W9128A-19-R-0014_Drawings_-_Package_1_(Part_1_of_11).pdf

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RSTA - 200 PN UEPH

RSTA - 200 PN UEPH

CANNON

DISPLAY

CIVIL DEFENSE

SIREN #2

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SEWAGE PUMP

STATION NO.2

CIVIL DEFENSE

SIREN #2650

GATE

KOLEKOLE AVENUE

FF ELEV = 851.50

FF ELEV = 851.00

PLANT

CENTRAL

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of Engineers

US Army Corps

HONOLULU DISTRICT

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NOT TO SCALESCHOFIELD BARRACKS PROJECT VICINITY MAP

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This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.

The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

Approved by:

Chief, Regional Engineering Center

Approved by:

Chief, Engineering and Construction Division

PROJECT LOCATION

K U N I A R O A

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SCHOFIELD BARRACKS, OAHU, HAWAII

NOT TO SCALELOCATION MAP

FOOTE GATE

W A I A N A E A V E N U E

W A I A N A E A V E N U E

FY18 QUAD A REPAIR BLDG 131 AND CONSTRUCT CENTRAL UTILITY PLANT

FOOTE GATE

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CONSTRUCT CENTRAL UTILITY PLANT

REPAIR BUILDING 131 AND

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SCHEDULE OF DRAWINGS

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10:08:44 AM7/1/2019

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G-002

CIVIL

C-002

C-003

C-005

CD101

CS101

CU102

S-553

SCHEDULE OF DRAWINGS

G-001

GENERAL

SHEET ID SHEET TITLE REVISION

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

A-001

AD101

AD102

AD103

AD104

AD201

AD301

A-101

A-102

A-103

A-104

A-105

A-106

A-201

A-301

A-302

ARCHITECTURAL

BLDG 131

GENERAL NOTES, ABBREVIATIONS, LEGEND

FIRST AND SECOND FLOOR DEMOLITION PLAN

DEMOLITION EXTERIOR ELEVATIONS

DEMOLITION BUILDING SECTIONS

FIRST FLOOR PLAN - UEPH

FIRST FLOOR PLAN - COF ADMINISTRATION WINGS

EXTERIOR ELEVATIONS

BUILDING SECTIONS

WALL SECTIONS

A-401

A-402

A-403

A-406

A-151

A-251

A-501

A-506

CENTRAL UTILITY PLANT (CUP)

AG602

A-601

A-602

AF601

AG101

AG102

AG103

AG601

AJ101

AI101

S-151

S-551

S-552

LD001

SD102

SD103

SD104

S-102

S-104

S-105

S-106

STRUCTURAL

CENTRAL UTILITY PLANT (CUP)

SD101

FIRE PROTECTION

REVISIONSHEET TITLESHEET ID

CENTRAL UTILITY PLANT (CUP)

BLDG 131

CENTRAL UTILITY PLANT (CUP)

REVISIONSHEET TITLE

BLDG 131

SHEET ID

T-401

T-402

T-403

T-404

T-501

T-502

T-601

T-602

T-603

EL151

CENTRAL UTILITY PLANT (CUP)

T-001

T-002

T-101

T-102

T-103

T-104

BLDG 131

T-151

CENTRAL UTILITY PLANT (CUP)

PLUMBING

MECHANICAL

ELECTRICAL

TELECOMMUNICATIONS

E-001

E-002

E-003

ED101

ED102

ED103

ED104

ED105

ES101

EL101

EL102

EP106

EP107

EP401

EP402

EL103

EL104

EL501

EL502

EL601

EP101

EP151

EP651

EP652

CENTRAL UTILITY PLANT (CUP)

EP406

EP407

EP408

EP501

EP502

EP403

EP404

EP405

EP607

EP608

EP609

EP503

EP601

EP602

P M

K

P M

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ELECTRICAL ABBREVIATIONS

GENERAL ELECTRICAL NOTES

ELECTRICAL SITE DEMOLITION PLAN

FIRST FLOOR ELECTRICAL DEMOLITION PLAN - ADMINISTRATION WINGS

FIRST FLOOR LIGHTING PLAN - ADMINISTRATION WINGS

FIRST FLOOR LIGHTING PLAN - UEPH

LIGHTING FIXTURE DETAILS - 1

LIGHTING FIXTURE DETAILS - 2

LIGHTING CONTROL DIAGRAMS

FIRST FLOOR POWER PLAN - UEPH

ELECTRICAL DETAILS - 1

ELECTRICAL DETAILS - 2

ELECTRICAL DETAILS - 3

ELECTRICAL PANEL SCHEDULES - 1

ELECTRICAL PANEL SCHEDULES - 2

ELECTRICAL PANEL SCHEDULES - 3

CUP ELECTRICAL SINGLE LINE DIAGRAM

CUP ELECTRICAL PANEL SCHEDULES

GENERAL TELECOMMUNICATIONS NOTES

FIRST FLOOR TELECOMMUNICATIONS PLAN - ADMINISTRATION WINGS

EW101

EW102

ENLARGED ELECTRICAL PLANS - 1 (DWELLING UNITS A & B)

SECOND FLOOR ELECTRICAL DEMOLITION PLAN - UEPH

THIRD FLOOR ELECTRICAL DEMOLITION PLAN - UEPH

SECOND FLOOR LIGHTING PLAN - UEPH

THIRD FLOOR LIGHTING PLAN - UEPH

SECOND FLOOR POWER PLAN - UEPH

THIRD FLOOR POWER PLAN - UEPH

SECOND FLOOR TELECOMMUNICATIONS PLAN - UEPH

THIRD FLOOR TELECOMMUNICATIONS PLAN - UEPH

ENLARGED TELECOMMUNICATIONS PLANS - 1 (DWELLING UNITS A & B)

ENLARGED TELECOMMUNICATIONS PLANS - 2 (EF 130)

ENLARGED TELECOMMUNICATIONS PLANS - 4 (TR 206 & TR 306)

TELECOMMUNICATIONS DETAILS - 1

TELECOMMUNICATIONS DETAILS - 2

ELECTRICAL SYMBOLS AND LEGEND

TELECOMMUNICATIONS SYMBOLS, LEGEND, AND ABBREVIATIONS

CUP TELECOMMUNICATIONS PLAN

THIRD FLOOR DEMOLITION PLAN

B131 / CUP

EP603

SECOND FLOOR PLAN (THIRD SIM) - UEPH

EP605

EP604

ELECTRICAL DEMOLITION PRIMARY SINGLE LINE DIAGRAM

ELECTRICAL DEMOLITION SECONDARY SINGLE LINE DIAGRAM

ELECTRICAL PRIMARY SINGLE LINE DIAGRAM

ELECTRICAL SECONDARY SINGLE LINE DIAGRAM - 1

ELECTRICAL SECONDARY SINGLE LINE DIAGRAM - 2

LANDSCAPE

TREE PROTECTION NOTES

FOUNDATION PLAN - ADMINISTRATION WINGS

ROOF FRAMING PLAN - ADMINISTRATION WINGS

THIRD FLOOR FRAMING PLAN - UEPH

S-001

S-002

S-003

S-004

S-005

S-006

S-007

S-008

S-009 TYPICAL DETAILS

TYPICAL DETAILS

TYPICAL DETAILS

TYPICAL DETAILS

TYPICAL DETAILS

GENERAL NOTES

GENERAL NOTES

GENERAL NOTES

BLDG 131

CIVIL NOTES-1

CIVIL NOTES-2

HAUL ROUTE PLAN

BLDG 131

F-151 s b -P

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BLDG 131COVER SHEET, PROJECT VICINITY MAP, AND LOCATION MAP

SECOND FLOOR FRAMING PLAN AND LOWER ROOF FRAMING PLAN - UEPH

INTERIOR FINISH SCHEDULE AND LEGEND

T-503 TELECOMMUNICATIONS DETAILS - 3

PARTIAL FIRST FLOOR ELECTRICAL DEMOLITION PLAN - UEPH

PARTIAL FIRST FLOOR TELECOMMUNICATIONS PLAN - UEPH

ENLARGED TELECOMMUNICATIONS PLANS - 3 (TR 119 & TR 163)

