Drawings.pdf

PDF 1 MB Posted Mar 8, 2019

Attached to: Lihue Airport Modifications Federal contract opportunity
Solicitation number: 12639519R0009
Issued by: Department of Agriculture Animal and Plant Health Inspection Service Headquarters

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Attachment 2, Drawings

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Other files attached to Lihue Airport Modifications, newest first.
File	Type	Posted
Amendment_0001,_12639519R0009.pdf	PDF	Mar 26, 2019
Specifications.pdf	PDF	Mar 8, 2019
12639519R0009.pdf	PDF	Mar 8, 2019
General_Decision_Number_HI1.pdf	PDF	Mar 8, 2019

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REV DATE DESCRIPTION

PROJ. NO.

SHEET OF

COFFMAN ENGINEERS INC.

LIHUE AIRPORT

MODIFICATIONS

USDA APHIS PPQ

LIHUE AIRPORT

3901 MOKULELE

LOOP BLDG. 135,

UNIT 102B

181603

SHEET TITLE:

SHEET NO:

1 2 3 4 5

2 3 4 5

LASTING creativity | results | relationships coffman.com fax 808.687.8883 ph 808.687.8884

Honolulu, Hawaii 96813

851 Fort Street, Suite 300

CONTRACT NO. AG-6395-C-16-0116

DRAWN

CHECKED

DATE 11/09/18

ISSUED FOR CONSTRUCTION

12/07/2018

USDA, APHIS, PPQ - LIHUE AIRPORT MODIFICATIONS

3901 MOKULELE LOOP BUILDING 135, UNIT 102B

PROJECT LOCATION

WPL

T001

TITLE, VICINITY

MAP, LOCATION

MAP, INDEX OF

DRAWINGS

VICINITY MAP

LOCATION MAP INDEX OF DRAWINGS

PLANS FOR

LIHUE AIRPORT

LIHUE, KAUAI, HAWAII

PROJECT LOCATION

12639519R0009 Attachment 2

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WATER

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BOUNDARY

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AIRPORT

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RUNWAY 17-35

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TAXIWAY "B"

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WINDSOCK

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PRIMARY SURFACE

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CLEAR ZONE

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SERVICE ROAD

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HIGHWAY

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HALAU STREET

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AHUKINI ROAD

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CANE HAUL ROAD

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KAPULE HIGHWAY (STATE ROUTE 51)

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AHUKINI ROAD

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RUBBISH DUMP ROAD 600118

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RUBBISH DUMP ROAD 600118

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HOOLIMALIMA PLACE

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AHUKINI ROAD

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777 PARKING STALLS

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193 PARKING STALLS

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34 PARKING STALLS

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51 PARKING STALLS

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C EASEMENT "G-4" (15 FT. WIDE) (15 FT. WIDE) FOR UTILITY PURPOSES 1,665 SQ. FT.

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EASEMENT "G-1" FOR RTR SITE PURPOSES 19,600 SQ. FT.

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EASEMENT "G-2" FOR ACCESS PURPOSES 4,193 SQ. FT.

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EASEMENT "G-3" (15 FT. WIDE) FOR UTILITY PURPOSES 12,442 SQ. FT.

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EASEMENT "G-6" (15 FT. WIDE) FOR UTILITY PURPOSES PURPOSES 5,408 SQ. FT.

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EASEMENT "G-5" (15 FT. WIDE) FOR UTILITY PURPOSES 33,728 SQ. FT.

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LICENSED PROFESSIONAL ENGINEER

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AutoCAD SHX Text THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION.

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HAWAII

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MAUI

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KAHOOLAWE

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LANAI

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MOLOKAI

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OAHU

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KAUAI

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NIIHAU

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AutoCAD SHX Text T001 TITLE, VICINITY MAP, LOCATION MAP, INDEX OF DRAWINGS TITLE, VICINITY MAP, LOCATION MAP, INDEX OF DRAWINGS P001 GENERAL NOTES, PLUMBING NOTES, CODES & STANDARDS, ABBREVIATIONS, GENERAL NOTES, PLUMBING NOTES, CODES & STANDARDS, ABBREVIATIONS, AND LEGENDS P101 PLUMBING FLOOR PLANS PLUMBING FLOOR PLANS P601 PLUMBING SCHEDULES, DETAIL, AND DIAGRAMS PLUMBING SCHEDULES, DETAIL, AND DIAGRAMS E001 GENERAL NOTES, ELECTRICAL NOTES, CODES & STANDARDS, GENERAL NOTES, ELECTRICAL NOTES, CODES & STANDARDS, ABBREVIATIONS, AND LEGENDS E101 ELECTRICAL FLOOR PLAN, ONE LINE DIAGRAMELECTRICAL FLOOR PLAN, ONE LINE DIAGRAM

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SHEET OF

COFFMAN ENGINEERS INC.

