DRAWINGS.pdf

US Army Corps of Engineers

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE AL 36602

MOBILE DISTRICT PROJECT CODE :

SOLICITATION NUMBER :

UNACCOMPANIED ENLISTED

PERSONNEL HOUSING

SOTO CANO AIR BASE, HONDURAS

M017EU44

W9127819R0028

MARCH 2019

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GENERAL

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LOCATION/VICINITY MAP

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ABBREVIATIONS

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LEGEND

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SURVEY

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EXISTING CONDITIONS

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SURVEY MONUMENTATION

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SURVEY MONUMENTATION

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CIVIL

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SITE DEMOLITION PLANS

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CD101

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SITE DEMOLITION PLANS

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CD102

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SITE LAYOUT

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CS101

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GRADING PLANS

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CG101

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PLAN AND PROFILE

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CP101

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TYPICAL SECTIONS

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CP301

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DETAILS

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CP501

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SIDEWALK DETAILS

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CP502

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BOLLARD DETAILS

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CP503

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OVERALL WATER & WASTEWATER PLAN

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CU101

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WATER UTILITY DETAILS

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CU501

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WATER UTILITY DETAILS

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CU502

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WATER AND SEWER UTILITY DETAILS

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CU503

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MANHOLE DETAILS(1 OF 2)

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CU504

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COVER SHEET

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INDEX OF DRAWINGS

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CIVIL

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ARCHITECTURAL

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FIRST FLOOR PLAN COMPOSITE

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ENLARGED FIRST FLOOR PLAN - AREA "A"

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ENLARGED FIRST FLOOR PLAN - AREA "B"

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SECOND FLOOR PLAN COMPOSITE

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ENLARGED SECOND FLOOR PLAN - AREA "A"

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ENLARGED SECOND FLOOR PLAN - AREA "B"

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THIRD FLOOR PLAN COMPOSITE

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ENLARGED THIRD FLOOR PLAN - AREA "A"

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ENLARGED THIRD FLOOR PLAN - AREA "B"

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ROOF PLAN, RISER AND ROOF PLAN

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NORTH AND WEST ELEVATIONS

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SOUTH AND EAST ELEVATIONS

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WALL SECTIONS

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GENERAL NOTES

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INDEX OF DRAWINGS

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EXISTING CONDITIONS SCHEDULES

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EXISTING UTILITIES

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VU101

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SITE LAYOUT, MONUMENT RELOCATION

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CS401

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CG201

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CG501

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CG502

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CG503

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CG601

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CG701

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CG702

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DRAINAGE PROFILE

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DRAINAGE DETAILS

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BMP DETAILS

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DRAINAGE SCHEDULE

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BMP PLAN PHASE 1

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BMP PLAN PHASE 2

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DRAINAGE DETAILS

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TRAFFIC CONTROL DETAILS

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CP504

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PAVEMENT MARKING AND SIGN DETAILS

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CP505

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CU100

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OVERALL UTILITY PLAN

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SANITARY SEWER PROFILES

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CU201

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MANHOLE DETAILS(2 OF 2)

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CU505

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STRUCTURAL

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GENERAL STRUCTURAL NOTES

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FOUNDATION PLAN

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FOUNDATION PLAN

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SECOND FLOOR FRAMING PLAN

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SECOND FLOOR FRAMING PLAN

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THIRD FLOOR FRAMING PLAN

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THIRD FLOOR FRAMING PLAN

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ROOF FRAMING PLAN

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ROOF FRAMING PLAN

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FIRE PUMP BUILDING PLANS AND SECTIONS

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ENLARGED PLANS

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ENLARGED PLANS

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TYPICAL CONCRETE DETAILS

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TYPICAL CONCRETE DETAILS

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FLOOR FRAMING DETAILS

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TYPICAL MASONRY DETAILS

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FOUNDATION SECTIONS

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FOUNDATION SECTIONS

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FLOOR FRAMING SECTIONS

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ROOF FRAMING SECTIONS AND DETAILS

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FLOOR FRAMING SECTIONS

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ROOF FRAMING SECTIONS AND DETAILS

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ROOF FRAMING SECTIONS AND DETAILS

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ROOF FRAMING SECTIONS AND DETAILS

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TYPICAL MASONRY DETAILS

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ROOF FRAMING DETAILS

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GENERAL NOTES, ABBREVIATIONS

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FIRST AND SECOND FLOOR REFLECTED CEILING PLAN

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THIRD FLOOR REFLECTED CEILING PLAN

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FIRE PUMP BUILDING WALL SECTIONS AND DETAILS

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ARCHITECTURAL CONTINUED

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WALL SECTIONS

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WALL SECTIONS

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ENLARGED CORE PLANS

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STAIR PLAN, SECTIONS, AND DETAILS

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MISCELLANEOUS DETAILS

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ROOF DETAILS

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WALL TYPES

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FIRST FLOOR DOOR SCHEDULE

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DOOR DETAILS

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SECOND FLOOR DOOR SCHEDULE

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THIRD FLOOR DOOR SCHEDULE

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WINDOW DETAILS

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INTERIORS

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FIRST FLOOR

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SECOND FLOOR

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THIRD FLOOR

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TYPICAL SIGNAGE PLAN

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ENLARGED DORM FURNITURE LAYOUT PLAN

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FIRST FLOOR FINISH SCHEDULE

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SECOND FLOOR FINISH SCHEDULE

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THIRD FLOOR FINISH SCHEDULE

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FIRE PROTECTION

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FL100

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FIRST FLOOR - LIFE SAFETY PLAN

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FIRE ALARM & MASS NOTIFICATION LEGEND

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FIRE ALARM & MASS NOTIFICATION PLAN FIRST FLOOR - AREA "A"

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FA101

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FIRE ALARM & MASS NOTIFICATION PLAN FIRST FLOOR - AREA "B"

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FA102

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FIRE ALARM & MASS NOTIFICATION PLAN FIRST FLOOR - AREA "A"

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FA103

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FIRE ALARM & MASS NOTIFICATION PLAN FIRST FLOOR - AREA "B"

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FIRE ALARM & MASS NOTIFICATION PLAN FIRST FLOOR - AREA "A"

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FIRE ALARM & MASS NOTIFICATION PLAN FIRST FLOOR - AREA "B"

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FA106

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FIRE ALARM & MASS NOTIFICATION RISER DIAGRAMS & MATRICES

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FA601

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FIRE ALARM & MASS NOTIFICATION DETAILS

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FA501

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FX001

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FX102

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FIRE SUPPRESSION

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FIRE SUPPRESSION FIRST AND SECOND FLOOR PLANS

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FIRE SUPPRESSION THIRD FLOOR PLAN

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FIRST AND SECOND AIR BARRIER PLAN

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THIRD FLOOR AIR BARRIER PLAN AND BUILDING SECTION

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FIRST AND SECOND AIR BARRIER PLAN

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THIRD FLOOR AIR BARRIER PLAN AND BUILDING SECTION

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FL101

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SECOND AND THIRD FLOOR - LIFE SAFETY PLAN

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FIRE PUMP LAYOUT

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ELECTRICAL DISTRIBUTION DETAILS

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ES501

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ES502

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EP603

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EP604

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EP605

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LIGHTNING PROTECTION PLAN

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LIGHTNING PROTECTION ELEVATIONS

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EG401

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LIGHTNING PROTECTION DETAILS

