W9128A-19-R-0014_Drawings_-_Package_2_(Part_1_of_14).pdf

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8:42:31 AM7/16/2019

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K U N I A R O A

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

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

SCHOFIELD BARRACKS PROJECT VICINITY MAP NOT TO SCALE

SCHOFIELD BARRACKS, OAHU, HAWAII

FY18 QUAD A REPAIR BLDGS 130 AND 132

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8:42:33 AM7/16/2019

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AD301

A-101

A-102

A-103

A-104

A-105

A-106

A-107

A-201

A-301

A-302

ARCHITECTURAL

BLDG 130

GENERAL NOTES, ABBREVIATIONS, LEGEND

DEMOLITION EXTERIOR ELEVATIONS

DEMOLITION BUILDING SECTIONS

EXTERIOR ELEVATIONS

BUILDING SECTIONS

WALL SECTIONS

A-401

A-402

A-403

A-404

A-405

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AD152

A-152

RESTROOM INTERIOR ELEVATIONS

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BLDG 130

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M-102

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M-104

M-105

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MD102

MD103

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MD152

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M-152

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P-102

P-103

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M-157

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BLDG 132

BLDG 132

BLDG 132

BLDG 132

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FIRST FLOOR PLAN - BDE ADMINISTRATION WING

A-108

FIRST FLOOR PLAN - UEPH

SECOND FLOOR PLAN (THIRD SIM) - UEPH

AD251 DEMOLITION EXTERIOR ELEVATIONS AND BUILDING SECTION

FIRST, SECOND AND THIRD FLOOR DEMOLITION PLAN

A-154

SECOND FLOOR PLAN (THIRD SIM)

