B08 W9123822R0009 Attachment 2 Design dated 19 January 2022_Part1.pdf

PDF 47 MB Posted Feb 7, 2022

Attached to: DBB, Utah Test and Training Range (UTTR) Modular Storage Magazines (MSMs) Federal contract opportunity
Solicitation number: W9123822R0009
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for design-bid-build construction services to construct nine modular storage magazines at the Utah Test and Training Range for the U.S. Army Corps of Engineers, Sacramento District. The scope of work involves earth-covered magazines including mechanical rooms, concrete docks and floors, and air-pallet-bearing floor finishes, located within the existing munitions storage area security perimeter. Each magazine must comply with DDESB and DoD AT/FP standards. Supporting facilities such as special foundations, paving, utilities and security features are also required. The selected contractor must complete facility evaluation tests during and after construction to verify compliance with design criteria. The closing date for responses was not provided.

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Other files for this federal contract opportunity

Other files attached to DBB, Utah Test and Training Range (UTTR) Modular Storage Magazines (MSMs), newest first.
File	Type	Posted
B08 W9123822R009 002 -03082022.pdf	PDF	Mar 8, 2022
B08 W9123822R009 Cut Sheet UTTR464-3_A506.pdf	PDF	Mar 8, 2022
B08 W9123822R0009 UTTR464-3_M501.pdf	PDF	Mar 8, 2022
B08 - W9123822R0009 Attachment 08- Price Schedule - 202220207.pdf	PDF	Mar 3, 2022
B08 W9123822R0009 Attachment 3 - CWRR UT20220086 - 20220224 (1).pdf	PDF	Feb 25, 2022
B08 W9123822R0009-0001 - 20220225.pdf	PDF	Feb 25, 2022
B08 W9123822R0009 UTTR Site Visit 20220218.pdf	PDF	Feb 22, 2022
B08 W9123822R0009 Attachment 2 Design dated 19 January 2022 _Part3.pdf	PDF	Feb 7, 2022
B08 W9123822R0009 Attachment 2 Design dated 19 January 2022 _Part2.pdf	PDF	Feb 7, 2022
B08 - W9123822R0009 - 20220207.pdf	PDF	Feb 7, 2022
B08 W9123822R0009 Attachment 3 - CWRR UT20210086 - 20220121 (1).pdf	PDF	Feb 7, 2022
B08 W9123822R0009 Attachment 5 Past Performance Questionnaire Dated 28 January 2022.pdf	PDF	Feb 7, 2022
B08 W9123822R0009 Attachment 6 Contractors Project Experience Dated 28 January 2022.pdf	PDF	Feb 7, 2022
B08 W9123822R0009 Attachment 7 SB Participation Commitment Document Dated 28 January 2022.pdf	PDF	Feb 7, 2022
B08 - W9123822R0009 Attachment 08- Price Schedule - 202220207.pdf	PDF	Feb 7, 2022
B08 W9123822R0009 Attachment 1 Specifications dated 19 January 2022.pdf	PDF	Feb 7, 2022
B08 W9123822R0009 Attachment 4 Pre-Award Survey Dated 20 January 2022.pdf	PDF	Feb 7, 2022

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1"1/2"0 2"

US Army Corps of Engineers ®

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US Army Corps of Engineers ®

KSRM#

CAPITAL PROJ. NO.:

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SACRAMENTO DISTRICT

D5 MISSILE MOTOR RECEIPT

AND STORAGE FACILITY

UTAH TEST & TRAINING RANGE

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PACKAGE 3 - 9 OPTIONAL

MOTOR STORAGE MAGAZINES

1028118

KSRM 103017

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SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND

ACCEPTANCE OF ALL DRAWINGS IN THIS SET AS SHOWN IN THE INDEX

REVIEWED BY:

QUALITY ASSURANCE DATE

ACCEPTANCE RECOMMENDED:

PROJECT ENGINEER/ARCHITECT DATE

ACCEPTED:

CHIEF, ENGINEER DIVISION DATE

*THIS PROJECT WAS DESIGNED UNDER THE SUPERVISION OF THE U.S. ARMY CORPS OF ENGINEERS, SACRAMENTO

DISTRICT. INDIVIDUALS WHOSE SIGNATURE AND REGISTRATION DESIGNATIONS APPEAR ON THESE DOCUMENTS

ARE OPERATING WITHIN THE SCOPE OF THEIR EMPLOYMENT, SIGNATURES ARE REQUIRED BY ER 111-1-8152 19 January 2022

PACKAGE DESCRIPTIONS

The work under this contract is the third package of three total packages. The work included in each of these packages is detailed below:

Package 1 (Not in contract): Provided construction of nine missile motor storage magazines (MSMs), site utilities, infrastructure, and access roads. Work under

Package 1 also included clearing/grading of the site for an additional nine motor storage magazines (to be constructed under Package 3), installation of site utilities and infrastructure to within five feet of the buildings' footprint. Electrical service for nine future MSMs (Package 3) is completed up to and including the primary side of the transformers.

Package 2 (Not in contract): Provided construction of a missile motor transfer facility (MTF), 13 miles of rail line, site utilities, infrastructure, and access roads.

Package 3: Provides construction of nine missile motor storage magazines and connection to existing site utilities. Site grading and installation of site utilities and access roads was accomplished under Package 1, as described above.

Work will include completion of all commissioning, real property records, operations and maintenance manuals, warranty information, Facility Evaluation

Tests (as described in 01 32 01) and other closeout requirements as detailed in specification 01 78 00.

Work for Packages 1 and 2 is expected to continue into calendar year 2023.

The contractor completing work of Package 3 must coordinate their construction activities closely with any other contractors working in the vicinity.

Additionally, the US Government will begin operations within the MTF and first nine MSMs in calendar year 2022. It is critical the contractor performing the

Package 3 construction avoid or minimize any impact on operations throughout the period of performance. To that end, traffic routes, staging areas, and other construction activities must be closely coordinated with the Contracting Officer or his/her designated representative. Any interruption of utility service or access must be coordinated with the government at minimum of 72 hours ahead of time.