TELECOMMUNICATIONS GROUNDING SCHEMATIC DIAGRAM

TELECOMMUNICATIONS RISER DIAGRAM

TD101 TELECOMMUNICATIONS SITE DEMOLITION PLAN

CUP POWER PLAN

CUP LIGHTING PLAN

LD101 TREE DISPOSITION PLAN

LD601 TREE SURVEY AND ASSESSMENT

STAIR PLANS AND DETAILS

ENLARGED UNIT FLOOR PLAN AND CEILING PLAN

TYPICAL FIXTURE AND ACCESSORY MOUNTING HEIGHTS

FIRST FLOOR CEILING PLAN - COF ADMINISTRATION WINGS

FIRST FLOOR CEILING PLAN - UEPH

FIRST AND SECOND FLOOR CEILING DEMOLITION PLAN

THIRD FLOOR CEILING DEMOLITION PLAN

DOOR SCHEDULE AND TYPES

WINDOW AND LOUVER SCHEDULE, TYPES AND DETAILS

FIRST FLOOR SIGNAGE PLAN - COF ADMINISTRATION WINGS

FIRST FLOOR SIGNAGE PLAN - UEPH

SECOND FLOOR SIGNAGE PLAN (THIRD SIM) - UEPH

SIGNAGE SCHEDULE AND DETAILS

FIRST AND SECOND FLOOR (THIRD SIM) AIR BARRIER TEST ZONE

AJ301

A-505

SIGNAGE DETAILS

FLOOR PLAN, CEILING PLAN AND ROOF PLAN

EL401

C-001

CG101

CG301 CENTRAL UTILITY PLANT SECTIONS

CU201 WATERLINE PROFILES

CU202

CU203

LP101 LANDSCAPE PLAN

LP102 LANDSCAPE PLAN

ROOF AND MISCELLANEOUS DETAILS

A-502 PARTITION TYPES AND DETAILS

MISCELLANEOUS DETAILS

EXTERIOR ELEVATIONS, BUILDING AND WALL SECTIONS

MILLWORK DETAILS

A-603 DOOR DETAILS

A-504 MISCELLANEOUS DETAILS

ENLARGED RESTROOM FLOOR PLAN, CEILING PLAN AND INTERIOR ELEVATIONS

A-404 INTERIOR ELEVATIONS

FIRST FLOOR FURNITURE PLAN - COF ADMINISTRATION WINGS

SECOND FLOOR CEILING PLAN - UEPH

THIRD FLOOR CEILING PLAN - UEPHA-107

BUILDING SECTION AIR BARRIER TEST ZONES AND DETAILS

LP104

CU501

CU502

CU503

CU504

CS501 SITE DETAILS-1

CS502 SITE DETAILS-2

CS503 SITE DETAILS-3

FX151

FA151

FA651

EP103

EP102

EP104

EP105

FIRST FLOOR POWER PLAN - ADMINISTRATION WING - 1

FIRST FLOOR POWER PLAN - ADMINISTRATION WING - 2

FIRST FLOOR POWER PLAN - ADMINISTRATION WING - 3

FIRST FLOOR POWER PLAN - ADMINISTRATION WING - 4

TS601 TELECOMMUNICATIONS MANHOLE SCHEMATIC DIAGRAM

T-651 CUP TELECOMMUNICATIONS SYSTEM RISER DIAGRAM

A-108 ROOF PLAN

EP606 ELECTRICAL MANHOLE SCHEMATIC DIAGRAM

TS101 TELECOMMUNICATIONS SITE PLAN

EP504

EP505

EP506

ENLARGED ELECTRICAL PLAN AND ELEVATIONS (ELEC 138) POWER PLAN

ENLARGED ELECTRICAL PLAN AND ELEVATIONS (ELEC 125 & ELEC 143) POWER PLAN

ENLARGED ELECTRICAL PLAN AND ELEVATIONS (ELEC 203 & ELEC 303) POWER PLAN

ENLARGED ELECTRICAL PLAN AND ELEVATIONS (EF 130) POWER PLAN

ENLARGED ELECTRICAL PLAN AND ELEVATIONS (TR 108 & TR 151) POWER PLAN

ENLARGED ELECTRICAL PLAN AND ELEVATIONS (TR 206 & TR 306) POWER PLAN

ENLARGED ELECTRICAL PLAN AND ELEVATIONS (MECH 135) POWER PLAN

ELECTRICAL SITE PLAN - 1

ELECTRICAL SITE PLAN - 2ES102

T-506

T-505

T-504 TELECOMMUNICATIONS DETAILS - 4

TELECOMMUNICATIONS DETAILS - 5

TELECOMMUNICATIONS DETAILS - 6

T-508

T-507 TELECOMMUNICATIONS DETAILS - 7

TELECOMMUNICATIONS DETAILS - 8

TELECOMMUNICATIONS DETAILS - 9T-509

T-511

T-510

T-512 TELECOMMUNICATIONS MAINTENANCE HANDHOLE, DUCT FORMATIONS - 2

TELECOMMUNICATIONS MAINTENANCE HANDHOLE, DUCT FORMATIONS - 1

TELECOMMUNICATIONS DETAILS - 10

ENLARGED ELECTRICAL LIGHTING PLANS - 1

A-507 MISCELLANEOUS DETAILS

T-514

T-513

T-515

TELECOMMUNICATIONS MAINTENANCE HOLE DETAILS - 1

TELECOMMUNICATIONS MAINTENANCE HOLE DETAILS - 2

TELECOMMUNICATIONS MAINTENANCE HOLE DETAILS - 3

EY101 FIRST FLOOR INTRUSION DETECTION SYSTEM PLAN - ADMINISTRATION WINGS

INTRUSION DETECTION SYSTEM DETAILSEY501

ELECTRICAL CRAWL SPACE - 1

ELECTRICAL CRAWL SPACE - 2

S-010

SD501

FOUNDATION AND ROOF FRAMING PLAN

FOUNDATION DETAILS

ROOF TRUSS ELEVATION, WIND UPLIFT LOAD DIAGRAM

FRAMING DETAILS

EL503 LIGHTING FIXTURE DETAILS - 3

S-020

S-021

SPECIAL INSPECTION NOTES

SPECIAL INSPECTION NOTES

FOUNDATION DEMOLITION PLAN

FIRST FLOOR FRAMING DEMOLITION PLAN - UEPH

SECOND FLOOR FRAMING DEMOLITION PLAN - UEPH

THIRD FLOOR FRAMING DEMOLITION PLAN - UEPH

SD401 ENLARGED UNIT DEMOLITION PLANS

FOUNDATION PLAN - UEPH

S-401 ENLARGED UNIT PLANS

S-103 FIRST FLOOR FRAMING PLAN - UEPH

EL402 ELECTRICAL MOUNTING DETAIL

T-516 TELECOMMUNICATIONS MISCELLANEOUS DETAILS

CATV RISER DIAGRAM

S-030 TYPICAL DETAILS

SD502

TYPICAL CMU WALL DETAILS

SD511 TYPICAL DEMOLITION SECTIONS AND DETAILS, UEPH

TYPICAL DEMOLITION SECTIONS AND DETAILS, ADMIN

TYPICAL DEMOLITION SECTIONS AND DETAILS, ADMIN

S-101

S-501

S-502

S-510

S-402 PARTIAL ENLARGED SECOND FLOOR AND LOWER ROOF FRAMING PLANS-UEPH

TYPICAL SECTIONS AND DETAILS, ADMIN WINGS

TYPICAL SECTIONS AND DETAILS, ADMIN WINGS

TYPICAL SECTIOSN AND DETAILS, UEPH

S-511 TYPICAL SECTIONS AND DETAILS, UEPH

S-512 TYPICAL SECTIONS AND DETAILS, UEPH

S-513

S-514

S-515

S-516 TYPICAL SECTIOSN AND DETAILS, UEPH

TYPICAL SECTIONS AND DETAILS, UEPH CHASE OPENINGS

TYPICAL SECTIOSN AND DETAILS, UEPH UNIT OPENINGS

TYPICAL SECTIOSN AND DETAILS, UEPH WINDOW OPENINGS

LEGEND AND ABBREVIATIONS

C-004 CIVIL NOTES-3

DEMOLITION, EROSION AND SEDIMENT CONTROL PLAN-1

CD102 DEMOLITION, EROSION AND SEDIMENT CONTROL PLAN-2

CD501 EROSION AND SEDIMENT CONTROL DETAILS

SITE PLAN-1

CS102 SITE PLAN-2

GRADING PLAN-1

CG102 GRADING PLAN-2

UTILITY PLAN-2

UTILITY PLAN-1CU101

FIRELINE PROFILES

CHILLED WATER SUPPLY/RETURN PROFILES

CU204 SEWERLINE PROFILES

WATER DETAILS-1

WATER DETAILS-2

WATER DETAILS-3

SEWER DETAILS-1

CU505 SEWER DETAILS-2

LD602 TREE SURVEY AND ASSESSMENT

LP103 LANDSCAPE PLAN

LANDSCAPE DETAILSLP501

LANDSCAPE PLAN

FIRE ALARM SEQUENCE OF OPERATIONS & RISER DIAGRAM

CUP FIRE ALARM PLAN

CUP FIRE SPRINKLER PLAN

FIRST FLOOR PLAN - LIFE SAFETY

F-104

FD101

FD102

FD103

FD104

FD105

FD106

FD107

F-002

F-101

F-102

F-103

FIRST FLOOR PLAN COF ADMIN WINGS - LIFE SAFETY

FIRST FLOOR PLAN UEPH - LIFE SAFETY

SECOND FLOOR PLAN - LIFE SAFETY

THIRD FLOOR PLAN - LIFE SAFETY

FIRST FLOOR PLAN COF ADMIN WINGS - FIRE SPRINKLER DEMOLITION

FIRST FLOOR PLAN UEPH - FIRE SPRINKLER DEMOLITION

SECOND FLOOR PLAN - FIRE SPRINKLER DEMOLITION

THIRD FLOOR PLAN - FIRE SPRINKLER DEMOLITION

FIRST FLOOR PLAN COF ADMIN WINGS - FIRE ALARM DEMOLITION

FIRST FLOOR PLAN UEPH - FIRE ALARM DEMOLITION

SECOND FLOOR PLAN - FIRE ALARM DEMOLITION

FX102

FX103

FX104

FX501

FA101

FA102

FA103

FA104

FD108

FX101

FA501

THIRD FLOOR PLAN - FIRE ALARM DEMOLITION

FIRE SPRINKLER DETAILS

FIRST FLOOR PLAN COF ADMIN WINGS - FIRE ALARM/MASS NOTIFICATION

FIRST FLOOR PLAN UEPH - FIRE ALARM/MASS NOTIFICATION

SECOND FLOOR PLAN - FIRE ALARM/MASS NOTIFICATION

THIRD FLOOR PLAN - FIRE ALARM/MASS NOTIFICATION

FIRE ALARM/MASS NOTIFICATION DETAILS

F-001 CODE INFORMATION SHEET

FIRE PROTECTION SITE PLAN

