DESIGN DRAWINGS AND SPECIFICATIONS.pdf

PDF 2 MB Posted Jun 2, 2025

Attached to: Embassy of the United States of America RFQ for Trenching and Conduit Installation
Solicitation number: PR15377334
Issued by: Department of State US Embassy Pretoria

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Written by GovTribe AI · Jun 2, 2025

These design drawings are for the Embassy Annex in Pretoria, South Africa, specifically detailing trenching and conduit installation plans. The documents include multiple technical site plans and installation details for various scenarios, such as handhole and conduit installations in finished road, grass area, and other surfaces. Specific technical specifications include:

The drawings provide comprehensive technical guidance for underground utility infrastructure, featuring detailed cross-sections for:

Quavzite pre-fab handhole details
Existing and new handhole/conduit installations in different terrain types
New trenching installation methods for single and double unistruct configurations
Specific pipe (primarily 2" and 3" PVC) routing and embedding specifications
Underground wiring and select backfill requirements
Installation approaches for both finished road and grass area environments

The technical drawings are part of a broader solicitation (PR15377334) by the US Embassy in Pretoria for trenching and conduit installation, with a quote submission deadline of June 23, 2025. The project requires contractors to be SAM-registered, comply with US government clauses, and submit quotes on company letterhead with complete contact information.

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Pretoria Embassy Annex 20034 TSU S.O.W. LCP.docx	DOCX document	Jun 2, 2025
ENDING ILLEGAL DISCRIMINATION.pdf	PDF	Jun 2, 2025

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100% DESIGN SUBMISSION

FOR OBO PERMIT

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LOCAL CONTRACTOR PACKAGE

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100%%% DESIGN SUBMISSION PRETORIA-PME-20034

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EMBASSY ANNEX PRETORIA, SOUTH AFRICA

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UNCLASSIFIED

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DS/FSE/PME

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5800 BARCLAY DRIVE, SA-24

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ALEXANDRIA, VA 22315-5700

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TEL: (703)923-6601

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FAX: (703)923-6802

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UNCLASSIFIED

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U.S. DEPT. OF STATE

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CLASSIFICATION

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UNCLASSIFIED

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AutoCAD SHX Text Department of State, Bureau of Diplomatic Security Arlington, VA, 22209.

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DATE

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REVIEWED BY

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DESIGN CONCEPT

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PME ENGINEERING

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PME CAD

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PME GOV'T

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APPROVAL

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PRY-PME-20034

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PACKAGE

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LOCAL CONTRACTOR

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PRETORIA-PME-20034

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PRETORIA, SOUTH AFRICA

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SYMBOLS AND ABBREVIATIONS

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OVERALL SITE PLAN

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DETAILS

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NOTE: DRAWING SCALE FOR PLAN SET ONLY ACCURATE ON "D" SIZE PRINTS.

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PARTIAL SITE PLANS

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DETAILS

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DS/FSE/PME

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5800 BARCLAY DRIVE, SA-24

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ALEXANDRIA, VA 22315-5700

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TEL: (703)923-6601

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FAX: (703)923-6802

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UNCLASSIFIED

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U.S. DEPT. OF STATE

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CLASSIFICATION

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UNCLASSIFIED

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WARNING:

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AutoCAD SHX Text Department of State, Bureau of Diplomatic Security Arlington, VA, 22209.

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DRAWING TITLE

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SHEET

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PROJECT NUMBER

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DRAWN BY

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PRY-PME-20034

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PRETORIA-PME-20034

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PRETORIA, SOUTH AFRICA

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ABBREVIATIONS

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CONDUIT (NEW)

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CONDUIT CAP

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CONDUIT UP

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UNDER GROUND CONDUIT (NEW)

