Annex 2 Crooked Tree 100 Final Drawings.pdf

PDF 8 MB Posted Nov 21, 2023

Attached to: AERONet Communication Tower
Solicitation number: 19AQMM24N0006
Issued by: Department of State Office of Acquisition Management

About this file

Written by GovTribe AI · Dec 21, 2023

This is a notice for a special solicitation from the Department of State Office of Acquisition Management for communication tower construction. The solicitation seeks proposals to construct an Aeronet communication tower in Belize, with required drawings and specifications provided for the tower foundation, building slab, mechanical systems, and electrical systems. Key details include specifications for reinforced concrete tower foundations and piers, a building slab, and ductless split air conditioning for the electrical equipment room. Mechanical equipment includes a ductless fan coil unit and condensing unit. Electrical requirements encompass panel schedules, riser diagrams, and grounding details. Responses are due on specified dates in 2022, with 100% design submissions and final drawings also due on dates in 2022.

View the file

Other files

File	Type	Posted
Annex 3 Blue Creek 100 Final Drawings.pdf	PDF	Nov 21, 2023
DRAFT SOW self support tower for Aeronet V4.docx	DOCX document	Nov 21, 2023
Annex 1 JIOC 100 Final Drawings.pdf	PDF	Nov 21, 2023

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

COMMUNICATION TOWER

FILE: SCALE:

DRAWING DATE:

SIGNATURE:

PROFESION:

ENGINEER

PHASE:

10% 35% 90%60% 100%

REVISIONS:

SEAL:

LOCATION:

PURCHASE ORDER:

CONTRACT NUMBER: CONTRACT DATE:

PROJECT:

A & E DESIGN FIRM:

COR:

MANAGED BY:

INL

INTERNATIONAL NARCOTICS AND LAW

ENFORCEMENT SECTION (INL)

EMBASSY OF THE UNITED STATES

BELMOPAN, BELIZE

NOTICE:

THIS DOCUMENT IS PROPERTY OF THE U.S.

GOVERMENT. FURTHER REPRODUCTION AND/OR

DISTRIBUTION IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF THE INTERNATIONAL

NARCOTICS AND LAW ENFORCEMENT SECTION

(INL), BELMOPAN, BELIZE. INFORMATION ON THIS

DOCUMENT IS NOT BE ALTERED EXCEPT WITH

THE WRITTEN APPROVAL OF THE OFFICE.

1 2 3 4 5 6

NO SUBMITTAL DATE

19GE5022D0004

19GE5022F0363

EMBASSY OF THE UNITED STATES

NARCOTICS AND LAW ENFORCEMENT

AFFAIRS SECTION - INL BELMOPAN -

BELIZE

PLAN No:

DRAWING

TITLE:

4197 Pleasant Hill Road Suite 200 Duluth, GA 30096

(770) 622-2270

GOVERNMENT OF BELIZE

5/12/2022

08-24-2022

CROOKED TREE WATER TOWER

CROOKED TREE TOWNSHIP,

17° 46' 22"N 88° 32' 47"W

BELIZE

65% DESIGN SUBMISSION 07-19-2022

100% DESIGN SUBMISSION 08-12-2022

100% FINAL 08-24-2022

AS NOTED

COVER PAGE

G001

CONTRACT NO. 19GE5022D0004

AUGUST 24, 2022

100% FINAL

TASK ORDER NO. 19GE5022F0363

EMBASSY OF THE UNITED STATES

INTERNATIONAL NARCOTICS AND

LAW ENFORCEMENT AFFAIRS

SECTION - INL

BELMOPAN, BELIZE

CROOKED TREE WATER TOWER, CROOKED TREE, BELIZE

GOVERNMENT OF BELIZE

COMMUNICATION TOWERS

DRAWING DATE:

SIGNATURE:

PROFESION:

ENGINEER

PHASE:

10% 35% 90%60% 100%

REVISIONS:

SEAL:

LOCATION:

PURCHASE ORDER:

CONTRACT NUMBER: CONTRACT DATE:

PROJECT:

A & E DESIGN FIRM:

COR:

MANAGED BY:

INL

INTERNATIONAL NARCOTICS AND LAW

ENFORCEMENT SECTION (INL)

EMBASSY OF THE UNITED STATES

BELMOPAN, BELIZE

NOTICE:

THIS DOCUMENT IS PROPERTY OF THE U.S.

GOVERMENT. FURTHER REPRODUCTION AND/OR

DISTRIBUTION IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF THE INTERNATIONAL

NARCOTICS AND LAW ENFORCEMENT SECTION

(INL), BELMOPAN, BELIZE. INFORMATION ON THIS

DOCUMENT IS NOT BE ALTERED EXCEPT WITH

THE WRITTEN APPROVAL OF THE OFFICE.

1 2 3 4 5 6

NO SUBMITTAL DATE

19GE5022D0004

19GE5022F0363

EMBASSY OF THE UNITED STATES

NARCOTICS AND LAW ENFORCEMENT

AFFAIRS SECTION - INL BELMOPAN -

BELIZE

PLAN No:

DRAWING

TITLE:

4197 Pleasant Hill Road Suite 200 Duluth, GA 30096

(770) 622-2270

GOVERNMENT OF BELIZE

5/12/2022

08-24-2022

CROOKED TREE WATER TOWER

CROOKED TREE TOWNSHIP,

17° 46' 22"N 88° 32' 47"W

BELIZE

65% DESIGN SUBMISSION 07-19-2022

100% DESIGN SUBMISSION 08-12-2022

100% FINAL 08-24-2022

AS NOTED

VICINITY AND

LOCATION MAPS

G002

SCALE: N.T.S.

G002

OVERALL SITE VICINITY MAP

SCALE: N.T.S.

2 ENLARGED SITE VICINITY MAP

SCALE: N.T.S.

G002

SITE LOCATION MAP

G002

PROJECT

LOCATION

PROJECT

LOCATION

PROJECT

LOCATION

DRAWING TITLE

SHEET INDEX

PLAN NO.

COVER SHEETG001

VICINITY AND LOCATION MAPSG002

EXISTING CONDITIONS PLANC110

SITE LAYOUT & UTILITY PLANC120

SITE GRADING & EROSION CONTROL PLANC130

EROSION CONTROL DETAILSC510

STRUCTURAL NOTESS001

STRUCTURAL NOTESS002

PLAN AND ELEVATIONS101

PLAN AND ELEVATIONS102

CONCRETE DETAILSS301

MECHANICAL FLOOR PLAN, NOTES, & SCHEDULESM001

GENERAL COMMUNICATIONS TOWER PLAN, ELEVATION, AND LOADSG003

GENERAL ELECTRICAL SHED PLAN AND ELEVATIONSG004

ELECTRICAL LEGEND, NOTES, SCHEDULES AND DETAILSE001

ELECTRICAL RISER DIAGRAM AND PANEL SCHEDULESE002

ELECTRICAL FLOOR PLAN AND GROUNDING DETAILSE003

SCALE:

G003

GENERAL COMM TOWER ELEVATION AND LOADS

NTS

SHEET NOTES

COMMUNICATION TOWER

FILE: SCALE:

DRAWING DATE:

SIGNATURE:

PROFESION:

ENGINEER

PHASE:

10% 35% 90%60% 100%

REVISIONS:

SEAL:

LOCATION:

PURCHASE ORDER:

CONTRACT NUMBER: CONTRACT DATE:

PROJECT:

A & E DESIGN FIRM:

COR:

MANAGED BY:

INL

INTERNATIONAL NARCOTICS AND LAW

ENFORCEMENT SECTION (INL)

EMBASSY OF THE UNITED STATES

BELMOPAN, BELIZE

NOTICE:

THIS DOCUMENT IS PROPERTY OF THE U.S.

GOVERMENT. FURTHER REPRODUCTION AND/OR

DISTRIBUTION IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF THE INTERNATIONAL

NARCOTICS AND LAW ENFORCEMENT SECTION

(INL), BELMOPAN, BELIZE. INFORMATION ON THIS

DOCUMENT IS NOT BE ALTERED EXCEPT WITH

THE WRITTEN APPROVAL OF THE OFFICE.

