Annex 3 Blue Creek 100 Final Drawings.pdf

PDF 9 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 set of construction documents includes plans and specifications for building a communication tower and associated facilities. The project involves constructing concrete tower foundations, erecting a tower, building a concrete equipment slab and metal equipment building, installing electrical and mechanical systems, and addressing site work such as fencing, drainage and erosion control. Relevant details include specifications for reinforced concrete, structural steel, equipment connections and anchoring. The drawings provide plans, elevations, sections and details for the tower, foundations, building and site improvements. Specified equipment includes a ductless split HVAC system and electrical service upgrades. The project appears intended to improve wireless infrastructure by developing communications tower and supporting facilities.

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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

PROPERTY OF DAVID BLATZ

BLUE CREEK, BELIZE

17° 52' 43"N 88° 56' 17"W

65% DESIGN SUBMISSION 07-19-2022

100% DESIGN SUBMISSION 08-12-2022

100% FINAL 08-24-2022

COVER PAGE

AS NOTED

G001

CONTRACT NO. 19GE5022D0004

AUGUST 24, 2022

TASK ORDER NO. 19GE5022F0363

PROPERTY OF DAVID BLATZ, BLUE CREEK, BELIZE

GOVERNMENT OF BELIZE

COMMUNICATION TOWERS

100% FINAL

EMBASSY OF THE UNITED STATES

INTERNATIONAL NARCOTICS AND

LAW ENFORCEMENT AFFAIRS

SECTION - INL

BELMOPAN, BELIZE

EMBASSY OF THE UNITED STATES

INTERNATIONAL NARCOTICS AND

LAW ENFORCEMENT AFFAIRS

SECTION - INL

BELMOPAN, BELIZE

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

PROPERTY OF DAVID BLATZ

BLUE CREEK, BELIZE

17° 52' 43"N 88° 56' 17"W

65% DESIGN SUBMISSION 07-19-2022

100% DESIGN SUBMISSION 08-12-2022

100% FINAL 08-24-2022

VICINITY AND

LOCATION MAPS

AS NOTED

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

SITE EXISTING CONDITIONSC110

SITE LAYOUT & UTILITY PLANC120

SITE GRADING & EROSION CONTROL PLANC130

CONSTRUCTION DETAILSC501

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

PROPERTY OF DAVID BLATZ

BLUE CREEK, BELIZE

17° 52' 43"N 88° 56' 17"W

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

PROPERTY OF DAVID BLATZ

BLUE CREEK, BELIZE

17° 52' 43"N 88° 56' 17"W

65% DESIGN SUBMISSION 07-19-2022

100% DESIGN SUBMISSION 08-12-2022

100% FINAL 08-24-2022

GENERAL

ELECTRICAL SHED

PLAN AND

ELEVATIONS

AS NOTED

G004

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.

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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

65% DESIGN SUBMISSION 07-19-20221

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

PROPERTY OF DAVID BLATZ

BLUE CREEK, BELIZE

17° 52' 43"N 88° 56' 17"W

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

SUBMITTAL DATE

100% FINAL 08-24-2022

C110

SITE EXISTING

CONDITIONS

Scale 1" = 20'

402020

NORTH

LINETYPE LEGEND:

GENERAL NOTES:

CONSTRUCTION PHASING NOTES:

AutoCAD SHX Text

EXISTING TREE (TYP.)

AutoCAD SHX Text

EXISTING FENCE

AutoCAD SHX Text

EXISTING TREE (TYP.)

