P-803 Final Phase II Drawings.pdf
PDF 19 MB Posted
- Attached to
- FY21 MCON Project P-803, Individual Combat Skills Training, Marine Corps Base Guam, Finegayan, Guam
- Solicitation number
- N62742-21-R-1315
About this file
This document provides details on a federal solicitation and related engineering drawings. The solicitation number is N62742-21-R-1315, issued by the Department of the Navy Naval Facilities Engineering Command on April 8, 2021. The solicitation is for the FY21 MCON Project P-803 at Marine Corps Base Guam to construct an Individual Combat Skills Training facility at Finegayan, Guam. The related engineering drawings file is titled P-803 Final Phase II Drawings.pdf and provides the final phase two design drawings for the project. The RFP was issued on April 8, 2021 for this construction opportunity.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| AMD 03 21R1315.pdf | ||
| 21R1315 Note6-final.pdf | ||
| 21R1315 Note 5.pdf | ||
| 21R1315 Note 4.pdf | ||
| 21R1315 Note 3.pdf | ||
| AMD 02 21R1315.pdf | ||
| 21R1315 Note 2-Final.pdf | ||
| AMD 0001 21R1315.pdf | ||
| 21R1315 Note 1.pdf | ||
| P-803 Final Phase II Specifications.pdf | ||
| N62742-21-R-1315 Front End.pdf |
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COCOS
ISLAND
STATION
NAVAL
INARAJAN
MERIZO
UMATAC
STATION
TRACKING
N.A.S.A.
AGAT
SANTA RITA
TALOFOFO
MANGILAO
TAMUNING
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CHALAN
PAGO
ASAN
PITI
AGANA
TOTO BARRIGADA
TUMON
DEDEDO
YIGO
A.F.B.
ANDERSEN
FINEGAYAN
OCEAN
PACIFIC
PHILIPPINE
SEA
GUAM
IF SHEET IS LESS THAN 22" X 34"
REDUCED PRINT USE GRAPHIC
SHEET
NAVFAC DRAWING NO.
OF
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A
B
2 3
C
D
1 2 3
4 5
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O N
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO
INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
EPROJECT NO.:
SCALE:
A/E INFO
APPROVED
FOR COMMANDER NAVFAC DATE
ACTIVITY
SATISFACTORY TO DATE
DES DRW REV
DM BLT
BRANCH MANAGER
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Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
04/07/21
EVAN MIZUE
IF SHEET IS LESS THAN 22" X 34"
REDUCED PRINT USE GRAPHIC
SHEET
NAVFAC DRAWING NO.
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A
B
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C
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1 2 3
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO
INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
EPROJECT NO.:
SCALE:
A/E INFO
APPROVED
FOR COMMANDER NAVFAC DATE
ACTIVITY
SATISFACTORY TO DATE
DES DRW REV
DM BLT
BRANCH MANAGER
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LICENSE EXPIRATION DATE: 04/30/22
CTH
1619790
2 140
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N62742-17-D-0006
17263736
BG,ML ML,RH BG
Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
SHEET
NAVFAC DRAWING NO.
OF
CONST. CONTR. NO.
A
B
2 3
C
D
1 2 3
4 5
4 5
S Y M
D E S C R
IP
TI
O N
D A
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO
INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
EPROJECT NO.:
SCALE:
A/E INFO
APPROVED
FOR COMMANDER NAVFAC DATE
ACTIVITY
SATISFACTORY TO DATE
DES DRW REV
DM BLT
BRANCH MANAGER
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FIRE PROTECTION
N
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CTH
JC
LICENSE EXPIRATION DATE: 04/30/22
CTH
1619790
3 140
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N62742-17-D-0006
17263737
BG,ML ML,RH BG
Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
CL
CL
CL
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IF SHEET IS LESS THAN 22" X 34"
REDUCED PRINT USE GRAPHIC
SHEET
NAVFAC DRAWING NO.
OF
CONST. CONTR. NO.
A
B
2 3
C
D
1 2 3
4 5
4 5
S Y M
D E S C R
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TI
O N
D A
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO
INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
EPROJECT NO.:
SCALE:
A/E INFO
APPROVED
FOR COMMANDER NAVFAC DATE
ACTIVITY
SATISFACTORY TO DATE
DES DRW REV
DM BLT
BRANCH MANAGER
CHIEF ENG
FIRE PROTECTION
N
AV
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C
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JC
LICENSE EXPIRATION DATE: 04/30/22
CTH
1619790
4 140
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N62742-17-D-0006
17263738
BG,ML ML,RH BG
Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
SHEET
NAVFAC DRAWING NO.
OF
CONST. CONTR. NO.