LIHUE AIRPORT

MODIFICATIONS

USDA APHIS PPQ

LIHUE AIRPORT

3901 MOKULELE

LOOP BLDG. 135,

UNIT 102B

181603

SHEET TITLE:

SHEET NO:

1 2 3 4 5

2 3 4 5

LASTING creativity | results | relationships coffman.com fax 808.687.8883 ph 808.687.8884

Honolulu, Hawaii 96813

851 Fort Street, Suite 300

CONTRACT NO. AG-6395-C-16-0116

DRAWN

CHECKED

DATE 11/09/18

ISSUED FOR CONSTRUCTION

12/07/2018

GENERAL NOTES

1. CONFORM TO ALL REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC), UNIFORM

PLUMBING CODE, UNIFORM FIRE CODE, NATIONAL ELECTRIC CODE, ENERGY CONSERVATION

CODE, THE LATEST CITY & COUNTY OF HONOLULU/STATE OF HAWAII AMENDMENTS AND

ORDINANCES, AND ALL OTHER AGENCIES HAVING JURISDICTION.

2. WORK SHALL CONFORM TO ALL APPLICABLE CODES AND STANDARDS UNLESS CONTRACT

DOCUMENTS ARE MORE STRINGENT.

3. ALL WORK SHOWN ON THESE DRAWINGS ARE NEW UNLESS OTHERWISE NOTED.

4. EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THESE DRAWINGS ARE APPROXIMATE.

BIDDERS SHALL VISIT THE PREMISES AND THOROUGHLY FAMILIARIZE THEMSELVES WITH ALL

DETAILS OF WORK AND WORKING CONDITIONS BEFORE SUBMITTING THEIR BID. REASONABLE

MODIFICATIONS IN LOCATION AND ARRANGEMENTS TO SUIT JOB CONDITIONS SHALL NOT

CONSTITUTE BASIS FOR REQUESTING OF ADDITIONAL FUNDS FROM THE OWNER.

5. PRIOR TO ORDERING MATERIALS AND PROCURING EQUIPMENT, SUCCESSFUL BIDDER

(CONTRACTOR) SHALL BE REQUIRED TO VERIFY ALL CONDITIONS, INCLUDING BUT NOT LIMITED TO EQUIPMENT, MATERIALS, SIZES, DIMENSIONS, INVERTS, AND VOLTAGES THAT AFFECT HIS

WORK. SUBMIT A LETTER TO THE ENGINEER CONFIRMING THAT THIS WAS DONE. IF WRITTEN

CONFIRMATION IS NOT RECEIVED BY THE ENGINEER, SHOP DRAWINGS AND OTHER SUBMITTALS

WILL BE RETURNED WITHOUT REVIEW. SHOW ALL DISCREPANCIES ON SHOP DRAWINGS AND

NOTIFY THE ENGINEER IN WRITING OF SUCH DISCREPANCIES PRIOR TO PROCUREMENT.

6. REMOVE ALL UNUSED PIPING UNLESS SPECIFICALLY INDICATED AS "ABANDON IN PLACE." ALL

ABANDONED PIPING SHALL BE CAPPED AT BOTH ENDS.

7. ALL UTILITIES AND APPURTENANCES SHALL BE PROTECTED AT ALL TIMES DURING

CONSTRUCTION, AND IF DAMAGED, SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO

OWNER.

8. ALL FASTENERS, SUPPORTS, HANGERS, SPRING ISOLATORS, AND MISCELLANEOUS STEEL ITEMS INCLUDING BUT NOT LIMITED TO BOLTS, NUTS, SCREWS, RODS, PLATES, AND ANGLES, ETC. SHALL

BE GALVANIZED UNLESS OTHERWISE NOTED OR SPECIFIED.

