A.2.11.3 W9128A22R0016 Am-0005 Drawings.pdf
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- Solicitation number
- W9128A22R0016
About this file
This announcement is a solicitation notice for a firm-fixed-price construction contract valued between $50-100 million to renovate and repair Building 300 for the Multi-Domain Task Force #3 at Helemano Military Reservation in Hawaii. The U.S. Army Corps of Engineers, Honolulu District will issue the solicitation to renovate the building for a new Brigade Headquarters and Secure Operations Facility. Renovation work will include installing a new elevator, UPS, emergency generator, extending utilities, adding communications infrastructure, improving the site with lighting, grading, parking, fencing and landscaping. The project is a 912 calendar day design-bid-build acquisition awarded under best value using lowest priced technically acceptable evaluation factors of experience, past performance, technical approach and price. Offerors must register in the System for Award Management and check the website for solicitation changes and business opportunities.
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PAALAA UKA P UPUK E A ROAD
ANDRADE ROAD
ANDRADE ROAD
300A
2039 2037 20352033
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DSDS
DSDS
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MOTOR POOL
SERVIC
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EMBER
SUPPORT C
ENTER
FIRE
STATION
PMO/CCO
CDC
P A A L A A U K A P U P U K E A R O A D
A N D R A D E R O A D
A N D R A D E R O A D
HIHI CT
IUKA CT
P A
A L A
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KAI EHU CT
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300A
SMSC PARKING
SMSC PKG
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2102 2104
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2130 2132
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PROJECT LOCATION
PAALAA UKA PUPUKEA RD
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WAIANAE
NORTH SHORE
WAIPAHU
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PROJECT LOCATION
HELEMANO
US Army Corps of Engineers ®
SHEET ID
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US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
VOLUME:
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HONOLULU DISTRICT
W9128A21F0031
W9128A-19-D-0011
AUGUST 2022
HELEMANO MILITARY RESERVATION,
OAHU, HI
RY006490J
FY22 MDTF #3 BUILDING 300
PROJECT TEAM
ARCHITECT: AHL
STRUCTURAL: JACOBS
FIRE PROTECTION: JACOBS
CIVIL: JACOBS
MECHANICAL: JACOBS
PLUMBING: JACOBS
GEOTECHNICAL: MFA
COST ESTIMATOR: JUNO
TELECOMMUNICATIONS: JACOBS
ELECTRICAL: JACOBS
SURVEYOR: CPS
HAZMAT: MHN
SUSTAINABILITY: JACOBS
Controlled by: CEPOH Controlled by: CEPOH CUI Category(ies): DEFENSE Limited Dissemination Control: FEDCON
POC: CEPOH, (808) 835-4629
LOCATION MAP SITE PLAN
SCALE: NTS
SCALE: NTS SCALE: NTS
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NORTH
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NORTH
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HAUL ROUTE
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SECTION C SECTION B SECTION A
MIDDLE WING EAST WING
D.7
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LEGEND
PHASE 1 WORK
PHASE 2 WORK (TELECOM RM B114 AND ELECTRICAL RM 119)
PHASE 3 WORK
PHASE 1 AND 3 WORK
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SECTION C SECTION B SECTION A
MIDDLE WING EAST WING
US Army Corps of Engineers ®
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1" = 30'-0"A4
OVERALL PHASE 1 PLAN
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PLAN
NORTH
0 15' 30' 60'
0 15' 30' 60'
1" = 30'-0"H4
OVERALL PHASE 3 PLAN
GENERAL SHEET NOTES
OVERALL GENERAL PHASING NOTES
1. SEE CIVIL, LANDSCAPE, STRUCTURAL, ARCHITECTURAL, INTERIORS, FIRE
PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, AND TELECOM FOR
ADDITIONAL INFORMATION.
2. PHASE 1 TO BE COMPLETED PRIOR TO THE START OF PHASE 3.
3. CONSTRUCT PHASE 2, TELECOM RM B114 AND ELECTRICAL RM 119, TO
COMPLETE PHASE 1, INCLUDING TESTING AND COMMISSIONING.
4. SEE SECTION 00 72 00, FAR 52.211-10.
5. SEE GS104 FOR OVERALL SITE WORK PHASING PLAN.
6. SEE GS105 FOR PHASE 1 AND 2 BUILDING PLAN.
7. SEE GS106 FOR PHASE 3 BUILDING PLAN.
8. SEE M-002 AND P-001 FOR MECHANICAL/PLUMBING PHASING NOTES.
9. SEE ED601, ED602, E-602, E-603, AND E-604 FOR ADDITIONAL ELECTRICAL
PHASING NOTES.
10. ALL ELECTRICAL AND TELECOMMUNICATION DEMOLITION AND NEW WORK IN
THE MIDDLE WING AND EAST WING BUILDINGS MUST BE DONE IN PHASE 1.
11. ALL ELECTRICAL AND TELECOMMUNICATION DEMOLITION AND NEW WORK IN
THE MAIN BUILDING MUST BE DONE IN PHASE 3, WITH EXCEPTION OF PHASE 2.
FIRE PROTECTION PHASING NOTES:
1. USERS TO MAINTAIN FIRE WATCH THROUGHOUT CONTRUCTION AND
COMMISSIONING PHASE OF THE PROJECT.
2. PHASE 1 FIRE ALARM: EAST WING AND MIDDLE WING BUILDINGS.
A. EAST WING AND MIDDLE WING PROVIDE 3/4 INCH STUB-OUTS FOR
FUTURE CONNECTION TO PHASE 3 AREA.
B. PROVIDE FIRE ALARM/MASS NOTIFICATION DEVICES AND ALL RELATED
APPARATUSES TO PHASE 1 AREA. FIRE ALARM/MASS NOTIFICATION
SUBPANEL WILL BE CONNECTED AT END OF PHASE 3 CONSTRUCTION.
3. PHASE 3 FIRE ALARM: MAIN BUILDING.
A. PROVIDE FIRE ALARM/MASS NOTIFICATION DEVICE AND ALL RELATED
APPARATUSES TO PHASE 3 AREA. CONNECT PHASE 1 AND PHASE 3
AREAS.
B. COORDINATE COMMISSIONING OF THE COMPLETE FIRE ALARM/MASS
NOTIFICATION SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS
SECTION 28 31 76.
4. PHASE 1 FIRE SPRINKLER: EAST WING, MIDDLE WING, AND BASEMENT ROOM
FP B105.
A. EAST WING AND MIDDLE WING PROVIDE 4 INCH STUB-OUTS FOR
FUTURE CONNECTION TO PHASE 3 AREA.
B. PROVIDE FIRE SPRINKLERS FIRE SPRINKLER PIPING, AND ALL RELATED
APPARATUSES TO PHASE 1 AREA. FIRE PROTECTION STUBOUT WILL BE
CONNECTED AT END OF PHASE 3 CONSTRUCTION.
C. BASEMENT ROOM FP B105 PROVIDE 6 INCH STUB-OUT FOR FUTURE
FIRE SPRINKLER RISER CONNECTION TO PHASE 3 AREA.
5. PHASE 3 FIRE SPRINKLER: MAIN BUILDING.
A. PROVIDE FIRE SPRINKLERS, FIRE SPRINKLER PIPING, AND ALL RELATED
APPARATUSES TO PHASE 3 AREA. CONNECT PHASE 1 AND PHASE 3
AREAS.
B. COORDINATE COMMISSIONING OF THE COMPLETE FIRE SPRINKLER
SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS SECTION 21 13 13.
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ROOF LINE
STEPS
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ANDRADE R
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PAALAA UKA PUPUKEA ROAD
PAALAA UKA PUPUKEA ROAD
K E
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ANDRADE ROAD
ELEC
ELEC
DN
MIDDLE WING
EAST WING
BUILDING 300
25 PARKING STALLS
FOR CONTRACTOR
LEGEND
PHASE 1 WORK
PHASE 2 WORK (TELECOM RM B114 AND ELECTRICAL RM 119)
PHASE 3 WORK
PHASE 1 AND 3 WORK
US Army Corps of Engineers ®
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1" = 50'-0"A1
OVERALL SITE PHASING PLAN
0 25' 50' 100'
GENERAL SHEET NOTES
CIVIL DEMOLITION PHASING PLAN NOTES:
PHASE 1
1. SITE PREPARATION (CLEARING AND GRUBBING, INCLUDES TREE REMOVAL)
INCLUDES TSVA PARKING LOT AREA, DRIVEWAY CONNECTION, SELECT
PERIMETER SIDEWALKS DEMOLITION, WATER METER AND BACKFLOW
PREVENTER SITES, GENERATOR AND TRANSFORMER PADS, AND MECHANICAL
YARD SITE INCLUDING FENCING/GATES WITH ASSOCIATED SIDEWALK.
2. TRENCHING OF UTILITIES: ELECTRICAL, TELECOM, POTABLE WATER LINES
INCLUDING WATER METER BOX, FIREWATER LINE AND APPURTENANCES, AND
STORM DRAIN LINES AND OUTFALL STRUCTURES.
3. TREE PROTECTION AS SHOWN MUST BE PROVIDED IN THIS PHASE.
4. COSA LOCATION AND CONTRACTOR POV PARKING.
PHASE 3
1. SITE PREPARATION (CLEARING AND GRUBBING) INCLUDES ABA RAMP SITE,
NORTH SIDEWALK PAVING SERVING THE MAIN BUILDING. TREE PREPARATION
AREAS SOUTH OF SITE AND NORTH OF MAIN BUILDING, AND MAIN BUILDING
SIGNAGE SITES.
2. COSA LOCATION AND CONTRACTOR POV PARKING CONTINUED IN PHASE 2.
CIVIL NEW WORK PHASING PLAN NOTES:
PHASE 1
1. SITE IMPROVEMENTS INCLUDES TSVA PARKING LOT AREA (INCLUDES FENCING
AND GATES), DRIVEWAY WITH CURB AND GUTTER, SELECT PERIMETER
SIDEWALKS, WATER METER AND BACKFLOW PREVENTER, GENERATOR AND
TRANSFORMER PADS WITH BOLLARDS, MECHANICAL YARD SITE WITH
ASSOCIATED SIDEWALK AND FENCING WITH GATES, DETENTION POND
EXCAVATION (INCLUDING RIPRAP CONSTRUCTION), AND UTILITY BOLLARDS.