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HANDHOLE

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A AMPERE AMPERE AC ALTERNATING CURRENT ALTERNATING CURRENT AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ABOVE FINISHED GRADE AMP AMPERE AMPERE APPROX APPROXIMATE(LY) APPROXIMATE(LY) ARCH ARCHITECT(URAL) ARCHITECT(URAL) ATC ACOUSTICAL TILE CEILING ACOUSTICAL TILE CEILING AUTO AUTOMATIC AUTOMATIC AUX AUXILIARY AUXILIARY AVG AVERAGE AVERAGE AVR AUTOMATIC VOLTAGE REGULATOR AUTOMATIC VOLTAGE REGULATOR AWG AMERICAN WIRE GAUGE AMERICAN WIRE GAUGE BFC BELOW FINISHED CEILING BELOW FINISHED CEILING BFF BELOW FINISHED FLOOR BELOW FINISHED FLOOR BFG BELOW FINISHED GRADE BELOW FINISHED GRADE BLDG BUILDING BUILDING BSMT BASEMENT BASEMENT C CONDUIT/COMMON CONDUIT/COMMON CAA CONTROLLED ACCESS AREA CONTROLLED ACCESS AREA CAC COMPOUND ACCESS CONTROL COMPOUND ACCESS CONTROL CAM CAMERA CAMERA CAT CATALOG CATALOG CB CIRCUIT BREAKER CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CLOSED CIRCUIT TELEVISION CDU CABINET POWER DISTRIBUTION UNIT CABINET POWER DISTRIBUTION UNIT CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED CONTRACTOR FURNISHED CONTRACTOR INSTALLED CFE CONTRACTOR FURNISHED EQUIPMENT CONTRACTOR FURNISHED EQUIPMENT CKT CIRCUIT CIRCUIT CLG CEILING CEILING CLO COMMUNITY LIAISON OFFICE COMMUNITY LIAISON OFFICE COL COLUMN COLUMN COM COMMON COMMON CONF CONFERENCE CONFERENCE CONT CONTINUE, CONTINUOUS CONTINUE, CONTINUOUS DAO DEFENSE ATTACHE OFFICE DEFENSE ATTACHE OFFICE DB DECIBEL, DIRECT BURIAL DECIBEL, DIRECT BURIAL DC DIRECT CURRENT DIRECT CURRENT DCM DEPUTY CHIEF OF MISSION DEPUTY CHIEF OF MISSION DET DETAIL DETAIL DIA DIAMETER DIAMETER DIM DIMENSION DIMENSION DN DOWN DOWN DPDT DOUBLE POLE DOUBLE THROW DOUBLE POLE DOUBLE THROW DPST DOUBLE POLE SINGLE THROW DOUBLE POLE SINGLE THROW DOS UNITED STATES DEPARTMENT OF STATE UNITED STATES DEPARTMENT OF STATE DVR DIGITAL VIDEO RECORDER DIGITAL VIDEO RECORDER DWG DRAWING DRAWING E EAST EAST (E) EXISTING EXISTING EA EACH EACH EG EQUIPMENT GROUND EQUIPMENT GROUND EL ELEVATION ELEVATION ELEC ELECTRIC(AL) ELECTRIC(AL) EMT ELECTRICAL METALLIC TUBING ELECTRICAL METALLIC TUBING ENS EMERGENCY NOTIFICATION SYSTEM EMERGENCY NOTIFICATION SYSTEM EOL END OF LINE END OF LINE EQ EQUAL EQUAL EQUIP EQUIPMENT EQUIPMENT ESC ENGINEERING SECURITY CENTER ENGINEERING SECURITY CENTER ESO ENGINEERING SECURITY OFFICE ENGINEERING SECURITY OFFICE ETC ET CETERA ET CETERA EXT EXTERIOR EXTERIOR FA FIRE ALARM FIRE ALARM FLEX FLEXIBLE FLEXIBLE FMC FLEXIBLE METAL CONDUIT FLEXIBLE METAL CONDUIT FSE FACILITY SECURITY ENGINEERING DIVISION FACILITY SECURITY ENGINEERING DIVISION FSS FUSED SAFETY SWITCH FUSED SAFETY SWITCH FT FEET, FOOT FEET, FOOT GA GAUGE GAUGE GALV GALVANIZED GALVANIZED GFCI GROUND FAULT CKT INTERRUPTER GROUND FAULT CKT INTERRUPTER GFE GOVERNMENT FURNISHED EQUIPMENT GOVERNMENT FURNISHED EQUIPMENT GFGI GOVERNMENT FURNISHED GOVERNMENT INSTALLED GOVERNMENT FURNISHED GOVERNMENT INSTALLED GOVT GOVERNMENT GOVERNMENT GRND GROUND GROUND GSA GENERAL SERVICES ADMINISTRATION GENERAL SERVICES ADMINISTRATION GSO GENERAL SERVICES OFFICE GENERAL SERVICES OFFICE GTM GOVERNMENT TECHNICAL MONITOR GOVERNMENT TECHNICAL MONITOR GYM GYMNASIUM GYMNASIUM H, HT HEIGHT HEIGHT HDW HARDWARE HARDWARE HEX HEXAGONAL HEXAGONAL HH HANDHOLE HANDHOLE HOR HORIZONTAL HORIZONTAL HSAS HIGH SECURITY ALARM SYSTEM HIGH SECURITY ALARM SYSTEM HVAC HEATING, VENTILATING AND AIR CONDITIONING HEATING, VENTILATING AND AIR CONDITIONING IAW IN ACCORDANCE WITH IN ACCORDANCE WITH ID INSIDE DIAMETER/IDENTIFICATION INSIDE DIAMETER/IDENTIFICATION IDNS IMMINENT DANGER NOTIFICATION SYSTEM IMMINENT DANGER NOTIFICATION SYSTEM INSUL INSULATION, INSULATED INSULATION, INSULATED I/O INPUT AND OUTPUT INPUT AND OUTPUT IP INTERNET PROTOCOL INTERNET