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LIGHTING LEGEND

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LIGHTING PLAN FIRST FLOOR - AREA "A"

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LIGHTING PLAN FIRST FLOOR - AREA "B"

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LIGHTING PLAN SECOND FLOOR - AREA "A"

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LIGHTING PLAN SECOND FLOOR - AREA "B"

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LIGHTING PLAN THIRD FLOOR - AREA "A"

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LIGHTING PLAN THIRD FLOOR - AREA "B"

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EL106

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LIGHTING FIXTURES SCHEDULES & DETAILS

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EL501

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POWER LEGEND

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EP001

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POWER PLAN FIRST FLOOR - AREA "A"

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EP101

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POWER PLAN FIRST FLOOR - AREA "B"

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EP102

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POWER PLAN SECOND FLOOR - AREA "A"

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EP103

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POWER PLAN SECOND FLOOR - AREA "B"

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EP104

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POWER PLAN THIRD FLOOR - AREA "A"

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EP105

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POWER PLAN THIRD FLOOR - AREA "B"

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EP106

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POWER DETAILS

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EP501

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ELECTRICAL RISER DIAGRAM

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EP601

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PANEL SCHEDULES

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EP602

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ELECTRICAL & TELECOMMUNICATIONS SITE LEGEND

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MECHANICAL

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HVAC LEGEND

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HVAC PLAN

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HVAC PLAN

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HVAC SCHEDULES

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HVAC BUILDING SECTION

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HVAC CONTROLS

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HVAC CONTROLS

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HVAC ISOMETRIC

AutoCAD SHX Text M-901

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TELECOMMUNICATIONS OSP DETAILS

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ES503

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ELECTRICAL DISTRIBUTION DETAILS

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ELECTRICAL DISTRIBUTION RISER DIAGRAM

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ES601

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ES602

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TELECOMMUNICATIONS OSP RISER DIAGRAM

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LIGHTING FIXTURES SCHEDULES & DETAILS

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EL502

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PANEL SCHEDULES

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PANEL SCHEDULES

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PANEL SCHEDULES

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TELECOMMUNICATION SYSTEMS LEGEND

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ET001

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FIRST FLOOR TELECOMMUNICATION SYSTEMS PLAN - AREA "A"

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ET101

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FIRST FLOOR TELECOMMUNICATION SYSTEMS PLAN - AREA "B"

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ET102

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SECOND FLOOR TELECOMMUNICATION SYSTEMS PLAN - AREA "A"

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ET103

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SECOND FLOOR TELECOMMUNICATION SYSTEMS PLAN - AREA "B"

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ET104

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THIRD FLOOR TELECOMMUNICATION SYSTEMS PLAN - AREA "A"

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ET105

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THIRD FLOOR TELECOMMUNICATION SYSTEMS PLAN - AREA "B"

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ET106

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TELECOMMUNICATION SYSTEMS DETAILS

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ET501

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TELECOMMUNICATION SYSTEMS DETAILS

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ET502

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TELECOMMUNICATION SYSTEMS DETAILS

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ET503

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TELECOMMUNICATIONS

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TELECOMMUNICATION SYSTEMS RISER DIAGRAM

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ET601

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CATHODIC PROTECTION DETAILS

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EC501

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EC502

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CATHODIC PROTECTION DETAILS

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EC503

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CATHODIC PROTECTION DETAILS

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PLUMBING

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PLUMBING NOTES, LEGEND, AND SCHEDULE

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PLUMBING FLOOR PLAN

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PLUMBING FLOOR PLAN

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PLUMBING RISERS

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PLUMBING DETAILS

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PLUMBING DETAILS

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PLUMBING ENLARGED PLANS

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PLUMBING ISOMETRIC

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ELECTRICAL & TELECOMMUNICATIONS SITE DEMOLITION PLAN

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LIGHTING CONTROL DIAGRAMS & DETAILS

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EL503

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IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

SI

ZE

SU

BM

IT

TE

D B

Y:

C O

N

TR

AC

T

N O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

M O

BI

LE

D

IS

TR

IC

T M

O

BI

LE

, A

LA

BA

M A

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

PR

O

JE

C

T N

U M

BE

R

FI

LE

N

AM

E:

A

F

G

H

I

J

K

L

M

Q T

U

W

X

G G.C.O.

G.V.

GA

GAL

GALV

GCAB

GEN

GI

GL

GOVT.

GPM

GR

GRND

GRTG

GRVL

GTD

GWB

GWT

GYP

GAS

GROUND CLEANOUT

GATE VALVE

GAUGE

GALLON

GALVANIZED

GRADED CRUSHED AGGREGATE

BASE / SURFACE

GENERAL

GALVANIZED IRON

GLASS

GOVERNMENT

GALLONS PER MINUTES

GRADE

GROUND

GRATING

GRAVEL

GRADE TO DRAIN

GYPSUM WALLBOARD

GLAZED WALL TILE

GYPSUM

HP

HPW

HR

HSB

HSGYP

HT

HTG

HTR

HW

HWH

HWR

HWRR

HWS

HYD

I OR FE

I.D.

I.P.

IAW

IBC

IC

IE

IES

IESCR

IN

INSUL.

INT

INV

IRH

IS

IRON

INSIDE DIAMETER

IRON PIPE

IN ACCORDANCE WITH

INTERNATIONAL BUILDING CODE

INTERCOM

INVERT ELEVATION

ILLUMINATING ENG. SOCIETY

INTERUPTING ELECTRICAL

SHORT CIRCUIT RATING

INCH

INSULATION

INTERIOR

INVERT

INFRA-RED HEATER

INDUSTRIAL SEWER

JB

JC

JCT

JST

JT

K

KIT

KL

KP

KSF

KSI

KV

KVA

KVAR

KW

KWH

JUNCTION BOX

JANITOR CLOSET

JUNCTION

JOIST

JOINT

ALGEBRAIC DIFFERENCE IN

GRADE / LENGTH VERTICAL CURVE

KITCHEN

KEY LOCK

KICK PLATE

KIPS/SQUARE FOOT

KIPS/SQUARE INCH

KILOVOLTS

KILOVOLT AMPERES

KILOVOLT AMPERES REACTIVE

KILOWATTS

KILOWATT HOUR METER

OA

OB WG

OBGL

OBSC

OC

OD

OFF.

OH

OPNG

OPP

OPP. HD.

OPS

OSP

OVSCP

OWS

OUTSIDE AIR

OBSCURE WIRE GLASS

OBSCURE GLASS

OBSCURE

ON CENTERS

OUTSIDE DIMENSION

OFFICE

OVERHEAD

OPENING

OPPOSITE

OPPOSITE HAND

OPERATIONS

OUTSIDE PLANT CABLE

OVERFLOW SCUPPER

OIL WATER SEPARATORL

LAU

LAV

LBR

LBS

LD

LDG

LG

LIN

LIS

LLH

LLV

LNDG

LNTL

LONG

LP

LPS

LT

LT. WT.