2. TREE PROTECTION AS SHOWN MUST BE PROVIDED IN THIS PHASE.
3. COSA LOCATION AND CONTRACTOR POV PARKING.
4. UTILITIES TRENCHING ACTIVITIES REPLACEMENT OF PAVEMENT, AND GRADING
FOR ELECTRICAL, TELECOM, POTABLE WATER LINES INCLUDING WATER METER
BOX, FIREWATER LINE INCLUDING APPURTENANCES, AND STORM DRAIN LINES
AND OUTFALL STRUCTURES.
PHASE 3
1. SITE IMPROVEMENTS INCLUDES ABA RAMP SITE, NORTH SIDEWALK PAVING
SERVING THE MAIN BUILDING. TREE PLANTINGS (SEE LANDSCAPE SET) AREAS
SOUTH OF SITE AND NORTH OF MAIN BUILDING, AND MAIN BUILDING SIGNAGE
SITES.
LANDSCAPE NEW WORK PHASING PLAN NOTES:
PHASE 1
1. APPLICATION OF GROUND COVERS AFTER SITE IMPROVEMENT ACTIVITIES (E.G.
EXCAVATION, TRENCHING).
PHASE 3
1. TREE PLANTINGS SOUTH OF THE SITE AND NORTH OF THE MAIN BUILDING.
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PHASE 1: REINFORCE
FOUNDATION AND CONSTRUCT
SHEAR WALL ON ALL FLOORS
LEGEND
PHASE 1 WORK
PHASE 2 WORK (TELECOM RM B114 AND ELECTRICAL RM 119)
PHASE 3 WORK
PHASE 1 AND 3 WORK
101112131415C15D
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CONSTRUCT PHASE 2,
TELECOM RM B114, TO
COMPLETE PHASE 1
PHASE 1: REINFORCE
FOUNDATION
CONSTRUCT PHASE 2,
ELECTRICAL RM 119, TO
COMPLETE PHASE 1
BASEMENT FIRST FLOOR
1ST FLOOR
0' - 0"
2ND FLOOR
9' - 10"
3RD FLOOR
19' - 8"
ROOF
29' - 6"
MIDDLE WING FLOOR
-3' - 10 123/128"
ADOC
M103
CRAWL SPACE CRAWL SPACE
ARMS RM
SHARED CONF
1ST SGT
1ST SGT
SHARED CONF
(S3)
SHARED CONF
(S2)
PHASE 1: REINFORCE
FOUNDATION
PHASE 3: CONSTRUCT
SHEAR WALL ON ALL
FLOORS
1ST FLOOR
0' - 0"
2ND FLOOR
9' - 10"
3RD FLOOR
19' - 8"
ROOF
29' - 6"
SECURED VEST
E201
BRIDGE
CORRIDOR
200D
FIRES CONTROL
ELEMENT
FIRES LETHAL
EFFECTS
ELEMENT
S6
NBC STOR
BDE CMD OFFICE
PHASE 1: REINFORCE
FOUNDATION AND
CONSTRUCT SHEAR WALL
ON ALL FLOORS
US Army Corps of Engineers ®
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F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
J G
A N
O T
IS
I
C G
A Y
D O
S H
A H
L
C G
A Y
D O
S H
A U
G U
S T
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
O A
H U
H
I
R Y
J
1/16" = 1'-0"A11
EAST WING PHASE 1 PLAN
T R
U E
N
PLAN
NORTH
1/16" = 1'-0"A1
MIDDLE WING PHASE 1 PLAN
0 8' 16' 32' 0 8' 16' 32'
1/8" = 1'-0"K1
BUILDING SECTION - MIDDLE WING
1/8" = 1'-0"K9
BUILDING SECTION - EAST WING
0 4' 8' 16'0 4' 8' 16'
GENERAL SHEET NOTES
PHASE 1 BUILDING NOTES:
1. ALL WORK IN THE MIDDLE WING AND EAST WING BUILDINGS MUST BE
COMPLETED IN PHASE 1.
2. SEE STRUCTURAL FOR INTERFACE WORK BETWEEN MIDDLE WING BUILDING
AND MAIN BUILDING.
A. DEMO EXTERIOR CORRIDOR SLAB IN ORDER TO REACH FOUNDATION.
B. CONSTRUCT CORRIDOR SLAB AFTER REINFORCING OF THE
FOUNDATIONS.
3. SEE STRUCTURAL FOR INTERFACE WORK BETWEEN EAST WING BUILDING AND
MAIN BUILDING.
4. THE MAIN BUILDING WILL BE OCCUPIED WHILE REINFORCING FOUNDATION AND
CONSTRUCTING THE SHEAR WALLS NEAREST THE MIDDLE & EAST WING
BUILDINGS. COORDINATION WITH EXISTING USERS & AMPLE NOTIFICATION
REQUIRED.
A
M E
N D
M E
N T
J U
L Y
A
M E
N D
M E
N T
A
U G
FS
FD
FD
FS
FS
FD
FD
FS
FD
FD FD
FSFS FD FD FD
FD
FS
7 6 5 4 3 2 189A9B101112131415C15D16171819202122
D
E
F
M4M6M8M9 M2 M1M10
MA
MB
MC
MD
ME
MF
M5 M3M7
SECTION C SECTION B SECTION A
MIDDLE WING EAST WING
D.7
EB
EC
ED
EE
E1E3E4
EA
E2
LEGEND
PHASE 1 WORK
PHASE 2 WORK (TELECOM RM B114 AND ELECTRICAL RM 119)
PHASE 3 WORK
PHASE 1 AND 3 WORK
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
B
IM
/U
S H
I_ D
U
S A
C E
M
D T
F
B u ild in g
/R
Y J H
M R
B
L D
G D
M M
A I.
rv t
/8 /2
:1
:1
P M
GS106
P H
A S
E
B U
IL
D
IN
G
P L A
N
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
J G
A N
O T
IS
I
C G
A Y
D O
S H
A H
L
C G
A Y
D O
S H
A U
G U
S T
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
O A
H U
H
I
R Y
J
1" = 30'-0"A1
MAIN BUILDING PHASE 3 PLAN
GENERAL SHEET NOTES
PHASE 3 BUILDING NOTES:
1. ALL WORK IN MAIN BUILDING TO BE COMPLETED IN PHASE 3, WITH EXCEPTION
OF PHASE 2.
0 15' 30' 60'
A
M E
N D
M E
N T
J U
L Y
A
M E
N D
M E
N T
A
U G
X
X
X
X X X
X X
X
X X
X X
X
X
X
X
X
X
X
GAS
1-1/4
GAS
1-1/4
S
IG
N
CLF, H=6.5
GATE
SIGN
WV
TOP=1141.85
SIGN
SLB
WMH
TOP=1140.74
WM
P
O
S
T
W
V
CATV BOX
ELEC MH
TOP=1140.93
SCMH
TOP=1140.94
LP
D=5.5
H=45
TREE
BUILDING #314
FLAG STAFF
D=0.5
H=20
ELEC BOX
SIGNS
STEPS
M
E
T
A
L
S
T
O
R
A
G
E
B
I
N
S
L
B
LP
LP
LP
SIGNS
LP
LP
LP
LP
L
P
S
I
G
N
S
LP
TEL BOX
D=0.5
H=30
D=0.5
H=30
TEL BOX
LP/SIGN
SLB
LP
SIGNS
2-WV
TOP=1136.61
TS=1134.45
LP
PULL UP BARS4-PBX
L
P
RISER
ROOF LINE
RISERS
PBX
PBX/RISERS
UTILITY BOXES
TOP=1136.59
TOP=1136.57
ELEC BOX
TOP=1141.95
TOP=1142.30
4-PBX
D=4
H=50
H=25
D=1.5
S
L
B
L
P
D=2.5
H=85
PINE TREE
TREE
H=30
D=0.5
H=35
D=0.5
PINE TREES
H=30
D=0.5
H=35
D=0.5
PINE TREES
D=0.5
H=35
CONC CURB
WOODEN DECK
TREES
CONC WALL
T O
P
PATCH
ROOF LINE
CONC CURB & GUTTER
C
O
N
C
U
R
T
T
E
R
TREE
CONC SIDEWALK
P
A
T
C
H
TREE
PATCH
H=25
PALM TREES
PALM TREES
RAMP
T
R
E
E
PBX
PALM TREES
ROOF LINE
COLUMNS
COLUMNS
D=1
PARKING LOT
SLB
SIGNS
LP
LP
LP
LP
LP
TOP=1127.51
ELEC MH
TOP=1127.67
SCMH
H=15
D=0.5
SLB
TOP=1126.45
TEL MH
RAMP
FH
TOP=1127.26
WV
LP
PASSENGER SHELTER
TOP=1130.04
WMH
TOP=1130.23
WV
LP
H=10
D=0.5
LP
WOODEN POSTS
LP
SIGN
TREES
D=0.5
S L
H=25
D=0.5
H=25
D=0.5
SL
H=25
D=0.5
FH
ELEC BOX
H=25
D=0.5
SL
H=15
D=0.5
H=25
D=2
D=0.5
H=10
H=10
D=0.5
SL
D=0.5
H=5
SL
D=0.5
H=5
ELEC BOX
H=5
D=0.5
SL
H=5
D=0.5
TREE
H=15
D=2.5
H=5
D=0.5
H=15
D=0.5
H=20
D=0.5
H=5
D=0.5
TOP=1142.26
ELEC MH
H=10
D=0.5
POST
R
A
M
P
S L
T
O
P
T
O
P
W
V
P
A
M
E
E
R
A
M
P
S
L
S
I G
N
S
H
D
P
A
E
E
H
D
T O
P
W
V
H
D
POSTS
POSTS
CONC CURB & GUTTER
LP
POST
CLF, H=6.5
WHEEL STOPS
WHEEL STOPS
CONC SIDEWALK
BASIN
HB
HB
2-HB
HB
SHED
TOP=1122.85
WV
TOP=1122.30
WV
H=70
D=4.5
SIGN
PICNIC TABLES
ROOF LINE
DS
DS
PULL UPS BARS
D=7
H=55
PICNIC TABLES
P
O
S
T
S
POST
PBX
SLB
LP
TOP=1125.17
WV
ELEC BOX
SIGN
LP
TOP=1123.77
UTILITY BOX
TOP=1126.41