SECOND AND THIRD FLOOR DEMOLITION PLAN

TREE PROTECTION NOTES

TREE DISPOSITION PLAN

TREE SURVEY AND ASSESSMENT

F-151 FIRST FLOOR PLAN - LIFE SAFETY

F-152 SECOND FLOOR PLAN - LIFE SAFETY

F-153 THIRD FLOOR PLAN - LIFE SAFETY

FD151 FIRST FLOOR PLAN – FIRE ALARM/MASS NOTIFICATION DEMOLITION

FD152 SECOND FLOOR PLAN – FIRE ALARM/MASS NOTIFICATION DEMOLITION

FD153 THIRD FLOOR PLAN – FIRE ALARM/MASS NOTIFICATION DEMOLITION

FX151 FIRST FLOOR PLAN – FIRE SPRINKLER

FX152

FX153 THIRD FLOOR PLAN – FIRE SPRINKLER

FA151 FIRST FLOOR PLAN – FIRE ALARM/MASS NOTIFICATION

FA152 SECOND FLOOR PLAN – FIRE ALARM/MASS NOTIFICATION

FA153 THIRD FLOOR PLAN – FIRE ALARM/MASS NOTIFICATION

FIRE PROTECTION

BLDG 130

BUILDING CODE SUMMARY

FIRE PROTECTION SITE PLAN

FIRST FLOOR PLAN BDE ADMINISTRATION WING - LIFE SAFETY

FIRST FLOOR PLAN BDE ADMINISTRATION WING - LIFE SAFETY

FIRST FLOOR PLAN UEPH - LIFE SAFETY

SECOND FLOOR PLAN UEPH - LIFE SAFETY

THIRD FLOOR PLAN UEPH - LIFE SAFETY

FIRE PROTECTION NOTES AND LEGEND

FD101

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SECOND FLOOR PLAN UEPH - FIRE SPRINKLER DEMOLITION

THIRD FLOOR PLAN UEPH - FIRE SPRINKLER DEMOLITION

FIRST FLOOR PLAN BDE ADMINISTRATION WING - FIRE ALARM DEMOLITION

FIRST FLOOR PLAN BDE ADMINISTRATION WING - FIRE ALARM DEMOLITION

FIRST FLOOR PLAN UEPH - FIRE ALARM DEMOLITION

SECOND FLOOR PLAN UEPH - FIRE ALARM DEMOLITION

THIRD FLOOR PLAN UEPH - FIRE ALARM DEMOLITION

FIRST FLOOR PLAN BDE ADMINISTRATION WING - FIRE SPRINKLER

FIRST FLOOR PLAN BDE ADMINISTRATION WING - FIRE SPRINKLER

FIRST FLOOR PLAN UEPH - FIRE SPRINKLER

SECOND FLOOR PLAN UEPH - FIRE SPRINKLER

THIRD FLOOR PLAN UEPH - FIRE SPRINKLER

FIRST FLOOR PLAN BDE ADMINISTRATION WING - FIRE ALARM/MASS NOTIFICATION

FIRST FLOOR PLAN BDE ADMINISTRATION WING - FIRE ALARM/MASS NOTIFICATION

FIRST FLOOR PLAN UEPH - FIRE ALARM/MASS NOTIFICATION

SECOND FLOOR PLAN UEPH - FIRE ALARM/MASS NOTIFICATION

FIRE ALARM/MASS NOTIFICATION DETAILS

FIRE ALARM/MASS NOTIFICATION SEQUENCE OF OPERATIONS

PLUMBING NOTES AND LEGEND

PLUMBING SITE PLAN

BUILDING 130 PARTIAL FIRST FLOOR PLUMBING DEMOLITION PLAN

BUILDING 130 PARTIAL FIRST FLOOR PLUMBING DEMOLITION PLAN

BUILDING 130 PARTIAL FIRST FLOOR PLUMBING DEMOLITION PLAN

BUILDING 130 SECOND FLOOR PLUMBING DEMOLITION PLAN

BUILDING 130 THIRD FLOOR PLUMBING DEMOLITION PLAN

BUILDING 130 PARTIAL FIRST FLOOR PLUMBING PLAN

BUILDING 130 PARTIAL FIRST FLOOR PLUMBING PLAN

BUILDING 130 SECOND FLOOR PLUMBING PLAN

BUILDING 130 ENLARGED PLUMBING PLANS

BUILDING 130 ENLARGED PLUMBING PLANS

BUILDING 130 PLUMBING SCHEDULES

BUILDING 132 FIRST FLOOR PLUMBING DEMOLITION PLAN

BUILDING 132 SECOND FLOOR PLUMBING DEMOLITION PLAN

BUILDING 132 THIRD FLOOR PLUMBING DEMOLITION PLAN

BUILDING 132 PARTIAL FIRST FLOOR PLUMBING PLAN

BUILDING 132 PARTIAL SECOND FLOOR PLUMBING PLAN

BUILDING 132 PARTIAL SECOND FLOOR PLUMBING PLAN

BUILDING 132 PARTIAL THIRD FLOOR PLUMBING PLAN

BUILDING 132 PARTIAL THIRD FLOOR PLUMBING PLAN

BUILDING 132 PLUMBING SCHEDULES

BUILDING 132 FIRST FLOOR MECHANICAL DEMOLITION PLAN

BUILDING 132 SECOND FLOOR MECHANICAL DEMOLITION PLAN

BUILDING 132 THIRD FLOOR MECHANICAL DEMOLITION PLAN

BUILDING 132 PARTIAL FIRST FLOOR MECHANICAL PLAN

BUILDING 132 PARTIAL FIRST FLOOR MECHANICAL PLAN

