410133_OMD_MPMG_65pct_Drawings.pdf

PDF 44 MB Posted Aug 26, 2024

Attached to: Automated Multipurpose Machine Gun Range MPMG
Solicitation number: S-24800-00011384
Issued by: Multnomah County, Oregon

About this file

Written by GovTribe AI · Aug 30, 2024

This document appears to be a set of 65% drawings for the Ohio Military Department's MPMG (Multi-Purpose Machine Gun) Range project. The drawings provide detailed design specifications for the construction of an outdoor training range facility. The project overview indicates the range will include multiple firing positions, an ammunition storage facility, and associated site improvements. The drawings are part of the design phase for the project, which is being undertaken by the Ohio Military Department. Key details such as response deadlines, award timelines, or contract term lengths are not included in this specific document.

The drawings do not contain information about pricing, set-asides, incumbents, funding sources, or other commercial terms. This appears to be a technical design document focused on the physical construction requirements for the project rather than commercial or contractual details. The document does not provide a comprehensive summary of the overall state/local contract opportunity, but rather focuses specifically on the design specifications for this particular project component.

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Other files

File	Type	Posted
Addendum 1 410133C001 final for posting.pdf	PDF	Aug 26, 2024
ITB 410133C001 final DOJ approved for Posting~1.pdf	PDF	Aug 26, 2024
2024 09 09 OMD MPMG RANGE-95PCT-SPECIFICATIONS-PUBLISH.pdf	PDF	Aug 26, 2024
2024.09.09_OMD_MPMG_95%_Drawings.pdf	PDF	Aug 26, 2024
410133C001 PreBid sign in sheet.pdf	PDF	Aug 26, 2024
Addendum 2 410133C001 final for posting~1.pdf	PDF	Aug 26, 2024
Addendum 3 410133C001 final for posting.pdf	PDF	Aug 26, 2024
Addendum 4 410133C001 final for posting.pdf	PDF	Aug 26, 2024
MPMG GeoTech Report Final 04.23.24.pdf	PDF	Aug 26, 2024
ITA Notice 410133C001 Fowler RW.pdf	PDF	Aug 26, 2024
HR1588-24 OregonBuys Posting Page.pdf	PDF	Aug 26, 2024
410133_OMD_MPMG-65pct_Specs_2024-06-21.pdf	PDF	Aug 26, 2024
410133_OMD_MPMG_65pct_DesignAnalysis_2024-06-21.pdf	PDF	Aug 26, 2024
2014-EC-ODOT-EC.pdf	PDF	Aug 26, 2024
Section 01030 Seeding.pdf	PDF	Aug 26, 2024
410133C001 Abstract of Bids final results.pdf	PDF	Aug 26, 2024
410133C001 Preliminary Results.pdf	PDF	Aug 26, 2024

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COLUMBIA RIVER BOARDMAN

PROJECT

LOCATION

WILSON RD

R D

G R

E R

COLUMBIA RIVER HWY

S C

R D

AIRPORT RDBOARDMAN

AIRPORT

KUNZE LN

FACILITY

BOUNDARY

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

OREGON MILITARY DEPARTMENT

NWSTF BOARDMAN, OREGON

MULTI-PURPOSE MACHINE GUN (MPMG) RANGE

PN 92139, P2 410133

TBD

410133A001

21 JUNE 2024

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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PROJECT

LOCATION

VICINITY MAP

NOT TO SCALE

LOCATION MAP

NOT TO SCALE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

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G-002

Sheet List Table Sheet Number Sheet Title General

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

GI001 CODE ANALYSIS

GI110 CONTROL TOWER LIFE SAFETY PLAN

GI120 CLASSROOM & STORAGE OPERATIONS LIFE SAFETY PLAN

GI130 MESS, BLEACHERS, & LATRINE LIFE SAFETY PLAN

Survey

V-100 OVERALL EXISTING CONDITIONS MAP

V-101 EXISTING CONDITIONS MAP (1 OF 3)

V-102 EXISTING CONDITIONS MAP (2 OF 3)

V-103 EXISTING CONDITIONS MAP (2 OF 3)

Civil

C-001 CIVIL ABBREVIATIONS AND LEGEND

C-002 SURFACE DANGER ZONE PLAN

C-003 BORE HOLE LOCATION MAP

CD101 DEMOLITION PLAN

CS001 OVERALL SITE PLAN WITH UXO NOTES

CS101 SITE PLAN - SUPPORT AREA

CS102 SITE PLAN - SUPPORT AREA

CS103 SITE PLAN - SUPPORT AREA

CE100 SOIL TYPES MAP

CE101 ROCA EROSION AND SEDIMENT CONTROL PLAN

CG101 GRADING PLAN - SUPPORT AREA

CG102 GRADING PLAN - SUPPORT AREA

CG103 GRADING PLAN - SUPPORT AREA

CG111 SITE & GRADING PLAN - RANGE

CG112 SITE & GRADING PLAN - RANGE

CG113 SITE & GRADING PLAN - RANGE

CG114 SITE & GRADING PLAN - RANGE

CG115 SITE & GRADING PLAN - RANGE

CG116 SITE & GRADING PLAN - RANGE

CG117 SITE & GRADING PLAN - RANGE

CG118 SITE & GRADING PLAN - RANGE

CG119 SITE & GRADING PLAN - RANGE

CG120 SITE & GRADING PLAN - RANGE

CG121 SITE & GRADING PLAN - RANGE

CG122 SITE & GRADING PLAN - RANGE

CG123 SITE & GRADING PLAN - RANGE

CG124 SITE & GRADING PLAN - RANGE

CG125 SITE & GRADING PLAN - RANGE

CG126 SITE & GRADING PLAN - RANGE

CG127 SITE & GRADING PLAN - RANGE

CG128 SITE & GRADING PLAN - RANGE

CG129 SITE & GRADING PLAN - RANGE

CG130 SITE & GRADING PLAN - RANGE

CG131 SITE & GRADING PLAN - RANGE

CS501 VEHICLE FIRING 〳 TWO-MAN FIGHTING POSITION

CS502 WALK-IN FIGHTING POSITION (TWO-MAN)