WV
FH
LP
H=15
D=1
M
E
C
H
A
N
I
C
A
L
G
A
T
E
M
B
W
M
SIGN
RAMP
WATER
TOP=1127.11
UTILITY BOX
E
LE
C B
O X
H=20
D=1
ROOF LINE
HB
HB
D=1
H=20
TOP=1122.56
WV
TOP=1127.05
UTILITY BOX
2-LP
2-LP
BFP
TOP=1125.55
UTILITY BOX
WM #44505838
D=1
H=20
D=1
H=15
D=1
H=20
TOP=1127.11
UTILITY BOX
HB
CO
CO
RAMP
LP
D=1
H=20
INV=1122.63
D=0.5
H=10
D=1
H=20
D=1
H=20
TOP=1127.20
UTILITY BOX
BUILDING #315
STEPS
DS
ROOF LINE
DS
BASIN
HB
CO
GAS METER/RISERS
HB
HB
STEPS
D=1
H=15
SIGN
R
A
M
P
L
P
D=1
H=20
POST
D=1.5
H=20
H=20
D=1
TREE
T
O
X T
O
P
E
L
H
T
O
P
S
C
M
H
S
I G
N
LP
ELEC BOX
LP
PICNIC TABLES
PLAYCOURT
BASKETBALL HOOP
ELEC BOX
LP
H=10
T O
P
.6
LP
D=0.5
W
V
F H
L
P
H
D
H
D
D
H
S
I
G
N
P
O
S
T
S
L
P
S
I
G
N
S
L
B
S
I
G
N
H
D
T
R
E
E
G
A
T
E
L
P
C
L
F
H
STUMP
WV
TOP=1126.42
FH
HB
STUMP
SIGN
STEPS
TREES
D=2.5
H=60
H=30
D=1.2
H=80
D=2.5
STEPS
H=15
D=0.5
DS
DS
STEPS
SIGN
H=105
D=2
H=75
D=1.5
PBX/RISER
STAIRWELL
EAST WING
RISERS
2-PBXPBX
PBX/RISERS
PBX
DS
RISER
PBX
STAIRWELL
POST/CHAIN
DS
PBX/RISER
DS
DS
RISERS
PBX DS
PBX
DS
DS
2-PBX/RISERS
FH #67
WV
TOP=1134.90
DS
DS
DS
DS
DS
DS
DS
DS
POSTS
DS
MIDDLE WING
PBX/RISER
STEPS
STEPS
GATE
4-PBX
RISERS
H=50
D=5
RISER
ELEC BOX
2-PBX
GAS METER
TOP=1129.07
UTILITY BOX
HB
FH
TEL BOX
SIGN
SIGN
SL
PROPANE TANK
GAS METER
POSTS
RISER
POSTS
CO
SUMP BOX
TOP=1129.08
RISER
PBX
SLB
UTILITY BOX
TOP=1126.83
RISER
RISERS
GATE
RISER
STEPS
2-PBX
FH
ROOF LINE
STEPS
POSTS
POSTS
ROOF LINE
PBX/RISERS
2ND FLOOR LINE
3-DSP
C
O
A
D
W
A
L
L
CMU WALL
CRM WALL
C
O
W
A L E
C
O
L
L
CONC CURB
PALM TREES
PATCH
TOP SLOPE
BOTTOM SLOPE
TOP SLOPE
BOTTOM SLOPE
TO
P SLO
PE
BOTTOM SLOPE
T
P
O
P
E
B
O
T
T
O
P
E
BOTTOM SLOPE
TOP SLOPE
T
O
P
E
T O
P S
L O
P E
TOP SLOPE
BOTTOM SLOPE
TOP SLOPE
BOTTOM SLOPE
T
O
P
E
BOTTOM SLOPE
CONC WALL
TREE
TREE
TREE
TMK: 6-4-04: 11
TMK: 6-4-04: 11
A
N
D
R
A
D
A
D
PAALAA UKA PUPUKEA ROAD
BUILDING 300
EXERCISE
AC PAVEMENT
V
E
M
E
N
T
V
E
M
E
N
T
PARKING STALLS
PARKING STALLS
'2
.5
BUILDING 303
ADA STALLS
CARPORT
STOP
STOP
STOP
STORAGE
C O
N C
PAD
CONC WALKWAY
C O
L K
W A
Y
C
O
L
K
W
A
Y
CONC WALKWAY
E
N
C
L
O
S
U
R
E
PAALAA UKA PUPUKEA ROAD
K
E
K
O
A
D
K
A
P
A
A
D
'0
°5
'5
" 1
.3
ANDRADE ROAD
87°0 9'2
9"
06.7
CONC SIDEWALK
CONC SIDEWALK
C
O
L
K
W
A
Y
CONC SIDEWALK
CONC WALKWAY
C O
N C
C U
R B
G
U T
T E
R
CONC WALKWAY
CONC CURB
P
R
O
P
E
R
Y
N
E
STA. SC 9B
"+" CUT
ELEV.=1124.05
STA. 13
ELEV.=1123.65
SC 12B
MAG NAIL
ELEV.=1131.03
SC 11C
"Y" CUT
ELEV.=1139.90
SC 10C
"Y" CUT
ELEV.=1130.23
SC 9A
"Y" CUT
ELEV.=1121.82
CP-12
"Y" CUT
ELEV.=1134.36
MON SPIKE
PROJECT BENCHMARK:
N 135,650.88
E 1,633,676.16
N 164,955.97
E 1,631,927.28
CONC
CONC CURB & GUTTER
CONC CURB & GUTTER
CONC CURB & GUTTER
RUBBER MAT
CONC PAVILION
P
R
O
P
E
R
Y
N
E
CONC PILES
GRASS
GRASS
GRASS
DIRT/GRASS
AC PAVEMENT
GRASS
GRASS
GRASS
AC PAVEMENT
A/C UNIT
T S
.6
TS=1134.79
TS=1124.28
BASIN
FOUNTAIN
TS=1120.59
TS=1124.70
CONC
TS=1121.57
TS=1119.39
TS=1119.64
TS=1119.30
WOODEN BENCH
ARV=1128.56
TS=1128.11
ARV=1140.23
SPEED
LIMIT
WHEN
PASSING
TROOPS
T
S
T S
T
S
TOP=1136.77
TS=1132.07
TREE
EXERCISE BARS
EXERCISE BARS
TREE
TS=1139.85
EQUIPMENT
3-WV
TS=1136.47
TOP=1138.47
TOP=1138.49
TS=1136.49
TOP=1138.53
TS=1136.45
WV
TOP=1141.84
TS=1139.51
ELEC
ELEC
G x
G x
G x
G x
G x
G x
G x
G x
WV
TOP=1132.61
TS=1130.12
WV
TOP=1131.60
TS=1130.06
WV
TOP=1126.43
TS=1123.59
ROOF LINE
ROOF LINE
ROOF LINE
ROOF LINE
R O
F
N
E
R O
N
E
ROOF LINE
ROOF LINE
S=100
S=140
S=135
S=110
S=15
S=20
S=20
S=40
S=20
S
S
S
S=15
S=20
S=20
S=15
S=10
D=0.5
H=10
S=10
S=10
S=25
S
S=30
S=20
S=20
S
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
E
D
V
E
M
E
N
T
EDGE OF PAVEMENT
E
D
V
E
M
E
N
T
E
D
V
E
M
E
N
T
E
D
V
E
M
E
N
T
E D
P
A V
E M
E N
T
E D
P
A V
E M
E N
T
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
G
R
A
S
S
SLB
PROPERTY LINE
C
O
L
K
W
A
Y
CONC
C
O
L
K
W
A
Y
EDGE OF PAVEMENT
E D
G E
O F
P A
V E
M E
N T
P
A
R
T
M
E
N
T
R
K
I
T
270° 16' 22" 181.86
ELEC BOX
S
D
D
D
D
D
D
D
D
D
D
S
S
S
S
S
C
O
N
T
R
A
C
T
R
K
I
A
L
L
S
CONTRACTOR PARKING (15 STALLS)
C O
N T
R A
C T
O R
P A
R K
IN
G
S
T A
L L S
D
D
N:135859.34
E:1634230.60
N:135834.88
E:1634206.81
N:135838.55
E:1633992.48
N:135699.66
E:1634019.52
N:135756.14
E:1634102.98
N:135755.67
E:1634129.55
N:135814.43
E:1634151.60
N:135820.42
E:1634151.56
N:135819.35
E:1634211.36
N:135859.62
E:1634216.83
N:135829.35
E:1634211.50
N:135670.40
E:1634031.08
N:135664.85
E:1634052.23
N:135698.56
E:1634102.21
N:135712.68
E:1634102.40
N:135747.54
E:1634092.92
N:135817.31
E:1633992.10
N:135838.11
E:1634016.43
N:135712.21
E:1634128.77
N:135522.81
E:1634461.03
N:135518.06
E:1634460.97
N:135849.37
E:1634245.34
N:135854.11
E:1634245.40
N:135690.68
E:1634063.57
N:135679.71
E:1634041.75
N:135856.76
E:1634092.42
N:135852.01
E:1634092.36
CS101
481.71'
01 EXISTING FIRE HYDRANT
05 33-FT UNOBSTRUCTED SPACE
11 CHILLER UNITS AND FOUNDATION, SEE M401
24 EXISTING SIDEWALK
34 TSVA GRAVEL PAD, AREA = 16,400 SF
35 MOBILE SATELLITE DISH (50-FT RADIAL CLEARANCE) WITH MOBILE SATELLITE
SHELTER
36 FREESTANDING BUILDING IDENTIFICATION SIGN, SEE J12/AF503
38 8-FT CHAIN LINK FENCE, SEE SHEET CS502
39 CHAIN LINK 20-FT SLIDING GATE WITH REMOVABLE BOLLARDS AT
5-FCENTERS, VEHICLE/PEDESTRIAN ACCESS CONTROL POINT (ACP), SEE
CS502/CS503
40 4-FT WIDE PEDESTRIAN GATE, SEE A1/CS503
42 ASPHALT PAVEMENT DRIVEWAY
43 4-FT WIDE CONCRETE SIDEWALK (TO MATCH EXISTING SIDEWALK)
44 EXISTING DUMPSTER BIN LOCATION
45 CONSTRUCTION SUPPORT AREA = 8,000 SF USED FOR CONTRACTOR'S
OPERATIONS AND STORAGE
46 SATELLITE AZIMUTH
47 DETENTION BASIN WITH 2:1 SIDE SLOPES
48 EXISTING STORM OUTFALL STRUCTURE
49 EXISTING PROPANE TANK (TO REMAIN) FEED TO MECH ROOM
AND SUPPLIES BARRACKS BLDG 315
51 EXISTING DETENTION BASIN
52 CHILLER UNIT ENCLOSURE, 8-FT HIGH CHAIN LINK FENCE WITH DUAL 10-FT
LOCKABLE SWING GATES, SEE SHEET H1/CS504.