LVC

LUMEN

LAUNDRY

LAVATORY

LUMBER

POUND

LOAD

LOADING

LENGTH

LINEAR

LAWN IRRIGATION SYSTEM

LONG - LEG HORIZONTAL

LONG - LEG VERTICAL

LANDING

LINTEL

LONGITUDINAL

LOW POINT

LIGHT PROOF SHADE

LIGHT

LIGHT WEIGHT

LENGTH VERTICAL CURVE

POLE

PLASTIC LAMINATE

PRESTRESSED

PUBLIC ADDRESS

PANIC BOLT

PUSH BUTTON STATION

PORTLAND CEMENT CONCRETE

PAVEMENT DRAIN

PERFORATED

PHASE

POINT OF INTERSECTION

POST INDICATOR VALVE

PLATE

PLASTER

PLATFORM

PLUMBING

PILING

PLYWOOD

PANEL

PANEL BOARD

POLISH

PORCELAIN

POINT OF BEGINNING

POWER POLE

PAIR

PREFABRICATED

PROJECTION

PROPOSED

PARAPET

PRESSURE REGULATING VALVE

POUNDS/SQUARE FOOT

POUNDS/SQUARE INCH

POINT

PAINTED

PAVEMENT

QUANTITY DISTANCE

QUARTER ROUND

QUARRY TILE

QUART

QUARTERS

METAL

MANUFACTURING

MANUFACTURE

MOTOR GENERATOR

MANHOLE

MAHOGANY

MINIMUM

METAL LATH

MOULDING

MASONRY OPENING

MONUMENT

MONOLITHIC

MOTOR

MASTIC

METAL THRESHOLD

MOUNTED

MOUNTAIN

MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES

MONITORING WELL

NORTH

NATIONAL ELECTRICAL CODE

NATIONAL ELECTRICAL

MANUFACTURERS'

ASSOCATION

NOT IN CONTRACT

NOTICE OF INTENT

NOTICE TO PROCEED

MET.

MFG

MFR

MG

MH

MHGY

MIN

ML

MLDG

MO

MON

MONO

MOT

MSTC

MT

MTD

MTN

MUTCD

MW

N

NEC

NEMA

NIC

NOI

NTP

THOUSAND

MATCHED & BEADED

MACHINE

MASONRY

MATERIAL

MAXIMUM

MEDICINE CABINET

THOUSAND CIRCULAR MILLS

MATCH EXISTING

MECHANICAL

MITERED END SECTION

M M & B

MACH

MAS

MAT

MAX

MC

MCM

ME

MECH

MES

V

U.S.

UC

UG

UGE

UH

UIP

UL

UNEX

UNFIN

UNO

UPSTR

UT

UV

V

VB

VC

VCP

VCT

VENT

VERT

VFDU

VOL

VS

VTR

UNITED STATES

UNIT COOLER

UNDERGROUND

UNDERGROUND ELECTRIC

UNIT HEATER

USE IN PLACE

UNDERWRITERS' LABORATORIES

UNEXCAVATED

UNFINISHED

UNLESS NOTED OTHERWISE

UPSTREAM

UTILITY

UNIT VENTILATOR

VOLT

VINYL BASE

VINYL-WALL COVERING

VITRIFIED CLAY PIPE

VINYL COMPOSITION TILE

VENTILATION or VENTILATOR

VERTICAL

VARIABLE FREQUENCY

DRIVE UNIT

VOLUME

VENT STACK

VENT THRU ROOF

Y

T T.O.

TA

TAB

TAN.

TAP

TBD

TBR&R

TCP

TEL

TEMP

TER

TERM

TGL

TH

THERMO

THK

TOC

TOIL.

TOPO

TOS

TP

TTB

TV

TYP

TREAD

TOP OF

TRAINING AREA

TOP AND BOTTOM

TANGENT

WATTAGE TAP

TO BE DETERMINED

TO BE REMOVED AND REPLACED

TRAFFIC CONTROL PLAN

TELEPHONE

TEMPERATURE

TERRAZZO

TERMINAL

TOGGLE

THRESHOLD

THERMOSTAT

THICK

TOP OF CONCRETE

TOILET

TOPOGRAPHY

TOP OF STEEL

TEST PIT

TELE TERMINAL BOARD

TELEVISION

TYPICAL

B & B

BM

BATT

BCE

BDY

BIT

BL

BLDG

BLDG. DIR

BLK

BLKG

BM

BOC

BOF

BOS

BOT

BRCG

BRDG

BRG

BRKT

BT

BTU

BTUH

BVCE

BVCS

BALL AND BURLAP

BEGIN BENCH MARK

BATTEN INSULATION

BASE CIVIL ENGINEER

BOUNDARY

BITUMINOUS

BUILDING LINE

BUILDING

BUILDING DIRECTORY

BLOCK

BLOCKING

BEAM

BACK OF CURB

BOTTOM OF FOOTING

BOTTOM OF STEEL

BOTTOM

BRACING

BRIDGING

BEARING

BRACKET

BENT

BRITISH THERMAL UNIT

BTU PER HOUR

BEGIN VERTICAL CURVE

ELEVATION

BEGIN VERTICAL CURVE STATION

P

P. LAM.

P/S

PA

PAN. B

PBS

PCC

PD

PERF

PH or 0

PI

PIV

PL

PLAS

PLATF

PLBG

PLG

PLY WD

PNL

PNL BD

POL

PORC

POB

PP

PR

PREFAB

PROJ

PROP

PRPT

PRV

PSF

PSI

PT

PTD

PVMT

QD

4 RD

Q.T.

QT

QTERS

S S.D.

S.ST.

S/W

SA

SAF

SB

SCHD

SCP

SCR

SCUT

SD

SDMH

SEC

SECY

SEQ

SFU

SHT

SHTHG

SIM

SM

SPA

SPDT

SPEC

SPF

SPH

SPKR

SPL

SQ

SQUAD

SR

SS

SSMH

SSMR

ST

STA

STD

STF

STGR

STL

STN

STOR

STR

STWY

SU

SUB FL

SUSP

SW

SWPPP

SYMM

A/C

AB

ABT

AC

ACSR

ACST

AD

AFF

AFFF

AFG

AGG

AHU

AI

AIC

AL

ALT

AMP

AP

APPD

APPROX

ARCH

ASPH

ASWG

ATC

AUTO

AVE

AVG

AT

AMPS INTERRUPTING

CAPACITY (SYM RMS)

ANCHOR BOLT

ABOUT

ALTERNATING CURRENT

ALUMINUM CONDUCTOR

STEEL REINFORCED

ACOUSTIC

ACCESS DOOR OR

AREA DRAIN

ABOVE FINISH FLOOR

AQUEOUS FILM-FORMING FOAM

ABOVE FINISH GRADE

AGGREGATE

AIR HANDLING UNIT

AREA INLET

AMPS INTERRUPTING

CAPACITY (SYM RMS)

ALUMINUM

ALTERNATE

AMPERE

ACCESS PANEL

APPROVED

APPROXIMATE

ARCHITECTURAL

ASPHALT

AMERICAN WIRE GAUGE

ACOUSTICAL TILE CEILING

AUTOMATIC

AVENUE

AVERAGE

d D D&M D or DBL D.C.J.

D.I.

