FY-12 AC-130 Sq Ops
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- W912PP-12-R-0003
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11 X 17 Drawing Package 2
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L4ECEJER
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INDEX OF DRAWINGS
MECHANICAL
ARCHITECTURAL
TITLESEQ.
ELECTRICAL
GENERAL
FIRE PROTECTION
PLUMBING
CIVIL
SHEET TITLESEQ. SHEET
G-002
:1
F A
C
IL
IT
IE
S
D E
S
IG
N
C T
IO
N
C .O .E
C .O .E
C .O .E
GEOTECHNICAL
TITLESEQ. SHEET
STRUCTURAL
c a g .d g n
S-101
A
Y
M B
O L
G E
N D
IN
D
X
F
R
A W
IN
G S
S-001
S-002
S-003
S-004
S-005
S-102
S-103
S-104
S-401
S-105
S-106
S-502
LANDSCAPING
C-1013
54 S-602
S-70155
S-70256
S-503
S-504
S-601
PROJECT LOCATION MAP, VICINITY MAP, AND
BENCHMARK DATA
SITE PLANC-103
C-104
4 C-102
DEMOLITION PLAN
FIRST FLOOR FIRE PROTECTION PLAN
SECOND FLOOR FIRE PROTECTION PLAN
FX101
FX501
FA101
M-001
M-002
M-101
M-102
M-103
M-104
M-105
M-106
M-107
M-108
M-401
M-402
M-501
M-502
M-503
M-601
M-602
M-603
M-701
M-702
M-703
M-704
M-707
FX102
FIRE PROTECTION DETAILS
FIRST FLOOR FIRE ALARM PLAN
SECOND FLOOR FIRE ALARM PLANFA102
FA601
S-006
S-007
S-70357
TYPICAL FOUNDATION DETAILS
STRUCTURAL STEEL NOTES AND TYPICAL DETAILS
MASONRY NOTES AND TYPICAL DETAILS
NOTES
CONCRETE, FOUNDATION AND GENERAL STRUCTURAL
STRUCTURAL STUD WALL NOTES AND TYPICAL DETAILS
TYPICAL FRAMING DETAILS
ABBREVIATIONS
STRUCTURAL QUALITY ASSURANCE PROGRAM AND
FOUNDATION PLAN AREA ’A’
FOUNDATION PLAN AREA ’B’
SECOND FLOOR FRAMING PLAN AREA ’A’
SECOND FLOOR FRAMING PLAN AREA ’B’
ROOF FRAMING PLAN AREA ’A’
ROOF FRAMING PLAN AREA ’B’S-10743
S-20144
S-20245
FRAME ELEVATIONS
FRAME ELEVATIONS
ENLARGED STAIR PLANS AND DETAILS
S-50149 FOUNDATION SECTIONS AND DETAILS
FOUNDATION SECTIONS AND DETAILS
FOUNDATION SECTIONS AND DETAILS
BOX CULVERT SECTIONS AND DETAILS
COLUMN, BASE PLATE AND FOOTING SCHEDULES
FRAME CONNECTION SCHEDULE AND DETAILS
FRAMING SECTIONS AND DETAILS
FRAMING SECTIONS AND DETAILS
FRAMING SECTIONS AND DETAILS
FIRE ALARM/MASS NOTIFICATION SYSTEM RISER DIAGRAM
GRADING PLAN
C-105
C-106
C-107 SPOT ELEVATION PLAN
C-501 SITE DETAILS I
C-504
C-502
C-503
SITE DETAILS II
P-601
P-503
P-502
P-501
P-402
P-401
P-103
P-102
P-101
P-001
PLUMBING SCHEDULES
PLUMBING DETAILS III
PLUMBING DETAILS II
PLUMBING DETAILS I
SECOND FLOOR ENLARGED PLAN & RISER DIAGRAMS
FIRST FLOOR ENLARGED PLAN & RISER DIAGRAMS
SECOND FLOOR PLUMBING PLAN - AREA ’A’
FIRST FLOOR PLUMBING PLAN - AREA ’B’
FIRST FLOOR PLUMBING PLAN - AREA ’A’
PLUMBING LEGEND
L-501
L-102
L-101
LANDSCAPE DETAILS
IRRIGATION PLAN
LANDSCAPE PLAN
C-301
C-302 BOX CULVERT PROFILE
C-303 STORM DRAIN PROFILES
GAS AND WATER LINE DETAILS
G-002
G-001
INDEX OF DRAWINGS AND SYMBOL LEGEND
COVER SHEET
AG001
A-101
A-102
A-103
A-104
A-105
A-106
A-107
A-108
A-109
A-110
A-111
A-112
A-113
A-114
A-115
A-201
A-202
A-301
A-302