PROTOCOL IRM INFORMATION RESOURCE MANAGEMENT INFORMATION RESOURCE MANAGEMENT ISC INFORMATION SYSTEM CENTER INFORMATION SYSTEM CENTER JBOX JUNCTION BOX JUNCTION BOX KG KILOGRAM(S) KILOGRAM(S) KO KNOCKOUT KNOCKOUT KW KILOWATT(S) KILOWATT(S) L LENGTH, LONG, LITER(S) LENGTH, LONG, LITER(S) LED LIGHT EMITTING DIODE LIGHT EMITTING DIODE LFMC LIQUID-TIGHT FLEXIBLE METAL CONDUIT LIQUID-TIGHT FLEXIBLE METAL CONDUIT LRAD LONG RANGE ACOUSTIC DEVICE LONG RANGE ACOUSTIC DEVICE LxWxH LENGTH x WIDTH x HEIGHT LENGTH x WIDTH x HEIGHT m METER METER MAX MAXIMUM MAXIMUM MECH MECHANICAL MECHANICAL MDP MAIN DISTRIBUTION PANEL MAIN DISTRIBUTION PANEL MED MEDICAL MEDICAL MFR MANUFACTURER MANUFACTURER MH MOUNTING HEIGHT, MANHOLE MOUNTING HEIGHT, MANHOLE MIC MICROPHONE MICROPHONE MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS mm MILLIMETER MILLIMETER MSGQ MARINE SECURITY GUARD QUARTERS MARINE SECURITY GUARD QUARTERS MTD MOUNTED MOUNTED MTG MOUNTING MOUNTING N NORTH NORTH NC NORMALLY CLOSED NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFSS NON-FUSED SAFETY SWITCH NON-FUSED SAFETY SWITCH NO NORMALLY OPEN NORMALLY OPEN NOM NOMINAL NOMINAL NSTISSI NATIONAL SECURITY TELECOMMUNICATIONS AND NATIONAL SECURITY TELECOMMUNICATIONS AND INFORMATION SECURITY INSTRUCTION OD OUTSIDE DIAMETER OUTSIDE DIAMETER OH OVERHEAD OVERHEAD OSC OPEN SOURCE CENTER OPEN SOURCE CENTER P POWER POWER PAC PEDESTRIAN ACCESS CONTROL PEDESTRIAN ACCESS CONTROL PB PULL BOX PULL BOX PDS PROTECTED DISTRIBUTION SYSTEMS PROTECTED DISTRIBUTION SYSTEMS PIR PASSIVE INFRARED PASSIVE INFRARED PME PROJECT MANAGEMENT AND ENGINEERING PROJECT MANAGEMENT AND ENGINEERING PMO POST MANAGEMENT OFFICE POST MANAGEMENT OFFICE POL/ECON POLITICAL AND ECONOMICS OFFICE POLITICAL AND ECONOMICS OFFICE PWR POWER POWER PNL PANEL PANEL PRELIM PRELIMINARY PRELIMINARY PSO POST SECURITY OFFICER POST SECURITY OFFICER PSU POWER SUPPLY UNIT POWER SUPPLY UNIT PTZ PAN TILT ZOOM PAN TILT ZOOM PVC POLY VINYL CHLORIDE POLY VINYL CHLORIDE QAL QUALITY ASSURANCE AND LIAISON QUALITY ASSURANCE AND LIAISON R RADIUS, RISER RADIUS, RISER RECPT RECEPTACLE RECEPTACLE REINF REINFORCEMENT REINFORCEMENT REG REGULATOR REGULATOR REQD REQUIRED REQUIRED REV REVISION REVISION RFC READY MIX FIRECOMPOUND READY MIX FIRECOMPOUND RFI REQUEST FOR INFORMATION REQUEST FOR INFORMATION RGS RIGID GALVANIZED STEEL RIGID GALVANIZED STEEL RM ROOM ROOM RMS ROOT MEAN SQUARE ROOT MEAN SQUARE RSO REGIONAL SECURITY OFFICER REGIONAL SECURITY OFFICER S SIGNAL, SOUTH SIGNAL, SOUTH SCH SCHEDULE SCHEDULE SECT SECTION SECTION SEO SECURITY ENGINEERING OFFICER SECURITY ENGINEERING OFFICER SH SHIELD SHIELD SHT SHEET SHEET SIC SECURITY INTERFACE CABINET SECURITY INTERFACE CABINET SMSe SECURITY MANAGEMENT SYSTEM ENTERPRISE SECURITY MANAGEMENT SYSTEM ENTERPRISE SPD SURGE PROTECTION DEVICE SURGE PROTECTION DEVICE SPDT SINGLE POLE DOUBLE THROW SINGLE POLE DOUBLE THROW SPEC SPECIFICATION SPECIFICATION SQ SQUARE SQUARE STS SECURITY TECHNICAL SPECIALIST SECURITY TECHNICAL SPECIALIST SUSP SUSPENDED SUSPENDED SW SWITCH SWITCH TB TERMINAL BLOCKS TERMINAL BLOCKS TDB TECHNOLOGY DEVELOPMENT BRANCH TECHNOLOGY DEVELOPMENT BRANCH TEMP TEMPORARY, TEMPERATURE TEMPORARY, TEMPERATURE THHN THERMOPLASTIC HIGH HEAT RESISTANT NYLON THERMOPLASTIC HIGH HEAT RESISTANT NYLON THRU THROUGH THROUGH TYP TYPICAL TYPICAL U UNSHIELDED UNSHIELDED (U) UNDERGROUND UNDERGROUND UFAS UNIFORM FEDERAL ACCESSIBILITY STANDARDS UNIFORM FEDERAL ACCESSIBILITY STANDARDS UNO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE UPS UNINTERRUPTIBLE POWER SUPPLY UNINTERRUPTIBLE POWER SUPPLY V VOLT(S) VOLT(S) VERT VERTICAL VERTICAL W WIDTH, WIDE, WEST, WATT(S) WIDTH, WIDE, WEST, WATT(S) W/ WITH WITH W/O WITHOUT WITHOUT WT WEIGHT WEIGHT WTMD WALK THROUGH METAL DETECTOR WALK THROUGH METAL DETECTOR ZN ZONE ZONE ±PLUS/MINUS

