUNKHOUSE (OPTIONAL) NOTE: SOME

ELECTRICAL SHEETS CONTAIN BASE ITEMS

46. AB0.1 CODE ANALYSIS AND LIFE SAFETY PLAN

47. AB1.1 EXISTING FLOOR PLAN

48. AB1.2 PHOTOGRAPHS

49. AB1.3 NEW FLOOR PLAN

50. AB1.4 ROOF PLAN

51. AB2.1 EAST AND WEST ELEVATIONS

52. AB2.2 NORTH AND SOUTH ELEVATIONS

53. AB4.1 INTERIOR ELEVATIONS AND SCHEDULES

54. MEB1.0 MECHANICAL/ELECTRICAL DEMOLITION

PLAN

55. MEB1.1 MECHANICAL/ELECTRICAL PHOTOGRAPHS

56. MB0.1 MECHANICAL LEGENDS, SCHEDULES AND

ISOMETRICS

57. MB1.0 MECHANICAL PLAN

58. EB0.1 ELECTRICAL LEGEND AND LUMINAIRE

SCHEDULE

59. EB0.2 ELECTRICAL PANEL SCHEDULE

60. EB1.0 POWER PLAN

61. EB1.1 LIGHTING AND FIRE DETECTION PLAN

PROJECT LOCATION

Pu'u Wa'awa'a

Ranch

Pu'uanhulu

LAT: 19°47' 02.53"N

LONG: 155° 50' 51.78"W

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ABC AGGREGATE BASE COURSE

AB ANCHOR BOLT

A/C AIR CONDITIONING

AC ACOUSTICAL

ACT ACOUSTICAL TILE

ADR ACCESS DOOR

AD AREA DRAIN

ADD ADDENDUM

ADH ADHESIVE

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AIP ABANDON IN PLACE

AL ALUMINUM

ALT ALTERNATE

ANOD ANODIZED

AP ACCESS PANEL

APPROX APPROXIMATE (LY)

ARCH ARCHITECT(URAL)

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AWG AMERICAN WIRE GAUGE

AUTO AUTOMATIC

BD BOARD

BATT INSULATION

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK(ING)

BM BEAM

BOL BEGINNING OF LINE

BOT BOTTOM

BR BACKER ROD

BS BOTH SIDES

BSMT BASEMENT

BW BOTH WAYS

CAB CABINET

CAL CALIBER

CB CATCH BASIN

CFM CUBIC FEET/MINUTE

CGR COILING GRILLE

CI CAST IRON

CIPC CAST-IN-PLACE CONCRETE

CJ CONTROL JOINT

CKT CRICKET

CL CENTERLINE

CLG CEILING

CLR CLEAR(ANCE)

CM CENTIMETER(S)

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CTR CENTER

CO CONTRACTING OFFICER

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS OR CONTINUE

COORD COORDINATE

COR CONTRACTING OFFICER REPRESENTATIVE

CP CONTROL POINT

CPT CARPET (ED)

CNTR COUNTER

CW COLD WATER

CWK CASEWORK

CX CONNECTION

CY CUBIC YARD

DBL DOUBLE

DEMO DEMOLISH, DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DISP DISPOSAL

DN DOWN

DR DOOR

DS DOWNSPOUT

DSPR DISPENSER

DTL DETAIL

DWG DRAWING

DW DISHWASHER

SYMBOLS

ANGLE

@ AT

X BY

℄ CENTER LINE

CHANNEL

° DEGREES

Ø DIAMETER

ɸ ELECTRICAL PHASE

' FOOT

FLOWLINE

" INCH

d PENNY

PERPENDICULAR

PITCH, SLOPE

⅊ PROPERTY LINE, PLATE

# POUND

E EASTING

EA EACH

EB EXPANSION BOLT

EC ELECTRICAL COOKTOP

EG EXISTING GRADE

EJ EXPANSION JOINT

EL ELEVATION

ELL ELBOW

ELEV ELEVATION

ENC ENCLOSURE

ENT ENTRANCE

EOP EDGE OF PAVEMENT

EOR EDGE OF ROAD

EP ELECTRICAL PANEL

EOL END OF LINE

EQ EQUAL

EQP EQUIPMENT

ESR ELASTIC SHEET ROOFING

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

FAA FEDERAL AVIATION ADMINISTRATION

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FEC FIRE EXTINGUISHER CABINET

FEX FIRE EXTINGUISHER

FFE FINISHED FLOOR ELEVATION

FG FINISHED GROUND

FH FIRE HYDRANT

FHS FIRE HOSE STATION

FIN FINISH(ED)

FL FLANGE

FLCO FLOOR CLEANOUT

FLG FLASHING

FLR(G) FLOOR(ING)

FND FOUNDATION

FOSF FACE OF STUD

FT FOOT, FEET

FTG FOOTING

GA GAUGE, GAGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACT (OR)

GEN GENERAL

GF GOVERNMENT FURNISHED

GFCI GROUND FAULT CIRCUIT

INTERRUPTER

GL GLASS, GLAZING

GOVT GOVERNMENT

GR GRILLE

GRD GROUND

GS GALVANIZED STEEL

GSM GALVANIZED SHEET METAL

GUM GLASS UNIT MASONRY

GYPBD GYPSUM BOARD

H HIGH

HB HOSE BIBB

HC HOLLOW CORE

HDW HARDWARE

HDPE HIGH DENSITY POLYETHYLENE

HK HOOK(S)

HM HOLLOW METAL

HORZ HORIZONTAL

HP HIGH POINT

HR HOUR

HT HEIGHT

HTR HEATER

HVAC HEATING/VENTILATION/AIR

CONDITIONING

HW HOT WATER

HWH HOT WATER HEATER

HYD HYDRANT

ID INSIDE DIAMETER

IN INCH(ES)

INCL INCLUDE (D), (ING)

INFO INFORMATION

INS INSULATE (D), (ION)

INT INTERIOR

INV INVERT

IPS IRON PIPE SIZE

JAN JANITOR

JT JOINT

LAB LABORATORY

LAM LAMINATE (D)

