PAF 198127 Spec Section 1 of 5.pdf

PDF 43 MB Posted Jan 5, 2022

Attached to: PAF 198127 TACMOR UTILITIES AND INFRASTRUCTURE SUPPORT
Solicitation number: N62742-22-R-1322
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for construction services. The Naval Facilities Engineering Command is soliciting proposals for project N62742-22-R-1322 to provide infrastructure and utilities support for a system of research antennas at a military installation. Specifically, the selected contractor will be responsible for electrical utilities, reinforced concrete pads and foundations, security fencing, access roads, parking areas, and extensive site work to support the installation of Tactical Mobile Over-the-Horizon Radar equipment and a Maritime Domain Surveillance System. The facilities are to be designed as semi-permanent construction according to DoD standards, with an estimated budget between $100-250 million. The contract period is anticipated to be 1,106 calendar days. Proposals from all qualified firms are invited for both price and technical evaluation.

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WORK ORDER NO: 1596606

FINAL DESIGN SUBMITTAL

SPECIFICATIONS

For

PAF 198127 TACMOR

UTILITIES AND INFRASTRUCTURE SUPPORT

Republic of Palau (A/E Contract N62742-18-D-0001, Task Order N627418F0326)

PREPARED BY:

MN + DPI JV

737 Bishop Street, Suite 2450 Honolulu, Hawaii 96813

MEC: AMPRO

Mechanical/ Fire Protection: Thermal Engineering Corporation Civil: Wilson Okamoto Corporation Telecommunications/ Electrical: EMCE Consulting Engineers Antiterrorism/ Force Protection: Thermal Engineering Corporation

Geotechnical: Geo Engineering & Testing, Inc. and Earth Mechanics, Inc.

Structural: Moffatt & Nichol Hazmat/ Environmental: Myounghee Noh &

Associates Cost Estimating: Pacific Cost

Engineering Surveying: Control Point

Surveying

Submitted By: _______________________________ Date: December 17, 2021 Eric Yuasa, P.E.

APPROVED BY:

Specification: _________________________________________________ Mr. Clint Hashiba, P.E.

For Commander, NAVFAC Pacific: ________________________________________________

Mr. Evan Mizue, P.E.

Date: _______________________ evan.mizue Text Box 12/28/2021

PAF 198127 TACMOR UTILITIES AND INFRASTRUCTURE SUPPORT 1596606

THIS PAGE INTENTIONALLY LEFT BLANK

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 20 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.03 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS Response Explosive Remmnants of War (ERW)

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

DIVISION 02 - EXISTING CONDITIONS

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

03 45 33 PRECAST STRUCTURAL CONCRETE

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 WOOD, PLASTICS, AND COMPOSITES

06 82 14 FIBERGLASS REINFORCED PLASTIC (FRP) FENCES AND GATES

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

PROJECT TABLE OF CONTENTS Page 2

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED TRANSFORMERS

DIVISION 31 - EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

31 09 13 GEOTECHNICAL INSTRUMENTATION

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 63 29 DRILLED CONCRETE PIERS AND SHAFTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSES

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 15 00 AGGREGATE SURFACING

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 31 26 WIRE FENCES, AND GATES AND BACKING BEAMS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR STRUCTURES

35 42 34 MECHANICALLY STABILIZED EMBANKMENT

- - End of Project Table of Contents - -

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING NAVFAC

NO DWG NO TITLE

TRANSMIT BABELDAOB AND RECEIVE ANGAUR (TX & RX)

G-001 17267836 TX & RX TITLE SHEET AND VICINITY MAPS

G-002 17267837 TX & RX INDEX OF DRAWINGS - 1

G-003 17267838 TX & RX INDEX OF DRAWINGS - 2

G-004 17267839 TX & RX PROJECT SITE MAPS

TRANSMIT BABELDAOB AND RECEIVE ANGAUR (TX & RX)

B-001 17267840 TX & RX GEOTECHNICAL NOTES

TRANSMIT BABELDAOB (TX)

B-100 17267841 TX BORING PLAN

B-701 17267842 TX BORING LOGS - 1

B-702 17267843 TX BORING LOGS - 2

B-703 17267844 TX BORING LOGS - 3

B-704 17267845 TX BORING LOGS - 4

B-705 17267846 TX BORING LOGS - 5

B-706 17267847 TX BORING LOGS - 6

B-707 17267848 TX BORING LOGS - 7

B-708 17267849 TX BORING LOGS - 8

RECEIVE ANGAUR (RX)

B-150 17267850 RX BORING PLAN

B-751 17267851 RX BORING LOGS - 9

B-752 17267852 RX BORING LOGS - 10

B-753 17267853 RX BORING LOGS - 11

B-754 17267854 RX BORING LOGS - 12

B-755 17267855 RX BORING LOGS - 13

B-756 17267856 RX BORING LOGS - 14

B-757 17267857 RX BORING LOGS - 15

TRANSMIT BABELDAOB (TX)