53 REINFORCED CONCRETE SIDEWALK LANDING, SEE A11/CS501 FOR JOINTING
54 ACCESSIBLE RAMP FOR ELEVATOR ACCESS, SEE A1/A-412
55 CONCRETE WALKWAY FOR ELEVATOR ACCESS
57 GENERATOR, SEE ES101
58 TRANSFORMER PROVIDED BY HECO, SEE ES101
69 4-FT WIDE PEDESTRIAN GATE (EXIT ONLY), SEE A10/CS504
76 TREE TO BE PROTECTED IN PLACE, SEE LP502 FOR DETAILS AND NOTES.
82 ELEVATOR AND ELEVATOR MACHINE ROOM.
93 4-IN THICK CONCRETE WALKWAY, SEE A1/CP501
33'33'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
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SHEET ID
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US Army Corps of Engineers ®
K
B
E L T
R A
N
K
K
E N
N E
D Y
33'
S
Y
I
50' 100'0 25'
PLAN
NORTH
T R l o t
D a t e
F i l e a t h
C p w w o r k d i r d e n j e g t h o m a s s d
R
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J H
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O V
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A L
L
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E
P
L A
N
SCALE 1" = 50'
OVERALL SITE PLAN
F1
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
CHAIN LINK FENCE
EXISTING CHAIN LINK FENCEX
DETENTION POND LIMITS
CONSTRUCTION SUPPORT AREA
TSVA GRAVEL PAD
EXISTING SIDEWALK TO REMAIN
SIDEWALK
ASPHALT PAVEMENT
A1
CS102
LIMITS OF CONSTRUCTION
RIP RAP
1. MAINTAIN TRAFFIC (VEHICULAR AND PEDESTRIAN) ACCESS TO BARRACKS
BUILDING 315.
2. PARKING STALLS ALLOCATED FOR CONTRACTOR POV PARKING ARE
IDENTIFIED ON CD101.
3. CONTRACTOR TO PROVIDE TEMPORARY CONSTRUCTION FENCING WITH
OBSTRUCTIVE PROPERTIES/FILTER FABRIC AROUND THE SITE TO COMPLY
WITH SITE SECURITY OBSCURATION MEASURES AND FOR DUST AND DEBRIS
CONTROL MEASURES.
4. TOP OF EXISTING SANITARY SEWER MANHOLE AND APPURTENANCES IN
THE TSVA MUST BE ADJUSTED TO MATCH FINISHED GRADE.
5. SEWER MANHOLES COVERS MUST BE FLUSH WITH TOP WITH TOP OF
GRAVEL AND FREE OF MATERIAL BUILD UP.
6. PROPOSED STRUCTURES (INCLUDING FENCE POSTS, CONCRETE PADS,
ETC.) MUST MAINTAIN 5-FT OF HORIZONTAL CLEARANCE FROM EXISTING
SEWER UTILITIES.
XX
10'
E
N D
M E
G
08/02/2022
TOP=1130.93
S
S
S
S
N:135628.24
E:1634318.74
N:135624.27
E:1634318.67
N:135619.44
E:1634293.25
N:135617.44
E:1634293.21
N:135619.09
E:1634223.26
N:135621.09
E:1634223.31
N:135659.87
E:1634381.83
N:135645.59
E:1634248.08
N:135644.94
E:1634269.06
D
N:135661.94
E:1634269.41
N:135662.32
E:1634248.42
N:135663.03
E:1634210.11
N:135710.92
E:1634329.12
N:135620.51
E:1634288.30
N:135760.51
E:1634389.06
N:135766.67
E:1634389.17
N:135759.94
E:1634419.74
N:135666.93
E:1634210.17
N:135659.43
E:1634201.15
N:135659.35
E:1634206.05
N:135625.88
E:1634204.53
SD
S D
N:135641.62
E:1634289.67
N:135629.80
E:1634289.44
N:135642.96
E:1634228.66
N:135630.44
E:1634228.42
N:135635.09
E:1634242.47
N:135622.05
E:1634228.28
4'
N:135766.11
E:1634419.86
CS102
CHAIN LINK FENCE
DETENTION POND LIMITS
20'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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D
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L
M
N
P
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B M
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C H
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K E
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B
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D R
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B
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D E
S I G
N E
D
B
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C O
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L I C
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N
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S U
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S I Z
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M A
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D E
S C
R I P
T I O
N D
A T
E
SHEET ID
J A
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H L
J V
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H O
P
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H
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O L U
L U
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I
M
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N G
I N
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R S
H O
N O
L U
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T R
I
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I N
G
R
O O
M
F
O R
T
S
H A
F T
E R
H
I
W A
D
M A
R C
H
A N
S I
D
W A
F
H E
L E
M A
L I T
A R
Y
R
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V A
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N
O
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US Army Corps of Engineers ®
10' 20'0 5'
S I T
E
P
L A
N
A
R E
A
01 EXISTING FIRE HYDRANT
05 33-FT UNOBSTRUCTED SPACE
24 EXISTING SIDEWALK
34 TSVA GRAVEL PAD, AREA = 16,400 SF
35 MOBILE SATELLITE DISH (50-FT RADIAL CLEARANCE) WITH MOBILE SATELLITE
SHELTER
38 8-FT CHAIN LINK FENCE NO BARBED WIRE, SEE CS502
39 CHAIN LINK 20-FT SLIDING GATE WITH REMOVABLE BOLLARDS AT
5-FT CENTERS, VEHICLE/PEDESTRIAN ACCESS CONTROL POINT (ACP), SEE
CS502/CS503
40 4-FT WIDE PEDESTRIAN GATE, SEE A1/CS503
42 ASPHALT PAVEMENT DRIVEWAY
43 4-FT WIDE MINIMUM CONCRETE SIDEWALK (TO MATCH EXISTING SIDEWALK)
46 SATELLITE AZIMUTH
47 DETENTION BASIN WITH 2:1 SIDE SLOPES
60 12-IN CORRUGATED PE PLASTIC PIPE STORM DRAIN, SEE CG201
61 4-IN WIDE DOUBLE YELLOW STRIPE, NON-REFLECTORIZED PAINT, SEE
K11/CS501
62 2-FT WIDE SOLID WHITE STOP BAR, NON-REFLECTORIZED PAINT, SEE
K11/CS501
63 6-IN CONCRETE CURB AND GUTTER, SEE A15/CP501
64 15-IN CORRUGATED PE PLASTIC PIPE STORM DRAIN, SEE CG201
66 6-IN THICK RIPRAP WITH GEOTEXTILE
68 6-IN CONCRETE CURB, SEE E15/CP501
77 LEFT TURN ONLY PAVEMENT MARKING, SEE K16/CS501
78 STOP SIGN WITH ONE-WAY SIGN, SEE E1/CS501
80 ABA RAMP, SEE K1/CS501
83 CURB TRANSITION , SEE A1/CS501
86 DETECTABLE SURFACE, SEE K7/CS501
98 "ONLY" PAVEMENT MARKING, SEE E16/CS501
A
L E
E
K
B
E L T
R A
N
K
K
E N
N E
D Y
EXISTING SANITARY SEWER MANHOLE
S
Y
I
PLAN
NORTH
T R
TSVA GRAVEL PAVEMENT
SIDEWALK DETECTABLE WARNING
SURFACE (TRUNCATED DOME)
P l o t
D a t e
F i t h
C p w w o r k d i r d e n j e g t h o m a s s d
R
Y
J H
M R
B
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A
M
REINFORCED CONCRETE SIDEWALK
EXISTING SIDEWALK TO REMAIN
SCALE 1" = 10'
SITE PLAN - AREA 1
A1
GENERAL SHEET NOTES
SHEET KEYNOTES
1. MAINTAIN TRAFFIC (VEHICULAR AND PEDESTRIAN) ACCESS TO BARRACKS
BUILDING 315.
2. PROPOSED STRUCTURES (INCLUDING FENCE POSTS, CONCRETE PADS,
ETC.) MUST MAINTAIN 5-FT OF HORIZONTAL CLEARANCE FROM EXISTING
SEWER UTILITIES.
LEGEND
S
ASPHALT PAVEMENT
BUILDING 300
MIDDLE
WING
LIMITS OF CONSTRUCTION
STOP SIGN POST WITH MUTCD R1-1 (STOP),
R6-1 (ONE-WAY), R1-5c (PEDESTRIAN)
EAST WING
RIP RAP
5'
STORM DRAIN MANHOLED
DITCH CENTER
10' 6.25' 10'
XX
3.9'
E
N D
M E
G
08/02/2022
ES
M
X
B
R I C
O
U N
D
4'-0"
POST CAP
POST CAP
3/8" DIA TRUSS
ROD (TYP UON)
BRACE RAILS
(TYP UON)
BRACE RAILS
(TYP UON)
GATE HINGE WITH OPPOSING
BARREL PINS, SEE DETAILS
THIS SHEET (TYP UON).
3/8" DIA TRUSS
ROD (TYP UON)
3/16"
( ) NOTE:
1. WELD HINGES TO POST IF INSTALLING CABLE
REINFORCEMENT ON GATES. ENSURE CORRECT
HEIGHT FOR FULL OPERATION PRIOR TO WELDING
(TYP).