AutoCAD SHX Text

TEMPORARY BENCH MARK

AutoCAD SHX Text

BARBED WIRE FENCE

AutoCAD SHX Text

EXISTING ROAD

AutoCAD SHX Text

EXISTING GATE

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

CONCRETE PILLAR

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 C501 FOR CONSTRUCTION DETAILS AND SHEET REFER TO SHEET C501 FOR CONSTRUCTION DETAILS AND SHEET C501 FOR CONSTRUCTION DETAILS AND SHEET FOR CONSTRUCTION DETAILS AND SHEET 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

SCALE:

AutoCAD SHX Text C110

AutoCAD SHX Text

%%USITE EXISTING CONDITIONS

1" = 20'

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

65% DESIGN SUBMISSION 07-19-20221

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

PROPERTY OF DAVID BLATZ

BLUE CREEK, BELIZE

17° 52' 43"N 88° 56' 17"W

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

SUBMITTAL DATE

100% FINAL 08-24-2022

C120

SITE LAYOUT &

UTILITY PLAN

Scale 1" = 20'

402020

NORTH

LINETYPE LEGEND:

GENERAL NOTES:

CONSTRUCTION PHASING NOTES:

HATCH LEGEND

DATUM NOTE:

AutoCAD SHX Text

EXISTING TREE (TYP.)

AutoCAD SHX Text

EXISTING FENCE

AutoCAD SHX Text

EXISTING TREE (TYP.)

AutoCAD SHX Text N:1977798.6520 E:294662.9873

AutoCAD SHX Text N:1977807.6777 E:294664.4538

AutoCAD SHX Text N:1977814.2587 E:294656.2593

AutoCAD SHX Text N:1977808.9290 E:294672.1590

AutoCAD SHX Text N:1977820.2381 E:294647.9669

AutoCAD SHX Text N:1977797.0723 E:294644.2028

AutoCAD SHX Text

PROPOSED SECURITY FENCE W/ GATE

AutoCAD SHX Text

PROPOSED GATE WITH TWO 8' PANELS

AutoCAD SHX Text

PROPOSED 30' X 30' CELL TOWER FOUNDATION FOOTPRINT

AutoCAD SHX Text

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

AutoCAD SHX Text PROPOSED POWER POLE WITH NEW OVERHEAD TRANSFORMER. LOCAL POWER COMPANY WILL EXTEND OVERHEAD SERVICE TO THIS POLE/TRANSFORMER AS WELL AS AN OVERHEAD SECONDARY POWER LINE TO THE PROPOSED COMMUNICATION BUILDING. REFER TO SHEET E002 FOR ELECTRICAL RISER DIAGRAM.

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

AutoCAD SHX Text

CENTER OF TEMPORARY BENCHMARK

AutoCAD SHX Text

CENTER OF TEMPORARY BENCHMARK

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TEMPORARY BENCH MARK

AutoCAD SHX Text

BARBED WIRE FENCE

AutoCAD SHX Text

EXISTING ROAD

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EXISTING GATE

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PROPERTY LINE

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LIGHT POLE

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CONCRETE PILLAR

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PROPOSED CONCRETE PAD

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PROPOSED CELL TOWER FOUNDATION FOOTPRINT

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text C120

AutoCAD SHX Text

%%USITE LAYOUT & UTILITY PLAN

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text C501

AutoCAD SHX Text A2

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.

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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

65% DESIGN SUBMISSION 07-19-20221

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

PROPERTY OF DAVID BLATZ

BLUE CREEK, BELIZE

17° 52' 43"N 88° 56' 17"W

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

SUBMITTAL DATE

100% FINAL 08-24-2022

C130

SITE GRADING &

EROSION

CONTROL PLAN

Scale 1" = 20'

402020

NORTH

EROSION CONTROL LEGEND

GENERAL NOTES:

CONSTRUCTION PHASING NOTES:

EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN NOTES

LINETYPE LEGEND:

TS PS

SOIL CONDITION NOTE:

AutoCAD SHX Text

EXISTING TREE (TYP.)

AutoCAD SHX Text

EXISTING FENCE

AutoCAD SHX Text

EXISTING TREE (TYP.)

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

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

DRAINAGE PATH

AutoCAD SHX Text

TEMPORARY BENCH MARK

AutoCAD SHX Text

BARBED WIRE FENCE

AutoCAD SHX Text

EXISTING ROAD

AutoCAD SHX Text

EXISTING GATE

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

CONCRETE PILLAR

AutoCAD SHX Text

(NATIVE MIX TO MATCH EXISTING)

AutoCAD SHX Text

PERMANENT SEEDING

AutoCAD SHX Text

(NATIVE MIX TO MATCH EXISTING)

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text C130

AutoCAD SHX Text

%%USITE GRADING & EROSION CONTROL PLAN

AutoCAD SHX Text 1" = 20'

1) CONTRACTOR TO REMOVE ROCK AT GRADE TO EXCAVATION DEPTH. CONTRACTOR TO REMOVE ROCK AT GRADE TO EXCAVATION DEPTH. REFER TO GEOTECHNICAL REPORT FOR ROCK DEPTHS.