DA

DB

DC

DCJT

DCL

DDESB

DEG

DEPR

DEPT

DF

DH

DHWR

DHWS

DIA or ~

DIAG

DIAPH

DIM

DIST

DN STR

DO

DOIM

DOM

DP

DPST

DR

DS

DTL

DWD

DWG

DWLS

PENNY (as in nail-10d)

DATUM OR DRYER

DRESSED & MATCHED

DOUBLE

DOWELED CONTROL JOINT

DUCTILE IRON

DOUBLE ACTING

DRY BULB

DIRECT CURRENT

DUMMY CONTROL JOINT

DOOR CLOSER

DEPT. DEFENSE EXPLOSIVE

SAFTETY BOARD

DEGREE

DEPRESSION

DEPARTMENT

DRINKING FOUNTAIN

DOUBLE HUNG

DOMESTIC HOT WATER

RETURN

DOMESTIC HOT WATER

SUPPLY

DIAMETER

DIAGONAL

DIAPHRAGM

DIMENSION

DISTRIBUTION

DOWN STREAM

DOOR OPENING

DIVISION OF INFORMATION

MANAGEMENT

DOOR OPERATOR MOTOR

DAMPPROOFING

DOUBLE POLE SNGL THROW

DRAIN

DOWN SPOUT

DETAIL

DRINKING WATER DISPENSER

DRAWING

DOWELS

E

EA

EF

EOC

EOP

EL/ELV

EAST

EACH

EXHAUST FAN

EDGE OF CURB

EDGE OF PAVEMENT

ELEVATION (GRADE or BLDG)

FAHRENHEIT

FEET PER MINUTE

FAR SIDE OR FULL SIZE

FRESH AIR

FAN COIL UNIT

FOOT CANDLE

FACING

FOUNDATION

FIRE EXTINGUISHER CABINET

FINISH FLOOR

FINISH GRADE

FIRE HYDRANT

FIRE HOSE CABINET

FIGURE

FINISH

FIXTURE

FLOOR

FLASHING

FLOORING

FLUORESCENT

FIBER OPTIC CABLE

FIRE PROTECTION

FIRE PROOF

FRAME OR FIRE RATED

FEET OR FINNED TUBE

FOOTING

FURRING

F F.P.M.

F.S.

FA

FCU

FC

FCG

FDN

FEC

FF

FG

FH

FHC

FIG

FIN.

FIX.

FL

FLASH.

FLG

FLUOR

FOC

FP

FPRF

FR

FT

FTG

FURR'G

H.PT.

H.S.

HB

HBD

HDW

HDR

HTR

HEP

HMA

HOA

R R.D.

R.S.

RA

RAD or R

RB

RC

RC

RCB

RCP

RCVR

RD

RD OR ~

RECP

RECR

REF or RE:

REFR

REG

REINF

REM

REQ'D

REQMTS

REV

RGE

RGH

RM

ROW

RUB

RISER

ROOF DRAIN

ROOF SCUTTLE

RETURN AIR

RADIUS

RUBBER BASE

RADIATOR CONVECTOR

REMOTE CONTROL

REINFORCED CONCRETE BOX

REINFORCED CONCRETE PIPE

RECEIVER

ROAD

ROUND

RECEPTACLE

RECREATION

REFERENCE

REFRIGERATOR

REGISTER OR REGULAR

REINFORCEMENT

REMOVABLE

REQUIRED

REQUIREMENTS

REVISIONS

RANGE

ROUGH

ROOM

RIGHT OF WAY

RUBBER

SOUTH

SUPPLY DIFFUSER

STAINLESS STEEL

SIDEWALK

SUPPLY AIR

SUPPLY AIR FAN

SPLASH BLOCK

SCHEDULE

SCUPPER

SCREW

SCUTTLE

STORM DRAIN

STORM DRAIN MANHOLE

SECTION

SECRETARY

SEQUENCE

STRUCTURAL FACING UNIT

SHEET

SHEATHING

SIMILAR

SAND SILTY SAND

POORLY GRADED

SPACING

SINGLE POLE DBL THROW

SPECIFICATIONS

SOUNDPROOF

SPACE HEATER

SPEAKER

SPECIAL

SQUARE

SQUADRON

SUPPLY REGISTER

SANITARY SEWER

SANITARY SEWER MANHOLE

STRUCTURAL STANDING

SEAM METAL ROOF PANELS

STRAND

STATION

STANDARD

STIFFENER

STRINGER

STEEL

STONE

STORAGE

STRUCTURAL

STAIRWAY

SPARE UNIT

SUB FLOOR

SUSPENDED

SWITCH

STORMWATER POLLUTION

PREVENTION PLAN

SYMMETRICAL

W W.E.

W.I.

W/ W/O

WB

WC

WD

WF

WH

WHM

WKS

WL

WP

WPF

WPFG

WRB

WS

WSA

WT

WV

WWF

XFMR

Y.D.

YD

WEST

WATER ELEVATION

WROUGHT IRON

WITH

WITHOUT

WET BULB

WATER CLOSET

WOOD

WIDE FLANGE

WALL HYDRANT

WATT HOUR METER

WORK SHOP

WATER LINE

WEATHER PROOF

WATER PROOF

WATER PROOFING

WARDROBE

WASTE STACK

OR WEATHER STRIPPING

WEAPON STORAGE AREA

WEIGHT

WATER VALVE

WELDED WIRE FABRIC

TRANSFORMER

YARD DRAIN

YARD

HIGH POINT

HIGH STRENGTH

HOSE BIBB

HARDBOARD

HARDWARE

HEADER

HEATER

HORIZONTAL ELLIPTICAL PIPE

HOT MIX ASPHALT

HANDS OFF AUTO

HORSE POWER

HIGH PRESSURE WASHER

HOUR

HIGH STRENGTH BOLT

HIGH-STRENGTH GYPSUM

PLASTER

HEIGHT

HEATING

HEATER

HOT WATER

HOT WATER HEATER

HOT WATER RETURN

HOT WATER RETURN

HOT WATER SUPPLY

HYDRAULIC

CLOS

CMP

CMT

CMU

CNTR

CO

COL

COM

COMB

COMB.

COMM

COMP

CONC

CONN

CONSTR

CONT.

COR

CORR

COV

CP

CPL

CPS or

CRES

CRG

CRS

CSK

CSO

CTB

CTR

CTRL

CTU

CU

CU YD

CUH

CV

CW

CWR

CWRR

CWS

CYL

CLOSED

CORRIGATED METAL PIPE

CERAMIC MOSAIC TILE

CONCRETE MASONRY UNITS

COUNTER

CLEANOUT

COLUMN

COMMON

COMBINATION

COMBUSTION

COMMUNICATIONS

COMPRESSIBLE

CONCRETE

CONNECTOR

CONSTRUCTION

CONTINUOUS

CONTRACTING OFFICERS

REPRESENTATIVE

CORRIDOR

COVERED

CONCRETE PIPE

CEMENT PLASTER

CYCLES PER SECOND

CORROSIVE RESISTANT STEEL

CARRIAGE

COURSE

COUNTERSUNK

COMBINATION SEWER OUTFLOW

CEMENT TREATED BASE

CENTER

CONTROL

CERAMIC TILE UNGLAZED

CONDENSING UNIT

CUBIC YARDS

CABINET UNIT HEATER

CEILING VENT

COLD WATER

CHILLED WATER RETURN

CHILLED WATER REVERSE

RETURN

CHILLED WATER SUPPLY

CYLINDER

CENTER LINE

CENTER TO CENTER

CURB & GUTTER

CONDUIT (for raceway)

CAST IRON

CORPS OF ENGINEERS

CONTRACTING OFFICER

REPRESENTATIVE

CABINET

CAPACITY

CATCH BASIN

CLOSED CELL SPRAY FOAM INSUL.

COVER ELEVATION

CEMENT

CUBIC FEET PER MINUTE

CORNER GUARD

CURB INLET

CIRCULAR

CONSTRUCTION JOINT

CHECKED

CIRCUIT

CENTER LINE

CLEARANCE

CEILING

CAULKING

CRUSHED LIMEROCK BASE

{ or CL

C TO C

C&G C. or CND C.I.