1 2 3 4 5 6

NO SUBMITTAL DATE

19GE5022D0004

19GE5022F0363

EMBASSY OF THE UNITED STATES

NARCOTICS AND LAW ENFORCEMENT

AFFAIRS SECTION - INL BELMOPAN -

BELIZE

PLAN No:

DRAWING

TITLE:

4197 Pleasant Hill Road Suite 200 Duluth, GA 30096

(770) 622-2270

GOVERNMENT OF BELIZE

5/12/2022

08-24-2022

CROOKED TREE WATER TOWER

CROOKED TREE TOWNSHIP,

17° 46' 22"N 88° 32' 47"W

BELIZE

65% DESIGN SUBMISSION 07-19-2022

100% DESIGN SUBMISSION 08-12-2022

100% FINAL 08-24-2022

AS NOTED

G003

GENERAL COMM

TOWER PLAN,

ELEVATION, AND

LOADS

AutoCAD SHX Text

1. THE TOWER DRAWING PROVIDED WAS GENERATED BY THE BASIS OF DESIGN TOWER VENDOR ROHN AND IS PROVIDED TO REPRESENT THE GENERAL COMMUNICATION TOWER REQUIREMENTS. 2. DETAILED FABRICATION AND ERECTION DRAWINGS SHALL BE PROVIDED BY THE TOWER DETAILED FABRICATION AND ERECTION DRAWINGS SHALL BE PROVIDED BY THE TOWER VENDOR. 3. THE STRUCTURAL FOUNDATION DESIGN PROVIDED ON THE 'S' SHEETS IS BASED UPON THE STRUCTURAL FOUNDATION DESIGN PROVIDED ON THE 'S' SHEETS IS BASED UPON THE LOADS PROVIDED ON THIS PLAN AND THE SOIL CONDITIONS LISTED IN THE 'S' SHEETS. 4. CONTRACTOR SHALL VERIFY THAT INSTALLATION BRACKETS PROVIDED BY CLIENT WILL CONTRACTOR SHALL VERIFY THAT INSTALLATION BRACKETS PROVIDED BY CLIENT WILL FUNCTION PROPERLY WITH THE SHAPES OF THE TOWER STEEL. 5. TOWER MANUFACTURER PROVIDED BEACON LIGHT AT TOP OF TOWER TO BE POINT TOWER MANUFACTURER PROVIDED BEACON LIGHT AT TOP OF TOWER TO BE POINT LIGHTING POL-37003 LED (FAA L864) OR EQUAL. TOWER MANUFACTURER TO PROVIDE MOUNTING BRACKET FOR BEACON. CONTRACTOR INSTALLED 6. TOWER MANUFACTURER PROVIDED BEACON LIGHTS (QUANTITY OF 2) MOUNTED AT TOWER MANUFACTURER PROVIDED BEACON LIGHTS (QUANTITY OF 2) MOUNTED AT 100' TO BE POINT LIGHTING POL-21006 LD (FAA L810) OR EQUAL. TOWER MANUFACTURER TO PROVIDE MOUNTING BRACKET FOR EACH BEACON. CONTRACTOR INSTALLED. 7. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 8. FIELD COAT THE TOWER WITH TOWER VENDOR PROVIDED COATING FAA FIELD COAT THE TOWER WITH TOWER VENDOR PROVIDED COATING FAA COATING/STRIPING SYSTEM DESIGNED FOR APPLICATION TO GALVANIZED STEEL AND INSTALLED IN ACCORDANCE WITH THE COATING MANUFACTURER'S REQUIREMENTS. ALTERNATING 25'-8 1/2" BANDS OF AVIATION ORANGE AND WHITE SHALL BE PROVIDED. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

9'-6"

10'-0"

10'-8"

9'-6"10'-0"10'-8"

4" ROOF

OVERHANG

SCALE:

G004

METAL BUILDING FLOOR PLAN

1/2" = 1'-0"

SHEET NOTES

SCALE:

G004

BUILDING ELEVATON

1/2" = 1'-0" SCALE:

G004

BUILDING ELEVATION

1/2" = 1'-0"

8'-0"

ROOF SLOPE 1/2:12

6" GUTTER AND 4"X3"

DOWNSPOUT

DUCTLESS

CONDENSING UNIT,

WALL MOUNTED

METAL DOOR

(4) 3" CONDUIT SLEEVES AT 7' AFF

(1) 3" CONDUIT SLEEVE @ 48" AFF FOR

REFRIGERANT LINES AND ELECTRICAL POWER.

COORDINATE EXACT LOCATION AND

REQUIREMENTS WITH EQUIPMENT VENDOR

PRIOR TO ROUGH IN AND INSTALLATION.

G004

COMMUNICATION TOWER

FILE: SCALE:

DRAWING DATE:

SIGNATURE:

PROFESION:

ENGINEER

PHASE:

10% 35% 90%60% 100%

REVISIONS:

SEAL:

LOCATION:

PURCHASE ORDER:

CONTRACT NUMBER: CONTRACT DATE:

PROJECT:

A & E DESIGN FIRM:

COR:

MANAGED BY:

INL

INTERNATIONAL NARCOTICS AND LAW

ENFORCEMENT SECTION (INL)

EMBASSY OF THE UNITED STATES

BELMOPAN, BELIZE

NOTICE:

THIS DOCUMENT IS PROPERTY OF THE U.S.

GOVERMENT. FURTHER REPRODUCTION AND/OR

DISTRIBUTION IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF THE INTERNATIONAL

NARCOTICS AND LAW ENFORCEMENT SECTION

(INL), BELMOPAN, BELIZE. INFORMATION ON THIS

DOCUMENT IS NOT BE ALTERED EXCEPT WITH

THE WRITTEN APPROVAL OF THE OFFICE.

1 2 3 4 5 6

NO SUBMITTAL DATE

19GE5022D0004

19GE5022F0363

EMBASSY OF THE UNITED STATES

NARCOTICS AND LAW ENFORCEMENT

AFFAIRS SECTION - INL BELMOPAN -

BELIZE

PLAN No:

DRAWING

TITLE:

4197 Pleasant Hill Road Suite 200 Duluth, GA 30096

(770) 622-2270

GOVERNMENT OF BELIZE

5/12/2022

08-24-2022

CROOKED TREE WATER TOWER

CROOKED TREE TOWNSHIP,

17° 46' 22"N 88° 32' 47"W

BELIZE

65% DESIGN SUBMISSION 07-19-2022

100% DESIGN SUBMISSION 08-12-2022

100% FINAL 08-24-2022

AS NOTED

G004

GENERAL

ELECTRICAL SHED

PLAN AND

ELEVATIONS

1. THE METAL BUILDING DRAWING AND ELEVATIONS ARE PROVIDED TO REPRESENT THE BUILDING FOOTPRINT AND ELEVATION REQUIREMENTS FOR THE PROJECT. 2. DETAILED FABRICATION AND ERECTION DRAWINGS SHALL BE PROVIDED BY THE METAL DETAILED FABRICATION AND ERECTION DRAWINGS SHALL BE PROVIDED BY THE METAL BUILDING VENDOR. 3. THE STRUCTURAL FOUNDATION DESIGN PROVIDE ON THE 'S' SHEETS IS BASED UPON THE STRUCTURAL FOUNDATION DESIGN PROVIDE ON THE 'S' SHEETS IS BASED UPON THE FOOTPRINT OF THE BUILDING, THE BUILDING WEIGHT ESTIMATED AT 6,500 LBS AND THE SOIL CONDITIONS. 4. REFER TO THE ELECTRICAL SHEETS AND DIVISION 26 SPECIFICATIONS FOR LOCATIONS REFER TO THE ELECTRICAL SHEETS AND DIVISION 26 SPECIFICATIONS FOR LOCATIONS AND REQUIREMENTS FOR CONDUIT AND CABLING, WIRING DEVICES, PANELS, SWITCHES, LIGHT FIXTURES, RECEPTACLES, ETC. METAL BUILDING VENDOR SHALL INSTALL ALL ELECTRICAL ITEMS ASSOCIATED WITH THE METAL BUILDING SHOWN ON THE ELECTRICAL DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND FIELD INSTALLING ANY ELECTRICAL ITEM SHOWN ON THE ELECTRICAL PLANS OR DIVISION 26 SPECIFICATIONS AND NOT INSTALLED BY THE METAL BUILDING VENDOR TO MEET THE PROJECT REQUIREMENTS. 5. REFER TO THE MECHANICAL SHEETS AND DIVISION 23 SPECIFICATIONS FOR LOCATIONS REFER TO THE MECHANICAL SHEETS AND DIVISION 23 SPECIFICATIONS FOR LOCATIONS AND REQUIREMENTS FOR THE METAL BUILDING HVAC SYSTEM. THE METAL BUILDING VENDOR SHALL PROVIDE ALL HVAC SYSTEM EQUIPMENT AND MATERIALS ASSOCIATED WITH THE METAL BUILDING SHOWN ON THE MECHANICAL DRAWINGS AND THEY SHALL BE FIELD INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND FIELD INSTALLING ANY MECHANICAL ITEM SHOWN ON THE MECHANICAL PLANS OR DIVISION 23 SPECIFICATIONS AND NOT PROVIDED BY THE METAL BUILDING VENDOR TO MEET THE PROJECT REQUIREMENTS. 6. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 7. REFER TO THE CIVIL SHEETS FOR BLDG PLACEMENT AND ORIENTATION.REFER TO THE CIVIL SHEETS FOR BLDG PLACEMENT AND ORIENTATION.

39.20ft 39.20ft

39.30ft 39.30ft

39.30ft

39.30ft39 .30 ft

39.30ft

0f t

39.30ft 39.30ft

.30 ft 39.30ft

39.40ft 39.40ft

39.40ft

39.40ft39.40ft

.40 ft

39.40ft

39.40ft 39.40ft

.50 ft

39.50ft

.50 ft

39.50ft

0f t

.60 ft

39.60ft

0f t

39.60ft

0f t

39.70ft

.70 ft

0f t

39.80ft

39.90ft

COMMUNICATION TOWER

FILE: SCALE:

DRAWING DATE:

SIGNATURE:

PROFESION:

ENGINEER

PHASE:

10% 35% 90%60% 100%

REVISIONS:

SEAL:

LOCATION:

PURCHASE ORDER:

CONTRACT NUMBER: CONTRACT DATE:

PROJECT:

A & E DESIGN FIRM:

COR:

MANAGED BY:

INL

INTERNATIONAL NARCOTICS AND LAW

ENFORCEMENT SECTION (INL)

EMBASSY OF THE UNITED STATES

BELMOPAN, BELIZE

NOTICE:

THIS DOCUMENT IS PROPERTY OF THE U.S.