SCOPE OF WORK (SOW)

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AutoCAD SHX Text THE CONTRACTING OFFICER REPRESENTATIVE (HEREAFTER REFERRED TO AS POST) WILL RETAIN THE SERVICES OF A LOCAL CONTRACTOR TO PERFORM THE BELOW SCOPE OF WORK. POST WILL HANDLE ALL THE CONTRACT LEGAL REQUIREMENTS WITH THE LOCAL CONTRACTOR. DS/FSE/PME (HEREAFTER REFERRED TO AS PME) WILL PROVIDE THE DESIGN DRAWINGS AND SCOPE OF WORK. THIS DOCUMENT OUTLINES THE SCOPE OF WORK AND SPECIFICATIONS FOR THE LOCAL CONTRACTOR AS FOLLOWS: 1. GENERAL 1.A. DESIGN DRAWINGS AND SPECIFICATIONS PME WILL PROVIDE THE DESIGN PACKAGE AND SPECIFICATIONS FOR THE LOCAL CONTRACTOR TO INSTALL THE INFRASTRUCTURE FOR THE HANDHOLES AND UNDERGROUND CONDUIT AS OUTLINED IN THIS DRAWING PACKAGE. SOLICITATION AWARD AND IMPLEMENTATION OF THIS LOCAL CONTRACTOR PACKAGE MUST MEET THE REQUIREMENTS DESCRIBED IN THE PROVIDED POST REQUEST MEMO. IT IS THE LOCAL CONTRACTORS RESPONSIBILITY TO REVIEW AND UNDERSTAND THE WORK INVOLVED AND WHAT IS REQUIRED TO COMPLETE THE PROJECT. IF ANY ERROR OR INCONSISTENCIES ARE FOUND ON THE DRAWINGS, LOCAL CONTRACTOR WILL BRING THESE TO THE ATTENTION OF POST AND/OR PME. LOCAL CONTRACTOR SHALL HAVE A RESIDENT REGISTERED/CERTIFIED/LICENSED CIVIL ENGINEER OR GRADUATE ARCHITECT ON SITE OR A QUALIFIED CONSTRUCTION SUPERVISOR AT ALL TIMES, WHO SHOULD HAVE AT LEAST TWO YEARS EXPERIENCE IN SIMILAR WORK AND CAN SPEAK, WRITE AND READ ENGLISH AT A MODERATE OR HIGHER LEVEL. LOCAL CONTRACTOR SHALL SUBMIT THE CURRICULUM VITAE OF THE RESIDENT ENGINEER TO THE EMBASSY COMPOUND FOR APPROVAL. LOCAL CONTRACTOR WILL PROVIDE A DETAILED PROJECT SCHEDULE, WITH START AND END DATES FOR WORK ACTIVITIES AND STATING A CRITICAL PATH. LOCAL CONTRACTOR WILL PROVIDE POST WITH WEEKLY WORK PROGRESS REPORTS AND CONSTRUCTION SCHEDULE UPDATES DURING THE DURATION OF THE PROJECT. POST WILL HAVE FINAL APPROVAL OF ALL WORK PERFORMED BY LOCAL CONTRACTOR. 1.B. MATERIALS 1.B.1. PME PROVIDED MATERIALS PME WILL PROVIDE ALL MATERIALS FOR THIS DESIGN PACKAGE, UNLESS NOTED OTHERWISE WITHIN THE DOCUMENT. 1.C. CODES AND GUIDELINES ALL WORK SHALL BE ACCOMPLISHED AS PER THE FOLLOWING CODES AND GUIDELINES. 1. 2018 INTERNATIONAL FIRE CODE (IFC) AND 2020 NATIONAL ELECTRICAL CODE (NEC). 2. 2021 OBO DESIGN STANDARDS (2018 INTERNATIONAL CODES AS ADOPTED AND AMENDED). 3. DS SECURITY ENGINEERING APPLICATION GUIDELINES. 4. 1990 AMERICANS WITH DISABILITIES ACT. 5. ASCE/SEI 7-16 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR ASCE/SEI 7-16 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES. 1.D. DESIGN CRITERIA 1.D.1. RISK CATEGORY 1. OFFICE AND UTILITY BUILDINGS III III 2. ALL OTHER BUILDINGS II II 1.D.2. WIND CRITERIA 1. ULTIMATE DESIGN WIND SPEED A. RISK CATEGORY III 54 m/s (121 MPH) 54 m/s (121 MPH) B. RISK CATEGORY II 51 m/s (114 MPH) 51 m/s (114 MPH) 2. EXPOSURE C C 1.D.3. SEISMIC CRITERIA 1. MCE SPECTRAL RESPONSE ACCELERATIONS (MCEr) A. SHORT PERIOD, S 0.83 S 