Annex 1 JIOC 100 Final Drawings.pdf

PDF 10 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 document package contains final construction drawings for a communication tower project. The drawings include site plans, structural details, mechanical plans, and electrical schematics for building a new tower and equipment shed at the Belize Defense Forces JIOC facility in Ladyville, Belize. The project is funded through Federal Contract Opportunity 19AQMM24N0006 with the Department of State Office of Acquisition Management. Construction will establish new wireless infrastructure to support government operations. Services required include site work, foundations, tower installation, building construction, and full mechanical, electrical and low-voltage systems. The contractor must follow all drawings and specifications while meeting all necessary codes and regulations. Completion is required by August 24th, 2022 according to the schedules in the design submission documents.

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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

BELIZE DEFENSE FORCES

LADYVILLE, BELIZE

17° 32' 49"N 88° 18' 28"W

JIOC BUILDING

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

TASK ORDER NO. 19GE5022F0363

BELIZE DEFENSE FORCES JIOC BLDG, LADYVILLE, BELIZE

GOVERNMENT OF BELIZE

COMMUNICATION TOWERS

100% FINAL

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

BELIZE DEFENSE FORCES

LADYVILLE, BELIZE

17° 32' 49"N 88° 18' 28"W

JIOC BUILDING

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 PLAN

C120

SITE GRADING & EROSION CONTROL PLAN

C130

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

C140

SITE DEMOLITION PLAN

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

BELIZE DEFENSE FORCES

LADYVILLE, BELIZE

17° 32' 49"N 88° 18' 28"W

JIOC BUILDING

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

BELIZE DEFENSE FORCES

LADYVILLE, BELIZE

17° 32' 49"N 88° 18' 28"W

JIOC BUILDING

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.

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12.00ft

12.20ft

12.20ft 12.20ft

.20 ft

12.40ft 12.40ft

.40 ft

12.60ft

.60 ft

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

BELIZE DEFENSE FORCES

LADYVILLE, BELIZE

17° 32' 49"N 88° 18' 28"W

JIOC BUILDING

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

CONDTIONS

PLAN

Scale 1" = 20'

402020

NORTH

LINETYPE LEGEND:

GENERAL NOTES:

CONSTRUCTION PHASING NOTES:

HATCH LEGEND

AutoCAD SHX Text

EXISTING GATE

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EXISTING GATE

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FLAG STAND

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EXISTING SIGN

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EXISTING LIFT PUMP

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EXISTING LIFT PUMP CONTROL

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EXISTING TOWER BASE

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EXISTING RADIO CONTROL

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EXISTING GENERATOR SHED

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EXISTING TRANSFORMER

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EXISTING CONCRETE DRIVEWAY

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EXISTING CONCRETE DRIVEWAY

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EXISTING PARKING LOT

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EXISTING BUILDING

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TEMPORARY BENCH MARK

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EXISTING ROAD

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ELECTRICAL LINE

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WATER LINE

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LIGHT POLE

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CONCRETE PILLAR

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6" SEWER LINE

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UTILITIES MANHOLE

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GUY WIRE ANCHOR SLAB

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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.

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EXISTING CONCRETE

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%%UEXISTING CONDTIONS PLAN

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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

07-19-2022

BELIZE DEFENSE FORCES

LADYVILLE, BELIZE

17° 32' 49"N 88° 18' 28"W

JIOC BUILDING

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 DEMOLITON

PLAN

Scale 1" = 20'

402020

NORTH

LEGEND

LINETYPE LEGEND:

GENERAL NOTES:

CONSTRUCTION PHASING NOTES:

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42 LF SAW CUT

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6" SEWER LINE

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UTILITIES MANHOLE

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GUY WIRE ANCHOR SLAB

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SCALE:

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%%USITE DEMOLITON PLAN

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

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

BELIZE DEFENSE FORCES

LADYVILLE, BELIZE

17° 32' 49"N 88° 18' 28"W

JIOC BUILDING

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 LAYOUT &

UTILITY PLAN

Scale 1" = 20'

402020

NORTH

LINETYPE LEGEND:

GENERAL NOTES:

CONSTRUCTION PHASING NOTES:

HATCH LEGEND

DATUM NOTE:

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PROP EDGE OF EX CONC SURFACE

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PROP 30' BY 30' TOWER FOOTPRINT

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

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PROP EDGE OF EX CONC SURFACE

AutoCAD SHX Text N:1940528.3362 E:361199.8842

AutoCAD SHX Text N:1940528.6669 E:361190.7462

AutoCAD SHX Text N:1940542.5200 E:361204.0608

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EXISTING GATE

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EXISTING GATE

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FLAG STAND

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EXISTING SIGN

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EXISTING FENCE

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EXISTING FENCE

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EXISTING FENCE

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EXISTING LIFT PUMP

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EXISTING LIFT PUMP CONTROL

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EXISTING TOWER BASE

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EXISTING RADIO CONTROL

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EXISTING GENERATOR SHED

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EXISTING TRANSFORMER

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EXISTING CONCRETE DRIVEWAY

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EXISTING CONCRETE DRIVEWAY

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EXISTING PARKING LOT

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EXISTING PARKING LOT

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EXISTING BUILDING

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EXISTING CONCRETE SIDEWALK

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EXISTING CONCRETE SIDEWALK

AutoCAD SHX Text POWER FROM EX TRANSFORMER ON MAIN BUILDING VIA UNDERGROUND CONDUIT. SEE E002 FOR ELECTRICAL RISER DIAGRAM

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20 SF CONC SIDEWALK REPLACEMENT

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

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TEMPORARY BENCH MARK

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PERIMETER FENCE

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EXISTING ROAD

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ELECTRICAL LINE

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WATER LINE

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LIGHT POLE

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CONCRETE PILLAR

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6" SEWER LINE

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UTILITIES MANHOLE

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GUY WIRE ANCHOR SLAB

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PROPOSED CONCRETE PAD / SIDEWALK

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EXISTING CONCRETE

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PROPOSED CELL TOWER FOUNDATION FOOTPRINT

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SCALE:

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%%USITE LAYOUT & UTILITY PLAN

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text D5

AutoCAD SHX Text C501

AutoCAD SHX Text D3

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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.