C-001 17267858 TX & RX CIVIL NOTES, ABBREVIATIONS, AND LEGEND

V-001 17267859 TX OVERALL EXISTING CONDITIONS PLAN

V-101 17267860 TX EXISTING CONDITIONS PLAN - 1

V-102 17267861 TX EXISTING CONDITIONS PLAN - 2

V-103 17267862 TX EXISTING CONDITIONS PLAN - 3

V-104 17267863 TX EXISTING CONDITIONS PLAN - 4

V-105 17267864 TX EXISTING CONDITIONS PLAN - 5

DOCUMENT 00 01 15 Page 1

V-106 17267865 TX EXISTING CONDITIONS PLAN - 6

V-107 17267866 TX EXISTING CONDITIONS PLAN - 7

V-108 17267867 TX EXISTING CONDITIONS PLAN - 8

V-109 17267868 TX EXISTING CONDITIONS PLAN - 9

V-110 17267869 TX EXISTING CONDITIONS PLAN - 10

V-111 17267870 TX EXISTING CONDITIONS PLAN - 11

V-112 17267871 TX EXISTING CONDITIONS PLAN - 12

V-113 17267872 TX EXISTING CONDITIONS PLAN - 13

V-114 17267873 TX EXISTING CONDITIONS PLAN - 14

V-115 17267874 TX EXISTING CONDITIONS PLAN - 15

V-116 17267875 TX EXISTING CONDITIONS PLAN - 16

V-117 17267876 TX EXISTING CONDITIONS PLAN - 17

CD001 17267877 TX OVERALL EROSION CONTROL AND DEMOLITION PLAN

CD101 17267878 TX EROSION CONTROL AND DEMOLITION PLAN - 1

CD102 17267879 TX EROSION CONTROL AND DEMOLITION PLAN - 2

CD103 17267880 TX EROSION CONTROL AND DEMOLITION PLAN - 3

CD104 17267881 TX EROSION CONTROL AND DEMOLITION PLAN - 4

CD105 17267882 TX EROSION CONTROL AND DEMOLITION PLAN - 5

CD106 17267883 TX EROSION CONTROL AND DEMOLITION PLAN - 6

CD107 17267884 TX EROSION CONTROL AND DEMOLITION PLAN - 7

CD108 17267885 TX EROSION CONTROL AND DEMOLITION PLAN - 8

CD109 17267886 TX EROSION CONTROL AND DEMOLITION PLAN - 9

CD110 17267887 TX EROSION CONTROL AND DEMOLITION PLAN - 10

CD111 17267888 TX EROSION CONTROL AND DEMOLITION PLAN - 11

CD112 17267889 TX EROSION CONTROL AND DEMOLITION PLAN - 12

CD113 17267890 TX EROSION CONTROL AND DEMOLITION PLAN - 13

CD114 17267891 TX EROSION CONTROL AND DEMOLITION PLAN - 14

CD115 17267892 TX EROSION CONTROL AND DEMOLITION PLAN - 15

CD116 17267893 TX EROSION CONTROL AND DEMOLITION PLAN - 16

CD117 17267894 TX EROSION CONTROL AND DEMOLITION PLAN - 17

CD118 17267895 TX EROSION CONTROL AND DEMOLITION PLAN - 18

CD119 17267896 TX TREE TOPPPING PLAN

CD601 17267897 PHOTOS OF EXISTING CONDITIONS

CE501 17267898 TX & RX EROSION CONTROL DETAILS - 1

CE502 17267899 TX & RX EROSION CONTROL DETAILS - 2

CE503 17267900 TX & RX EROSION CONTROL DETAILS - 3

CS001 17267901 TX GENERAL SITE PLAN

CS002 17267902 TX SITE GEOMETRIC PLAN - 1

CS003 17267903 TX SITE GEOMETRIC PLAN - 2

CS004 17267904 TX OVERALL PLAN

CS101 17267905 TX SITE PLAN - 1

CS102 17267906 TX SITE PLAN - 2

CS103 17267907 TX SITE PLAN - 3

CS104 17267908 TX SITE PLAN - 4

CS105 17267909 TX SITE PLAN - 5

CS106 17267910 TX SITE PLAN - 6

CS107 17267911 TX SITE PLAN - 7

CS108 17267912 TX SITE PLAN - 8

CS109 17267913 TX SITE PLAN - 9

CS110 17267914 TX SECURE COMPOUND SITE PLAN

CS111 17267915 TX QVIS ANTENNA SITE PLAN

CS501 17267916 TX & RX MISCELLANOUS SITE DETAILS

CF001 17267917 TX OVERALL FENCING & GRASSING PLAN

CF101 17267918 TX FENCING & GRASSING PLAN - 1

CF102 17267919 TX FENCING & GRASSING PLAN - 2

CF103 17267920 TX FENCING & GRASSING PLAN - 3

CF104 17267921 TX FENCING & GRASSING PLAN - 4

CF105 17267922 TX FENCING & GRASSING PLAN - 5

CF106 17267923 TX FENCING & GRASSIGN PLAN - 6

DOCUMENT 00 01 15 Page 2

CF107 17267924 TX FENCING & GRASSIGN PLAN - 7

CF501 17267925 TX & RX CHAIN LINK FENCE DETAILS

CF502 17267926 TX & RX CHAIN LINK FENCE DETAILS

CF503 17267927 TX & RX CABLE REINF FENCE DETAILS

CF504 17267928 TX & RX CABLE REINF FENCE DETAILS - DEADMAN AND LINE POST

CF505 17267929 TX & RX CABLE REINF FENCE DETAILS - GATES

CF506 17267930 TX & RX CABLE REINFORCING DETAILS

CF507 17267931 TX & RX CABLE REINFORCING DETAILS

CF508 17267932 TX & RX MISC. CHAIN LINK FENCE DETAILS

CF509 17267933 TX & RX COMPOSITE FENCE DETAILS

CF510 17267934 TX & RX CATTLE GATE DETAILS

CF511 17267935 TX & RX FENCING SIGN DETAILS

CF512 17267936 TX & RX FRP FENCE DETAILS - 1

CF513 17267937 TX & RX FRP FENCE DETAILS - 2

CF514 17267938 TX & RX FRP FENCE DETAILS - 3

CF515 17267939 TX & RX FRP FENCE DETAILS - 4

CF516 17267940 TX & RX FRP FENCE DETAILS - 5

CG001 17267941 TX OVREALL GRADING PLAN

CG101 17267942 TX GRADING PLAN - 1

CG102 17267943 TX GRADING PLAN - 2

CG103 17267944 TX GRADING PLAN - 3

CG104 17267945 TX GRADING PLAN - 4

CG105 17267946 TX GRADING PLAN - 5

CG106 17267947 TX GRADING PLAN - 6

CG107 17267948 TX GRADING PLAN - 7

CG108 17267949 TX GRADING PLAN - 8

CG109 17267950 TX GRADING PLAN - 9

CG110 17267951 TX GRADING PLAN - SECURE COMPOUND

CG301 17267952 TX SITE SECTIONS - 1

CG302 17267953 TX SITE SECTIONS - 2

CG303 17267954 TX SITE SECTIONS - 3

CR101 17267955 TX ACCESS ROAD PLAN - 1

CR102 17267956 TX ACCESS ROAD PLAN - 2

CR201 17267957 TX ACCESS ROAD PROFILE - 1

CR202 17267958 TX ACCESS ROAD PROFILE - 2

CR301 17267959 TX ACCESS ROAD TYPICAL SECTIONS

CR401 17267960 TX ACCESS ROAD INTERSECTION GRADING PLAN - 1

CR402 17267961 TX ACCESS ROAD INTERSECTION GRADING PLAN - 2

CP101 17267962 TX PAVEMENT JOINTING PLAN - 1

CP102 17267963 TX PAVEMENT JOINTING PLAN - 2

CP103 17267964 TX PAVEMENT JOINTING PLAN - 3

CP104 17267965 TX PAVEMENT JOINTING PLAN - 4

CP501 17267966 TX & RX PAVEMENT DETAILS

CP502 17267967 TX & RX PAVEMENT DETAILS

CU101 17267968 TX SECURE COMPOUND UTILITY PLAN

CU102 17267969 TX DRIVEWAY DRAIN

CU201 17267970 TX DRAINLINE PROFILE - 1

CU202 17267971 TX DRAINLINE PROFILE - 2

CU203 17267972 TX DRAINLINE PROFILE - 3

CU501 17267973 TX & RX SEWER DETAILS

CU502 17267974 TX & RX SEWER DETAILS

CU503 17267975 TX DRAINAGE DETAILS

CU504 17267976 TX DRAINAGE DETAILS

CU505 17267977 TX DRAINAGE DETAILS

CU506 17267978 TX DRAINAGE DETAILS

CU507 17267979 TX DRAINAGE DETAILS

CU508 17267980 TX DRAINAGE DETAILS

CU509 17267981 TX DRAINAGE DETAILS

CU510 17267982 TX DRAINAGE DETAILS

DOCUMENT 00 01 15 Page 3

CX001 17267983 TX OVERALL CROSS SECTION PLAN

CX701 17267984 TX CROSS SECTIONS - 1

CX702 17267985 TX CROSS SECTIONS - 2

CX703 17267986 TX CROSS SECTIONS - 3

CX704 17267987 TX CROSS SECTIONS - 4

RECEIVE ANGAUR (RX)

