AMD_0002_P-870_Drawings.pdf
PDF 5 MB Posted
- Solicitation number
- N6274224R1313
About this file
This document consists of drawings related to a federal contract opportunity for the construction of training facilities to support the 9th Engineering Support Battalion at the Guam Marine Corps Base. The drawings provide detailed information on the boring logs and site plans for the proposed project, including electrical, telecommunications, and plumbing details.
The related federal contract opportunity is Solicitation Number N6274224R1313 for the "FY24 MCON P-870 9TH ENGINEERING SUPPORT BATTALION (ESB) TRAINING COMPLEX, US NAVSUPPACT, MARINE CORPS BASE GUAM". The scope of work includes constructing training facilities such as a medium-heavy equipment training area, water supply training area, and bulk fuel training area. The facilities will be constructed of concrete with slab-on-grade foundations, reinforced concrete roofing, windows, mechanical, plumbing, and electrical systems.
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B-001
AS NOTED
BORING LOGS LEGEND:
- SAMPLE LOST DURING EXTRACTION
- 3.3-INCH OUTSIDE DIAMETER SPLIT-BARREL SAMPLER
- DISTURBED SAMPLE (3.3-INCH O.D.)
DRIVING ENERGY: 140-LB. DROPPING 30 INCHES
- 2-INCH OUTSIDE DIAMETER STANDARD PENETRATION TEST
SPLIT-SPOON SAMPLER
NOTES:
THE LOGS OF BORINGS INDICATE THE SUBSURFACE AND GROUNDWATER
CONDITIONS ENCOUNTERED ONLY AT THE LOCATIONS WHERE THE BORINGS
WERE DRILLED AND AT THE TIMES DESIGNATED ON THE LOGS, AND MAY NOT
REPRESENT CONDITIONS AT OTHER LOCATIONS OR AT OTHER TIMES.
SUBSURFACE AND GROUNDWATER CONDITIONS MAY DIFFER FROM THE LOGS
DUE TO THE PASSAGE OF TIME, IMPROVEMENTS CONSTRUCTED AT THE SITE,
CHANGES IN SURFACE DRAINAGE AND IRRIGATION PATTERNS, AND OTHER
CHANGES.
THE BORING LOGS ARE FURNISHED FOR THE CONVENIENCE OF THE BIDDER. NO
ASSURANCE IS GIVEN THAT THE SUBSURFACE OR GROUNDWATER CONDITIONS
SHOWN ON THE BORING LOGS ARE REPRESENTATIVE OF THE CONDITIONS TO BE
ENCOUNTERED DURING CONSTRUCTION. THE BIDDER IS SOLELY RESPONSIBLE
FOR ALL ASSUMPTIONS, DEDUCTIONS, OR CONCLUSIONS WHICH HE MAY MAKE
OR DERIVE FROM HIS EXAMINATION OF THE SUBSURFACE INFORMATION AND
DATA FURNISHED HEREIN.
THE BLOW COUNTS FOR 3.3-INCH DIAMETER SPLIT BARREL SAMPLER REPRESENT
ACTUAL BLOW COUNTS FOR THE LAST 12 INCHES OF PENETRATION AND HAVE
NOT BEEN CONVERTED TO EQUIVALENT SPT-N VALUES.
A. DEGREE OF WEATHERING
THE FOLLOWING TERMS DESCRIBE THE CHEMICAL WEATHERING OF A ROCK:
FRESH: NO VISIBLE SIGN OF DECOMPOSITION OR DISCOLORATION. RINGS UNDER HAMMER IMPACT.
SLIGHTLY WEATHERED: SLIGHT DISCOLORATION INWARDS FROM OPEN FRACTURES, OTHERWISE SIMILAR
TO FRESH.
MODERATELY WEATHERED: DISCOLORATION THROUGHOUT. WEAKER MINERALS SUCH AS FELDSPAR
DECOMPOSED. STRENGTH SOMEWHAT LESS THAN FRESH ROCK BUT CORES
CANNOT BE BROKEN BY HAND OR SCRAPED BY KNIFE. TEXTURE PRESERVED.
HIGHLY WEATHERED: MOST MINERALS SOMEWHAT DECOMPOSED. SPECIMENS CAN BE BROKEN BY HAND
WITH EFFORT OR SHAVED WITH KNIFE. CORE STONES PRESENT IN
ROCK MASS. TEXTURE BECOMING INDISTINCT BUT FABRIC PRESERVED.
COMPLETELY WEATHERED: MINERALS DECOMPOSED TO SOIL BUT FABRIC AND STRUCTURE PRESERVED
(SAPROLITE). SPECIMENS EASILY CRUMBLED OR PENETRATED.