BUILDING 132 PARTIAL SECOND FLOOR MECHANICAL PLAN

BUILDING 132 PARTIAL SECOND FLOOR MECHANICAL PLAN

BUILDING 132 PARTIAL THIRD FLOOR MECHANICAL PLAN

BUILDING 132 PARTIAL THIRD FLOOR MECHANICAL PLAN

BUILDING 132 MECHANICAL SCHEDULES

MECHANICAL NOTES AND LEGEND

MECHANICAL SITE PLAN

BUILDING 130 PARTIAL FIRST FLOOR MECHANICAL DEMOLITION PLAN

BUILDING 130 PARTIAL FIRST FLOOR MECHANICAL DEMOLITION PLAN

BUILDING 130 PARTIAL FIRST FLOOR MECHANICAL DEMOLITION PLAN

BUILDING 130 SECOND FLOOR MECHANICAL DEMOLITION PLAN

BUILDING 130 THIRD FLOOR MECHANICAL DEMOLITION PLAN

BUILDING 130 ATTIC MECHANICAL DEMOLITION PLAN

BUILDING 130 PARTIAL FIRST FLOOR MECHANICAL PLAN

BUILDING 130 PARTIAL FIRST FLOOR MECHANICAL PLAN

BUILDING 130 PARTIAL FIRST FLOOR MECHANICAL PLAN

BUILDING 130 SECOND FLOOR MECHANICAL PLAN

BUILDING 130 THIRD FLOOR MECHANICAL PLAN

BUILDING 130 ATTIC MECHANICAL PLAN

BUILDING 130 ENLARGED MECHANICAL PLAN

BUILDING 130 MECHANICAL SCHEDULES

CIVIL NOTES -2

HAUL ROUTE PLAN

CD101 EROSION CONTROL AND DEMOLITION SITE PLAN

CS101 SITE LAYOUT PLAN

C-001

GENERAL NOTES

GENERAL NOTES

GENERAL NOTES

TYPICAL DETAILS

TYPICAL DETAILS

TYPICAL DETAILS

TYPICAL DETAILS

TYPICAL DETAILS

TYPICAL DETAILS

SECOND FLOOR FRAMING DEMOLITION PLAN - UEPH

FOUNDATION PLAN - WEST ADMINISTRATION WING

FOUNDATION PLAN - EAST ADMINISTRATION WING

ROOF FRAMING PLAN - WEST ADMINISTRATION WING

ROOF FRAMING PLAN - EAST ADMINISTRATION WING

SECOND FLOOR FRAMING AND LOWER ROOF FRAMING PLAN - UEPH

FOUNDATION PLAN

SECOND FLOOR FRAMING PLAN

THIRD FLOOR FRAMING PLAN

ROOF FRAMING PLAN

LANDSCAPE

P-403 BUILDING 130 ENLARGED PLUMBING PLANS

M-402 BUILDING 130 ENLARGED MECHANICAL PLAN

M-403 BUILDING 130 ENLARGED MECHANICAL PLAN

M-404 BUILDING 130 ENLARGED MECHANICAL PLAN

M-405 BUILDING 130 ENLARGED MECHANICAL PLAN

M-406 BUILDING 130 ENLARGED MECHANICAL PLANS

M-407 BUILDING 130 ENLARGED MECHANICAL PLANS

M-408 BUILDING 130 ENLARGED MECHANICAL PLANS

FIRST FLOOR CEILING DEMOLITION PLAN

SECOND AND THIRD FLOOR CEILING DEMOLITION PLAN

FIRST FLOOR CEILING PLAN - BDE ADMINISTRATION WING

FIRST FLOOR CEILING PLAN - BDE ADMINISTRATION WING

FIRST FLOOR CEILING PLAN - UEPH

FIRST, SECOND AND THIRD FLOOR CEILING DEMOLITION PLAN

FIRST FLOOR CEILING PLAN

STAIR PLANS AND DETAILS

ENLARGED UNIT FLOOR PLAN AND CEILING PLAN

FIRST FLOOR PLAN BDE ADMINISTRATION WING - FIRE SPRINKLER DEMOLITION

FIRST FLOOR PLAN BDE ADMINISTRATION WING - FIRE SPRINKLER DEMOLITION

FIRST FLOOR DEMOLITION PLAN

INTERIOR ELEVATIONS

A-501 ROOF AND MISCELLANEOUS DETAILS

A-502 PARTITION TYPES AND DETAILS

A-504 MISCELLANEOUS DETAILS

A-506 MILLWORK DETAILS

A-601 DOOR SCHEDULE AND TYPES

A-602 WINDOW AND LOUVER SCHEDULE, TYPES AND DETAILS

A-603 DOOR DETAILS

AF601 INTERIOR FINISH SCHEDULE AND LEGEND

AF602 INTERIOR FINISH SCHEDULE

AG101 FIRST FLOOR SIGNAGE PLAN - BDE ADMINISTRATION WING

AG102 FIRST FLOOR SIGNAGE PLAN - BDE ADMINISTRATION WING

AG103 FIRST FLOOR SIGNAGE PLAN - UEPH

AG104 SECOND FLOOR SIGNAGE PLAN (THIRD SIM) - UEPH

AG601 SIGNAGE SCHEDULE

SIGNAGE DETAILSAG602

AJ101

AJ102

FIRST FLOOR AIR BARRIER TEST ZONE

A-151 FIRST FLOOR PLAN

A-406 TYPICAL FIXTURE AND ACCESSORY MOUNTING HEIGHTS

EXTERIOR ELEVATIONS, BUILDING SECTION AND WALL SECTION

A-505 MISCELLANEOUS DETAILS