C.O.E C.O.R

CAB

CAP

CB

cc:SPF

CE

CEM

CFM

CG

CI

CIR

CJ

CKD

CKT

CL

CL

CLG

CLKG

CLR

ELEC

EM

ENCL

ENG.

ENT

EOC

EOD

EP / EOP

EQ

EQUIP

ERP

EST

EW

E.W.C.

EXC

EXIST

EXP

EXPN

EXT

EVCE

EVCS

ELECTRICAL OR ELECTRIC

EMERGENCY

ENCLOSURE

ENGINEERING

ENTRANCE

EDGE OF CURB

EXPLOSIVE ORDINANCE DISPOSAL

EDGE OF PAVEMENT

EQUAL

EQUIPMENT

ENVIRONMENTAL RESOURCE

PERMIT

ESTIMATE

EACH WAY

ELECTRIC WATER COOLER

EXCAVATE

EXISTING

EXPOSED

EXPANSION

EXTERIOR

END VERTICAL CURVE ELEVATION

END VERTICAL CURVE STATION

R

S

P

O

N

E

D

KE

S

JL

L

JL

L

LE

G

EN

D

M

7E U

C

-0

.d w g

C-003

TABLE 1: DISCIPLINE DESIGNATOR

GENERAL NOTES

MANHOLE SELF EXPLANATORY

DEPENDING ON TYPE OF UTILITY LINE

GATE VALUE & VALVE BOX

MT

GAS MAIN

SURVEY/EXISTING CONDITIONS LEGEND

N 98.8

E 59.7 NORTHING - EASTING LABEL

DEMOLITION / REMOVAL LEGEND

WATER LINE FLUSHING HYDRANT &

VALVE ON 3" WATER LINE

BARREL TYPE FIRE HYDRANT &

VALVE ON 6" WATER LINE

REDUCED PRESSURE BACKFLOW

PREVENTER

LIFT STATION

FORCE MAIN

VALVE BOX

L

FIRE LANE

TEMPORARY BARRICADES

CONCRETE SIDEWALK

TREE REMOVAL

BUILDING, SLAB SLAB FOUNDATION ASPHALT PAVEMENT

CONCRETE SIDEWALK (120MM THICK) WATER AND SEWER LINE

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT

TO THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXENT APPLICABLE

2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY APPEAR IN THIS

SET OF DRAWINGS TO INDICATE SPECIFIC CONDTIONS IN LIEU OF SYMBOLS SHOWN

ON THIS SHEET.

SANITARY SEWER MANHOLE

100mm WL

TEMPORARY

BENCHMARK

BENCHMARK

HOSE BIBB

SOIL BORING

POWER POLE

SPOT LIGHT

LIGHT POLEL

BOLLARD

SANITARY SEWER

MANHOLE OR BOX

STORMWATER

MANHOLE OR BOX

WATER VALVE

WATER VALVE BOX

WATER METER

FIRE HYDRANT

WATER PUMP

WATER LINE

DITCH CENTERLINE

CHAINLINK FENCE

STORMDRAIN PIPE

SANITARY SEWER FORCE

MAIN

VEGETATION - TREE

GUYWIRE

SANITARY SEWER LINE

POWER POLE

WITH TRANSFORMERT

JERSEY BARRIER

SANITARY SEWER

CLEANOUT

PEDESTAL LIGHT

WOOD BOARD FENCE

ELECTRICAL PANEL BOARD

OR ELECTRICAL PULL BOX

COMMUNICATIONS DUCT

BANK MARKER (CONCRETE)

SIGN (SINGLE OR DOUBLE POST)

STORM DRAINAGE GRATE INLET

COMMUNICATIONS BOX OR CABINET

FIRE ALARM BOX

AC UNIT

CONDUIT - EMPTY

(NO LINES IN CONDUIT)

ELECTRICAL - UNDERGROUND

(LOW VOLTAGE)

ELECTRICAL - UNDERGROUND

(MEDIUM VOLTAGE)

ELECTRICAL - OVERHEAD

(MEDIUM VOLTAGE)

ELECTRICAL - OVERHEAD

(LOW VOLTAGE)

ELECTRICAL - OVERHEAD

(HIGH VOLTAGE)

COMMUNICATIONS - OVERHEAD

(GENERIC - UNKNOWN TYPE)

COMMUNICATIONS - UNDERGROUND

(GENERIC - UNKNOWN TYPE)

ELECTRICAL - UNDERGROUND

(HIGH VOLTAGE)

BAR-XX-17

BM-XX

HOTMIX ASPHALT (HMA) FLEXIBLE

PAVEMENT SECTION

SD

100mm SS

SF

HAUL ROAD

STORM DRAIN

CULVERT

DIRECTION OF DRAINAGE

SPOT GRADE ELEVATIONS

WD

X X

200mm FW

CURB INLET

AREA INLET

FLARED END SECTION

UNDERGROUND STEAM SUPPLY GAS METER

PROPERTY LINE MONUMENT

POST INDICATOR VALVE

US

G

FM

FIBER OPTIC - UNDERGROUND

FIBER OPTIC - OVERHEAD

TELEPHONE - UNDERGROUND

TELEPHONE - OVERHEAD

WASTE DRAIN

SECURITY FENCE

FIRE PROTECTION WATERLINE

GAS

GAS MAIN

CONTOUR

POV ROUTE

SUBDRAIN OUTLET LINE

DOMESTIC WATERLINE

SANITARY SEWER

SILT FENCE BARRIER

OVERHEAD HIGH VOLTAGE ELECTRIC

CIVIL LEGEND (PROPOSED)

SIGN

OBJECT MARKER

C- V-

VU

CD

CS

CG

CP

CU

GENERAL

SURVEY EXISTING CONDITIONS

SURVEY UTILITIES

CIVIL DEMOLITION

CIVIL SITE

CIVIL GRADING

CIVIL SITE PAVING

CIVIL SITE UTILITY

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SO

TO

C

AN

O A

IR

B

AS

E, H O

N D

U R

AS

U

N

AC

C O

M

PA

N

IE

D E

N

LI

ST

ED

P

ER

SO

N

N

EL

H O

U

SI

N G

FE

BR

U

AR

Y

- M

7E U

W

9R

D

ES

C R

IP

TI

O N

M

AR

K D

AT

E

US Army Corps of Engineers

SHEET ID

SO

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

SI

ZE

SU

BM

IT

TE

D B

Y:

C O

N

TR

AC

T

N O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

AN

SI

D

M O

BI

LE

D

IS

TR

IC

T M

O

BI

LE

, A

LA

BA

M A

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

PR

O

JE

C

T N

U M

BE

R

FI

LE

N

AM

E:

MANHOLE BODY

MANHOLE LID

NOTE:

MANHOLE LID ORITIETATION

SHALL BE IN THE DIRECTION AS

SHOWN ON CU101

BFP BACKFLOW PREVENTER

TREE PROTECTION

635.01

WATER AND SEWER LINE

PROJECT LIMITS (CLEAR & GRUB WITHIN LIMITS)

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GENERAL NOTES

1. NORMAL WORKING HOURS ARE DEFINED AS 0800 - 1700, MONDAY THRU FRIDAY. WORK SCHEDULED AFTER NORMAL WORKING HOURS SHALL BE SUBMITTED IN WRITING TO THE COR 30 DAYS IN ADVANCE OF THE WORK TO BE PERFORMED SO THAT BASE OPERATIONS CAN COORDINATE. SUBMITTAL DOES NOT GUARANTEE

APPROVAL.