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

65% DESIGN SUBMISSION 07-19-20221

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

PROPERTY OF DAVID BLATZ

BLUE CREEK, BELIZE

17° 52' 43"N 88° 56' 17"W

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

SUBMITTAL DATE

100% FINAL 08-24-2022

C501

CONSTRUCTION

DETAILS

XXXXX

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XXX

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CHAIN-LINK SECURITY FENCE DETAIL

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TYPICAL FENCE CORNER PANEL

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CHAIN LINK FENCING NOTES

CONCERTNA WIRE MOUNTING

TOP OR BRACE RAIL ATTACHMENTROUND POST

LINE POST ATTACHMENTS

DROP BAR SLEEVE DETAIL

AutoCAD SHX Text NOTES: 1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS. 2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA. 3. UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL FE6 FENCE SHALL HAVE UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL FE6 FENCE SHALL HAVE AN APRON EXTENDED OUTWARD FROM THE AREA BEING PROTECTED. 4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST IS COMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF THE FOUNDATION. 5. FE6-TR-84 TYPE FE6-TR-84 TYPE 5.1. FE6 CHAIN LINK FENCE WITH BARBED WIRE ON SINGLE OUTRIGGER FE6 CHAIN LINK FENCE WITH BARBED WIRE ON SINGLE OUTRIGGER 5.2. TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM 5.3. FINAL NUMBER IS FABRIC WIDTH IN INCHES. FINAL NUMBER IS FABRIC WIDTH IN INCHES. 6. FABRICATED LATCHES WITH INTEGRAL EYE OPENINGS FOR PADLOCKING. PADLOCK SHALL BE ACCESSIBLE FROM BOTH SIDES OF GATE.

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text 6"

AutoCAD SHX Text

CONCRETE BASE

AutoCAD SHX Text

10" MIN. DIA.

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

10'-0" O.C. MAXIMUM LINE POSTS TO BE EQUALLY SPACED

AutoCAD SHX Text

1 1/2" MIN 2 1/2" MAX

AutoCAD SHX Text

8' LEAF

AutoCAD SHX Text

LATCH

AutoCAD SHX Text

ASSEMBLY

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text 6"

AutoCAD SHX Text

10'-0" O.C. MAXIMUM LINE POSTS TO BE EQUALLY SPACED

AutoCAD SHX Text

10" MIN. DIA.

AutoCAD SHX Text

EXTENSION ARM

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

FRAME CAP

AutoCAD SHX Text

CENTER DROP BAR

AutoCAD SHX Text

8' LEAF

AutoCAD SHX Text

GATE POST SCHEDULE

AutoCAD SHX Text

GATE LEAF WIDTH

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OUTSIDE DIMENSION

AutoCAD SHX Text

(NOMINAL)

AutoCAD SHX Text

(NOMINAL)

AutoCAD SHX Text

4.0" OD

AutoCAD SHX Text

GREATER THAN 6' TO 12'

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

3/8 " DIA. TRUSS RODS (TYP)

AutoCAD SHX Text

10'-0" MAXIMUM

AutoCAD SHX Text 6"

AutoCAD SHX Text

3'-4" MIN.

AutoCAD SHX Text

16" MIN. DIA.

AutoCAD SHX Text 2"

AutoCAD SHX Text

EXTENSION ARM

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DETAILS

AutoCAD SHX Text

EXTENSION ARM

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

LINE POST

AutoCAD SHX Text

CHAIN-LINK FABRIC (9 GAGE, 2" MESH)

AutoCAD SHX Text

TRUSS ROAD 3/8" MIN. DIA.)