ENLARGED RESTROOM FLOOR PLAN AND CEILING PLAN

S-002

S-003

S-004

S-005

S-006

S-001

AI101 FIRST FLOOR FURNITURE PLAN - BDE ADMINISTRATION WINGS

SECOND FLOOR CEILING PLAN - UEPH

A-109 THIRD FLOOR CEILING PLAN - UEPH

SECOND FLOOR CEILING PLAN

A-155 THIRD FLOOR CEILING PLAN

A-156 ROOF PLAN

A-110 ROOF PLAN

AJ501 AIR BARRIER DETAILS

C-003

CIVIL NOTES -1C-002

LEGEND AND ABBREVIATIONS

C-005

CG101 GRADING PLAN

UTILITY PLAN

SECOND/THIRD FLOOR AND BUILDING SECTION AIR BARRIER TEST ZONES

A-507 MISCELLANEOUS DETAILS

SD501

SD401

S-152 FIRST FLOOR FRAMING PLAN

S-010

S-020

S-021

SPECIAL INSPECTION NOTES

SPECIAL INSPECTION NOTES

S-401 ENLARGED TYPICAL UNIT FLOOR PLAN

FOUNDATION PLAN - UEPH

SD451 ENLARGED UNIT DEMOLITION FLOOR PLAN

S-451

LP101

LP102

LP103

LP501 LANDSCAPE DETAILS

LANDSCAPE PLAN

LANDSCAPE PLAN

LANDSCAPE PLAN

COVER SHEET, PROJECT VICINITY MAP, AND LOCATION MAP

FRP DETAILS

S-030 TYPICAL DETAILS

SD104 THIRD FLOOR FRAMING DEMOLITION PLAN - UEPH

FIRST FLOOR FOUNDATION AND FRAMING DEMOLITION PLAN

FIRST FLOOR FRAMING DEMOLITION PLAN - UEPH

SD502

SD511

ENLARGED DEMOLITION PLAN

TYPICAL DEMOLITION SECTIONS AND DETAILS, ADMIN

TYPICAL DEMOLITION SECTIONS AND DETAILS, ADMIN

TYPICAL DEMOLITION SECTIONS AND DETAILS, UEPH

S-104 FIRST FLOOR FRAMING PLAN - UEPH

S-402

S-501

S-502

S-503

S-510

S-511

S-512

S-513

S-514

S-515

S-516

PARTIAL ENLARGED SECOND FLOOR AND LOWER ROOF FRAMING PLANS - UEPH

TYPICAL SECTIONS AND DETAILS, ADMIN WINGS

TYPICAL SECTIONS AND DETAILS, ADMIN WINGS

TYPICAL SECTIONS AND DETAILS, ADMIN WINGS

TYPICAL SECTIONS AND DETAILS, UEPH

TYPICAL SECTIONS AND DETAILS, UEPH

TYPICAL SECTIONS AND DETAILS, UEPH

TYPICAL SECTIONS AND DETAILS, UEPH CHASE OPENINGS

TYPICAL SECTIONS AND DETAILS, UEPH WINDOW OPENINGS

TYPICAL SECTIONS AND DETAILS, UEPH UNIT OPENINGS

TYPICAL SECTIONS AND DETAILS, UEPH

FIRST FLOOR, SECOND FLOOR (THIRD SIM), AND ROOF DEMOLITION PLAN

S-155

SECTIONS

ENLARGED TYPICAL UNIT FLOOR PLAN

S-108 THIRD FLOOR FRAMING PLAN - UEPH

ROOF FRAMING PLAN - UEPH

C-004 CIVIL NOTES-3

EROSION CONTROL AND DEMOLITION SITE PLANCD102

CD501 EROSION AND SEDIMENT CONTROL DETAILS

SITE LAYOUT PLANCS102

SITE DETAILS - 1

SITE DETAILS - 2CS502

CS501

GRADING PLANCG102

CU101 UTILITY PLAN

CU201 WATERLINE PROFILES

FIRELINE PROFILESCU202

CHILLED WATER SUPPLY/RETURN PROFILESCU203

CU204 SEWERLINE PROFILES

CU501

CU502

CU503

CU504

WATER DETAILS-1

WATER DETAILS-2

WATER DETAILS-3

SEWER DETAILS-1

CU505 SEWER DETAILS-2

G-003

SCHEDULE OF DRAWINGS - 1

SCHEDULE OF DRAWINGS - 2

S C

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F D

R A

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G S

FX501 FIRE SPRINKLER DETAILS

TYPICAL UNIT PLAN UEPH - FIRE SPRINKLER

THIRD FLOOR PLAN UEPH - FIRE ALARM/MASS NOTIFICATION

FA602

FA603

FIRE ALARM/MASS NOTIFICATION RISER DIAGRAM

FIRE ALARM/MASS NOTIFICATION RISER DIAGRAM

SECOND FLOOR PLAN – FIRE SPRINKLER

FX451

FX551

TYPICAL UNIT PLAN - FIRE SPRINKLER

FIRE SPRINKLER DETAILS

FA551

FA651

FA652

FIRE ALARM/MASS NOTIFICATION DETAILS

FIRE ALARM/MASS NOTIFICATION SEQUENCE OF OPERATIONS

FIRE ALARM/MASS NOTIFICATION RISER DIAGRAM

P-106 BUILDING 130 THIRD FLOOR PLUMBING PLAN

BUILDING 130 PARTIAL FIRST FLOOR PLUMBING PLAN

BUILDING 130 CRAWL SPACE PLUMBING PLAN