V-051 17267988 RX OVERALL EXISTING CONDITIONS PLAN

V-151 17267989 RX EXISTING CONDITIONS PLAN - 1

V-152 17267990 RX EXISTING CONDITIONS PLAN - 2

V-153 17267991 RX EXISTING CONDITIONS PLAN - 3

V-154 17267992 RX EXISTING CONDITIONS PLAN - 4

V-155 17267993 RX EXISTING CONDITIONS PLAN - 5

V-156 17267994 RX EXISTING CONDITIONS PLAN - 6

V-157 17267995 RX EXISTING CONDITIONS PLAN - 7

V-158 17267996 RX EXISTING CONDITIONS PLAN - 8

V-159 17267997 RX EXISTING CONDITIONS PLAN - 9

V-160 17267998 RX EXISTING CONDITIONS PLAN - 10

V-161 17267999 RX EXISTING CONDITIONS PLAN - 11

V-162 17268000 RX EXISTING CONDITIONS PLAN - 12

V-163 17268001 RX EXISTING CONDITIONS PLAN - 13

V-164 17268002 RX EXISTING CONDITIONS PLAN - 14

CD051 17268003 RX OVERALL EROSION CONTROL AND DEMOLITION PLAN

CD151 17268004 RX EROSION CONTROL AND DEMOLITION PLAN - 1

CD152 17268005 RX EROSION CONTROL AND DEMOLITION PLAN - 2

CD153 17268006 RX EROSION CONTROL AND DEMOLITION PLAN - 3

CD154 17268007 RX EROSION CONTROL AND DEMOLITION PLAN - 4

CD155 17268008 RX EROSION CONTROL AND DEMOLITION PLAN - 5

CD156 17268009 RX EROSION CONTROL AND DEMOLITION PLAN - 6

CD157 17268010 RX EROSION CONTROL AND DEMOLITION PLAN - 7

CD158 17268011 RX EROSION CONTROL AND DEMOLITION PLAN - 8

CD159 17268012 RX EROSION CONTROL AND DEMOLITION PLAN - 9

CD160 17268013 RX EROSION CONTROL AND DEMOLITION PLAN - 10

CD161 17268014 RX EROSION CONTROL AND DEMOLITION PLAN - 11

CD162 17268015 RX EROSION CONTROL AND DEMOLITION PLAN - 12

CD163 17268016 RX EROSION CONTROL AND DEMOLITION PLAN - 13

CD164 17268017 RX EROSION CONTROL AND DEMOLITION PLAN - 14

CS051 17268018 RX GENERAL SITE PLAN

CS052 17268019 RX SITE GEOMETRIC PLAN - 1

CS053 17268020 RX SITE GEOMETRIC PLAN - 2

CS054 17268021 RX SITE GEOMETRIC PLAN - 3

CS055 17268022 RX OVERALL SITE PLAN

CS151 17268023 RX SITE PLAN - 1

CS152 17268024 RX SITE PLAN - 2

CS153 17268025 RX SITE PLAN - 3

CS154 17268026 RX SITE PLAN - 4

CS155 17268027 RX SITE PLAN - 5

CS156 17268028 RX SITE PLAN - 6

CS157 17268029 RX SITE PLAN - 7

CS158 17268030 RX SITE PLAN - 8

CS159 17268031 RX SITE PLAN - 9

CS160 17268032 RX SITE PLAN - 10

CS161 17268033 RX SITE PLAN - 11

CS162 17268034 RX SITE PLAN - 12

CS163 17268035 RX SITE PLAN - 13

CS164 17268036 RX SITE PLAN - 14

CS165 17268037 RX SECURE COMPOUND SITE PLAN

CS166 17268038 RX OMNI AND QVIS ANTENNAS SITE PLAN

CG051 17268039 RX OVERALL GRADING PLAN

DOCUMENT 00 01 15 Page 4

CG151 17268040 RX GRADING PLAN - 1

CG152 17268041 RX GRADING PLAN - 2

CG153 17268042 RX GRADING PLAN - 3

CG154 17268043 RX GRADING PLAN - 4

CG155 17268044 RX GRADING PLAN - 5

CG156 17268045 RX GRADING PLAN - 6

CG157 17268046 RX GRADING PLAN - 7

CG158 17268047 RX GRADING PLAN - 8

CG159 17268048 RX GRADING PLAN - 9

CG160 17268049 RX GRADING PLAN - 10

CG161 17268050 RX GRADING PLAN - SECURE COMPOUND

CG162 17268051 RX GRADING PLAN - OMNI AND QVIS ANTENNAS

CG351 17268052 RX SITE SECTIONS - 1

CG352 17268053 RX SITE SECTIONS - 2

CU151 17268054 RX SECURE COMPOUND UTILITY PLAN

CR151 17268055 RX ACCESS ROAD A PLAN AND PROFILE - 1

CR152 17268056 RX ACCESS ROAD A PLAN AND PROFILE - 2

CR153 17268057 RX ACCESS ROAD B PLAN AND PROFILE - 1

CR154 17268058 RX ACCESS ROAD B PLAN AND PROFILE - 2

CR155 17268059 RX ACCESS ROAD B PLAN AND PROFILE - 3

CR156 17268060 RX ACCESS ROAD C PLAN AND PROFILE - 1

CR157 17268061 RX ACCESS ROAD C PLAN AND PROFILE - 2

CR158 17268062 RX ACCESS ROAD C PLAN AND PROFILE - 3

CR159 17268063 RX ACCESS ROAD D PLAN AND PROFILE

CR160 17268064 RX ACCESS ROAD E PLAN AND PROFILE

CR161 17268065 RX ACCESS ROAD F PLAN AND PROFILE

CR162 17268066 RX ACCESS ROAD G PLAN AND PROFILE

CR351 17268067 RX ACCESS ROAD TYPICAL SECTIONS

CR352 17268068 RX ACCESS ROAD TYPICAL SECTIONS - 2

CP151 17268069 RX PAVEMENT JOINTING PLAN - 1

CX051 17268070 RX OVERALL CROSS SECTION PLAN

CX751 17268071 RX CROSS SECTIONS - 1

CX752 17268072 RX CROSS SECTIONS - 2

CX753 17268073 RX CROSS SECTIONS - 3

CX754 17268074 RX CROSS SECTIONS - 4

CX755 17268075 RX CROSS SECTIONS - 5

CX756 17268076 RX CROSS SECTIONS - 6

CX757 17268077 RX CROSS SECTIONS - 7

CX758 17268078 RX CROSS SECTIONS - 8

CX759 17268079 RX CROSS SECTIONS - 9

CX760 17268080 RX CROSS SECTIONS - 10

CH150 17268081 ROCK SLOPE PROTECTION PLAN

CH551 17268082 ROCK SLOPE PROTECTION SECTIONS

TRANSMIT BABELDAOB AND RECEIVE ANGAUR (TX & RX)

S-001 17268083 STRUCTURAL GENERAL NOTES

S-002 17268084 STRUCTURAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

TRANSMIT BABELDAOB (TX)