F-105 FIRE PROTECTION NOTES AND LEGEND

FIRST FLOOR PLAN COF ADMIN WINGS - FIRE SPRINKLER

FIRST FLOOR PLAN UEPH - FIRE SPRINKLER

SECOND FLOOR PLAN - FIRE SPRINKLER

THIRD FLOOR PLAN - FIRE SPRINKLER

FA601 FIRE ALARM/MASS NOTIFICATION SEQUENCE OF OPERATIONS

FA602

FA603

FIRE ALARM/MASS NOTIFICATION RISER DIAGRAM

FIRE ALARM/MASS NOTIFICATION RISER DIAGRAM

FX401 TYPICAL UNIT PLAN UEPH - FIRE SPRINKLER

PD101

PD102

PD103

PD104

P-101

P-102

P-103

P-105

P-401

P-610

P-001 PLUMBING NOTES AND LEGEND

PS101 PLUMBING SITE PLAN

BUILDING 131 PARTIAL FIRST FLOOR PLUMBING DEMOLITION PLAN

BUILDING 131 PARTIAL FIRST FLOOR PLUMBING DEMOLITION PLAN

BUILDING 131 SECOND FLOOR PLUMBING DEMOLITION PLAN

BUILDING 131 THIRD FLOOR PLUMBING DEMOLITION PLAN

BUILDING 131 PARTIAL FIRST FLOOR PLUMBING PLAN

BUILDING 131 CRAWL SPACE PLUMBING PLAN

BUILDING 131 SECOND FLOOR PLUMBING PLAN

BUILDING 131 THIRD FLOOR PLUMBING PLAN

P-402

BUILDING 131 ENLARGED PLUMBING PLANS

BUILDING 131 ENLARGED PLUMBING PLANS

P-403 BUILDING 131 ENLARGED PLUMBING PLANS

P-404 BUILDING 131 ENLARGED PLUMBING PLANS

P-501 BUILDING 131 PLUMBING DETAILS

P-601 BUILDING 131 FIRST FLOOR SANITARY PIPING DIAGRAM

P-602 BUILDING 131 FIRST FLOOR SANITARY PIPING DIAGRAM

P-603 BUILDING 131 FIRST FLOOR SANITARY PIPING DIAGRAM

P-604 BUILDING 131 SANITARY RISER DIAGRAMS

P-605 BUILDING 131 FIRST FLOOR WATER PIPING DIAGRAM

P-606 BUILDING 131 FIRST FLOOR WATER PIPING DIAGRAM

P-607 BUILDING 131 FIRST FLOOR WATER PIPING DIAGRAM

P-608 BUILDING 131 FIRST FLOOR WATER PIPING DIAGRAM

P-609 BUILDING 131 WATER RISER DIAGRAMS

P-405 BUILDING 131 ENLARGED PLUMBING PLANS

P-406 BUILDING 131 ENLARGED PLUMBING PLANS

P-502 BUILDING 131 PLUMBING DETAILS

BUILDING 131 ATTIC WATER PIPING DIAGRAM

P-612

P-611 BUILDING 131 MECHANICAL ROOM WATER PIPING DIAGRAM

BUILDING 131 PLUMBING SCHEDULES

BUILDING 131 PARTIAL FIRST FLOOR PLUMBING PLAN

P-104

P-503 BUILDING 131 PLUMBING DETAILS

P-613 BUILDING 131 PLUMBING SCHEDULES AND SEQUENCE OF OPERATION

CUP PLUMBING PLAN

CUP SANITARY PIPING DIAGRAM

CUP WATER PIPING DIAGRAM

CUP PLUMBING SCHEDULES

CUP PLUMBING DETAILS

P-151

P-651

P-652

P-661

P-551

MD104

MD105

M-101

M-103

M-104

M-105

M-401

M-501

MD102

MD103

M-151

M-551

BUILDING 131 PARTIAL FIRST FLOOR MECHANICAL DEMOLITION PLAN

BUILDING 131 SECOND FLOOR MECHANICAL DEMOLITION PLAN

BUILDING 131 THIRD FLOOR MECHANICAL DEMOLITION PLAN

M-102

BUILDING 131 ATTIC MECHANICAL DEMOLITION PLAN

BUILDING 131 PARTIAL FIRST FLOOR MECHANICAL PLAN

BUILDING 131 CRAWL SPACE MECHANICAL PLAN

BUILDING 131 SECOND FLOOR MECHANICAL PLAN

BUILDING 131 THIRD FLOOR MECHANICAL PLAN

BUILDING 131 ATTIC MECHANICAL PLAN

CUP MECHANICAL PLAN

M-402

M-403

BUILDING 131 ENLARGED MECHANICAL PLANS

BUILDING 131 ENLARGED MECHANICAL PLANS

BUILDING 131 ENLARGED MECHANICAL PLANS

M-601 BUILDING 131 CHILLED WATER PIPING DIAGRAM

M-611

M-612

BUILDING 131 MECHANICAL SCHEDULES

BUILDING 131 MECHANICAL SCHEDULES

M-661 CUP MECHANICAL SCHEDULES

CUP MECHANICAL DETAILS

M-552 CUP MECHANICAL DETAILS

M-553

M-651 CUP CHILLED WATER AND CONDENSER WATER PIPING DIAGRAM

BUILDING 131 MECHANICAL DETAILS

M-502

BUILDING 131 CONDENSATE DRAIN PIPING DIAGRAM

BUILDING 131 MECHANICAL RISER DIAGRAM

M-602

M-603

BUILDING 131 DDC POINTS LIST AND SEQUENCE OF OPERATIONS

M-554

CUP DDC POINTS LIST

CUP DDC SEQUENCE OF OPERATIONS

M-106

BUILDING 131 PARTIAL FIRST FLOOR MECHANICAL PLAN

BUILDING 131 MECHANICAL SECTION VIEWM-301

BUILDING 131 MECHANICAL SECTION VIEWM-302

M-404 BUILDING 131 ENLARGED MECHANICAL PLANS

M-405 BUILDING 131 ENLARGED MECHANICAL PLANS

M-406 BUILDING 131 ENLARGED MECHANICAL PLANS

M-407 BUILDING 131 ENLARGED MECHANICAL PLANS

M-408 BUILDING 131 ENLARGED MECHANICAL PLANS

M-503 BUILDING 131 VAV AHU AND TERMINAL UNIT SCHEMATIC AND CONTROL DIAGRAMS

M-504

CONTROL DIAGRAMS

BUILDING 131 EXHAUST FAN AND ENERGY RECOVERY VENTILATOR SCHEMATIC AND

M-505 BUILDING 131 MECHANICAL DETAILS

M-506 BUILDING 131 MECHANICAL DETAILS

BUILDING 131 MECHANICAL RISER DIAGRAMM-604

BUILDING 131 OUTSIDE AIR SCHEDULESM-605

CUP MECHANICAL DETAILS

CUP MECHANICAL DETAILS

M-555

M-556

M-662 CUP MECHANICAL SCHEDULES

MECHANICAL NOTES AND LEGEND

MECHANICAL SITE PLAN

BUILDING 131 PARTIAL FIRST FLOOR MECHANICAL DEMOLITION PLAN

MS101

MD101

M-001

ELECTRICAL DETAILS - 4

ELECTRICAL DETAILS - 5

ELECTRICAL DETAILS - 6

EP509

EP508

EP507 ELECTRICAL DETAILS - 7

ELECTRICAL DETAILS - 8

ELECTRICAL DETAILS - 9

TYPICAL DETAILS

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This drawing was prepared by me or under my direct supervision.

EXP. DATE 4/30/2020

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C-001

LEGEND:

ABBREVIATIONS:

AC ASPHALTIC CONCRETE

ARV AIR RELIEF VALVE

AT ANTI-TERRORISM

AVE. AVENUE

BC BOTTOM OF CURB

BFP BACK FLOW PREVENTER

BOT. BOTTOM

BLDG BUILDING

BW BOTTOM WALL

CATV CABLE TELEVISION

CB CATCH BASIN

CL CHAIN LINK

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COMM COMMUNICATION

C/CONC. CONCRETE

CONN CONNECTION

COR CONTRACTING OFFICER REPRESENTATIVE

COSA CONTRACTOR'S OPERATIONS AND STORAGE AREA

CRM CONCRETE RUBBLE MASONRY (ROCK) WALL

CUP CENTRAL UTILITY PLANT

CWS CHILLED WATER SUPPLY

D/DIA. DIAMETER

DET. DETAIL

DI DRAIN INLET/ DUCTILE IRON

DL DRAINLINE

DWG. DRAWING

DS DOWN SPOUT

E.W. EACH WAY

E.S. EACH SIDE

ELEC ELECTRIC

ELEV ELEVATION

EXIST EXISTING

FFE FINISH FLOOR ELEVATION

FG FINISH GRADE

FH FIRE HYDRANT

FT FEET

G GAS

GV GATE VALVE

GDI GRATED DRAIN INLET

GW GUY WIRE

GP GUARD POST

H HEIGHT

HORIZ HORIZONTAL

HB HOSE BIB

HWS HOT WATER SUPPLY

IV/ICV IRRIGATION VALVE

INV INVERT ELEVATION

LP LOW POLE

MH MANHOLE

MIN MINIMUM

O.C. ON CENTER

O/H OVERHEAD

OD OUTSIDE DIAMETER

PAVT. PAVEMENT

PIV POST INDICATOR VALVE

POC POINT OF CONTRACT

PSL PEDESTRIAN SIGNAL LIGHT

PVC POLYVINYL CHLORIDE

PSI POUND PER SQUARE INCH

R RADIUS

REINF. REINFORCED

REF REFLECTOR

RP BFP REDUCED PRESSURE BACKFLOW PREVENTER

SCH. SCHEDULE

SDMH STORM DRAIN MANHOLE

SHT SHEET

SL STREET LIGHT/SEWERLINE

SLB STREET LIGHT BOX

SMH SEWER MANHOLE

SPR SPRINKLER

SQ. SQUARE

STA. STATION

ST STREET

STRUCT. STRUCTURAL

SWPPP STORM WATER POLLUTION PREVENTION PLAN

TC TOP CURB

TEMP TEMPORARY

TS TOP STEM

TEL TELEPHONE

THK. THICK

TS TOP OF SLAB OR SIDEWALK

TSL TRAFFIC SIGNAL LIGHT/TOP OF SLAB OR SIDEWALK

TSLB TRAFFIC SIGNAL LIGHT BOX

TW TOP WALL

TYP. TYPICAL

UBX UTILITY BOX

UP UTILITY POLE / (POLE MOUNT)