0.83 0.83 B. 1-SECOND PERIOD, S 0.39 1 0.39 0.39 2. SEISMIC IMPORTANCE FACTOR A. OFFICE AND UTILITY BUILDINGS 1.25 1.25 B. ALL OTHER BUILDINGS 1.00 1.00 3. SITE CLASS D D 4. DESIGN SPECTRAL RESPONSE COEFFICIENTS A. SHORT PERIOD, S 0.65 DS 0.65 0.65 B. 1-SECOND PERIOD, S 0.50 D1 0.50 0.50 5. SEISMIC DESIGN CATEGORY D D 6. SEISMIC REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS A. COMPONENT IMPORTANCE FACTOR, I 1.0 P 1.0 1.0 1.E. SITE AND SAFETY REQUIREMENTS 1.E.1. SITE INSTALLATION OVERSIGHT INSTALLATION OVERSIGHT, SUPERVISION AND ESCORTING IS THE RESPONSIBILITY OF POST IN ACCORDANCE WITH ANY SITE SPECIFIC SECURITY DIRECTIVES. 1.E.2. SITE PREPARATION LOCAL CONTRACTOR WILL BE RESPONSIBLE FOR CLEANING AND REMOVING ALL DEBRIS FROM THE EMBASSY COMPOUND TO THE NEAREST AUTHORIZED DUMP FACILITY (AUTHORIZED BY THE TOWN). THE AREAS AFFECTED BY LOCAL CONTRACTOR'S WORK MUST BE RETURNED BACK TO PRE-CONSTRUCTION CONDITIONS AFTER THE WORK IS COMPLETED. (E.G. GRASS, GRAVEL, SIDEWALK, LANDSCAPING, ASPHALT ETC.) LOCAL CONTRACTOR SHALL LIMIT THE SITE DISTURBANCE TO A MAXIMUM 6 FEET (1829 MM) ON EACH SIDE OF TRENCH. EXCAVATED MATERIAL WILL BE PLACED NEXT TO THE EXCAVATED AREA TO BE USED AS SELECT BACKFILL. A CONSTRUCTION LAYDOWN AREA. IF NEEDED, WILL BE THE RESPONSIBILITY OF POST TO COORDINATE. 1.E.3. SITE SAFETY LOCAL CONTRACTOR MUST CLEARLY MARK ALL EXCAVATION WORK ZONES WITH WARNING SIGNS AND YELLOW PLASTIC SAFETY TAPE FIXED TO WOOD POSTS. LOCAL CONTRACTOR MUST COMPLY WITH ALL APPLICABLE SAFETY STANDARDS TO PROTECT THE EMBASSY COMPOUND EMPLOYEES, THE PUBLIC AND LOCAL CONTRACTOR WORKERS FROM INJURIES AND ACCIDENTS. LOCAL CONTRACTOR WILL BE HELD LIABLE FOR INJURIES OR ACCIDENTS SUSTAINED DUE TO NEGLIGENCE BY LOCAL CONTRACTOR DURING THE COURSE OF THIS PROJECT. 1.E.4. PROTECTION OF THE EMBASSY COMPOUND EQUIPMENT LOCAL CONTRACTOR MUST MAKE SURE THAT THE EMBASSY COMPOUND EQUIPMENT AND PROPERTY IN THE WORK ZONE OR SURROUNDING AREAS ARE PROTECTED TO PREVENT THEM FROM GETTING DAMAGED DURING CONSTRUCTION. SHOULD ANY REPAIR OR CHANGE HAVE TO BE DONE DUE NEGLIGENCE BY LOCAL CONTRACTOR OR ITS WORKERS, LOCAL CONTRACTOR WILL BE RESPONSIBLE FOR THE COSTS INCURRED IN THE REPAIR. LOCAL CONTRACTOR MUST KEEP ALL DEBRIS AND EXCAVATED MATERIAL CLEAR OF SERVICE NETWORK DRAINS, COVERS AND SUMPS NEAR THE TRENCHES, TO PREVENT CLOGS OR DAMAGE. 1.E.5. THE EMBASSY COMPOUND SECURITY REQUIREMENTS TO BE DETERMINED BY THE REGIONAL SECURITY OFFICER. 2. INFRASTRUCTURE SUPPORT SYSTEM 2.A. HANDHOLE/UNDERGROUND CONDUIT SYSTEM 2.A.1. TRENCH LOCAL CONTRACTOR WILL VERIFY EXISTING UTILITIES AND PROVIDE AS-BUILT DRAWINGS PRIOR TO EXCAVATING OF TRENCH. IF THE EXCAVATION WORK INTERFERES WITH DRAIN OR PIPING, THE LOCAL CONTRACTOR SHALL INFORM POST AND PROVIDE SUITABLE PROTECTION FOR THESE STRUCTURES PRIOR TO PROCEEDING WITH THE WORK. IF EXCAVATION CANNOT PROCEED DUE TO EXISTING OBSTACLES THEN POST WILL PROVIDE A NEW CONDUIT ROUTE. ALL TRENCHES WILL BE EXCAVATED TO THE REQUIRED DEPTH ACCORDING TO SPECIFICATIONS SHOWN ON DRAWINGS. 