A
B
2 3
C
D
1 2 3
4 5
4 5
S Y M
D E S C R
IP
TI
O N
D A
TE
SEAL
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO
INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
EPROJECT NO.:
SCALE:
A/E INFO
APPROVED
FOR COMMANDER NAVFAC DATE
ACTIVITY
SATISFACTORY TO DATE
DES DRW REV
DM BLT
BRANCH MANAGER
CHIEF ENG
FIRE PROTECTION
N
AV
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C
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AS NOTED
CTH
JC
LICENSE EXPIRATION DATE: 04/30/22
CTH
1619790
5 140
M A R
IN
E C O R P S B A S E G U A M
B A S E M A P
N62742-17-D-0006
17263739
BG,ML ML,RH BG
0 300' 600'
SCALE: 1" = 300'-0"
PLAN
NORTH
Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
SHEET
NAVFAC DRAWING NO.
OF
CONST. CONTR. NO.
A
B
2 3
C
D
1 2 3
4 5
4 5
S Y M
D E S C R
IP
TI
O N
D A
TE
SEAL
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO
INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
EPROJECT NO.:
SCALE:
A/E INFO
APPROVED
FOR COMMANDER NAVFAC DATE
ACTIVITY
SATISFACTORY TO DATE
DES DRW REV
DM BLT
BRANCH MANAGER
CHIEF ENG
FIRE PROTECTION
N
AV
AL
FA
C
IL
IT
IE
S
EN
G
IN
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R
IN
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C O M M
AN
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MA
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T O F
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Y
NA
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AC
PA
CI
FI
C
N A V F A C
P A C
IF
IC
US
NA
VS
UP
PA
C T M C B
GU
AM
A
B
C
D
AS NOTED
CTH
JC
LICENSE EXPIRATION DATE: 04/30/22
CTH
1619790
6 140
S
IT
E P E R S P E C
TI
V E
N62742-17-D-0006
17263740
BG,ML ML,RH BG
Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
BUILDING CODE SUMMARY:
INTERNATIONAL CODES, INTERNATIONAL CODE COUNCIL:
IBC
NATIONAL FIRE CODES, NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS INCLUDING:
NFPA 1 FIRE CODE, 2018 WITH NAVY AMENDMENTS, 2020
UNIFIED FACILITIES CRITERIA:
UFC 1-200-01 DOD BUILDING CODE, 8 OCTOBER 2019, CHANGE 1, 01
OCTOBER 2020
UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, 8 AUGUST
2016, CHANGE 5, 24 SEPTEMBER 2020
PROJECT ADDRESS: FINEGAYAN - GUAM
PROJECT DESCRIPTION: P-803 INDIVIDUAL COMBAT SKILLS TRAINING
IBC OCCUPANCY NFPA OCCUPANCY
B NEW BUSINESS OCCUPANCIES (CHAPTER 38)
CONSTRUCTION
PROVIDED: TYPE IIB & IB
FOR GENERAL STRUCTURAL DESIGN CRITERIA SEE STRUCTURAL DRAWINGS
FIRE RESISTANCE REQUIREMENTS: IIB
REQUIRED PROVIDED
BUILDING ELEMENT MATERIAL RATING RATING SECTION
STRUCTURAL FRAME NON-COMBUSTIBLE TABLE 601
BEARING WALL - EXTERIOR NON-COMBUSTIBLE TABLE 601
BEARING WALL - INTERIOR NON-COMBUSTIBLE 0 HR 0 HR TABLE 601
NONBEARING WALL - EXTERIOR NON-COMBUSTIBLE 0 HR 0 HR TABLE 602
NONBEARING WALL - INTERIOR NON-COMBUSTIBLE 0 HR 0 HR TABLE 601
CEILING ASSEMBLY - ROOF NON-COMBUSTIBLE 0 HR 0 HR TABLE 601
BUILDING HEIGHT:
OCCUPANCY ALLOWABLE PROVIDED
INTERNATIONAL BUILDING CODE, 2018 EDITION, EXCLUDING
CHAPTER 10 MEANS OF EGRESS REQUIREMENTS
NFPA 70 NATIONAL ELECTRICAL CODE, 2020
0 HR 0 HR
0 HR 0 HR
ASSEMBLY (A-3), ASSEMBLY (A-5) & BUSINESS (B)
160 FT 70 FT
11 STORIES 3 STORIES
BUILDING SEPARATION AND EXPOSURE PROTECTION:
LOCATION EXPOSURE REQUIRED
FIRE RATING
>60 FT 0 HR
>60 FT 0 HR
WEST: ROAD 1 112 FT 0 HR
EAST: OPEN YARD
NORTH: OPEN YARD
RAPPELLING TOWER
UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS,
12 DECEMBER 2018, WITH CHANGE 1, 19 AUGUST 2020
NFPA 101 LIFE SAFETY CODE, 2018
A-3 NEW ASSEMBLY OCCUPANCIES (CHAPTER 12)
OCCUPANCY BASIC ALLOWABLE AREA
ALLOWABLE AREA:
THIS ANALYSIS IS BASED ON THE IBC RULES FOR NON-SEPARATED OCCUPANCIES.