WL WATERLINE

WMH WATER MANHOLE

WM WATER METER

WV WATER VALVE

TREE

PALM

STREET LIGHT

LAMP POST

EXISTING

DIRECTION OF DRAINAGE

BUILDING OR STRUCTURE

DOMESTIC WATERLINE

SEWERLINE

CHAIN LINK FENCE

FIRE HYDRANT

DRAINLINE

SPOT ELEVATIONS

EDGE OF ROAD/PAV'T

CENTERLINE

CONCRETE CURB

CONTOURS

SAN6

NEW

FIRE LINE, SIZE

GAS LINE

FLOW

W

CHILLED WATERLINE

CW

GATE VALVE

VEGETATION LINE

AND HEDGES

ROCKWALL (CRM)

HOLLOW TILE WALL (CMU)

METAL RAILING

PROPERTY LINES

CONCRETE SURFACE OR PAVEMENT

LOOSE ROCK WALL

LANDSCAPE ROCKS

F6

W

BASE COURSE

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This drawing was prepared by me

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C-002

1. THE EXISTING TOPOGRAPHY AND LOCATIONS OF EXISTING STRUCTURES, UTILITIES,

FEATURES AND TREES AS SHOWN ON THE DRAWING AREA BASED ON A TOPOGRAPHIC

SURVEY PERFORMED BY CONTROL POINT SURVEYING, INC. DATED DECEMBER 4, 2018.

2. AZIMUTHS AND COORDINATES WERE REFERRED TO HAWAII STATE PLANE NAD 83, ZONE 3,

U.S FEET.

3. BENCHMARK ELEVATIONS REFERRED TO:

NGS "D" 245

BRASS DISK

ELEV.= 832.14 FT., MSL

N 114405.94, E 1624409.48 (NAD 83, ZONE 3)

4. PROJECT BENCHMARK DATA LOCATED OFF KUNIA ROAD: BRASS DISK 13, ELEV. = 865.87,

N 115805.13, E 1625831.98, (NAD 83, ZONE 3)

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

INFORMATION ONLY AND ARE BASED ON INFORMATION SHOWN ON PLAN/MAPS PREPARED

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

REPRESENTATIVE OF ACTUAL FIELD CONDITIONS. THE UNDERGROUND UTILITY LINES

AND/OR STRUCTURES MAY OR MAY NOT BE PRESENT AT THE LOCATIONS SHOWN OR THE

UNDERGROUND UTILITY LINES AND/OR STRUCTURES NOT SHOWN MAY BE PRESENT'

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

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

COMPLETENESS OF THE INFORMATION SHOWN. THE USER(S) OF THIS TOPOGRAPHIC

SURVEY MAP SHALL VERIFY THE INFORMATION, AS NEEDED, DURING CONSTRUCTION.

1. ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE WATERS FROM DAMAGING THE CUT

FACE OF AN EXCAVATION OR THE SLOPED SURFACES OF A FILL. FURTHERMORE, ADEQUATE

PROVISIONS SHALL BE MADE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE SITE.

2. ALL SLOPES AND EXPOSED AREAS SHALL BE SODDED OR PLANTED AS SOON AS FINAL GRADES HAVE

BEEN ESTABLISHED. PLANTING SHALL NOT BE DELAYED UNTIL ALL GRADING WORK HAS BEEN

COMPLETED. GRADING TO FINAL GRADE SHALL BE CONTINUOUS, AND ANY AREA WITHIN WHICH WORK

HAS BEEN INTERRUPTED OR DELAYED SHALL BE PLANTED.

3. NO GRADING WORK SHALL BE DONE ON SATURDAYS, SUNDAYS AND HOLIDAYS AT ANY TIME WITHOUT

PRIOR NOTICE AND APPROVAL FROM THE CONTRACTING OFFICER.

4. THE LIMITS OF THE AREA TO BE GRADED SHALL BE FLAGGED BEFORE THE COMMENCEMENT OF THE

GRADING WORK.

5. WHERE APPLICABLE AND FEASIBLE, THE MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS

SHALL BE IN PLACE BEFORE ANY EARTH MOVING PHASE OF THE GRADING IS INITIATED.

6. ALL GRADING AND CONSTRUCTION WORK SHALL IMPLEMENT MEASURES TO ENSURE THAT THE

DISCHARGE OF POLLUTANTS FROM THE CONSTRUCTION SITE WILL BE REDUCED TO THE MAXIMUM

EXTENT PRACTICABLE AND WILL NOT CAUSE OR CONTRIBUTE TO AN EXCEEDANCE OF WATER QUALITY

STANDARDS.

7. NON-COMPLIANCE TO ANY OF THE ABOVE REQUIREMENTS SHALL MEAN IMMEDIATE SUSPENSION OF

ALL WORK, AND REMEDIAL WORK SHALL COMMENCE IMMEDIATELY. ALL COSTS INCURRED SHALL BE

BILLED TO THE VIOLATOR. FURTHERMORE, VIOLATORS SHALL BE SUBJECTED TO ADMINISTRATIVE, CIVIL

AND/OR CRIMINAL PENALTIES.

PUBLIC HEALTH SAFETY AND CONVENIENCE NOTES:

1. CONTRACTOR SHALL OBSERVE AND COMPLY WITH ALL FEDERAL, STATE, AND LOCAL

LAWS REQUIRED FOR THE PROTECTION OF PUBLIC HEALTH, SAFETY AND

ENVIRONMENTAL QUALITY.

2. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND ITS

SURROUNDING AREAS FREE FROM DUST NUISANCE. THE WORK SHALL BE IN

CONFORMANCE WITH THE AIR POLLUTION STANDARDS AND REGULATIONS OF THE

STATE DEPARTMENT OF HEALTH.

3. THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY SIGNS,

LIGHTS, FLARES, BARRICADES, MARKERS, CONES, AND OTHER PROTECTIVE FACILITIES

AND SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE PROTECTION, CONVENIENCE

AND SAFETY OF THE PUBLIC.

EROSION CONTROL/BEST MANAGEMENT PRACTICES NOTES:

1. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AREAS AND SURROUNDING

AREAS FREE FROM DUST NUISANCE. THE WORK SHALL BE DONE IN CONFORMANCE WITH FEDERAL, STATE AND LOCAL AIR POLLUTION CONTROL STANDARDS.

2. MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL BE IN PLACE BEFORE ANY

DEMOLITION, EXCAVATION, GRADING, OR TRENCHING WORK IS INITIATED. THESE MEASURES SHALL BE

PROPERLY CONSTRUCTED AND MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.

3. ALL EROSION CONTROL MEASURES SHALL BE CHECKED AND REPAIRED AS NECESSARY, FOR EXAMPLE, WEEKLY IN DRY PERIODS AND WITHIN TWENTY-FOUR HOURS AFTER ANY RAINFALL OF 1/4 INCH OR

GREATER WITHIN A 24-HOUR PERIOD. DURING PROLONGED RAINFALL, DAILY CHECKING IS NECESSARY.

THE CONTRACTOR SHALL MAINTAIN RECORDS OF ALL CHECKS AND REPAIRS AND A COPY SHALL BE

AVAILABLE IN THE FIELD OFFICE.

4. THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS RESULTING FROM HIS WORK DEPOSITED IN

DRAINAGE FACILITIES, ROADWAYS AND OTHER AREAS. THE COSTS INCURRED FOR ANY NECESSARY

REMEDIAL ACTION BY THE GOVERNMENT SHALL BE PAYABLE BY THE CONTRACTOR.

5. CONTRACTOR SHALL INSTALL FILTER SOCK AND DRAIN INLET PROTECTION AS SHOWN ON PLANS TO

PREVENT ANY SEDIMENT LADEN RUNOFF FROM LEAVING THE SITE.

6. GOOD HOUSEKEEPING SHALL BE UTILIZED TO ENSURE PROTECTION OF ROADWAYS FROM MUD, DIRT, AND DEBRIS.

7. NO SEDIMENT LADEN RUNOFF SHALL LEAVE THE SITE.

8. WATER SPRAYING SHALL BE UTILIZED TO MINIMIZE THE AMOUNT OF AIRBORNE DUST.

9. THE FINAL LIFT OF EACH DAYS WORK SHALL BE COMPACTED TO PREVENT EROSION OF FILL MATERIALS.

10. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES FOR THEIR CONSTRUCTION, STAGING AND STORAGE AREAS AND SHALL INSPECT AND MONITOR HIS CONSTRUCTION, STAGING AND

STORAGE AREA TO ENSURE THAT NON-STORM WATER DISCHARGES ARE NOT EMITTED. IF SUCH

SOURCES ARE IDENTIFIED, THE CONTRACTOR SHALL PROVIDE IMMEDIATE MITIGATE MEASURES.