GOVERMENT. FURTHER REPRODUCTION AND/OR

DISTRIBUTION IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF THE INTERNATIONAL

NARCOTICS AND LAW ENFORCEMENT SECTION

(INL), BELMOPAN, BELIZE. INFORMATION ON THIS

DOCUMENT IS NOT BE ALTERED EXCEPT WITH

THE WRITTEN APPROVAL OF THE OFFICE.

1 2 3 4 5 6

NO SUBMITTAL DATE

19GE5022D0004

19GE5022F0363

EMBASSY OF THE UNITED STATES

NARCOTICS AND LAW ENFORCEMENT

AFFAIRS SECTION - INL BELMOPAN -

BELIZE

PLAN No:

DRAWING

TITLE:

4197 Pleasant Hill Road Suite 200 Duluth, GA 30096

(770) 622-2270

GOVERNMENT OF BELIZE

5/12/2022

07-19-2022

CROOKED TREE WATER TOWER

CROOKED TREE TOWNSHIP,

17° 46' 22"N 88° 32' 47"W

BELIZE

65% DESIGN SUBMISSION 07-19-2022

100% DESIGN SUBMISSION 08-12-2022

Civil Site Design by:

Civil Engineering Land Planning Landscape Architecture

Water Resources Property Services Arborist Services

50 Warm Springs Circle

Roswell Georgia 30075 (770)641-1942 www.aecatl.com

FOR CONSTRUCTION

100% FINAL 08-24-2022

C110

EXISTING

CONDITIONS

PLAN

Scale 1" = 10'

201010

NORTH

LINETYPE LEGEND:

GENERAL NOTES:

CONSTRUCTION PHASING NOTES:

HATCH LEGEND

AutoCAD SHX Text

EXISTING WELL SITE

AutoCAD SHX Text

EXISTING ENTRANCE GATE

AutoCAD SHX Text

EXISTING ABANDONED WELL

AutoCAD SHX Text

EXISTING GATE

AutoCAD SHX Text

EX UNDERGROUND WATERLINE

AutoCAD SHX Text

EXISTING UTILITY POLE (TYPICAL)

AutoCAD SHX Text

EXISTING TREE (TYPICAL)

AutoCAD SHX Text

EXISTING WATER METER

AutoCAD SHX Text

EXISTING WATER TANK

AutoCAD SHX Text

EXISTING STORAGE TANK

AutoCAD SHX Text

EXISTING UNPAVED ROAD

AutoCAD SHX Text

EXISTING UNPAVED ROAD

AutoCAD SHX Text

EXISTING ABANDONED WELL

AutoCAD SHX Text

EXISTING ELECTRIC METER

AutoCAD SHX Text

EXISTING PUMP HOUSE

AutoCAD SHX Text

PARCEL NO. 68

AutoCAD SHX Text

PARCEL NO. 66

AutoCAD SHX Text

PARCEL NO. 67

AutoCAD SHX Text

EXISTING TREE (TYPICAL)

AutoCAD SHX Text

EXISTING UNPAVED ROAD

AutoCAD SHX Text

EXISTING UNPAVED ROAD

AutoCAD SHX Text

TEMPORARY BENCH MARK

AutoCAD SHX Text

CONCRETE FENCE

AutoCAD SHX Text

EXISTING ROAD

AutoCAD SHX Text

ELECTRICAL LINE

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text E

AutoCAD SHX Text

GATE

AutoCAD SHX Text W

AutoCAD SHX Text

1. LOCATION OF EXISTING UTILITIES IS APPROX.. CONTRACTOR SHALL LOCATION OF EXISTING UTILITIES IS APPROX.. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO CONSTRUCTION. 2. ALL FINISHED WORK AREAS SHALL HAVE POSITIVE DRAINAGE. ALL FINISHED WORK AREAS SHALL HAVE POSITIVE DRAINAGE. 3. THE LOCAL PROJECT MANAGER IS TO BE NOTIFIED 24 HOURS THE LOCAL PROJECT MANAGER IS TO BE NOTIFIED 24 HOURS PRIOR TO ANY CONSTRUCTION. 4. ALL ELEVATIONS FOR CONSTRUCTION SHALL BE FIELD VERIFIED. ALL ELEVATIONS FOR CONSTRUCTION SHALL BE FIELD VERIFIED. 5. SILT BARRIERS ARE TO BE PLACED AS SHOWN AND/OR AS SILT BARRIERS ARE TO BE PLACED AS SHOWN AND/OR AS DIRECTED BY THE LOCAL PROJECT MANAGER. 6. MAINTAIN ACCESS FOR EMERGENCY VEHICLES TO THE SITE DURING MAINTAIN ACCESS FOR EMERGENCY VEHICLES TO THE SITE DURING CONSTRUCTION. 7. REFER TO SHEET C510 FOR EROSION CONTROL DETAILS. REFER TO SHEET C510 FOR EROSION CONTROL DETAILS. C510 FOR EROSION CONTROL DETAILS. FOR EROSION CONTROL DETAILS. 8. REPAIRED SURFACES TO MAINTAIN EXISTING DRAINAGE PATTERNS. REPAIRED SURFACES TO MAINTAIN EXISTING DRAINAGE PATTERNS. ALL GRADING MODIFICATIONS TO TIE INTO EXISTING SURFACES FLUSH AND SHALL RESULT IN NO PONDING OF WATER. 9. EXISTING CONDITIONS PLAN BASED ON FIELD SURVEY BY BELIZE EXISTING CONDITIONS PLAN BASED ON FIELD SURVEY BY BELIZE GEOMATICS DATED JULY 2022. 10. NO ACCESS ROADS WILL BE PROVIDED. CONTRACTOR IS NO ACCESS ROADS WILL BE PROVIDED. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING TEMPORARY CONSTRUCTION ACCESS ROADS AND DRIVEWAYS IF REQUIRED. 1. REPAIR WORK AT EACH FACILITY SHALL BE PHASED IN ORDER TO REPAIR WORK AT EACH FACILITY SHALL BE PHASED IN ORDER TO LIMIT DOWN TIME. 2. COORDINATE PHASING OF WORK WITH THE LOCAL PROJECT COORDINATE PHASING OF WORK WITH THE LOCAL PROJECT MANAGER.

AutoCAD SHX Text

EXISTING CONCRETE

AutoCAD SHX Text

EXISTING GRAVEL

AutoCAD SHX Text

EXISTING STRUCTURE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text C110

AutoCAD SHX Text

%%UEXISTING CONDITIONS PLAN

1" = 10'

DRAWING DATE:

SIGNATURE:

PROFESION:

ENGINEER

PHASE:

10% 35% 90%60% 100%

REVISIONS:

SEAL:

LOCATION:

PURCHASE ORDER:

CONTRACT NUMBER: CONTRACT DATE:

PROJECT:

A & E DESIGN FIRM:

COR:

MANAGED BY:

INL

INTERNATIONAL NARCOTICS AND LAW

ENFORCEMENT SECTION (INL)

EMBASSY OF THE UNITED STATES

BELMOPAN, BELIZE

NOTICE:

THIS DOCUMENT IS PROPERTY OF THE U.S.

GOVERMENT. FURTHER REPRODUCTION AND/OR

DISTRIBUTION IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF THE INTERNATIONAL

NARCOTICS AND LAW ENFORCEMENT SECTION

(INL), BELMOPAN, BELIZE. INFORMATION ON THIS

DOCUMENT IS NOT BE ALTERED EXCEPT WITH

THE WRITTEN APPROVAL OF THE OFFICE.

1 2 3 4 5 6

NO SUBMITTAL DATE

19GE5022D0004

19GE5022F0363

EMBASSY OF THE UNITED STATES

NARCOTICS AND LAW ENFORCEMENT

AFFAIRS SECTION - INL BELMOPAN -

BELIZE

PLAN No:

DRAWING

TITLE:

4197 Pleasant Hill Road Suite 200 Duluth, GA 30096

(770) 622-2270

GOVERNMENT OF BELIZE

5/12/2022

07-19-2022

CROOKED TREE WATER TOWER

CROOKED TREE TOWNSHIP,

17° 46' 22"N 88° 32' 47"W

BELIZE

65% DESIGN SUBMISSION 07-19-2022

100% DESIGN SUBMISSION 08-12-2022

Civil Site Design by:

Civil Engineering Land Planning Landscape Architecture

Water Resources Property Services Arborist Services

50 Warm Springs Circle

Roswell Georgia 30075 (770)641-1942 www.aecatl.com

FOR CONSTRUCTION

100% FINAL 08-24-2022

C120

SITE LAYOUT AND

UTILITY PLAN

Scale 1" = 10'

201010

NORTH

LINETYPE LEGEND:

GENERAL NOTES:

CONSTRUCTION PHASING NOTES:

HATCH LEGEND

DATUM NOTE:

AutoCAD SHX Text

30' X 30' TOWER FOOTPRINT

AutoCAD SHX Text

EXISTING WELL SITE

AutoCAD SHX Text

EXISTING ENTRANCE GATE

AutoCAD SHX Text

EXISTING ABANDONED WELL

AutoCAD SHX Text

EXISTING GATE

AutoCAD SHX Text

EX UNDERGROUND WATERLINE

AutoCAD SHX Text

EXISTING UTILITY POLE (TYPICAL)

AutoCAD SHX Text

EXISTING TREE (TYPICAL)