9. REFER TO PROJECT MANUAL (SPECIFICATIONS) FOR ADDITIONAL REQUIREMENTS. PLANS AND

SPECIFICATIONS SHALL BE TAKEN TOGETHER. PROVIDE ALL WORK CALLED FOR IN EITHER.

10. FURNISH ALL EQUIPMENT, MATERIALS, LABOR, TOOLS, ETC., REQUIRED FOR THE INSTALLATION

OF THE COMPLETE AND OPERATING SYSTEM. ALL EQUIPMENT AND MATERIALS SHALL BE NEW

UNLESS OTHERWISE NOTED AND OF THE HIGHEST QUALITY.

11. DO NOT ALLOW ANY WORK TO BE COVERED UP OR ENCLOSED UNTIL INSPECTED, TESTED AND

APPROVED BY OWNER'S REPRESENTATIVE OR AUTHORITY HAVING JURISDICTION.

12. THIS CONTRACT REQUIRES THE PLUMBING, FIRE PROTECTION, EMCS, AND MECHANICAL

SUBCONTRACTORS TO CAREFULLY COORDINATE THEIR WORK WITH EACH OTHER, THE GENERAL

CONTRACTOR AND OTHER TRADES. PRIORITY SHALL BE GIVEN IN THE FOLLOWING ORDER:

A. GRAVITY FLOW; SEWER, STORM DRAIN, DOWNSPOUT AND CONDENSATE DRAIN PIPING.

B. EQUIPMENT AND DUCTWORK.

C. FORCED AND PRESSURE PIPING SUCH AS WATER, FIRE SPRINKLER, AND GAS PIPING.

13. CONTRACTOR SHALL PROVIDE DIELECTRIC UNIONS, NIPPLES OR FLANGES AT CONNECTION

POINTS FOR ALL DISSIMILAR METALS.

14. DRAWINGS ARE DIAGRAMMATIC AND MAY NOT SHOW ALL OFFSETS IN PIPING. COORDINATE THIS

WORK WITH THE WORK OF OTHER TRADES AND PROVIDE ALL NECESSARY OFFSETS.

15. NO CUTTING OR DRILLING OF ANY STRUCTURAL MEMBERS WILL BE PERMITTED WITHOUT THE

APPROVAL OF THE ARCHITECT.

16. INSTALLATION SHALL BE GUARANTEED TO BE FREE OF DEFECTS FOR ONE (1) YEAR FROM FINAL

DATE OF ACCEPTANCE OF THE PROJECT AS A WHOLE.

GENERAL LEGEND

SYMBOL DESCRIPTION

DETAIL SYMBOL: A = IDENTIFYING NUMBER

B = SHEET WHERE DETAIL IS SHOWN

KEYED REFERENCE NOTE OR SHEET NOTE

POINT OF CONNECTION (POC) SYMBOL

ACU-1 EQUIPMENT IDENTIFICATION (REFER TO EQUIPMENT SCHEDULE)

REVISION CLOUD AND REVISION NUMBER

A B

APPLICABLE CODES & STANDARDS

· BUILDING CODE OF THE CITY AND COUNTY OF KAUAI

(INTERNATIONAL BUILDING CODE 2006 AS AMENDED*)

· PLUMBING CODE OF THE COUNTY OF KAUAI

(UNIFORM PLUMBING CODE 2006 AS AMENDED*)

· BUILDING ENERGY CONSERVATION CODE OF THE COUNTY OF HAWAII

(INTERNATIONAL ENERGY CONSERVATION CODE 2009 AS AMENDED*)

* including all amendments adopted by the State of Hawaii and the County of Kauai.

PLUMBING NOTES

1. ALL HORIZONTAL SOIL AND WASTE PIPING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT UNLESS

OTHERWISE NOTED.

2. DISINFECT NEW WATER PIPING PER UPC 2006, 609.9.

3. ABOVE GRADE DOMESTIC WATER PIPING: TYPE "L" COPPER TUBING W/ WROUGHT COPPER

SWEAT FITTINGS.

4. BELOW GRADE DOMESTIC WATER PIPING: TYPE "K" COPPER TUBING W/ WROUGHT COPPER

SWEAT FITTINGS.

5. ABOVE GRADE SANITARY WASTE PIPING: NO-HUB CAST IRON COMPLYING WITH STANDARD 301

WITH HEAVY-DUTY STAINLESS STEEL FOUR BAND COUPLINGS ASTM C 1277.