2. ALL CONTRACTOR VEHICLES AND PERSONNEL SHALL BE RESPONSIBLE FOR COORDINATING WITH THE BASE SECURITY OFFICE IN OBTAINING PROPER SECURITY CLEARANCE AND BADGING PRIOR TO ENTERING SECURE

AREAS.

3. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY SOTO CANO SECURITY POLICE WHEN ENTERING THE BASE AND MAY EXPERIENCE DELAYS. ALL VEHICLES ENTERING THE BASE MUST HAVE CURRENT/VALID REGISTRATION, CURRENT/VALID INSURANCE, AND CURRENT/VALID DRIVERS LICENSE FOR THE

OPERATOR.

4. CONTRACTOR SHALL PROVIDE AND INSTALL A PROFESSIONALLY PAINTED SIGN, MEETING CONTRACTING OFFICER APPROVAL, AT THE CONSTRUCTION ENTRANCE TO DIRECT MATERIAL SUPPLIERS AND EMPLOYEES TO

THE CONSTRUCTION SITE.

5. ALL PERSONNEL ENTERING SOTO CANO AIR BASE MUST HAVE A VALID PHOTO ID PER BASE SECURITY

REQUIREMENTS.

6. NON-CONSTRUCTION PEDESTRIAN TRAFFIC SHALL NOT BE ALLOWED INSIDE THE CONSTRUCTION LIMITS.

7. ALL CONSTRUCTION EQUIPMENT AND CONTRACTOR CONSTRUCTION VEHICLES SHALL BE MARKED WITH COMPANY PAINTED DESIGNS, INSIGNIAS OR OTHER COMPANY MARKINGS, WHICH ARE CLEARLY VISIBLE.

8. CONTRACTOR CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND IN ALARM

WHEN MOVING IN REVERSE. VEHICLES ACCESSING THE AIRFIELD MUST BE EQUIPPED WITH A

FLASHING/ROTATING AMBER LIGHT, AND BE OPERATING WHEN ON THE AIRFIELD.

9. ONLY RUBBER TIRED VEHICLES SHALL BE ALLOWED ON EXISTING PAVEMENT THAT IS TO REMAIN.

10. CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL EXISTING ROADWAYS AT ALL TIME WITHOUT DELAY TO EMERGENCY VEHICLE

RESPONSE TIME.

11. CONTRACTOR'S DRIVERS SHALL BE REQUIRED TO HAVE THE NECESSARY AIRFIELD DRIVING COURSE VIA BASE

OPERATIONS.

12. LOCATION OF CONTRACTOR'S STAGING AREA SHALL BE WITHIN THE SOTO CANO AB LAY DOWN AREA.

CONTRACTOR'S STAGING AREA SHALL BE SUBJECT TO APPROVAL OF CONTRACTING OFFICER'S

REPRESENTATIVE. AVAILABILITY OF CONTRACTOR'S STAGING AREA SHALL BE DEPENDENT ON TIMING OF OTHER

GOVERNMENT PROJECTS. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITY, THE CONTRACTOR'S

CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE PARKED IN THE CONTRACTOR'S STAGING AREA.

13. STAGING AREA AND ANY OTHER AREA DISTURBED BY CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION OF EXISTING SITE, SUBJECT TO THE APPROVAL OF THE

CONTRACTING OFFICERS REPRESENTATIVE.

14. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER'S REPRESENTATIVE ANY

GOVERNMENT-OWNED EQUIPMENT REQUIRING RELOCATION TO COMPLETE WORK.

15. THE CONTRACTOR SHALL TAKE THE STEPS TO ENSURE THAT PROJECT CONSTRUCTION ACTIVITY DOES NOT INTERFERE WITH REGULAR BASE OPERATIONS. REGULAR BRIEFINGS SHALL BE CONDUCTED BY THE CONTRACTOR WITH THE RESPONSIBLE BASE OFFICIALS FOR THE PURPOSE OF COORDINATING CONSTRUCTION ACTIVITIES AND SCHEDULED BASE OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INTERVAL (WEEKLY, BIWEEKLY, ETC.) FOR THE REQUIRED BRIEFINGS PRIOR TO COMMENCEMENT OF SITE CONSTRUCTION ACTIVITY. THE BASE COMMANDER AND/OR THE CONTRACTING OFFICER'S REPRESENTATIVE SHALL HAVE THE AUTHORITY TO IMMEDIATELY SUSPEND AUTHORIZATION TO WORK IN A PARTICULAR AREA OF THE SITE DURING MILITARY EMERGENCIES OR FOR BASE SECURITY REASONS.

16. CONTRACTOR IS REQUIRED TO SURVEY (USING PROJECT CONTROL AND DATUMS) ALL UTILITY LINES AND APPURTENANCES IMMEDIATELY AFTER INSTALLATION FOR UPDATING RED-LINE AS-BUILT DRAWINGS

MAINTAINED ON-SITE BY THE CONTRACTOR.

17. ALL CRANES COMING ON BASE MUST BE FIRST COORDINATED WITH COE/BASE TO GET FULL EXTENSION AND EXPECTED DURATION. THIS MUST BE SUPPLIED TO THE AIRFIELD PRIOR TO CRANE'S ARRIVAL. CONTRACTOR

MUST HAVE A TEMPORARY CRANE PERMIT IN HAND PRIOR TO ANY CRANE ACTIVITY.

18. UNLESS OTHERWISE DIRECTED, THE CONTRACTOR SHALL DISPOSE OF ALL WASTE AND UNSUITABLE MATERIAL

OFF BASE AT AN APPROVED DISPOSAL AREA.

COORDINATION NOTES

1. CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS WHILE JOB IS IN PROGRESS. THE SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE CONTRACTOR'S REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE SHALL BE

PROVIDED.

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CORDON OFF THE WORK AREAS AND STREET CROSSINGS

BY USING BARRICADES APPROVED BY THE CONTRACTING OFFICER, AS NEEDED.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF THE PROJECT AND THE EXPENSE THEREOF. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT NO IMPROVEMENTS ARE CONSTRUCTED ON

OFF-SITE PARCELS.

4. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF THE REQUIRED CONSTRUCTION CAN BE PERFORMED WITHIN THE AREA PROVIDED AND COMPLY WITH REQUIREMENTS OF THE SAFETY AND HEALTH REGULATIONS (OSHA) FOR CONSTRUCTION PROJECTS OF THIS TYPE. ANY SAFETY MEASURES OR METHOD OF CONSTRUCTION THAT IS NECESSARY IN THE CONSTRUCTION OF THIS PROJECT TO COMPLY WITH THESE

REGULATIONS IS THE CONTRACTOR'S RESPONSIBILITY.

SURVEY NOTES:

1. ALL DIMENSIONS ARE IN METERS (m), OTHERWISE AS INDICATED.

2. TOPOGRAPHIC SURVEY WAS PERFORMED BETWEEN OCTOBER 19, 2017 AND NOVEMBER 13, 2017 BY CIVIL ENGINEER DOUGLAS ESCOBAR, PROFESSIONAL LICENSE: 12728 (COLEGIO DE ING. DE GUATEMALA). ADDRESS: 30

CALLE 12-79 ZONA 12, CIUDAD DE GUATEMALA, GUATEMALA.