AutoCAD SHX Text

CORNER END OR PULL POST

AutoCAD SHX Text

BARBED-WIRE APRON ON EXTENSION ARMS

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

CONCRETE BASE

AutoCAD SHX Text

TOP RAIL

AutoCAD SHX Text

TIE WIRES OR CLIPS (TYP.)

AutoCAD SHX Text

BRACE RAIL

AutoCAD SHX Text

HOG RINGS (TYP.)

AutoCAD SHX Text

GATE HINGE WITH OPPOSING BARREL PINS

AutoCAD SHX Text

CHAIN-LINK FABRIC (9 GAGE, 2" MESH)

AutoCAD SHX Text

TIE WIRES OR CLIPS (TYP.)

AutoCAD SHX Text

BARBED-WIRE APRON ON EXTENSION ARMS

AutoCAD SHX Text

CONCRETE BASE

AutoCAD SHX Text

TOP RAIL

AutoCAD SHX Text

HOG RINGS (TYP.)

AutoCAD SHX Text

LINE POST

AutoCAD SHX Text

TENSION WIRE

AutoCAD SHX Text

BOTTOM OF FABRIC

AutoCAD SHX Text

7' FABRIC WIDTH

AutoCAD SHX Text NOTE: PROVIDE ONE DROP BAR FOR EACH LEAF (TYP). : PROVIDE ONE DROP BAR FOR EACH LEAF (TYP). ASSOCIATED GALV SLEEVES TO BE INSTALLED FLUSH WILL GRADE AT FULLY OPEN AND CLOSED POSITIONS. CONTRACTOR SHALL PROVIDE 6" LAYER OF #10 STONE BELOW BOTTOM OF SLEEVE TO ALLOW FOR DRAINAGE.

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

1 1/2" MIN 2 1/2" MAX

AutoCAD SHX Text

GATE HINGE WITH OPPOSING BARREL PINS

AutoCAD SHX Text

TOP RAIL

AutoCAD SHX Text

TENSION WIRE

AutoCAD SHX Text

BOTTOM OF FABRIC

AutoCAD SHX Text

7' FABRIC WIDTH

AutoCAD SHX Text

BRACE RAILS

AutoCAD SHX Text

TRUSS ROD ( " MIN. DIA.)38" MIN. DIA.)

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

1 1/2" MIN 2 1/2" MAX

AutoCAD SHX Text

TOP RAIL

AutoCAD SHX Text

TENSION WIRE

AutoCAD SHX Text

BOTTOM OF FABRIC

AutoCAD SHX Text

7' FABRIC WIDTH

AutoCAD SHX Text

GATE HINGE WITH OPPOSING BARREL PINS

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

1 1/2" MIN 2 1/2" MAX

AutoCAD SHX Text

BARBED-WIRE APRON ON EXTENSION ARMS

AutoCAD SHX Text

CONCRETE BASE

AutoCAD SHX Text

TOP RAIL

AutoCAD SHX Text

HOG RINGS (TYP.)

AutoCAD SHX Text

BOTTOM OF FABRIC

AutoCAD SHX Text

7' FABRIC WIDTH

AutoCAD SHX Text

BRACE RAILS

AutoCAD SHX Text

TRUSS ROD ( " MIN. DIA.)38" MIN. DIA.)

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

1 1/2" MIN 2 1/2" MAX

AutoCAD SHX Text

TOP RAIL

AutoCAD SHX Text

TENSION WIRE

AutoCAD SHX Text

7' FABRIC WIDTH

AutoCAD SHX Text

TURNBUCKLE (TYP.)

AutoCAD SHX Text

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

AutoCAD SHX Text

FABRIC WIDTH 84"

AutoCAD SHX Text 2.875" O.D.

AutoCAD SHX Text 2.375" O.D.

AutoCAD SHX Text 1.66" O.D.