11. CONTRACTOR SHALL ENSURE THE PROPER WORKING ORDER AND CONDUCT REGULAR MAINTENANCE

OF ALL CONSTRUCTION EQUIPMENT. ALL CONSTRUCTION EQUIPMENT SHALL BE SERVICED OFFSITE

AND NO OIL OR FUEL SHALL BE STORED OR DISPOSED ON THE SITE. ALL SPILLS SHALL BE IMMEDIATELY

REPORTED TO DPW ENVIRONMENTAL SPILL REPORTING HOTLINE AT 808-656-1111 DURING BUSINESS

HOURS OR 808-656-3272 FOR AFTER HOURS REPORTS.

12. GRASS SHALL BE ESTABLISHED ON DISTURBED AREAS WHICH ARE AT FINAL GRADE OR WILL NOT BE

WORKED FOR LONGER THAN 14 DAYS. ALTERNATIVES TO GRASS INCLUDE 50MM MINIMUM STRAW

MULCH COVER, EROSION BLANKETS WITH ANCHORS, 0.152MM PLASTIC SHEETS AND CHEMICAL SOIL

STABILIZERS. PERMANENT GRASSING OR PAVING SHALL BE APPLIED UPON COMPLETION OF GRADING

WORK. THE CONTRACTOR SHALL ALSO ESTABLISH COVER OR LANDSCAPE PRIOR TO REMOVING

EROSION CONTROL MEASURES.

13. TEMPORARY EROSION CONTROLS SHALL NOT BE REMOVED BEFORE PERMANENT EROSION CONTROLS

ARE IN-PLACE AND ESTABLISHED.

14. EROSION AND SEDIMENT CONTROL MEASURES SHOWN ARE MINIMUM REQUIREMENTS AND THAT

CONTRACTOR IS RESPONSIBLE FOR ADJUSTING THE BMPS AS NECESSARY TO COMPLY WITH

REQUIREMENTS OF HAR 11-54 AND 11-55, INCLUDING ADJUSTMENTS FOR CONSTRUCTION PHASING AND

SEQUENCING.

SURVEY NOTES:

GRADING NOTES:

1. A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FOR

CONSTRUCTION ACTIVITIES OF ONE ACRE OR MORE OF DISTURBED AREA IS REQUIRED

FOR THIS PROJECT. IF THE CONTRACTOR REQUIRES EXTRA LAND DISTURBANCE,

INCLUDING STAGING AND STORAGE AREAS, THAT IS NOT COVERED BY THE NPDES

PERMIT OBTAINED BY THE STATE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING THE REQUIRED NPDES CONSTRUCTION ACTIVITIES PERMIT TO COVER THIS

ADDITIONAL DISTURBED AREA. SEE HAWAII ADMINISTRATIVE RULES CHAPTER 11-55,

APPENDIX C FOR DEFINITION OF LAND DISTURBANCE. THE CONTRACTOR'S ATTENTION IS

DIRECTED TO THE APPLICABLE NPDES PERMIT DOCUMENTS ON THE BID PACKAGE

COMPACT DISC.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS

OF HAR 11-55 INCLUDING, BUT NOT LIMITED TO:

A. DEADLINES FOR INITIATING AND COMPLETING INITIAL STABILIZATION

B. INCREASED INSPECTION FREQUENCY AND INSTALLATION OF RAIN GAGE IF

APPLICABLE

C. DEADLINES TO INITIATE AND COMPLETE REPAIRS TO BMPs

D. REPORTING REQUIREMENTS AND CORRECTIVE ACTION REPORTS

2. COMPLY WITH ALL APPLICABLE STATE AND FEDERAL PERMIT CONDITIONS.

NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) NOTES:

1. UNLESS OTHERWISE NOTED, OFFSET DIMENSIONS FROM THE BUILDING INDICATED ARE FROM THE

OUTSIDE FACE OF WALL. BUILDING LOCATIONS ARE WITH RESPECT TO OUTER WALL LINES.

2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM DPW PRIOR TO START OF ANY

EXCAVATION OR GRADING ACTIVITIES.

3. THE CONTRACTOR SHALL TONE AND PHYSICALLY VERIFY ALL CROSSINGS OF EXISTING UTILITIES PRIOR

TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL ALSO VERIFY AND CHECK ALL PERTINENT

ELEVATION, LOCATION, AND DETAIL DIMENSIONS NOTED ON THE DRAWINGS PRIOR TO PIPELINE UTILITY

INSTALLATION. ANY DISCREPANCY WITH PLAN ARRANGEMENTS SHALL BE IMMEDIATELY BROUGHT TO

THE CONTRACTING OFFICER OR THEIR DESIGNATED REPRESENTATIVE FOR CLARIFICATION.

4. EXISTING STRUCTURES AND TREES NOT INDICATED ON THE PLANS FOR REMOVAL SHALL BE

PRESERVED.

5. UTILITY SERVICES SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. CONNECTION TO

UTILITIES SHALL BE DONE WITH THE MINIMUM AMOUNT OF DISRUPTION AND SHALL BE COORDINATED

WITH THE CONTRACTOR OFFICER AND DPW. CONNECTION TO SANITARY SEWER SYSTEMS SHALL BE

COORDINATED WITH AQUA ENGINEERS.

6. ALL SERVICE CONNECTION OPERATIONS SHALL BE COORDINATED WITH THE CONTRACTING OFFICER

OR THEIR DESIGNATED REPRESENTATIVE. (COR) PRIOR TO COMMENCING WORK ON THE UTILITY LINES, THE CONTRACTOR SHALL:

A. EXCAVATE BY HAND OR CAREFULLY WITH MACHINERY TO VERIFY THE MATERIALS, O.D., LOCATION, AND DEPTH OF THE EXISTING UTILITY SERVICES AND STRUCTURES WHICH THE NEW WORK WILL

CROSS OR CONNECT TO. CARE SHALL BE EXERCISED DURING EXCAVATION AND TRENCHING.

B. VERIFY THAT THE NEW WORK CAN BE INSTALLED AS SHOWN OR NOTIFY THE COR OF ANY

DISCREPANCIES WHICH WILL PREVENT INSTALLATION OF THE WORK AS SHOWN.

C. FOR THE NEW WATERLINE CONNECTION, ALL COMPONENTS, INCLUDING VALVES AND RELATED

ITEMS, SHALL BE ON SITE AND APPROVED PRIOR TO SCHEDULING OF UTILITY CONNECTIONS.

7. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS DURING CONSTRUCTION, DEWATERING, AND EXCAVATION TO PREVENT DAMAGE TO EXISTING UTILITIES. HE SHALL BE HELD LIABLE IN THE

EVENT OF ANY DAMAGE AND HELD RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF ALL

EXISTING UTILITIES AND STRUCTURES SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL ALSO BE

RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES NOT

SHOWN ON THE DRAWINGS BUT MADE KNOWN TO HIM. REPAIR OF DAMAGE TO UTILITIES OR

STRUCTURES NOT SHOWN ON THE DRAWINGS SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN

ACCORDANCE WITH THE SPECIFICATIONS AND WITH THE CONCURRENCE OF THE CONTRACTING

OFFICER OR THEIR DESIGNATED REPRESENTATIVE.

8. GOVERNMENT DISPOSAL AREA IS NOT AVAILABLE FOR DISPOSAL OF WASTE MATERIALS. THE

CONTRACTOR SHALL DISPOSE ALL WASTE MATERIALS OUTSIDE THE GOVERNMENT'S PROPERTY.

9. CONTRACTOR SHALL NOTIFY DPW AT LEAST 45 DAYS PRIOR TO CONNECTING TO OR COMMENCING

WORK TO THE EXISTING WATER AND SEWER SYSTEMS.

10. PROTECT ALL EXISTING TREES NOT IDENTIFIED FOR REMOVAL DURING PHASE OF CONSTRUCTION. ANY

TREE DAMAGED BY CONTRACTOR'S OPERATION SHALL BE REPLACED WITH A TREE OF EQUAL SIZE AND

SPECIES.

11. CONTRACTOR'S OPERATIONS AND STORAGE AREA (COSA) SHALL BE LOCATED IN THE PARKING LOT

LOCATED NORTH AND SOUTH OF BUILDING 131. COSA SHALL BE RESTORED TO ITS ORIGINAL CONDITION

AFTER THE PROJECT COMPLETION. COSA SHALL BE FENCED WITH A SIGN POSTED SHOWING

CONTRACTOR'S NAME, POINT OF CONTRACT (POC), AND PHONE NUMBER FOR POC (24 HOURS/DAY), IN

CASE OF EMERGENCY DURING OFF-HOURS. SEE SHEET C-005 FOR COSA LOCATION.

12. PARKING FOR CONTRACTOR'S VEHICLES AND CONTRACTOR EMPLOYEE VEHICLES SHALL BE LIMITED TO

THE COSA AREA. CONTRACTOR AND CONTRACTOR EMPLOYEE VEHICLES WILL NOT BE ALLOWED TO

PARK ANYWHERE ELSE WITHIN THE BOUNDARIES OF SCHOFIELD BARRACKS OR OTHER GOVERNMENT

PROPERTY.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY PERMIT AND APPROVALS

REQUIRED FOR CONSTRUCTION OF THIS PROJECT AT NO ADDITIONAL COST TO THE GOVERNMENT.

SUBMIT NPDES NOI-C DISCHARGES OF STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY, NOI-F DISCHARGES OF HYDROTESTING WATERS, AND STORM WATER POLLUTION PREVENTION PLAN TO

DPW ENVIRONMENTAL FOR REVIEW AND APPROVAL.