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MSM SHEET INDEX

SHEET INDEX - 464-3

Sheet No. Sheet Name

MECHANICAL

M-001 SYMBOLS, LEGENDS, AND ABBREVIATIONS

M-101 TYPICAL FLOOR PLAN

M-301 SECTIONS

M-302 SECTIONS

M-401 ENLARGED TYPICAL FLOOR PLAN

M-501 DETAILS

M-502 DETAILS

M-503 DETAILS

M-601 SCHEDULES

M-602 SCHEDULES

M-701 CONTROLS

M-702 CONTROLS

M-703 CONTROLS

ELECTRICAL

E-001 SYMBOLS AND ABBREVIATION

ES101 OVERALL ELECTRICAL SITE PLAN POWER AND COMMUNICATIONS

ES102 ELECTRICAL SITE PLAN POWER AND COMMUNICATIONS

ES103 ELECTRICAL SITE PLAN POWER AND COMMUNICATIONS

E-101 POWER PLAN

E-102 LIGHTING PLAN

E-103 GROUNDING PLAN

E-401 ENLARGED POWER PLAN

E-501 DETAILS

E-502 DETAILS

E-503 DETAILS

E-504 DETAILS

E-505 DETAILS

E-600 MV DISTRIBUTION ONE-LINE

E-601 ONE-LINE DIAGRAM

E-602 SCHEDULES

ET101 COMM AND SECURITY PLAN

ET501 NETWORK SYSTEM DETAILS

ET601 ACS AND IDS RISERS

Grand total: 117

SHEET INDEX - 464-3

Sheet No. Sheet Name

GENERAL

G-100 CODE ANALYSIS

G-102 LIFE SAFETY PLAN

G-000 COVER SHEET

G-001 SHEET INDEX

G-002 GENERAL LEGEND

G-101 CODE COMPLIANCE SITE PLAN

CIVIL

C-001 CIVIL GENERAL NOTES

C-002 CIVIL LEGEND AND ABBREVIATIONS

GC100 MSM SITE ACCESSS AND CONSTRUCTION FEATURES OVERALL PLAN

GC101 SITE ACCESS AND CONSTRUCTION FEATURE

GC102 CONSTRUCTION STAGING PLAN

BB600 BORING PLAN OVERALL

BB601 BORE LOGS

BB602 BORE LOGS

BB603 BORE LOGS

BB604 BORE LOGS

CD100 EXISITNG SITE CONDITIONS AND DEMOLITION PLAN OVERALL

CD101 EXISITNG SITE CONDITIONS AND DEMOLITION PLAN

CD102 EXISITNG SITE CONDITIONS AND DEMOLITION PLAN

CS100 MSM SITE PLAN OVERALL

CS101 MSM SITE PLAN

CS102 MSM SITE PLAN

CS103 MSM SITE PLAN

CS601 SITE LAYOUT POINT TABLES

CG100 MSM GRADING PLAN OVERALL

CG101 MSM GRADING PLAN

CG102 MSM GRADING PLAN

CG103 MSM GRADING PLAN

CG150 MSM EROSION CONTROL PLAN OVERALL

CG151 MSM EROSION CONTROL PLAN

CG152 MSM EROSION CONTROL PLAN

CG351 MSM TYPICAL SECTIONS

CP401 MSM ENLARGED TYPICAL JOINTING PLAN

CU100 MSM UTILITY PLAN OVERALL

CU101 MSM UTILITY PLAN

CU102 MSM UTILITY PLAN

CU103 MSM UTILITY PLAN

C-501 SITE DETAILS

C-502 SITE DETAILS

C-503 SITE DETAILS

C-504 JOINTING DETAILS

C-505 JOINTING DETAILS

C-506 REINFORCING DETAILS

STRUCTRUAL

S-001 LOADING PLAN

S-002 GENERAL NOTES

S-003 GENERAL NOTES

S-101 FOUNDATION AND FLOOR PLAN

S-102 ROOF FRAMING PLAN

S-103 MECHANICAL ROOM PARTIAL PLAN, SECTIONS, AND DETAILS

S-201 BUILDING ELEVATIONS

S-202 BUILDING ELEVATIONS

S-203 BUILDING SECTIONS

S-301 WALL SECTIONS

S-302 COLUMN AND WALL SECTIONS / DETAILS

S-303 RETAINING WALL EAST FOUNDATION PLAN AND SECTIONS

S-304 RETAINING WALL WEST FOUNDATION PLAN AND SECTIONS

S-401 FOUNDATION DETAILS

S-501 DETAILS

S-502 CANOPY AND DOOR RAIL SUPPORT FRAMING PLANS AND DETAILS

S-503 CANOPY SUPPORT DETAILS

S-504 RAIL SUPPORT BRACKET DETAILS

S-601 PRECAST ROOF PANEL DETAILS

S-701 DOOR ELEVATIONS

S-702 DOOR DETAILS

S-703 DOOR PLATE ELEVATIONS

S-704 PILASTER DETAILS

ARCHITECTURAL

A-000 ARCHITECTURAL LEGEND

A-001 GROSS AND NET AREA TABLES

A-101 FLOOR PLAN

A-102 REFLECTED CEILING PLAN

A-103 ROOF PLAN

A-104 CLEARANCE FLOOR PLAN

A-105 ENLARGED GUIDE RAIL INSERT PLAN

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-501 GENERAL & SIGNAGE DETAILS

A-502 STAIR DETAILS

A-503 DOOR DETAILS

A-504 BLAST DOOR SEAL DETAILS

A-505 SECURITY HASP SECTION, BLAST DOOR & CARRIER TRACK DETAILS

A-506 SECURITY HASP SECTION, BLAST DOOR & CARRIER TRACK DETAILS

A-601 DETAILS AND SCHEDULES

FIRE ALARM

FA-101 FIRE ALARM PLAN

FA-501 FIRE ALARM DETAILS

PLAN TITLE

SECTION CUT MARKER

DETAIL MARKER

SECTION TITLE

DETAIL TITLE

FULL BUILDING SECTION CUT MARKER

1/4" = 1'-0"

XXX 3/8" = 1'-0"

XXX

XXXXXX

XXX 1/4" = 1'-0"

FOR REFERENCING DETAILS BOUND IN

SPECIFICATIONS OR SEPARATE VOLUME.

SHEET WHERE SECTION

IS LOCATED

SHEET WHERE SECTION

VIEW IS FIRST CUT *

SHEET WHERE DETAIL

IS LOCATED *

* EXCEPTIONS WHERE THE SHEET

NUMBER IS REPLACED BY A DASH (-).

1) FOR COMMON DETAILS, SECTIONS, ELEVATIONS OR DETAILS

THAT ARE CUT OR CALLED OUT ON MULTIPLE SHEETS.

2) SECTIONS, ELEVATIONS OR DETAILS THAT ARE LOCATED

ON THE SAME SHEET THEY ARE CUT OR CALLED OUT ON.

FOR REFERENCING DETAILS INCLUDED IN DRAWING SET.

SECTION LETTER

FLAG INDICATES DIRECTION

OF SECTION CUT

SECTION LETTER

DETAIL NUMBER

SHEET WHERE DETAIL

IS LOCATED *

DETAIL NUMBER

SHEET WHERE

SECTION IS LOCATED

SECTION LETTER

ARROW INDICATES

DIRECTION OF SECTION

CUT

GENERAL SYMBOLOGY

PLAN

SECTION

DETAIL

XXX

MATERIALS IN PLAN/SECTION

RIPRAP (PLAN AND/OR SECTION)

WEEP JOINT MORTAR

PROTECTION SYSTEM (SECTION)

SOD (SECTION)

FILTER POINT MAT (PLAN)

GRATING (PLAN)

PARTICLE BOARD (SECTION)

ORIENTED STRAND BOARD (SECTION)

GLULAM LUMBER (SECTION)

FINISHED WOOD (SECTION)

DEMOLITION

ACOUSTICAL CEILING TILE (SECTION)

PLYWOOD (SMALL-SCALE SECTION)

GROUT (SECTION)

ASPHALT (LARGE-SCALE SECTION)

DEMOLITION (PLAN AND/OR SECTION)

CONCRETE (PLAN AND/OR SECTION)

GRANULAR FILL (SECTION)

BACKFILL/EARTH (SECTION)

GRATING (SECTION)

CHECKERED PLATE (PLAN)

BATT INSULATION (SECTION)

WOOD - CONTINUOUS (SECTION)

METAL (SECTION)

RAIL - ASPHALT CROSSING

WOOD - BLOCKING (SECTION)

PLYWOOD (LARGE-SCALE SECTION)

GYPSUM BOARD (SECTION)

SAND (SECTION)

CONCRETE MASONRY (SECTION)

PRECAST CONCRETE (PLAN

AND/OR SECTION)

ASPHALT (PLAN OR SMALL-SCALE SECTION)

XXX

GENERAL NOTES:

1. THIS IS A STANDARD SHEET

SHOWING COMMON SYMBOLOGY.

ALL SYMBOLS ARE NOT

NECESSARILY USED ON THIS

PROJECT.

2. SCREENING OR SHADING OF

WORK IS USED TO INDICATE

EXISTING COMPONENTS OR TO

DE-EMPHASIZE PROPOSED

IMPROVEMENTS TO HIGHLIGHT

SELECTED TRADE WORK. REFER

TO CONTEXT OF EACH SHEET

FOR USAGE.

4-HOUR FIRE RATED WALL

3-HOUR FIRE RATED WALL

2-HOUR FIRE RATED WALL

1-HOUR FIRE RATED WALL

COLUMN GRID LINE/CENTERLINE

GENERAL LINE SYMBOLOGY

EQUIPMENT IDENTIFICATION

ALTERNATIVE 2

ALTERNATIVE 1

PIPING

EQUIPMENT NUMBER

PUMP 23

INDICATES PUMP

EXAMPLEFIGURE

PUMP 23

BUILDING 20

INDICATES PUMP

EXAMPLEFIGURE

36"LINE SIZE

PLANT EFFLUENTSERVICE

EXAMPLE36"-PLEFIGURE

NPWP2023

NPWP-23

SERVICE

ABBREVIATION

EQUIPMENT

ABBREVIATION

BUILDING OR

STRUCTURE

NUMBER

EQUIPMENT NUMBER

INDICATES

NON-POTABLE

WATER

INDICATES

NON-POTABLE

WATER

SERVICE

ABBREVIATION

EQUIPMENT

ABBREVIATION

IDENTIFICATION SYMBOLOGY

SINGLE ELEVATION OR PHOTO MARKER

XXX

ARROW INDICATES

POINT OF VIEW

SHEET WHERE ELEVATION

IS LOCATED *

INTERIOR EXTERIOR

ELEVATION NUMBER

MULTIPLE ELEVATION OR PHOTO MARKER

XXX

ARROW INDICATES POINT

VIEW ELEVATION

INDICATES SHEET

WHERE

ELEVATION IS LOCATED

ELEVATION NUMBER

ELEVATION TITLE

XXX 3" = 1'-0"

ELEVATION

IDENTIFICATION NUMBER

SHEET WHERE POINT OF VIEW

MARKER CAN BE FOUND *

ELEVATION

BEYOND VIEW; ABOVE OR BELOW

XXX

ROOM

NAME

XX-XX

ARCHITECTURAL

KEY NOTE DESIGNATION

LOUVER

WINDOW TYPE

WALL TYPE

COLUMN GRID LINE

ROOM NUMBER

DOOR NUMBER

ACCESSORY, FURNITURE,

AND MISCELLANEOUS

EQUIPMENT IDENTIFIER

NORTH ARROW

NORTH ARROW w/

TRUE NORTH

INDICATION

PLAN NORTH

WALL SECTION MARKER

SHEET WHERE SECTION

IS LOCATED

SECTION LETTER

FLAG INDICATES DIRECTION

OF SECTION CUT

XXX

TARGET ELEVATION

KEY NOTE NUMBER

ROCK - BASE COURSE

ROCK - DRAINAGE/GRAVEL

RAIL - EMBEDDED IN CONCRETE (PLAN)

SEEDING

UNDISTURBED EARTH

PAINTED STRIPED AREA (PLAN)

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FIRE PROTECTION / LIFE SAFETY CODE ANALYSIS

REFERENCED CODES AND STANDARDS:

UNIFIED FACILITIES CRITERIA (UFC)

UFC 1-200-01 GENERAL BUILDING REQUIREMENTS, 20 JUN 2016, CHANGE 1, FEB 2018

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, 8 AUG 2016, WITH CHANGE 2

UFC 4-420-01 AMMUNITION AND EXPLOSIVE STORAGE MAGAZINES, 1 MAY 2015

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 1 FIRE CODE, 2018 EDITION

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2018 EDITION

NFPA 54 NATIONAL FUEL GAS CODE, 2018 EDITION

NFPA 70 NATIONAL ELECTRICAL CODE, 2017 EDITION

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE, 2019 EDITION

NFPA 90A STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS, 2018 EDITION

NFPA 101 LIFE SAFETY CODE, 2018 EDITION.