6. BELOW GRADE SANITARY WASTE PIPING: CAST IRON HUB & SPIGOT

7. SANITARY VENT PIPING: NO-HUB CAST IRON COMPLYING WITH STANDARD 301 WITH HEAVY-DUTY

STAINLESS STEEL FOUR BAND COUPLINGS ASTM C 1277.

ABBREVIATIONS

ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION

ABV ABOVE

AFF ABOVE FINISH FLOOR

AP ACCESS PANEL

BG BELOW GROUND

BLDG BUILDING

BV BALANCING VALVE

CAP CAPACITY

CFM CUBIC FEET PER MINUTE

CI CAST IRON

CO CLEANOUT

CON CONDENSATE

CONN CONNECT OR CONNECTION

CONT CONTINUATION

COTG CLEANOUT TO GRADE

CU COPPER

CW COLD WATER

Ø DIAMETER OR PHASE

DEMO DEMOLISH

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG DRAWING

(E) EXISTING

EA EACH

ELEC ELECTRIC OR ELECTRICAL

ELEV ELEVATION

EMCS ENERGY MANAGEMENT CONTROL

SYSTEM

ENCL ENCLOSURE

EQUIP EQUIPMENT

EWT ENTERING WATER TEMPERATURE

EXH EXHAUST

EW EYEWASH/DRENCH UNIT

(E) EXISTING

F FAHRENHEIT

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISH FLOOR

FLR FLOOR

FPM FEET PER MINUTE

FPS FEET PER SECOND

FS FLOOR SINK

GA GAGE OR GAUGE

GAL GALLONS

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

H HEIGHT

HB HOSE BIBB

HR HOUR

HW HOT WATER

HZ HERTZ

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH OR INCHES

IND INDIRECT

INSUL INSULATION

INV INVERT

IWH INSTANTANEOUS WATER HEATER

KW KILOWATT

KWH KILOWATT HOUR

LBS POUNDS

LF LINEAL FOOT

LIQ LIQUID

LVG LEAVING

MAV MANUAL AIR VENT

MAX MAXIMUM

MCA MINIMUM CIRCUIT AMPACITY

MECH MECHANICAL

MIN MINIMUM

MISC MISCELLANEOUS

MOCP MAXIMUM OVERCURRENT

PROTECTION

MTD MOUNTED

MTG MOUNTING

N/A NOT APPLICABLE

N.I.C. NOT IN CONTRACT

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

O/C ON CENTER

OD OUTSIDE DIAMETER

OPER OPERATING

OPNG OPENING

OV OUTLET VELOCITY

PCV PRESSURE CONTROL VALVE

PD PRESSURE DROP

PH OR ɸ PHASE

PLBG PLUMBING

POC POINT OF CONNECTION

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH

GAUGE

PT PRESSURE/TEMPERATURE

REQD REQUIRED

REV REVISION(S)

SHT SHEET

SI SOLIDS INTERCEPTOR

SIM SIMILAR

SK SINK

SQ SQUARE

SQ FT SQUARE FOOT/FEET

SS STAINLESS STEEL

STD STANDARD

T TEMPERATURE

TAB TEST, ADJUST & BALANCE

TP TRAP PRIMER OR TEST PLUG

TSTAT THERMOSTAT

TYP TYPICAL

UG UNDERGROUND

UPC UNIFORM PLUMBING CODE

US UNDERSLAB

V VENT

VA VALVE

VAC VOLTAGE ALTERNATING CURRENT

VEL VELOCITY

VTR VENT THRU ROOF

W SANITARY WASTE

W/ WITH

W/O WITHOUT

W.C. WATER COLUMN

WCO WALL CLEANOUT

WG WATER GAGE

WH WATER HEATER

WHA WATER HAMMER ARRESTOR

WPD WATER PRESSURE DROP

WT WEIGHT

PLUMBING LEGEND

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

DEMOLITION

EXISTING

COLD WATER, CW

HOT WATER, HW

HOT WATER CIRCULATION, HWC

SANITARY WASTE

VENT, V

PIPE DOWN

PIPE UP

DOWN IN PIPE

FLOW DIRECTION

VALVE

GATE VALVE

BALL VALVE

BUTTERFLY VALVE

PRESSURE REDUCING VALVE

STRAINER

UNION

CHECK VALVE

WATER HAMMER ARRESTOR

(ELEVATION)

HOSE BIBB

END CAP

CLEAN OUT TO GRADE

WALL CLEANOUT

FLOOR CLEANOUT

FLOOR SINK

FLOOR DRAIN

EMERGENCY EYEWASH/SHOWER

EMERGENCY EYEWASH

THERMOSTAT

WPL

P001

GENERAL NOTES,

PLUMBING

NOTES, CODES &

STANDARDS,

ABBREVIATIONS,

AND LEGENDS

1OR1

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LICENSED PROFESSIONAL ENGINEER

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AutoCAD SHX Text No. 5682-M

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AutoCAD SHX Text Signature

AutoCAD SHX Text License Expiration Date

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THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION.