2.A.2. HANDHOLE (WITH DRAINAGE) LOCKABLE HANDHOLES WILL BE INSTALLED BY THE LOCAL CONTRACTOR AS SPECIFIED ON DETAIL DRAWINGS. LOCAL CONTRACTOR WILL MAKE HOLE PENETRATIONS TO THE EXISTING MANHOLES ACCORDING TO NUMBER OF CONDUITS ENTERING AND EXITING THE MANHOLE. THE BASE OF THE HANDHOLES SHALL BE PLACED OVER A BASE OF CRUSHED NON-POROUS ROCK OR GRAVEL AND SAND. THE GRAVEL SIZE SHALL NOT EXCEED 1/2 INCH (13MM). 2.A.3. CONDUIT ALL EXISTING CONDUIT SHALL BE LEFT IN PLACE UNLESS NOTED OTHERWISE ON THE DESIGN DRAWINGS. UNDER GRASS, DIRT, SIDEWALK OR ASPHALT, INSTALL SCHEDULE 80 PVC CONDUIT 24 INCHES (610MM) BELOW FINISH GRADE TO THE TOP OF THE CONDUIT AS SPECIFIED ON THE DRAWINGS. ALL UNDERGROUND 90 DEGREE BENDS WITH A 12 INCH (305MM) RADIUS SHALL BE MADE WITH PRE-FABRICATED 90 DEGREE SWEEPING BEND. ALL UNDERGROUND CONDUIT SHALL BE CONVERTED FROM SCHEDULE 80 PVC TO RGS ABOVE GROUND USING PVC TO RGS COUPLERS. LOCAL CONTRACTOR SHALL LEAVE A PULL LINE IN ALL INSTALLED CONDUIT PATHS. LOCAL CONTRACTOR WILL INSTALL THE CONDUIT FROM THE HANDHOLE TO HANDHOLE OR THE EXTERIOR JUNCTION BOX AS SHOWN ON DRAWINGS. ALL CONDUIT STUBBED AND CAPPED ABOVE THE GROUND SHALL BE AT A HEIGHT OF NO LESS THAN 12" (305mm) FROM THE GROUND. WHEN THE STUBBED CONDUIT IS NEAR A WALL OR POLE IT MUST BE AT A LEAST 2" (51mm) FROM THE WALL OR POLE TO ALLOW FOR BOX MOUNTING. 2.A.4. CONCRETE LOCAL CONTRACTOR WILL PROVIDE LABOR AND MATERIALS TO REPAIR CONCRETE WHERE DISTURBED. CONCRETE COLOR, TYPE AND THICKNESS SHALL MATCH EXISTING. CONCRETE USED SHALL BE 25MPA. CONCRETE MAY NOT BE POURED IF WEATHER CONDITIONS DO NOT PERMIT. APPROVAL FROM POST MUST BE OBTAINED 24 HOURS PRIOR TO POURING OF CONCRETE. POST AND LOCAL CONTRACTOR CREW SUPERVISOR MUST BE PRESENT DURING THE POURING OF CONCRETE. CONCRETE PLACEMENT COMPLY WITH REQUIREMENTS AND WITH RECOMMENDATIONS IN ACI 304R FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE. CONSOLIDATE CONCRETE BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND-SPADING, RODDING, OR TAMPING. USE EQUIPMENT AND PROCEDURES TO CONSOLIDATE SCREED PAVEMENT SURFACES WITH A STRAIGHTEDGE AND STRIKE OFF. COMMENCE INITIAL FLOATING USING BULL FLOATS OR DARBIES TO FORM AN OPEN TEXTURED AND UNIFORM SURFACE PLANE BEFORE EXCESS MOISTURE OR BLEED WATER APPEARS ON THE SURFACE. DO NOT FURTHER DISTURB CONCRETE SURFACES BEFORE BEGINNING FINISHING OPERATIONS OR SPREADING DRY-SHAKE SURFACE TREATMENTS. CONCRETE FINISHING GENERAL: WETTING OF CONCRETE SURFACES DURING SCREEDING, INITIAL FLOATING, OR FINISHING OPERATIONS IS PROHIBITED. FLOAT FINISH: BEGIN THE SECOND FLOATING OPERATION WHEN BLEED-WATER SHEEN HAS DISAPPEARED AND THE CONCRETE SURFACE HAS STIFFENED SUFFICIENTLY TO PERMIT OPERATIONS. FLOAT SURFACE WITH POWER-DRIVEN FLOATS, OR BY HAND FLOATING IF AREA IS SMALL OR INACCESSIBLE TO POWER UNITS. FINISH SURFACES TO TRUE PLANES. CUT