NFPA 170 FIRE SAFETY SYMBOLS, 2018 EDITION

NFPA 704 STANDARD FOR THE IDENTIFICATION OF HAZARDS OF MATERIALS FOR EMERGENCY RESPONSE, 2017 EDITION NFPA 720 STANDARD FOR THE INSTALLATION OF CARBON MONOXIDE DETECTION AND WARNING EQUIPMENT, 2019 EDITION

NFPA 400 HAZARDOUS MATERIALS CODE, 2019 EDITION

NFPA 1141 STANDARD FOR FIRE PROTECTION INFRASTRUCTURE FOR LAND DEVELOPMENT IN WILDLAND, RURAL AND SUBURBAN AREAS, 2017 EDITION

OTHER REFERENCES

INTERNATIONAL CODE COUNCIL, INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION (AS MODIFIED BY UFC 1-200-01)

AFMAN 91-201 EXPLOSIVE SAFETY STANDARDS

DOD 6055.09-M DEPARTMENT OF DEFENSE AMMUNITION AND EXPLOSIVES SAFETY

FACILITY DESIGN CRITERIA FOR MOTOR STORAGE MAGAZINE REV B

NAVSEA OP 5 NAVAL SEA SYSTEMS COMMAND ORDNANCE PAMPHLET 5, 7TH REVISION, 1 JUN 2017

USE AND OCCUPANCY CLASSIFICATION:

IBC CHAPTER 3 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-3

IBC OCCUPANCY CLASSIFICATION:

MIXED-USE / NON-SEPARATED OCCUPANCIES (IBC §508.3)

HIGH-HAZARD GROUP H-1 (IBC §307.3)

DIVISION 1.1 MASS-DETONATING EXPLOSIVES EXCEED THE MAXIMUM ALLOWABLE QUANTITY OF 1 LB IBC TABLE 307.1(1)

MODERATE-HAZARD STORAGE GROUP S-1 (IBC §306.2)

NFPA OCCUPANCY CLASSIFICATION:

HIGH HAZARD STORAGE USE (MOTOR STORAGE MAGAZINE) NFPA 101 CHAPTER 42

ORDINARY HAZARD STORAGE (MECHANICAL ROOM)

GENERAL BUILDING HEIGHTS AND AREAS:

IBC CHAPTER 5 HEIGHT AND AREA LIMITATIONS DO NOT APPLY. UFC 3-600-01 § 4-32.2.4

FIRE AND SMOKE PROTECTION FEATURES:

IBC CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES DO NOT APPLY. UFC 3-600-01 § 4-32.2.4

INTERIOR FINISHES:

NFPA 101 CHAPTER 10 INTERIOR FINISHES DO NOT APPLY. UFC 3-600-01 § 4-32.2.4

FIRE PROTECTION SYSTEMS:

USE UFC 3-600-01 IN LIEU OF IBC CHAPTER 9. UFC 1-200-01 § 2-9

FIRE HYDRANT PLACEMENT AND COVERAGE

HYDRANT PROTECTION IS NOT REQUIRED. UFC 3-600-01 § 4-32.2.3

UFC 4-420-01 § 3-6.2

AUTOMATIC SPRINKLER PROTECTION

AUTOMATIC SPRINKLER PROTECTION IS NOT REQUIRED. UFC 3-600-01 § 4-30.2.3

UFC 4-420-01 § 3-6.2

PORTABLE FIRE EXTINGUISHERS

GENERAL PURPOSE PORTABLE FIRE EXTINGUISHERS ARE REQUIRED FOR NON-SPRINKLERED BUILDINGS. UFC 3-600-01 § 9-17.1 PORTABLE FIRE EXTINGUISHERS WILL BE LOCATED IN ACCORDANCE WITH NFPA 10. UFC 3-600-01 § 9-17.2.1

FIRE ALARM AND MASS NOTIFICATION SYSTEM

FIRE ALARM AND MASS NOTIFICATION SYSTEM IS NOT REQUIRED. UFC 4-420-01 § 3-6.4

FIRE ALARM TO BE PROVIDED AT USER REQUEST.

FIRE ALARM SYSTEM TO BE INSTALL IN ACCORDANCE WITH UFC-3-600-01, NFPA 70, AND NFPA 72. UFC 3-600-01 § 9-18.3.1

ADDRESSABLE FIRE ALARM SYSTEM WILL BE PROVIDED. UFC 3-600-01 § 9-18.4

PROVIDE MANUAL PULL STATION AT EXIT DOORS. UFC 3-600-01 § 9-18.7.4

FIRE ALARM SYSTEM MUST INITIATE A TEMPORAL 3 (T-3) ALERT SIGNAL.

BREAKER LOCK WILL BE PROVIDED FOR FIRE ALARM IAW UFC 3-520-01. UFC 3-600-01 § 9-18.11.1 SURGE PROTECTION DEVICE WILL BE PROVIDED FOR ALL 120 VAC POWERED FIRE ALARM CONTROL EQUIPMENT. UFC 3-600-01 § 9-18.11.2

NO MASS NOTIFICATION SYSTEM WILL BE PROVIDED.

CARBON MONOXIDE DETECTION

PROVIDE CARBON MONOXIDE DETECTION IN FACILITIES WITH COMBUSTIBLE FUEL BURNING EQUIPMENT. UFC 3-600-01 § 9-19.1.1 CARBON MONOXIDE DETECTION MUST CONFORM TO THE REQUIREMENTS OF NFPA 720. UFC 3-600-01 § 9-19.1.2 CARBON MONOXIDE DETECTION MUST BE LOCATED WITHIN EACH ROOM OR SPACE WHERE FUEL UFC 3-600-01 § 9-19.2.1

BURNING EQUIPMENT/APPLIANCES ARE LOCATED.

CARBON MONOXIDE DETECTION SYSTEM MUST INITIATE A TEMPORAL 4 (T-4) ALERT SIGNAL. UFC 3-600-01 § 9-19.3.1.1

MEANS OF EGRESS (SEE LIFE SAFETY PLAN):

COMPLIANCE WITH NFPA 101 MEANS OF EGRESS IS NOT REQUIRED FOR UFC 4-420-01 § 3-6.3

AMMUNITION AND EXPLOSIVE STORAGE FACILITIES.

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G-101

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150' 300'0

FIRE DEPARTMENT ACCESS

TURNING

RADIUS 10'

E1 MOTOR STORAGE MAGAZINE ENLARGED CODE COMPLIANCE SITE PLAN

SCALE: 1" = 50'

GATE ENTRANCE

MOTOR

STORAGE

MAGAZINE

FIRE DEPARTMENT ACCESS

31.0'

60.4'

93.9'

46.7'

93.8'66.8'

ARCTIC ROAD

FIRE DEPARTMENT ACCESS

31.0'

TURNING

RADIUS 10'

FIRE

BREAK

100' 100'

MOTOR

STORAGE

MAGAZINE

MOTOR

STORAGE

MAGAZINE

MOTOR

STORAGE

MAGAZINE

TURNING

RADIUS 10'

TURNING

RADIUS 10'

TURNING

RADIUS 10'

TURNING

RADIUS 10'

TURNING

RADIUS 10'

TURNING

RADIUS 10'

1. THIS SHEET DEMONSTRATES CODE COMPLIANCE. DIMENSIONS ARE NOT TO BE

USED FOR CIVIL CONSTRUCTION. SEE CIVIL SHEETS FOR LAYOUT AND

CONSTRUCTION.

GENERAL NOTE:

20'

50' 100'0

SEE ENLARGED PLAN THIS SHEET

PLAN NORTH

A1 MOTOR STORAGE MAGAZINE CODE COMPLIANCE SITE PLAN

SCALE: 1" = 150'

PLAN NORTH

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EXISTING

NEW WORK

48" 0.3

TRAVEL DISTANCE = 116 FT

COMMON PATH = 91 FT

TRAVEL DISTANCE = 56 FT

COMMON PATH = 28 FT

MECHANICAL

ROOM

AIR BEARING

MOTOR STORAGE

EXIT WIDTH [INCHES]

TRAVEL DISTANCETD

EXIT DISCHARGE

XX"

XXX

XXX EXIT CAPACITY [OCCUPANTS]

CAPACITY FACTOR [INCHES PER OCCUPANT]

FIRE EXTINGUISHER

COMMON PATHCP

1/8" = 1'-0"A1

LIFE SAFETY PLAN MOTOR STORAGE

MAGAZINE NOS. 1-18

* LOAD FACTOR NOT APPLICABLE FOR MAGAZINES PER UFC 3-600-01, TABLE 10-1. MAXIMUM ANTICIPATED

NUMBER OF PERSONNEL IS SIX (6) WITHIN THE MOTOR STORAGE AREA.