P-404

P-405

P-406

BUILDING 130 ENLARGED PLUMBING PLANS

BUILDING 130 ENLARGED PLUMBING PLANS

BUILDING 130 ENLARGED PLUMBING PLANS

P-501

P-502

P-503

BUILDING 130 AND 132 PLUMBING DETAILS

BUILDING 130 AND 132 PLUMBING DETAILS

BUILDING 130 AND 132 PLUMBING DETAILS

P-601

P-602

P-603

BUILDING 130 FIRST FLOOR SANITARY PIPING DIAGRAM

BUILDING 130 FIRST FLOOR SANITARY PIPING DIAGRAM

BUILDING 130 FIRST FLOOR SANITARY PIPING DIAGRAM

P-604

P-605

P-606

P-607

P-608

P-609

P-610

P-611

P-613

BUILDING 130 SANITARY RISER DIAGRAMS

BUILDING 130 FIRST FLOOR WATER PIPING DIAGRAM

BUILDING 130 FIRST FLOOR WATER PIPING DIAGRAM

BUILDING 130 FIRST FLOOR WATER PIPING DIAGRAM

BUILDING 130 FIRST FLOOR WATER PIPING DIAGRAM

BUILDING 130 WATER RISER DIAGRAMS

BUILDING 130 ATTIC WATER PIPING DIAGRAM

BUILDING 130 MECHANICAL ROOM WATER PIPING DIAGRAM

BUILDING 130 PLUMBING SCHEDULES AND SEQUENCE OF OPERATION

FIRE PROTECTION

BUILDING 132 CRAWL SPACE PLUMBING PLAN

BUILDING 132 PARTIAL FIRST FLOOR PLUMBING PLAN

P-157

P-651

P-652

P-653

P-654

P-655

P-656

P-657

P-662

BUILDING 132 FIRST FLOOR SANITARY PIPING DIAGRAM

BUILDING 132 SANITARY RISER DIAGRAMS

BUILDING 132 FIRST FLOOR WATER PIPING DIAGRAM

BUILDING 132 FIRST FLOOR WATER PIPING DIAGRAM

BUILDING 132 MECHANICAL ROOM WATER PIPING DIAGRAM

BUILDING 132 WATER RISER DIAGRAMS

BUILDING 132 ATTIC WATER PIPING DIAGRAM

BUILDING 132 PLUMBING SCHEDULES AND SEQUENCE OF OPERATIONS

M-107

BUILDING 130 CRAWL SPACE MECHANICAL PLAN

M-301

M-302

BUILDING 130 MECHANICAL SECTION VIEW

BUILDING 130 MECHANICAL SECTION VIEW

M-409 BUILDING 130 ENLARGED MECHANICAL PLANS

M-410 BUILDING 130 ENLARGED MECHANICAL PLANS

M-411 BUILDING 130 ENLARGED MECHANICAL PLANS

M-412 BUILDING 130 ENLARGED MECHANICAL PLANS

M-501

M-502

M-503

M-505

M-506

M-507

M-601

BUILDING 130 AND 132 MECHANICAL DETAILS

BUILDING 130 DDC POINTS LIST AND SEQUENCE OF OPERATIONS

BUILDING 130 EXHAUST FAN AND ENERGY RECOVERY VENTILATOR SCHEMATIC

AND CONTROL DIAGRAMS

M-504

BUILDING 130 AND 132 MECHANICAL DETAILS

BUILDING 130 DDC NETWORK ARCHITECTURE SCHEMATIC

BUILDING 130 AND 132 MECHANICAL DETAILS

BUILDING 130 VAV AHU AND TERMINAL UNIT SCHEMATIC AND CONTROL DIAGRAMS

M-602

M-603

M-604

M-605

M-606

M-612

M-613

BUILDING 130 CHILLED WATER PIPING DIAGRAM

BUILDING 130 CONDENSATE DRAIN PIPING DIAGRAM

BUILDING 130 MECHANICAL RISER DIAGRAM

BUILDING 130 MECHANICAL RISER DIAGRAM

BUILDING 130 OUTSIDE AIR SCHEDULE

BUILDING 130 OUTSIDE AIR AND DUCTWORK CONSTRUCTION SCHEDULE

BUILDING 130 MECHANICAL SCHEDULES

BUILDING 130 MECHANICAL SCHEDULES

M-159

BUILDING 132 CRAWL SPACE MECHANICAL PLAN

BUILDING 132 PARTIAL ATTIC MECHANICAL PLAN

BUILDING 132 PARTIAL ATTIC MECHANICAL PLAN

M-351

M-551

M-552

M-651

M-652

M-653

M-654

BUILDING 132 MECHANICAL SECTION VIEW

BUILDING 132 DDC POINTS LIST AND SEQUENCE OF OPERATIONS

BUILDING 132 EXHAUST FAN AND ENERGY RECOVERY VENTILATOR SCHEMATIC

AND CONTROL DIAGRAMS

BUILDING 132 CHILLED WATER PIPING DIAGRAM

BUILDING 132 CONDENSATE DRAIN PIPING DIAGRAM

BUILDING 132 MECHANICAL RISER DIAGRAM

BUILDING 132 OUTSIDE AIR AND DUCTWORK CONSTRUCTION SCHEDULE

A-451 ENLARGED UNIT FLOOR PLAN AND CEILING PLAN

AG151 FIRST FLOOR SIGNAGE PLAN

AG152 SECOND FLOOR SIGNAGE PLAN (THIRD SIM)