AutoCAD SHX Text

TUBULAR - ROUND

AutoCAD SHX Text

TOP, BOTTOM & BRACE RAILS

AutoCAD SHX Text

TUBULAR - ROUND

AutoCAD SHX Text

LINE POSTS

AutoCAD SHX Text

TUBULAR - ROUND

AutoCAD SHX Text

CORNER, END & PULL POSTS

AutoCAD SHX Text

USE AND SECTION

AutoCAD SHX Text

STEEL POST SCHEDULE

AutoCAD SHX Text

1. FABRIC: THE STANDARD FENCE FABRIC SHALL BE VINYL, ZINC FABRIC: THE STANDARD FENCE FABRIC SHALL BE VINYL, ZINC : THE STANDARD FENCE FABRIC SHALL BE VINYL, ZINC OR ALUMINUM-COATED STEEL WIRE CHAIN LINK WITH MESH OPENINGS NOT LARGER THAN TWO INCHES PER SIDE AND A TWISTED AND BARBED SELVAGE AT TOP AND BOTTOM IN ACCORDANCE WITH THE SPECIFICATIONS. UTILIZE 6-GAUGE FOR BASE PERIMETER OR HEIGHTENED SECURITY ZONES AND 9-GAUGE FOR BASE INTERIOR OR WHEN JOINING AN EXISTING FENCE WHICH IS ALREADY 9-GAUGE. 2. FABRIC TIES: ONLY 12-GAUGE STEEL TIES SHALL BE USED. FABRIC TIES: ONLY 12-GAUGE STEEL TIES SHALL BE USED. : ONLY 12-GAUGE STEEL TIES SHALL BE USED. COATING OR PLATING WILL BE ELECTROLYTICALLY COMPATIBLE WITH THE FENCE FABRIC TO INHIBIT CORROSION. 3. REINFORCEMENT: TENSION WIRES SHALL BE INSTALLED AND REINFORCEMENT: TENSION WIRES SHALL BE INSTALLED AND : TENSION WIRES SHALL BE INSTALLED AND INTERWOVEN (OR AFFIXED WITH FABRIC TIES) ALONG THE TOP & BOTTOM OF THE FENCE FOR STABILIZATION OF THE FENCE FABRIC. 4. FENCE HEIGHT: CHAIN LINK FABRIC SHALL BE 7' HIGH WITH AN FENCE HEIGHT: CHAIN LINK FABRIC SHALL BE 7' HIGH WITH AN : CHAIN LINK FABRIC SHALL BE 7' HIGH WITH AN ADDITIONAL 1' IN HEIGHT COMPOSED OF 3 STRANDS OF BARBED WIRE AS REQUIRED. THE TOTAL FENCE HEIGHT SHALL BE 8'. 5. GROUND CLEARANCE: BOTTOM OF THE FENCE FABRIC SHALL BE GROUND CLEARANCE: BOTTOM OF THE FENCE FABRIC SHALL BE : BOTTOM OF THE FENCE FABRIC SHALL BE WITHIN TWO INCHES OF FIRM SOIL. 6. TOP GUARDS: A TOP GUARD IS AN OVERHANG OF BARBED WIRED TOP GUARDS: A TOP GUARD IS AN OVERHANG OF BARBED WIRED : A TOP GUARD IS AN OVERHANG OF BARBED WIRED ALONG THE TOP OF A FENCE, FACING OUTWARD (AWAY FROM PROTECTED SITE) AND UPWARD AT APPROX. 45 ANGLE. TOP GUARD SUPPORTING ARMS WILL BE PERMANENTLY AFFIXED TO THE TOP OF FENCE POSTS TO INCREASE THE OVERALL HEIGHT OF THE FENCE AT LEAST 1 FOOT. THREE STRANDS OF 12-GAUGE BARBED WIRE, EQUALLY SPACED, SHALL BE INSTALLED ON THE SUPPORTING ARMS. 7. FENCE POSTS: SHALL BE ASTM F1043 OR F1083 ROUND PIPE FENCE POSTS: SHALL BE ASTM F1043 OR F1083 ROUND PIPE : SHALL BE ASTM F1043 OR F1083 ROUND PIPE OR SQUARE TUBE AND SHALL BE GALVANIZED IN ACCORDANCE WITH THE SPECIFICATIONS. FENCE POST SPACING AND SIZE (DIAMETER) SHALL BE DETERMINED IN ACCORDANCE WITH CHAIN LINK FENCE MANUFACTURERS' INSTITUTE (WLG 2445). SPACING SHALL NOT EXCEED 10'-0" OC. SIZE (DIAMETER) SHALL NOT BE LESS THAN THAT SPECIFIED.