TOTAL BUILDING AREA 2,204 TOTAL OCCUPANY LOAD N/A

101 MECHANICAL ROOM 260

ELECT/MECH

EQUIPMENT N/A N/A

100 MOTOR STORAGE MAGAZINE 1,944

AMMUNITION/

EXPLOSIVE

STORAGE N/A N/A

ROOM

NUMBER

ROOM DESCRIPTION

ROOM

AREA

SQ.FT.

ROOM USE

LOAD

FACTOR

(SQ.FT. /

PERSON)*

OCCUPANCY

LOAD

ROOM OCCUPANCY TABULATIONS

* COMPLIANCE WITH THE MEANS OF EGRESS REQUIREMENTS OF NFPA 101 IS NOT

REQUIRED FOR AMMUNITION/EXPLOSIVES STORAGE FACILITES IN ACCORDANCE

WITH UFC 4-420-01 § 3-6.3.

TRAVEL DISTANCE N/A 56 FT N/A

DEAD END CORRIDOR N/A N/A N/A

COMMON PATH N/A 28 FT N/A

MECHANICAL ROOM

TRAVEL DISTANCE N/A 116 FT N/A

DEAD END CORRIDOR N/A N/A N/A

COMMON PATH N/A 91 FT N/A

HIGH HAZARD STORAGE USE

ALLOWED ACTUAL NFPA 101 REF.*

EGRESS TRAVEL DISTANCE

NFPA 101: HIGH HAZARD STORAGE USE (MOTOR STORAGE MAGAZINE)

ORDINARY HAZARD STORAGE (MECHANICAL ROOM)

IBC: GROUP H-1 HIGH HAZARD (MOTOR STORAGE MAGAZINE)

GROUP S-1 MODERATE-HAZARD STORAGE (MECHANICAL ROOM)

OCCUPANCY

4 8 168

SCALE: 1/8"=1'-0"

LEGEND

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US Army Corps of Engineers ®

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THIS DOCUMENT IS

RELEASED FOR THE

PURPOSE OF REVIEW

UNDER THE

AUTHORITY OF

CARIANN E. STATSER

CA 62901

DATE: 21 DEC, 2021

NOT FOR CONSTRUCTION.

REVIEW PURPOSES ONLY.

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C-001

UTTR 464-3

GENERAL NOTES

1. CONSTRUCTION SHALL FOLLOW HILL AIR FORCE BASE FACILITY DESIGN

STANDARDS.

2. DUST CONTROL. DUST CONTROL MEASURES SHALL MEET HILL AFB STANDARDS

(APPENDIX A OF SPECIFICATION 01 57 19) TO ENSURE MITIGATION MEASURES ARE

TAKEN DURING CONSTRUCTION AND SITE PREPARATION TO CONTROL FUGITIVE

DUST DISCHARGE AS NOT TO CAUSE INJURY, DETRIMENT, NUISANCE OR

ANNOYANCE TO THE PUBLIC.

3. SOIL STABILIZATION AT ALL AREAS OF DISTURBANCE SHALL BE PROVIDED BY

RE-VEGETATION WITH A NATIVE SEED MIX. SEED SHOULD BE DRILLED DUE TO

THE EXISTING SALINE CRUST. IF THE SEED IS GOING TO BE BROADCAST, THE SOIL

MUST BE FURTHER DISTURBED BEFORE PROJECT WITH HARROW. SEEDING

SHOULD ONLY BE DONE IN THE LATE FALL/EARLY SPRING FOR SUCCESS.

CONTACT RUSS LAWRENCE, NATURAL RESOURCE MANAGER FOR MORE

INFORMATION 801-775-6972 OR CLAIR.LAWRENCE@US.AF.MIL

SEED MIX POUNDS/ACRE

CRESTED WHEATGRASS 'HYCREST II' 1.5

RUSSIAN WILDRYE 'BOZOISKY II' 1.5

SIBERIAN WHEATGRASS 'VAVILOV II' 1.5

SANDBERG BLUEGRASS 2.0

SAND DROPSEED 0.5

BOTTLEBRUSH SQUIRRELTAIL 1.5

INDIAN RICEGRASS 1.5

FORAGE KOCHIA 3.0

BLUE FLAX 'APPAR' 1.0

4. NO EXCAVATION SHALL BE DONE PRIOR TO RECEIVING A BASE CIVIL

ENGINEERING EXCAVATION PERMIT. IF EXCAVATION IS STARTED WITHOUT

OBTAINING A PERMIT, THE CONTRACTOR SHALL BE HELD LIABLE FOR REPAIRS TO

ANY BROKEN UTILITY LINES AND FOR OTHER DAMAGE RESULTING FROM THE

BROKEN LINES. THE CONTRACTOR SHALL REQUEST A PERMIT 14 CALENDAR

DAYS PRIOR TO SCHEDULED START OF DIGGING. HAND DIGGING SHALL BE

REQUIRED TO LOCATE UTILITIES SHOWN ON THE CONTRACT DRAWINGS,

EXCAVATION PERMIT OR 3 FEET (1 METER) ON EITHER SIDE OF LOCATIONS

IDENTIFIED BY BASE MAINTENANCE SHOPS.

5. CONTRACTORS MUST UPDATE THE UTAH POLLUTANT DISCHARGE ELIMINATION

SYSTEM (UPDES) STORM WATER PERMIT (UPDES ID: UTRCO1079) IF THE PROJECT

DISTURBS MORE THAN 1 ACRE OF SOIL SURFACE AREA. TO UPDATE THE PERMIT

A CONTRACTOR MUST PREPARE A STORM WATER POLLUTION PREVENTION PLAN

AND THEN BE ADDED TO THE PERMIT THROUGH THE WEBSITE, AND THE

REQUIRED FEE TO THE STATE OF UTAH, DEPARTMENT OF ENVIRONMENTAL

QUALITY, AND DIVISION OF WATER QUALITY. CONTRACTOR SHALL SUBMIT AND

RECEIVE APPROVAL OF THE UPDES PERMIT BEFORE STARTING CONSTRUCTION.

6. PROJECTS DISTURBING A SOIL SURFACE AREA GREATER THAN ONE ACRE WILL

REQUIRE SUBMISSION OF A SEDIMENT AND EROSION CONTROL PLAN TO THE

PROJECT MANAGER FOR SUBSEQUENT REVIEW AND APPROVAL BY THE

ENVIRONMENTAL COMPLIANCE OFFICE 75 CEG/CEIE. THE CONTRACTOR MUST

RECEIVE APPROVAL OF THE PLAN AND IMPLEMENT APPROVED BEST

MANAGEMENT PRACTICES BEFORE STARTING CONSTRUCTION.

7. PROJECTS DISTURBING MORE THAN ONE ACRE OF SOIL SURFACE AREA SHALL

ALSO SUBMIT A PLAN FOR PERMANENT STABILIZATION OF DISTURBED AREA TO

THE CONTRACTING OFFICER FOR SUBSEQUENT REVIEW AND APPROVAL BY THE

ENVIRONMENTAL COMPLIANCE OFFICE 75 CEG/CEIE. THE CONTRACTOR SHALL

RECEIVE APPROVAL OF THE PLAN AND IMPLEMENT APPROVED BEST

MANAGEMENT PRACTICES BEFORE CONTRACT CLOSEOUT.

8. PROJECT GEOTECHNICAL REPORT, "100% GEOTECHNICAL REPORT, USACE SPK

D5 MMR AT UTTR" DATED JUNE 14, 2019 WILL BE AVAILABLE TO THE CONTRACTOR

UPON CONTRACT AWARD.

9. CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER IN THE EVENT OF A

DISCOVERY OF CULTURAL RESOURCES AND/OR HUMAN REMAINS. A STOP WORK

ORDER SHALL BE IMPLEMENTED REGARDING ALL CONSTRUCTION ACTIVITIES

AND IMMEDIATE NOTIFICATION SHALL BE MADE BY THE CONTRACTING OFFICER

TO THE TRIBES HeTO. CONSTRUCTION SHALL CEASE UNTIL PROPER TREATMENT

OF CULTURAL RESOURCES AND/OR HUMAN REMAINS ARE ARCHIVED.

10. REPAIR TO ORIGINAL CONDITION ANY DAMAGE INCURRED DURING

CONSTRUCTION AT NO EXPENSE TO OWNER.

11. PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD VERIFY AND PROTECT THE

LOCATIONS AND ELEVATIONS OF ALL EXISTING FACILITIES (UTILITIES, PIPING,

EQUIPMENT, STRUCTURES, FENCING, BARRIERS, PAVEMENT, SIDEWALKS,

SIGNAGE, ETC.) WHICH PERTAIN TO AND/OR AFFECT CONSTRUCTION OF THIS

PROJECT.

12. VERIFY ALL DEPTHS AND LOCATIONS OF EXISTING UTILITIES PRIOR TO ANY

CONSTRUCTION. ALL UTILITIES MAY NOT BE SHOWN. CONTACT UTILITY SERVICE

PROVIDERS AT LEAST 48 HOURS PRIOR TO TRENCHING OR EXCAVATION, AND

REQUEST FIELD LOCATION OF UTILITIES. ONE-CALL LOCATOR SERVICES MAY NOT

COVER ALL UTILITIES IN THIS AREA.

13. ANY EXISTING FACILITIES THAT ARE DAMAGED OR REMOVED SHALL BE REPAIRED

OR REPLACED TO A CONDITION EQUAL TO OR BETTER THAN ORIGINAL

CONDITIONS AT NO ADDITIONAL COSTS.