13 14 15 16 17 18 19 20

OFFICE

DEPARTMENT

AGRICULTURE

HAWAIIAN

AIRLINES

FED EX

SECURITY

STORAGE

USDA

P101

2" FCO

2" COTG

EWHB

IWH

OFFICE

1 2

REV DATE DESCRIPTION

PROJ. NO.

SHEET OF

COFFMAN ENGINEERS INC.

LIHUE AIRPORT

MODIFICATIONS

USDA APHIS PPQ

LIHUE AIRPORT

3901 MOKULELE

LOOP BLDG. 135,

UNIT 102B

181603

SHEET TITLE:

SHEET NO:

1 2 3 4 5

2 3 4 5

LASTING creativity | results | relationships coffman.com fax 808.687.8883 ph 808.687.8884

Honolulu, Hawaii 96813

851 Fort Street, Suite 300

CONTRACT NO. AG-6395-C-16-0116

DRAWN

CHECKED

DATE 11/09/18

ISSUED FOR CONSTRUCTION

12/07/2018

NORTH

P101

PLUMBING FLOOR PLAN

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

1/4"=1'-0" 122 3 4 6 80 1

WPL

P101

PLUMBING FLOOR

PLANS

P101

ENLARGED PLUMBING PLAN

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

NORTH

488 12 16 24 320 4 1/16"=1'-0"

KEY NOTES:

(E) 2" CW BELOW GRADE TO REMAIN.

1" CW BELOW GRADE.

CW VALVE IN VALVE BOX.

2" W BELOW GRADE.

(E) 1-1/2" CW BELOW GRADE TO REMAIN.

(E) 4" W BELOW GRADE TO REMAIN.

(E) CW VALVE BOX TO REMAIN.

EW LOCATED ABOVE SINK DRAINBOARD.

(E) 1/2" CW BELOW GRADE TO REMAIN.

(E) 2" V UP TO (E) 2" VTR TO REMAIN.

(E) SK TO REMAIN.

(E) 1/2" CW TO REMAIN.

(E) 4" FCO TO REMAIN.

REMOVE AND REPLACE (E) CONCRETE SIDEWALK AS REQD TO INSTALL

PLUMBING. SEE DETAIL 3/P601. SIM.

REMOVE AND REPLACE (E) CONCRETE SLAB TO INSTALL PLUMBING. SEE

DETAIL 3/P601.

SLOPE CONCRETE TO FLOOR SINK. SEE DETAIL 2/P601

CORE DRILL OVERSIZED HOLES FOR PIPING THROUGH (E) FDN WALL.

PROTECT (E) ASPHALT PAVEMENT FROM DAMAGE AND UNDERMINING

DURING EXCAVATION.

REFER TO 5/P-601 FOR DOMESTIC WATER PIPING.

MOUNT IWH ON CMU WALL WITH MASONARY SCREW ANCHORS.

GENERAL NOTES:

1. CONDITIONS SHOWN ON DRAWINGS ARE BASED ON REVIEW OF

AVAILABLE AS-BUILT DRAWINGS AND FIELD INVESTIGATIONS TO THE

EXTENT POSSIBLE. CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS. ANY DISCREPANCIES DISCOVERED SHALL BE BROUGHT

TO THE ATTENTION OF THE ENGINEER, OWNERS REPRESENTATIVE,

AND OR OWNER PRIOR TO COMMENCEMENT OF ANY WORK.