3. USACE PROVIDED THE COORDINATES AND ELEVATION OF BM-BAR-1, BM-BAR-2, BM-BAR-3 AND TBM2 TO TIE IN THE PROJECT SURVEY. TOTAL STATION WAS SET UP OVER BM94 AND ORIENTATION WAS SET WITH BM95.

4. HORIZONTAL COORDINATES ARE UTM SYSTEM ASSOCIATED TO 16 N ZONE.

5. UTILITY LINES DATA WAS COLLECTED BY SURVEYOR AND COMPLEMENTED WITH UTILITY BASE DRAWINGS (LAST

UPDATED VERSION FROM JUNE 05, 2013).

HAUL ROUTE NOTES

1. SITE ACCESS AND HAUL ROUTES SHALL BE COORDINATED AND APPROVED BY THE CONTRACTING OFFICER.

HAUL ROUTE NOTES (CONT'D)

2. THE CONTRACTOR AND COR SHALL DOCUMENT THE EXISTING CONDITION OF THE HAUL ROUTE THROUGH THE BASE, BY VIDEO OR PHOTOGRAPHY, PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DAMAGES TO THE

3. HAUL ROUTE ROAD(S) SHALL BE REPAIRED TO THE SATISFACTION OF THE COR AT THE CONTRACTORS EXPENSE.

4. THE CONTRACTOR SHALL MAINTAIN UNOBSTRUCTED ACCESS FROM THE HAUL ROAD TO THE WORK SITE AND FACILITATE GOVERNMENT ACCESS TO THE BASE AT ALL TIMES. THE MAINTENANCE OF HAUL ROADS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

5. CONTRACTOR SHALL MAINTAIN THE ACCESS/HAUL ROUTE TO BE FREE OF DEBRIS CAUSED FROM CONSTRUCTION ACTIVITIES, ON A DAILY BASIS, PRIOR TO RUNWAY OPENING. CONTRACTOR SHALL SWEEP AND CLEAN AFFECTED ROADWAYS. CONTRACTOR TO PROVIDE ALL EQUIPMENT NECESSARY TO PERFORM THE TASK.

6. CONTRACTOR IS TO MAINTAIN PAVEMENT AND MARKINGS FOR AIRFIELD ROADS, OVERRUN, AND TAXIWAY ALONG THE HAUL ROUTE. MAINTENANCE OF PAVEMENT AND MARKINGS WILL BE AT THE EXPENSE OF THE

CONTRACTOR.

TRAFFIC CONTROL/PHASING

1. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER'S REPRESENTATIVE 10 DAYS IN ADVANCE OF

ANY LANE OR ROADWAY CLOSURES.

2. SEE SHEET CP504 FOR SINGLE LANE CLOSURE PLAN AND CONSTRUCTION MINOR ENCROACHMENT DETAIL.

BEST MANAGEMENT PRACTICES (BMP) NOTES

1. CONTRACTOR IS FULLY RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR SEDIMENT AND EROSION

CONTROL FOR DISCHARGES FROM LARGE AND SMALL CONSTRUCTION SITES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION/APPLICATION OF ALL BMP'S. THE SEDIMENT AND EROSION CONTROL BEST MANAGEMENT PRACTICES INDICATED HEREIN ARE INTENDED AS A MINIMUM BMP PLAN. THE BMP PLAN SHALL BE AMENDED AS NECESSARY FOR THE SPECIFIC PROJECT

REQUIREMENTS AS DIRECTED BY THE CONTRACTING OFFICERS REPRESENTATIVE.

3. EROSION AND SEDIMENT CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL DEVELOP HIS OWN BMP PLAN DESIGNED FOR THE SPECIFIC SITE WITH METHOD(S) OF CONSTRUCTION PREFERRED BY THE CONTRACTOR FOR EACH PHASE OF CONSTRUCTION. THE CONTRACTOR'S BMP PLAN SHALL MEET THE PROJECT SPECIFICATIONS, LOCAL REQUIREMENTS, AND THE MINIMUM BMP REQUIREMENTS SHOWN IN THIS PLAN SET. THE CONTRACTOR'S BMP PLAN SHALL BE DESIGNED TO MINIMIZE EROSION OF THE NEWLY GRADED AREAS OF THE SITE, AND SHALL PREVENT SEDIMENTS FROM EXITING THE PROJECT SITE.

4. EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY DISTURBANCE. THE CONTRACTOR SHALL IN STALL APPROVED BMP MEASURES PRIOR TO BEGINNING ANY CLEARING, GRADING, EXCAVATION, FILLING OR OTHER LAND DISTURBING ACTIVITIES, EXCEPT THOSE OPERATIONS NEEDED TO INSTALL SUCH MEASURES.

5. THE CONTRACTOR SHALL INSPECT EROSION AND SEDIMENT CONTROL MEASURES DAILY AND MAKE NEEDED

REPAIRS OR MAINTENANCE BEFORE WORK STOPS FOR THE DAY.

6. THE CONTRACTOR SHALL MAINTAIN THE APPROVED EROSION AND SEDIMENT CONTROL MEASURES AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED BMP PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL BMPS SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. ALL ADDED BMP'S SHALL BE APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO IMPLEMENTATION, AND INSTALLED PER DETAILS OR MANUFACTURES RECOMMENDATIONS. THE CONTRACTOR IS REQUIRED TO IMPLEMENT ANY BMP'S REQUIRED OR AS DIRECTED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE.

7. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND ANY MATERIAL STOCK PILES WHEN NECESSARY TO CONTROL EROSION AND STORM WATER RUNOFF. THE CONTRACTOR SHALL PROTECT STOCKPILES WITH SILT FENCE, COVER WITH PLASTIC OR OTHER MEANS NECESSARY TO PREVENT STOCKPILE

EROSION.

8. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT ITS MOVEMENT BY WIND FORCES.

9. THE CONTRACTOR SHALL INSTALL BMP 3, SEDIMENT TRACKING CONTROL, AT THE LOCATION OF THE PROPOSED NEW ROAD. THE TRACKING CONTROL SHALL EXTEND FROM DE JULIO AVENUE THROUGH TO THE EXISTING DIRT/AGGREAGATE ROAD TO THE NORTH. THE BMP 3 SHALL BE INCORPORATED INTO THE PAVEMENT STRUCTURE FOR THE NEW ROAD. TYPE 3 BMP SHALL BE REQUIRED AT ALL EXIT POINTS FROM CONTRACTOR STAGING AREAS AND OTHER LOCATIONS AS REQUIRED OR DIRECTED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE.

10. ALL SEEDING FOR TEMPORARY AND PERMANENT STABILIZATION SHALL BE DONE AS EACH AREA IS MADE READY.

ALL AREAS THAT RECEIVE TEMPORARY SEEDING SHALL BE MULCHED WITH HAY STRAW.

12. CONTRACTOR SHALL SPRIG AND FERTILIZE ALL AREAS DISTURBED DURING CONSTRUCTION OUTSIDE THE LIMITS OF PAVED AREAS IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS AFTER COMPLETION OF ALL PAVING

AND TOPSOIL FINISH GRADING WORK FOR EACH PHASE OF THE PROJECT.