14. RESTORE ALL DRIVEWAYS, CULVERTS, HEADWALLS, LANDSCAPING, AND OTHER

IMPROVEMENTS (REGARDLESS OF WHETHER THEY WERE CONSTRUCTED OR

INSTALLED BY PUBLIC AGENCIES, UTILITIES, OR INDIVIDUALS) THAT ARE

DISTURBED BY CONSTRUCTION TO A CONDITION EQUAL TO OR BETTER THAN

ORIGINAL CONDITIONS.

15. ALL AREAS DISTURBED OR EXPOSED DURING CONSTRUCTION SHALL BE

REVEGETATED AND RESTORED TO ORIGINAL CONDITIONS IN ACCORDANCE WITH

THE PLANS AND SPECIFICATIONS.

16. IMMEDIATELY NOTIFY THE ENGINEER OF ANY UNREPORTED OBSTACLES THAT

MAY IMPEDE OR PREVENT THE CONSTRUCTION OF THE WORK.

17. ANY PORTION OF THE PROJECT IMPROPERLY PLACED AND/OR CONFLICTING WITH

ANY EXISTING STRUCTURE SHALL BE REMOVED, CORRECTLY PLACED AND NO

SEPARATE PAY SHALL BE APPROVED FOR ASSOCIATED COSTS.

18. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO

PROTECT EXISTING FACILITIES AT ALL TIMES.

19. RECORD AND SUPPLY TO CONTRACTING OFFICER THE FOLLOWING INFORMATION:

A. LOCATION AND ELEVATION OF ALL SUPPLEMENTARY

CONNECTIONS.

B. "AS-BUILT" INVERTS AND PROFILE OF CONSTRUCTED PIPELINE.

C. THE NEW LOCATION AND DEPTH OF ALL RELOCATED AND/OR

ADJUSTED UTILITIES.

D. LOCATION AND ELEVATION OF ALL UTILITIES ENCOUNTERED.

20. ALL HOLES, TRENCHES, AND OTHER HAZARDOUS AREAS SHALL BE ADEQUATELY

PROTECTED BY PROTECTIVE DEVICES.

21. ALL TRENCHES SHALL BE BACKFILLED WITHIN SEVEN (7) DAYS OF INITIAL

EXCAVATION UNLESS APPROVED IN WRITING BY CONTRACTING OFFICER.

22. ALL EROSION AND SEDIMENTATION CONTROLS SHALL BE IMPLEMENTED BEFORE

CONSTRUCTION COMMENCES AND SHALL BE MAINTAINED UNTIL SITE IS

STABILIZED AFTER COMPLETION OF WORK IN EACH WORK AREA.

23. ANY DEWATERING SHALL BE INCLUDED IN THE CONTRACT PRICE.

24. ALL SPOIL AND EXCESS MATERIAL NOT USED IN CONSTRUCTION SHALL BE

REMOVED FROM THE SITE AND PROPERLY DISPOSED OF, AS COORDINATED WITH

THE CONTRACTING OFFICER.

25. CONFORM TO THE APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS

REGARDING TRENCH SAFETY. PREPARE A TRENCH SAFETY PLAN FOR ALL

EXCAVATIONS EXCEEDING 4-FEET IN DEPTH AND 4-FEET IN WIDTH, TO BE

INCLUDED IN HEALTH AND SAFETY PLAN.

26. CONFINE WORK AREAS TO WITHIN THE PROJECT BOUNDARY. PRIOR TO FINAL

ACCEPTANCE, REMOVE ALL TRASH AND DEBRIS WITHIN THE PERMANENT

EASEMENTS AND TEMPORARY EASEMENTS.

27. FIELD CHANGES TO THE HORIZONTAL AND VERTICAL DESIGN MAY BE ALLOWED

SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER. FIELD CHANGES

SHALL COMPLY WITH THE DESIGN INTENT AS NOTED ON THE DRAWINGS AND

SPECIFICATIONS.

28. FUEL AND LUBRICANTS ARE ALLOWED TO BE STORED ON SITE. ALL TANKS SHALL

BE IN COMPLIANCE WITH AIR FORCE INSTRUCTION (AFI) 23-204 AND 32-7004.

29. CONTRACTOR WATER IS AVAILABLE AT THE PUMPHOUSE WITH DISCHARGE PIPE,

UTTR BUILDING 30020, COORDINATES 41.05683N, 112.92749W.

A. WATER AT APPROXIMATELY 300 GPM FLOW RATE IS PROVIDED AT NO

CHARGE TO THE CONTRACTOR.

B. COORDINATION WITH UTTR AND AMERICAN WATER IS REQUIRED FOR

CONTRACTOR'S USE OF THE PUMPHOUSE AND INSTALLATION OF A

BACKFLOW PREVENTER ON THE PUMPHOUSE PIPING DEPENDING ON

CONTRACTOR'S ACCESS METHOD. UTTR PHONE: 801-777-1547, AMERICAN

WATER PHONE: 801-695-9786.

C. CONTRACTOR TO COORDINATE LOCATION OF SURGE BLADDER OR

TEMPORARY STORAGE POND WITH UTTR.

ENVIRONMENTAL QUALITY NOTES

1. PRIOR TO COMMENCING CONSTRUCTION, ALL TEMPORARY EROSION AND

SEDIMENTATION (E&S) CONTROL MEASURES SHALL BE PROPERLY SELECTED

AND INSTALLED. ALL TEMPORARY E&S CONTROL MEASURES SHALL BE

MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND

GOOD ENGINEERING PRACTICES. THE CONTROLS SHALL REMAIN IN PLACE UNTIL

DISTURBED AREAS ARE REVEGETATED AND THE AREAS HAVE BECOME

PERMANENTLY STABILIZED.

2. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF

SEDIMENT MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE

OFFSITE IMPACTS TO WATER QUALITY (E.G., FUGITIVE SEDIMENT IN STREET

BEING WASHED INTO SURFACE STREAMS OR SENSITIVE FEATURES BY THE NEXT

RAIN).

3. SEDIMENT MUST BE REMOVED FROM SEDIMENT TRAPS OR SEDIMENTATION

PONDS NOT LATER THAN WHEN DESIGN CAPACITY HAS BEEN REDUCED BY 50%. A

PERMANENT STAKE MUST BE PROVIDED THAT CAN INDICATE WHEN THE

SEDIMENT OCCUPIES 50% OF THE BASIN VOLUME.

4. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS EXPOSED TO

STORMWATER SHALL BE PREVENTED FROM BECOMING A POLLUTANT SOURCE

FOR STORMWATER DISCHARGES (E.G., SCREENING OUTFALLS, PICKED UP DAILY).

5. ALL SPOILS (EXCAVATED MATERIAL) GENERATED FROM THE PROJECT SITE AND

STORED ON-SITE MUST HAVE PROPER E&S CONTROLS INSTALLED.

6. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN

PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY

OR PERMANENTLY CEASED, AND CONSTRUCTION ACTIVITIES WILL NOT RESUME

WITHIN 21 DAYS. WHEN THE INITIATION OF STABILIZATION MEASURES BY THE

14TH DAY IS PRECLUDED BY WEATHER CONDITIONS, STABILIZATION MEASURES

SHALL BE INITIATED AS SOON AS PRACTICABLE.

7. THESE GENERAL CONSTRUCTION NOTES SHALL BE PROVIDED TO ALL

SUBCONTRACTORS.

TRENCH SAFETY NOTES

1. ALL WORK PERTAINING TO OPEN TRENCHING SHALL COMPLY WITH THE U. S.

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS.

2. THE CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED

EMPLOYEE OR STRUCTURAL DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT

CONSULTANT, IF ANY, SHALL REVIEW THESE PLANS AND AVAILABLE

GEOTECHNICAL INFORMATION AND THE INSTALLATION SITE(S) WITHIN THE

PROJECT WORK AREA IN ORDER TO IMPLEMENT CONTRACTOR'S TRENCH

EXCAVATION SAFETY PROTECTION SYSTEM, PROGRAMS AND/OR PROCEDURES.

THE CONTRACTOR'S IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR

PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY

PROTECTION THAT COMPLIES WITH OSHA STANDARDS FOR TRENCH

EXCAVATION. SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S

INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY CONSULTANT SHALL

IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE WITH OSHA

STANDARDS GOVERNING THE PRESENCE OF ACTIVITIES OF INDIVIDUALS

WORKING IN AND AROUND TRENCH EXCAVATION.

TRAFFIC CONTROL NOTES

1. PROVIDE AND MAINTAIN ANY REQUIRED TRAFFIC CONTROL DEVICES DURING

CONSTRUCTION IN ACCORDANCE WITH THE STATE'S DEPARTMENT OF

TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

2. ALL TRAFFIC CONTROL DEVICES, LAYOUTS, AND MAINTENANCE SHOULD BE

INCIDENTAL TO THE COST ASSOCIATED WITHIN THE VICINITY OF HIGHWAYS,

ROADS, AND STREETS INDICATED ON THE CONTRACT DRAWINGS.

UTILITY NOTES

1. PRIOR TO ANY EXCAVATION ACTIVITIES, CONTRACTOR SHALL CONTACT BASE

UTILITIES AND UTAH 811 TO CONFIRM LOCATION OF EXISTING UTILITIES.