CIVIL UTILITY NOTES:

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C-003

1. CONTRACTOR SHALL HIRE A LICENSED CIVIL ENGINEER WITH A MIN 5 YEARS TRAFFIC

CONTROL/ENGINEERING DESIGN EXPERIENCE TO PREPARE TRAFFIC CONTROL AND

PHASING PLANS FOR ALL PROPOSED ROAD AND/OR PARKING LOT CLOSURES.

A. TRAFFIC CONTROL PLAN SHALL BE DONE IN ACCORDANCE WITH THE "MANUAL OF

UNIFORM TRAFFIC CONTROL DEVICES, PART 6 TEMPORARY TRAFFIC CONTROL"

(LATEST EDITION) AND TRAFFIC CONTROL PLAN NOTES ABOVE.

B. FOUR (4) COPIES OF CONTRACTOR PROPOSED TRAFFIC CONTROL & PHASING PLANS

SHALL BE SUBMITTED FOR GOVERNMENT APPROVAL IN ACCORDANCE WITH

SPECIFICATION SECTION 01 33 00. SUBMITTAL AND APPROVAL OF TRAFFIC CONTROL

PLANS SHALL BE OBTAINED IN SUFFICIENT TIME TO ALLOW A MINIMUM OF 30 DAYS

WRITTEN NOTICE TO THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) PRIOR TO

CLOSURE OF ANY EXISTING ROAD/LANE AND/OR EXISTING AC PAVEMENT PARKING LOT

IN ACCORDANCE WITH SPECIFICATION SECTION 01 33 00.

C. CONTRACTOR'S TRAFFIC ENGINEER SHALL REVIEW AND APPROVE THE INSTALLATION

OF TRAFFIC CONTROL DEVICES TO BE USED FOR ROAD CLOSURE.

D. CONTRACTOR SHALL PREPARE, COORDINATE, AND OBTAIN A DPW TRAFFIC CONTROL

PLAN PERMIT PRIOR TO COMMENCING ANY ROAD/LANE CLOSURE ACTIVITIES ON THE

INSTALLATION. APPROVAL OF PROPOSED ROAD/LANE AND/OR PARKING LOT

CLOSURES SHALL BE OBTAINED FROM DPW MASTER PLANNER AND OAHU BASE

SUPPORT BTW (OBSB).

2. TRAFFIC CONTROL PLAN SHALL ENSURE THAT VEHICULAR AND PEDESTRIAN ACCESS IS

MAINTAINED AT ALL TIMES TO ALL EXISTING BUILDINGS.

3. THE CONTRACTOR SHALL OBTAIN ALL THE REQUIRED APPROVALS PRIOR TO START OF

CONSTRUCTION.

A. COMMUNITY INFORMATION SHALL BE SUBMITTED TO CONTRACTING OFFICER USACE

FIELD OFFICE AT LEAST ONE WEEK PRIOR TO START OF ROAD WORK OR CLOSURE.

B. COMMUNITY INSTALLATION MESSAGE BOARD ANNOUNCEMENT SHALL BE SUBMITTED

TWO WEEKS PRIOR TO THE START OF WORK. PLACEMENT AND VERBIAGE SHALL BE

REVIEWED AND ACCEPTED BY CONTRACTING OFFICER AND DPW.

4. CONTRACTOR SHALL PROVIDE THE APPROPRIATE NUMBER OF FLAGMEN, EQUIPPED WITH

THE PROPER SAFETY CLOTHING, EQUIPMENT, AND/OR COMMUNICATION DEVICES TO

CONDUCT, CONTROL, AND MANAGE THE TRAFFIC ENTERING CONTRACTOR WORK SITE.

5. CONTRACTOR SHALL PROVIDE THE APPROPRIATE NUMBER OF ROAD SIGNS, I.E., ROAD

CLOSED, DETOUR SIGNS, INFORMATION SIGNS OF UPCOMING AND/OR DURATION OF

ROAD/LANE CLOSURE SIGNS TO PROPERLY ADVISE AND REROUTE THE INCOMING

TRAFFIC AWAY FROM THE CONSTRUCTION SITE AND ALLOW FOR LOCAL TRAFFIC SERVICE

INTO THE CONSTRUCTION AREAS.

TRAFFIC CONTROL PLAN NOTES:

1. CONTRACTORS SHALL NOT HANDLE OR OPERATE THE WATER DISTRIBUTION

SYSTEM WITHOUT DPW APPROVAL. DPW SHALL BE PROVIDED SEVEN DAYS

NOTIFICATION PRIOR TO THE REQUEST.

2. AT NO TIME SHALL DPW'S FIRE HYDRANTS OR WATER MAIN VALVES BE

OPERATED BY THE CONTRACTOR.

3. AT NO TIME SHALL APPRENTICE-LEVEL PERSONNEL BE ALLOWED TO EXECUTE

TASKS ON DPW'S WATER DISTRIBUTION SYSTEM WITHOUT A CURRENT STATE

OF HAWAII DISTRIBUTION SYSTEM OPERATOR (DSO) GRADE 3 CERTIFICATION

IN ADDITION TO A LICENSED JOURNEYMAN PLUMBER DIRECTLY ON SITE AND

OBSERVING THE WORK.

4. CONTRACTOR SHALL PROVIDE COPIES OF ALL REQUIRED DSO GRADE 3

CERTIFICATIONS AND PLUMBING LICENSES UPON REQUEST AND PRIOR TO

THE COMMENCEMENT OF ANY WORK BEING PERFORMED. THE CONTRACTOR'S

PERSONNEL (SUPERVISOR AND PLUMBERS) SHALL HAVE AT LEAST FIVE (5)

YEARS EXPERIENCE WORKING ON THE EXTERIOR WATER DISTRIBUTION

SYSTEMS.

5. WATER OUTAGES WILL BE APPROVED BY DPW OPERATIONS AND

MAINTENANCE DIVISION AND COORDINATED WITH THE DPW WATER SYSTEM

MANAGER. WATER OUTAGES SHALL BE LIMITED TO SIX HOURS, UNLESS

OTHERWISE APPROVED BY THE DPW WATER SYSTEM MANAGER.

6. PRESSURE TESTS: THE DPW AND THE COR SHALL BE PRESENT FOR THE

PRESSURE TEST. BOTH PARTIES SHALL BE PROVIDED SEVEN DAY ADVANCE

NOTIFICATION BEFORE TESTING COMMENCE. DPW AND THE COE SHALL BE

PRESENT TO OBSERVE THE TESTING. DEPENDING ON CIRCUMSTANCES AND

WORK SCHEDULE, DPW SHOPS MAY NOT BE PRESENT ALL THE TIME.

7. ALL BACKFLOW PREVENTER ASSEMBLIES (BFPA) SHALL BE TESTED WITHIN

FIVE DAYS OF INSTALLATION. THIS TEST SHALL BE CONDUCTED BY A TESTER

CERTIFIED TO TEST THAT TYPE OF ASSEMBLY AND WHOSE CERTIFICATION IS

FROM AN ORGANIZATION RECOGNIZED AND APPROVED BY DPW. TEST

RESULTS SHALL BE RECORDED ON THE DPW BFPA TEST FORM OR AN

ACCEPTABLE EQUIVALENT AND PROVIDED TO THE DPW WATER SYSTEM

MANAGER. TEST RESULTS SHALL INCLUDE THE LOCATION, SIZE,

MANUFACTURE, MODEL NUMBER AND SERIAL NUMBER OF THE ASSEMBLY;

THE NAME AND CERTIFICATION NUMBER OF THE TESTER; THE DATE OF THE

TEST; AND THE TYPE OF SERVICE OVERSEEN BY THE ASSEMBLY.

8. ALL MAIN DRAIN, FLOW TEST AND INSPECTOR'S TEST CONNECTIONS WILL BE

PIPED OUTDOORS TO PREVENT WATER DAMAGE TO FACILITIES. AT NO TIME

WILL THESE CONNECTIONS BE ALLOWED TO TERMINATE IN FLOOR SINKS,

UTILITY SINKS, P-TRAPS OR ANY OTHER INTERIOR DRAIN. THE WATER FLOW

FROM THE OUTLET END OF THESE CONNECTIONS WILL BE ONTO A HARD

SURFACE OR GUTTER BLOCK TO MINIMIZE DAMAGE TO LANDSCAPING AND

GROUNDS.

9. EXISTING SHUTOFF VALVES ARE KNOWN IN SOME INSTANCES TO BE LEAKING

AND WILL NOT PREVENT WATER FROM FLOWING INTO EXISTING PIPE WHEN

MAKING NEW CONNECTION TO EXISTING WATER MAIN. CONTRACTOR SHALL

PLAN FOR CONTINGENCIES WHERE SHUTOFF VALVES ARE LEAKING AND HAVE

MULTIPLE TRASH PUMPS READY ON SITE AND BE EQUIPPED TO EXCAVATE A

TRENCH TO PROVIDE A SUMP TO PUMP AND DISPOSE WATER. DISCHARGE OF

WATER FROM THE SUMP SHALL COMPLY WITH APPLICABLE NPDES PERMITS.

DPW WATER NOTES:

1. ALL SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH

AQUA ENGINEERS, INC. COLLECTION SYSTEM DESIGN AND CONSTRUCTION

PROTOCOL, DATED JANUARY 2009, THE CITY AND COUNTY OF HONOLULU'S

STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, DATED

SEPTEMBER 1986, STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION,

DATED SEPTEMBER 1984, AND DESIGN STANDARDS OF THE DEPARTMENT OF

WASTEWATER MANAGEMENT, VOLUME 1, DATED JULY 1993.