AutoCAD SHX Text

EXISTING WATER METER

AutoCAD SHX Text

EXISTING WATER TANK

AutoCAD SHX Text

EXISTING STORAGE TANK

AutoCAD SHX Text

EXISTING UNPAVED ROAD

AutoCAD SHX Text

EXISTING UNPAVED ROAD

AutoCAD SHX Text

EXISTING ABANDONED WELL

AutoCAD SHX Text

EXISTING ELECTRIC METER

AutoCAD SHX Text

EXISTING PUMP HOUSE

AutoCAD SHX Text

PARCEL NO. 68

AutoCAD SHX Text

PARCEL NO. 66

AutoCAD SHX Text

PARCEL NO. 67

AutoCAD SHX Text

EXISTING TREE (TYPICAL)

AutoCAD SHX Text

EXISTING UNPAVED ROAD

AutoCAD SHX Text

EXISTING UNPAVED ROAD

AutoCAD SHX Text N:1965711.1825 E:336072.5629

AutoCAD SHX Text N:1965712.1641 E:336063.4718

AutoCAD SHX Text N:1965721.2553 E:336064.4535

AutoCAD SHX Text N:1965720.2736 E:336073.5446

AutoCAD SHX Text N:1965714.6553 E:336074.4708

AutoCAD SHX Text N:1965714.2626 E:336078.1072

AutoCAD SHX Text PROPOSED TRANSFORMER TO BE LOCATED ON EXISTING POWER POLE. LOCAL POWER COMPANY TO RUN OVERHEAD SECONDARY POWER LINE TO THE PROPOSED COMMUNICATION BUILDING. REFER TO SHEET E002 FOR ELECTRICAL RISER DIAGRAM.

AutoCAD SHX Text

PROPOSED 12' X 12' CONCRETE PAD FOR BUILDING. REFER TO STRUCTURAL DRAWINGS.

AutoCAD SHX Text PROP WAVEGUIDE BRIDGE W/ SUPPORT POSTS. REFER TO E001 FOR WAVEGUIDE BRIDGE DETAIL.

AutoCAD SHX Text N:1965724.6969 E:336081.6145

AutoCAD SHX Text

TEMPORARY BENCH MARK

AutoCAD SHX Text

CONCRETE FENCE

AutoCAD SHX Text

EXISTING ROAD

AutoCAD SHX Text

ELECTRICAL LINE

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text E

AutoCAD SHX Text

GATE

AutoCAD SHX Text W

AutoCAD SHX Text

PROPOSED CONCRETE PAD

AutoCAD SHX Text

PROPOSED CELL TOWER FOUNDATION FOOTPRINT

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text C120

AutoCAD SHX Text

%%USITE LAYOUT AND UTILITY PLAN

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text E001

1. COORDINATES ARE BASED ON THE UTM-WGS 1984 DATUM, ZONE COORDINATES ARE BASED ON THE UTM-WGS 1984 DATUM, ZONE 16-NORTH.

New Well Site

Pump House

Tank

Storage

Water Tank

Water Meter

Old Well

Electric Meter

Old Well

Entrance

Gate

Parcel No. 67

Parcel No. 68

Parcel No. 66

F e e t

R o ad

39.20ft 39.20ft

39.30ft 39.30ft

39.30ft

39.30ft39 .30 ft

39.30ft

0f t

39.30ft 39.30ft

.30 ft 39.30ft

39.40ft 39.40ft

39.40ft

39.40ft39.40ft

.40 ft

39.40ft

39.40ft 39.40ft

.50 ft

39.50ft

.50 ft

39.50ft

0f t

.60 ft

39.60ft

0f t

39.60ft

0f t

39.70ft

.70 ft

0f t

39.80ft

39.90ft

COMMUNICATION TOWER

FILE: SCALE:

DRAWING DATE:

SIGNATURE:

PROFESION:

ENGINEER

PHASE:

10% 35% 90%60% 100%

REVISIONS:

SEAL:

LOCATION:

PURCHASE ORDER:

CONTRACT NUMBER: CONTRACT DATE:

PROJECT:

A & E DESIGN FIRM:

COR:

MANAGED BY:

INL

INTERNATIONAL NARCOTICS AND LAW

ENFORCEMENT SECTION (INL)

EMBASSY OF THE UNITED STATES

BELMOPAN, BELIZE

NOTICE:

THIS DOCUMENT IS PROPERTY OF THE U.S.

GOVERMENT. FURTHER REPRODUCTION AND/OR

DISTRIBUTION IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF THE INTERNATIONAL

NARCOTICS AND LAW ENFORCEMENT SECTION

(INL), BELMOPAN, BELIZE. INFORMATION ON THIS

DOCUMENT IS NOT BE ALTERED EXCEPT WITH

THE WRITTEN APPROVAL OF THE OFFICE.

1 2 3 4 5 6

NO SUBMITTAL DATE

19GE5022D0004

19GE5022F0363

EMBASSY OF THE UNITED STATES

NARCOTICS AND LAW ENFORCEMENT

AFFAIRS SECTION - INL BELMOPAN -

BELIZE

PLAN No:

DRAWING

TITLE:

4197 Pleasant Hill Road Suite 200 Duluth, GA 30096

(770) 622-2270

GOVERNMENT OF BELIZE

5/12/2022

07-19-2022

CROOKED TREE WATER TOWER

CROOKED TREE TOWNSHIP,

17° 46' 22"N 88° 32' 47"W

BELIZE

65% DESIGN SUBMISSION 07-19-2022

100% DESIGN SUBMISSION 08-12-2022

Civil Site Design by:

Civil Engineering Land Planning Landscape Architecture

Water Resources Property Services Arborist Services

50 Warm Springs Circle

Roswell Georgia 30075 (770)641-1942 www.aecatl.com

FOR CONSTRUCTION

100% FINAL 08-24-2022

C130

SITE GRADING &

EROSION

CONTROL PLAN

Scale 1" = 10'

201010

NORTH

GENERAL NOTES:

CONSTRUCTION PHASING NOTES:

EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN NOTES

LINETYPE LEGEND:

EROSION CONTROL LEGEND

AutoCAD SHX Text

EXISTING WELL SITE

AutoCAD SHX Text

EXISTING ENTRANCE GATE

AutoCAD SHX Text

EXISTING ABANDONED WELL

AutoCAD SHX Text

EXISTING GATE

AutoCAD SHX Text

EX UNDERGROUND WATERLINE

AutoCAD SHX Text

EXISTING UTILITY POLE (TYPICAL)

AutoCAD SHX Text

EXISTING TREE (TYPICAL)

AutoCAD SHX Text

EXISTING WATER METER

AutoCAD SHX Text

EXISTING WATER TANK

AutoCAD SHX Text

EXISTING STORAGE TANK

AutoCAD SHX Text

EXISTING UNPAVED ROAD

AutoCAD SHX Text

EXISTING UNPAVED ROAD

AutoCAD SHX Text

EXISTING ABANDONED WELL

AutoCAD SHX Text

EXISTING ELECTRIC METER

AutoCAD SHX Text

EXISTING PUMP HOUSE

AutoCAD SHX Text

PARCEL NO. 68

AutoCAD SHX Text

PARCEL NO. 66

AutoCAD SHX Text

PARCEL NO. 67

AutoCAD SHX Text

EXISTING TREE (TYPICAL)

AutoCAD SHX Text

EXISTING UNPAVED ROAD

AutoCAD SHX Text

EXISTING UNPAVED ROAD

AutoCAD SHX Text

1) EROSION CONTROL PRACTICES MUST COMPLY WITH LOCAL MINIMUM EROSION CONTROL PRACTICES MUST COMPLY WITH LOCAL MINIMUM BEST MANAGEMENT PRACTICES FOR EROSION CONTROL. 2) MULCH, TEMPORARY VEGETATION, OR PERMANENT VEGETATION MULCH, TEMPORARY VEGETATION, OR PERMANENT VEGETATION SHALL BE COMPLETED ON ALL EXPOSED AREAS WITHIN 7 DAYS AFTER DISTURBANCE. 3) DISTURBED AREAS LEFT IDLE FOR FIVE (5) DAYS, AND NOT TO DISTURBED AREAS LEFT IDLE FOR FIVE (5) DAYS, AND NOT TO FINAL GRADE, WILL BE STABILIZED. 4) EROSION AND SEDIMENTATION CONTROL DEVICES MUST BE INSTALLED EROSION AND SEDIMENTATION CONTROL DEVICES MUST BE INSTALLED PRIOR TO ANY GRADING ON SITE. 5) SEDIMENT/EROSION CONTROL DEVICES MUST BE CHECKED AFTER SEDIMENT/EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE. ADDITIONAL DEVICES MUST BE INSTALLED IF NEW CHANNELS HAVE DEVELOPED. 6) GENERAL CONTRACTOR SHALL CLEAN OUT ALL SILT CONTROL STORM GENERAL CONTRACTOR SHALL CLEAN OUT ALL SILT CONTROL STORM STRUCTURES.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text C130

AutoCAD SHX Text

%%USITE GRADING & EROSION CONTROL PLAN

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text

TEMPORARY BENCH MARK

AutoCAD SHX Text

CONCRETE FENCE

AutoCAD SHX Text

EXISTING ROAD

AutoCAD SHX Text

ELECTRICAL LINE

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text E

AutoCAD SHX Text

GATE

AutoCAD SHX Text W

AutoCAD SHX Text

TEMPORARY SEEDING

AutoCAD SHX Text

STORM DRAIN INLET PROTECTION

AutoCAD SHX Text

SEDIMENT BARRIER - HAY BALES

AutoCAD SHX Text

SEDIMENT BARRIER - SILT FENCE

AutoCAD SHX Text C4

AutoCAD SHX Text C-510

AutoCAD SHX Text B2

AutoCAD SHX Text C-510

AutoCAD SHX Text C5

AutoCAD SHX Text C-510

AutoCAD SHX Text

DRAINAGE PATH

AutoCAD SHX Text

(NATIVE MIX TO MATCH EXISTING)

AutoCAD SHX Text

PERMANENT SEEDING

(NATIVE MIX TO MATCH EXISTING)

DRAWING DATE:

SIGNATURE:

PROFESION:

ENGINEER

PHASE:

10% 35% 90%60% 100%

REVISIONS:

SEAL:

LOCATION:

PURCHASE ORDER:

CONTRACT NUMBER: CONTRACT DATE:

PROJECT:

A & E DESIGN FIRM:

COR:

MANAGED BY:

INL

INTERNATIONAL NARCOTICS AND LAW

ENFORCEMENT SECTION (INL)

EMBASSY OF THE UNITED STATES

BELMOPAN, BELIZE

NOTICE:

THIS DOCUMENT IS PROPERTY OF THE U.S.