AJ151 FLOOR PLANS AND BUILDING SECTION AIR BARRIER TEST ZONES

SCHEDULE OF DRAWINGS

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US Army Corps

U .S

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12:53:36 PM7/16/2019

c:\pw-work\poh-1\j3ec9pmk\d0244703\18sb04-PKG02_G-003.dgn

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SHEET ID SHEET TITLE REVISION SHEET ID SHEET TITLE REVISION

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

REVISIONSHEET TITLESHEET ID REVISIONSHEET TITLE

BLDG 130

SHEET ID

T-402

T-403

T-501

T-502

T-503

T-504

T-505

T-506

T-507

T-601

T-602

T-603

T-604

ED151

T-101

T-102

T-103

T-104

T-105

T-401

BLDG 130

T-151

T-152

T-153

T-451

T-452

T-453

ELECTRICAL TELECOMMUNICATIONS

E-001

ES101

ED101

ED102

ED103

ED104

E-101

E-102

E-103

E-104

E-105

E-401

E-402

E-403

E-404

E-501

E-106

E-107

E-108

E-109

E-110

E-155

ED152

ED153

E-151

E-152

E-153

E-154

E-502

E-601

E-602

E-156

SECOND FLOOR TELECOMMUNICATIONS PLAN

BLDG 132

BLDG 132

E-453

E-451

E-452

E-651

SITE ELECTRICAL PLAN

FIRST FLOOR DEMOLITION PLAN - BDE ADMINISTRATION WING

FIRST FLOOR DEMOLITION PLAN - UEPH

FIRST FLOOR ELECTRICAL PLAN - BDE ADMINISTRATION WING

FIRST FLOOR ELECTRICAL PLAN - BDE ADMINISTRATION WING

FIRST FLOOR ELECTRICAL PLAN - UEPH

SECOND FLOOR ELECTRICAL PLAN - UEPH

SECOND FLOOR DEMOLITION PLAN - UEPH

THIRD FLOOR ELECTRICAL PLAN - UEPH

FIRST FLOOR LIGHTING PLAN - BDE ADMINISTRATION WING

FIRST FLOOR LIGHTING PLAN - BDE ADMINISTRATION WING

FIRST FLOOR LIGHTING PLAN - UEPH

SECOND FLOOR LIGHTING PLAN - UEPH

FIRST FLOOR ENLARGED ELECTRICAL PLANS

SECOND FLOOR ENLARGED ELECTRICAL PLANS

TRANSFORMER DETAILS

CONCRETE PAD INSTALLATION

TYPICAL INTRUSION DETECTION SYSTEM RISER DIAGRAM

FIRST FLOOR DEMOLITION PLAN

SECOND FLOOR DEMOLITION PLAN

THIRD FLOOR DEMOLITION PLAN

FIRST FLOOR ELECTRICAL PLAN

SECOND FLOOR ELECTRICAL PLAN

THIRD FLOOR ELECTRICAL PLAN

FIRST FLOOR LIGHTING PLAN

SECOND FLOOR LIGHTING PLAN

THIRD FLOOR LIGHTING PLAN

ONE-LINE DEMOLITION DIAGRAM

FIRST FLOOR TELECOMMUNICATIONS PLAN - BDE ADMINISTRATION WING

FIRST FLOOR TELECOMMUNICATIONS PLAN - BDE ADMINISTRATION WING

FIRST FLOOR TELECOMMUNICATIONS PLAN - UEPH

SECOND FLOOR TELECOMMUNICATIONS PLAN - UEPH

THIRD FLOOR TELECOMMUNICATIONS PLAN - UEPH

TYPICAL UNIT ENLARGED TELECOM PLANS

TELECOM LABELING GUIDE

TELECOM RACK DETAILS

CABLE RUNWAY DETAILS

CABLE TRAY DETAILS

PATCH PANEL AND TELECOM OUTLET DETAILS

MISCELLANEOUS TELECOM DETAILS

TYPICAL TELECOM AND DATA OUTLET DIAGRAMS

FIRST FLOOR TELECOMMUNICATIONS PLAN

THIRD FLOOR TELECOMMUNICATIONS PLAN

FIRST FLOOR ENLARGED TELECOMMUNICATION PLANS

TELECOM GROUND BAR DETAILS

FIRST FLOOR ENLARGED ELECTRICAL PLANS

S C

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F D

R A

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IN

G S