ACTUAL AREA
RAPPELLING TOWER
B 37,500 SF 2,694 SF
BUILDING EXPOSURES
160 FT 0 HRSOUTH: PARKING LOT
FIRE SEPARATION
DISTANCE
>30 FT
>30 FT
>30 FT
>30 FT
CEILING ASSEMBLY - FLOOR NON-COMBUSTIBLE 0 HR 0 HR TABLE 601
OCCUPANT LOAD FACTORS AND OCCUPANT LOADS:
OCCUPANT LOAD FACTORS
BUSINESS
STORAGE, CLOSETS, COMM RM - 500 SF/PERSON
BLEACHERS - 18 IN/PERSON
- 150 SF/PERSON
NUMBER OF EXITS: REQUIRED PROVIDED
CAPACITY OF MEANS OF EGRESS: CAPACITY CAPACITY
MEANS OF EGRESS:
OCCUPANT LOAD
24 (STATED BY USERS)
REQUIRED AVAILABLE
TRAVEL DISTANCE TO EXITS: ALLOWED MAX PROVIDED
COMMON PATH OF TRAVEL: ALLOWED MAX PROVIDED
DEAD END CORRIDORS: ALLOWED MAX PROVIDED
DISCHARGE FROM EXITS:
REQUIRED:
ALL EXITS SHALL TERMINATE AT THE EXTERIOR OF THE BUILDING.
FACILITIES CRITERIA:
FC 1-300-09N NAVY AND MARINE CORPS DESIGN PROCEDURES, 1 MAY
2014, CHANGE 4, 14 JUNE 2018
CONSTRUCTION REQUIREMENTS:
RAPPELLING TOWER (IB)
B
2 2
24 160
289 FT
RAPPELLING TOWER 20 FT 0 FT
A-5 NEW ASSEMBLY OCCUPANCIES (CHAPTER 12)
LOCATION EXPOSURE REQUIRED
FIRE RATING
>20 FT 0 HR
>20 FT 0 HR
WEST: ROAD 1 244 FT 0 HR
EAST: OPEN YARD
NORTH: OPEN YARD
COVERED TRAINING AREA
40 FT 0 HRSOUTH: BLEACHERS
FIRE SEPARATION
DISTANCE
>10 FT
>10 FT
>10 FT
>10 FT
LOCATION EXPOSURE REQUIRED
FIRE RATING
0 HR
0 HR
WEST: OPEN YARD 0 HR
EAST: OPEN YARD
NORTH: COVERED TRAINING AREA
BLEACHERS
0 HRSOUTH: OPEN YARD
FIRE SEPARATION
DISTANCE
55 FT 14 FT
2 STORIES 1 STORY
COVERED TRAINING AREA (IIB)
A-3
55 FT 16 FT
UNLIMITED 1 STORY
BLEACHERS (IIB)
A-5
COVERED TRAINING AREA
A-3 9,500 SF 2,378 SF
BLEACHERS
A-5 UNLIMITED 2,897 SF
COVERED TRAINING AREA 20 FT 0 FT
BLEACHERS 20 FT 0 FT
UNLIMITED***RAPPELLING TOWER
COVERED TRAINING AREA
BLEACHERS
26 FT
SERVES <50 PEOPLE
75 FT
289 FT300 FT**RAPPELLING TOWER
COVERED TRAINING AREA
BLEACHERS
34 FT200 FT
43 FT200 FT
RAPPELLING TOWER
COVERED TRAINING AREA
BLEACHERS
107 320
328 334
RAPPELLING TOWER
COVERED TRAINING AREA
BLEACHERS
2 2 1* 1
RAPPELLING TOWER
COVERED TRAINING AREA
BLEACHERS
GI100
40 FT
>20 FT
>20 FT
>20 FT
>10 FT
>10 FT
>10 FT
>10 FT
FIRE RESISTANCE REQUIREMENTS: IB
REQUIRED PROVIDED
BUILDING ELEMENT MATERIAL RATING RATING SECTION
STRUCTURAL FRAME NON-COMBUSTIBLE TABLE 601
BEARING WALL - EXTERIOR NON-COMBUSTIBLE TABLE 601
BEARING WALL - INTERIOR NON-COMBUSTIBLE 2 HR 2 HR TABLE 601
NONBEARING WALL - EXTERIOR NON-COMBUSTIBLE 0 HR 0 HR TABLE 602
NONBEARING WALL - INTERIOR NON-COMBUSTIBLE 0 HR 0 HR TABLE 601
CEILING ASSEMBLY - ROOF NON-COMBUSTIBLE 2 HR 2 HR TABLE 601
2 HR 2 HR
2 HR 2 HR
CEILING ASSEMBLY - FLOOR NON-COMBUSTIBLE 2 HR 2 HR TABLE 601
*PER NFPA 101, 11.3.2.4
*** NFPA 101, 11.3.2.4.1
0 FT
SERVES >50 PEOPLE
20 FT
0 FT
SERVES <50 PEOPLE
75 FT
14 FT
SERVES >50 PEOPLE
20 FT
SPECIAL STRUCTURES AND HIGH-RISE BUILDINGS;
OPEN STRUCTURES (CHAPTER 11.2)
SPECIAL STRUCTURES AND HIGH-RISE BUILDINGS;
TOWERS (CHAPTER 11.3)
** PER NAVFAC PAC FIRE PROTECTION IN CONSULTATION WITH NAVFAC HQ CHIEF FIRE
PROTECTION ENGINEER, MR. JOSEPH SIMONE, CONCURRED WITH THE DESIGN AS PROVIDED.
Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
04/07/21
EVAN MIZUE
AutoCAD SHX Text
SYM
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
CONSTR. CONTR. NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NAVFAC DRAWING NO.
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OF
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EPROJECT NO.:
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DEPARTMENT OF THE NAVY
AutoCAD SHX Text A
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AutoCAD SHX Text C
AutoCAD SHX Text D
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AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
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AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
AutoCAD SHX Text
DESCRIPTION
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DATE
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DES
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DRW
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REV
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SATISFACTORY TO
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APPROVED
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ACTIVITY
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DATE
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FOR COMMANDER NAVFAC
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NAVAL FACILITIES ENGINEERING COMMAND
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DM
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BRANCH MANAGER
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CHIEF ENG
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FIRE PROTECTION
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DATE
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IF SHEET IS LESS THAN 22" X 34" REDUCED PRINT. USE GRAPHIC SCALES
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NAVFAC PACIFIC
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MAKALAPA, HAWAII
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NAVFAC PACIFIC
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JC
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KH
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BT
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FINEGAYAN, GUAM
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US NAVSUPPACT MCB GUAM
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FY21 MCON PROJECT P-803
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INDIVIDUAL COMBAT SKILLS TRAINING
AutoCAD SHX Text 1619791
AutoCAD SHX Text N62742-17-D-0006
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CH
AutoCAD SHX Text 31715
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LICENSE EXPIRATION DATE: 07/22/21
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AS NOTED
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JTH
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CMK
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CMK
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AutoCAD SHX Text 17263744
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BUILDING CODE SUMMARY SHEET
W W W W W W W W W W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
W
W
W W W W W W W W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
RO
AD
(E
RO
AD
(E
RAPPELLING
TOWER
PROJECT
BOUNDARY,
TYP
COVERED
TRAINING AREA &
COMFORT
STATION
BLEACHERS
MARTIAL ARTS PIT
OBSTACLE
COURSE
FIRE
DEPARTMENT
ACCESS
20FT
SEPARATION
DISTANCE
60FT
SEPARATION
DISTANCE
20FT
SEPARATION
DISTANCE
350 FT FIRE
HYDRANT HOSE
COVERAGE
346 FT FIRE
HYDRANT HOSE
COVERAGE300 FT FIRE
HYDRANT HOSE
COVERAGE
233 FT FIRE
HYDRANT HOSE
COVERAGE
EXISTING FIRE
HYDRANT TYP.
EXISTING FIRE
HYDRANT TYP.
EXISTING
WATERLINE
TYP.
FA
FA
FA FA
FA
FA
TRANSFORMER PAD
AND ENCLOSURE SEE
ALSO CIVIL AND
ELECTRICAL
ROAD 4 (E)
ROAD 1 (E)
PARKING STALLS,
SEE CIVIL
SHARED PARKING LOT (NIC)
EXIS GRASS
SWALE, TYP
EXIS CONCRETE
SIDEWALK, TYP
P-802 BASE
WAREHOUSE
(NIC)
OPTION #1 - FIELD TRAINING AREA
(4 ACRES)
FIELD TRAINING
AREA
P-871
(NIC)
BOTTOM OF
EMBANKMENT
(NIC)
TRASH AND
RECYCLE BIN
ENCLOSURE,
SEE ALSO CIVIL
SEE LANDSCAPE,
TYP
GROUND COVER,
SEE LANDSCAPE,
TYP
0 100' 200'
SCALE: 1" = 100'-0"
1" = 100'-0"A3 CODE COMPLIANCE SITE PLAN
PLAN
NORTH
GI101
Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
04/07/21
EVAN MIZUE
AutoCAD SHX Text
SYM
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
CONSTR. CONTR. NO.