DOWN HIGH SPOTS, AND FILL LOW SPOTS. REFLOAT SURFACE IMMEDIATELY TO UNIFORM GRANULAR TEXTURE - BURLAP FINISH: DRAG A SEAMLESS STRIP OF DAMP BURLAP ACROSS BURLAP FINISH: DRAG A SEAMLESS STRIP OF DAMP BURLAP ACROSS FLOAT-FINISHED CONCRETE, PERPENDICULAR TO LINE OF TRAFFIC, TO PROVIDE A UNIFORM, GRITTY TEXTURE. - MEDIUM-TO-FINE-TEXTURED BROOM FINISH: DRAW A SOFT BRISTLE MEDIUM-TO-FINE-TEXTURED BROOM FINISH: DRAW A SOFT BRISTLE BROOM ACROSS FLOAT-FINISHED CONCRETE SURFACE PERPENDICULAR TO LINE OF TRAFFIC TO PROVIDE A UNIFORM, FINE-LINE TEXTURE. - MEDIUM-TO-COARSE-TEXTURED BROOM FINISH: PROVIDE A COARSE FINISH BY STRIATING FLOAT-FINISHED CONCRETE SURFACE 1/16-INCH (1.6MM) TO 1/8-INCHES (3MM) DEEP WITH A STIFF-BRISTLED BROOM, PERPENDICULAR TO LINE OF TRAFFIC. 2.A.5. SOIL MATERIALS LOCAL CONTRACTOR WILL PROVIDE LABOR AND MATERIALS FOR SOIL WHERE DISTRIBUTED. SELECT BACKFILL: ASTM D 2487 SOIL CLASSIFICATION GROUPS SW, SP, AND SM, OR A COMBINATION OF THESE GROUPS; FREE OF ROCK OR GRAVEL LARGER THAN 3-INCHES (75MM) IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATTER. (ASPHALT/CONCRETE) BASE COURSE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND; ASTM D 2940; WITH AT LEAST 95 PERCENT PASSING A 1-1/2-INCH (40MM) SIEVE AND NOT MORE THAN 8 PERCENT PASSING A 1/4-INCH (6.4MM) SIEVE. BASE GRAVEL: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND; ASTM D 2940; EXCEPT WITH 100 PERCENT PASSING A 1-INCH (25MM) SIEVE AND NOT MORE THAN 8 PERCENT PASSING A 1/4-INCH (6.4MM) SIEVE. SAND CUSHION: ASTM C 33; FINE AGGREGATE, NATURAL, OR MANUFACTURED SAND. COMPACTION OF SOIL BACKFILLS AND FILLS PLACE BACKFILL AND FILL SOIL MATERIALS IN LAYERS NOT MORE THAN 8-INCHES (203MM) IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4-INCHES (102MM) IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND-OPERATED TAMPERS. PLACE BACKFILL AND FILL SOIL MATERIALS EVENLY ON ALL SIDES OF STRUCTURES TO REQUIRED ELEVATIONS, AND UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE. COMPACT SOIL MATERIALS TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 1557: - UNDER STRUCTURES, BUILDING SLABS, STEPS, AND PAVEMENTS, UNDER STRUCTURES, BUILDING SLABS, STEPS, AND PAVEMENTS, SCARIFY AND RE-COMPACT TOP 11-INCHES (280MM) OF EXISTING SUB GRADE AND EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL AT 95 PERCENT. - UNDER WALKWAYS, SCARIFY AND RE-COMPACT TOP 6-INCHES UNDER WALKWAYS, SCARIFY AND RE-COMPACT TOP 6-INCHES (152MM) BELOW SUB GRADE AND COMPACT EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL AT 92 PERCENT. - UNDER LAWN OR UNPAVED AREAS, SCARIFY AND RE-COMPACT TOP UNDER LAWN OR UNPAVED AREAS, SCARIFY AND RE-COMPACT TOP 6-INCHES (152MM) BELOW SUB GRADE AND COMPACT EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL AT 85 PERCENT. - FOR UTILITY TRENCHES, COMPACT EACH LAYER OF INITIAL AND FINAL FOR UTILITY TRENCHES, COMPACT EACH LAYER OF INITIAL AND FINAL BACKFILL SOIL MATERIAL AT 85 PERCENT.