2. CONTRACTOR SHALL FIELD VERIFY AND CONFIRM ALL UTILITIES CONSTRUCTED

DURING PACKAGE 1 CONSTRUCTION BEFORE BEGINNING WORK ON PACKAGE 3.

3. IN CASE OF ANY UTILITY RELATED EMERGENCIES, CONTACT HAL SAGERS AT

801-777-1547.

4. CONTRACTOR SHALL PROVIDE BACKFLOW CERTIFICATIONS OF UTILITIES TO THE

CONTRACTING OFFICER AT THE COMPLETION OF THE PROJECT.

5. COORDINATE AND SCHEDULE UTILITY TIE-INS AND CONNECTIONS WITH THE

CONTRACTING OFFICER. UTILITY TIE-INS TO DISTRIBUTION MAINS AND

CONNECTIONS SHALL BE MADE IN THE PRESENCE OF A REPRESENTATIVE FROM

HILL AFB AND THE RELEVANT UTILITY CONTACT.

6. WATER AND WASTEWATER UTILITIES TO BE REMOVED SHALL BE CUT AND

CAPPED AT THE DISTRIBUTION MAINS.

7. PURGING REQUIREMENTS FOR ABANDONMENT AND REMOVAL OF EXISTING

NATURAL GAS PIPELINES SHALL COMPLY WITH ASME B31.8.

8. ALL EXISTING UTILITIES FOUND TO BE ABANDONED DURING CONSTRUCTION

SHALL FIRST BE COORDINATED WITH UTTR DIRECTOR PRIOR TO REMOVAL AS

PER UTILITY DRAWINGS.

SURVEY NOTES

1. DESIGN BASED UPON EXISTING CONDITIONS TOPOGRAPHY SURVEYS PROVIDED

BY CRS ENGINEERS, SALT LAKE CITY, UTAH, DATED NOVEMBER 2, 2021, AND

AUGUST 3, 2018.

2. PROJECT COORDINATE SYSTEM: MODIFIED STATE PLANE UTAH NORTH ZONE

PROJECTED TO GROUND

HORIZONTAL DATUM: NAD 1983

VERTICAL DATUM: NAVD 1988

3. EXISTING CONDITIONS MAY BE DIFFERENT THAN SHOWN DUE TO ONGOING

CONSTRUCTION AT THE TIME OF THE NOVEMBER 2, 2021, SURVEY.

4. PROJECT CONTROL POINTS ARE SHOWN ON THE CONSTRUCTION STAGING PLAN,

SHEET GC102.

5. BUILDING CONTROL POINTS ARE PROVIDED AT BUILDING CENTERLINES ON THE

SITE PLANS, SHEETS CS101 THROUGH CS103, AND ARE SHOWN IN BOTH THE

PROJECT COORDINATE SYSTEM AND THE HILL AFB COORDINATE SYSTEM OF UTM

WGS84 ZONE 12 N METERS.

C R

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2 3 4 5 6 7 8 9 10

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READY TO ADVERTISE

1"1/2"0 2"

US Army Corps of Engineers ®

H . L

SHEET OF 117

THIS DOCUMENT IS

RELEASED FOR THE

PURPOSE OF REVIEW

UNDER THE

AUTHORITY OF

CARIANN E. STATSER

CA 62901

DATE: 21 DEC, 2021

NOT FOR CONSTRUCTION.

REVIEW PURPOSES ONLY.

W . R

O U

G H

C . S

D A

N D

O N

S C

C-002

UTTR 464-3

LEGEND ABBREVIATIONS

EXISTING FEATURES PROPOSED FEATURES

ASPHALT EDGE

BENCHMARK

BOLLARD

BUILDING

CULVERT PIPE

DITCH CENTERLINE

PRIMARY ELECTRIC LINE

MAJOR CONTOUR

FENCE

GAS LINE

POWER POLE

ROADWAY CENTERLINE

SECONDARY ELECTRIC LINE

SECTION LINE

TELECOMMUNICATION LINE

OVERHEAD ELECTRIC LINE

VALVE

ES ES

CP CP

ASPHALT EDGE

DITCH CENTERLINE

ELECTRIC DUCT BANK

FENCE

GRADING CUT LIMIT

GRADING FILL LIMIT

GRAVEL EDGE

GAS LINE

OVERHEAD ELECTRIC LINE

WATER LINE

I I I

E E X

CONCRETE EDGE

W W

0000MAJOR CONTOUR

MINOR CONTOUR

@ AT

° DEGREE

Δ DELTA

Ø DIAMETER

# NUMBER, POUND

C CENTERLINE

O/S OUTSIDE SCREW

R/S RISING STEM

S/W SIDEWALK

W/ WITH

AB AGGREGATE BASE

ABV ABOVE

AC ASPHALTIC CONCRETE

ACC ACCESSIBLE

ADJ ADJUST, ADJUSTABLE

AFB AIR FORCE BASE

AGGR AGGREGATE

ALGN ALIGNMENT

ALT ALTERNATE

APRX APPROXIMATE

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

ARV AIR RELEASE VALVE

ASSY ASSEMBLY

AVE AVENUE

AW AREA OF WORK

AWWA AMERICAN WATER WORKS ASSOCIATION

B BUTT

BC BEGINNING OF CURB

BEG BEGIN

BHA BOXCAR HOLDING AREA

BLVD BOULEVARD

BM BENCHMARK

BO BLOW OFF

BOT BOTTOM

BP BEGINNING POINT

BPA BACKFLOW PREVENTION ASSEMBLY

C CURB, COMMUNICATION

CB CATCH BASIN

CGP CONSTRUCTION GENERAL PERMIT

CI CURB INLET, CAST IRON

CIP CAST-IN-PLACE

CL CENTERLINE

CLR CLEAR

CLSM CONTROLLED LOW STRENGTH MATERIAL

CO CLEANOUT

COMM COMMUNICATION

COMP COMPACTED

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CP CONTROL POINT, CULVERT PIPE