2. THE CONTRACTOR SHALL VERIFY ALL EXISTING SEWER LATERAL LOCATIONS

WHETHER SHOWN OR NOT SHOWN ON PLANS PRIOR TO COMMENCING WITH

ANY OF THE WORK AND SHALL NOT ASSUME THAT WHERE NO LATERALS ARE

SHOWN, NONE EXIST. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL

PAY FOR ALL DAMAGED SEWER UTILITIES. THE LOCATION AND DEPTHS OF ALL

EXISTING SEWER LATERALS ARE APPROXIMATE.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONTINUOUS

SEWER SERVICE TO ALL AFFECTED AREAS DURING CONSTRUCTION AND FOR

ANY SEWAGE SPILLS CAUSED DURING CONSTRUCTION.

4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE AQUA ENGINEERS, INC.

EMERGENCY PHONE LINE AT (808) 621-3098 OF ANY WASTEWATER SPILLS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES AND PENALTIES DUE

TO ANY SPILLS RESULTING FROM THE CONNECTION.

5. SEE CIVIL UTILITY NOTES 5. TEMPORARY BYPASSING PLAN SHALL BE

SUBMITTED AND ACCEPTED BY DPW AND AQUA ENGINEERS.

SEWER NOTES:

CONSTRUCTION NOTES FOR GAS FACILITIES

1. THE GAS COMPANY GAS PIPELINES IN THE PROJECT AREA ARE PLASTIC COATED

AND CATHODICALLY PROTECTED. THE CONTRACTOR SHALL BE EXTREMELY

CAREFUL WHEN WORKING NEAR THESE GAS PIPELINES.

2. WRITTEN CLEARANCES MUST BE OBTAINED FROM THE GAS COMPANY, MAPS AND

RECORDS DEPARTMENT, 515 KAMAKEE STREET, AT LEAST FIVE (5) WORKING DAYS

PRIOR TO STARTING EXCAVATION NEAR THESE GAS PIPELINES.

3. THE CONTRACTOR SHALL EXCAVATE AND BACKFILL AROUND GAS PIPELINES IN

THE PRESENCE OF A REPRESENTATIVE OF THE GAS COMPANY. ALL BACKFILL

WITHIN SIX INCHES OF ANY GAS PIPELINES SHALL BE SELECT CUSHION MATERIAL

APPROVED BY THE GAS COMPANY.

4. FOR RELOCATION OF ANY GAS PIPELINE, THE CONTRACTOR SHALL NOTIFY THE

GAS COMPANY FIVE (5) WORKING DAYS BEFORE STARTING WORK. THE

TELEPHONE NUMBER IS 594-5574. THE CONTRACTOR SHALL PROVIDE THE

NECESSARY EXCAVATION AND BACKFILL, OBTAIN TRAFFIC PERMITS, AND RESTORE

PAVEMENT, SIDEWALKS, AND OTHER FACILITIES. ANY RELOCATION OF GAS

FACILITIES SHALL BE DONE BY THE GAS COMPANY AND PAID FOR BY THE

CONTRACTOR.

5. THE CONTRACTOR SHALL NOTIFY THE GAS COMPANY IMMEDIATELY AFTER ANY

DAMAGE HAS BEEN CAUSED TO EXISTING GAS PIPELINE, COATINGS, OR ITS

CATHODIC PROTECTION DEVICES. THE TELEPHONE NUMBER IS 535-5933. 24 HOURS

A DAY. THE CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE TO THE GAS

COMPANY FACILITIES. REPAIR WORK ON SUCH DAMAGE SHALL BE DONE BY THE

GAS COMPANY WITH PAYMENT FOR THIS WORK TO BE BORNE BY THE

CONTRACTOR.

6. MINIMUM VERTICAL AND HORIZONTAL CLEARANCE BETWEEN THE GAS PIPELINES

AND OTHER PIPELINES, CONDUITS, DUCTLINES, OR OTHER FACILITIES SHALL BE 12

INCHES. ADEQUATE SUPPORT AND PROTECTION FOR GAS PIPELINES EXPOSED IN

THE TRENCH SHALL BE PROVIDED BY THE CONTRACTOR AND APPROVED BY THE

GAS COMPANY.

7. THE CONTRACTOR SHALL WORK IN AN EXPEDITIOUS MANNER IN ORDER TO KEEP

THE UNCOVERED GAS PIPELINES EXPOSED FOR AS SHORT A PERIOD OF TIME AS

POSSIBLE.

1. COORDINATE ALL NIGHT WORK DURING FOOTE GATE CLOSURE VIA CONTRACTING

OFFICER.

2. PERMITTEE SHALL SUBMIT TO CONTRACTING OFFICER SITE-SPECIFIC TRAFFIC CONTROL

PLAN(S) (TCPS) FOR NIGHT WORK AT THE FOOTE AVE. AND ROAD "A" INTERSECTION, AND

ONE-WAY IN-DRIVEWAY TO GAS STATION AND SHOPPETTE. NIGHT WORK PERIOD IS

TYPICALLY 2100 HR TO 0400 HR, SUNDAY THROUGH THURSDAY, UNLESS OTHERWISE

NOTED BY CONTRACTING OFFICER.

3. KEEP ONE LANE OPEN TO TRAFFIC AT ALL TIMES AT THE DRIVEWAY OFF FOOTE AVE. TO

THE SHOPPETTE.

4. CONTRACTOR SHALL NOT TRENCH THE FOOTE AVE. DRIVEWAY AND ROAD "A"

INTERSECTION AT THE SAME TIME. PROVIDE FLAGGER TO DIRECT TWO-WAY TRAFFIC AT

THE INTERSECTION.

5. CONES OR DELINEATORS SHALL BE EXTENDED TO A POINT WHERE THEY ARE VISIBLE TO

APPROACHING TRAFFIC.

6. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED SUCH THAT THE SIGN OR DEVICE

FARTHEST FROM THE WORK AREA SHALL BE PLACED FIRST. THE OTHERS SHALL THEN BE

PLACED PROGRESSIVELY TOWARD THE WORK AREA.

7. REGULATORY AND WARNING SIGNS WITHIN THE CONSTRUCTION ZONE THAT ARE IN

CONFLICT WITH THE TRAFFIC CONTROL PLANS SHALL BE REMOVED OR COVERED. ALL

SIGNS SHALL BE RESTORED UPON COMPLETION OF THE WORK.

8. SAFE PEDESTRIAN TRAFFIC SHALL BE MAINTAINED AT ALL TIMES DURING THE

CONSTRUCTION PERIOD.

9. FLAGGERS SHALL BE IN SIGHT OF EACH OTHER OR IN DIRECT COMMUNICATION AT ALL

TIMES.

10. ALL TRAFFIC LANES SHALL BE A MINIMUM OF 10 FEET WIDE.

11. ALL CONSTRUCTION WARNING SIGNS SHALL BE PROMPTLY REMOVED OR COVERED

WHENEVER THE MESSAGE IS NOT APPLICABLE OR NOT IN USE.

12. THE BACKS OF ALL SIGNS USED FOR TRAFFIC CONTROL SHALL BE APPROPRIATELY

COVERED TO PRECLUDE THE DISPLAY OF INAPPLICABLE SIGN MESSAGES (I.E., WHEN

SIGNS HAVE MESSAGES ON BOTH FACES).

SITE SPECIFIC NOTES FOR TRAFFIC CONTROL PLAN:

13. FOOTE AVE. NIGHT WORK SHALL BE LIMITED ONLY TO THE EXTENT OF ACCOMPLISHING

EACH NIGHT'S WORK. PROVIDE SAFE NON-SKID TRAFFIC PLATES TO HANDLE HS20-44

VEHICULAR TRAFFIC OVER OPEN UTILITY TRENCHES. PLATES SHALL BE JOINED BY SPOT

WELDING TO PREVENT EXCESSIVE MOVEMENT WHEN DRIVEN UPON. AS SOON AS EACH

NIGHT'S WORK IS COMPLETED, THE PERMITTEE SHALL REMOVE ALL TRAFFIC CONTROL

DEVICES NO LONGER NEEDED TO PERMIT FREE AND SAFE PASSAGE OF PUBLIC TRAFFIC.

REMOVAL SHALL BE IN THE REVERSE ORDER OF INSTALLATION. EXISTING, FADED OR

OBLITERATED PAVEMENT MARKINGS THAT ARE NECESSARY FOR SAFE TRAFFIC FLOW IN

THE CONSTRUCTION AREA SHALL BE REPLACED WITH TEMPORARY OR PERMANENT

MARKINGS BEFORE OPENING THE ROADWAY TO PUBLIC TRAFFIC EACH DAY.

14. PERMANENT PAVEMENT MARKINGS AND TRAFFIC SIGNS SHALL BE REPLACED UPON

COMPLETION OF EACH PHASE OF WORK.

15. TRAFFIC CONES FOR NIGHT WORK SHALL BE AT LEAST 28-INCHES HIGH WITH

RETROREFLECTIVE BANDS. CONES SHALL BE SPACED AT A MAXIMUM DISTANCE OF

TWENTY (20) FEET APART.

16. DRIVEWAYS SHALL BE KEPT OPEN. THE PERMITTEE SHALL CONTROL TRAFFIC GOING IN

AND OUT OF DRIVEWAYS.

17. BUFFER AND TAPER AREAS ON APPROACH TO ANY WORK SHALL BE KEPT CLEAR OF

VEHICLES, EQUIPMENT, AND MATERIALS.

18. A HIGH LEVE WARNING DEVICE (FLAG TREE) SHALL BE INSTALLED ON APPROACH TO ALL

WORK AREAS.