S-101 17268085 TX SITE MSE WALL AND INSTRUMENTATION PLAN

S-201 17268086 TX MSE WALL PROFILE - 1

S-202 17268087 TX MSE WALL PROFILE - 2

S-203 17268088 TX MSE WALL PROFILE - 3

S-501 17268089 TX TYPICAL MSE WALL SECTION

S-502 17268090 TX TYPICAL MSE WALL DETAILS

S-503 17268091 TX FACING PANEL ELEVATIONS

S-504 17268092 TX TYPICAL FACING PANEL DETAILS

S-505 17268093 TX STEEL SOIL REINFORCEMENT SCHEDULE AND BACKING BEAM

DETAILS

DOCUMENT 00 01 15 Page 5

S-506 17268094 TX INSTRUMENTATION DETAILS

S-507 17268095 TX TYPICAL SECTION AND DETAILS

S-520 17268096 TYPICAL SLAB-ON-GRADE PLAN, SECTION, AND SCHEDULE

S-521 17268097 SLAB DETAILS - 1

S-522 17268098 SLAB DETAILS - 2

S-523 17268099 SLAB DETAILS - 3

S-530 17268100 SECURITY POLE AND LIGHTNING POLE FOUNDATION DETAIL

TRANSMIT BABELDAOB (TX)

M-001 17268101 LEGEND AND ABBREVIATIONS, MECHANICAL NOTES AND SYMBOL

LEGEND

M-101 17268102 TX - MECHANICAL SITE PLAN

M-401 17268103 TX - PLUMBING AND RAINWATER CATCHMENT PLAN

M-501 17268104 DETAILS

M-601 17268105 PLUMBING SCHEMATIC DIAGRAM AND EQUIPMENT SCHEDULES

RECEIVE ANGAUR (RX)

M-151 17268106 RX - MECHANICAL SITE PLAN

M-451 17268107 RX - PLUMBING AND RAINWATER CATCHMENT PLAN

TRANSMIT BABELDAOB (TX)

E-001 17268108 ELECTRICAL GENERAL NOTES, SYMBOL LIST AND ABBREVIATIONS

ED101 17268109 TX ELECTRICAL DEMOLITION SITE PLAN

ES100 17268110 TX OVERALL ELECTRICAL SITE PLAN

ES101 17268111 TX ELECTRICAL SITE PLAN - 1

ES102 17268112 TX ELECTRICAL SITE PLAN - 2

ES103 17268113 TX ELECTRICAL SITE PLAN - 3

ES104 17268114 TX SECURE COMPOUND ELECTRICAL SITE PLAN

EG101 17268115 TX SECURE COMPOUND GROUNDING PLAN

E-501 17268116 MISCELLANEOUS DETAILS

E-502 17268117 MISCELLANEOUS DETAILS

E-503 17268118 MISCELLANEOUS DETAILS

E-504 17268119 MISCELLANEOUS DETAILS

E-505 17268120 MISCELLANEOUS DETAILS

E-506 17268121 1828mm X 1828mm X 2134mm MANHOLE DETAILS E-507 17268122 2438mm X 2438mm X 2134mm MANHOLE DETAILS

E-601 17268123 TX ONE LINE DIAGRAM

E-602 17268124 TX SECURE COMPOUND BRANCH CIRCUIT ONE LINE DIAGRAM

RECEIVE ANGAUR (RX)

ES150 17268125 RX OVERALL ELECTRICAL SITE PLAN

ES151 17268126 RX ELECTRICAL SITE PLAN - 1

ES152 17268127 RX ELECTRICAL SITE PLAN - 2

ES153 17268128 RX ELECTRICAL SITE PLAN - 3

ES154 17268129 RX ELECTRICAL SITE PLAN - 4

ES155 17268130 RX ELECTRICAL SITE PLAN - 5

ES156 17268131 RX SECURE COMPOUND ELECTRICAL SITE PLAN

EG151 17268132 RX SECURE COMPOUND GROUNDING PLAN

E-651 17268133 RX ONE LINE DIAGRAM

E-652 17268134 RX SECURE COMPOUND BRANCH CIRCUIT ONE LINE DIAGRAM

E-653 17268135 RX MEDIUM VOLTAGE DISTRIBUTION ONE LINE DIAGRAM - 1

E-654 17268136 RX MEDIUM VOLTAGE DISTRIBUTION ONE LINE DIAGRAM - 2

TRANSMIT BABELDAOB (TX)

T-001 17268137 TELECOMMUNICATIONS GENERAL NOTES, SYMBOL LIST AND

ABBREVIATIONS

TS100 17268138 TX OVERALL TELECOMMUNICATIONS SITE PLAN

TS101 17268139 TX TELECOMMUNICATIONS SITE PLAN - 1

TS102 17268140 TX TELECOMMUNICATIONS SITE PLAN - 2

DOCUMENT 00 01 15 Page 6

TS103 17268141 TX TELECOMMUNICATIONS SITE PLAN - 3

TS104 17268142 TX TELECOMMUNICATIONS SITE PLAN - 4

TS105 17268143 TX SECURE COMPOUND TELECEOMMUNICATIONS SITE PLAN

RECEIVE ANGAUR (RX)

TS150 17268144 RX OVERALL TELECOMMUNICATIONS SITE PLAN

TS151 17268145 RX TELECOMMUNICATIONS SITE PLAN - 1

TS152 17268146 RX TELECOMMUNICATIONS SITE PLAN - 2

TS153 17268147 RX TELECOMMUNICATIONS SITE PLAN - 3

TS154 17268148 RX TELECOMMUNICATIONS SITE PLAN - 4

TS155 17268149 RX TELECOMMUNICATIONS SITE PLAN - 5

TS156 17268150 RX SECURE COMPOUND TELECEOMMUNICATIONS SITE PLAN

1.3 SUPPLEMENTARY DRAWINGS

The listed supplementary drawings are part of this contract and must be included in the basis of bid.

The supplementary drawings listed provide site plans, details, notes and/or requirements for the antenna footings and/or anchors to be constructed under the PAF 198127 TACMOR Utilities and Infrastructure Support at the Tx and Rx sites.

The scope of work for the antenna foundations include placing cast-in-place concrete foundations in accordance with supplementary drawings and installing anchor hardware (supplied by others) for the following:

Rx Site Main Array Dual Delta QVIS Antenna Omni Directional Antenna

Tx Site Radar Main Antenna Array & FMS Antenna Delta QVIS Antenna Diagnostic Antenna

Anchor hardware to be supplied by others. Coordinate procuring and placement of anchors with contracting officer.

The supplemental drawings were prepared by LENCOM Antennas Pty. Ltd.

and/or by its A-E contractor, Robert Bird Group Pty. Ltd.

The supplemental drawings listed are for bidding purposes only. The A-E has not reviewed the drawings for consistency with U.S. codes or NAVFAC requirements. Final supplemental drawings for construction will be provided at a later date, to be coordinated with the contracting officer.