2. SERVICE SHOULD NOT BE INTERRUPTED DURING CONSTRUCTION.

4'-0"

4'- 0"

KEYPLAN

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VITREOUS CHINA

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C_TOILETS

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HIGHCREST

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VITREOUS CHINA

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C_TOILETS

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HIGHCREST

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VITREOUS CHINA

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C_TOILETS

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HIGHCREST

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VITREOUS CHINA

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C_TOILETS

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HIGHCREST

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VITREOUS CHINA

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C_TOILETS

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HIGHCREST

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VITREOUS CHINA

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C_TOILETS

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HIGHCREST

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LICENSED PROFESSIONAL ENGINEER

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AutoCAD SHX Text No. 5682-M

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text Signature

AutoCAD SHX Text License Expiration Date

AutoCAD SHX Text 04/30/2020

THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION.

2" FS

2" FCO

2" COTG

IWH

(E) 1-1/2" CW

(E) 1/2"

(E) 2" CW

(E) 1-1/2" CW

3/4" CW

1/2" CW & HW

3/4" CW

VALVE BOX

2" W BELOW GRADE

2" W BELOW

GRADE

(E) 4" W BELOW

GRADE

(E) 4" W BELOW

GRADE(E) 4" FCO

(E) SK

(E) 2" V

(E) 2" VTR

2" V ABV GRADE1-1/2" V ABV

GRADE

2" V

2" W ABV

GRADE

(E) VALVE BOX

GRADE

12"X12"

REV DATE DESCRIPTION

PROJ. NO.

SHEET OF

COFFMAN ENGINEERS INC.

LIHUE AIRPORT

MODIFICATIONS

USDA APHIS PPQ

LIHUE AIRPORT

3901 MOKULELE

LOOP BLDG. 135,

UNIT 102B

181603

SHEET TITLE:

SHEET NO:

1 2 3 4 5

2 3 4 5

LASTING creativity | results | relationships coffman.com fax 808.687.8883 ph 808.687.8884

Honolulu, Hawaii 96813

851 Fort Street, Suite 300

CONTRACT NO. AG-6395-C-16-0116

DRAWN

CHECKED

DATE 11/09/18

ISSUED FOR CONSTRUCTION

12/07/2018

PLUMBING FIXTURE LOCAL CONNECTION SCHEDULE

SYMBOL FIXTURE WASTE VENT COLD WATER HOT WATER MAXIMUM

CONSUMPTION REMARKS

SK SINK 2" 1-1/2" 1/2" 1/2" 2.2 GPM

JUST MANUFACTURING SB-136-24L OR EQUAL, FREE STANDING SINGLE COMPARTMENT SINK WITH DRAINBOARD. CONSTRUCTED OF 14 GA.

TYPE 304, 18-8 STAINLESS STEEL. COMPLETE WITH 8" O.C. T&S BRASS AND BRONZE OR EQUAL PRE RINSE UNIT MODEL MPR-8WLN-12, LOOSE KEY ANGLE STOP, TYPE 304 STAINLESS STEEL DRAIN BODY, FLAT STRAINER, AND TAILPIECE, AND CHROME PLATED BRASS P-TRAP WITH 17 GA.

WALL BEND.

HB HOSE BIBB - - * - - * 1/2" INTERIOR, 3/4" EXTERIOR

FS FLOOR SINK 2" 2" - - - JAY R. SMITH 320 OR EQUAL FLOOR SINK, ACID RESISTANT ENAMEL FLOOR SINK WITH CAST IRON BODY, ANTI-SPLASH DOME STRAINER, NO

FLANGE, AND FULL GRATE.

SI SOLIDS INTERCEPTOR 2" 2" - - - JAY R. SMITH 8710 OR EQUAL FLOOR MOUNTED SOLIDS INTERCEPTOR CONSTRUCTED OF WHITE DUCO CAST IRON BODY AND ALUMINUM GASKETED COVER AND SEDIMENT STRAINER WITH REMOVABLE STAINLESS STEEL SCREENS, AND ACID RESISTANT COATING INSIDE.

EW EYEWASH/DRENCH UNIT - - 1/2" - - GUARDIAN G5026 OR EQUAL WALL MOUNTED EYEWASH/DRENCH UNIT

NOTES:

1. ALL UNDERGROUND WASTE AND VENT PIPE SIZE SHALL BE 2" MINIMUM.

INSTANTANEOUS ELECTRIC WATER HEATER SCHEDULE

SYMBOL QUANTITY MANUFACTURER AND MODEL TYPE LOCATION SERVICE

TEMP RISE

(°F)

GPM @

TEMP

RISE

ELECT

INPUT

(kW)

VOLTS ɸ OPER. WT

(POUNDS) REMARKS

IWH 1 EEMAX SERIES TWO,

EX1608TC OR EQUAL INSTANTANEOUS WALL MOUNTED SINK 45 2.5 16.6 208 1 10.5

PROVIDE WITH TEMPERATURE AND RELIEF VALVE ON THE OUTLET OF HOT

WATER PIPE BETWEEN HEATER AND ISOLATION VALVE. TURN ON GPM 0.7.