GOVERMENT. FURTHER REPRODUCTION AND/OR

DISTRIBUTION IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF THE INTERNATIONAL

NARCOTICS AND LAW ENFORCEMENT SECTION

(INL), BELMOPAN, BELIZE. INFORMATION ON THIS

DOCUMENT IS NOT BE ALTERED EXCEPT WITH

THE WRITTEN APPROVAL OF THE OFFICE.

1 2 3 4 5 6

NO SUBMITTAL DATE

19GE5022D0004

19GE5022F0363

EMBASSY OF THE UNITED STATES

NARCOTICS AND LAW ENFORCEMENT

AFFAIRS SECTION - INL BELMOPAN -

BELIZE

PLAN No:

DRAWING

TITLE:

4197 Pleasant Hill Road Suite 200 Duluth, GA 30096

(770) 622-2270

GOVERNMENT OF BELIZE

5/12/2022

07-19-2022

CROOKED TREE WATER TOWER

CROOKED TREE TOWNSHIP,

17° 46' 22"N 88° 32' 47"W

BELIZE

65% DESIGN SUBMISSION 07-19-2022

100% DESIGN SUBMISSION 08-12-2022

Civil Site Design by:

Civil Engineering Land Planning Landscape Architecture

Water Resources Property Services Arborist Services

50 Warm Springs Circle

Roswell Georgia 30075 (770)641-1942 www.aecatl.com

FOR CONSTRUCTION

100% FINAL 08-24-2022

C510

EROSION

CONTROL

DETAILS

EROSION AND SEDIMENT CONTROL

COMPOST FILTER SOCK

AutoCAD SHX Text

(1) MINIMUM ROLL AVERAGE OF FIVE SPECIMENS. 1) MINIMUM ROLL AVERAGE OF FIVE SPECIMENS. (2) PERCENT OF REQUIRED INITIAL MINIMUM TENSILE STRENGTH.

AutoCAD SHX Text POSTS AND WOVEN WIRE SUPPORT: TYPE "A" FENCE: POSTS SHALL BE A MINIMUM OF 4 FEET LONG AND EITHER WOOD OR STEEL MAY BE USED. SOFT WOOD POSTS SHALL BE AT LEAST 3 INCHES IN DIAMETER OR NOMINAL 2"X4" AND STRAIGHT ENOUGH TO PROVIDE A FENCE WITHOUT NOTICEABLE MISALIGNMENT. IF HARDWOOD POSTS ARE USED THE SIZE MAY BE REDUCED TO 1 " X 1 " WITH A MINUS TOLERANCE OF " PROVIDING THE CROSS SECTIONAL AREA IS 12" X 1 " WITH A MINUS TOLERANCE OF " PROVIDING THE CROSS SECTIONAL AREA IS 12" WITH A MINUS TOLERANCE OF " PROVIDING THE CROSS SECTIONAL AREA IS 14" PROVIDING THE CROSS SECTIONAL AREA IS A MINIMUM OF 2.25 SQUARE INCHES. STEEL POSTS SHALL BE "U", "T", OR "C" SHAPED WITH A MINIMUM WEIGHT OF 1.3 POUNDS PER FOOT, AND HAVE PROJECTIONS FOR FASTENING THE FENCE TO THE POSTS. MAXIMUM POST SPACING SHALL BE 6 FEET. FASTENERS FOR WOODEN POSTS: WIRE STAPLES: STAPLES SHALL BE 17 GAUGE MINIMUM AND SHALL HAVE A CROWN AT LEAST INCH WIDE AND LEGS 34 INCH WIDE AND LEGS AT LEAST INCH LONG. STAPLES SHALL BE EVENLY SPACED WITH AT LEAST 5 PER POST USING 12 INCH LONG. STAPLES SHALL BE EVENLY SPACED WITH AT LEAST 5 PER POST USING STAPLES SHALL BE EVENLY SPACED WITH AT LEAST 5 PER POST USING STAPLES SHALL BE EVENLY SPACED WITH AT LEAST 5 PER POST USING DOUBLE STAPLES AT THE TOP POSITION. NAILS: NAILS SHALL BE 14 GAUGE MINIMUM, 1 INCH LONG WITH INCH BUTTON HEADS. NAILS SHALL BE 34 INCH BUTTON HEADS. NAILS SHALL BE EVENLY SPACED WITH AT LEAST 5 PER POST FOR TYPE "A" FENCE. INSTALLATION: 1. INSTALL WHERE SHEET FLOW CONDITIONS EXIST. INSTALL WHERE SHEET FLOW CONDITIONS EXIST. 2. WHERE NO SEDIMENT TRAP/STORMWATER DISPOSAL SYSTEM IS PRESENT, MAXIMUM SLOPE SHALL WHERE NO SEDIMENT TRAP/STORMWATER DISPOSAL SYSTEM IS PRESENT, MAXIMUM SLOPE SHALL NOT EXCEED THOSE IN THE TABLE. 3. PRINTED EVERY 100 FEET OF SILT FENCE. PRINTED EVERY 100 FEET OF SILT FENCE. 4. INSTALL ACCORDING TO APPROVED PLAN, AS SHOWN. INSTALL ACCORDING TO APPROVED PLAN, AS SHOWN. 5 INSTALL ALONG CONTOURS WITH ENDS POINTING UPHILL. INSTALL ALONG CONTOURS WITH ENDS POINTING UPHILL. 6. DO NOT PLACE IN WATERWAYS OR AREAS OF CONCENTRATED FLOW. DO NOT PLACE IN WATERWAYS OR AREAS OF CONCENTRATED FLOW. 7. INSTALL WHERE SHEET FLOW CONDITIONS EXIST. INSTALL WHERE SHEET FLOW CONDITIONS EXIST. 8. DRAINAGE AREA NOT TO EXCEED 1/4 ACRE PER 100 FT OF SILT FENCE. DRAINAGE AREA NOT TO EXCEED 1/4 ACRE PER 100 FT OF SILT FENCE. 9. VERIFY FABRIC BY INSPECTION OF FABRIC NAME PRINTED EVERY 100 FT. OF SILT FENCE. VERIFY FABRIC BY INSPECTION OF FABRIC NAME PRINTED EVERY 100 FT. OF SILT FENCE. 10. START POST INSTALLATION AT THE CENTER OF THE LOWEST POINT WITH REMAINING POSTS SPACED ACCORDING TO FIGURE. 11. PROVIDE A RIPRAP SPLASH PAD OR OTHER OUTLET PROTECTION DEVICE FOR ANY POINT WHERE PROVIDE A RIPRAP SPLASH PAD OR OTHER OUTLET PROTECTION DEVICE FOR ANY POINT WHERE FLOW MAY TOP THE SEDIMENT FENCE. ENSURE THAT THE MAXIMUM HEIGHT OF THE FENCE AT A PROTECTED, REINFORCED OUTLET DOES NOT EXCEED 1 FT. AND THAT SUPPORT POST SPACING DOES NOT EXCEED 4 FT. 12. USE MINIMUM 18" OVERLAP AT FABRIC ENDS. USE MINIMUM 18" OVERLAP AT FABRIC ENDS. 13. USE A DOUBLE ROW OF TYPE "C" SILT FENCE ALONG STREAM BUFFERS AND OTHER SENSITIVE USE A DOUBLE ROW OF TYPE "C" SILT FENCE ALONG STREAM BUFFERS AND OTHER SENSITIVE AREAS. 14. A TRENCH 6 INCHES IN DEPTH FOR TYPE "A", SHALL BE EXCAVATED WITH EQUIPMENT SUCH AS A A TRENCH 6 INCHES IN DEPTH FOR TYPE "A", SHALL BE EXCAVATED WITH EQUIPMENT SUCH AS A TRENCHING MACHINE OR MOTOR GRADER; OR, IF EQUIPMENT CANNOT BE OPERATED ON THE SITE, BY HAND. 15. POST INSTALLATION SHALL START AT THE CENTER OF THE LOW POINT (IF APPLICABLE) WITH THE POST INSTALLATION SHALL START AT THE CENTER OF THE LOW POINT (IF APPLICABLE) WITH THE REMAINING POSTS SPACED A MAXIMUM OF 6 FEET APART FOR TYPE "A". POSTS SHALL BE INSTALLED WITH AT LEAST 18 INCHES IN THE GROUND. WHERE AN 18 INCH DEPTH IS IMPOSSIBLE TO ACHIEVE, THE POSTS SHALL BE ADEQUATELY SECURED TO PREVENT OVERTURNING IF THE FENCE DUE TO SEDIMENT LOADING. 16. FILTER FABRIC SHALL BE ATTACHED TO THE POST BY WIRE, CORD, POCKETS, STAPLES, NAILS, OR FILTER FABRIC SHALL BE ATTACHED TO THE POST BY WIRE, CORD, POCKETS, STAPLES, NAILS, OR OTHER ACCEPTABLE MEANS. THE FILTER FABRIC SHALL BE INSTALLED IN SUCH A MANNER THAT 8 INCHES (TYPES "A") OF FABRIC IS LEFT AT THE BOTTOM TO BE BURIED AND A MINIMUM OVERLAP OF 18 INCHES IS PROVIDED AT ALL SPLICE JOINTS. THE FABRIC SHALL BE INSTALLED IN THE TRENCH SUCH THAT 4 TO 6 INCHES OF FABRIC IS AGAINST THE SIDE OF THE TRENCH WITH 2 TO 4 INCHES OF FABRIC ACROSS THE BOTTOM IN THE UPSTREAM DIRECTION.