19. ALL WORK AFFECTING TRAFFIC SHALL BE COORDINATED WITH THE CONTRACTING

OFFICER. FOR CONSTRUCTION TRAFFIC CONTROL, THE CONTRACTOR IS REQUIRED TO

COMPLY WITH THE REQUIREMENTS OUTLINED IN THE US GARRISION HAWAII

DIRECTORATE OF PUBLIC WORKS TRAFFIC CONTROL/EXCAVATION PERMIT REQUEST AND

COMPLETE AND SUBMIT APPROVAL SHEET DATED 09 SEPTEMBER 2014.

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C-004

EROSION AND SEDIMENT CONTROL PLAN SCHEDULE AND RAIN

RESPONSE PLAN:

1. ALLOCATE A MINIMUM OF 10 CALENDAR DAYS FOR PROCESSING AND ISSUANCE OF

NPDES PERMITS. DELIVERABLES SHALL INCLUDE NOTICE FOR GENERAL PERMIT

COVERAGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITIES (NOI-C),

GENERAL PERMIT AUTHORIZING DISCHARGES OF HYDROTESTING WATERS (NOI-F), AND

STORM WATER POLLUTION PREVENTION PLAN (SWPPP).

2. INSTALL STABILIZED CONSTRUCTION ENTRANCES, PERIMETER CONTROLS, INLET

PROTECTION, AND TEMPORARY FENCING FOR PROTECTED AREAS, CLEARING AND

GRUBBING AS NECESSARY FOR THE INSTALLATION OF THESE BMPS.

3. CONSTRUCT DIVERSION DITCH WITH CHECK DAMS UPSLOPE OF THE GRADED AREA TO

DIRECT RUNOFF AROUND THE SITE. INSTALL VELOCITY DISSIPATION STRUCTURE AT

TEMPORARY OUTLET.

4. CONSTRUCT TEMPORARY SEDIMENT BASINS, STABILIZE IMMEDIATELY.

5. CONSTRUCT TEMPORARY SWALES TO DIRECT RUNOFF INTO THE SEDIMENT BASINS.

STABILIZE IMMEDIATELY.

6. INSTALL PERMANENT DRAINAGE SYSTEM WITH TEMPORARY INLET PROTECTION FOR

INLETS THAT DO NOT DRAIN TO THE SEDIMENT BASINS. CLEAR AND GRUB AS NEEDED

FOR INSTALLATION.

7. INITIATE STABILIZATION OF STEEP SLOPES (>15%) WITH HYDROSEEDING AS SOON AS

GRADING IS COMPLETED ON THOSE AREAS. INSTALL PERMANENT IRRIGATION SYSTEM

PRIOR TO PERMANENT SEEDING.

8. PROCEED WITH CONSTRUCTION WITH LEAST POSSIBLE DISTURBANCE OF VEGETATIVE

AREAS AND TEMPORARY STRUCTURES.

9. PLANT PERMANENT GROUND COVER ACCORDING TO THE LANDSCAPING PLAN AS SOON

AS POSSIBLE.

10. REMOVE OR DISMANTLE TEMPORARY EROSION CONTROL STRUCTURES AFTER FULL

ESTABLISHMENT OF PERMANENT VEGETATIVE COVER.

11. PRACTICE GOOD HOUSEKEEPING MEASURES THROUGHOUT THE DURATION OF

CONSTRUCTION.

12. INSPECTIONS WILL BE PERFORMED WEEKLY.

RAIN RESPONSE PLAN:

1. THE FOLLOWING WILL BE PERFORMED WHEN HEAVY RAINS, TROPICAL STORM OR HURRICANE IS

IMMINENT OR IS FORECASTED IN THE NEXT 48 HOURS:

A. TEMPORARY SUSPENSION OF ACTIVE GRADING, GRUBBING, AND TRENCHING.

B. INSPECT ALL SEDIMENT BASINS, TEMPORARY DITCHES/SWALES, PERIMETER CONTROLS, AND

INLET PROTECTION DEVICES, AND MAINTAIN AS NEEDED. REINSTALL ANY PERIMETER

CONTROLS THAT WERE REMOVED DUE TO ACTIVE WORK IN THE AREA. IF A SEVERE STORM

IS EXPECTED, REMOVE INLET PROTECTION DEVICES TO PREVENT FLOODING ON

SURROUNDING STREETS.

C. COVER OR RELOCATE MATERIAL STOCKPILES AND LIQUID MATERIAL CONTAINERS TO AVOID

CONTACT WITH RAINWATER.

D. PLACE SPILL PANS OR OIL-ONLY SPILL PADS UNDER CONSTRUCTION VEHICLES TO PREVENT

RUNOFF FROM CONTACTING ANY SPILLED PETROLEUM PRODUCTS. PROPERLY DISPOSE OF

ANY ACCUMULATED OILY WATER AFTER THE RAIN EVENT.

E. RE-INSPECT AFTER THE APPROACHING HEAVY RAINS, TROPICAL STORM OR HURRICANE AND

REPLACE OR MAINTAIN BMPS AS NEEDED.

GOOD HOUSEKEEPING BMPS:

1. STREET SWEEPING AND VACUUMING. ALL POLLUTANTS DISCHARGED FROM CONSTRUCTION SITE

TO OFF-SITE AREAS MUST BE SWEPT OR VACUUMED EACH DAY BEFORE LEAVING THE JOB SITE.

2. MATERIALS DELIVERY, STORAGE AND USE MANAGEMENT. PREVENT, REDUCE, OR ELIMINATE THE

DISCHARGE OF POLLUTANTS FROM MATERIAL DELIVERY, STORAGE, AND USE TO THE STORM

WATER SYSTEM OR WATERCOURSES BY MINIMIZING THE STORAGE OF HAZARDOUS MATERIALS

ONSITE, STORING MATERIALS IN A DESIGNATED AREA, INSTALLING SECONDARY CONTAINMENT.

CONSTRUCTION MATERIALS, WASTE, TOXIC AND HAZARDOUS SUBSTANCES, STOCKPILES AND

OTHER SOURCES OF POLLUTION SHALL NOT BE STORED IN BUFFER AREAS, NEAR AREAS OF

CONCENTRATED FLOW, OR AREAS ABUTTING THE MS4, RECEIVING WATERS, OR DRAINAGE

IMPROVEMENTS THAT DISCHARGE OFF-SITE. PRIMARY AND SECONDARY CONTAINMENT CONTROLS

AND COVERS SHALL BE IMPLEMENTED TO THE MEP.

3. SPILL PREVENTION AND CONTROL. CREATE AND IMPLEMENT SPILL PREVENTION AND RESPONSE

PLANS TO ELIMINATE AND MINIMIZE THE DISCHARGE OF POLLUTANTS TO THE MS4 AND RECEIVING

WATERS FROM LEAKS AND SPILLS BY REDUCING THE CHANCE FOR SPILLS, ABSORBING,

CONTAINING, AND CLEANING UP SPILLS AND PROPERLY DISPOSING OF SPILL MATERIALS. AT A

MINIMUM, ALL PROJECTS SHALL CLEANUP ALL LEAKS AND SPILLS IMMEDIATELY.

4. HAZARDOUS MATERIALS. PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORM

WATER FROM HAZARDOUS WASTE THROUGH PROPER MATERIALS USE AND WASTE DISPOSAL. IN

THE EVENT THAT HAZARDOUS MATERIALS ARE DISCHARGED TO THE MS4, IMMEDIATELY NOTIFY THE

CONTRACTOR OFFICER REPRESENTATIVE (COR) OF THE DISCHARGE. A WRITTEN REPORT

DESCRIBING THE POLLUTANTS THAT WERE DISCHARGED, THE REASONS FOR THE DISCHARGE, AND

THE MEASURES THAT HAVE BEEN TAKEN OR WILL BE TAKEN TO PREVENT A REOCCURRENCE OF

THE DISCHARGE SHALL BE SUBMITTED TO THE COR NO LESS THAN 3 DAYS AFTER NOTIFICATION BY

PHONE.

5. NON-HAZARDOUS MATERIALS. IN THE EVENT THAT NON-HAZARDOUS MATERIALS ARE DISCHARGED

TO THE MS4, NOTIFY THE COR NO LATER THAN THE NEXT BUSINESS DAY. A WRITTEN REPORT

DESCRIBING THE POLLUTANTS THAT WERE DISCHARGED, THE REASONS FOR THE DISCHARGE, AND

THE MEASURES THAT HAVE BEEN TAKEN OR WILL BE TAKEN TO PREVENT A REOCCURRENCE OF

THE DISCHARGE SHALL BE SUBMITTED TO THE COR NO LESS THAN 3 DAYS AFTER NOTIFICATION BY

PHONE.

6. VEHICLE AND EQUIPMENT CLEANING. ELIMINATE AND MINIMIZE THE DISCHARGE OF POLLUTANTS

TO STORM WATER FROM VEHICLE AND EQUIPMENT CLEANING OPERATIONS BY USING OFF-SITE

FACILITIES WHEN FEASIBLE, WASHING IN DESIGNATED, CONTAINED AREAS ONLY, AND ELIMINATING

DISCHARGES TO THE STORM DRAIN SYSTEM BY EVAPORATING AND/OR TREATING WASH WATER,

AS APPROPRIATE OR INFILTRATING WAS WATER FOR EXTERIOR CLEANING ACTIVITIES THAT USE

WATER ONLY.

7. VEHICLE AND EQUIPMENT FUELING. PREVENT FUEL SPILLS AND LEAKS BY USING OFF-SITE

FACILITIES, FUELING ONLY IN DESIGNATED…