CS503 STATIONARY INFANTRY TARGET PLACEMENT

CS504 WIDENED STATIONARY ARMOR TARGET EMPLACEMENT

CS505 STATIONARY ARMOR TARGET EMPLACEMENT

CS506 PIPE RAIL GATE

CS507 PIPE BOLLARD〳RANGE LIMIT MARKER〳FP FOUNDATION〳FP ELEVATIONS

CS508 POWER CONTROL CENTER

CS509 RANGE LANE MARKERS

CS510 RANGE ID SIGNS

CS511 POST AND CABLE BARRIER FENCE

CS512 CONCRETE BLOCKS

CS513 TARGET BOOT

CE501 EROSION AND SEDIMENT CONTROL NOTES

CE502 EROSION AND SEDIMENT CONTROL DETAILS 1

CE503 EROSION AND SEDIMENT CONTROL DETAILS 2

CE504 EROSION AND SEDIMENT CONTROL DETAILS 3

CP101 GEOMETRIC DATA SHEET 1 OF 4

CP102 GEOMETRIC DATA SHEET 2 OF 4

CP103 GEOMETRIC DATA SHEET 3 OF 4

CP104 GEOMETRIC DATA SHEET 4 OF 4

CP301 FIRING LINE ACCESS DRIVE PLAN AND PROFILE

CP501 TYPICAL SECTIONS

CG611 GEOMETRIC TABLES SHEET 1

CG612 GEOMETRIC TABLES SHEET 2

CG621 HORIZONTAL CONTROL POINTS SHEET 1

CG631 MARKER LOCATIONS

CG641 FIRING POSITIONS & TARGET LOCATIONS LANES 1 THROUGH 4

CG642 TARGET LOCATIONS LANES 5 AND 6

CG643 TARGET LOCATIONS LANES 7 THROUGH 10

CG651 LIMITS OF DISTURBANCE CONTROL POINTS

Structural

S-001 STRUCTURAL GENERAL NOTES

S-002 STRUCTURAL GENERAL NOTES

S-003 STANDARD FOUNDATION DETAILS

S-110 AMMUNITION BREAKDOWN BUILDING FOUNDATION AND ROOF FRAMING PLANS

S-111 AMMUNITION BREAKDOWN FOUNDATION AND MASONRY DETAILS

S-112 AMMUNITION BREAKDOWN BUILDING ROOF FRAMING DETAILS

S-120 CLASSROOM BUILDING FOUNDATION AND ROOF FRAMING PLANS

S-121 CLASSROOM BUILDING MASONRY DETAILS

S-122 CLASSROOM BUILDING ROOF FRAMING DETAILS

S-130 OPERATIONS AND STORAGE FOUNDATION AND ROOF FRAMING PLANS

S-131 OPERATIONS ANS STORAGE BUILDING MASONRY DETAILS

S-132 OPERATIONS AND STORAGE ROOF FRAMING DETAILS

S-140 COVERED MESS FOUNDATION AND ROOF FRAMING PLANS

S-141 COVERED MESS SHELTER FOUNDATION DETAILS

S-142 COVERED MESS SHELTER ROOF FRAMING DETAILS

S-143 COVERED MESS SHELTER ROOF FRAMING DETAILS

S-160 BLEACHER ENCLOSURE PLANS AND ELEVATION

S-161 BLEACHER ENCLOSURE FOUNDATION DETAILS

S-162 BLEACHER ENCLOSURE ROOF FRAMING DETAILS

S-170 CONTROL TOWER PLANS

S-171 CONTROL TOWER ELEVATIONS

S-172 CONTROL TOWER FOUNDATION DETAILS

S-173 CONTROL TOWER ROOF FRAMING DETAILS

S-174 CONTROL TOWER ROOF FRAMING DETAILS

Architectural

A-001 GENERAL ARCHITECTURAL PROJECT NOTES

A-002 ARCHITECTURAL ABBREVIATIONS

A-003 ARCHITECTURAL SYMBOLS AND GRAPHIC SCALES

A-110 AMMUNITION BREAKDOWN BUILDING PLANS

A-111 AMMUNITION BREAKDOWN BUILDING ELEVATIONS

A-112 AMMUNITION BREAKDOWN BUILDING SECTIONS

A-113 AMMUNITION BREAKDOWN BUILDING SECTIONS

A-115 AMMUNITION BREAKDOWN BUILDING SCHEDULES

A-120 CLASSROOM BUILDING PLANS

A-121 CLASSROOM BUILDING PLANS

A-122 CLASSROOM BUILDING ELEVATIONS

A-123 CLASSROOM BUILDING SECTIONS

A-124 CLASSROOM BUILDING SECTIONS

A-125 CLASSROOM BUILDING SCHEDULES

A-130 OPERATIONS AND STORAGE BUILDING PLANS

A-131 OPERATIONS AND STORAGE BUILDING PLANS

A-132 OPERATIONS AND STORAGE BUILDING ELEVATIONS

A-133 OPERATIONS AND STORAGE BUILDING SECTIONS

A-134 OPERATIONS AND STORAGE BUILDING SECTIONS

A-135 OPERATIONS AND STORAGE BUILDING SCHEDULES

A-140 COVERED MESS PLANS

A-141 COVERED MESS ELEVATIONS

A-142 COVERED MESS SECTIONS

A-143 COVERED MESS SCHEDULES

A-150 LATRINE BUILDING PLANS

A-151 LATRINE BUILDING ELEVATIONS

A-152 LATRINE BUILDING SECTIONS

A-153 LATRINE BUILDING SECTIONS

A-155 LATRINE BUILDING SCHEDULES

A-160 BLEACHER ENCLOSURE PLANS

A-161 BLEACHER ENCLOSURE ELEVATIONS

A-162 BLEACHER ENCLOSURE SECTIONS

A-170 CONTROL TOWER PLANS

A-171 CONTROL TOWER ELEVATIONS

A-172 CONTROL TOWER ELEVATIONS

A-174 CONTROL TOWER SECTIONS

A-175 CONTROL TOWER SCHEDULES

A-501 DETAILS

A-502 DETAILS

A-503 DETAILS

A-504 DETAILS

A-505 DETAILS

Mechanical

M-001 MECHANICAL ABBREVIATIONS AND LEGEND

M-120 CLASSROOM BUILDING

M-130 OPERATIONS AND STORAGE BUILDING

M-170 CONTROL TOWER

Electrical

E-001 ELECTRICAL ABBREVIATION AND LEGEND

EU102 RANGE FACILITY POWER PLAN 2

EU103 RANGE FACILITY POWER PLAN 3

EU104 RANGE FACILITY POWER PLAN 4

EP110 AMMUNITION BREAKDOWN BUILDING LIGHTING & POWER PLAN

EP120 CLASSROOM BUILDING LIGHTING & POWER PLAN

EP130 OPERATIONS AND STORAGE BUILDING ELECTRICAL PLAN

EP140 COVERED MESS LIGHTING & POWER PLAN

EP160 BLEACHER ENCLOSURE LIGHTING & POWER PLAN

EP170 CONTROL TOWER LIGHTING & POWER PLAN

EP171 CONTROL TOWER LIGHTING PLAN @ SECOND FLOOR AND DETAILS

E-101 RANGE TARGET DATA PLAN 1

E-102 RANGE TARGET DATA PLAN 2

E-103 RANGE TARGET DATA PLAN 3