AutoCAD SHX Text

SIDE OF POST

AutoCAD SHX Text

18" MIN.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

TRENCH WITH COMPACTED

AutoCAD SHX Text

BACKFILL

AutoCAD SHX Text

ATTACH FILTER FABRIC

AutoCAD SHX Text

SECURELY TO UPSTREAM

AutoCAD SHX Text

PONDING HEIGHT

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

TYPE "A" WOOD OR STEEL POSTS MIN. 4' LONG

AutoCAD SHX Text

EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT

AutoCAD SHX Text

TYPE "A" MAX. POST SPACING 6'

AutoCAD SHX Text

TYPE "A" WOOD OR STEEL POSTS MIN. 4' LONG

AutoCAD SHX Text DESIGN CRITERIA: TYPE "A"- PROJECT LIFE SPAN GREATER THAN 6 MONTHS, AND/OR SLOPE GRADIENT IS STEEPER PROJECT LIFE SPAN GREATER THAN 6 MONTHS, AND/OR SLOPE GRADIENT IS STEEPER PROJECT LIFE SPAN GREATER THAN 6 MONTHS, AND/OR SLOPE GRADIENT IS STEEPER THAN 3:1 THE FABRIC SHALL MEET THE FOLLOWING PHYSICAL OR DIMENSIONAL REQUIREMENTS.

AutoCAD SHX Text H

AutoCAD SHX Text 1/2 H

AutoCAD SHX Text

MAXIMUM SEDIMENT STORAGE

AutoCAD SHX Text

AutoCAD SHX Text < 2

AutoCAD SHX Text

2 TO 5

AutoCAD SHX Text

5 TO 10

AutoCAD SHX Text

10 TO 20

AutoCAD SHX Text > 20*

AutoCAD SHX Text

LAND SLOPE (PERCENT)

AutoCAD SHX Text

MAX. SLOPE LENGTH BEHIND FENCE (FEET)

AutoCAD SHX Text

SLOPE LENGTH CRITERIA FOR SILT FENCE PLACEMENT

AutoCAD SHX Text

* IN AREAS WHERE THE SLOPE IS GREATER THAN 20%, A FLAT AREA LENGTH OF 10 FEET BETWEEN THE TOE OF THE SLOPE TO THE FENCE SHOULD BE PROVIDED.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

SILT FENCE SEDIMENT BARRIER

AutoCAD SHX Text

AutoCAD SHX Text MAINTENANCE: 1. INSPECT BARRIERS AT THE END OF EACH INSPECT BARRIERS AT THE END OF EACH WORKING DAY, OR AFTER EACH RAIN, AND REPAIR OR CLEAN AS NECESSARY. 2. REMOVE SEDIMENT FROM BARRIER ONCE IT REMOVE SEDIMENT FROM BARRIER ONCE IT HAS ACCUMULATED TO ONE-HALF THE ORIGINAL HEIGHT OF THE BARRIER. 3. PROPERLY DISPOSE OF SEDIMENT AND PROPERLY DISPOSE OF SEDIMENT AND STABILIZE IT WITH VEGETATION 4. REPLACE FILTER FABRIC WHEN REPLACE FILTER FABRIC WHEN DETERIORATED. 5. DESIGN LIFE OF A SYNTHETIC SILT FENCE DESIGN LIFE OF A SYNTHETIC SILT FENCE IS APPROXIMATELY 6 MONTHS. 6. MAINTAIN UNTIL THE PROJECT IS MAINTAIN UNTIL THE PROJECT IS VEGETATED OR OTHERWISE STABILIZED. 7. REMOVE BARRIERS AND ACCUMULATED REMOVE BARRIERS AND ACCUMULATED SEDIMENT AND STABILIZE THE EXPOSED AREA WHEN THE PROJECT IS STABILIZED.

AutoCAD SHX Text

TRENCH DETAIL

AutoCAD SHX Text

FABRIC REQUIREMENTS

AutoCAD SHX Text

TYPE FENCE:

AutoCAD SHX Text A

AutoCAD SHX Text

TENSILE STRENGTH (LBS. MIN.) (1) (ASTM D-4632)

AutoCAD SHX Text

WRAP-120 FILL-100

AutoCAD SHX Text

ELONGATION (%MAX.) (ASTM D-4632)

AutoCAD SHX Text

AOS (APPARENT OPENING SIZE) (MAX. SIEVE SIZE) (ASTM D-4751)

AutoCAD SHX Text

NO. 30

AutoCAD SHX Text

FLOW RATE, GAL/MIN/FT2 (GDT-87)

AutoCAD SHX Text

AutoCAD SHX Text ULTRAVIOLET STABILITY (2) (ASTM D-4632 AFTER 300 HOURS. WEATHERING IN ACCORDANCE WITH ASTM D-4355)

AutoCAD SHX Text

BURSTING STRENGTH, (PSI MIN) (ASTM D-3786 DIAPHRAGM BURSTING STRENGTH TESTER)

AutoCAD SHX Text

MINIMUM FABRIC WIDTH (IN)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

HAY BALES

AutoCAD SHX Text

DISTURBED (WORK) AREA

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

DISTURBED (WORK) AREA

AutoCAD SHX Text

AREA TO BE PROTECTED

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

AREA TO BE PROTECTED

AutoCAD SHX Text

CROSS-SECTION

AutoCAD SHX Text

PLAN

AutoCAD SHX Text NOTE: FILTER SOCK SIZED TO SUIT : FILTER SOCK SIZED TO SUIT CONDITIONS (SEE APPROVED LIST)

AutoCAD SHX Text

FILTER SOCK*

AutoCAD SHX Text

COMPOST FILTER SOCK

AutoCAD SHX Text

EXISTING CONTOURS

AutoCAD SHX Text

WOODEN STAKES (4' O.C. FOR TYPE S FOR TYPE S AND 6' FOR TYPE NS)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

INLET PROTECTION - COMPOST SOCK

AutoCAD SHX Text

AutoCAD SHX Text C5

AutoCAD SHX Text C-510

AutoCAD SHX Text B2

AutoCAD SHX Text C-510

AutoCAD SHX Text C4

C-510

NOTES - STRUCTURAL

GENERAL REQUIREMENTS

1. WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL,

STATE, AND LOCAL BUILDING CODES.

2. ELEVATIONS SHOWN ARE PER SITE PLANS PROVIDED.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS AND FIELD

CONDITIONS PRIOR TO BEGINNING WORK. ERRORS RESULTING FROM FAILURE

TO FIELD VERIFY CONDITIONS DISCOVERED IN THE PROCESS OF PERFORMING

WORK SHALL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR.

4. DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS

SHALL BE REPORTED TO THE ENGINEER FOR RESOLUTION.

5. IN THE EVENT THAT SAFETY REQUIREMENTS CONFLICT WITH CONSTRUCTION

PROCEDURES DESIGNATED ON THE DRAWINGS, SAFETY SHALL GOVERN.

6. CONTRACTOR SHALL MAINTAIN A FULL SET OF CONSTRUCTION DOCUMENTS

ON SITE FOR THE DURATION OF THE PROJECT. CHANGES SHALL BE

DOCUMENTED ON THIS SET.

7. UPON COMPLETION OF THE PROJECT THE CONTRACTOR SHALL PROVIDE THE

FULL SIZE COPIES OF 'AS-BUILTS' DOCUMENTING ALL CHANGES OCCURRING IN

THE FIELD.

8. COORDINATE WITH CIVIL, MECHANICAL AND ELECTRICAL DRAWINGS AND

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

S-001

STRUCTURAL

NOTES

FOUNDATIONS

1. SOILS INFORMATION FOR THIS PROJECT IS PROVIDED BY DE&F ENGINEERING

LIMITED - REPORT DATED JUNE 21,2022.

2. CELL TOWER FOUNDATIONS INDICATED IN THESE DRAWING ARE DESIGNED BASED

ON THE ALLOWABLE SOIL BEARING CAPACITIES:

2.1. LADYVILLE SITE AND CORAZOL SITE 2000 PSF.

2.2. CROOKED CREEK SITE 3000 PSF.

2.3. BLUE CREEK SITE 3500 PSF.

3. EXCAVATION WORK IS INCLUDED IN THIS DESIGN. SOIL PREPARATION MAY BE

REQUIRED TO COMPACT EXISTING SOILS AS ENCOUNTERED PRIOR TO CASTING

CONCRETE. UTILIZE VIBRATORY PLATE OR HAND COMPACTION, AND COMPACT TO

95% OF MAXIMUM DRY DENSITY TO ASTM D698.