DRAWING

REF NO TITLE

02-00502-00 Rx MONOPOLE (Sheet 2 of 6) 02-00502-00 Rx MONOPOLE (Sheet 3 of 6) 02-00502-00 Rx MONOPOLE (Sheet 4 of 6) 02-00502-00 Rx MONOPOLE (Sheet 5 of 6) 02-00502-00 Rx MONOPOLE (Sheet 6 of 6) 91-00560-00 RX SITE LAYOUT TACMOR (Sheet 1 of 6) 91-00560-00 Rx SITE ARRAY PLATFORM EARTHWORKS (Sheet 2 of 6) 91-00560-00 RX SITE FOOTING DETAILS TACMOR (Sheet 3 of 6)

DOCUMENT 00 01 15 Page 7

91-00560-00 RX SITE FOOTING DETAILS TACMOR (Sheet 4 of 6) 91-00560-00 RX SITE FOOTING DETAILS TACMOR (Sheet 5 of 6) 91-00561-00 OMNI MONOPOLE (Sheet 1 of 1) 91-00565-00 3-30 DUAL DELTA FOR Rx SITE (Sheet 1 of 3) 91-00565-00 3-30 DUAL DELTA FOR Rx SITE (Sheet 2 of 3) 91-00565-00 3-30 DUAL DELTA FOR Rx SITE (Sheet 3 of 3) 91-00609-00 HF RADAR Tx SITE LAYOUT (Sheet 1 of 14) 91-00609-00 HF RADAR Tx SITE LAYOUT (Sheet 2 of 14) 91-00609-00 HF RADAR Tx SITE LAYOUT (Sheet 3 of 14) 91-00609-00 HF RADAR Tx SITE LAYOUT (Sheet 4 of 14) 91-00609-00 HF RADAR Tx SITE LAYOUT (Sheet 5 of 14) 91-00609-00 HF RADAR Tx SITE LAYOUT (Sheet 6 of 14) 91-00609-00 HF RADAR Tx SITE LAYOUT (Sheet 7 of 14) 91-00609-00 HF RADAR Tx SITE LAYOUT (Sheet 8 of 14) 91-00609-00 HF RADAR Tx SITE LAYOUT (Sheet 9 of 14) 91-00609-00 HF RADAR Tx SITE LAYOUT (Sheet 10 of 14) 91-00609-00 HF RADAR Tx SITE LAYOUT (Sheet 11 of 14) 91-00609-00 HF RADAR Tx SITE LAYOUT (Sheet 12 of 14) 91-00609-00 HF RADAR Tx SITE LAYOUT (Sheet 13 of 14) 91-00609-00 HF RADAR Tx SITE LAYOUT (Sheet 14 of 14) 91-00611-00 FMS CURTAIN (Sheet 1 of 4) 91-00611-00 FMS CURTAIN (Sheet 2 of 4) 91-00611-00 FMS CURTAIN (Sheet 3 of 4) 91-00611-00 FMS CURTAIN (Sheet 4 of 4)

S00-01 COVER SHEET AND DRAWING LIST

S00-02 GENERAL NOTES

S02-01 FOOTING GENERAL ARRANGEMENTS

S02-51 FOOTING DETAIL SHEET

-- End of Document --

DOCUMENT 00 01 15 Page 8

0 10 5

736.60 128 Doublets

113.4

B D

RX SITE LAYOUT

TACMOR

Rx Site

DRAFT

Rx Site - Trench Detail

BACKFILL

DETAIL C

SCALE 16 : 1

Ground Mat

0.10 x 0.10 Grid

5.80

DETAIL A

SCALE 2 : 1

Rx Shelter

2.90 2.90

DETAIL B

SCALE 4 : 1

DETAIL D

SCALE 4 : 1

Last Doublet

First Monopole

DRAFT - 170110a

NOTE:

CABLE TRENCH 125mm WIDE X 600mm DEEP

CABLE PIT 2m X 2m X 2m

TRENCH FROM PIT TO SHELTER 300 WIDE

Rx EQUIPEMENt

SHELTER

SLOP ON TRENCH

FROM PIT TO EQUIPMENT SHELTER

SAND OR

OTHER SUITABLE

MATERIAL

CABLES

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TITLE:

DWG NO.

SHEET 1 OF 6

LENCOM ANTENNAS Pty. Ltd.

C LENCOM ANTENNAS PTY. LTD.

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91-00560-00

-50 NOML

+50 MAXIM

50 NOML

TYP

756.6

NOTES:

ALL DIMENSIONS IN METERS (UNLESS NOTED OTHERWISE)1.

TOLERANCES (UNLESS NOTED OTHERWISE)

LAYOUT LINEAR 15mm

ANGULAR 0.5

PLATFORM TO BE COMPACTED TO 90% +0% -3%2.

BLADE MIX IN SITU MATERIAL TO A DEPTH OF 75MM3.

SIDE ELEVATION

ANTENNA

PLATFORM

FOOTING

DATUM LEVEL

EXAGGERATED

GROUND

PROFILE

NOTES:

LOCAL VARIATIONS IN LINE WITH EACH MONOPOLE SHALL

NOT EXCEED 50MM IN ELEVATION FOR THE ANTENNA

PLARFORM AS SHOWN WITH A SLOPE NOT EXCEEDING

1 IN 100 BETWEEN ANY TWO POINTS.

DRAFT 170110a

Rx SITE ARRAY

PLATFORM EARTHWORKS

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DWG NO.

SHEET 2 OF 6

LENCOM ANTENNAS Pty. Ltd.

C LENCOM ANTENNAS PTY. LTD.

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GENERAL NOTES

THESE ENGINEERING DRAWINGS ARE TO BE READ IN CONJUNCTION WITH PROJECT SPECIFICATIONS AND1.

OTHER CONSULTANTS DRAWINGS ON THE PROJECT.

• 18626C-RPT-DESIGN FOR MONOPOLE

THESE ENGINEERING DRAWINGS HAVE BEEN PREPARED FROM INFORMATION AVAILABLE AT THE TIME OF2.

ISSUE. AS THIS INFORMATION MAY BE THE SUBJECT OF CHANGE PRIOR TO OR DURING CONSTRUCTION

THE CONTRACTOR IS TO ADVISE THE ENGINEER WHERE DISCREPANCIES OCCUR.

THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ACTING WHEN THE STRUCTURE IS3.

COMPLETE ONLY. LOADS OR ACTIONS DUE TO CONSTRUCTION AND INSTALLATION METHODOLOGIES

AND/OR EQUIPMENT HAVE NOT BEEN CONSIDERED UNLESS CLEARLY STATED OTHERWISE.

THESE DRAWINGS SHALL NOT BE USED FOR FINAL SETOUT OF THE PROJECT UNLESS SPECIFICALLY STATED.4.

WHERE STRUCTURAL CERTIFICATION IS REQUIRED, INSPECTIONS ARE TO BE PERFORMED BY A DULY5.

APPOINTED INSPECTOR FROM 'ROBERT BIRD GROUP'. THESE INSPECTIONS ARE TO BE PERFORMED IN ACCORDANCE WITH THE INSPECTION & TEST PLANS PREPARED BY 'ROBERT BIRD GROUP.' THE INSPECTOR

IS TO BE GIVEN A MINIMUM OF 48 HOURS NOTICE THAT AN INSPECTION IS REQUIRED.