E-104 RANGE TARGET DATA PLAN 4

E-105 RANGE TARGET DATA PLAN 5

E-106 RANGE TARGET DATA PLAN 6

E-107 RANGE TARGET DATA PLAN 7

E-108 RANGE TARGET DATA PLAN 8

E-109 RANGE TARGET DATA PLAN 9

E-110 RANGE TARGET DATA PLAN 10

E-111 RANGE TARGET DATA PLAN 11

E-112 RANGE TARGET DATA PLAN 12

E-113 RANGE TARGET DATA PLAN 13

E-114 RANGE TARGET DATA PLAN 14

E-115 RANGE TARGET DATA PLAN 15

E-116 RANGE TARGET DATA PLAN 16

E-117 RANGE TARGET DATA PLAN 17

E-118 RANGE TARGET DATA PLAN 18

E-119 RANGE TARGET DATA PLAN 19

E-120 RANGE TARGET DATA PLAN 20

E-121 RANGE TARGET DATA PLAN 21

E-500 ELECTRICAL DETAILS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 RANGE FLAG POLE AND OUTER LIMIT MARKER DETAIL

E-505 STATIONARY INFANTRY TARGET EMPLACEMENT

E-506 DOUBLE SIT TARGET ELEVATION

E-508 STATIONARY ARMOR TARGET EMPLACEMENT (SAT)

E-509 TYPICAL MASTER TARGET DATA PANEL (MTDP) DETAIL

E-510 DOWNRANGE POWER CENTER

E-511 TOWER JUNCTION BOX

E-513 DATA CABLE BRAOUT BOX

E-514 TARGET DATA PANEL - CAT 5E AND CAT6 CABLES

E-515 TYPICAL TARGET EMPLACEMENT

E-601 RANGE FACILITY POWER ONE-LINE DIAGRAM

E-602 RANGE SITE ONE-LINE DIAGRAM

E-603 RANGE PANEL SCHEDULE

E-604 RANGE PANEL SCHEDULE

E-605 RANGE PANEL SCHEDULES

E-606 RANGE SITE DATA ONE-LINE DIAGRAM (MPMG)

E-607 RANGE SITE DATA ONE-LINE DIAGRAM (MPMG)

E-608 CLASSROOM AND STORAGE OPS - COMMON USER NETWORK

Do Not Include in Submittal: NOT ISSUED -STRUCTURAL

S-150 LATRINE BUILDING FOUNDATION AND ROOF FRAMING PLANS

S-151 LATRINE BUILDING DETAILS

APPLICABLE CODES AND STANDARDS

· ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS FOR DOD FACILITIES, 2015

· 2018 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED BY UFC 1-200-01

· ENGINEERING AND CONSTRUCTION BULLETIN (ECB) NO. 2018-17, NEW REQUIREMENTS FOR VISUAL

NOTIFICATION FOR MASS NOTIFICATION SYSTEMS, REV. 1, MAY 14, 2020

· NFPA 1, FIRE CODE, 2024

· NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2022

· NFPA 70, NATIONAL ELECTRICAL CODE, 2023

· NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2022

· NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2024

· NFPA 101, LIFE SAFETY CODE, 2024

· NFPA 400, HAZARDOUS MATERIALS CODE, 2022

· NFPA 495, EXPLOSIVE MATERIALS CODE, 2023

· UFC 1-200-01 DOD BUILDING CODE, CHANGE 1, OCTOBER 1, 2020

· UFC 3-420-01, PLUMBING SYSTEMS, APRIL 1, 2021

· UFC 3-520-01, INTERIOR ELECTRICAL SYSTEMS, CHANGE 1, MARCH 20, 2019

· UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES, CHANGE 5, SEPTEMBER 24, 2020

· UFC 4-010-01, DOD MINIMUM ANTI-TERRORISM STANDARDS FOR BUILDINGS, CHANGE 1, AUGUST 19, 2020

· UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, CHANGE 1, JANUARY 2010

UFC 3-600-01 SUPPLEMENTS THE REQUIREMENTS LISTED IN UFC 1-200-01. UFC 3-600-01 SUPERSEDES NFPA AND OTHER INDUSTRY STANDARDS WHERE THERE IS A CONFLICT, EXCEPT WHERE NOT SPECIFICALLY ADDRESSED BY UFC 3-600-01. (UFC 3-600-01 §1-4.2.1) WHERE THE IBC REFERENCES THE INTERNATIONAL FIRE CODE, (IFC), THE IFC MUST BE REPLACED WITH NFPA 1, EXCEPT WHERE SUPERSEDED BY UFC 3-600-01 (UFC 3-600-01 §1-4.2.3).

CLASSIFICATION OF WORK

NEW CONSTRUCTION OF SEVEN BUILDINGS FOR OUTDOOR GUN RANGE.

HAZARDOUS MATERIALS

IT IS UNDERSTOOD THAT AMMO WILL BE DAY-USE ONLY AND WILL NOT AFFECT BUILDING CONSTRUCTION / STORAGE

REQUIREMENTS.

OCCUPANCY CLASSIFICATION

THE BUILDINGS OCCUPANCY CLASSIFICATION FOR COMPLIANCE WITH BUILDING CODE REQUIREMENTS SUCH AS CONSTRUCTION TYPE, ALLOWABLE HEIGHT AND AREA, BUILDING SEPARATION DISTANCE, OCCUPANCY SEPARATION AND ASSOCIATED REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE IBC (UFC 3-600-01 §3-2.1.2). THE BUILDING OCCUPANCY CLASSIFICATION FOR COMPLIANCE WITH FIRE/SMOKE RESISTANCE RATING OF INTERIOR NON-LOAD BEARING PARTITIONS (OTHER THAN OCCUPANCY SEPARATION), MEANS OF EGRESS, INTERIOR FINISH, FEATURES OF FIRE PROTECTION (VERTICAL OPENINGS) AND ASSOCIATED REQUIREMENTS SHALL BE IN ACCORDANCE WITH NFPA

101 (UFC 3-600-01 §3-3.1.1).

BUILDINGS ARE EACH SINGLE OCCUPANCY CONSISTING OF BUSINESS GROUP "B" ; MODERATE HAZARD STORAGE "S-1" ; AND ASSEMBLY GROUP A-5 ; (IBC §3 AND NFPA 101 §6). THE OCCUPANCIES INVOLVED ARE AS FOLLOWS:

· BUSINESS GROUP "B" CONSISTING OF BUILDINGS FOR BLEACHERS, CONTROL TOWER, CLASSROOM, MESS

SHELTER AND LATRINES.PER IBC §304.1 AND NFPA 101 §6.1.11.1.

· MODERATE HAZARD STORAGE GROUP "S-1" CONSISTING OF BUILDINGS FOR AMMO BREAKDOWN AND

OPERATIONS/STORAGE PER IBC §3.11.2 AND NFPA 101 §6.1.13.1.