PROVIDE WITH NEMA N4X ENCLOSURE.

WPL

P601

PLUMBING

SCHEDULES,

DETAILS, AND

DIAGRAMS

BRASS COUNTERSUNK

CLEANOUT PLUG CONCRETE PAD

FINISHED PAVEMENT

COMBINATION Y & 1/8 BEND

CAST IRON PIPE

P601

DOMESTIC WATER DIAGRAM

NOT TO SCALE

P601

SANITARY DIAGRAM

NOT TO SCALE

P601

CLEANOUT TO GRADE DETAIL

NOT TO SCALE

P601

FLOOR SINK DETAIL

NOT TO SCALE

4'-0" MAX.

#4 DOWELS @ 24" O.C.

STAGGERED, DRILL & EPOXY

W/ HILTI HIT-HY 200

SAWCUT EXIST SLAB FOR

NEW UTILITY LINE AND REPLACE

EXISTING SLAB

(SIDEWALK @ SIM.) #4 CONT.

@ 24" O.C.

MIN.

S4C TRENCH BACKFILL OR

APPROVED EQUIVALENT

P601

SLAB CUT AND REPAIR DETAIL

NOT TO SCALE

6" MI

UTILITY PIPES, SEE PLAN

NEW 4000 PSI CONCRETE,

MATCH THICKNESS AND

TEXTURE OF EXIST. SLAB

10 MIL VISQUEEN VAPOR BARRIER

(NOT REQUIRED AT SIDEWALK)

VAPOR BARRIER TIGHTLY FITTED

AROUND PENETRATION AND

SEALED WITH TAPE

SEALANT ALL AROUND

MIN.

#4 U-BARS @ 12" O.C.

EACH WAY

FLOOR SINK

CONCRETE SLAB, SLOPE TO DRAIN.

REFER TO DETAIL 3/P601 FOR

REINFORCEMENT

10 MIL VISQUEEN VAPOR BARRIER

1/4" PER FT

BOND BREAK

EXISTING SUBSTRATE

S4C BACKFILL OR

APPROVED EQUIVALENT

1'-0"

TYP.

ADDITIONAL #4x3'-6" EACH

SIDE OF FLOOR SINK

AutoCAD SHX Text H

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LICENSED PROFESSIONAL ENGINEER

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AutoCAD SHX Text No. 5682-M

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text Signature

AutoCAD SHX Text License Expiration Date

AutoCAD SHX Text 04/30/2020

THIS WORK WAS PREPARED BY ME OR UNDER MY SUPERVISION AND CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION.

SHEET OF

COFFMAN ENGINEERS INC.

LIHUE AIRPORT

MODIFICATIONS

USDA APHIS PPQ

LIHUE AIRPORT

3901 MOKULELE

LOOP BLDG. 135,

UNIT 102B

181603

SHEET TITLE:

SHEET NO:

1 2 3 4 5

2 3 4 5

LASTING creativity | results | relationships coffman.com fax 808.687.8883 ph 808.687.8884

Honolulu, Hawaii 96813

851 Fort Street, Suite 300

CONTRACT NO. AG-6395-C-16-0116

DRAWN

CHECKED

DATE 11/09/18

ISSUED FOR CONSTRUCTION

12/07/2018

ELECTRICAL NOTES

1. INSTALLATION SHALL COMPLY WITH THE 2008 NATIONAL ELECTRICAL CODE, NFPA 72, LOCAL

AMENDMENTS, NECA STANDARDS OF INSTALLATION, INTERNATIONAL BUILDING CODE AND ARS

242.1.

2. CUT AND PATCH THE EXISTING CEILING AND WALLS AS REQUIRED TO INSTALL NEW BRANCH

CIRCUITS. ANY PATCHES SHALL BE FINISHED TO MATCH THE EXISTING ADJACENT SURFACES.

REPLACE ANY DAMAGED CEILING TILES AS REQUIRED.