4. ALL FOUNDATIONS SHALL BE INSTALLED UNDER THE GUIDANCE OF A REGISTERED

PROFESSIONAL GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER SHALL

GIVE CONSIDERATION TO THE TYPE OF STRUCTURE AND FOUNDATION LOADS

INVOLVED AS WELL AS THE REQUIREMENTS OF THESE DOCUMENTS. STRUCTURAL

ENGINEER IS NOT RESPONSIBLE FOR SUBSURFACE CONDITIONS ENCOUNTERED IN

THE FIELD THAT ARE DIFFERENT THAN THOSE ASSUMED FOR DESIGN.

5. STRUCTURAL TESTING/INSPECTION AGENCY SHALL CERTIFY THE BEARING MEDIUM.

6. NO FOOTINGS SHALL BEAR ON ROCK. UNDERCUT ROCK A MINIMUM OF 2 FEET

BELOW BOTTOM OF FOOTING AND REPLACE WITH STRUCTURAL FILL.

7. STRUCTURAL FILL SHALL CONTAIN NO ORGANIC MATERIAL AND BE APPROVED BY A

GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. STRUCTURAL FILL UNDER

FOUNDATIONS SHALL BE PLACED IN LIFTS OF THICKNESS DETERMINED BY THE

INDEPENDENT TESTING AGENCY AND COMPACTED IN ACCORDANCE WITH ASTM

D1557.

8. ALL FOOTINGS AND TURN DOWN SLAB EDGES SHALL PENETRATE TO THE DEPTH

BELOW FINISHED GRADE - AS INDICATED IN DESIGN DRAWINGS.

A: DESIGN CODES, STANDARDS AND SPECIFICATIONS:

1. 2018 INTERNATIONAL BUILDING CODE

2. ASCE 7-16

3. AISC FOURTEENTH EDITION

4. AWS CURRENT EDITION

5. ASTM CURRENT EDITION

6. UL CURRENT EDITION

7. ACI 318-19

8. ACI 530-13

DESIGN NOTES:

WIND LOAD DATA:

BASIC WIND SPEED (3-SECOND GUST) = 179 MPH (TIA 222/ASCE 7-16)

WIND IMPORTANCE FACTOR, III = 1.0

WIND EXPOSURE = C

SEISMIC LOAD DATA:

SEISMIC IMPORTANCE FACTOR, I = 1.25

SEISMIC SITE CLASS = D

MAPPED SPECTRAL RESPONSE ACCELERATION, SS = 0.842

MAPPED SPECTRAL RESPONSE ACCELERATION, S1 = 0.309

SPECTRAL RESPONSE COEFFICIENT, SDS = 0.653

SPECTRAL RESPONSE COEFFICIENT, SD1 = N/A

SEISMIC DESIGN CATEGORY = N/A

MATERIALS:

STRUCTURAL STEEL (W - SHAPES) A992 (50 KSI)

X-BRACING ANGLES A36

ANGLES AND PLATES A36

RECTANGULAR STRUCTURAL TUBING A500 GRADE B (46 KSI)

STANDARD PIPE A53 GRADE B

HIGH STRENGTH BOLTS A325 N OR SC CLASS A

ANCHOR BOLTS F1554 GR. 55

WELDING ELECTRODES E70XX

CONCRETE (28 DAYS): 4500 PSI

REINFORCING STEEL A615 GRADE 60

DEFORMED BAR ANCHOR (D.B.A.) A496

WELDED WIRE FABRIC A185

HEADED STUDS A108

CONCRETE MASONRY UNIT (CMU) C90, f'm = 1900 PSI

ELEVATION DATUM:

ALL ELEVATIONS ON THESE STRUCTURAL DRAWINGS - REFER TO CIVIL DRAWINGS

FOR REFERENCE DATUM ELEVATIONS.

DIMENSIONS AND CONDITIONS:

1. VERIFY ALL DIMENSIONS AND CONDITIONS RELATED TO EXISTING CONDITIONS IN

THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT

TO THE IMMEDIATE ATTENTION OF THE ENGINEER. WRITTEN DIMENSIONS TAKE

PRECEDENCE OVER SCALE. SCALE IS FOR GUIDELINE PURPOSES ONLY. IF

DIMENSIONS ARE UNCLEAR, DO NOT SCALE. REQUEST CLARIFICATION FROM

THE ENGINEER.

2. CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO LOCATE ALL

EXISTING UNDERGROUND UTILITIES AND EXERCISE CARE TO PROTECT THEM

FROM DAMAGE DURING EXCAVATION AND CONSTRUCTION.

3. OWNER SHALL CONTRACT CERTIFIED THIRD PARTY INSPECTORS TO PERFORM

SPECIAL INSPECTIONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE

INTERNATIONAL BUILDING CODE.

METHODS AND SAFETY:

1. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND

SEQUENCES OF CONSTRUCTION.

2. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING

AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY

PROFESSIONAL SERVICES TO DETERMINE THE NECESSARY METHODS AND

SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS.

4. TEMPORARY BRACING AND SHORING SHALL BE DESIGNED TO RESIST ALL

CONSTRUCTION LOADS INCLUDING THE WEIGHTS OF ALL SUPPORTED

MATERIALS PLUS A LIVE LOAD OF 50 PSF ON HORIZONTAL SURFACES. MAINTAIN

TEMPORARY BRACING AND RETAIN IN PLACE UNTIL PERMANENT STRUCTURAL

SYSTEMS ARE CAPABLE OF RESISTING ALL CONSTRUCTION PHASE LOADS.

5. COORDINATE THE STRUCTURAL WORK WITH OTHER TRADES, VENDOR

DRAWINGS, AND OWNER SPECIFICATIONS.

6. SEE ELECTRICAL DRAWINGS FOR GROUNDING REQUIRED TO BE PLACED PRIOR

TO CASTING CONCRETE IN FOUNDATIONS.

PROTECTION OF EXISTING STRUCTURES AND EQUIPMENT:

1. DO NOT DAMAGE EXISTING CONSTRUCTION WHICH IS TO REMAIN, ADJACENT

BUILDINGS OR EQUIPMENT. LOCATE AND PROTECT CONCEALED PIPES,

CONDUITS AND OTHER EXISTING CONSTRUCTION PRIOR TO DEMOLITION AND

TAKE APPROPRIATE ACTION TO PROTECT THEM AND TO PROVIDE FOR SAFETY.

2. THE CONSTRUCTION AREA SHALL BE KEPT CLEAN AND ORDERLY, AND

HOUSEKEEPING SHALL BE PERFORMED ON A DAILY BASIS.

GENERAL STRUCTURAL NOTES:

COMMUNICATION TOWER

FILE: SCALE:

DRAWING DATE:

SIGNATURE:

PROFESION:

ENGINEER

PHASE:

10% 35% 90%60% 100%

REVISIONS:

SEAL:

LOCATION:

PURCHASE ORDER:

CONTRACT NUMBER: CONTRACT DATE:

PROJECT:

A & E DESIGN FIRM:

COR:

MANAGED BY:

INL

INTERNATIONAL NARCOTICS AND LAW

ENFORCEMENT SECTION (INL)

EMBASSY OF THE UNITED STATES

BELMOPAN, BELIZE

NOTICE:

THIS DOCUMENT IS PROPERTY OF THE U.S.

GOVERMENT. FURTHER REPRODUCTION AND/OR

DISTRIBUTION IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF THE INTERNATIONAL

NARCOTICS AND LAW ENFORCEMENT SECTION

(INL), BELMOPAN, BELIZE. INFORMATION ON THIS

DOCUMENT IS NOT BE ALTERED EXCEPT WITH

THE WRITTEN APPROVAL OF THE OFFICE.

1 2 3 4 5 6

NO SUBMITTAL DATE

19GE5022D0004

19GE5022F0363

EMBASSY OF THE UNITED STATES

NARCOTICS AND LAW ENFORCEMENT

AFFAIRS SECTION - INL BELMOPAN -

BELIZE

PLAN No:

DRAWING

TITLE:

4197 Pleasant Hill Road Suite 200 Duluth, GA 30096

(770) 622-2270

GOVERNMENT OF BELIZE

5/12/2022

CROOKED TREE WATER TOWER

CROOKED TREE TOWNSHIP,

17° 46' 22"N 88° 32' 47"W

BELIZE

08-24-2022

65% DESIGN SUBMISSION

07.19.2022

100% DESIGN SUBMISSION

08.12.2022

100% FINAL

08.24.2022

REINFORCEMENT

1. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED

OTHERWISE.

2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND HAVE MINIMUM SIDE AND END

LAPS OF 8".

3. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES AND

PLACEMENT. WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE SECTIONS,

ELEVATIONS, AND DETAILS IS NOT ACCEPTABLE.

4. SPLICES SHALL BE CLASS B IN ACCORDANCE WITH ACI 318, UNLESS NOTED OTHERWISE.

REINFORCEMENT SHALL BE SPLICED ONLY AT LOCATIONS SHOWN OR NOTED IN THE

STRUCTURAL DOCUMENTS, EXCEPT REINFORCEMENT MARKED "CONTINUOUS" CAN BE

SPLICED AT LOCATIONS DETERMINED BY CONTRACTOR. SPLICES AT OTHER LOCATIONS

SHALL BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.