RESIDUAL SOIL: ADVANCED STATE OF DECOMPOSITION RESULTING IN PLASTIC SOILS. ROCK FABRIC AND
STRUCTURE COMPLETELY DESTROYED. LARGE VOLUME CHANGE
RELATIVE TO FRESH ROCK.
B. HARDNESS
THE FOLLOWING TERMS DESCRIBE THE RESISTANCE OF A ROCK TO INDENTATION OR SCRATCHING:
VERY SOFT: CAN BE PEELED WITH A KNIFE, MATERIAL CRUMBLES UNDER FIRM BLOWS WITH THE SHARP
END OF A GEOLOGIC PICK.
SOFT: CAN JUST BE SCRAPED WITH A KNIFE, INDENTATIONS OF 2 TO 4 MM WITH FIRM BLOWS OF THE PICK
POINT.
MEDIUM HARD: CANNOT BE SCRAPED OR PEELED WITH A KNIFE BUT CAN BE SCRATCHED WITH KNIFE
POINT. HAND HELD SPECIMEN BREAKS WITH FIRM BLOWS OF THE PICK.
HARD: DIFFICULT TO SCRATCH WITH KNIFE POINT, CANNOT BREAK HAND HELD SPECIMEN.
VERY HARD: CANNOT BE SCRATCHED WITH POCKET KNIFE.
C. ROCK FRACTURE CHARACTERISTICS
THE FOLLOWING TERMS DESCRIBE GENERAL FRACTURE SPACING OF A ROCK:
CRUSHED: LESS THAN 5 MICRONS (MECHANICAL CLAY) TO 0.05 FOOT.
INTENSELY FRACTURED: 0.05 TO 0.1 FOOT (CONTAINS NO CLAY).
HIGHLY FRACTURED: 0.1 TO 0.5 FEET.
MODERATELY FRACTURED: 0.5 TO 1.0 FEET
OCCASIONALLY FRACTURED: 1.0 TO 3.0 FEET
SLIGHTLY FRACTURED: GREATER THAN 3.0 FEET.
BASALT
BOULDERS
COBBLES
BRECCIA
CLAYSTONE
SILTSTONE
SANDSTONE
TUFF
CORAL
(TYPE I)
CORAL (TYPE
II)
CORAL (TYPE
III)
CLINKER
VOID /
CAVITY
GRAPHIC SYMBOLS
CONGLOMERATE
Rock Description System
CINDER
D. CEMENTATION
WEAK: CRUMBLES OR BEAKS WITH HANDLING OR LITTLE
FINGER PRESSURE
MODERATE: CRUMBLES OR BREAKS WITH CONSIDERABLE
FINGER PRESSURE
STRONG: WILL NOT CRUMBLE OR BREAK WITH FINGER
PRESSURE
LIMESTONE
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A. DEGREE OF WEATHERING
THE FOLLOWING TERMS DESCRIBE THE CHEMICAL WEATHERING OF A ROCK:
FRESH: NO VISIBLE SIGN OF DECOMPOSITION OR DISCOLORATION. RINGS UNDER HAMMER IMPACT.
SLIGHTLY WEATHERED: SLIGHT DISCOLORATION INWARDS FROM OPEN FRACTURES, OTHERWISE SIMILAR TO FRESH.
MODERATELY WEATHERED: DISCOLORATION THROUGHOUT. WEAKER MINERALS SUCH AS FELDSPAR DECOMPOSED. STRENGTH
SOMEWHAT LESS THAN FRESH ROCK BUT CORES
CANNOT BE BROKEN BY HAND OR SCRAPED BY KNIFE. TEXTURE PRESERVED.
HIGHLY WEATHERED: MOST MINERALS SOMEWHAT DECOMPOSED. SPECIMENS CAN BE BROKEN BY HAND WITH EFFORT OR SHAVED
WITH KNIFE. CORE STONES PRESENT IN
ROCK MASS. TEXTURE BECOMING INDISTINCT BUT FABRIC PRESERVED.
COMPLETELY WEATHERED: MINERALS DECOMPOSED TO SOIL BUT FABRIC AND STRUCTURE PRESERVED (SAPROLITE). SPECIMENS
EASILY CRUMBLED OR PENETRATED.
RESIDUAL SOIL: ADVANCED STATE OF DECOMPOSITION RESULTING IN PLASTIC SOILS. ROCK FABRIC AND STRUCTURE COMPLETELY
DESTROYED. LARGE VOLUME CHANGE
RELATIVE TO FRESH ROCK.