13. LIMITS OF CONSTRUCTION IS DEFINED AS THOSE AREAS AFFECTED BY THE CONTRACTOR'S OPERATIONS INVOLVING EXCAVATION, EMBANKMENT AND FINAL GRADING REQUIRED TO COMPLETE THE WORK IN

ACCORDANCE WITH THE ELEVATIONS, GRADES AND SECTIONS SHOWN IN THESE DRAWINGS.

14. THE CONTRACTOR SHALL SPRIG ALL DISTURBED AREAS WITHIN THE SITE LIMITS, INCLUDING ALL CUT AND FILL SECTIONS IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. SPRIGS SHALL BE AS SPECIFIED.

CONTRACTOR SHALL MAINTAIN GRASS UNTIL A PERMANENT VEGETATIVE COVER HAS BEEN ESTABLISHED PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. ESTABLISHMENT OF A PERMANENT VEGETATIVE COVER SHALL INCLUDE: PLACEMENT OF TOPSOIL, APPLICATION OF FERTILIZER, PLANTING OF GRASS SPECIES SELECTED, IRRIGATIONS AS REQUIRED, AND RAKING OR HAND FINISHING.

EXCAVATION AND TRENCHES NOTES

1. OPEN TRENCHES AND EXCAVATIONS WITHIN THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED WITH

ORANGE FENCING OR OTHER MEANS ACCEPTABLE TO THE COR.

2. ALL TOPSOIL SHALL BE STRIPPED FROM ALL AREAS WITHIN THE LIMITS OF CONSTRUCTION AND STOCKPILED FOR LATER USE IN THE UPPER 100MM OF FINISHED GRADE TO PROVIDE A SUITABLE GRASS BED. THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE CONTRACTING OFFICERS REPRESENTATIVE FOR TOPSOIL

STOCKPILE LOCATIONS.

3. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL LOCATE ALL UTILITIES. ANY UTILITY ADJUSTMENTS, EXISTING OR PROPOSED, REQUIRED TO COMPLETE CONSTRUCTION UNDER THIS CONTRACT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THIS ITEM INCLUDES, BUT IS NOT LIMITED TO; THE TEMPORARY RELOCATION OF EXISTING OVERHEAD POWER LINES. ALL WORK IN THE VICINITY OF OVERHEAD POWER LINES SHALL CONFORM TO OSHA REQUIREMENTS AND ANY OTHER APPLICABLE (LOCAL) SAFETY REQUIREMENTS. THE CONTRACTOR IS TO REPAIR ALL DAMAGES TO EXISTING UTILITIES THAT ARE TO REMAIN IN SERVICE

IMMEDIATELY AT NO ADDITIONAL COSTS OR EXPENSE TO THE GOVERNMENT.

4. ALL WORK IN AND ADJACENT TO STREETS OR ROADS SHALL BE COORDINATED WITH CONTRACTING OFFICER'S REPRESENTATIVE. THE CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICERS REPRESENTATIVE WITH A ONE-WEEK ADVANCE NOTICE PRIOR TO BEGINNING OF WORK ADJACENT TO BASE ROADWAYS. NO WORK ADJACENT TO OR ON EXISTING ROADS SHALL BE INITIATED WITHOUT PRIOR APPROVAL FROM THE

CONTRACTING OFFICER'S REPRESENTATIVE.

SAFETY AND SECURITY REQUIREMENT NOTES

1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO LOCAL REGULATIONS AND USACE

SAFETY MANUAL EM385-1-1.

2. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS IS PERMITTED; CONTRACTOR MUST OBTAIN A HOT

WORK PERMIT FROM THE SOTO CANO AIR BASE FIRE DEPARTMENT.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY FENCING OR OTHER SECURITY MEASURES

REQUIRED TO PROTECT WORK OR EQUIPMENT DURING CONSTRUCTION.

LANDSCAPING NOTES

1. CONTRACTOR SHALL SEED OR SOD ALL PROPOSED TIE SLOPES, AREAS SHOWN IN PLANS, AND DISTURBED

AREAS IN THE PLANS AND PER SPECIFICATIONS.

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PLAN NORTH

GENERAL NOTE:

1. ALL DIMENSIONS ARE IN METERS (m), OTHERWISE AS

INDICATED.

2. TOPOGRAPHIC SURVEY WAS PERFORMED BETWEEN

OCTOBER 19, 2017 AND NOVEMBER 13, 2017 BY CIVIL

ENGINEER DOUGLAS ESCOBAR, PROFESSIONAL

LICENSE: 12728 (COLEGIO DE ING. DE GUATEMALA).

ADDRESS: 30 CALLE 12-79 ZONA 12, CIUDAD DE

GUATEMALA, GUATEMALA.

3. TBM-1 COORDINATES AND ELEVATION WERE

CALCULATED FROM TBM-2 USING THE TOTAL STATION.

4. TBM-2 COORDINATES AND ELEVATION WERE PROVIDED

BY USACE IN 2014.

5. TBM-2 ELEVATIONS IS BASED ON EGM96 (GLOBAL)

GEOID MODEL.

6. HORIZONTAL COORDINATES ARE UTM SYSTEM

ASSOCIATED TO 16 N ZONE.

7. UTILITY LINES DATA WAS COLLECTED BY SURVEYOR

AND COMPLEMENTED WITH UTILITY BASE DRAWINGS

(LAST UPDATED VERSION FROM JUNE 05, 2013).

8. SEE V-601 FOR BENCHMARK,SOIL BORING DATA AND

STORM DRAINAGE TABLE.

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BM-BAR-2

BM-BAR-3

BM-BAR-1

BAR-2-17

BAR-5-17

BAR-3-17

BAR-1-17

BAR-4-17

BAR-6-17

MH-02

MH-01

MH-19

MH-20

MH-03

MH-04

MH-05

MH-07

MH-13

MH-08

MH-09

MH-10

MH-11

MH-17

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m

W x x

200mm WLx 200mm WLx

200mm WLx m m

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E

SCALE:

1 : 300

120006000

PLAN NORTH

GENERAL NOTE:

1. ALL DIMENSIONS ARE IN METERS (m), OTHERWISE AS

INDICATED.

2. TOPOGRAPHIC SURVEY WAS PERFORMED BETWEEN

OCTOBER 19, 2017 AND NOVEMBER 13, 2017 BY CIVIL

ENGINEER DOUGLAS ESCOBAR, PROFESSIONAL

LICENSE: 12728 (COLEGIO DE ING. DE GUATEMALA).

ADDRESS: 30 CALLE 12-79 ZONA 12, CIUDAD DE

GUATEMALA, GUATEMALA.

3. TBM-1 COORDINATES AND ELEVATION WERE

CALCULATED FROM TBM-2 USING THE TOTAL STATION.

4. TBM-2 COORDINATES AND ELEVATION WERE PROVIDED

BY USACE IN 2014.

5. TBM-2 ELEVATIONS IS BASED ON EGM96 (GLOBAL)

GEOID MODEL.

6. HORIZONTAL COORDINATES ARE UTM SYSTEM

ASSOCIATED TO 16 N ZONE.

7. UTILITY LINES DATA WAS COLLECTED BY SURVEYOR

AND COMPLEMENTED WITH UTILITY BASE DRAWINGS

(LAST UPDATED VERSION FROM JUNE 05, 2013).

8. SEE SHEET V-601 FOR EXISTING UTILITY INFORMATION.

A

B

C

D

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US Army Corps of Engineers

SHEET ID

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