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DM
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CHIEF ENG
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DATE
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JTH
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AutoCAD SHX Text 17263745
CODE COMPLIANCE SITE PLAN
C-4
C-4
C-1
C-1
C-2
C-2
C-3
C-3
C-A C-A
C-B C-B
C-C C-C
MEN
C-102
MEN
C-102 WOMEN
C-104
WOMEN
C-104
JAN
C-103
JAN
C-103
UTILITY CLOSET
C-101
UTILITY CLOSET
C-101
107150/18IN
A-3
ASSEMBLY
34810 B
BUSINESS
SPACE
OCCUPANT
LOAD
OCCUPANT
LOAD
FACTOR
NFPA 101
OCCUPANCY
IBC
OCCUPANCY
OCCUPANCY LEGEND
0 8'
SCALE: 1/8" = 1'-0"
4' 16'
1/8" = 1'-0"B3 COVERED TRAINING AREA - LIFE SAFETY PLAN
PLAN
NORTH
GI102
Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
04/07/21
EVAN MIZUE
AutoCAD SHX Text 26'/35'
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AutoCAD SHX Text 24'/44'
AutoCAD SHX Text 2/160
AutoCAD SHX Text 1/160
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%%UDESCRIPTION
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%%USYMBOL
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%%UEGRESS LEGEND
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COMMON PATH OF TRAVEL (FEET)/ TRAVEL DISTANCE (FEET)
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EGRESS PATH
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COMMON PATH OF TRAVEL
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OCCUPANT LOAD/EGRESS CAPACITY
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EXIT
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XXX/XXX
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XXX'/XXX'
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SYM
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SHEET
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AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
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DM
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BRANCH MANAGER
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CHIEF ENG
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FIRE PROTECTION
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DATE
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MAKALAPA, HAWAII
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NAVFAC PACIFIC
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JC
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JTH
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AutoCAD SHX Text 17263746
COVERED TRAINING AREA - LIFE SAFETY PLAN
R-3R-1 R-2
R-A R-A
R-B R-B
R-C R-C
B
BUSINESS
OPEN
UP
STAIR
R-3R-1 R-2
R-A
R-B
R-C
DN
60'-0" H PLATFORM
STAIR
10150 B
BUSINESS
34810 B
BUSINESS
SPACE
OCCUPANT
LOAD
OCCUPANT
LOAD
FACTOR
NFPA 101
OCCUPANCY
IBC
OCCUPANCY
OCCUPANCY LEGEND
STAIR
B
BUSINESS
UP
R-A
R-B
R-C
R-A
R-B
R-C
R-3R-1 R-2
R-A
R-B
R-C
R-3R-1 R-2
1/8" = 1'-0"B4
RAPPELLING TOWER (30'-0" H PLATFORM)
- LIFE SAFETY PLAN
1/8" = 1'-0"B2
RAPPELLING TOWER (60'-0" H PLATFORM)
- LIFE SAFETY PLAN
0 8'
SCALE: 1/8" = 1'-0"
4' 16'
PLAN
NORTH
GI103 1/8" = 1'-0"A1
RAPPELLING TOWER (GROUND FLOOR)
- LIFE SAFETY PLAN
Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
04/07/21
EVAN MIZUE
AutoCAD SHX Text 289'/289'
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CH
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JTH
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CMK
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AutoCAD SHX Text 17263747
RAPPELLING TOWER 30'-0" H & 60'-0" H PLATFORM - LIFE SAFETY PLAN
B-4
B-4
B-1
B-1
B-2
B-2
B-A B-A
B-B B-B
B-3
B-3
B-A.5 B-A.5
32818 IN
A-5
ASSEMBLY
B-4
B-4
B-1
B-1
B-2
B-2
B-A B-A
B-B B-B
STORAGE
B-101
STORAGE
B-101
B-3
B-3
B-A.5 B-A.5
PROVIDE 1-HOUR
FIRE RESISTIVE
ENCLOSURE AROUND
THE STORAGE PER
NFPA 101, 12.4.9.5 (2)
PROVIDE MINIMUM
1-HOUR FIRE
DAMPER ON LOUVER
PROVIDE MINIMUM
1-HOUR FIRE
DAMPER ON LOUVER
34810 B
BUSINESS
SPACE
OCCUPANT
LOAD
OCCUPANT
LOAD
FACTOR
NFPA 101
OCCUPANCY
IBC
OCCUPANCY
OCCUPANCY LEGEND
1/8" = 1'-0"A3 BLEACHERS - LIFE SAFETY PLAN
1/8" = 1'-0"C3 BLEACHERS (STORAGE) - LIFE SAFETY PLAN
0 8'
SCALE: 1/8" = 1'-0"
4' 16'
PLAN
NORTH
GI104
Approved by:
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DPRI MILCON Planner, via Email Date: 4/6/21
04/07/21
EVAN MIZUE
AutoCAD SHX Text 164/167
AutoCAD SHX Text 164/167
AutoCAD SHX Text 0'/43'
AutoCAD SHX Text 14'/37'
AutoCAD SHX Text 0'/28'
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%%UDESCRIPTION
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1 HOUR FIRE RESISTIVE CONSTRUCTION
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45 MINUTE FIRE DOOR
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SYM
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AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
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DATE
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BT
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FINEGAYAN, GUAM
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US NAVSUPPACT MCB GUAM
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AutoCAD SHX Text 1619791
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CH
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LICENSE EXPIRATION DATE: 07/22/21
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AS NOTED
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JTH
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CMK
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AutoCAD SHX Text 17263748
BLEACHERS - LIFE SAFETY PLAN
B-001
Approved by:
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DPRI MILCON Planner, via Email Date: 4/6/21
04/07/21
EVAN MIZUE
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MAKALAPA, HAWAII
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BT
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FINEGAYAN, GUAM
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GEOTECHNICAL GENERAL NOTES
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17263752
UNCONSOLIDATED UNDRAINED TRIAXIAL
COMPRESSION (kPa)
MORE THAN 50%
OF COARSE
FRACTION
RETAINED ON
NO. 4 (4.76 mm)
SIEVE
50% OR MORE OF
COARSE FRACTION
PASSING
THROUGH NO. 4
(4.76 mm) SIEVE
MORE THAN 50%
OF MATERIAL
RETAINED ON NO.