AutoCAD SHX Text

TYP

AutoCAD SHX Text

1/4" LARGE FLANGE STRUCTURAL BLIND REVET (TYP)

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

LOCK PIN OR Z CUT IN BARBWIRE ARM (TYP)

AutoCAD SHX Text

BARBED WIRE STRAND (TYP)

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text

STEEL BARBED-TAPE CONCERTINA WIRE

AutoCAD SHX Text

TIE BOTH TAPE COILS TO TOP BARBED WIRE ON EACH EXTENSION ARM

AutoCAD SHX Text

STEEL BARBED-TAPE CONCERTINA (2 COILS SPIRALED IN OPPOSITE DIRECTIONS)

AutoCAD SHX Text

STEEL BARBED-TAPE CONCERTINA (2 COILS SPIRALED IN OPPOSITE DIRECTIONS)

AutoCAD SHX Text

STEEL BARBED-TAPE CONCERTINA (2 COILS SPIRALED IN OPPOSITE DIRECTIONS)

AutoCAD SHX Text RUN 3 STRANDS OF BARBED WIRE POST TO POST, ON EACH GATE LEAF. NO EXTENSION ARMS ON GATE LEAFS.

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

9-GAGE STEEL TIE WIRES (2'-0" O.C. MAX.)

AutoCAD SHX Text 9-GAGE STEEL TIE WIRE (15" O.C. MAX. AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC)

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

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%%USTANDARD HINGE

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%%UGATE KEEPER

AutoCAD SHX Text

(TO HOLD GATE OPEN)

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%%ULATCH ASSEMBLY

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SCALE:

AutoCAD SHX Text A2

AutoCAD SHX Text C501

AutoCAD SHX Text

%%UFENCE & GATE DETAILS

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NTS

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1" DIAMETER PVC

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EXTEND PVC SLEEVE 4" INTO SAND LAYER

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NO SCALE

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%%UDROP BAR

3/4" DIAMETER GALVANIZED STEEL

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

65% DESIGN SUBMISSION 07-19-20221

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

PROPERTY OF DAVID BLATZ

BLUE CREEK, BELIZE

17° 52' 43"N 88° 56' 17"W

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

SUBMITTAL DATE

100% FINAL 08-24-2022

C510

EROSION

CONTROL DETAILS

EROSION AND SEDIMENT CONTROL

COMPOST FILTER SOCK

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(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.

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SIDE OF POST

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18" MIN.

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FLOW

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TRENCH WITH COMPACTED

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BACKFILL

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ATTACH FILTER FABRIC

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SECURELY TO UPSTREAM

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PONDING HEIGHT

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FLOW

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

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EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT

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TYPE "A" MAX. POST SPACING 6'

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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.

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MAXIMUM SEDIMENT STORAGE

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2 TO 5

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5 TO 10

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10 TO 20

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LAND SLOPE (PERCENT)

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MAX. SLOPE LENGTH BEHIND FENCE (FEET)

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SLOPE LENGTH CRITERIA FOR SILT FENCE PLACEMENT

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* 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.

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NOT TO SCALE

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SILT FENCE SEDIMENT BARRIER

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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.

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TRENCH DETAIL

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FABRIC REQUIREMENTS

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TYPE FENCE:

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

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WRAP-120 FILL-100

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

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

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NO. 30

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

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

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

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MINIMUM FABRIC WIDTH (IN)

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NOT TO SCALE

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HAY BALES

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DISTURBED (WORK) AREA

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FLOW

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DISTURBED (WORK) AREA

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AREA TO BE PROTECTED

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FLOW

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AREA TO BE PROTECTED

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CROSS-SECTION

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PLAN

AutoCAD SHX Text NOTE: FILTER SOCK SIZED TO SUIT : FILTER SOCK SIZED TO SUIT…

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.