CRNR CORNER

CSP CORRUGATED STEEL PIPE

CT COUNT

D DEPTH, DIAMETER

DEG DEGREE

DEMO DEMOLITION

DI DUCTILE IRON

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DSJ DOWEL SAWCUT JOINT

E EAST, EASTING, ELECTRIC

EA EACH

EC END OF CURB

ED END OF PAVEMENT

EDC EDGE OF CONCRETE

EG EXISTING GRADE

EJ EXPANSION JOINT

EL, ELEV ELEVATION

EMCS EMERGENCY MANAGEMENT

CONTROL SYSTEM

EP EDGE OF PAVEMENT, END POINT

E&S EROSION AND SEDIMENTATION

ES ELECTRIC SECONDARY

EW EACH WAY

EX EXISTING

EXIST, EXST EXISTING

FES FLARED END SECTION

FET FACILITY EVALUATION TEST

FF FINISHED FLOOR

FFE FINISH FLOOR ELEVATION

FG FINISH GRADE

FIN FINISH

FL FLOWLINE

FOC FACE OF CONCRETE

FR FIBER ROLL

FT FOOT, FEET

G GAS

GA GAUGE

GB GRADE BREAK

GM GAS METER

GN GENERAL

GR GRADE, GROUND

GV GATE VALVE, GAS VALVE

H HORIZONTAL

HMA HOT MIX ASPHALT

HP HIGH POINT

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH, INCHES

INV INVERT

IP IRON PIPE

JT JOINT TRENCH

K K-VALUE

L ANGLE, LONG, LENGTH

LBS POUNDS

LF LINEAL FEET

LP LOW POINT

m METER

MAC MOBILE AIR COMPRESSOR

MAINT MAINTENANCE

MAX MAXIMUM

MECH MECHANICAL

MH MANHOLE

Mid MIDPOINT

MIN MINIMUM

MISC MISCELLANOUS

MJ MECHANICAL JOINT

MSA MISSILE STORAGE AREA

MSM MOTOR STORAGE MAGAZINE

MTF MOTOR TRANSFER FACILITY

MTR METER

N NORTH, NORTHING

NE NORTHEAST

NGVD NATIONAL GEODETIC VERTICAL DATUM

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFSET

OH OVERHEAD

OHE OVERHEAD ELECTRIC

OPG OPENING

OPP OPPOSITE

ORIG ORIGINAL

OZ OUNCE

PAR PARALLEL

PC POINT OF CURVATURE,

POINT ON CONCRETE

PCC PORTLAND CEMENT CONCRETE

PCF POUNDS PER CUBIC FEET

PERF PERFORATED

PERM PERMANENT

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PROPERTY LINE, PLATE

POB POINT OF BEGINNING

POC POINT OF CURVE

POE POINT OF ENDING

PR, PROP PROPOSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE,

POINT OF VERTICAL CURVE

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

QTR QUARTER

QTY QUANTITY

R RADIUS, RIGHT, REINFORCED

RD ROAD

REINF REINFORCE

REQD REQUIRED

RET RETAINING

ROW RIGHT OF WAY

RR RAILROAD

S SOUTH, SLOPE

SAN SANITARY

SCH SCHEDULE

SD STORM DRAINAGE

SEC SECOND

SECT SECTION

SIM SIMILAR

SL SLOPE

SPEC SPECIFICATION

SQ SQUARE

SST STAINLESS STEEL

ST STREET

STA STATION

STD STANDARD

SVC SERVICE

SYM SYMBOL

SYMM SYMMETRICAL

SW SOUTHWEST

T TALL, THICK, TANGENT,

TELECOMMUNICATION

TC TOP OF CONCRETE

TE THICKENED EDGE, TOP ELEVATION

TEMP TEMPORARY

TH THICK

TOC TOP OF CURB

TOPO TOPOGRAPHY

TOW TOP OF WALL

TRANS TRANSITION

TYP TYPICAL

UG UNDERGROUND

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

UTM UNIVERSAL TRANSVERSE MERCATOR

V VERTICAL, VELOCITY

VAR VARIABLE

VC VERTICAL CURVE

VERT VERTICAL

VIF VERIFY IN FIELD

VPC VERTICAL POINT OF CURVATURE

VPI VERTICAL POINT OF INTERSECTION

VPT VERTICAL POINT OF TANGENCY

W WEST, WATER, WIDTH, WIDE

WD WIDTH

WGS WORLD GEODETIC SYSTEM

WSE WATER SURFACE ELEVATION

WV WATER VALVE

XSECT CROSS SECTION

X- #

CPT- #

DCPT- #

BOREHOLE

CONE PENETRATION TEST

DYNAMIC CONE PENETRATION TEST

WATER VALVE

WATER BLOW OFF ASSEMBLY

GAS VALVE

FRFIBER ROLL

OHE

BUTT JOINT B

COMMUNICATION DUCT BANK C

CENTERLINE

DOWELED CONSTRUCTION JOINT

DOWELED CONTRACTION JOINT

E E

THICKENED EDGE EXPANSION JOINT TE

STRAW BALES

POWER POLE

CARD READER

COMMUNICATION MANHOLE

DISCONNECT

ELECTRIC HAND HOLE

FIXED BOLLARD

CAP

FLARED END SECTION

STORM DRAIN LINE SD

CONCRETE EDGE

COMMUNICATION LINE COMM

GRAVEL EDGE

ELECTRIC PEDESTAL

ELECTRIC VAULT

GAS METER

GAS VALVE VAULT

GUY WIRE

LIGHT POLE

ELECTRIC TRANSFORMER

SIGN

TELECOMMUNICATION PEDESTAL

EELECTRIC MANHOLE

ELECTRIC SWITCHGEAR

SAWCUT

ALIGNMENT BASELINE

GRADE BREAK

EXPANSION JOINT EJ

EL 0000.00GRADING POINT

SITE LAYOUT POINT

N 0000000.000 E 0000000.000

POINT LABELING

COORDINATE POINT

NORTHING

COORDINATE

EASTING

COORDINATE

DESIGN

ELEVATION

POINT NUMBER

GMGAS METER

WATER LINE W W

OHE

ELECTRIC DUCT BANK

FIBER ROLL

GRADE BREAK

GAS LINE

STORM DRAIN LINE

STRAW BALES

E E

FOBCOMMUNICATION MANHOLE

ELECTRIC MANHOLE

FLARED END SECTION

GAS VALVE

THIS DOCUMENT IS

RELEASED FOR THE

PURPOSE OF REVIEW

UNDER THE

AUTHORITY OF

CARIANN E. STATSER

CA 62901

DATE: 21 DEC, 2021

NOT FOR CONSTRUCTION.

REVIEW PURPOSES ONLY.01/19/2022

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X X

FOB

FOB FOB

FOB

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COUNTY ROAD

RAIL LINE

EXISTING BOXCAR HOLDING AREA

EXISTING ASH ST.

EMPLOYEE AND

DELIVERY ACCESS GATE

EXISTING MOTOR TRANSFER FACILITY

EXISTING MSA FENCE

ARCTIC ROAD

PROPOSED MOTOR STORAGE MAGAZINES HAUL ROUTE

TO LANDFILL

COUNTY ROAD

TO HIGHWAY

HAUL ROUTE

LANDFILL

OASIS SECURITY

OFFICE

WATER WELL (CONTRACTOR WATER)

BATCH PLANT SITE

DELIVERY INSPECTION AREA

APPROXIMATELY 1-MILE SOUTH

OF OASIS MAIN GATE.

SUNFLOWER

BORROW PIT

COUNTY ROAD

EXISTING MOTOR STORAGE MAGAZINES

CHEM PIT 4

BORROW PIT

SPOIL AREA

SEE B7/GC101 FOR ENLARGED PLAN

SEE A1/GC101 FOR ENLARGED PLAN

C R

O N

D B

P R

C T

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

Y C

O R

C R

J S

C R

, C

Y, AN

H T

M O

R S

READY TO ADVERTISE

1"1/2"0 2"

US Army Corps of Engineers ®

H . L

SHEET OF 117

THIS DOCUMENT IS

RELEASED FOR THE

PURPOSE OF REVIEW

UNDER THE

AUTHORITY OF

CARIANN E. STATSER

CA 62901

DATE: 21 DEC, 2021

NOT FOR CONSTRUCTION.

REVIEW PURPOSES ONLY.

THIS DOCUMENT IS

RELEASED FOR THE

PURPOSE OF REVIEW

UNDER THE

AUTHORITY OF

ROBERT D. RICHTER

TX 125123

DATE: 21 DEC, 2021

NOT FOR CONSTRUCTION.

REVIEW PURPOSES ONLY.

W . R

O U

G H

C . S

C O

R U

O N

GC100

UTTR 464-3

PLAN NORTH

0 5000'2500'A3 MSM SITE ACCESS AND CONSTRUCTION FEATURES

SCALE: 1" = 1000'

GENERAL NOTES:

1. MATERIAL FROM THE SUNFLOWER BORROW PIT IS ANTICIPATED TO BE SUITABLE FOR

USE AS STRUCTURAL FILL. CONTRACTOR SHALL ENSURE MATERIAL MEETS THE

REQUIREMENTS OF THE SPECIFICATIONS AND TEST MATERIAL IN ACCORDANCE WITH

THE SPECIFICATIONS. CONTRACTOR SHALL PROVIDE RESULTS TO CONTRACTING

OFFICER FOR CONFIRMATION OF USE.

2. MATERIAL FROM THE CHEM 4 PIT IS ANTICIPATED TO BE SUITABLE FOR USE AS SELECT

GRANULAR FILL AND COHESIVE MATERIAL. CONTRACTOR SHALL ENSURE MATERIAL

MEETS THE REQUIREMENTS OF THE SPECIFICATIONS AND TEST MATERIAL IN

ACCORDANCE WITH THE SPECIFICATIONS. CONTRACTOR SHALL PROVIDE RESULTS TO

CONTRACTING OFFICER FOR CONFIRMATION OF USE.

3. MATERIAL SPOILED WITHIN THE MSA, SOUTH OF THE MSMS, SHALL BE GRADED TO

MAINTAIN EXISTING DRAINAGE PATTERNS AND NOT BLOCK/CUTOFF THE EXISTING

OVERLAND STORMWATER CONVEYANCE PATH.

4. SEE SECTION 01 50 00 FOR POSSIBLE BATCH PLANT NECESSITY.

THIS DOCUMENT IS

RELEASED FOR THE

PURPOSE OF REVIEW

UNDER THE

AUTHORITY OF

CARIANN E. STATSER

CA 62901

DATE: 21 DEC, 2021

III

IIIIIIIIIIIIIII

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I II

I I I I I I I I I I I I

I I I

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W W

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I I I I I I I I I I I I

I I I

I I IIII

X X

FOB

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I II

I I I I I I I I I I I I

I I I

I I IIII

EXISTING MOTOR TRANSFER FACILITY

EXISTING BOXCAR

HOLDING AREA

RAIL LINE

EXISTING MSA FENCE

ARCTIC ROAD

EXISTING ASH ST.

PROPOSED MOTOR

STORAGE MAGAZINES

TO HIGHWAY

HAUL ROUTE

LANDFILL

HAUL ROUTE

TO LANDFILL

EMPLOYEE AND

DELIVERY ACCESS GATE

OASIS SECURITY OFFICE

DELIVERY INSPECTION AREA

APPROXIMATELY 1-MILE SOUTH

OF OASIS MAIN GATE.

WATER WELL (CONTRACTOR WATER)

COUNTY ROAD

BATCH PLANT SITE

EXISTING MOTOR

STORAGE MAGAZINES

CHEM PIT 4

BORROW PIT

SPOIL AREA

SUNFLOWER

BORROW PIT

COUNTY ROAD

C R

O N

D B

P R

C T

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

Y C

O R

C R

J S

C R

, C

Y, AN

H T

M O

R S

READY TO ADVERTISE

1"1/2"0 2"

US Army Corps of Engineers ®

H . L

SHEET OF 117

THIS DOCUMENT IS

RELEASED FOR THE

PURPOSE OF REVIEW

UNDER THE

AUTHORITY OF

CARIANN E. STATSER

CA 62901

DATE: 21 DEC, 2021

NOT FOR CONSTRUCTION.

REVIEW PURPOSES ONLY.

THIS DOCUMENT IS

RELEASED FOR THE

PURPOSE OF REVIEW

UNDER THE

AUTHORITY OF

ROBERT D. RICHTER

TX 125123

DATE: 21 DEC, 2021

NOT FOR CONSTRUCTION.

REVIEW PURPOSES ONLY.

W . R

O U

G H

C . S

D C

O N

U C

N F

GC101

UTTR 464-3

A1 ENLARAGED SITE ACCESS AND CONSTRUCTION FEATURES PLAN

SCALE: 1" = 1000'

PLAN NORTH

0 2000'1000'

B7 ENLARGED BORROW PIT AREA

SCALE: N.T.S.