200 (0.074 mm)
SIEVE
50% OR MORE OF
MATERIAL PASSING
THROUGH NO. 200
(0.074 mm) SIEVE
TORVANE SHEAR (kPa)
(50-mm) O.D. STANDARD PENETRATION TEST
(75-mm) O.D. MODIFIED CALIFORNIA SAMPLE
INORGANIC SILTS AND VERY FINE SANDS,
ROCK FLOUR, SILTY OR CLAYEY FINE SANDS
OR CLAYEY SILTS WITH SLIGHT PLASTICITY
POORLY-GRADED GRAVELS, GRAVEL-SAND
MIXTURES, LITTLE OR NO FINES
CLAYEY GRAVELS, GRAVEL-SAND-CLAY
MIXTURES
WELL-GRADED SANDS, GRAVELLY SANDS,
LITTLE OR NO FINES
POORLY-GRADED SANDS, GRAVELLY
SANDS, LITTLE OR NO FINES
SILTY SANDS, SAND-SILT MIXTURES
CLAYEY SANDS, SAND-CLAY MIXTURES
LIQUID LIMIT
50 OR MORE CH
MH
SILTS
AND
CLAYS
SILTS
AND
CLAYS
LIQUID LIMIT
LESS THAN 50
USCS TYPICAL
DESCRIPTIONS
GW
MORE THAN 12%
FINES
WATER LEVEL OBSERVED IN BORING OVERNIGHT
HIGHLY ORGANIC SOILS
SILTY GRAVELS, GRAVEL-SAND-SILT
MIXTURES
OL
PEAT, HUMUS, SWAMP SOILS WITH HIGH
ORGANIC CONTENTS
INORGANIC CLAYS OF LOW TO MEDIUM
PLASTICITY, GRAVELLY CLAYS, SANDY
CLAYS, SILTY CLAYS, LEAN CLAYS
Soil Log Legend
ORGANIC CLAYS OF MEDIUM TO HIGH
PLASTICITY, ORGANIC SILTS
CLEAN SANDS
SANDS WITH
FINES
SP
SANDS
GRAVELS
WELL-GRADED GRAVELS, GRAVEL-SAND
MIXTURES, LITTLE OR NO FINES
ML
CL
OH
LESS THAN 5%
FINES
GRAVELS WITH
FINES
CLEAN
GRAVELS
GRAB SAMPLE
PLASTICITY INDEX (NP=NON-PLASTIC)
TV
LEGEND
WATER LEVEL OBSERVED IN BORING AT TIME OF
DRILLING
WATER LEVEL OBSERVED IN BORING AFTER DRILLING
SM
MAJOR DIVISIONS
GP
MORE THAN 12%
FINES SC
GM
FINE-
GRAINED
SOILS
COARSE-
GRAINED
SOILS
PT
LESS THAN 5%
FINES
UNIFIED SOIL CLASSIFICATION SYSTEM (USCS)
ORGANIC SILTS AND ORGANIC SILTY
CLAYS OF LOW PLASTICITY
SW
GC
INORGANIC SILT, MICACEOUS OR
DIATOMACEOUS FINE SAND OR SILTY
SOILS
INORGANIC CLAYS OF HIGH PLASTICITY
PI
LL
TXUU
UNCONFINED COMPRESSION
OR UNIAXIAL COMPRESSIVE STRENGTH
CORE SAMPLE
SHELBY TUBE SAMPLE
LIQUID LIMIT (NP=NON-PLASTIC)
UC
GEOLABS, INC.