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DS/FSE/PME

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5800 BARCLAY DRIVE, SA-24

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ALEXANDRIA, VA 22315-5700

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TEL: (703)923-6601

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FAX: (703)923-6802

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UNCLASSIFIED

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U.S. DEPT. OF STATE

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CLASSIFICATION

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UNCLASSIFIED

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REV.

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WARNING:

AutoCAD SHX Text distribution is prohibited without the express written approval of:

AutoCAD SHX Text Department of State, Bureau of Diplomatic Security Arlington, VA, 22209.

AutoCAD SHX Text This document is the property of the U.S. Government. Further reproduction and/or

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DRAWING TITLE

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%%UGRAPHICAL SCALES

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SHEET

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PROJECT NUMBER

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DRAWN BY

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DATE

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PRY-PME-20034

AutoCAD SHX Text 08/08/22

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DRAWING SCALE

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CAD FILE NAME

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DRAWING NUMBER

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PHASE

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AutoCAD SHX Text 90%

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AS-BUILT

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PACKAGE

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LOCAL CONTRACTOR

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PRETORIA-PME-20034

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PRETORIA, SOUTH AFRICA

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DRAWING KEY NOTES

AutoCAD SHX Text 1:150

AutoCAD SHX Text

AutoCAD SHX Text 15000mm

AutoCAD SHX Text 6'

AutoCAD SHX Text 48'

AutoCAD SHX Text 12'

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AutoCAD SHX Text 18'

AutoCAD SHX Text 24'

AutoCAD SHX Text USE DETAIL NUMBER 1 FROM DRAWING PAGE C5.02. (10 PLACES) USE DETAIL NUMBER 2 FROM DRAWING PAGE C5.02. (2 PLACES)

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PARTIAL SITE PLANS

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NEW WORK

AutoCAD SHX Text PRUD202-203.dwg

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AS NOTED

AutoCAD SHX Text C2.03

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SCALE:

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AutoCAD SHX Text C

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DS/FSE/PME

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5800 BARCLAY DRIVE, SA-24

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ALEXANDRIA, VA 22315-5700

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TEL: (703)923-6601

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FAX: (703)923-6802

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UNCLASSIFIED

AutoCAD SHX Text

U.S. DEPT. OF STATE

AutoCAD SHX Text

CLASSIFICATION

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

REV.

AutoCAD SHX Text

WARNING:

AutoCAD SHX Text distribution is prohibited without the express written approval of:

AutoCAD SHX Text Department of State, Bureau of Diplomatic Security Arlington, VA, 22209.

AutoCAD SHX Text This document is the property of the U.S. Government. Further reproduction and/or

AutoCAD SHX Text

DRAWING TITLE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PROJECT NUMBER

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DRAWN BY

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DATE

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PRY-PME-20034

AutoCAD SHX Text 08/08/22

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DRAWING SCALE

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CAD FILE NAME

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DRAWING NUMBER

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PHASE

AutoCAD SHX Text 100%%%

AutoCAD SHX Text 90%

AutoCAD SHX Text 30%

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AS-BUILT

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PACKAGE

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LOCAL CONTRACTOR

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PRETORIA-PME-20034

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PRETORIA, SOUTH AFRICA

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DETAILS

AutoCAD SHX Text PRUD501.dwg

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NONE

AutoCAD SHX Text C5.01

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AutoC…

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File details come from the government source that posted it. Updated Jun 2, 2025.