A A
3/16"
OPPOSING BARREL
HINGE PIN AND PLATE
FENCE POST HINGE
ASSEMBLY
STANDARD U-BOLT
GATE POST
STANDARD U-BOLT
GATE LEAF
POST
OPPOSING BARREL
PIN HINGE AND PLATE
SECURING HOLE
FOR LOCK
STANDARD U-BOLT
OFFSET HINGE
ASSEMBLY
ELEVATION VIEW
PLAN VIEW
ELEVATION VIEW
PLAN VIEW
ELEVATION VIEW
PLAN VIEW
ELEVATION VIEW
PLAN VIEW
LATCH
HINGE BOLT
HINGE COLLAR
RETAINER BOLT
STANDARD U-BOLT
LATCH
ASSEMBLY
SECURING HOLE
FOR LOCK
STANDARD U-BOLT
LATCH
ASSEMBLY
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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S I G
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C O
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S U
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M A
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R I P
T I O
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SHEET ID
J A
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H O
N O
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F
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H E
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M A
L I T
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N
O
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US Army Corps of Engineers ®
C H
A
N
K
G
A T
E
D
E T
A I L
S
CS503
A
L E
E
K
B
E L T
R A
N
K
K
E N
N E
D Y
FACE TO FACE
3'-0"
6'-0"
ROUND GATE POSTS:
SQUARE & ROUND SIZES
GATE POSTS
2.875 OD
THROUGH
OPENING
HINGE SPACE (S)
POST TO UPRIGHT
2 1/4"
SINGLE LEAF GATES
SINGLE OR DOUBLE LEAF GATES
UPRIGHT HT (U)
ACTUAL DIM
7'-10"
NOM HT
NOM HEIGHT (H)
8'-0"
FRAME HT (F)
ACTUAL DIM
7'-8 1/2"
GATE POSTS & FOUNDATIONS NOTE:
1. GATE POST SIZE AND ASSOCIATED FOOTING DIAMETER TO BE DETERMINED
BY MANUFACTURER, BASED ON LEAF WEIGHT & DIMENSION, BUT NOT LESS
THAN DIAMETER SHOWN ON THESE DRAWINGS. MINIMUM FOOTING
DIAMETERS (TO BE FILLED W/4000 PSI CONC): 40" Ø FOR 8" POST; 36" Ø
FOR 6" POST; 24" Ø FOR 4" POST; OTHER SIZES TO BE DESIGNED BY MFR
OR KTR. NO FOOTING WIDTH MUST BE LESS THAN 4(X) THE POST WIDTH.
GATE DETAIL NOTE:
1. IF GATE HINGES ARE NOT OPPOSING (AS SHOWN ABOVE) OR
LEAF IS NOT LOCKED MECHANICALLY TO THE HINGES, WELD
AN ANGLE, PLATE, OR BLOCK ABOVE HINGE TO RESTRICT
LEAF FROM BEING REMOVED OR LIFTED OFF. RESTRICTION
MUST NOT HINDER OPERATION OF GATE.
STEEL POST SCHEDULE
CORNER, END & FULL POST
USE AND SECTION
TUBULAR - ROUND
LINE POSTS
TUBULAR -ROUND
TOP, BOTTOM & BRACE RAILS
TUBULAR - ROUND
TUBULAR - SQUARE
H - SECTION
C - SECTION (ROLL FORMED)
4.0" O.D.
2.375" O.D.
1.50" O.D.
1.66" O.D.
1.625" X 1.50"
1.625" X 1.25"
MINIMUM OUTSIDE DIMENSIONS (NOMINAL)
P l o t
D a t e
F i t h
C p w w o r k d i r d e n j e g t h o m a s s d
R
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J H
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B
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I
CHAIN LINK FENCING NOTES:
1. FENCING DESIGN MUST COMPLY WITH UFC 4-022-03.
NTS
OFFSET
HINGE DETAIL
C13
NTS
GATE
HINGE DETAIL
B10
NTS
FULCRUM
LATCH DETAIL
C18
NTS
PEDESTRIAN GATE DETAIL
A1
NTS
REMOVABLE BOLLARD
H17
1'-6" DIA.
CONCRETE
" ROD X 4" L
WELDED TO PIPE
8" STANDARD STEEL PIPE
" PLATE
FINISH GRADE, SLOPED
2% AWAY FROM
BOLLARD, TYPICAL
KNOXBOX PADLOCK
" STEEL PLATE LID
" ROD LIFT HANDLES
WELDED TO PIPE
6" DIAMETER STANDARD
STEEL PIPE
WELDED
" ROUND PLATE
NOTE:
1. PAINT BOLLARD DAKOTA BROWN.
2. STEEL PIPE FOR BOLLARDS MUST CONFORM TO ASTM A53,
TYPE E OR S, GALVANIZED.
NTS
GATE LATCH DETAIL
B16
NOT TO SCALE
GATE PLAN
N1
20'-0" (F/F)
TO OPEN
O N
L Y
L O
W E
R
U P
R I G
H T
S
I N
T E
R I O
R
12'-0"
FENCELINE
F/F = INTERIOR FACE TO INTERIOR FACE OUTSIDE FACE TO OUTSIDE FACE
POST TOP
FABRIC AREA - 20'-2"
32'-3" (NOT TO SCALE)
PROVIDE
CONCRETE
FOOTING
(SEE NOTE 1)
TRUSS ROD
CHAIN LINK FABRIC
OVERHANG - 12'-1"
CHAIN LINK FABRIC
TENSION ROD
FRAME HT
(OMIT FABRIC)
3" NOMINAL
TRUSS ROD
TRACK
TRUCK ASSEMBLY
TENSION
ROD
2" x 4" BOTTOM RAIL
2" SQ UPRIGHT
NOTES:
1. POST SIZE AND ASSOCIATED FOOTING DIAMETER TO BE DETERMINED BY MANUFACTURER, BASED ON LEAF WEIGHT & DIMENSION.
MINIMUM FOOTING DIAMETERS (TO BE FILLED W/4000 PSI CONC): 40" Ø FOR 8" POST; 36" Ø FOR 6" POST; 24" Ø FOR 4" POST; OTHER
SIZES TO BE DESIGNED BY MFR OR KTR. FOOTING WIDTH MUST BE NO LESS THAN 4(X) THE POST WIDTH.
2. CONTRACTOR TO PROCURE GUIDE ROLLER ASSEMBLY ASSOCIATED WITH INDUSTRY ACCEPTED STANDARDS FOR SLIDING GATES IN
COMPLIANCE WITH UFC 4-022-03.
2" SQ UPRIGHT
2" SQ UPRIGHT
2" SQ UPRIGHT
4" MIN Ø POST (SEE
NOTE 1) (TYP)
4" MIN Ø POST (SEE
NOTE 1) (TYP)
POST
TOPS
D O
M E
D
EXOTHERMIC
WELD
EXOTHERMIC WELD
4"x10' GROUND
ROD
4"x10' GROUND
ROD
0 BARE
COPPER
0 BARE
COPPER
50' GROUND REEL
NOT TO SCALE
TYPICAL SINGLE CANTILEVERED SLIDING GATE ELEVATION
H1
TRACK / RAIL
2" SQ UPRIGHT
2" x 2" RAIL
2" SQ STIFFENER
WELDED JOINT
H13
NOT TO SCALE
SECTION
CS503
H13
CS503
H1
KEEPER
GATE LOCKABLE
WITH PADLOCK
2" MAX FABRIC TO GROUND, TYPICAL
GUIDE ROLLER ASSEMBLY
(SEE NOTE 2)
GATE FRAME
GUIDE ROLLER ASSEMBLY
(SEE NOTE 2)
GATE FRAME
TRUCK ROLLER
ASSEMBLY
NO SCALE
LOWER GUIDE ROLLER ASSEMBLY
NO SCALE
UPPER TRUCK ROLLER ASSEMBLY
4" MIN Ø POST (SEE
NOTE 1) (TYP)
4" MIN Ø POST (SEE
NOTE 1) (TYP)
NOTES:
1. GATE MUST OPEN OUTWARD FOR NATURAL EMERGENCY/ NON-EMERGENCY EGRESS
FROM THE SECURE SIDE.
2. REFER TO SHEET TS101 AND G15/T-502 FOR ADDITIONAL INFORMATION AND GATE
SECURITY EQUIPMENT DETAILS.
E
N D
M E
G
08/02/2022
M
X
B
R I C
O
U N
D
4'-0"
POST CAP
POST CAP
3/8" DIA TRUSS
ROD (TYP UON)
BRACE RAILS
(TYP UON)
BRACE RAILS
(TYP UON)
GATE HINGE WITH OPPOSING
BARREL PINS, SEE B10/CS503
(TYP UON).
3/8" DIA TRUSS
ROD (TYP UON)
C H
A
N
K
G
A T
E
D
E T
A I L
S
CS504
A
L E
E
K
B
E L T
R A
N
K
K
E N
N E
D Y
P l o t
D a t e
F i t h
C p w w o r k d i r d e n j e g t h o m a s s d
R
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J H
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I
NOTE: PROVIDE ONE DROP BAR FOR EACH LEAF
(TYP). ASSOCIATED GALV SLEEVES TO BE
INSTALLED FLUSH WILL GRADE AT FULLY OPEN
AND CLOSED POSITIONS. CONTRACTOR MUST
PROVIDE 6" LAYER OF #10 STONE BELOW
BOTTOM OF SLEEVE TO ALLOW FOR DRAINAGE.
H17
NOT TO SCALE
DETAIL: DROP BAR
NOT TO SCALE
PLAN DOUBLE SWING GATE
N2
GATE HINGE WITH
OPPOSING BARREL
PINS
NOT TO SCALE
TYPICAL DOUBLE SWING GATE ELEVATION
H1
BRACE RAILS 3/8" DIA TRUSS ROD
LINE POST
10'-0" MAX SPACING
POST CAPTOP RAIL OR TENSION WIRE
BRACE RAILS3/8" DIA TRUSS ROD
LINE POST
10'-0" MAX SPACING
F A
B R
M A
X
12"
CONCRETE
COMPACT SAND
1" DIA PVC PIPE
GATE HINGE WITH OPPOSING
BARREL PINS. SEE DETAILS THIS
SHEET (TYP UON)
GATE HINGE WITH
OPPOSING BARREL
PINS
STANDARD GATE
LATCH LOCKABLE
WITH PADLOCK, SEE
DETAILS ON SHEET
CS503
DROP BAR
3"
CHAIN LINK FABRIC
(TYPICAL)
2-FT DIAMETER FOUNDATION, TYPICAL
TIE WIRES (TYP) ALONG TOP
RAILS AND POSTS
GATE POST (TYP UON)
3/8" DIA TRUSS ROD
(TYP UON)
GATE UPRIGHT FOR
FRAME (TYP UON)
10'-0" 10'-0"
M
I N
FILL WITH CONCRETE
AND ROUND OFF
TOP WITH GROUT PLUG
REFLECTOR TAPE,
SEE NOTE 2
CONCRETE
FOOTING
(3000 PSI)
PAINT,
SEE NOTE 1
1" SLOPE
6"
NOTE:
1. EPOXY PAINT PIPE "SAFETY YELLOW" AFTER INSTALLATION
2. WRAP PIPE WITH 2 BANDS OF 2" WIDE WHITE REFLECTOR TAPE
3. IF PROTECTIVE BOLLARDS ARE LOCATED IN PAVED AREAS, AN
EXPANSION JOINT MUST BE LOCATED BETWEEN THE BOLLARD
AND THE PAVED SURFACE.