· ASSEMBLY GROUP "A-5" CONSISTING OF BUILDING FOR BLEACHERS PER IBC §303.6

CONSTRUCTION TYPE

ALL SEVEN BUILDINGS ARE OF TYPE VB CONSTRUCTION AND UP TO THREE-STORIE STRUCTURES OF NON-FIRE-RESISTANCE RATED, NON-COMBUSTIBLE CONSTRUCTION WITH A CONSTRUCTION CLASSIFICATION OF

TYPE VB (IBC §602).

THE FIRE-RESISTANCE REQUIREMENTS FOR BUILDING ELEMENTS OF TYPE VB CONSTRUCTION (IBC TABLES 601 AND 602):

STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, AND TRUSSES) 0 HOUR

INTERIOR BEARING WALLS 0 HOUR

INTERIOR NONBEARING WALLS 0 HOUR

EXTERIOR WALLS

WITH FIRE SEPARATION DISTANCE OF AT LEAST 10 FT 0 HOUR

FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 0 HOUR

ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 0 HOUR

BUILDING CODE ANALYSIS

BUILDING SEPARATION

ALL BUILDINGS HAVE A FIRE SEPARATION DISTANCE (FSD) OF AT LEAST 10 FT ON ALL SIDES.

ALLOWABLE HEIGHT AND AREA

BUILDINGS BASED ON SINGLE USE ON SAME LOT WITH USE OF B, S-1 AND A-5 IBC §508.3

STORIES B: 2 ALLOWED/ 1 ACTUAL IBC TABLE 504.4

STORIES S-1: 1 ALLOWED/ 1 ACTUAL IBC TABLE 504.4

STORIES A-5: UNLIMITED ALLOWED/ 1 ACTUAL IBC TABLE 504.4

HEIGHT (B, S-1 AND A-5) 40 FT ALLOWED/ 37 FT ACTUAL IBC TABLE 504.3

OCCUPANCY BASE ALLOWED (SQ. FT.) TOTAL ALLOWABLE PER FLOOR (SQ. FT.)

B 9,000 9,000 S-1 9,000 9,000

A-5 UNLIMITED UNLIMITED

BASED ON TYPE VB, NONSPRINKLERED BUILDING, THE MAXIMUM ALLOWABLE AREA PER FLOOR FOR THE AGGREGATE

AREAS ALLOWED FOR BUILDINGS ON THE SAME LOT IS .

ACTUAL AREA:

TOWER: 280 SQ. FT.

CLASSROOM: 800 SQ. FT.

MESS: 800 SQ. FT.

AMMO: 120 SQ. FT.

LATRINE: 330 SQ. FT.

STORAGE/OPERATIONS: 800 SQ. FT.

BLEACHERS: 660 SQ. FT.

TOTAL AGGREGATE BUILDING AREAS PER FLOOR

GROUND FLOOR: 3,790 SQ. FT.

INTERIOR FINISHES

INTERIOR WALL AND CEILING FINISH IN EXITS CLASS A OR B NFPA 101 TABLE A.10.2.2

INTERIOR WALL AND CEILING FINISH IN ALL OTHER AREAS CLASS A, B OR C NFPA 101 TABLE A.10.2.2

INTERIOR FLOOR FINISH CLASS I OR II NFPA 101 TABLE A.10.2.2

FIRE SUPPRESSION

NOT REQUIRED BY CODE. NONE TO BE PROVIDED FOR REMOTE RANGE SITE.

FIRE ALARM/MASS NOTIFICATION

NOT REQUIRED BY CODE. TO BE DETERMINED IN THE NEXT PHASE.

PORTABLE FIRE EXTINGUISHERS:

HAZARD CLASSIFICATION: NFPA 10 §5.2 & §5.4

LIGHT HAZARD CLASS A: OFFICE AREAS, CLASSROOM

MAXIMUM TRAVEL DISTANCE TO FE: 75 FEET

MAXIMUM FLOOR AREA PER UNIT A: 3,000 SQ.FT.

MAXIMUM FLOOR AREA FOR FE: 11,250 SQ.FT.

ORDINARY HAZARD CLASS A: LARGE STORAGE ROOMS

MAXIMUM TRAVEL DISTANCE TO FE: 75 FEET

MAXIMUM FLOOR AREA PER UNIT A: 1,500 SQ.FT.

MAXIMUM FLOOR AREA FOR FE: 11,250 SQ.FT.

EXTINGUISHER FOR CLASS C HAZARDS SHALL BE LOCATED ON THE BASIS OF THE ANTICIPATED CLASS A HAZARDS (NFPA 10 §6.4.3).

DESIGN BASIS: 10 POUND MULTIPURPOSE DRY CHEMICAL: 4A:80B:C

FIRE DEPARTMENT ACCESS

SITE IS CONSIDERED REMOTE AND MEETS UFC 3-600-01 4-42 FOR RANGES AND REMOTE LOCATIONS. SITE NOT REQUIRED TO MEET "FIRE DEPARTMENT VEHICLE ACCESS" SECTION OF UFC 3-600-01 OR NFPA 1141.

FIRE FLOW

SITE IS CONSIDERED REMOTE AND MEETS UFC 3-600-01 4-42 FOR RANGES AND REMOTE LOCATIONS. WATER SUPPLY

HAS NOT BEEN DETERMINED TO BE NECESSARY.

MEANS OF EGRESS:

ALL COMPONENTS AND FEATURES RELATED TO MEANS OF EGRESS SHALL COMPLY NFPA 101 AND UFC 3-600-01 (UFC 3-600-01 §10-1.1).

THE OCCUPANCY LOADS ARE DETERMINED BASED ON THE AREA, FUNCTION OF THE SPACE, AND THE OCCUPANT LOAD FACTOR (SQ. FT. /PERSON). THE OCCUPANT LOAD FACTORS ARE PROVIDED IN UFC 3-600-01 TABLE 10-1 AND NFPA 101 TABLE

7.3.1.2. THE OCCUPANT LOAD FACTOR IS BASED ON THE ACTUAL USE OF THE SPACE, NOT ON ITS OCCUPANCY CLASSIFICATION. OCCUPANT LOAD CALCULATIONS ARE PROVIDED ON THE LIFE SAFETY FLOOR PLANS.

MINIMUM NUMBER OF MEANS OF EGRESS REQUIRED:

OCCUPANT LOAD 1-500: NOT LESS THAN 2 EXITS REQUIRED NFPA 101 §7.4.1.1

A SINGLE MEANS OF EGRESS IS PERMITTED IN ORDINARY HAZARD STORAGE AREAS PROVIDED THAT THE EXIT CAN BE REACHED WITHIN THE DISTANCE PERMITTED AS A COMMON PATH OF TRAVEL (100 FT) PER NFPA 101 §42.2.4.1(2).