LAV LAVATORY

LB POUND(S)

LF LINEAL, LINEAR FOOT

LIB LIBRARY

LIN LINEAL

LKR LOCKER

LL LIVE LOAD

MAINT MAINTAIN (ENANCE)

MAS MASONRY

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

MECH MECHANIC (AL)

MEDC MEDICINE CABINET

METL METAL

MFR MANUFACTURE (ER)

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MMB MEMBRANE

MO MASONRY OPENING

MR MOISTURE RESISTANT

MT MOUNT (ED), (ING)

MUTCD MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES

N NORTHING

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPT NATIONAL PIPE THREAD

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O/ OVER

OA OVERALL

OBS OBSCURE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPG OPENING

OPH OPPOSITE HAND

OPS OPERATIONS

ORD OVERFLOW ROOF DRAIN

OZ OUNCE

PAR PARALLEL

PED PEDESTRIAN

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNT PAINT(ED)

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PTN PARTITION

PTR PAPER TOWEL RECEPTOR

PVC POLYVINYL CHLORIDE

PVC POINT OF VERTICAL CURVE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENT

PVMT PAVEMENT

PWD PLYWOOD

QTY QUANTITY

R RESISTANCE, RISER

RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REFERENCE, REFER TO

RECP RECEPTACLE

REINF REINFORCING

REQ REQUIRE (D)

RINS RIGID INSULATION

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RP RADIANT PANEL

S SOUTH

SBLK SPLASH BLOCK

SC SOLID CORE

SCH SCHEDULE

SD STORM DRAIN

SEC SECTION

SF SQUARE FEET

SGT STRUCTURAL GLAZED TILE

SH SHELF, SHELVING

SHT SHEET

SHTHG SHEATHING

SIM SIMILIAR

SIP STRUCTURAL INSULATED

PANEL

SND SANITARY NAPKIN DISPENSER

SNR SANITARY NAPKIN RECEPTOR

SPC SPACER/SHIM

SPEC SPECIFICATION (S)

SQ SQUARE

SSK SERVICE SINK

SS STAINLESS STEEL

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STO STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SWBD SWITCHBOARD

SYM SYMMETRICAL

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TB TEST BORING/TOWEL BAR

TEL TELEPHONE

TEMP TEMPERATURE

THK THICK (NESS)

THR THRESHOLD

THRU THROUGH

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CURB

TOP TOP OF PARAPET

TOS TOP OF SLAB

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TR TRANSOM

TRANSL TRANSLUCENT

TS TUBE STEEL

TV TELEVISION

TWB TREATED WOOD BLOCKING

TX TRANSFORMER

TYP TYPICAL

TZ TERRAZZO

UC UNDERCUT

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

UON UNLESS OTHERWISE NOTED

UR URINAL

VAR VARIABLE (VARIES)

VB VAPOR BARRIER

VC VERTICAL CURVE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

W WIDE OR WIDTH

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WH WALL HYDRANT

WP (G) WATER`PROOF (ING)

WPT WORK POINT

WR WATER RESISTANT

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER CONTROL DEVICE

DATENO.

REVISION / ISSUE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

ABBREVIATION SHEET

CDI

TC MICHAEL

T1.1

BUNKHOUSE AND

MEETING HOUSE

REMODEL

PU'U WA'AWA'A

SCIENCE AND

EDUCATION CENTER

HAWAII EXPERIMENTAL

TROPICAL FOREST

02 / 2020 61

R27

PACIFIC SOUTHWEST

RESEARCH STATION

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PROTECTED AREA

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CP 1

GENERAL SYMBOLS LEGEND

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SCIENCE AND

EDUCATION CENTER

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RESEARCH STATION

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DEPARTMENT OF AGRICULTURE

FOREST SERVICE

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SITE CONTROL POINTS

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SURVEY DATA BASED ON NAD83 COLORADO STATE PLANE

COORDINATE PROJECTION

GENERAL NOTES

1. FIELD VERIFY EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION.

2. COORDINATE WITH CONTRACTING OFFICER (CO) FOR MINOR SHIFTS OF

UTILITY OR PARKING ALIGNMENTS TO AVOID MAJOR VEGETATION OR

INTERFERENCE FROM UNKNOWN SITE CONDITIONS.

CP1 345454.78 1520958.74 2374.22' REBAR WITH ALUM CAP

CP2 345735.12 1521007.36 2372.83' REBAR WITH ALUM CAP

DESCRIPTION

EDGE OF EXISTING ROAD

EXISTING 1 FT. INTERVAL CONTOURS

EXISTING INDEX CONTOURS

PROPERTY LINE

SITE LEGEND

WATER LINEW

DITCH AND FLOW DIRECTION

SANITARY SEWER LINESS

OVERHEAD ELECTRIC LINE

UNDERGROUND TELECOMMUNICATION

GAS LINEGAS

UNDERGROUND ELECTRIC LINEE

INFORMATIONAL SINGLE POST SIGN

2372.33

SURVEYED SPOT ELEVATION

EXISTING UTILITY LINE TO BE ABANDONED IN PLACE

x x POST AND WIRE MESH FENCE

COMPACTED AGGREGATE ROAD SURFACE

EXISTING TREES

SITE UTILITY

NEW WATER LINEW

EXISTING WATER LINEW

NEW VERSES EXISTING UTILITY LINES

ABANDONED UTILITY LINES

W ABANDONED UTILITY LINE

W EXISTING UTILITY LINE TO BE REMOVEDX X XX

EDGE OF PARKING SURFACE

CP3

CONTROL MARKER

SLOPE TO DRAIN

CURB STOP

METERM

SANITARY YARD HYDRANTY

SEWER MANHOLE

SEWER CLEANOUTC.O.

AIR RELEASE VALVEA

GM EXISTING GAS METER

BUNKHOUSE HOUSE

MEETING HOUSE

HAUAINA RESERVOIR

KEY MAP

NO SCALE

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PROTECTED AREA

NO CONSTRUCTION

DATENO.