5. PROVIDE DOWELS FROM FOUNDATIONS THE SAME SIZE AND NUMBER AS THE VERTICAL

WALL OR COLUMN REINFORCING, UNLESS NOTED OTHERWISE.

6. PLACE REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE:

6.1 CONCRETE REINFORCEMENT COVER

§ BELOW GRADE: UNFORMED 3" CLEAR

FORMED 2" CLEAR

§ CONTAINMENT WALLS 2" CLEAR

§ COLUMNS (TIES) 1-1/2" CLEAR

§ SLABS 3/4" CLEAR

7. ALL DOWELS AND TERMINATING BARS SHALL HAVE A STANDARD 90 DEGREE HOOK.

CONCRETE:

1. ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING STANDARDS

ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

ACI 117-10 SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND

MATERIALS

ACI 347-14 GUIDE TO FORMWORK FOR CONCRETE

2. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH AT 28 DAYS OF 4500 PSI, AND SHALL HAVE A MAXIMUM WATER

TO CEMENTITIOUS MATERIALS RATIO OF 0.45, AND A MAXIMUM CHLORIDE ION CONTENT OF 0.15% BY WEIGHT OF

CEMENT IN ACCORDANCE WITH ACI 318-19 DURABILITY REQUIREMENTS FOR EXPOSURE TO CHLORIDES IN SERVICE.

3. PREPARE AND SUBMIT MIX DESIGNS FOR EACH TYPE AND STRENGTH OF CONCRETE IN ACCORDANCE WITH ACI 211, "PROPORTIONING CONCRETE MIXTURES", AND ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". READY-MIX

CONCRETE SUPPLIERS TO BE NRMCA-CERTIFIED.

4. ALL CONCRETE IS TO BE NORMAL DENSITY CONCRETE WITH A MAXIMUM SLUMP OF 4 INCHES.

5. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOBSITE.

6. CEMENT SHALL BE PORTLAND CEMENT, ASTM C150, TYPE 1.

7. AGGREGATES SHALL CONFORM TO ASTM C33, #57 STONE AGGREGATE.

8. ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED.

9. REINFORCING OF ALL CONCRETE MEMBERS SHALL HAVE THE FOLLOWING CLEAR CONCRETE COVER:

A. CONCRETE EXPOSED TO EARTH OR WEATHER:

ALL REINFORCING BARS, TIES, STIRRUPS: 3" COVER

B. ALL OTHER CONCRETE 2" COVER

10. ALL REINFORCING STEEL SHALL BE FREE OF RUST, SCALE, OR ANY FOREIGN MATERIAL PRIOR TO PLACING ANY

CONCRETE.

11. REINFORCEMENT PLACEMENT TOLERANCES BARS SHALL BE AS FOLLOWS:

A. MEMBERS WITH EFFECTIVE DEPTH LESS THAN 8":

1. TOLERANCE ON EFFECTIVE DEPTH = +/- 3/8"

2. TOLERANCE ON CONCRETE COVER = - 3/8"

B. MEMBERS WITH EFFECTIVE DEPTH GREATER THAN 8":

1. TOLERANCE ON EFFECTIVE DEPTH = +/- 1/2"

2. TOLERANCE ON CONCRETE COVER = - 1/2"

THE EFFECTIVE DEPTH OF A MEMBER IS DEFINED AS THE OVERALL DEPTH LESS THE APPROPRIATE CONCRETE COVER

FOR EACH MEMBER AS DEFINED ABOVE, STIRRUP OR TIE DIAMETER, AND MINUS THE DISTANCE TO THE CENTER OF THE

REINFORCING. THE EFFECTIVE DEPTH OF MEMBERS INDICATED TO BE REINFORCED AT MID-DEPTH SHALL BE ONE HALF

THE OVERALL MEMBER THICKNESS.

THE TOLERANCE FOR LONGITUDINAL LOCATION OF BENDS AND ENDS OF REINFORCEMENT SHALL BE +/-2", EXCEPT THE

TOLERANCE SHALL BE +/-1/2" AT THE DISCONTINUOUS ENDS OF BRACKETS AND CORBELS, AND +/-1" AT THE

DISCONTINUOUS ENDS OF OTHER MEMBERS.

12. MEMBER DIMENSIONAL TOLERANCES OF ALL MEMBERS SHALL BE AS FOLLOWS:

1. MEMBER OVERALL DIMENSION LESS THAN OR EQUAL TO 12" : +3/8", -1/4"

2. MEMBER OVERALL DIMENSION GREATER THAN 12" AND LESS THAN 36": +1/2",-3/8"

3. MEMBER OVERALL DIMENSION GREATER THAN 36" : +1", -3/4"

13. MAKE CONSTRUCTION JOINTS IN THE MANNER AND LOCATIONS INDICATED IN THESE DRAWINGS OR AS APPROVED BY

THE ENGINEER IN ADVANCE.

14. EMBEDMENT OF REINFORCEMENT: UNLESS OTHERWISE INDICATED IN THESE DRAWINGS, EMBED ALL REINFORCING

BARS TO THE FAR SIDE (LESS APPROPRIATE COVERAGE) OF CONNECTING AND SUPPORTING MEMBERS.

15. SPLICING OF REINFORCING BARS TO EXISTING REINFORCING BARS:

A. STANDARDS: ACI 318, AWS D1.4

B. MECHANICAL SPLICES MAY BE USED, PROVIDED THEY DEVELOP AT LEAST 125%

OF THE YIELD STRENGTH OF THE ATTACHED BAR. SUBMIT MANUFACTURER'S

TEST DATA.

C. WELDED SPLICES SHALL LIKEWISE DEVELOP AT LEAST 125% OF THE YIELD

STRENGTH OF THE ATTACHED BAR. SUBMIT A COMPLETE CHEMICAL ANALYSIS

FOR ALL BARS, INCLUDING EXISTING BARS. ALL BARS WHICH ARE TO BE

WELDED SHALL HAVE A CARBON EQUIVALENT OF LESS THAN O.75.

REINFORCING BARS SHALL BE BUTT WELDED USING A SINGLE VEE OR DOUBLE

VEE GROOVE JOINT WITH A GROOVE ANGLE OF 45° TO 60°. THE ROOT

OPENING SHALL BE 1/8". USE E70XX OR E60XX (AS INDICATED IN AWS D1.4)

AND LOW-HYDROGEN ELECTRODES. PREHEAT THE REINFORCING BARS AS

REQUIRED BY AWS D1.4.

CONCRETE CONTINUED:

16. REINFORCEMENT SPLICES: MAKE SPLICES FOR REINFORCING BARS BY LAPPING BARS. UNLESS

OTHERWISE NOTED, LAP SPLICE COLUMN AND WALL BARS ABOVE FLOOR AND FOOTING LEVELS.

UNLESS OTHERWISE NOTED, FOR BEAMS AND SLABS. PLACE LAP SPLICES FOR TOP BARS WITHIN

THE MIDDLE THIRD OF THE SPANS. PLACE LAP SPLICES FOR BOTTOM BARS AND INTERMEDIATE

BARS CENTERED OVER SUPPORTS, OR WHEN THIS IS NOT POSSIBLE, PLACE THEM WITHIN ONE

THIRD OF THE SPAN LENGTH FROM THE CENTERLINE OF THE SUPPORTING COLUMN OR WALL.

17. FINISH ALL CONCRETE AS APPROPRIATE FOR THE ARCHITECTURAL FINISHES REQUIRED BY

OWNER (COORDINATE WITH OWNER). GIVE A LIGHT BROOM FINISH TO ALL EXTERIOR CONCRETE

WALKING SURFACES AND TO ALL SURFACES WHICH ARE TO RECEIVE A TILE OR STONE FINISH.

18. CURE ALL CONCRETE FOR MINIMUM OF SEVEN DAYS. THE CURING SHALL ENTAIL MAINTENANCE

OF THE MOISTURE IN THE CONCRETE. GENERALLY, THIS SHALL BE ACCOMPLISHED BY TREATING

EXPOSED CONCRETE SURFACES WITH A CHEMICAL CURING COMPOUND IMMEDIATELY AFTER

FINISHING AND IMMEDIATELY AFTER REMOVAL OF FORMS. FORMS SHALL BE KEPT MOIST BY

FREQUENT WATER SPRAYING PRIOR TO REMOVAL. CURING COMPOUND SHALL CONFORM TO THE

REQUIREMENTS OF ASTM C-309. VERIFY COMPATIBILITY OF CURING COMPOUND WITH PROPOSED

FINISHES, OR COMPLETELY REMOVE CURING COMPOUND PRIOR TO APPLYING FINISHES.

19. ALL EXPOSED CONCRETE EDGES SHALL HAVE A 3/4", 45 DEG. CHAMFER, EXCEPT WHERE

OTHERWISE NOTED.

20. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATIONS OF

ALL SLEEVES, PADS, DEPRESSIONS, OPENINGS, EMBEDDED ITEMS, ETC. OF ANY EXISTING WORK.

ANY DISCREPANCIES FOUND SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER.

21. EXISTING CONCRETE WHICH CONTACTS NEW CONCRETE SHALL BE THOROUGHLY CLEANED AND

ROUGHENED TO MINIMUM 1/8" AGGREGATE FRACTURED SURFACE BEFORE PLACEMENT OF NEW

CONCRETE. EXISTING CONCRETE SHALL BE COATED WITH…

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

File details come from the government source that posted it. Updated Nov 21, 2023.