THIS DOCUMENT IS

RELEASED FOR THE

PURPOSE OF REVIEW

UNDER THE

AUTHORITY OF

CARIANN E. STATSER

CA 62901

DATE: 21 DEC, 2021

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I I I I I I I I I

I I I

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

I I I

III

I II

III

WWWW

W W

W W W W W W W W W

E E

E E E E E E E E E E E E E E E E

E E

ES ES ES

EEEEEEEEEEEEEEEE

G G

E E

E E E E E E E E E E

E E

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IIII

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IIIIII

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IIIIII

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I II

IIIIIIIII

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I I I I I I I I I

I I I

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

I I I

III

I II

III

SDSD

X X

X X X X

FOB

OHE OHE OHE OHE

OHE

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IIII

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III

I II

IIIIII

III

I II

IIIIIIIIIIIIIIIIII

IIIIII

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I II

IIIIII

III

I II

IIIIIIIII

III

I II

III

I II

III

I II

III

I II

III

I II

III

I I I

I I I I I I I I I

I I I

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

I I I

III

I II

III

EXISTING OVERHEAD

ELECTRICAL (TO REMAIN)

EXISTING MOTOR TRANSFER FACILITY

EXISTING

ARCTIC ROAD

EXISTING GATE IS FOR AIR

FORCE OPERATIONS ONLY

N 3554251.64 E 1241289.29

EXISTING MSA FENCE (TO REMAIN)

EXISTING GAS

MAIN (TO REMAIN)

CONSTRUCTION ACCESS

ROAD, PACKAGE 1

N 3555045.54 E 1241259.14

CHAIN LINK

CONSTRUCTION

FENCING, PACKAGE 1

CHAIN LINK

CONSTRUCTION

FENCING, PACKAGE 1

STAGING AND

STORAGE AREA,

PACKAGE 1

CONTRACTOR

TEMPORARY CONSTRUCTION

AREA FENCING, PACKAGE 1

CP 300: EL 4347.49

N 3554809.12, E 1239930.28

NAIL & WASHER

CP 301: EL 4348.86

N 3554855.50, E 1241361.98

NAIL & WASHER

CP 302: EL 4358.12

N 3554317.27, E 1242344.32

3" BRASS DISC IN CONC

EXISTING 9 MOTOR

STORAGE MAGAZINES

(PACKAGE 1)

PROPOSED 9 MOTOR

STORAGE MAGAZINES

(PACKAGE 3)

STAGING AND

STORAGE AREA,

PACKAGE 3

CONTRACTOR

EXISTING ASPHALT PAVEMENT

EXISTING MSA FENCE (TO REMAIN)

EXISTING POND

1. DEPTH OF EXISTING UTILITY LINES UNKNOWN.

2. CONSTRUCTION FENCING LOCATION IS APPROXIMATE. CONTRACTOR SHALL

VERIFY WITH CONTRACTING OFFICER LOCATION OF GATES AND FENCES PRIOR

TO CONSTRUCTION.

3. CONTRACTOR TO COORDINATE USE OF COMMON SITE ACCESS GATE(S) WITH

PACKAGE 1 CONTRACTOR.

4. CONTRACTOR TO COORDINATE CONSTRUCTION FENCING WITH PACKAGE 1

CONTRACTOR.

5. EXISTING CONDITIONS MAY BE DIFFERENT THAN SHOWN DUE TO ONGOING

CONSTRUCTION AT THE TIME OF THE NOVEMBER 2, 2021, SURVEY.

1. DEPTH OF EXISTING UTILITY LINES UNKNOWN.

2. CONSTRUCTION FENCING LOCATION IS APPROXIMATE. CONTRACTOR SHALL

VERIFY WITH CONTRACTING OFFICER LOCATION OF GATES AND FENCES PRIOR

TO CONSTRUCTION.

3. CONTRACTOR TO COORDINATE USE OF COMMON SITE ACCESS GATE(S) WITH

PACKAGE 1 CONTRACTOR.

4. CONTRACTOR TO COORDINATE CONSTRUCTION FENCING WITH PACKAGE 1

CONTRACTOR.

5. EXISTING CONDITIONS MAY BE DIFFERENT THAN SHOWN DUE TO ONGOING

CONSTRUCTION AT THE TIME OF THE NOVEMBER 2, 2021, SURVEY.

*NOT ALL KEYNOTES USED ON ALL SHEETS

1 LOCATION OF CONTRACTOR STAGING AND STORAGE AREA. SEE SHEET CD102

FOR LIMITS. GRAVEL BASE SHALL BE PLACED TO LIMITS OF STAGING AND

STORAGE AREA. (VERIFY LOCATION WITH CONTRACTING OFFICER AT START OF

CONSTRUCTION)

2 CONTRACTOR SHALL CONSTRUCT ROUGH CUT GRAVEL MAIN CONSTRUCTION

ACCESS ROAD PER TYPICAL SECTION F6/C-501; WIDTH = 30-FEET

3 PROVIDE DOUBLE SWING VEHICULAR GATE PER DETAIL A6/C-501 IN EXISTING

FENCE LINE. CONTRACTOR TO REMOVE GATE AND REPAIR FENCE BACK TO

ORIGINAL CONDITION AT THE CONCLUSION OF CONSTRUCTION

4 CHAIN LINK FENCE, 7-FOOT FABRIC + 1-FOOT 3-STRAND BARB WIRE PER DETAIL

A1/C-502. FENCE SHALL BE REMOVED BY CONTRACTOR AT THE CONCLUSION OF

CONSTRUCTION

5 CONSTRUCTION FENCE END POST ONE FENCE PANEL AWAY FROM EXISTING

FENCE POST AND CONNECT CONSTRUCTION FENCE FABRIC TO EXISTING FENCE

POST. NO GAPS SHALL BE ALLOWED BETWEEN THE EXISTING AND PROPOSED

FENCE. CONTRACTOR TO REPAIR ANY DAMAGE TO EXISTING FENCE THAT MAY

OCCUR AT NO ADDITIONAL COST TO THE GOVERNMENT

6 JERSEY BARRIER (OR APPROVED BARRIER, AS DIRECTED BY CONTRACTING

OFFICER)

7 PROJECT CONTROL POINT. SEE SURVEY NOTES ON SHEET C-001 FOR

ADDITIONAL CONTROL AND SURVEY INFORMATION

*NOT ALL KEYNOTES USED ON ALL SHEETS

1 LOCATION OF CONTRACTOR STAGING AND STORAGE AREA. SEE SHEET CD102

FOR LIMITS. GRAVEL BASE SHALL BE PLACED TO LIMITS OF STAGING AND

STORAGE AREA. (VERIFY LOCATION WITH CONTRACTING OFFICER AT START OF

CONSTRUCTION)

2 CONTRACTOR SHALL CONSTRUCT ROUGH CUT GRAVEL MAIN CONSTRUCTION

ACCESS ROAD PER TYPICAL SECTION F6/C-501; WIDTH = 30-FEET

3 PROVIDE DOUBLE SWING VEHICULAR GATE PER DETAIL A6/C-501 IN EXISTING

FENCE LINE. CONTRACTOR TO REMOVE GATE AND REPAIR FENCE BACK TO

ORIGINAL CONDITION AT THE CONCLUSION OF CONSTRUCTION

4 CHAIN LINK FENCE, 7-FOOT FABRIC + 1-FOOT 3-STRAND BARB WIRE PER DETAIL

A1/C-502. FENCE SHALL BE REMOVED BY CONTRACTOR AT THE CONCLUSION OF

CONSTRUCTION

5 CONSTRUCTION FENCE END POST ONE FENCE PANEL AWAY FROM EXISTING

FENCE POST AND CONNECT CONSTRUCTION FENCE FABRIC TO EXISTING FENCE

POST. NO GAPS SHALL BE ALLOWED BETWEEN THE EXISTING AND PROPOSED

FENCE. CONTRACTOR TO REPAIR ANY DAMAGE TO EXISTING FENCE THAT MAY

OCCUR AT NO ADDITIONAL COST TO THE GOVERNMENT

6 JERSEY BARRIER (OR APPROVED BARRIER, AS DIRECTED BY CONTRACTING

OFFICER)

7 PROJECT CONTROL POINT. SEE SURVEY NOTES ON SHEET C-001 FOR

ADDITIONAL CONTROL AND SURVEY INFORMATION

C R

O N

D B

P R

C T

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

Y C

O R

C R

J S

C R

, C

Y, AN

H T

M O

R S

READY TO ADVERTISE

1"1/2"0 2"

US Army Corps of Engineers ®

H . L

SHEET OF 117

THIS DOCUMENT IS

RELEASED FOR THE

PURPOSE OF REVIEW

UNDER THE

AUTHORITY OF

CARIANN E. STATSER

CA 62901

DATE: 21 DEC, 2021

NOT FOR CONSTRUCTION.

REVIEW PURPOSES ONLY.

THIS DOCUMENT IS

RELEASED FOR THE

PURPOSE OF REVIEW

UNDER THE

AUTHORITY OF

ROBERT D. RICHTER

TX 125123

DATE: 21 DEC, 2021

NOT FOR CONSTRUCTION.

REVIEW PURPOSES…

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File details come from the government source that posted it. Updated Feb 7, 2022.