PRIOR TO THE COMMENCEMENT OF WORKS THE CONTRACTOR IS TO IDENTIFY ALL EXISTING SERVICES.6.

ANY SERVICES SHOWN ON 'ROBERT BIRD GROUP' DRAWINGS ARE INDICATIVE ONLY.

THE CONTRACTOR SHALL CHECK OR OBTAIN ALL DIMENSIONS RELEVANT TO SETTING OUT OF SITE7.

WORKS, AND THE PROVISION OF ANY TEMPORARY BRACING, INCLUDING DESIGN, IN ACCORDANCE WITH

THE SPECIFICATION.

DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STABILITY8.

OF THE WORKS AND ENSURE NO PART IS OVERSTRESSED. THE DESIGN AND CERTIFICATION OF ALL FORMWORK AND BACKPROPPING IS TO BE THE RESPONSIBILITY OF THE CONTRACTOR. (REFER TO

CONCRETE NOTES FOR STRIPPING PROCEDURES FOR IN-SITU CONCRETE).

THE CONTRACTOR IS TO OBTAIN DESIGN ADVICE FROM A SUITABLY QUALIFIED ENGINEER REGARDING9.

DEMOLITION, RETROFITTING, TEMPORARY WORKS, HEALTH & SAFETY AND NUISANCE. THIS HAS BEEN

REFERRED TO AS THE "CONTRACTORS ENGINEER" THROUGHOUT THE REMAINING NOTES.

WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT AUSTRALIAN STANDARDS10.

AND NCC STATUTORY REQUIREMENTS, EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT SUFFICIENT TOLERANCES ARE PROVIDED11.

AND INTEGRATED THROUGHOUT ALL ELEMENTS OF THE WORKS.

ALL NON-LOAD BEARING ELEMENTS SHALL BE KEPT CLEAR OF THE STRUCTURE SOFFIT BY AN ALLOWANCE12.

DETERMINED FROM SPAN/250 OR CANTILEVER/125 BUT NOT LESS THAN 20mm, UNLESS NOTED

OTHERWISE ON THE DRAWINGS.

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED OTHERWISE. 13.

SUPERIMPOSED DEAD LOADS AND LIVE LOADS HAVE BEEN DETERMINED IN ACCORDANCE WITH AS117014.

AND ARE SHOWN ON THE GENERAL ARRANGEMENT DRAWINGS.

WIND AND EARTHQUAKE LOADS HAVE BEEN DETERMINED IN ACCORDANCE WITH AS1170 BASED ON THE15.

FOLLOWING DESIGN CRITERIA :

WIND LOADS:

ANNUAL PROBABILITY OF EXCEEDANCE 1/500

REGION D

TERRAIN CATEGORY 2.0

REGIONAL WIND SPEED VR (m/s) 88

SHIELDING MS 1

TOPOGRAPHIC Mt 1

16. THE GEOTECHNICAL ENGINEERING INVESTIGATION HAS BEEN PERFORMED BY

GEO-ENGINEERING & TESTING, INC. REPORT NO :N62742-12-D-0004 DATE :10/01/19

RX SITE FOOTING DETAILS

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DWG NO.

SHEET 3 OF 6

LENCOM ANTENNAS Pty. Ltd.

C LENCOM ANTENNAS PTY. LTD.

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BORED PIER NOTES

BORED PIERS SHALL BE IN ACCORDANCE WITH AS2159 AND WITH THE PROJECT SPECIFICATIONS.1.

REFER TO THE GEOTECHNICAL ENGINEERING REPORT SPECIFIED IN THE GENERAL NOTES FOR SITE SPECIFIC2.

GEOTECHNICAL INFORMATION.

ALL BORED PIERS SHALL FOUND IN MATERIAL HAVING AN ALLOWABLE BEARING CAPACITY OF 190kPa.3.

THE CONTRACTOR SHALL ENGAGE AND PAY FOR A GEOTECHNICAL ENGINEER TO VERIFY THE BEARING4.

CAPACITY OF THE FOUNDING MATERIAL AND BORED PIER CAPACITY PRIOR TO THE PLACEMENT OF

REINFORCEMENT OR POURING OF CONCRETE.

REFER TO THE FOOTING DRAWING FOR BORED PIER DIAMETERS AND DESIGN LOADS.5.

BORED PIERS SHALL BE DESIGNED TO CARRY THE DESIGN LOADS AT 75mm ECCENTRICITY TO MAKE6.

ALLOWANCE FOR CONSTRUCTION TOLERANCE. ALL PIER CENTRELINES ARE TO BE CHECKED BEFORE ANY CONCRETE IS POURED. IF A VECTOR ECCENTRICITY GREATER THAN 75mm IS MEASURED `ROBERT BIRD

GROUP' ARE TO BE CONTACTED IMMEDIATELY.

UNLESS NOTED OTHERWISE THE CENTRELINE OF THE BORED PIER IS TO COINCIDE WITH CENTRELINE OF7.

COLUMN ABOVE.

BORED PIERS SHALL BE DRILLED USING A RIG CAPABLE OF BORING A HOLE WITH A VERTICAL TOLERANCE8.

OF 1:100 INCLINATION.

NOTIFY `ROBERT BIRD GROUP' IMMEDIATELY OF ANY OBSTRUCTIONS ENCOUNTERED DURING BORING,9.

OTHER THAN THOSE INDICATED IN THE SITE INVESTIGATION.

THE BORED PIERS MAY HAVE TO BE LINED TO RETAIN LOOSE FILL.10.

REMOVE ALL LOOSE OR DISTURBED MATERIAL FROM THE SHAFT AND BASE OF THE BORED PIER.11.

BORED PIERS NOT CONCRETE FILLED BY THE END OF THE DAY WILL REQUIRE RE-DRILLING TO REMOVE12.

ANY LOOSE MATERIAL.

PLACE CONCRETE TO ENSURE A SOUND MONOLITHIC COMPACTED CONCRETE SHAFT OF THE FULL13.

DIAMETER REQUIRED TO CUT-OFF LEVEL. TAKE ADEQUATE MEASURES TO AVOID SEGREGATION, BLEEDING

AND GROUT DEFICIENCY OF THE PIER.

EACH PIER SHALL BE TRIMMED TO ±25mm OF THE CUT-OFF LEVEL. ANY DAMAGE CAUSED TO THE BORED14.

PIER DURING TRIMMING AND CAPPING IS TO BE REMOVED AND ADEQUATELY REPAIRED.

RX SITE FOOTING DETAILS

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TITLE:

DWG NO.

SHEET 4 OF 6

LENCOM ANTENNAS Pty. Ltd.

C LENCOM ANTENNAS PTY. LTD.

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2 PLACES DEC. 0.25

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FOUNDATION NOTES

REFER TO THE GEOTECHNICAL ENGINEERING REPORT SPECIFIED IN THE GENERAL NOTES FOR SITE SPECIFIC GEOTECHNICAL INFORMATION.1.

FOOTINGS TO BE FOUNDED ON MATERIAL HAVING AN ALLOWABLE BEARING CAPACITY OF 190kPa. WHERE DIFFICULTY IN REACHING THE REQUIRED CAPACITY IS EXPERIENCED,2.