Geotechnical Engineering
Medium Sand Fine Sand
#4 to #200 (4.75-mm to 0.075-mm) #4 to #10 (4.75-mm to 2-mm)
> 12 inches (305-mm)
3-inch to #4 (75-mm to 4.75-mm)
Sieve Number and / or Size
Gravel
#10 to #40 (2-mm to 0.425-mm) #40 to #200 (0.425-mm to 0.075-mm)
3 to 12 inches (75-mm to 305-mm)
Description
PP Readings (tsf)
2.0 - 4.0
> 4.0
N-Value (Blows/Foot)
MCS
0 - 4
RELATIVE DENSITY / CONSISTENCY
GRAIN SIZE DEFINITION
ABBREVIATIONS
N-Value (Blows/Foot)
0 - 7
Dry: Absence of moisture, dry to the touch
Moist: Damp but no visible water
Wet: Visible free water, usually soil is below water table
WOH: Weight of Hammer
WOR: Weight of Drill Rods
SPT: Standard Penetration Test Split-Spoon Sampler
MCS: Modified California Sampler
PP: Pocket Penetrometer
4 - 7
7 - 15 15 - 27
27 - 55
SPT
0 - 2
> 55> 30
4 - 8
15 - 30
MOISTURE CONTENT DEFINITIONS
SPT
0 - 4
4 - 10
10 - 30 30 - 50
> 50
MCS
Loose
EXAMPLE: Soil Containing 60% Gravel, 25% Sand, 15% Fines. Described as: SILTY GRAVEL with some sand
GRANULAR SOIL (- #200 <50%)
2 - 4
8 - 15
Relative Density
Very Loose
Dense
Very Dense
COHESIVE SOIL (- #200 50%)
PRIMARY constituents are composed of the largest percent of the soil mass. Primary constituents are capitalized and bold (i.e., GRAVEL, SAND)
PRIMARY constituents are based on plasticity. Primary constituents are capitalized and bold (i.e., CLAY, SILT)
SECONDARY constituents are composed of a percentage less than the primary constituent. If the soil mass consists of 12 percent or more fines content, a cohesive constituent is used (SILTY or CLAYEY);
otherwise, a granular constituent is used (GRAVELLY or SANDY) provided that the secondary constituent consists of 20 percent or more of the soil mass.
Secondary constituents are capitalized and bold (i.e., SANDY GRAVEL, CLAYEY SAND) and precede the primary constituent.
SECONDARY constituents are composed of a percentage less than the primary constituent, but more than 20 percent of the soil mass. Secondary constituents are capitalized and bold (i.e., SANDY CLAY, SILTY CLAY, CLAYEY SILT) and precede the primary constituent.
Sand
Boulders Cobbles
Coarse Gravel 3-inch to 3/4-inch (75-mm to 19-mm) Fine Gravel 3/4-inch to #4 (19-mm to 4.75-mm)
GEOLABS, INC. CLASSIFICATION*
Granular Soils Cohesive Soils
Consistency accessory descriptions compose of the following:
with some: >12% with a little: 5 - 12% with traces of: <5% accessory descriptions are lower cased and follow the Primary and Secondary Constituents (i.e., SILTY CLAY with some sand)
Very Soft
Soft
Medium Stiff Stiff
Very Stiff
Hard
< 0.5
0.5 - 1.0
1.0 - 2.0
7 - 18
18 - 55 55 - 91
> 91
Medium Dense
Coarse Sand
(with deviations from ASTM D2488) Soil Classification Log Key accessory descriptions compose of the following:
with some: >12% with a little: 5 - 12% with traces of: <5% accessory descriptions are lower cased and follow the Primary and Secondary Constituents (i.e., SILTY GRAVEL with a little sand)
GEOLABS, INC.
Geotechnical Engineering
B-002
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04/07/21
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17263753
ROCK DESCRIPTIONS
BRECCIA
CLINKER
COBBLES
CORAL
BASALT
ROCK DESCRIPTION SYSTEM
Rock shows no sign of discoloration or loss of strength.
Slight discoloration inwards from open fractures.
Discoloration throughout and noticeably weakened though not able to break by hand.
Most minerals decomposed with some corestones present in residual soil mass. Can be broken by hand.
Saprolite. Mineral residue completely decomposed to soil but fabric and structure preserved.
ROCK FRACTURE CHARACTERISTICS
DEGREE OF WEATHERING
HARDNESS
BOULDERS
VOID/CAVITY
TUFF
SILTSTONE
LIMESTONE
FINGER CORAL
Unweathered:
Slightly Weathered:
Moderately Weathered:
Highly Weathered:
Extremely Weathered:
Very Hard:
Hard:
Medium Hard:
Soft:
Very Soft:
SANDSTONE
Massive:
Slightly Fractured:
Moderately Fractured:
Closely Fractured:
Severely Fractured:
Rock Log Legend
Greater than 600 millimeters apart
300 to 600 millimeters apart
150 to 300 millimeters apart
75 to 150 millimeters apart
Less than 75 millimeters apart
Specimen breaks with difficulty after several "pinging" hammer blows.
Example: Dense, fine grain volcanic rock
Specimen breaks with some difficulty after several hammer blows.
Example: Vesicular, vugular, coarse-grained rock
Specimen can be broked by one hammer blow. Cannot be scraped by knife. SPT may penetrate by ~25 blows per 25 millimeters with bounce.
Example: Porous rock such as clinker, cinder, and coral reef
Can be indented by one hammer blow. Can be scraped or peeled by knife. SPT can penetrate by ~100 blows per 300 millimeters.
Example: Weathered rock, chalk-like coral reef
Crumbles under hammer blow. Can be peeled and carved by knife. Can be indented by finger pressure.
Example: Saprolite
GEOLABS, INC.
Geotechnical Engineering
B-003
Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
04/07/21
EVAN MIZUE
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MAKALAPA, HAWAII
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JC
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KH
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BT
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FINEGAYAN, GUAM
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17263754
A-105 B3
A-102 B3
A-109 C4
A-104 A3
A-110 C1
A-101 A1
0 100' 200'
SCALE: 1" = 100'-0"
NOTE: BORINGS ARE PENDING DUE TO DELAYS
FOR ACCESS TO THE SITE AND THE PANDEMIC.
Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
04/07/21
EVAN MIZUE
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MAKALAPA, HAWAII
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JC
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KH
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BT
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FINEGAYAN, GUAM
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BORING LOCATION PLAN
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17263755
BORINGS ARE PENDING DUE TO DELAYS FOR
ACCESS TO THE SITE AND THE PANDEMIC
B-701
Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
04/07/21
EVAN MIZUE
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DM
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CHIEF ENG
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FIRE PROTECTION
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IF SHEET IS LESS THAN 22" X 34" REDUCED PRINT. USE GRAPHIC SCALES
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NAVFAC PACIFIC
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MAKALAPA, HAWAII
AutoCAD SHX Text
NAVFAC PACIFIC
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JC
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KH
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BT
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FINEGAYAN, GUAM
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US NAVSUPPACT MCB GUAM
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FY21 MCON PROJECT P-803
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INDIVIDUAL COMBAT SKILLS TRAINING
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BORING LOGS - 1
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17263756
B-702
Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
04/07/21
EVAN MIZUE
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DM
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CHIEF ENG
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FIRE PROTECTION
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IF SHEET IS LESS THAN 22" X 34" REDUCED PRINT. USE GRAPHIC SCALES
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NAVFAC PACIFIC
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MAKALAPA, HAWAII
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NAVFAC PACIFIC
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JC
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KH
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BT
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FINEGAYAN, GUAM
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US NAVSUPPACT MCB GUAM
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FY21 MCON PROJECT P-803
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INDIVIDUAL COMBAT SKILLS TRAINING
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BORING LOGS - 2
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17263757
B-703
Approved by:
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DPRI MILCON Planner, via Email Date: 4/6/21
04/07/21
EVAN MIZUE
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DEPARTMENT OF THE NAVY
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AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
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DESCRIPTION
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DATE
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DES
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DRW
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REV
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NAVAL FACILITIES ENGINEERING COMMAND
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DM
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BRANCH MANAGER
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CHIEF ENG
AutoCAD SHX Text
FIRE PROTECTION
AutoCAD SHX Text
IF SHEET IS LESS THAN 22" X 34" REDUCED PRINT. USE GRAPHIC SCALES
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NAVFAC PACIFIC
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MAKALAPA, HAWAII
AutoCAD SHX Text
NAVFAC PACIFIC
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JC
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KH
AutoCAD SHX Text
BT
AutoCAD SHX Text
FINEGAYAN, GUAM
AutoCAD SHX Text
US NAVSUPPACT MCB GUAM
AutoCAD SHX Text
FY21 MCON PROJECT P-803
AutoCAD SHX Text
INDIVIDUAL COMBAT SKILLS TRAINING
AutoCAD SHX Text 1619790
AutoCAD SHX Text N62742-17-D-0006
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LICENSE EXPIRATION DATE: 04/30/22
AutoCAD SHX Text
BORING LOGS - 3
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17263758
B-704
Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
04/07/21
EVAN MIZUE
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AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
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DATE
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DES
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REV
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DM
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BRANCH MANAGER
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CHIEF ENG
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FIRE PROTECTION
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IF SHEET IS LESS THAN 22" X 34" REDUCED PRINT. USE GRAPHIC SCALES
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NAVFAC PACIFIC
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MAKALAPA, HAWAII
AutoCAD SHX Text
NAVFAC PACIFIC
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JC
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KH
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BT
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FINEGAYAN, GUAM
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US NAVSUPPACT MCB GUAM
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INDIVIDUAL COMBAT SKILLS TRAINING
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AutoCAD SHX Text
BORING LOGS - 4
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17263759
B-705
Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
04/07/21
EVAN MIZUE
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AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
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DESCRIPTION
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DATE
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DES
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DRW
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REV
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DM
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BRANCH MANAGER
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CHIEF ENG
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FIRE PROTECTION
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IF SHEET IS LESS THAN 22" X 34" REDUCED PRINT. USE GRAPHIC SCALES
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NAVFAC PACIFIC
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MAKALAPA, HAWAII
AutoCAD SHX Text
NAVFAC PACIFIC
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JC
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KH
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BT
AutoCAD SHX Text
FINEGAYAN, GUAM
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US NAVSUPPACT MCB GUAM
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BORING LOGS - 5
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17263760
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
N
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C-002
Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
FA
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FY
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C-003
Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
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SCALE: NTS
OVERALL EXSTING CONDITION PLAN
C-100
Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
SS
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KEYMAP
SCALE: NTS
HORIZONTAL CONTROL PLAN
80' 160'0
C-101
Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
SAN
SAN
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SCALE: NTS
OVERALL DEMOLITION PLAN
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Approved by:
A. Febuary, MARFORPAC.
DPRI MILCON Planner, via Email Date: 4/6/21
SAN
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