REVISION / ISSUE

BUNKHOUSE AND

MEETING HOUSE

REMODEL

PU'U WA'AWA'A

SCIENCE AND

EDUCATION CENTER

HAWAII EXPERIMENTAL

TROPICAL FOREST

02 / 2020 61

R27

PACIFIC SOUTHWEST

RESEARCH STATION

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SITE DEMOLITION

PLAN

CDI

X.XX

CD1.1

20 0 20 40

SCALE OF FEET

KEYED NOTES

REMOVE STEPS AT ENTRANCE DOOR INTO BUNKHOUSE.

DISPOSE OF MATERIAL OFFSITE.

REMOVE EXISTING CONCRETE FORMS ON EAST AND

NORTH SIDE OF BUNKHOUSE. DISPOSE OF MATERIAL

OFFSITE.

REMOVE PLANTER, DISPOSE OF MATERIAL OFFSITE.

REMOVE EXISTING TREE AND PALM CLUSTERS, GRIND

STUMPS DOWN 6" BELOW FINISH GRADE.

REMOVE HEXAGON TILE WALKWAY, DISPOSE OF

MATERIAL OFFSITE.

REMOVE TILE SURFACE AROUND BBQ PIT, DISPOSE OF

MATERIAL OFF SITE. PROTECT BBQ PIT AND LAVA

VENEER DURING CONSTRUCTION.

EXISTING FIRE RING AND STONE SITTING WALL,

PROTECT DURING CONSTRUCTION.

EXISTING FENCING TO REMAIN, COORDINATE WITH

CONTRACTING OFFICER IF SECTION REMOVAL IS

NEEDED FOR UTILITY INSTALLATION. SEE UTILITY

SHEETS FOR ADDITIONAL UTILITY DEMOLITION.

EXISTING VEGETATION, TYPICAL. PROTECT DURING

CONSTRUCTION. COORDINATE WITH CONTRACTING

OFFICER PRIOR TO REMOVING ANY LARGE VEGETATION.

EXISTING CONCRETE RETAINING WALL AND LINED POND,

PROTECT DURING CONSTRUCTION. DO NOT PUNCTURE

POND LINER.

GENERAL DEMOLITION NOTES

1. FIELD VERIFY EXISTING SITE CONDITIONS AND

EXISTING UTILITIES PRIOR TO CONSTRUCTION.

EXISTING UNDERGROUND UTILITY ROUTING IS

NOT ACCURATE, THEY ARE SHOWN TO INDICATE

TYPE AND APPROXIMATE LOCATION ONLY.

2. COORDINATE WITH CONTRACTING OFFICER (CO)

FOR MINOR SHIFTS OF UTILITY LINES TO AVOID

MAJOR VEGETATION OR INTERFERENCE FROM

UNKNOWN SITE CONDITIONS. UTILITY LINE

LOCATIONS TO BE STAKED IN THE FIELD AND

APPROVED BY CONTRACTING OFFICER.

3. SEE SHEET UD1.1 FOR UTILITY DEMOLITION

PLAN.

4. CALL 811 [HAWAII ONE CALL] BEFORE YOU DIG.

PH2

CD1.2

EXISTING ROAD SURFACE

KEY

EXISTING SURFACE TO BE DEMO'D

x REMOVE AND DISPOSE OF OFFSITE

HAUAINA RESERVOIR

x x

PH3

CD1.2

PH6

CD1.2

PH1

CD1.2

PH7

CD1.2

PH5

CD1.2 PH4

CD1.2

MEETING

HOUSE

x x x

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DATENO.

REVISION / ISSUE

BUNKHOUSE AND

MEETING HOUSE

REMODEL

PU'U WA'AWA'A

SCIENCE AND

EDUCATION CENTER

HAWAII EXPERIMENTAL

TROPICAL FOREST

02 / 2020 61

R27

PACIFIC SOUTHWEST

RESEARCH STATION

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SITE DEMOLITION

PHOTOGRAPHS

CDI

TC MICHAEL

CD1.2

KEYED NOTES

EXISTING CONCRETE RETAINING WALL AND LINED POND, PROTECT DURING CONSTRUCTION. DO NOT PUNCTURE LINER.

REMOVE WOOD STEPS AT ENTRANCE DOOR INTO BUNKHOUSE.

APPROXIMATE AREA TO BE CLEARED IN PREPARATION FOR PARKING AREAS AND BUNKHOUSE ENTRANCE RAMP.

REMOVE BOTH PLANTERS ON EACH SIDE OF HEXAGON TILED WALK, DISPOSE OF MATERIAL OFF SITE.

REMOVE EXISTING TIKI TORCHES, CAP GAS LINE IF PRESENT, DISPOSE OF MATERIAL OFF SITE.

REMOVE TILE SURFACE AROUND BBQ PIT, PROTECT LAVA VENEER AND PIT DURING CONSTRUCTION.

REMOVE HEXAGON TILE WALKWAY [ APPROX. 300SF ], DISPOSE OF MATERIAL OFF SITE.

REMOVE FENCING AS NEEDED FOR UTILITY INSTALLATION, REPLACE FENCING AFTER CONSTRUCTION WITH SIMILAR

FENCING MATERIALS. COORDINATE WITH CONTRACTING OFFICER.

REMOVE TREE AND PALM CLUSTERS, GRIND STUMPS 6" BELOW FINISH GRADE.

PH1 CONCRETE RETAINING WALL

CD1.1 BUNKHOUSE

PH4 EAST SIDE BBQ PIT AND WALK

CD1.1 MEETING HOUSE

PH3 PLANTER AT SOUTHEAST CORNER

CD1.1 MEETING HOUSE

PH5 PONY WALL AND WIRE MESH FENCE

CD1.1 MEETING HOUSE

PH7 MONEY TREE CLUSTER AT SOUTH SIDE

CD1.1 MEETING HOUSE

PH6 PLANTER AT SOUTHEAST CORNER

CD1.1 MEETING HOUSE

PH2 WEST ENTRANCE DOOR AND STEPS

CD1.1 BUNKHOUSE

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NO CONSTRUCTION

DATENO.