AC PAVEMENT
4"Ø MIN. PIPE
6"
NOT TO SCALE
PIPE BOLLARD
A1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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C H
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K E
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D R
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D E
S I G
N E
D
B
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C O
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L I C
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N
N
O
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S U
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S I Z
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E
SHEET ID
J A
C O
B S
A
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J V
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H O
P
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U I T
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H
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O L U
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H O
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H A
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M A
L I T
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V A
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N
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U
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F Y
M
D T
F
B
U I L D
I N
G
R Y
J
R T
A
S
U B
M I T
T A
L
US Army Corps of Engineers ®
FACE TO FACE
6'-0"
12'-0"
ROUND GATE POSTS:
4" OD
SQUARE & ROUND SIZES
GATE POSTS
THROUGH
OPENING
2 1/4"
HINGE SPACE (S)
POST TO UPRIGHT
SINGLE LEAF GATES
F A
B R
M A
X
F A
B R
M A
X
F A
B R
M A
X
NOTES:
1. GATE MUST OPEN OUTWARD FOR NATURAL EMERGENCY/ NON-EMERGENCY EGRESS
FROM THE SECURE SIDE.
2. REFER TO SHEET TS101 AND H1/T-502 FOR ADDITIONAL INFORMATION AND GATE
SECURITY EQUIPMENT DETAILS.
NOT TO SCALE
PEDESTRIAN GATE (EXIT ONLY) DETAIL
A10
E
N D
M E
G
08/02/2022
1. SUBMIT DESIGN DOCUMENTS SEALED BY A REGISTERED PROFESSIONAL ENGINEER
FOR THE FOLLOWING ITEMS WHERE NOT SPECIFICALLY DETAILED HEREIN:
A. LIGHT GAUGE STRUCTURAL STUD WALLS.
B. SEISMIC SUPPORT/ANCHORAGE OF MEP EQUIPMENT AND FIXTURES.
C. FORMWORK DESIGN.
DEFERRED SUBMITTALS
STRUCTURAL TEST AND INSPECTIONS
1. SPECIAL INSPECTIONS ARE TO BE PROVIDED BY AN APPROVED INDEPENDENT AGENCY. SPECIAL
INSPECTION MUST BE PROVIDED FOR THE FOLLOWING TYPES OF WORK PER CHAPTER 17
OF IBC 2018. SEE PROJECT SPECIFICATIONS FOR SPECIFIC REQUIREMENTS.
A. EARTHWORK
B. ALL CONCRETE WORK FOR STRENGTH GREATER THAN 2500 PSI (EXCEPT FOR
NON-STRUCTURAL CONCRETE).
C. BOLTS AND DOWELS INSTALLED IN CONCRETE AND MASONRY.
D. ALL FIELD WELDING (EXCEPT METAL STUDS, FURRING CHANNELS, ETC.)
E. STRUCTURAL STEEL
F. HIGH STRENGTH BOLTING
G. POST-INSTALLED ANCHORS IN CONCRETE AND MASONRY.
EXISTING MATERIAL VERIFICATION
1. THE FOLLOWING MATERIAL STRENGTHS WERE ASSUMED FOR THE EXISTING STRUCTURE
EVALUATION. CONTRACTOR MUST VERIFY THESE ASSUMPTION THROUGH PROPOSE TESTING OF
MATERIALS. INFORM CONTRACTING OFFICER AND SEOR IF THE MATERIAL STRENGTHS ARE
LOWERS THAN THE FOLLOWING VALUES:
A. AT EAST WING: CONCRETE COMPRESSIVE STRENGTH F'c = 3000 PSI.
REINFORCING BAR Fy = 33 KSI.
B. ALL OTHER: CONCRETE COMPRESSIVE STRENGTH F'c = 3500 PSI.
REINFORCING BAR Fy = 40 KSI.
AB
ADDL
ADJ
AFF
AHJ
AMSL
APPROX
ARCH
ARCH'T
ASTM
ANCHOR BOLT
ADDITIONAL
ADJACENT
ABOVE FINISH FLOOR
AUTHORITY HAVING JURISDICTION
ABOVE MEAN SEA LEVEL
APPROXIMATE(LY)
ARCHITECTURAL
ARCHITECT
AM SOCIETY OF TESTING
MATERIALS
BB
BC
BET
BL
BLDG
BM
BOT
BP
BRG
BRKT
BS
BSMT
BVL
BW
BN
BACK TO BACK
BOTTOM CHORD
BETWEEN
BASE LINE
BUILDING
BEAM
BOTTOM
BASE PLATE
BEARING
BRACKET
BOTH SIDES
BASEMENT
BEVELED
BOTH WAYS
BOUNDARY NAILING
C
CFRP
CJ
CL
CLR
CMU
COL
CONC
CONST
CONT
CONT'D
CONX
CU
CWB
CY
COMPRESSION
CARBON FIBER-REINFORCED
POLYMER
CONSTRUCTION JOINT
CENTERLINE
CLEAR OR CLEARANCE
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONSTRUCTION
CONTINUOUS
CONTINUED
CONNECTION
CUBIC
CAPILLARY WATER BARRIER
CUBIC YARD
D
DBL
DETL
DIA
DIAG
DIM
DIR
DL
DN
DP
DRWG
DWL
DEPTH
DOUBLE
DETAIL
DIAMETER
DIAGONAL
DIMENSION
DIRECTION
DEAD LOAD
DOWN
DAMP PROOFING
DRAWING(S)
DOWEL
E
EA
EF
EJ
ELEC
ELEV,EL
EQ
EQUIP
EW
EXIST
EXP
EXT
EN
EAST
EACH
EACH FACE
EXPANSION JOINT
ELECTRICAL
ELEVATION
EQUAL
EQUIPMENT
EACH WAY
EXISTING
EXPANSION
EXTERIOR
EDGE NAILING
FAB
FD
FDN
FF
FF EL
FG
FIN
FRP
FS
FT
FTG
FABRICATION
FLOOR DRAIN
FOUNDATION
FINISH FLOOR
FINISH FLOOR ELEVATION
FINISH GRADE
FINISH(ED)
FIBER-REINFORCED POLYMERS
FAR SIDE
FOOT
FOOTING
GA
GALV
GB
GAGE OR GAUGE
GALVANIZED
GRADE BEAM
HORIZ
HP
HT
HS
HSS
HORIZONTAL
HIGH POINT
HEIGHT
HEADED STUD
HOLLOW STEEL SECTION
ID
IF
IN
INT
INSIDE DIAMETER
INSIDE FACE
INCH
INTERIOR
JT
JST
JOINT
JOIST
K
KO
KSI
KIPS (1000 LBS)
KNOCKOUT
KIPS PER SQUARE INCH
LB,#
LD
LDG
LH
LHE
LL
LLH
LLV
LONG
LP
LW
LWC
LW
POUND
DEVELOPMENT LENGTH
LANDING
LEFT HAND
LOW HYDROGEN ELECTRODE
LIVE LOAD
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LONGITUDINAL
LOW POINT
LONG WAY
LIGHTWEIGHT CONCRETE
LONG WAY
MATL
MAX
MECH
MEP
MEZZ
MFR
MID
MIN
MISC
MS
MT
MATERIAL
MAXIMUM
MECHANICAL
MECHANICAL, ELECTRICAL,
PLUMBING
MEZZANINE
MANUFACTURE(R)
MIDDLE
MINIMUM
MISCELLANEOUS
MIDDLE STRIP
STRUCTURAL TEE CUT FROM
MISCELLANEOUS STEEL
N/A
NF
NIC
NO
NOM
NS
NTS
NW
NOT APPLICABLE
NEAR FACE
NOT IN CONTRACT
NUMBER
NOMINAL
NEAR SIDE
NOT TO SCALE
NORMAL WEIGHT
OA
OC
OD
OF
OPNG
OPP
OPP HND
OPT
OWSJ
OVERALL
ON CENTER
OUTSIDE DIAMETER
OUTSIDE FACE
OPENING
OPPOSITE
OPPOSITE HAND
OPTIONAL
OPEN-WEB STEEL JOIST
PC
PCF
PERP
PG
PL
PLUMB
PREFAB
PRELIM
PRMLD
PROJ
PSF
PT
PVC
PVT
PRECAST CONCRETE
POUNDS PER CUBIC FOOT
PERPENDICULAR
PRESTRESSED GIRDER
PLATE
PLUMBING
PREFABRICATED
PRELIMINARY
PREMOLDED
PROJECTION
POUNDS PER SQUARE FOOT
POINT
POLYVINYL CHLORIDE
PAVEMENT
R
RAD
RD
RE:
RF
REINF
REM
REQD
REV
RH
RJ
RND
RO
RW
RIGHT, RISER
RADIUS
ROOF DRAIN
REFER
RADIO FREQUENCY
REINFORCING (-ED,-MENT)
REMINDER
REQUIRED
REVISION
RIGHT HAND
RUSTICATION JOINT
ROUND
ROUGH OPENING
RETAINING WALL
S
SC
SCH
SECT
SHT
SIM
SJ
SL
SLRS
SPA
SPEC
SPL
SQ
SS
SSMR
STD
STIFF
STIR
STL
STR
STRUCT
SW
SYM
SOUTH
SHEAR CONNECTORS
SCHEDULE(D)
SECTION
SHEET
SIMILAR
SAW JOINT
SLOPE
SEISMIC-LOAD-RESISTING
SYSTEM
SPACE
SPECIFICATION(S)
SPECIAL
SQUARE
STAINLESS STEEL
STANDING SEAM METAL ROOFING
STANDARD
STIFFENER
STIRRUP
STEEL
STRUCTURAL
STRUCTURAL
SHEAR WALL
SYMMETRICAL
T T/
T/CONC
T/FD
T/FTG
T/SLAB
T&B
TEMP
THK
THRD
TOS
TRD
TRANS
TS
TYP
TOP, TENSION
TOP OF
TOP OF CONCRETE
TOP OF FLOOR DRAIN
TOP OF FOOTING
TOP OF SLAB
TOP AND BOTTOM
TEMPERATURE
THICKNESS
THREADED
TOP OF STEEL
TREAD(S)
TRANSVERSE
STRUCTURAL TUBING
TYPICAL
UNO
USGS
UNLESS NOTED OTHERWISE
UNITED STATES
GEOLOGICAL SURVEY
VERT
VIF
VERTICAL
VERIFY IN FIELD
W W/ W/O
WP
WPJ
WT
WWF
WEST, WIDTH, WIDE FLANGE
WITH
WITHOUT
WORK POINT
WEAKENED PLANE JOINT
WEIGHT, STRUCTURAL TEE
CUT FROM WIDE FLANGE
BEAM
WELDED WIRE FABRIC
YD YARD
STRUCTURAL ABBREVIATIONS
(ALL ABBREVIATIONS SHOWN ARE NOT NECESSARILY USED IN THE DRAWINGS)
TR
U E N
PLAN
NORTH
S101
A
NORTH ARROW
SECTION /
ELEVATION
MARKER
ELEVATION
KEYNOTE TAG
FLOOR LEVEL AND
ELEVATION
ANNOTATION CALLOUTS / DRAWING SYMBOLS
View Name 1/8" = 1'-0"
SHEET
REFERENCE
VIEW NAME,
NUMBER AND SCALE
FLOOR LEVEL
0' - 0"
ENLARGED
CALLOUT
GRID / COLUMN
LINE DESIGNATOR
S101
A
SLAB STEP SYMBOL
1. DESIGN, FABRICATE AND ERECT METAL DECK IN CONFORMANCE WITH THE STEEL
DECK INSTITUTE'S "CODE OF RECOMMENDED STANDARD PRACTICE AND BASIC DESIGN
SPECIFICATIONS".