B. HARDNESS
THE FOLLOWING TERMS DESCRIBE THE RESISTANCE OF A ROCK TO INDENTATION OR SCRATCHING:
VERY SOFT: CAN BE PEELED WITH A KNIFE, MATERIAL CRUMBLES UNDER FIRM BLOWS WITH THE SHARP END OF A GEOLOGIC PICK.
SOFT: CAN JUST BE SCRAPED WITH A KNIFE, INDENTATIONS OF 2 TO 4 MM WITH FIRM BLOWS OF THE PICK POINT.
MEDIUM HARD: CANNOT BE SCRAPED OR PEELED WITH A KNIFE BUT CAN BE SCRATCHED WITH KNIFE POINT. HAND HELD SPECIMEN
BREAKS WITH FIRM BLOWS OF THE PICK.
HARD: DIFFICULT TO SCRATCH WITH KNIFE POINT, CANNOT BREAK HAND HELD SPECIMEN.
VERY HARD: CANNOT BE SCRATCHED WITH POCKET KNIFE.
C. ROCK FRACTURE CHARACTERISTICS
THE FOLLOWING TERMS DESCRIBE GENERAL FRACTURE SPACING OF A ROCK:
CRUSHED: LESS THAN 5 MICRONS (MECHANICAL CLAY) TO 0.05 FOOT.
INTENSELY FRACTURED: 0.05 TO 0.1 FOOT (CONTAINS NO CLAY).
HIGHLY FRACTURED: 0.1 TO 0.5 FEET.
MODERATELY FRACTURED: 0.5 TO 1.0 FEET
OCCASIONALLY FRACTURED: 1.0 TO 3.0 FEET
SLIGHTLY FRACTURED: GREATER THAN 3.0 FEET.
BASALT
BOULDERS
COBBLES
BRECCIA
CLAYSTONE
SILTSTONE
SANDSTONE
TUFF
CORAL (TYPE I)
CORAL (TYPE II)
CORAL (TYPE III)
CLINKER
VOID / CAVITY
GRAPHIC SYMBOLS
CONGLOMERATE
Rock Description System
CINDER
D. CEMENTATION
WEAK: CRUMBLES OR BEAKS WITH HANDLING OR LITTLE FINGER PRESSURE
MODERATE: CRUMBLES OR BREAKS WITH CONSIDERABLE FINGER PRESSURE
STRONG: WILL NOT CRUMBLE OR BREAK WITH FINGER PRESSURE
LIMESTONE
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
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FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
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B-701
AS NOTED
1. SEE SHEET V-001 FOR BORING LOCATIONS.
2. INFORMATION PROVIDED IN DRAWINGS B-701 THROUGH B-704
ARE BASED ON THE FINAL GEOTECHNICAL CONSULTATION
REPORT FOR P-870 9TH ENGINEERING SUPPORT BATTALION (ESB)
TRAINING COMPLEX, DATED JANUARY 8, 2024 BY PACIFIC
GEOTECHNICAL ENGINEERS, INC.
NOTES:
U.S .A
.HAWA I I
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DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
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FIRE PROTECTION
N
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DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGAMD 0002 - 22 MARCH 2024
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17312260
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B-702
AS NOTED
1. SEE SHEET V-001 FOR BORING LOCATIONS.
2. INFORMATION PROVIDED IN DRAWINGS B-701 THROUGH B-704
ARE BASED ON THE FINAL GEOTECHNICAL CONSULTATION
REPORT FOR P-870 9TH ENGINEERING SUPPORT BATTALION (ESB)
TRAINING COMPLEX, DATED JANUARY 8, 2024 BY PACIFIC
GEOTECHNICAL ENGINEERS, INC.
NOTES:
U.S .A
.HAWA I I
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P A
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DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
FA
C
P
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DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGAMD 0002 - 22 MARCH 2024
G U
AM
M
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IN
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B
AS
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AM
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LO
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4)
B-703
AS NOTED
1. SEE SHEET V-001 FOR BORING LOCATIONS.
2. INFORMATION PROVIDED IN DRAWINGS B-701 THROUGH B-704
ARE BASED ON THE FINAL GEOTECHNICAL CONSULTATION
REPORT FOR P-870 9TH ENGINEERING SUPPORT BATTALION (ESB)
TRAINING COMPLEX, DATED JANUARY 8, 2024 BY PACIFIC
GEOTECHNICAL ENGINEERS, INC.