REVISION / ISSUE

BUNKHOUSE AND

MEETING HOUSE

REMODEL

PU'U WA'AWA'A

SCIENCE AND

EDUCATION CENTER

HAWAII EXPERIMENTAL

TROPICAL FOREST

02 / 2020 61

R27

PACIFIC SOUTHWEST

RESEARCH STATION

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SITE PLAN LAYOUT

CDI

TC MICHAEL

C1.1

20 0 20 40

SCALE OF FEET

POST AND WIRE FENCE

AROUND PV ARRAY, SEE

SHEET U4.3 FOR DETAILS

EAST SIDE WOOD DECK

· 12' WIDE x 47' LONG

· 2x6 WOOD DECKING

ACCESSIBLE PARKING STALL

· COMPACTED AGGREGATE PARKING SURFACE

· CONCRETE WHEEL STOP

· NO STRIPING, ONLY SHOWN TO INDICATE 5'

WIDE ACCESSIBLE AISLE REQUIRED

· ACCESSIBLE PARKING ONLY SIGN

EXISTING STEEL

POST AND WIRE

FENCE

NORTH SIDE CANTILEVER WOOD DECK

· 3' WIDE ACCESSIBLE DECK AND OVERLOOK

· 2x6 WOOD DECKING

· WOOD RAILINGS

5'x6' AGGREGATE

LANDING PAD

WEST SIDE ACCESSIBLE CONCRETE RAMP

· 5'x20' LONG CONCRETE RAMP WITH RAILINGS

· MAXIMUM SLOPE ON RAMP IS 8%

· 2"Ø TUBE STEEL RAILINGS

SOUTHEAST CORNER ACCESSIBLE PARKING

· 16' WIDE x 19' LONG ACCESSIBLE PARKING STALLS

· COMPACTED AGGREGATE SURFACE

· (2) CONCRETE WHEEL STOPS

· (2) 'ACCESSIBLE PARKING ONLY' SIGNS

· NO STRIPING, ONLY SHOWN TO INDICATE ACCESSIBLE AISLE

EAST SIDE CONCRETE WALKWAY

· 5' WIDE CONCRETE WALK

BBQ PIT SURFACE REPLACEMENT

· NEW CONCRETE SURFACE

HAUAINA RESERVOIR

MEETING

HOUSE

LEACH FIELD

LOCATIONS

GENERAL NOTES

1. FIELD VERIFY EXISTING SITE CONDITIONS AND ANY EXISTING UTILITIES

PRIOR TO CONSTRUCTION.

2. SEE UTILITY SHEETS FOR DEMOLITION, LAYOUT, AND DETAILS.

3. PROTECT TREES 2" IN DIAMETER AND LARGER. COORDINATE WITH

CONTRACTING OFFICER PRIOR TO TREE REMOVAL DURING CONSTRUCTION.

EXISTING ROAD SURFACE

KEY

EXISTING

GENERATOR

BUILDING

PHOTOVOLTAIC ARRAY

· OPTIONAL ITEM, SEE ELECTRICAL

SHEETS FOR DETAILS

FUTURE LOCATION FOR

10'x12' STORAGE SHED

A C3.1

A C3.1A

C2.1

A C2.3

A C2.1

E C2.2

A U4.2

ENTRANCE PORCH AND STAIRS

· 8' WIDE x 9' LONG WOOD PORCH

· 2x6 WOOD DECKING

· WOOD RAILINGS

A C3.1

PROTECT MONKEY POD TREE,

COORDINATE WITH

CONTRACTING OFFICER PRIOR

TO CONSTRUCTION

AutoCAD SHX Text

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DATE

'-0

" T

11'-0"

2' -6

1' M

11'-0"

2' -6

1' M

5'-0"ACCESSAISLE

'-0

27'-0"

5'- 0"

4'-6"

R 5'-0"

6'-8"

2'-6"

DATENO.

REVISION / ISSUE

BUNKHOUSE AND

MEETING HOUSE

REMODEL

PU'U WA'AWA'A

SCIENCE AND

EDUCATION CENTER

HAWAII EXPERIMENTAL

TROPICAL FOREST

02 / 2020 61

R27

PACIFIC SOUTHWEST

RESEARCH STATION

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

ACCESSIBLE PARKING

LAYOUTS

J.KEHM

TC MICHAEL

C1.2

KEY NOTES

MATCH AGGREGATE PARKING FINISH GRADE ELEVATION WITH NEW

CONCRETE WALKWAY, NO LIP.

TIE PARKING FINISH GRADE INTO EXISTING ROADWAY, MATCH

ELEVATION.

AGGREGATE PARKING SURFACE, 6" THICK COMPACTED AGGREGATE.

6' LONG CONCRETE WHEEL STOP, CENTER IN PARKING STALL AND

DISTANCE FROM BACK OF STALL AS NOTED ON PLAN.

NEW ACCESSIBLE RAMP INTO BUNKHOUSE, SEE CIVIL SHEETS FOR

DETAILS.

4" THICK COMPACTED AGGREGATE LANDING, MEET ACCESSIBILITY

REQUIREMENTS.

INSTALL ACCESSIBLE PARKING SIGN, SEE DETAIL A, SHEET C2.1.

ONLY ONE ACCESSIBLE PARKING SIGN REQUIRES ADDITIONAL 'VAN

ACCESSIBLE' PARKING SIGN (R-78A).

5 0 5 10

SCALE OF FEET

BUNKHOUSE

. I

Y D

MEETING HOUSE

SLOPE 2% MAX. IN

ANY DIRECTION

NEW CONCRETE

WALKWAY

AROUND BBQ PIT

MEETING HOUSE

BUNKHOUSE

. I

Y D

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HAUAINA RESERVOIR

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BBQ PIT

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DRAINAGE SWALE, SEE SHEET C2.3

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EXISTING MONKEY POD TREE

#5 REBAR 2'-0" LONG,

TAPER END TYP.

6' LONG CONCRETE

WHEELSTOP

11'-0"

PARKING SPACE

5'-0"

ACCESSIBLE AISLE

SLOPE 2% MAX.