2. DESIGN IS BASED ON THE STEEL DECK INSTITUTE DESIGN MANUAL FOR ROOF DECKS AND FORM
DECKS.
3. DECK DIAPHRAGM DESIGN IS BASED ON THE STEEL DECK INSTITUTE DIAPHRAGM DESIGN
MANUAL.
4. PROVIDE COLD-FORMED METAL DECK AND ACCESSORIES FROM STEEL SHEETS CONFORMING TO ASTM A-653, GRADE 40 OR HIGHER AND HAVING A MINIMUM YIELD STRENGTH OF 40,000 PSI.
BEFORE FORMING, HOT DIP GALVANIZE THE STEEL SHEETS IN CONFORMANCE WITH ASTM
A-924, CLASS G-90.
5. WHEN SUBMITTING SHOP DRAWINGS, INCLUDE ICC-ESR NUMBER AND REPORT.
6. ATTACH SHEETS TO STEEL SUPPORT MEMBERS AS INDICATED AND IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. WHEN DECK IS SCHEDULED TO BE
EXPOSED, DE-SLAG, CLEAN AND TOUCHED UP WELDS WITH A ZINC-RICH PRIMER.
7. LAP ROOF ENDS MINIMUM OF 2 INCHES WHEN FASTENING DECK TO SUPPORT MEMBERS. BUTTED
DECK JOINTS ARE ALSO ACCEPTABLE WHERE EACH END OF THE DECK MAINTAINS A MINIMUM
BEARING LENGTH OF 2-1/2". PROVIDE WELDING MATERIALS INSTALLATION PROCEDURES TO
PREVENT BURNING OF HOLES IN THE DECK.
8. FURNISH SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS
MUST INCLUDE WELDING PROCEDURE, SIDE LAP CONNECTIONS, TESTING PROGRAMS FOR
WELDING, COATING MATERIAL AND ERECTION SEQUENCE.
9. COORDINATE CUTTING AND FRAMING OF OPENINGS IN METAL DECKS WITH SUBCONTRACTORS.
10. DO NOT SUSPEND DUCTS, PIPES OR OTHER LOADS FROM UNDERSIDE OF STEEL DECKING UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS. PROVIDE PIPE FLEXIBLE CONNECTOR AT SEISMIC
JOINTS.
METAL DECKING
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
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B Y
S
IZ
E
C H
E C
K E
D B
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A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
B
IM
/U
S H
I_ D
U
S A
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M
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B u ild in g
/R
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S .r v t
/8
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:1
:1
P M
S-002
S T
R U
C T
U R
A L G
E N
E R
A L N
O T
E S
T
E S
T S
A
N D
IN
S
P E
C T
IO
N
S
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
A U
G U
S T
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
AM
EN
D M
EN
T
101112131415C15D
MA
MB
MC
MD
ME
MF
MG
P
M10 M9 M8 M7 M6 M5 M4 M3 M2 M1
2" 23' - 3" 22' - 9" 22' - 9" 22' - 9" 22' - 9"
22' - 2" 5' - 4" 9' - 8" 7' - 2" 12' - 9" 12' - 9" 16' - 10" 5' - 4"
92' - 0"
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
MATCHLINE
/H1 SD121
TYP.
1' - 3" 1' - 3" 1' - 6" 1' - 6"
1' - 6"
1' - 6"
1' - 6"1' - 6"1' - 6"
1' - 6" 1' - 6" 1' - 6"
1' - 6"
1' - 6"
1' - 3"
1' - 6" 1' - 6"
1' - 6" 1' - 6" 1' - 6"
1' - 3"
1' - 3"1' - 6"1' - 6" 1' - 6"
1' - 3"
1' - 3"
1' - 3"
1' - 3"
1' - 3"
1' - 6"
1. SEE GENERAL SHEET NOTES ON S-111.
2. INFILL ALL (E) ABANDONED PENETRATIONS AND OPENINGS IN
CONCRETE FLOORS OR CONCRETE/MASONRY WALLS.
3. AT ALL LOCATIONS WHERE NEW CONCRETE IS PLACED AGAINST
(E) CONCRETE, ROUGHEN THE (E) CONCRETE TO 1/4" AMPLITUDE
AND CLEAN THE SURFACE PRIOR TO PLACING NEW CONCRETE.
4. REFER TO DRAWINGS S-001, S-002 FOR GENERAL NOTES,
ABBREVIATIONS AND SYMBOLS.
5. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING (INCLUDING THE
DESIGN) NEEDED DURING CONSTRUCTION AND DEMOLITION OF
EXISTING STRUCTURAL ELEMENTS.
6. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION AND REPORT
ANY DISCREPANCIES TO CONTRACTING OFFICER AND EOR PRIOR
TO COMMENCEMENT OF WORK.
7. NO POST INSTALLED ANCHORS ALLOWED WITHIN 1 3/8" OF
MASONRY WALL HEAD JOINT.
1. (E) CONC. FOOTING TO REMAIN, TYP.
2. (E) CONC. BM TO REMAIN, TYP.
3. (E) CONC. GRADE BEAMS TO REMAIN, TYP.
4. (E) CONC. TIE BEAMS TO REMAIN, TYP.
1'-6" EXISTING CONCRETE FOOTING THICKNESS
T R
U E
N
C B A
MW EW
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
PLAN
NORTH
B
IM
/U
S H
I_ D
U
S A
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B u ild in g
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Y J H
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S .r v t
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:1
:3
P M
SD111
S T
R U
C T
U R
A L D
E M
O P
L A
N
M
ID
D L E
W
IN
G
F O
U N
D A
T
IO
N
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
A U
G U
S T
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
1/8" = 1'-0"A1
FOUNDATION DEMO PLAN - MIDDLE WING
0 4' 8' 16'
GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTESXX
A
M E
N D
M E
N T
/8 /2
MA
MB
MC
MD
ME
MF
MG
P
M10 M9 M8 M7 M6 M5 M4 M3 M2 M1
3 4
TYP.
TYP.
MATCHLINE
/H1 SD131
2" 23' - 3" 22' - 9" 22' - 9" 22' - 9" 22' - 9"
22' - 2" 5' - 4" 9' - 8" 7' - 2" 12' - 9" 12' - 9" 16' - 10" 5' - 4"
92' - 0"
TYP
TYP.
6' - 0" 6' - 0"
/2
/2
6' - 0" 6' - 0"
1. SEE GENERAL SHEET NOTES ON SD111.
2. MIDDLE WING 1ST FLOOR ELV = - 4' - 1 1/2", UNO.
1. (E) CONC. COLUMN TO REMAIN, TYP.
2. (E) CONC. BM TO REMAIN, TYP.
3. (E) 6" ELEVATED CONC SLAB TO REMAIN.
4. (E) 5" REINF. CONC. SLAB ON GRADE TO REMAIN.
5. (E) CONC. WALL, TYP.
6. (E) 6" REINF. CONC. SLAB ON GRADE TO REMAIN.
7. SAWCUT AND REMOVE PORTION OF (E) SLAB FOR REMOVAL OF PLUMBING,
INSTALLATION OF FOOTING, AND/OR FOR INSTALLATION OF ELECTRICAL
RACEWAY. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL RACEWAY
LOCATION. SEE PLUMBING DRAWINGS FOR EXSITING PLUMBING LOCATION.
8. (E) EXTERIOR STAIR TO BE DEMOLISHED.
9 (E) GRADE BEAM TO REMAIN.
EXISTING CONCRETE SLAB TO BE SAWCUT AND REMOVED
EXISTING ELEVATED CONC SLAB TO REMAIN
T R
U E
N
C B A
MW EW
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
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D E
S
IG
N E
D B
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S U
B M
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T
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B Y
S
IZ
E
C H
E C
K E
D B
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A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
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N N
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3 5 7 9 11 13 15 17 19
L
J
G
E
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A
D A
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M A
R K
D E
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N
F ile
P a th
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2 4 6 8 10 12 14 16 18 20
P
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PLAN
NORTH
B
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S T
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A L D
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ID
D L E
W
IN
G
S
T F
L O
O R
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L E
M A
N O
M
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IT
A
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S E
R V
A T
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N
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A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
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M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
A U
G U
S T
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
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F Y
M
D T
F
B
U
IL
D
IN
G
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1/8" = 1'-0"A1
1ST FLOOR FRAMING PLAN - MIDDLE WING
0 4' 8' 16'
GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTESXX
A
M E
N D
M E
N T
/2 /2
A
M E
N D
M E
N T
/8 /2
7 6 5 4 3 2 18
E
F
D.7
22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9"
TYP. 2
TYP.
M A
T C
H L
IN
E
H
S
D
MATCHLINE
/A12 SD114
1' - 8" 1' - 8" 1' - 8" 1' - 8" 1' - 8" 1' - 8"
2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0"
1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"
89A9B101112131415C15D
D
E
F
Q
D.7
2" 23' - 3" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3" 2" 23' - 3"
TYP.
TYP.
M A
T C
H L
IN
E
A
S
D
M A
T C
H L
IN
E
A
S
D
MATCHLINE
/A1 SD111
1' - 3" 1' - 3"
2' - 0" 1' - 8" 1' - 8" 1' - 8" 2' - 0"
1' - 3" 1' - 3"
1' - 8"
1' - 6" 1' - 8"
2' - 0"2' - 0"2' - 0"2' - 0" 2' - 0"
1' - 8"
1' - 6" 1' - 6" 1' - 8" 1' - 6"
2' - 0"
1. SEE GENERAL SHEET NOTES ON SD111.
1. (E) CONC. FOOTING TO REMAIN, TYP.