NOTES:
U.S .A
.HAWA I I
ST
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P A
ND
LE
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CO
RR
EC
TIO
N 3/2
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GY
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DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
FA
C
P
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IF
IC
FY
M
CO
N P -87
0 9
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RIN
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UP
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UA
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DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGAMD 0002 - 22 MARCH 2024
G U
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M
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IN
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B
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LE
GE
ND
C
OR
RE
CT
IO
N 3/2
2/2
17312262
BO
RI
NG
LO
G (4
O F
4)
B-704
AS NOTED
1. SEE SHEET V-001 FOR BORING LOCATIONS.
2. INFORMATION PROVIDED IN DRAWINGS B-701 THROUGH B-704
ARE BASED ON THE FINAL GEOTECHNICAL CONSULTATION
REPORT FOR P-870 9TH ENGINEERING SUPPORT BATTALION (ESB)
TRAINING COMPLEX, DATED JANUARY 8, 2024 BY PACIFIC
GEOTECHNICAL ENGINEERS, INC.
NOTES:
U.S .A
.HAWA I I
ST
AM
P A
ND
LE
GE
ND
CO
RR
EC
TIO
N 3/2
2/2
GY
C O
M M
C O
M M
COMM COMM COMM COMM
X
X X X X X X X X X X
FI
RE
LA
NE
NO
P
AR
KI
NG
FI
RE
LA
NE
NO
P
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KI
NG
FI
RE
LA
NE
NO
P
AR
KI
NG
FIRE LANE - NO PARKING FIRE LANE - NO PARKING
FIR
E L
AN
E -
NO
PA
RK
ING
X X
X X
X
X X
X X
X X
X X
X X
X X
X X
X X X X X
X
SAN SAN SAN SAN
SA
N
SA
N
SA
N
SANSAN
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
SD SD
SD
SD
SD SD
SD SD
SD
SD
SD
SD
SD
A2 SCALE: 1"=40'-0"
ELECTRICAL SITE PLAN (OPTION 1)
EL
EC
TR
IC
AL
S
IT
E
PL
AN
E-101
PAD MOUNTED SWITCHGEAR
(SW P575-14A)
PAD MOUNTED TRANSFORMER
GENERAL NOTES:
LIGHT LINES INDICATE EXISTING.
HEAVY LINES INDICATE NEW.
BLEACHER. FOR ENLARGED PLANS
SEE DETAILS AND .C1
E-401
TO BLEACHER (LIGHT
AND RECEPTACLE)
C4 E-401
HEAD. FOR ENLARGED PLANS
SEE DETAILS AND .A1
E-401 A4
E-401
CT CABINET
MH P575-14C
CONNECT TO
SW P575-14 SPARE
STUBOUT
FI
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N
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SHEET
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AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
FA
C
P
AC
IF
IC
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGAMD 0002 - 22 MARCH 2024
G U
AM
M
AR
IN
E C
O R
PS
B
AS
E, C
AM
P
BL
AZ
KS/AK
SK
JCC
1737354
RR NP AM
JS
FY
M
CO
N P-
TH
E
NG
IN
EE
RI
NG
S
UP
PO
RT
B
AT
TA
LIO
N (E
SB
TR
AI
NI
NG
C
OM
PL
EX
, U S
NA
VS
UP
PA
CT
, M
AR
IN
E
CO
RP
S
BA
SE
G
UA
M
PANEL "P870"
MH P575-14A
MH P580-14
80'40'0
1" = 40'
AMI ELECTRICAL METER
NOTES:
1 INSTALL INSIDE ICS WATER METER ICS ENCLOSURE.
FOR ELEVATION DETAIL SEE A3
E-503
2 INSTALL INSIDE ICS WATER METER ICS ENCLOSURE.
FOR ELEVATION DETAIL SEE A4
E-503
3 INSTALL INSIDE ICS ELECTRIC METER ICS ENCLOSURE.
FOR ELEVATION DETAIL SEE A1
E-503
2P870-16
3P870-12
1P870-14
S SP
S
S
P SP
SEE SHEET E-601 ONE LINE
DIAGRAM FOR CONDUIT WIRE SIZES
AND QUANTITIES.
FOR DUCT SECTION DETAIL SEE .3 C4
E-501
NORTH
PLAN
17312373
PAD MOUNTED SWITCHGEAR AND
TRANSFORMER ENCLOSURE. SEE
FOR DETAIL.
C1 E-503
MARKER STUBOUT. SEE
FOR DETAIL, TYPICAL.
A2 E-501
MH P575-14B
MH P575-14
MH P573-14
SW P575-14
MH P575A-22
ST P575A-22
CLASS I, DIVISION 1: ENTIRE FUEL PAD AND AREA
WITHIN FIVE FEET AROUND THE FUEL PAD.