TO LOWER

GRADE

AGGREGATE SURFACE TO

MEET ABA ACCESSIBILITY

REQUIREMENTS, TYP.

COMPACTED

SUBGRADE, TYP.

CONCRETE

ACCESSIBLE

AISLE, SEE DETAIL

A, SHEET C2.2

2'-6"

TYP.

11'-0"

PARKING SPACE

SLOPE 2% MAX.

TO LOWER

GRADE

1'-6" 3'-0" 1'-6"

END OF PARKING

STALL

CAST 1" DIA. HOLES

THROUGH WHEEL

STOP AS SHOWN (2

EACH)

INSTALL WHEELSTOP

AS SHOWN IN DETAIL

A, THIS SHEET SE

PARKING STALL

2' -6

STEEL PINS FLUSH WITH

TOP OF CONCRETE

6' LONG CONCRETE

WHEELSTOP WITH

CHAMFERED TOP

COMPACTED

SUBGRADE

6" COMPACTED

AGGREGATE

SURFACE

4" REBAR OR STEEL ROD,

TAPERED END, TYP.

1'-6" 1'-6"

4' -0

2'-0"Ø

4' -0

6" 1'

-0

3' -6

6" DEPTH CLASS 6

CRUSHED

AGGREGATE BASE

2'-0"

1'-0"

2' -0

" 1' -0

MOUND CONCRETE

6" DIA, 14" THICK PIPE

FILLED WITH

CONCRETE

(1) COAT OF PRIMER

(2) COATS OF HIGH

VISIBILITY YELLOW ENAMEL

SLOPE CONCRETE TO DRAIN

(2) TYPE 2 OBJECT MARKER 6"X12"

YELLOW REFLECTORIZE ON EACH

BOLLARD FACE OBJECT MARKERS

TOWARDS VEHICLE TRAVEL

(2) #4 REBAR AROUND

PIPE, WITH 12" OVERLAP

(2) #4 REBAR AROUND

PIPE, WITH 12" OVERLAP

SHEET

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

BUNKHOUSE AND

MEETING HOUSE

REMODEL

PU'U WA'AWA'A

SCIENCE AND

EDUCATION CENTER

HAWAII EXPERIMENTAL

TROPICAL FOREST

02 / 2020 61

R27

PACIFIC SOUTHWEST

RESEARCH STATION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

PARKING SECTIONS

AND DETAILS

CDI

TC MICHAEL

C2.1

ACCESSIBLE PARKING SECTION

NO SCALEC1.2

NOTE

DETAIL INDICATES TYPICAL WIDTH OF PARKING STALLS.

LENGTH OF PARKING STALL BE AS FOLLOWS:

BUNKHOUSE = 21 FEET

MEETING HOUSE = 19 FEET - (2) SPACES

(SECOND PARKING STALL IS MIRROR IMAGE OF DETAIL 'A')

VAN ACCESSIBLE PARKING SIGN DETAIL

NO SCALE

C C1.2

R7-8, 12"x18" SIGN

COMPACTED SUBGRADE

FINISH GRADE

(2) 12" DIA. STAINLESS

STEEL CARRIAGE BOLT

WITH VANDAL PROOF

NUT AND WASHER, TYP.

4"x4" PRESSURE TREATED ROUGH

SAWN DOUGLAS FIR POST,

INSTALLED 2'-0" FROM BACK EDGE

OF PARKING STALL (TYP)

2' -0

-0 " C

R-78A, 12"x6" VAN ACCESSIBLE SIGN, SECOND PARKING AREA AT MEETING

HOUSE DOES NOT REQUIRE THIS VAN

ACCESSIBLE SIGN ON SECOND ADA SIGN

ELEVATION VIEW

6' CONCRETE WHEELSTOP INSTALLATION DETAIL

PLAN VIEW

C1.2 NO SCALE

METAL BOLLARD DETAIL

NO SCALEU4.2

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PARKING

VAN ACCESSIBLE

SLOPE 2% MAX. TOWARD LOWER GRADE

4" THICK CONCRETE WALKWAY,

LIGHT BROOM FINISH

COMPACTED

SUBGRADE, TYP.

6" COMPACTED

AGGREGATE BASE

5'-0" WALK

WELDED WIRE MESH

REINFORCEMENT

2" MIN.

TYP.PARKING AREA,

SEE DETAIL B,

ON SHEET C1.2

8" 4"

THICKENED EDGE ON

SIDES ADJACENT TO

PARKING STALLS ONLY

#4 REBAR AT

TOE

PARKING AREA,

SEE DETAIL B,

ON SHEET C1.2

1/2" PRE-MOLDED JOINT MATERIAL,

FULL DEPTH OF SLAB

CONCRETE

SURFACE

4" R

4 CONCRETE THICKNESS

CONCRETE

THICKNESS

CONCRETE SURFACE

SLOPE 2% MAX. TOWARD LOWER GRADE

4" THICK CONCRETE WALKWAY,

LIGHT BROOM FINISH

COMPACTED

SUBGRADE, TYP.

6" COMPACTED

AGGREGATE BASE

3'-0" WALKWAY

WELDED WIRE MESH

REINFORCEMENT

2" MIN.

TYP.

EXISTING BBQ PIT

CONCRETE GROUT EDGE

FINISH GRADE:

· WEST SIDE OF BBQ PIT IS

NATURAL GROUND

· EAST SIDE OF BBQ PIT TIE

INTO NEW SIDEWALK AS

SHOWN ON PLAN

46'-10"

20'-7"

3'-0"

MIN.

3'-0"

MIN.

3'-0"

MIN.

5'-0"

TYP.

5'-0"

TYP.