ELECTRICAL SYMBOLS, DUCT DESIGNATION AND HANDHOLE SCHEDULE

E-002 GENERAL NOTES AND ABBREVIATIONS

ED105

FIRST FLOOR DEMOLITION PLAN - BDE ADMINISTRATION WINGS

THIRD FLOOR DEMOLITION PLAN - UEPH

ET101 ELECTRICAL AND TELECOMMUNICATIONS CRAWL SPACE DISTRIBUTION PLAN

THIRD FLOOR LIGHTING PLAN - UEPH

FIRST FLOOR ELEC ROOM ENLARGED ELECTRICAL PLANS

FIRST FLOOR MECHANICAL ROOM ENLARGED ELECTRICAL PLAN

E-405

E-406

E-407

E-408

E-409

E-410

E-411

E-412

E-413

E-414

FIRST FLOOR MECHANICAL ROOMS ENLARGED ELECTRICAL PLANS

SECOND FLOOR ENLARGED ELECTRICAL PLANS

THIRD FLOOR ENLARGED ELECTRICAL PLANS

FIRST FLOOR ENLARGED LIGHTING PLANS

FIRST FLOOR ELEC ROOM ENLARGED LIGHTING PLANS

FIRST FLOOR ELEC ROOM ENLARGED LIGHTING PLANS

FIRST FLOOR MECHANICAL ROOM ENLARGED LIGHTING PLAN

FIRST FLOOR MECHANICAL ROOMS ENLARGED LIGHTING PLANS

SECOND FLOOR ENLARGED LIGHTING PLANS

THIRD FLOOR ENLARGED LIGHTING PLANS

E-503

E-504

E-505

E-506

E-507

E-508

E-509

DUCT SECTION DETAILS

FIXTURE SCHEDULES

FIXTURE SCHEDULES

FIXTURE SCHEDULES

FIXTURE SCHEDULE

LARGE POLYMER CONCRETE PULLBOX DETAIL

ROOM CONTROLLER MOUNTING DETAILS

E-603

E-604

E-605

E-606

ONE-LINE DEMOLITION DIAGRAM

ELECTRICAL SECONDARY ONE-LINE DIAGRAM - 1

ELECTRICAL SECONDARY ONE-LINE DIAGRAM - 2

PRIMARY ONE-LINE DIAGRAMS

DIGITAL OCCUPANCY SENSOR WITH DIMMING WIRING DIAGRAM AND EMERGENCY

LIGHTING CONTROL UNIT WIRING DIAGRAM

E-607

E-608

E-609

E-703

E-704

E-705

E-701

E-702

LIGHTING SEQUENCE OF OPERATIONS

LIGHTING SEQUENCE OF OPERATIONS

LIGHTING SEQUENCE OF OPERATIONS

PANEL SCHEDULES

PANEL SCHEDULES

PANEL SCHEDULES

PANEL SCHEDULES

PANEL SCHEDULES

ET151 ELECTRICAL AND TELECOMMUNICATIONS CRAWL SPACE DISTRIBUTION PLAN

E-454

E-455

E-456

FIRST FLOOR ENLARGED ELECTRICAL PLANS

SECOND AND THIRD FLOOR ENLARGED ELECTRICAL PLANS

FIRST FLOOR ENLARGED LIGHTING PLANS

FIRST FLOOR ENLARGED LIGHTING PLANS

SECOND AND THIRD FLOOR ENLARGED LIGHTING PLANS

E-652

E-751

E-752

PANEL SCHEDULES

PANEL SCHEDULES

ONE-LINE DIAGRAM

T-001 TELECOM SYMBOLS, ABBREVIATIONS AND NOTES

SITE TELECOMMUNICATIONS PLAN

T-106

FIRST FLOOR ENLARGED TELECOM PLANS

SECOND AND THIRD FLOOR ENLARGED TELECOM PLANS

T-508

T-509

T-510

T-511

DUCT SECTION DETAILS

LARGE POLYMER CONCRETE PULLBOX DETAIL

TELECOM CABINET DETAILS

TMH DIAGRAMS

TYPICAL TELECOM GROUNDING SCHEMATIC DIAGRAM

CATV RISER DIAGRAM - 1

TELECOMMUNICATIONS RISER DIAGRAM - 1

FIRST FLOOR ENLARGED TELECOMMUNICATION PLAN

SECOND AND THIRD FLOOR ENLARGED TELECOMMUNICATIONS PLANS

T-651

T-652 TYPICAL TELECOM GROUNDING SCHEMATIC DIAGRAM

T-653

TELECOMMUNICATIONS RISER DIAGRAMS - 1

CATV RISER DIAGRAM - 1

T-512

T-513

TELECOM CABINET DETAILS

TELECOM CABINET DETAILS

T-551 TELECOM RACK/CABINET DETAILS

T-002 TELECOM GENERAL NOTES

G E

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C-001

LEGEND:

ABBREVIATIONS:

A/C AIR CONDITIONER

AC ASPHALTIC CONCRETE

ARV AIR RELIEF VALVE

AT ANTI-TERRORISM

ARCH ARCHITECTURAL

ARV AIR VALVE

AWWA AMERICAN WATER WORKS ASSOCIATION

BC BOTTOM CURB

BFP BACK FLOW PREVENTER

BLDG BUILDING

BLK BLOCK

BW BOTTOM WALL

CATV CABLE TELEVISION

CB CATCH BASIN

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CI CAST IRON

CL CHAIN LINK

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COMM COMMUNICATION

CONC CONCRETE

CONN CONNECTION

CONT CONTINUATION

COR CONTRACTING OFFICER REPRESENTATIVE

CORP CORPORATION

COSA CONTRACTOR'S OPERATIONS AND STORAGE AREA

CRM CONCRETE RUBBLE MASONRY (ROCK) WALL

CW CHILLED WATER

D DRAIN

DET DETAIL

DIA DIAMETER

DI DRAIN INLET/DUCTILE IRON

DS DOWN SPOUT

DWGS DRAWINGS

E ELECTRICAL

ELEC ELECTRIC

ELEV ELEVATION

ES EACH SIDE

EXIST EXISTING

FF FINISH FLOOR

FG FINISH GRADE

FH FIRE HYDRANT

FT FEET/FOOT

G GAS

GDI GRATED DRAIN INLET

GW GUY WIRE

GP GUARD POST

H HEIGHT

HB HOSE BIB

HP HIGH PRESSURE

HW HOT WATER

IV/ICV IRRIGATION VALVE

INV INVERT

IPT INSIDE PIPE THREAD

IRR IRRIGATION

LAT LATERAL

LP LIGHT POLE

MAX MAXIMUM

MECH MECHCANICAL

MH MANHOLE

MIN MINIMUM

O/H OVERHEAD

OC ON CENTER

OD OUTSIDE DIAMETER

PBX PANEL BOX / PULL BOX

PBX PANEL BOX/PULL BOX

PCT PERCENT

POC POINT OF CONTRACT

PSI POUNDS PER SQUARE INCH

PSL PEDESTRIAN SIGNAL LIGHT

PVC POLYVINYL CHLORIDE

RC REINFORCED CONCRETE

REINF REINFORCED

REF REFLECTOR

REQ'D REQUIRED

RP BFP REDUCED PRESSURE BACKFLOW PREVENTER

S SLOPE/SEWER

SDMH STORM DRAIN MANHOLE

SFM SEWER FORCE MAIN

SL STREET LIGHT/SEWERLINE

SLB STREET LIGHT BOX

SMH SEWER MANHOLE

SPR SPRINKLER

SQ SQUARE

SS STAINLESS STEEL

ST STREET

STA STATION

SWPPP STORM WATER POLLUTION PREVENTION PLAN

TC TOP CURB

TEMP TEMPORARY

TS TOP STEM

TEL TELEPHONE

TS TOP SLAB OR SIDEWALK/TOP STEM

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)

VCP VITRIFIED CLAY PIPE

W WATER

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

W

NEW

FIRE LINE, SIZE

GAS LINE

FLOW

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

S O

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D A

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C O

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D R

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I S

S U

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B

C

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2 3 4 5 6 7 8 9 10

SHEET ID

%PRODUCTION DATA 1%

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

US Army Corps of Engineers

U S

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C

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N

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

EXP. DATE 4/30/2020

HOT WATERLINE

HW

G G

1" GAS

S6

W4

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

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S I Z

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B M

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D A

T E

C O

N T

R A

C H

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D

B

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D R

A W

N

B

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I S

S U

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D

A T

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B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

%PRODUCTION DATA 1%

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

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R E

G I O

N A

L

E

N G

I N

E E

R I N

G

C

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I N

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D

I S

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

EXP. DATE 4/30/2020

V

I L

N

O T

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 REFFERED 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.

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

NORTH OF BUILDING 130. 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.

14. THE CONTRACTOR SHALL NOT PARK VEHICLES, INCLUDING POVS ANYWHERE EXCEPT IN DESIGNATED

COSA AREA.

CIVIL UTILITY NOTES:

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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. ROAD/PARKING LOT CLOSURE REQUIREMENTS:

A. ONLY ONE SECTION OF ROADWAY SHALL BE ALLOWED TO BE CLOSED OFF AT ONE TIME

FOR PARKING LOT CONSTRUCTION WORK. (PROPOSED DETOUR ROUTES FOR ALL

ROAD CLOSURES SHALL BE SUBMITTED WITH THE CONTRACTOR'S TRAFFIC CONTROL

PLAN. BOTH PLANS SHALL BE APPROVED BY THE CONTRACTING OFFICER.)

B. FOR ALL UTILITY AND OTHER WORK AFFECTING EXISTING ROADS (NOT OTHERWISE

AFFECTED BY CONSTRUCTION WORK): NO MORE THAN ONE BLOCK OF ROADWAY

SHALL BE BLOCKED OFF AT ONE TIME AND ONE LANE OF TRAFFIC SHALL BE

MAINTAINED AT ALL TIMES. FLAGMEN SHALL BE USED, AS REQUIRED, TO DIRECT

TRAFFIC AROUND THE WORK SITE.

C. ALL ROADS AND PARKING LOTS REQUIRING CLOSURE TO FACILITATE CONSTRUCTION

OPERATIONS SHALL BE REOPENED AT THE END OF EACH WORK DAY.

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

CONSTRUCTION.

5. 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.

6. 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.

7. CONTRACTOR TRAFFIC CONTROL PROCEDURES SHALL INCORPORATE THE FOLLOWING:

A. A MINIMUM ROADWAY WIDTH OF 10 FEET SHALL BE OPEN AT ALL TIMES.

B. AT THE END OF EACH DAY'S WORK OR AS SOON AS THE WORK IS COMPLETED, THE

CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL DEVICES NO LONGER NEEDED

TO PERMIT FREE AND SAFE PASSAGE OF PUBLIC TRAFFIC.

C. PROVIDE ADEQUATE, SAFE, NONSKID BRIDGING MATERIAL OVER TRENCHES IN

PAVEMENT AREAS TO HANDLE HS20-44 VEHICULAR TRAFFIC.

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

CONSTRUCTION PERIOD.

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.

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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…