A SINGLE MEANS OF EGRESS FROM SPECIAL STRUCTURE TOWERS IS PERMITTED PROVIDED THE FOLLOWING CONDITIONS

ARE MET PER NFPA 101 §11.3.2.4.1:

1. TOWER SHALL BE SUBJECT TO LESS THAN 25 OCCUPANTS.

2. TOWER SHALL NOT BE USED FOR LIVING OR SLEEPING PURPOSES.

3. TOWER SHALL BE OF TYPE I, TYPE II, OR TYPE IV CONSTRUCTION.

4. TOWER INTERIOR WALL AND CEILING FINISH SHALL BE CLASS A OR CLASS B.

5. NO COMBUSTIBLE MATERIALS SHALL BE LOCATED WITHIN THE TOWER, UNDER THE TOWER, OR WITHIN THE IMMEDIATE

VICINITY OF THE TOWER, EXCEPT NECESSARY FURNITURE.

6. NO HIGH-HAZARD OCCUPANCIES SHALL BE LOCATED WITHIN THE TOWER OR WITHIN ITS IMMEDIATE VICINITY.

THE EGRESS/EXIT CAPACITY FOR AN EXIT IS DETERMINED BY DIVIDING THE CLEAR WIDTH OF THE EXIT, AS DETERMINED IN

ACCORDANCE WITH NFPA 101 §7.2.1.2.1, BY THE EGRESS CAPACITY FACTOR.

EGRESS CAPACITY FACTORS: NFPA 101 TABLE 7.3.3.1

LEVEL COMPONENTS & RAMPS: 0.2 INCHES PER OCCUPANT SERVED

STAIRS: 0.3 INCHES PER OCCUPANT SERVED

EXIT CAPACITY CALCULATION FOR EACH EXIT IS SHOWN ON THE LIFE SAFETY FLOOR PLANS.

THE MINIMUM SEPARATION DISTANCE BETWEEN TWO EXITS, EXIT ACCESSES, OR EXIT DISCHARGES, SHALL BE NOT LESS THAN ONE-HALF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED, IN NONSPRINKLERED BUILDINGS (NFPA 101 §7.5.1.3.2). THE DISTANCE SHALL BE MEASURED IN A STRAIGHT LINE BETWEEN THE NEAREST EDGE OF THE EXITS, EXIT ACCESSES, OR EXIT DISCHARGES (NFPA 101 §7.5.1.3.2).

DOORS ARE REQUIRED TO SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A ROOM OR AREA WITH AN OCCUPANT LOAD OF 50 OR MORE, THE DOOR IS PART OF AN EXIT ENCLOSURE, OR WHERE THE DOOR OPENING SERVES A

HIGH HAZARD CONTENTS AREA (NFPA 101 §7.2.1.4.2).

ALL LOCKS, LATCHES AND ALL OTHER FASTENING DEVICES ON A DOOR LEAF SHALL BE PROVIDED WITH A RELEASING DEVICE THAT HAS AN OBVIOUS METHOD OF OPERATION AND THAT IS READILY OPERATED UNDER ALL LIGHTING CONDITIONS

(NFPA 101 §7.2.1.5.3).

TRAVEL DISTANCE LIMIT: NFPA 101 TABLE A.7.6

NEW ASSEMBLY: 200 FEET

NEW BUSINESS: 200 FEET

ORDINARY HAZARD STORAGE OCCUPANCY: 200 FEET

COMMON PATH LIMIT: NFPA 101 TABLE A.7.6

NEW ASSEMBLY:

LESS THAN 50 PEOPLE: 75 FEET

NEW BUSINESS: 75 FEET

ORDINARY HAZARD STORAGE OCCUPANCY: 50 FEET

DEAD-END LIMIT: NFPA 101 TABLE A.7.6

NEW ASSEMBLY: 20 FEET

NEW BUSINESS: 20 FEET

ORDINARY HAZARD STORAGE OCCUPANCY: 50 FEET

WHERE THE CONTENTS ARE CLASSIFIED AS HIGH HAZARD, EXITS SHALL BE PROVIDED AND ARRANGED TO ALLOW ALL OCCUPANTS TO ESCAPE FROM THE BUILDING OR STRUCTURE, OR FROM THE HAZARDOUS AREA THEREOF, TO THE OUTSIDE OR TO A PLACE OF SAFETY WITH A TRAVEL DISTANCE OF NOT MORE THAN 75 FT (NFPA 101 §7.11.1). NFPA 101 §7.11.1 DOES NOT LIMIT OCCUPANTS TO A 75 FT TRAVEL DISTANCE BUT REQUIRES ESCAPE FROM THE HIGH HAZARD CONTENTS AREA ITSELF WITH NOT MORE THAN 75 FT OF TRAVEL. THE PLACE OF SAFETY OUTSIDE THE HIGH HAZARD AREA IS PERMITTED TO BE WITHIN THE BUILDING'S EXIT ACCESS AND ADDITIONAL TRAVEL MIGHT BE NECESSARY TO REACH AN EXIT.

EMERGENCY LIGHTING IS NOT REQUIRED AS THE BUILDING IS A SINGLE STORY, WITH AN OCCUPANCY BELOW 300 (NFPA 101 §38.2.9.1).

MARKING OF MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH NFPA 101 §7.10 (NFPA 101 §38.2.10).

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CONTROL TOWER GROUND LEVEL LIFE SAFETY PLAN

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CONTROL TOWER OBSERVATION LEVEL LIFE SAFETY PLAN

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CONTROL TOWER CONTROL ROOM LEVEL LIFE SAFETY PLAN

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OBSERVATION

PLATFORM

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AMMO BUILDING LIFE SAFETY PLAN

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AMMO

0 2' 4' 8'

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TOWER

0 2' 4' 8'

0 2' 4' 8' 0 2' 4' 8'

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STORAGE / STORAGE (S-1)

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FIRE EXTINGUISHER

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WALL MOUNTED EXIT SIGN

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OCCUPANCY CLASSIFICATION

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TD: 9'-5"

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TD: 87'-0"

File name: P:\140_civinf\1400386 omd automated mpmg\21designworking\FIRE\AutoCAD\2Sheets\410133G001_GI110.dwg Date: June 20, 2024 - 12:00pm

CLASSROOM LIFE SAFETY PLAN

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CLASSROOM

0 2' 4' 8'

STORAGE / OPERATIONS LIFE SAFETY PLAN

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EQUIPMENT

ROOM

STORAGE

0 2' 4' 8'

COMPRESSOR

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File name: P:\140_civinf\1400386 omd automated mpmg\21designworking\FIRE\AutoCAD\2Sheets\410133G001_GI120.dwg Date: June 20, 2024 - 12:00pm

BLEACHER SHELTER LIFE SAFETY PLAN

SCALE: 1/4" = 1'-0" 0 2' 4' 8'

TOTAL OCCUPANT LOAD TO BE 160

PERSONS. BLEACHER CONFIGURATION

TO BE FINALIZED BY ARCHITECT.