16'-5"

O M

ILD

C O

R N

3'-0" M

EXISTING BBQ PIT

MEETING HOUSE

E O

F G

THICKENED EDGE IN THIS SECTION

SEE DETAIL A, THIS SHEET

12'-8"

12'-4" 3'-11"

THICKENED EDGE IN THIS SECTION

SHEET

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

BUNKHOUSE AND

MEETING HOUSE

REMODEL

PU'U WA'AWA'A

SCIENCE AND

EDUCATION CENTER

HAWAII EXPERIMENTAL

TROPICAL FOREST

02 / 2020 61

R27

PACIFIC SOUTHWEST

RESEARCH STATION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

CONCRETE DETAILS

J.KEHM

TC MICHAEL

C2.2

CONCRETE SIDEWALK SECTION AT MEETING HOUSE

NO SCALEC1.1

CONTROL JOINT DETAIL

NO SCALE

ISOLATION JOINT DETAIL

NO SCALE

CONCRETE JOINT NOTES

1. CONTROL JOINTS ON SIDEWALK AT 5

FEET O.C, MINIMUM OR EVENLY

SPACED AS SHOWN ON PLAN

C1.1 C

C1.1 D

GENERAL CONCRETE NOTES

ALL CONCRETE FLATWORK TO BE AIR ENTRAINED

FIBERMESH CONCRETE WITH REINFORCEMENT STEEL

OR WELDED WIRE REINFORCEMENT AS NOTED ON

DETAILS.

CONCRETE WALK AROUND BBQ PIT CROSS-SECTION

NO SCALEC1.1

CONCRETE WALK PLAN AT MEETING HOUSE

C1.1 E

CONTROL JOINT, TYP.

SEE DETAIL THIS SHEET

CONCRETE WALK, SEE

ARCHITECTURAL SHEETS

FOR COLOR AND FINISH

EXISTING PONY WALL TO BE

REMOVED, REFER TO

ARCHITECTURAL SHEETS

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4'-4" O.C.

3' -2

1'-9" 4'-4" O.C. 1'-6"

4'-4" O.C. 4'-4" O.C.

2" TUBE STEEL

RAILING, TYP.

3"R, TYP.

CORE INTO SET CONCRETE

WITH A 212"Ø HOLE, 6" DEEP

AND GROUT POSTS, TYP. ALL

POSTS

2" METAL TUBULAR

RAILING

5'-0" 4"

TYP.

6" M

6" TY

3" DEEP 34" MINUS

COBBLE STONE,

SLOPE AWAY

FROM BUILDING1% CROSS SLOPE

FIBERMESH REINFORCED

CONCRETE RAMP, 4" THICK

WITH THICKENED EDGES,

LIGHT BROOM FINISH

6" CLASS 6 CRUSHED

AGGREGATE BASE

(95% COMPACTION)95%

COMPACTED

SUB-GRADE,

TYP.

#4 REBAR, TYP. SEE

GENERAL NOTE #5

NOTES

1. ISOLATION JOINTS SHALL BE WHERE FLUSH SIDEWALK SECTIONS ABUT

EXISTING CONCRETE WALKS AND PATIO AREAS. SEE DETAIL C, SHEET

C2.2.

2. CONSTRUCTION CONTROL JOINTS SHALL BE AT 5'-0" O.C.. SEE DETAIL D,

SHEET C2.2.

3. MAXIMUM CROSS SLOPE (INSLOPE) SHALL BE 1%.

6" DEEP

DRAINGE

SWALE

SHEET

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

BUNKHOUSE AND

MEETING HOUSE

REMODEL

PU'U WA'AWA'A

SCIENCE AND

EDUCATION CENTER

HAWAII EXPERIMENTAL

TROPICAL FOREST

02 / 2020 61

R27

PACIFIC SOUTHWEST

RESEARCH STATION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

ACCESSIBLE

CONCRETE

ENTRANCE RAMP

J.KEHM

TC MICHAEL

C2.3

GENERAL CONCRETE NOTES

1. ALL CONCRETE FLATWORK TO BE AIR ENTRAINED

FIBERMESH CONCRETE WITH REINFORCEMENT STEEL AS

NOTED ON DETAILS.

2. CONCRETE RAMP NOT TO EXCEED 8% SLOPE.

3. LEAVE 18" AIR GAP BETWEEN NEW CONCRETE RAMP AND

NEW WOOD DECKING.

4. FINISH LOWER AND UPPER ELEVATIONS OF ENTRANCE

RAMP TO MEET FINISH GRADE OF AGGREGATE LANDING

AREA AND ELEVATION OF NEW WOOD DECK.

5. FOR ENTRANCE RAMP SLAB, REINFORCEMENT TO BE #4

REBAR PLACED AT MID DEPTH, 2" AWAY FROM CONCRETE

EDGES, 18" O.C. EACH WAY. FOR THICKENED EDGES, #4

REBAR IN 'L' SHAPE AS SHOWN IN DETAIL WITH 12"

OVERLAP, SPACE 18" O.C. ALONG ENTIRE LENGTH OF

RAMP.

ENTRANCE RAMP CROSS SECTION

NO SCALE

B C2.3

RAMP ELEVATION - WEST SIDE OF BUNKHOUSE

NO SCALE

A C1.1

ENTRANCE RAMP PLAN VIEW

NO SCALE

C C2.3

EXISTING BUNKHOUSE BUILDING

B C2.3

ACCESSIBLE CONCRETE

RAMP WITH THICKENED

EDGES

TUBE STEEL

HANDRAILS, TYP

BOTH SIDES

NEW WOOD DECK

AGGREGATE

LANDING AREA

NEW WOOD DECK

20'-0"