0f t

11.00ft

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0f t

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

BELIZE DEFENSE FORCES

LADYVILLE, BELIZE

17° 32' 49"N 88° 18' 28"W

JIOC BUILDING

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

C140

SITE GRADING &

EROSION

CONTROL PLAN

Scale 1" = 20'

402020

NORTH

GENERAL NOTES:

CONSTRUCTION PHASING NOTES:

LINETYPE LEGEND:

EROSION CONTROL LEGEND

EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN NOTES

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EXISTING GATE

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EXISTING GATE

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FLAG STAND

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EXISTING SIGN

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EXISTING FENCE

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EXISTING FENCE

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EXISTING FENCE

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EXISTING LIFT PUMP

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EXISTING LIFT PUMP CONTROL

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EXISTING TOWER BASE

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EXISTING RADIO CONTROL

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EXISTING GENERATOR SHED

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EXISTING TRANSFORMER

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EXISTING CONCRETE DRIVEWAY

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EXISTING CONCRETE DRIVEWAY

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EXISTING PARKING LOT

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EXISTING PARKING LOT

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EXISTING BUILDING

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EXISTING CONCRETE SIDEWALK

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EXISTING CONCRETE SIDEWALK

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SCALE:

AutoCAD SHX Text C140

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%%USITE GRADING & EROSION CONTROL PLAN

AutoCAD SHX Text 1" = 20'

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TEMPORARY BENCH MARK

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PERIMETER FENCE

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EXISTING ROAD

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ELECTRICAL LINE

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WATER LINE

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LIGHT POLE

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CONCRETE PILLAR

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6" SEWER LINE

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UTILITIES MANHOLE

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GUY WIRE ANCHOR SLAB

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TEMPORARY SEEDING

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STORM DRAIN INLET PROTECTION

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SEDIMENT BARRIER - HAY BALES

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SEDIMENT BARRIER - SILT FENCE

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AutoCAD SHX Text C-510

AutoCAD SHX Text B2

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AutoCAD SHX Text C5

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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.

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DRAINAGE PATH

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(NATIVE MIX TO MATCH EXISTING)

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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

BELIZE DEFENSE FORCES

LADYVILLE, BELIZE

17° 32' 49"N 88° 18' 28"W

JIOC BUILDING

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

C501

CONSTRUCTION

DETAILS

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SCALE:

AutoCAD SHX Text D5

AutoCAD SHX Text C501

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%%UUTILITY TRENCH (UNDER GRASS)

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NTS

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NEW UTILITY LINE

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GRASSING, MATCH EXISTING GRASS SPECIES

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INITIAL BACKFILL MATERIAL (COMPACTED TO 95% PER ASTM D1557)

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NOTE: INITIAL BACKFILL SHALL CONSIST OF SELECT GRANULAR MATERIAL.

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BACKFILL MATERIAL (COMPACTED TO 95% PER ASTM D1557)

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4" TOP SOIL LAYER

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TOP 8" OF BACKFILL TO BE COMPACTED TO 90% PER ASTM D1557

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UNDERGROUND DETECTABLE UTILITY WARNING TAPE AT LEAST 1' ABOVE TOP OF UTILITY.

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SCALE:

AutoCAD SHX Text D3

AutoCAD SHX Text C501

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%%UCONCRETE SIDEWALK SECTION

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NTS

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1/4" / FT

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PORTLAND CEMENT CONCRETE MW. 28 DAY COMPRESSIVE STRENGTH OF 4,500 PSI

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COMPACTED SUBGRADE (NO GRAVEL)

NOTES: 1. PROVIDE CONTRACTION JOINTS IN RECTANGULAR PATTERN. PROVIDE CONTRACTION JOINTS IN RECTANGULAR PATTERN. 2. CONTRACTION JOINTS SHALL BE ONE INCH DEEP AND EDGED WITH A 1/4" CONTRACTION JOINTS SHALL BE ONE INCH DEEP AND EDGED WITH A 1/4" RADIUS. 3. 1/2" EXPANSION MATERIAL REQUIRED WHERE CONCRETE ABUTS CONCRETE 1/2" EXPANSION MATERIAL REQUIRED WHERE CONCRETE ABUTS CONCRETE STRUCTURE. 4. THIS DETAIL IS NOT INTENDED TO BE USED FOR THE CELL TOWER ELECTRICAL THIS DETAIL IS NOT INTENDED TO BE USED FOR THE CELL TOWER ELECTRICAL BUILDING SLAB.

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

BELIZE DEFENSE FORCES

LADYVILLE, BELIZE

17° 32' 49"N 88° 18' 28"W

JIOC BUILDING

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.

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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.

AutoCAD SHX Text H

AutoCAD SHX Text 1/2 H

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MAXIMUM SEDIMENT STORAGE

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AutoCAD SHX Text < 2

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2 TO 5

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5 TO 10

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10 TO 20

AutoCAD SHX Text > 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

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FILTER SOCK*

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COMPOST FILTER SOCK

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EXISTING CONTOURS

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

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NOT TO SCALE

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INLET PROTECTION - COMPOST SOCK

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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

SUPP…

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