'ROBERT BIRD GROUP' IS TO BE CONTACTED TO REASSESS THE FOOTING DESIGN.

FOOTINGS HAVE BEEN DESIGNED BASED ON THE FOLLOWING PROPERTIES3.

• GRANULAR MATERIAL

• ANGLE OF FRICTION (18°)

• DENSITY OF 20 kN/m³

THE CONTRACTOR IS TO ENGAGE AND PAY A GEOTECHNICAL ENGINEER TO VERIFY THE BEARING CAPACITY OF THE FOUNDATIONS PRIOR TO PLACEMENT OF THE BLINDING LAYER.4.

ALL LOOSE MATERIAL AND WATER TO BE CLEANED OUT OF THE FOUNDATION. FORM WORK TO BE USED WHERE THE SIDES OF THE FOUNDATION ARE NOT STABLE.5.

A 50mm MINIMUM BLINDING LAYER SHOULD BE APPLIED TO THE BASE OF ALL FOUNDATIONS IMMEDIATELY AFTER VERIFICATION OF THE BEARING CAPACITY BY THE GEOTECHNICAL ENGINEER.6.

WHERE THE FOUNDING MATERIAL IS DEEPER THAN REQUIRED FOR THE FOOTING THE EXCAVATION IS TO BE BACKFILLED WITH A WEAK MIX CONCRETE (N10) TO THE UNDERSIDE OF THE FOOTING.

WHERE AN EXCAVATION IS REQUIRED OR EXISTS7.

BELOW THE BASE OF A FOOTING THE SIDE OF THE

EXCAVATION SHALL BE LOCATED AWAY FROM EDGE

OF FOOTING BY THE SAME DISTANCE THAT THE

EXCAVATION IS BELOW FOOTING BASE. WHERE THIS

CAN NOT BE ACHIEVED, 'ROBERT BIRD GROUP'

SHALL BE CONTACTED FOR FURTHER DIRECTION.

MASS CONCRETE IS TO EXTEND TO THE INFLUENCE

LINE AS REQUIRED.

IT HAS BEEN ASSUMED WATER TABLE IS PRESENT GREATER THAN 500mm BELOW FOUNDING DEPTH OF FOOTING8.

MASS

CONCRETE

INFLUENCE LINE

AT 45 DEGREES

EXCAVATION OR

ADJACENT FOOTING

RX SITE FOOTING DETAILS

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MATERIAL:

TITLE:

DWG NO.

SHEET 5 OF 6

LENCOM ANTENNAS Pty. Ltd.

C LENCOM ANTENNAS PTY. LTD.

TOLERANCES UNLESS SPECIFIED

2 PLACES DEC. 0.25

1 PLACE DEC. 0.5

0 PLACES 1

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RX SITE FOOTING DETAILS

TACMOR

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MATERIAL:

TITLE:

DWG NO.

SHEET 6 OF 6

LENCOM ANTENNAS Pty. Ltd.

C LENCOM ANTENNAS PTY. LTD.

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2 PLACES DEC. 0.25

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60.5

45.0

14.75 14.75 30.0

11.0

BORE SIGHT

EARTH

AT W

IRE G

RID

22.5 O

RE SIG

H T

Tx SENSOR : 12-30 MHz FMS : 12-30MHz

POWER : 20 KW

RATING : CYCLONIC

EARTH W

IRE

SINGLE DIRECTION

OFF BORE SIGHT

Tx DIAGNOSTIC ANTENNA ~ 130m IN FRONT OF MAST LINE

REGION 1

REGION 2 REGION 3

SCALE 1 : 1000

Tx Antenna Array Center Point 1

Tx Antenna Array Center Point 2

All dimensions are in m General Tolerance 10mm

0.70

22.5° 45°

DETAIL A

SCALE 1 : 250

HF RADAR Tx SITE LAYOUT

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DWG NO.

SHEET 1 OF 14

C LENCOM ANTENNAS PTY. LTD.

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91-00609-00

19.0 11.0 14.75

5.5

14.75

BORE SIGHT

BALUN LINE

12 ELEMENTS

MAST LINE

LAND TO BE CLEARED & LEVELLED

AS PER TX SITE OTHR ARRAY

PLATFORM EARTHWORKS

120 x 40

All dimensions are in m General Tolerance 10mm

Tx SENSOR : 12-30 MHz FMS : 12-30MHz

POWER : 20 KW

RATING : CYCLONIC

HF RADAR Tx SITE LAYOUT

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SHEET 2 OF 14

C LENCOM ANTENNAS PTY. LTD.

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Eq ua l B ay s

33.000 6 Equal Bays

2.750 2.750

33.000 6 Equal Bays

5.559 5.559 22.000 4 Equal Bays

2.441

82.618 12 Curtain Footing

22.000 FMS Footing

Tx Antenna Array Center Point 1

MB MB MB MB MB MB MB MB MB

BS BS BS BS BS BS BS BS BS

MG1 MG1 MG1 MG1

MG1MG1

MG1

MG1MG1

MG1 MG1

MG1

MG1 MG1

MG1MG1MG1 MG2 MG2 MG2

MG2

BMB

SMB SMB

BMB

SMB

BMB

SMB SMB SMB SMB SMB SMB SMB SMB SMB SMB SMB

BMB BMB BMB BMB BMB BMB BMB BMB BMB BMB BMB

SS SS

Refer Sheet 4 of 8

DP2

DP1

DP2

All dimensions are in m General Tolerance 10mm

SLB

SLB SLB SLB SLB SLB

SLB

SLB SLB SLB SLB SLB

HF RADAR Tx FOOTING LAYOUT

MB - Mast Base BS - Back stay MG1 - Mast Guy 1 Anchor MG2 - Mast Guy 2 Anchor SMB - Short Mast Base BMB - Balun Mast Base SS - Side Stay SLB - Stub Line Base DP1 - Dipole Anchor DP2 - Dipole Anchor Long

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120° 120°

0.000

3.500

6.198

8.627

10.812

12.779

14.549 16.143 17.577 18.867 20.029 21.074 22.015 22.862

24.553 J

MG1/MG2

SMB

BMB

MG1

MG1/MG2

DP1

DP2

SLB

DETAIL J

SCALE 1 : 50

DP1

DP2

HF RADAR Tx FOOTING LAYOUT

All dimensions are in m General Tolerance 10mm

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A B

PAD FOOTING REINFORCEMENT

BRACING/COVER CONTROL

NOTE: BAR STAKES INTO SIDE OF

EXCAVATION ARE NOT TO BE USED AS

CORROSION TO MAIN REINFORCEMENT

WILL OCCUR

COLUMN

SCALE 1:20

USE CONVENTIONAL CHAIRS ON

BLINDING LAYER OR ROCK

SUBSTRATE ONLY. USE CONCRETE

'ASPRO' CHAIRS ON ALL OTHER

SUBSTRATE. (DO NOT USE BRICK

OR BLOCK REMNANTS).