LEAVE 18" AIR GAP

BETWEEN RAMP

AND DECKING

SHALLOW DRAINAGE

SWALE, SLOPE AWAY

FROM BUILDING

AutoCAD SHX Text 2/6/20 12:37 JKEHM C:\USERS\JKEHM\BOX\CDI\OTHER\RESEARCH STA\PSWRS\HILO\2018_PUWAWA_BH_AND_MTGHOUSE_REMOD\DWGS\CIVIL\C2-1_C3-3_SITE-DETS.DWG; 12:37 JKEHM C:\USERS\JKEHM\BOX\CDI\OTHER\RESEARCH STA\PSWRS\HILO\2018_PUWAWA_BH_AND_MTGHOUSE_REMOD\DWGS\CIVIL\C2-1_C3-3_SITE-DETS.DWG;12:37 JKEHM C:\USERS\JKEHM\BOX\CDI\OTHER\RESEARCH STA\PSWRS\HILO\2018_PUWAWA_BH_AND_MTGHOUSE_REMOD\DWGS\CIVIL\C2-1_C3-3_SITE-DETS.DWG; JKEHM C:\USERS\JKEHM\BOX\CDI\OTHER\RESEARCH STA\PSWRS\HILO\2018_PUWAWA_BH_AND_MTGHOUSE_REMOD\DWGS\CIVIL\C2-1_C3-3_SITE-DETS.DWG;JKEHM C:\USERS\JKEHM\BOX\CDI\OTHER\RESEARCH STA\PSWRS\HILO\2018_PUWAWA_BH_AND_MTGHOUSE_REMOD\DWGS\CIVIL\C2-1_C3-3_SITE-DETS.DWG; C:\USERS\JKEHM\BOX\CDI\OTHER\RESEARCH STA\PSWRS\HILO\2018_PUWAWA_BH_AND_MTGHOUSE_REMOD\DWGS\CIVIL\C2-1_C3-3_SITE-DETS.DWG;C:\USERS\JKEHM\BOX\CDI\OTHER\RESEARCH STA\PSWRS\HILO\2018_PUWAWA_BH_AND_MTGHOUSE_REMOD\DWGS\CIVIL\C2-1_C3-3_SITE-DETS.DWG;;

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AGGREGATE

LANDING

ACCESSIBLE CONCRETE

RAMP, SEE SHEET C2.3

FOR DETAILS

WOOD

CANTILEVER

DECK

WOOD

STAND-ALONE

EAST DECK

WOOD

STAND-ALONE

PORCH AND

STAIRS

CONCRETE

FOOTER, TYP.

3' -2

" M

4" MAX.

2" GAP IF NEXT

TO BUILDING

2x6 WOOD TOP RAIL, SECURE WITH DECK

SCREWS

2x10 WOOD

BEAM, TYP.

4x4 WOOD

POST, TYP.

(2) 4x4 WOOD RAIL, TYP. SECURE

TO POSTS WITH BLACK POWDER

COATED ANGLE BRACKETS

2x6 WOOD DECKING WITH 14" GAP 1"

2" STEEL ROD,

POWERED COATED

BLACK, 4" O.C.

SPACING, EMBED

INTO TOP AND

BOTTOM 4x4 RAILS

2" DEEP

WIDTH VARIES

SHEET

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

BUNKHOUSE AND

MEETING HOUSE

REMODEL

PU'U WA'AWA'A

SCIENCE AND

EDUCATION CENTER

HAWAII EXPERIMENTAL

TROPICAL FOREST

02 / 2020 61

R27

PACIFIC SOUTHWEST

RESEARCH STATION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DECK

LAYOUT PLAN

J.KEHM

G.CHAVARRIA

C3.1

GENERAL DECKING NOTES

1. ALL DECKING TO BE 2x6 WOOD WITH 14" GAP BETWEEN PLANKS.

2. ALL POSTS TO BE 4x4 SET INTO 12" DIAMETER HOLE, 18" DEEP, SIDES FILLED WITH

CONCRETE, 3" CONCRETE ON BOTTOM OF THE HOLE UNDER THE POST.

3. DECKING ORIENTATION TO BE INSTALLED AS SHOWN ON PLAN.

4. RAMP IS CONCRETE, NOT ATTACHED TO PORCH. PROVIDE 18" AIR GAP BETWEEN

TOP OF RAMP AND WOODEN PORCH.

5. 1

2" STEEL ROD, BLACK, WOOD CAP, WOOD POST RAILING. 4X4 POSTS TO BE

DRILLED EVERY 4" TO SEND RODS THROUGH AND BOLT TO POSTS FOR

HORIZONTAL RAILS. TOP MOUNT, POWDER COAT BLACK.

6. SAND FINAL DECKING AND HANDRAILS SMOOTH FINISH. SEE SPECIFICATIONS.

HAUAINA

RESERVOIR

BUNKHOUSE

F.F.E.= 2374.8

ACCESSIBLE RAMP AND WOOD DECK PLAN

WOOD AND STEEL ROD RAILING DETAIL

NO SCALE

B C3.1

SLIDING DOOR

DOOR

KEY NOTES

2x6 WOOD DECKING WITH 14" GAP BETWEEN. NAIL SECURELY TO JOISTS

AND BEAMS WITH DECK SCREWS. MAXIMUM OVERHANG ON EDGES IS 1.5".

2x6 WOOD DECKING WITH 14" GAP BETWEEN. ORIENTED PERPENDICULAR

TO TYPICAL WOOD DECKING TO CREATE DESIGN PATTERN. AS SHOWN ON

PLAN.

WOOD STAIRS WITH 2x6 TREAD DECKING. ATTACH DECKING TO STAIR

STRINGERS WITH DECK SCREWS. SUPPORT STAIR STRINGERS WITH 8"Ø

CONCRETE FOOTER, TYP.

WOOD RAIL AND AND STEEL POST RAILING MOUNTED BETWEEN WOOD

POSTS. SEE DETAIL THIS SHEET FOR TYPICAL APPLICATION BETWEEN

POSTS.