3. ALL CONDUCTORS INSTALLED IN EXTERIOR SPACES SHALL BE XHHW, INTERIOR WIRING MAY BE

THHW/THHN.

4. CONDUCTORS SHALL BE #12 AWG COPPER MINIMUM OR AS INDICATED ON THE EQUIPMENT

SCHEDULE. HOME RUN CONDUCTORS SHALL BE #10 AWG COPPER MINIMUM OR AS REQUIRED BY

NEC. MINIMUM SIZE FOR 20A BRANCH CIRCUIT MEASURED FROM THE PANELBOARD TO THE

FURTHEST DEVICE ON THE CIRCUIT UNLESS NOTED ON DRAWINGS:

A. 10 AWG CONDUCTORS FOR 120V BRANCH CIRCUITS GREATER THAN 75'.

B. 8 AWG CONDUCTORS FOR 120V BRANCH CIRCUITS GREATER THAN 175'.

TRANSITION TO #12 AWG WITHIN 15' OF DEVICE IF SMALL CONDUCTOR IS REQUIRED FOR DEVICE

TERMINATION.

5. SURFACE MOUNT CONDUIT IS NOT ALLOWED UNLESS OTHERWISE NOTED ON DRAWINGS.

6. CONTRACTOR SHALL PROVIDE AND INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL

NEW CONDUITS.

7. EXISTING EQUIPMENT INFORMATION SHOWN ON THESE DRAWINGS SHOULD BE FIELD VERIFIED.

CONFIRM EQUIPMENT LOCATIONS WITH OWNER AND ADJUST AS REQUIRED.

8. ALL CONDUCTOR SIZES SHOWN ARE BASED ON COPPER.

9. MAINTAIN MINIMUM 6" CLEARANCE BETWEEN CONDUIT AND PIPING. MAINTAIN 12" CLEARANCE

BETWEEN CONDUIT AND HEAT SOURCES SUCH AS FLUES, HEATING PIPES, AND HEATING

APPLIANCES.

10. PROVIDE TYPED, UPDATED PANEL SCHEDULES FOR NEW PANELS AND PANELS WITH CIRCUIT

MODIFICATIONS FROM THIS PROJECT.

11. VERIFY CEILING TYPES THROUGHOUT; PROVIDE ALL MOUNTING ACCESSORIES, TRIM, FLANGES, OUTLET BOXES, ETC. FOR A COMPLETE AND FINISHED INSTALLATION.

12. ALL EQUIPMENT AND MATERIALS ARE UL LISTED WHERE LISTING IS AVAILABLE FOR THAT TYPE OF

EQUIPMENT OR CONFORM TO ANSI OR NEMA STANDARDS.

13. WORKMANSHIP SHALL CONFORM TO CONSTRUCTION PRACTICES RECOMMENDED BY THE

AMERICAN ELECTRICIANS HANDBOOK BY CROFT (LATEST EDITION), AS WELL AS THE NATIONAL ELECTRICAL INSTALLATION STANDARDS (NEIS), AND WILL BE SUBJECTED TO THE APPROVAL OF

THE AGENCY THAT HAS JURISDICTION AND THE ENGINEER OF RECORD.

14. ALL METALLIC ENCLOSURES, RACEWAYS AND ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN

ACCORDANCE WITH REQUIREMENTS OF NEC ARTICLE 250, WITH GROUND WIRE IN EVERY

RACEWAY. RACEWAY SHALL BE SIZED IN ACCORDANCE WITH NEC TABLE 250-122.

15. TEST COMPLETED INSTALLATION AND CORRECT ALL DEFICIENCIES FOUND IN THE SYSTEM OR

INSTALLATION.

16. ALL EXISTING CIRCUITS AFFECTED DURING ELECTRICAL INSTALLATION SHALL BE RESTORED TO

THEIR ORIGINAL OPERATING CONDITION.

17. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO DEMOLITION, DIGGING, TRENCHING, OR SIMILAR OPERATIONS. COORDINATE WITH THE

CONSTRUCTION MANAGER OR OWNERS REPRESENTATIVE TO REVIEW EACH WORK AREA PRIOR

TO BEGINNING WORK.

18. ALL EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE FROM THE BEST AVAILABLE AS-BUILT

DRAWINGS AND LIMITED SITE-SURVEY. CONTRACTOR MUST FIELD VERIFY THE ACTUAL

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