BRACE REINF. CAGE WITH 'WHEEL'

CHAIRS FITTED TO N12 HORIZ. BAR

TIES TO VERTICAL LEG OF REINF.

(OR USE CONVENTIONAL CHAIRS

TIED TO VERTICAL LEG OF REINF).

ELEVATION SECTION

TYPICAL PAD FOOTING DETAIL

N10 MASS CONCRETE

BLINDING LAYER 50mm MIN TO FOUND ON 20 kN/m³

MASS CONCRETE FOOTING

AS REQUIRED SO THAT

LINE OF INFLUENCE IS

BELOW EXCAVATIONS

LINE OF INFLUENCE

COLUMN

EXCAVATION OR

ADJACENT

FOOTING

COLUMN

R3FINISHED

GROUND

LEVEL

LOCALLY COMPACT

FILL ADJACENT TO

FOOTING

PAD FOOTING SCHEDULE

DP1

DP2

DP1

DP2

SS 113 60 -

HF RADAR Tx FOOTING DETAIL

All dimensions are in m General Tolerance 10mm

60036503650BMB

100036503650SMB

130017001700MG1 & MG2

150021002100BS

SL92

REINFORCEMENTDIMENSIONS

MARK

N20-150N20-150

100014001400MB

R2R1CBA

SS 22002200 1400

600750750SLB SL92SL92 -

SLB - - -

18.320.03

TYPICAL NOTES

ALL STEELWORK TO BE HOT DIP GALVANISED TO AS2312.2

REINFORCING TO GRADE DN500

EXPOSURE CLASSIFICATION A2 (NON AGGRESSIVE SOILS)

f'c = 32MPa, COVER = 50mm

CONCRETE REQUIREMENTS (AS 3600)

--86 116-86

-869 -69132

PAD FOOTING SCHEDULE

GEOTECHNICAL INFORMATIONDESIGN LOADS

MARK

--320 PHI=DEGREESkN/CUBIC METRE

DELTA =

P1PRETENSION=kNP=kN

MG1 & MG2

SMB

BMB

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BORE SITE

SURVEY POINT

SECTION B-B

SCALE 1 : 30

SURVEY POINT

BORE SITE

SURVEY POINT

SECTION J-J

SCALE 1 : 30

SURVEY POINT

HF RADAR Tx FOOTING HARDWARE DETAIL

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SURVEY POINT

SECTION C-C

SMB & BMB

SCALE 1 : 30

SURVEY POINT

SECTION D-D

SCALE 1 : 20

SURVEY POINT

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SHEET 8 OF 14

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FOUNDATION NOTES

REFER TO THE GEOTECHNICAL ENGINEERING REPORT SPECIFIED IN THE GENERAL NOTES FOR SITE SPECIFIC GEOTECHNICAL INFORMATION.1.

FOOTINGS TO BE FOUNDED ON MATERIAL HAVING AN ALLOWABLE BEARING CAPACITY OF 190kPa. WHERE DIFFICULTY IN REACHING THE REQUIRED CAPACITY IS EXPERIENCED,2.

'ROBERT BIRD GROUP' IS TO BE CONTACTED TO REASSESS THE FOOTING DESIGN.

FOOTINGS HAVE BEEN DESIGNED BASED ON THE FOLLOWING PROPERTIES3.

• GRANULAR MATERIAL

• ANGLE OF FRICTION (18°)

• DENSITY OF 20 kN/m³

THE CONTRACTOR IS TO ENGAGE AND PAY A GEOTECHNICAL ENGINEER TO VERIFY THE BEARING CAPACITY OF THE FOUNDATIONS PRIOR TO PLACEMENT OF THE BLINDING LAYER.4.

ALL LOOSE MATERIAL AND WATER TO BE CLEANED OUT OF THE FOUNDATION. FORM WORK TO BE USED WHERE THE SIDES OF THE FOUNDATION ARE NOT STABLE.5.

A 50mm MINIMUM BLINDING LAYER SHOULD BE APPLIED TO THE BASE OF ALL FOUNDATIONS IMMEDIATELY AFTER VERIFICATION OF THE BEARING CAPACITY BY THE GEOTECHNICAL ENGINEER.6.

WHERE THE FOUNDING MATERIAL IS DEEPER THAN REQUIRED FOR THE FOOTING THE EXCAVATION IS TO BE BACKFILLED WITH A WEAK MIX CONCRETE (N10) TO THE UNDERSIDE OF THE FOOTING.

WHERE AN EXCAVATION IS REQUIRED OR EXISTS7.

BELOW THE BASE OF A FOOTING THE SIDE OF THE

EXCAVATION SHALL BE LOCATED AWAY FROM EDGE

OF FOOTING BY THE SAME DISTANCE THAT THE

EXCAVATION IS BELOW FOOTING BASE. WHERE THIS

CAN NOT BE ACHIEVED, 'ROBERT BIRD GROUP'

SHALL BE CONTACTED FOR FURTHER DIRECTION.

MASS CONCRETE IS TO EXTEND TO THE INFLUENCE

LINE AS REQUIRED.

IT HAS BEEN ASSUMED WATER TABLE IS PRESENT GREATER THAN 500mm BELOW FOUNDING DEPTH OF FOOTING8.

MASS

CONCRETE

INFLUENCE LINE

AT 45 DEGREES

EXCAVATION OR

ADJACENT FOOTING

HF RADAR Tx FOOTING DETAIL

EARTHWORKS NOTES

REFER TO THE GEOTECHNICAL ENGINEERING REPORT SPECIFIED IN THE GENERAL NOTES.1.

STRIP SITE OF ALL TOPSOIL, VEGETATION AND DELETERIOUS MATTER TO A MINIMUM DEPTH OF 150mm.2.

PROOF ROLL SUBGRADE TO REVEAL SOFT SPOTS. SOFT SPOTS TO BE REMOVED AND BACKFILLED. ALL3.

NATURAL SUBGRADE IS TO BE COMPACTED TO 98% STANDARD COMPACTION IN ACCORDANCE WITH

AS1289 PRIOR TO PLACEMENT OF FILL MATERIAL.

MATERIAL WON FROM THE SITE TO BE INSPECTED BY THE GEOTECHNICAL ENGINEER FOR APPROVAL PRIOR4.

TO USE AS FILL. ANY IMPORTED FILL TO HAVE A MINIMUM CBR VALUE OF 15%. ALL FILL TO BE COMPACTED TO 98% STANDARD COMPACTION IN 200mm MAXIMUM THICK LAYERS IN ACCORDANCE WITH AS1289.

TEST CERTIFICATES ON THE FILL MATERIAL SHALL BE SUPPLIED TO THE SUPERINTENDENT FOR APPROVAL5.

PRIOR TO THE USE OF THE FILL MATERIAL

All dimensions are in m General Tolerance 10mm

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GENERAL NOTES

THESE ENGINEERING DRAWINGS ARE TO BE READ IN CONJUNCTION WITH PROJECT SPECIFICATIONS AND1.

OTHER CONSULTANTS DRAWINGS ON THE PROJECT.

• 18626C-RPT-TACMOR ANTENNA - CURTAIN

• 18626C-RPT-TACMOR ANTENNA - ARRAY