TYP.1

TYP.2

TYP.1

SCALE OF FEET

A C3.1

AutoCAD SHX Text 2/10/20 10:01 JKEHM C:\USERS\JKEHM\BOX\CDI\OTHER\RESEARCH STA\PSWRS\HILO\2018_PUWAWA_BH_AND_MTGHOUSE_REMOD\DWGS\CIVIL\C2-1_C3-3_SITE-DETS.DWG; 10:01 JKEHM C:\USERS\JKEHM\BOX\CDI\OTHER\RESEARCH STA\PSWRS\HILO\2018_PUWAWA_BH_AND_MTGHOUSE_REMOD\DWGS\CIVIL\C2-1_C3-3_SITE-DETS.DWG;10:01 JKEHM C:\USERS\JKEHM\BOX\CDI\OTHER\RESEARCH STA\PSWRS\HILO\2018_PUWAWA_BH_AND_MTGHOUSE_REMOD\DWGS\CIVIL\C2-1_C3-3_SITE-DETS.DWG; JKEHM C:\USERS\JKEHM\BOX\CDI\OTHER\RESEARCH STA\PSWRS\HILO\2018_PUWAWA_BH_AND_MTGHOUSE_REMOD\DWGS\CIVIL\C2-1_C3-3_SITE-DETS.DWG;JKEHM C:\USERS\JKEHM\BOX\CDI\OTHER\RESEARCH STA\PSWRS\HILO\2018_PUWAWA_BH_AND_MTGHOUSE_REMOD\DWGS\CIVIL\C2-1_C3-3_SITE-DETS.DWG; C:\USERS\JKEHM\BOX\CDI\OTHER\RESEARCH STA\PSWRS\HILO\2018_PUWAWA_BH_AND_MTGHOUSE_REMOD\DWGS\CIVIL\C2-1_C3-3_SITE-DETS.DWG;C:\USERS\JKEHM\BOX\CDI\OTHER\RESEARCH STA\PSWRS\HILO\2018_PUWAWA_BH_AND_MTGHOUSE_REMOD\DWGS\CIVIL\C2-1_C3-3_SITE-DETS.DWG;;

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'-9

11'-8"

14'-0"

14'-2"

8'-10"

2'-0"

8'- 0"

3'- 9"

'-0

'-8

" T

3'-6"

AGGREGATE

LANDING

ACCESSIBLE CONCRETE

RAMP, SEE SHEET C2.3

FOR DETAILS

WOOD

CANTILEVER

DECK

WOOD

STAND-ALONE

EAST DECK

WOOD

STAND-ALONE

PORCH AND

STAIRS

1'- 2"

5'-

6'-

CONCRETE

FOOTER, TYP.

SHEET

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

BUNKHOUSE AND

MEETING HOUSE

REMODEL

PU'U WA'AWA'A

SCIENCE AND

EDUCATION CENTER

HAWAII EXPERIMENTAL

TROPICAL FOREST

02 / 2020 61

R27

PACIFIC SOUTHWEST

RESEARCH STATION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DECK

FRAMING PLAN

J.KEHM

G.CHAVARRIA

C3.2

GENERAL NOTES

1. ALL LUMBER SHALL BE BORATE PRESSURE TREATED WOOD TO MEET HAWAII

ENVIRONMENTAL STANDARDS.

2. LEAVE A 21

2" GAP BETWEEN DECK BEAM AND EXISTING BUNKHOUSE BUILDING ,TO

PROVIDE SPACE FOR CONNECTING DECKING ELEMENTS TOGETHER. DO NOT

ATTACH DECKING TO EXISTING BUILDING.

3. ALL BEAMS AND JOISTS TO BE BORATE PRESSURE TREATED 2x10 WOOD.

4. ALL 4x4 DECK SUPPORT POSTS ARE SET INTO CONCRETE FOOTERS, SEE SHEET C3.3

FOR DETAILS.

5. FOUR (4) THRU BOLTS IN SQUARE PATTERN WITH WASHER AND NUT AT EACH LOAD

BEARING CONNECTION.

6. MAXIMUM SPAN BETWEEN POSTS IS 12 FEET.

7. ATTACH ALL JOISTS TO BEAMS WITH GALVANIZED JOIST HANGERS.

8. PORCH SHOULD HAVE SPAN OF 16" O.C. FOR JOISTS.

9. STAIR STRINGERS TO REST ON 8" DIAMETER SONATUBES 12" IN LENGTH.

HAUAINA

RESERVOIR

BUNKHOUSE

F.F.E.= 2374.8'±

SCALE OF FEET

KEY NOTES

(2) 2x10 BORATE TREATED WOOD BEAMS CONNECTED TOGETHER.

DECK RAILING, SEE SHEET C3.1 FOR DETAILS.

2x10 BORATE TREATED WOOD JOISTS, 16" O.C. SPACING. CONNECT TO

BEAMS WITH GALVANIZED JOIST HANGER, TYP.

2x10 SUPPORT BRACING, NAIL TO JOISTS, TYP.

FRAMING TO SUPPORT (2) DECKING BOARDS TO BE INSTALLED

PERPENDICULAR TO DECKING TO CREATE A DESIGN PATTERN.

FRAMING CONSIST OF 2x10 JOISTS TO BE SPACED 1'-0" O.C. APART WITH 2x10 SUPPORT BRACES SPACED EVERY 16" O.C. TYP. NAIL BRACES TO

JOISTS.

2x12 BORATE PRESSURE TREATED STAIR STRINGERS, TYP. EVENLY

SPACE BUT DO NOT EXCEED 2'-0" O.C. ATTACH TO BEAMS WITH JOIST

HANGER AND SUPPORT EACH STRINGER OVER 8"Ø x 12" DEEP FOOTER.

4x4 BORATE TREATED WOOD POST, TYP. POST DOES NOT EXTEND

ABOVE DECKING.

4x4 BORATE TREATED WOOD POST. POST EXTENDS 3'-2" MAX. ABOVE

DECKING TO PROVIDE RAILING SUPPORT.

4x4 BORATE TREATED WOOD POST FOR RAILING ONLY, NO DECK

SUPPORT. BOLT TO WOOD BEAM AND ADJACENT JOIST SECURELY.

6x6 BORATE TREATED WOOD POST FOR RAILING ONLY, NO DECK

SUPPORT. BOLT TO WOOD BEAM SECURELY.

4x4 BORATE PRESSURE TREATED WOOD POST. MOUNT ON TOP OF

EXISTING CONCRETE STRUCTURE. SEE DETAIL C, SHEET C3.3.

EXISTING

CONCRETE

STRUCTURE

3TYP.

2 TYP.

1TYP.

5TYP.

1 TYP.

1TYP.

1 TYP.

3 TYP.

4 TYP.

6 TYP.

DOOR

7 TYP.

7TYP.

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1' -0

8"Ø

61 2"

11"

TYP

61 2" T

.…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 21, 2020.