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TD: 37'-8"

File name: P:\140_civinf\1400386 omd automated mpmg\21designworking\FIRE\AutoCAD\2Sheets\410133G001_GI130.dwg Date: June 20, 2024 - 12:00pm

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BOLLARD

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EXTERIOR SIGN

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POWER POLE

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CLEANOUT

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TEMPORARY BBENCHMARK

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CONTROL POINT

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BORE HOLE

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ELECTRIC MANHOLE

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COMMUNICATION MANHOLE

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ELECTRIC

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ROOF DRAIN

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SPOT ELEVATION

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INDEX CONTOUR

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CONTOUR

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CIVIL LEGEND

AutoCAD SHX Text AT AREA INLET ANCHOR BOLT AB0VE ACCESS AREA DRAIN ADJACENT AGGREGATE ALUMINUM ALTERNATE APPROXIMATE ASPHALT AUTOMATIC AVERAGE

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@ A.I. AB ABV ACC AD ADJ AGG AL, ALUM. ALT APPROX. ASPH AUTO AVG

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B.M. BNDY BIT BL BLD. BLK BOTT. BRG

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BENCH MARK BOUNDARY BITUMINOUS BASELINE BUILDING BLOCK BOTTOM BEARING

AutoCAD SHX Text CND C.I.P C.J. C.O. C.R.L. CB CC or C to C CHDPE CIGP CIR CJ CL CMP CMU COL COMP CONC. CONT. COR CSMT CTR CU CULV. CW CY

AutoCAD SHX Text CONDUIT CAST IN PLACE CONSTRUCTION JOINT CLEANOUT CONSTRUCTION REFERENCE LINE CATCH BASIN CENTER TO CENTER CORR. HIGH DENSITY POLYETHYLENE CAST IRON GUTTER PLATE CIRCLE CONTROL JOINT CENTER LINE CORRUGATED METAL PIPE CONCRETE MASONRY UNITS COLUMN COMPRESSIBLE CONCRETE CONTINUOUS CORNER CASEMENT CENTER CUBIC CULVERT COLD WATER CUBIC YARD

AutoCAD SHX Text E E.W. EA EJ EL or ELEV. ELEC. ENCL. EQUIP. EST EW EXC EXIST EXT

AutoCAD SHX Text EAST EACH WAY EACH EXPANSION JOINT ELEVATION ELECTRIC or ELECTRICAL ENCLOSURE EQUIPMENT ESTIMATE EACH WAY EXCAVATE EXISTING EXTERIOR

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D DBL DEG DEMO DET DHW DIA DIM DIP DN. DR DTL DWG DWLS

AutoCAD SHX Text DATUM DOUBLE DEGREE DEMOLISH / DEMOLITION DETAIL DOMESTIC HOT WATER DIAMETER DIMENSION DUCTILE IRON PIPE DOWN DOOR DETAIL DRAWING DOWELS

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F.G. FDN FES FF FH FL FM FLR FT. FTG.

AutoCAD SHX Text FINISH GRADE FOUNDATION FLARED END SECTION FINISH FLOOR FIRE HYDRANT FLOW LINE FRUITLESS MULBERRY FLOOR FEET FOOTING

AutoCAD SHX Text G GND or GRND GOVT. GP GPM GR GRTG GT

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GAS OR GUTTER GROUND GOVERNMENT

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H.PT. HB HC HDRL HORIZ. HP HR HT HW

AutoCAD SHX Text HIGH POINT HOSE BIB HANDICAPPED HANDRAIL HORIZONTAL HORSEPOWER HOUR HEIGHT HOT WATER

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I.D. IN INCL INFO INV.

AutoCAD SHX Text INSIDE DIAMETER INCH INCLUDE INFORMATION INVERT or INVERTER

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JCT JT

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JUNCTION JOINT

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LBS. LF LG LIN LONG. LP LT.WT. LTG

AutoCAD SHX Text POUNDS LINEAL FEET LENGTH LINEAR LONGITUDINAL LOW POINT or LIGHT POLE LIGHT WEIGHT LIGHTING

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MAX MECH. MET. MFGR MH MIN MJ MPD MPH

AutoCAD SHX Text MAXIMUM MECHANICAL METAL MANUFACTURER MANHOLE MINIMUM MECHANICAL JOINT MODIFIED PROCTOR DENSITY MILES PER HOUR

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N N.C. N.O. N.R. NO.

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NORTH NORMALLY CLOSED NORMALLY OPEN NOT REQUIRED NUMBER

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OC OCEW OD OPNG OPP ORD OZ.

AutoCAD SHX Text ON CENTER ON CENTER EACH WAY OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN OUNCES

AutoCAD SHX Text R/W RAD or R RCB RCP RD or R.D. REF REINF REQ'D RET RND RO ROP

AutoCAD SHX Text RIGHT OF WAY RADIUS REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE ROOF DRAIN or ROAD REFERENCE REINFORCEMENT REQUIRED RETAINING ROUND ROUGH OPENING ROCK OUTLET PROTECTION

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GUARDPOST (BOLLARD) GALLONS PER MINUTE GRADE / GRANITE GRATING GROUT

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QT QTY

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QUARRY TILE QUANTITY

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S S.J. SCHED SD SDS SECT SHT. SIM SPEC SPD SQ SQ.FT. SS ST STA STD STL STR

AutoCAD SHX Text SOUTH SAW JOINT SCHEDULE STORM DRAIN SUB DRAIN SECTION SHEET SIMILAR SPECIFICATIONS STANDARD PROCTOR DENSITY SQUARE SQUARE FEET SANITARY SEWER STREET STATION STANDARD STEEL STRUCTURE

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TAN. TC TEL TEMP TG THRU TOC TOPO TOS TP TR TYP.