2. (E) CONC. GRADE BEAMS TO REMAIN, TYP.
3. (E) CONC. WALL TO REMAIN, TYP.
4. (E) 2'-0"H X 7'-0"W GRILLE OPENING IN (E) CONCRETE GRADE BEAM WALL, TYP.
1'-6" EXISTING CONCRETE FOOTING THICKNESS
T R
U E
N
C B A
MW EW
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
PLAN
NORTH
B
IM
/U
S H
I_ D
U
S A
C E
M
D T
F
B u ild in g
/R
Y J H
M R
B
L D
G D
M M
S .r v t
/8
/2
:1
:3
P M
SD121
S T
R U
C T
U R
A L D
E M
O P
L A
N
S E
C T
IO
N
A
B
F O
U N
D A
T
IO
N
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
A U
G U
S T
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
1/8" = 1'-0"A1
FOUNDATION DEMO PLAN - SECTION A
0 4' 8' 16'
GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTESXX
1/8" = 1'-0"H1
FOUNDATION DEMO PLAN - SECTION B
0 4' 8' 16'
A
M E
N D
M E
N T
/8 /2
15C15D16171819202122
E
F
D.7
22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3" 2"
TYP.
TYP.
3 3
M A
T C
H L
IN
E
H
S
D
TYP
1' - 8" 1' - 8" 1' - 8" 1' - 8" 1' - 8" 1' - 8"
2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0"
1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6"
1. SEE GENERAL SHEET NOTES ON SD111.
1. (E) CONC. FOOTING TO REMAIN, TYP.
2. (E) CONC. GRADE BEAMS TO REMAIN, TYP.
3. (E) CONC. WALL TO REMAIN, TYP.
4. (E) 5" REINF. CONC. SLAB ON GRADE TO BE REPLACED AS NECESSARY.
SAWCUT AND REMOVE PORTION OF (E) SLAB FOR INSTALLATION OF NEW
FOUNDATION/PLUMBING LINES OR REMOVAL OF (E) PLUMBING LINES.
REFER TO S-122 AND PLUMBING PLANS.
EXISTING CONCRETE SLAB TO BE SAWCUT AND REMOVED AS NECESSARY.
1'-6" EXISTING CONCRETE FOOTING THICKNESS
T R
U E
N
C B A
MW EW
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
PLAN
NORTH
B
IM
/U
S H
I_ D
U
S A
C E
M
D T
F
B u ild in g
/R
Y J H
M R
B
L D
G D
M M
S .r v t
/8
/2
:1
:3
P M
SD122
S T
R U
C T
U R
A L D
E M
O P
L A
N
S E
C T
IO
N
C
B A
S E
M E
N T
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
A U
G U
S T
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
1/8" = 1'-0"A1
FOUNDATION AND BASEMENT PLAN - SECTION C
0 4' 8' 16'
GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTESXX
A
M E
N D
M E
N T
/8 /2
MA
MB
MC
MD
ME
MF
MG
P
M10 M9 M8 M7 M6 M5 M4 M3 M2 M1
TYP.
22' - 2" 5' - 4" 9' - 8" 7' - 2" 12' - 9" 12' - 9" 7' - 2" 9' - 8" 5' - 4"
92' - 0"
TYP.
UNO.
MATCHLINE
/H1 S-131
6' - 0"
6' - 0" 6' - 0"
W8X18
W X
T Y
5 EQ SPACES
25' - 6"
4 EQ SPACES
22' - 2"
4 EQ SPACES
22' - 2"
A1
S-506
TYP
TYP.
TYP.
TYP.
1. (E) CONC. COLUMN TO REMAIN, TYP.
2. (E) CONC. BM TO REMAIN, TYP.
3. (E) 6" ELEVATED CONC SLAB TO REMAIN.
4. (E) 5" REINF. CONC. SLAB ON GRADE TO REMAIN.
5. (E) CONC. WALL, TYP.
6. (E) 6" REINF CONC. SLAB ON GRADE TO REMAIN.
7. MECH. EQUIPMENT PAD PER DETAIL E6/S-501. VERIFY PAD SIZE WITH
EQUIPMENT MANUFACTURER REQUIREMENTS.
8. CONCRETE SOG PER DETAILS A6/S-502. SLAB THICKNESS TO MATCH
(E) SOG.
9. 4" MECH. EQUIPMENT PAD PER DETAIL . VERIFY PAD SIZE WITH
EQUIPMENT MANUFACTURER REQUIREMENTS.
10. W BM TO (E) CONC. BM CONNECTION PER DETAIL .
11. W BM TO W BM CONNECTION PER DETAIL .
/E6 S-501
/A6 S-502
/A6 S-501
/E15 S-507
/J1 S-507
1. SEE GENERAL SHEET NOTES ON S-111.
2. MIDDLE WING 1ST FLOOR FINISH ELEV = -4' 1 1/2" (1135.71 AMSL), UNO.
3. INFILL ALL (E) ABANDONED PENETRATIONS AND OPENINGS IN
CONCRETE ROOF PER DETAIL . SEE MECHANICAL
DEMOLITION DRAWINGS FOR APPROXIMATE LOCATION OF
ABANDONED OPENINGS IN CONCRETE ROOF.
/E12 S-502
CONCRETE EQUIPMENT PAD
CONCRETE SLAB
EXISTING ELEVATED CONC SLAB TO REMAIN
RACEWAY IN SOG PER A1/S-502/A1 S-506
T R
U E
N
C B A
MW EW
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
PLAN
NORTH
B
IM
/U
S H
I_ D
U
S A
C E
M
D T
F
B u ild in g
/R
Y J H
M R
B
L D
G D
M M
S .r v t
/8
/2
:1
:1
P M
S-112
S T
R U
C T
U R
A L P
L A
N
M
ID
D L E
W
IN
G
S
T F
L O
O R
H E
L E
M A
N O
M
IL
IT
A
R Y
R E
S E
R V
A T
IO
N
O
A H
U H
I
H O
N O
L U
L U
D
IS
T R
IC
T
B L D
G
R
O O
M
F
O R
T S
H A
F T
E R
H
I -5
J A
C O
B S
-A H
L J
V B
IS
H
O P
S T
S U
IT
E
H
O N
O L U
L U
H
I
Z B
A D
R A
L
W .T
S
O N
G
K H
A G
H
IG
H I
K H
A G
H
IG
H I
A U
G U
S T
W A
F
W A
-1 -D
-0
R T
A S
U B
M
IT
T A
L
F Y
M
D T
F
B
U
IL
D
IN
G
R Y
J
1/8" = 1'-0"A1
1ST FLOOR FRAMING PLAN - MIDDLE WING
GENERAL SHEET NOTES
LEGEND
SHEET KEYNOTESXX
0 4' 8' 16'
A
M E
N D
M E
N T
/2 /2
A
M E
N D
M E
N T
/8 /2
1. SEE GENERAL SHEET NOTES ON S-111.
2. APPROXIMATE FINISH GRADE ELEVATION BASED ON SITE VISIT
MEASUREMENTS. CONSTRACTOR MUST V.I.F.
1. (E) FOOTING TO REMAIN, TYP.
2. FTG W/ #6 @ 9" O.C. EA. WAY AT BOT. #5 @ 12" O.C. EA. WAY AT TOP. TIE INTO
(E) FOOTING W/ EPOXY DOWELS. NEW FTG. TO MATCH (E) FTG. WIDTH, UNO.
SEE DETAILS AND .
3. (E) CONC. GRADE BEAM TO REMAIN, TYP.
4. FTG PER A10/S-503.
5. CONCRETE WALL TOP CONNECTION PER .
6. 2'-0"X2'-0" DEEP CONCRETE SUMP PIT AT CORNER OF ELEVATOR PIT SLAB.
PROVIDE (2) #5X4'-0" DIAGONAL BARS AT CORNER OF SLAB. PROVIDE
(2) #5X4'-0" DIAGONAL BARS @ 3"O.C. TOP & BOTTOM OF ELEVATOR PIT SLAB.
7. 16" X 18" CONC. COL PER A10/S-503.
8. NOT USED.
9. (E) 2'-0"H X 7'-0"W GRILLE OPENING IN (E) CONCRETE GRADE BEAM WALL, TO
REMAIN, TYP.
10. INFILL (E) 2'-0"H X 7'-0"W GRILLE OPENING IN (E) CONCRETE GRADE BEAM WALL
WITH CONCRETE PER L12/S-502.
11. BOTTOM OF WALL FOOTING TO MATCH BOTTOM OF ADJACENT (E) FOOTING.
/E1 S-504 /E6 S-504
/A10 S-503
/A10 S-503
/L11 S-502
/F7 S-509
89A9B101112131415C15D
D
E
F
TYP.
2" 23' - 3" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 23' - 3" 2" 23' - 3"
7 TYP.
D.7
M A
T C
H L
IN
E
A
S
-1
M A
T C
H L
IN
E
A
S
-1
MATCHLINE
/A1 S-111
[-12'-10"] [-12'-9"] [-12'-9"] [-12'-0"] [-10'-10"]
[-12'-2"] [-12'-2"] [-10'-10"][-12'-5"][-12'-10"]
[-13'-2"] [-13'-0"] [-12'-8"] [-12'-2"]
[-11'-2"]
2' - 0"
2' - 0"
A10
S-503 2' - 6"
3' - 0" 3' - 0"
2' - 0"
2' - 0"
(-10'-10")
(-10'- 4")
(-9'-10") (-9'- 4") (-8'- 10") (-7'- 10")
(-11'-10") (-11'-10") (-10'- 4") (-9'-10")
(-9'- 4") (-8'-10") (-7'-10")
TYP.
10 9 9
TYP.
7' - 0"
F1
S-509 F1
S-509
F1
S-509
T/FTG = - 11' - 4"
/2
/2
/2
/2
S-401
A1
[-13'-7"](-9'-10")
CW8
A12
S-201
CW8.25
C W
B
C W
B
C W
B
CW8.25 CW8.25
A1
S-201
A1
S-201
SIM.
SIM. SIM.
(-7'-10")
3 TYP.
2' - 0"2' - 0"
4 4 4 4
CW8B CW8B
5 5
5 5
APPROX. FG = -5'-4" V.I.F.
SEE NOTE 2
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