CLASS I, DIVISION 2: AREA BETWEEN FIVE FEET
AND TEN FEET
ENSURE THE ENTIRE INSTALLATION IS LOCATED OUTSIDE THE
FOOTPRINT OF THE HAZARDOUS CLASSIFICATION.
HA
ZA
RD
Z
ON
E
CL
AR
IF
IC
AT
IO
N
3/
/2
AV
M
X
X X X X X X X X X X
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LA
NE
NO
P
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KI
NG
FI
RE
LA
NE
NO
P
AR
KI
NG
FI
RE
LA
NE
NO
P
AR
KI
NG
FIRE LANE - NO PARKING FIRE LANE - NO PARKING
FIR
E L
AN
E -
NO
PA
RK
ING
X X
X X
X
X X
X X
X X
X X
X X
X X
X X
X X X X X
X C
O M
M C
O M
M
COMM COMM COMM COMM
ICS
AMI
VA
C C
ICS
AMIVA
SAN SAN SAN SAN
SA
N
SA
N
SA
N
SANSAN
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
SD SD
SD
SD
SD SD
SD SD
SD
SD
SD
SD
SD
C
ICS
AMI
ICS
AMI
VA
VA
C
C
C
C C
A2 SCALE: 1"=40'-0"
TELECOMMUNICATIONS SITE PLAN (OPTION 1)
TE
LE
C O
M M
U N
IC
AT
IO
N
S
SI
TE
P
LA
N
T-101
TMH-518-2-5A
T T
T
T T
HEAD
SEE FOR ENLARGED PLAN.A1
T-401
BLEACHER.
SEE FOR ENLARGED PLAN.C1
T-401
TO EXTERIOR
TELECOM ENCLOSURE
TO EXTERIOR TELECOM OSP CABINET
80'40'0
1" = 40'
FI
LE
N
AM
E:
P
:\1 1-
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\11
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B
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B
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
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S
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G
IN
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IN
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M
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D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
FA
C
P
AC
IF
IC
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGAMD 0002 - 22 MARCH 2024
G U
AM
M
AR
IN
E C
O R
PS
B
AS
E, C
AM
P
BL
AZ
KS/AK
SK
JCC
1737354
RR NP AM
JS
FY
M
CO
N P-
TH
E
NG
IN
EE
RI
NG
S
UP
PO
RT
B
AT
TA
LIO
N (E
SB
TR
AI
NI
NG
C
OM
PL
EX
, U S
NA
VS
UP
PA
CT
, M
AR
IN
E
CO
RP
S
BA
SE
G
UA
M
TMH-518-2-5C
VENDOR ACCESS PORT
ICS ENCLOSURE (AMI ELECTRIC
METER)
TMH-518-2-5B
TMH-518-2-5D
NOTES:
1 ICS ENCLOSURE (AMI WATER METER). SEE DETAIL .A3
T-602
2 ICS ENCLOSURE (AMI WATER METER). SEE DETAIL .A4
T-602
T
T D1
GENERAL NOTES:
FOR DUCT SECTION DETAIL, SEE SHEET .1 C2
T-502
SEE SHEET T-601 FOR PATHWAY AND CABLING DIAGRAM
FOR ADDITIONAL REQUIREMENTS.
NORTH
PLAN
17312386
D1
T T D2
D1
D2 D2
(E) TMH-518-2-5
211020R
12-31-24
CONNECT TO EXISTING
STUBOUT FROM
EXISTING TMH-518-2-5
CLASS I, DIVISION 1: ENTIRE FUEL PAD AND AREA
WITHIN FIVE FEET AROUND THE FUEL PAD.
CLASS I, DIVISION 2: AREA BETWEEN FIVE FEET
AND TEN FEET
3 ENSURE THE ENTIRE INSTALLATION IS LOCATED OUTSIDE THE
FOOTPRINT OF THE HAZARDOUS CLASSIFICATION.
HA
ZA
RD
Z
ON
E
CL
AR
IF
IC
AT
IO
N 3/
/2
AV
M
| B-001 - BORING LEGEND AND NOTES |
| B-701 - BORING LOG (1 OF 4) |
| B-702 - BORING LOG (2 OF 4) |
| B-703 - BORING LOG (3 OF 4) |
| B-704 - BORING LOG (4 OF 4) |
| M-401 - BLEACHERS AND HEAD: PLUMBING FLOOR PLAN AND ROOF PLAN |
| M-901 - FUEL AREA AND HEAD PIPING DIAGRAMS, EQUIPMENT SCHEDULE |
| E-101 - ELECTRICAL SITE PLAN |
| T-101 - TELECOMMUNICATIONS SITE PLAN |
File details come from the government source that posted it. Updated .