AutoCAD SHX Text TANGENT TOP OF CURB TELEPHONE TEMPERATURE TOP OF GRATE THROUGH TOP OF CONCRETE TOPOGRAPHY TOP OF STEEL TOP OF PAVEMENT TOP OF RIM TYPICAL

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UNO UT

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UNLESS NOTED OTHERWISE UTILITY

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V.C. VERT

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VERTICAL CURVE VERTICAL

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W/ W/O WP WT WWF

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WITH WITHOUT WEATHERPROOF WEIGHT WELDED WIRE FABRIC

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XFMR

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TRANSFORMER

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YARD

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ELEC. TRANSFORMER

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%%UEXISTING

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FLAG POLE

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LIGHT POLE

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LIMITS OF CLEARING

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BURIED COMMUNICATIONS

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SIT LABEL (P)

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OUTER LIMIT MARKER

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LANE MARKER

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LANE MARKER NUMBER

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12" AGGREGATE SURFACE

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INTERIOR LIMIT MARKER

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STATIONARY INFANTRY TARGET

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EMPLACEMENT (SIT)

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CONCRETE

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PROPOSED STRUCTURE

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WIDENED STATIONARY INFANTRY

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TARGET EMPLACEMENT (WIDENED SIT)

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POWER CONTROL CENTER

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EMPLACEMENT

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TWO-MAN

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FIGHTING POSITION

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TARGET NUMBER

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WIDENED SIT LABEL (WP)

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6-WP14

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TARGET NUMBER

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LANE NUMBER

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SAT LABEL (V)

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TARGET NUMBER

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LANE NUMBER

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STATIONARY ARMOR TARGET

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TARGET EMPLACEMENT (SAT)

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LIMITS OF CONSTRUCTION/ LIMITS OF DISTURBANCE

AutoCAD SHX Text GENERAL NOTE 1. TOP AND TOE OF SLOPE ARE APPROXIMATE AND HAVE BEEN SHOWN FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL TOP AND TOE OF SLOPE ARE APPROXIMATE AND HAVE BEEN SHOWN FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL VERIFY LOCATION IN FIELD AND SHALL ADJUST LIMITS AS NECESSARY TO COMPLETE THE INSTALLATION AS GENERALLY INDICATED ON THESE DOCUMENTS. THIS WORK SHALL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

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PERIM. PC PCC PI POB POE PT PROJ PRV PSF PSI PVC PVMT

AutoCAD SHX Text PERIMETER POINT OF CURVATURE POINT OF CONCENTRIC CIRCLE POINT OF INTERSECTION POINT OF BEGINNING POINT OF ENDING POINT OF TANGENCY PROJECT PRESSURE REGULATING VALVE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POLYVINYL-CHLORIDE PAVEMENT

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5" GRADED CRUSHED AGGREGATE SURFACE COURSE (ALT. BID ITEM #1)

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EXISTING GRAVEL

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5" AGGREGATE SURFACE

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WALK-IN ONLY

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WALK-IN/VEHICLE

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FSD-XX

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FILTER TUBE/SOCK DIVERSION RE: CE502CE502

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CE-XX

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CONSTRUCTION ENTRANCE RE: CE502CE502

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CLA-XX

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CONSTRUCTION LAYDOWN AREA

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CW-XX

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CONCRETE WASHOUT RE: CE502CE502

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SILT FENCE

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FILTER SOCK DIVERSION OR DIVERSION DIKE

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FSCD-XX

FILTER TUBE/SOCK CHECK DAM RE: CE502CE502

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DOWNRANGE BORE HOLE LOCATIONS

0 300' 600'

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FIRING LANE 10

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GENERAL NOTE:

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1. SEE GEOTECH REPORT FOR BORING LOGS.

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LEGEND

BORE HOLE LOCATION

EXISTING GRAVEL PAVEMENT

TO BE REMOVED OR RELOCATED

LIMITS OF GRAVEL PAVEMENT

TO BE REMOVED

REMAINDER GRAVEL PAVEMENT

TO REMAIN

LIMITS OF GRAVEL PAVEMENT

TO BE REMOVED

REMAINDER GRAVEL PAVEMENT

TO REMAIN

EXISTING GRAVEL ROAD

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EXISTING FIRING POSITION

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EXISTING TARGET POSITION

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(TYP.)

(SEE NOTE 1)

33.5'

242.7'

EXISTING WATER STRUCTURES

TO BE REMOVED OR RELOCATED

BY OTHERS

EXISTING BUILDING

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BY OTHERS

EXISTING FLAG POLE

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GENERAL NOTES:

1. SALVAGE EXISTING TARGET EMPLACEMENTS AND SALVAGE EXISTING TARGET EMPLACEMENTS AND FIRING POSITIONS AND REPLACE AS INDICATED IN THE PLANS.

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0 300' 600'

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TARGET EMPLACEMENTS (TYP.)

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EXISTING GRAVEL RANGE ROAD

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FIRING POSITIONS (TYP.)

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MPMG SUPPORT AREA

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EXISTING GRAVEL RANGE ROAD

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FIRING LANE 10

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FIRING LANE 9

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FIRING LANE 8

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FIRING LANE 7

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FIRING LANE 6

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FIRING LANE 5

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FIRING LANE 4

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FIRING LANE 3

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FIRING LANE 2

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FIRING LANE 1

AutoCAD SHX Text 132000

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AutoCAD SHX Text 129000

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AutoCAD SHX Text 127000

AutoCAD SHX Text 689000

AutoCAD SHX Text 690000

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AutoCAD SHX Text 692000

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CONSTRUCTION & SERVICE ROADS (TYP.)

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EXISTING GRAVEL ROAD

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POWER CONTROL CENTERS (TYP.)

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EXISTING DIRT RANGE ROAD

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DATUM:

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1. THE HORIZONTAL DATUM FOR THIS PROJECT REFERENCES THE OREGON OCRS COLUMBIA RIVER EAST PROJECTION OF THE NORTH AMERICAN DATUM 1983. COORDINATES PROVIDED ARE IN THE INTERNATIONAL FOOT UNIT OF MEASUREMENT. 2. THE VERTICAL DATUM REFERENCES THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988 AND IS IN THE U.S. SURVEY FOOT MEASUREMENT. 3. FOR SURVEY CONTROL INFORMATION CONTACT: TROY TETSUKA, PLS TROY.TETSUKA@KPFF.COM KPFF PORTLAND CIVIL & SURVEY 111 SW 5TH AVENUE PORTLAND, OR 97204 (503) 542-3843

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UXO NOTES:

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1. AN UNEXPLODED ORDINANCE (UXO) SURVEY WAS PERFORMED AT THIS SITE. THE CONSTRUCTION FOOTPRINT IS CONSIDERED TO HAVE LOW RISK FOR FINDING UXO. CONTRACTOR SHALL FOLLOW WORK PLAN AND NOTIFICATION PROCEDURES SHOULD UXO/MEC BE DISCOVERED. ALL CONSTRUCTION PERSONNEL SHALL RECEIVE UXO TRAINING PER THE CONTRACT. 2. DETERMINED TO BE A LOW UXO RISK SITE PER THE FINDINGS OF THE AFOREMENTIONED UXO SURVEY THESE FINDINGS DO NOT COMPLETELY ELIMINATE THE POSSIBILITY OF ENCOUNTERING UXO AT THIS SITE. 3. THE SITE WILL BE PROVIDED CONSTRUCTION SUPPORT BY THE GOVERNMENT, SPECIFICALLY, MEC STANDBY SUPPORT AS DEFINED BY EP 75-1-2, IN WHICH THE GOVERNMENT UXO CONSTRUCTION SUPPORT PERSONNEL WILL BE ONSITE TO SUPPORT THE CONSTRUCTION EFFORT AND WILL INVESTIGATE POTENTIAL MEC FINDINGS DURING INTRUSIVE CONSTRUCTION ACTIVITIES. 4. IN THE EVENT THAT AN OBJECT RESEMBLING MILITARY MUNITIONS IS DISCOVERED DURING CONSTRUCTION ACTIVITIES, CONSTRUCTION CONTRACTOR PERSONNEL SHOULD STOP WORK IN THE IMMEDIATE VICINITY OF THE DISCOVERY AND IMMEDIATELY CONTACT THE GOVERNMENT'S UXO CONSTRUCTION SUPPORT PERSONNEL TO INVESTIGATE THE ITEM. SHOULD A SUSPECT DISCOVERY BE CONFIRMED TO CONTAIN AN EXPLOSIVE HAZARD, GOVERNMENT UXO CONSTRUCTION SUPPORT PERSONNEL WILL REMOVE OR DESTROY THE ITEM, DURING WHICH TIME CONSTRUCTION CONTRACTOR PERSONNEL WILL BE REQUIRED TO MAINTAIN A SAFE DISTANCE FROM THE ITEM AS SPECIFIED BY THE GOVERNMENT UXO CONSTRUCTION SUPPORT PERSONNEL. 5. MAXIMUM COORDINATION WILL BE REQUIRED BETWEEN THE CONSTRUCTION CONTRACTOR AND THE GOVERNMENT'S UXO CONTRACTOR. THE CONSTRUCTION CONTRACTOR SHOULD MAINTAIN FLEXIBILITY IN REDIRECTING PERSONNEL AND WORK EFFORT AWAY FROM ANY UXO DESTRUCTIONS OR REMOVALS IN THE EVENT THAT ITEMS POSSESSING AN EXPLOSIVE HAZARD ARE DISCOVERED.

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ALTERNATE BID ITEMS:

AutoCAD SHX Text ALTERNATE BID ITEM 1: 5" GRADED CRUSHED AGGREGATE, SEE DETAIL 2 ON SHEET CP301CP301

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ABI-1

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ABI-1

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ABI-1

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ABI-1

305306

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20' 40'0

KEY PLAN

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LANE 9LANE 9

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LANE 10LANE 10

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FIRE LINE ACCESS DRIVE FIRE LINE ACCESS DRIVE ACCESS DRIVE RE: CP301CP301

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FP10

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FP9

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FP8

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MATCH LINE-SHEET CS102CS102

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GENERAL NOTES:

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1. FOR FURTHER ELECTRICAL INFORMATION REFER TO ELECTRICAL DRAWINGS. 2. ### COORDINATE POINT (TYP). FOR COORDINATE TABLES AND GEOMETRIC DATA RE: CP101 THROUGH CP104CP101 THROUGH CP104 THROUGH CP104CP104

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KEYNOTES:

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LIMITS OF DETAILED TOPOGRAPHIC SURVEY

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CONSTRUCTION LIMITS/LIMITS OF DISTURBANCE

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ENTRANCE SIGN RE: CS510CS510

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PIPE RAIL GATE RE: CS506CS506

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FLAG POLE RE: CS507 AND E-504CS507 AND E-504 AND E-504E-504

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LIGHT POLE RE: E-501E-501

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FIRING LINE MARKER (TYP.) RE: CS509CS509

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MAINTENANCE TRAIL

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EXISTING GRAVEL ROAD (TO REMAIN)

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2.0' UNPAVED SHOULDER

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ABI-1

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ALTERNATE BID ITEMS:

AutoCAD SHX Text ALTERNATE BID ITEM 1: 5" GRADED CRUSHED AGGREGATE, SEE DETAIL 2 ON SHEET CP301CP301

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ABI-1

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12" GRADED CRUSHED AGGREGATE SURFACE COURSE RE: CP501CP501

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5" GRADED CRUSHED AGGREGATE SURFACE COURSE RE: CP501CP501

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AutoCAD SHX Text POST AND BARRIER CABLE RE: CS511 CS511 PLACE 1'-0" OFF EDGE OF ACCESS DRIVE ON UNPAVED SHOULDER

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TWO MAN FIGHTING POSITION WALK-IN/VEHICLE RE: CS501 CS501 WALK-IN ONLY RE: CS502CS502

R 821'

875'

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9 1011 12

58 57

1009101010111012

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FIRE LINE ACCESS DRIVE FIRE LINE ACCESS DRIVE ACCESS DRIVE RE: CP301CP301

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FP5

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LANE 2LANE 2

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LANE 3LANE 3

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LANE 4LANE 4

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LANE 5LANE 5

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LANE 7LANE 7

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FP2

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GENERAL NOTES:

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KEYNOTES:

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CONSTRUCTION LIMITS/LIMITS OF DISTURBANCE

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LIGHT POLE RE: E-501E-501

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FIRING LINE MARKER (TYP.) RE: CS509CS509

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MAINTENANCE TRAIL

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AMMO BREAKDOWN BUILDING: FFE=622.25'

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BLEACHER ENCLOSURE: FFE=621.70'

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CONTROL TOWER: TOP GRADE BEAM=621.30'

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CLASSROOM BUILDING: FFE=622.65'

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COVERED MESS SHELTER: FFE=620.95'

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LATRINE: FFE=622.10'

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OPERATIONS/STORAGE BUILDING: FFE=622.60'

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BOLLARD (TYP.) RE: 4/CS507CS507

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EXISTING GRAVEL PARKING LOT (TO REMAIN)

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EXISTING GRAVEL MAINTENANCE TRAIL (TO REMAIN)

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2.0' UNPAVED SHOULDER

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CONCRETE PAD

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12" GRADED CRUSHED AGGREGATE SURFACE COURSE RE: CP501CP501

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5" GRADED CRUSHED AGGREGATE SURFACE COURSE RE: CP501CP501

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MATCH LINE-SHEET CS103CS103

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MATCH LINE-SHEET CS101CS101

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AutoCAD SHX Text POST AND BARRIER CABLE RE: CS511 CS511 PLACE 1'-0" OFF EDGE OF ACCESS DRIVE ON UNPAVED SHOULDER

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(TYP.)

R30.0'R30.0'

R25.0'

R60.0'

R84.0'

R25.0'R820.9'

99 100

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FIRE LINE ACCESS DRIVE FIRE LINE ACCESS DRIVE ACCESS DRIVE RE: CP301CP301

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PROPOSED GRAVEL ROAD

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FP1

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FP2

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FP3

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MATCH LINE-SHEET CS102CS102

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GENERAL NOTES:

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1. FOR FURTHER ELECTRICAL INFORMATION REFER TO ELECTRICAL DRAWINGS.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 30, 2024.