A-303
A-304
A-305
A-306
A-401
A-402
A-403
A-501
A-502
A-601
A-602
A-603
A-604
A-605
SANITARY SEWER PROFILE & PAVEMENT MARKING PLAN
X
TITLE
SCALE: ..."=1’-0"
X
SHT
X
SHT
SHT
X
SHT
CALL-OUT
DETAIL
ENLARGED
CALL-OUT
DETAIL
SECTION
CALL-OUT
DETAIL
ELEVATION
TITLE
DRAWING
SYMBOL LEGEND
HVAC LEGENDS
HVAC LEGENDS AND NOTES
FIRST FLOOR HVAC PLAN - AREA ’A’
FIRST FLOOR HVAC PLAN - AREA ’B’
SECOND FLOOR HVAC PLAN - AREA ’A’
SECOND FLOOR HVAC PLAN - AREA ’B’
FIRST FLOOR HYDRONIC PIPING PLAN - AREA ’A’
FIRST FLOOR HYDRONIC PIPING PLAN - AREA ’B’
SECOND FLOOR HYDRONIC PIPING PLAN - AREA ’A’
SECOND FLOOR HYDRONIC PIPING PLAN - AREA ’B’
HVAC DETAILS I
HVAC DETAILS II
HVAC DETAILS III
HVAC SCHEDULES I
HVAC SCHEDULES II
HVAC SCHEDULES III
HVAC CONTROL SYSTEM SEQUENCES OF OPERATION
HYDRONIC SYSTEMS CONTROLS
VAV AIR HANDLING SYSTEM CONTROLS I
CONTROL POINTS INPUT/OUTPUT SUMMARY SCHEDULE
SANITARY SEWER AND PIPE HEADWALL DETAILS
LIFE SAFETY PLANS AND CODE ANALYSIS
FIRST FLOOR PLAN AREA ’A’
FIRST FLOOR PLAN AREA ’B’
SECOND FLOOR PLAN AREA ’A’
SECOND FLOOR PLAN AREA ’B’
FIRST FLOOR REFLECTED CEILING PLAN AREA ’A’
FIRST FLOOR REFLECTED CEILING PLAN AREA ’B’
SECOND FLOOR REFLECTED CEILING PLAN AREA ’A’
SECOND FLOOR REFLECTED CEILING PLAN AREA ’B’
ROOF DETAILS AND MISCELLANEOUS DETAILS
FIRST FLOOR SIGNAGE AND FURNISHINGS - AREA ’A’
FIRST FLOOR SIGNAGE AND FURNISHINGS - AREA ’B’
SECOND FLOOR SIGNAGE AND FURNISHINGS - AREA ’A’
SECOND FLOOR SIGNAGE AND FURNISHINGS - AREA ’B’
EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS
BUILDING SECTIONS
BUILDING SECTIONS
WALL SECTIONS
WALL SECTIONS
PARTITION TYPES
WALL SECTIONS
ENLARGED PLANS AND ELEVATIONS
ENLARGED PLANS AND ELEVATIONS
ENLARGED PLANS AND ELEVATIONS
ENLARGED PLANS AND ELEVATIONS
ACCESSIBILITY AND MISCELLANEOUS DETAILS
DOOR AND WINDOW DETAILS
ROOM FINISH AND MATERIAL SCHEDULES
FIRST AND SECOND FLOOR FINISH PLANS
DOOR/WINDOW/FRAME SCHEDULE AND TYPES
***FOR INFORMATION ONLY*** FIRST FLOOR
DOOR HARDWARE FUNCTIONS
***FOR INFORMATION ONLY*** SECOND FLOOR
DOOR HARDWARE FUNCTIONS
S-20346 BLAST FRAME ELEVATION AND DETAILS
S-40248 MISCELLANEOUS ENLARGED PLANS AND DETAILS
S-70458 FRAMING SECTIONS AND DETAILS
S-70559 FRAMING SECTIONS AND DETAILS
S-70660 FRAMING SECTIONS AND DETAILS
S-70761 FRAMING SECTIONS AND DETAILS
STRUCTURAL CONT’D
ENERGY RECOVERY MAKE-UP AIR HANDLING UNIT CONTROLS
M-705 HVAC SYSTEMS CONTROLS I
M-706 HVAC SYSTEMS CONTROLS II
LEGEND, SYMBOLS AND PATTERNS
ARCHITECTURAL ABBREVIATIONS, GENERAL NOTES,
A-307 CANOPY SECTIONS AND MISCELLANEOUS DETAILS
ENLARGED PLANS AND ELEVATIONS
A-404
A-405
OVERALL UTILITY PLAN
UTILITY PLAN
OR DETAIL IS DRAWN.
WHERE THE DRAWING
REFERS TO THE SHEET
IN ALL CASES, "SHT"
WHERE IT IS DRAWN.
DETAIL ON THE SHEET
OF THE DRAWING OR
"X" IS THE UNIQUE ID
ROOF PLAN
B-705
B-704
B-703
B-702
B-701
B-501
B-301
B-103
B-102
B-101
DRILLING LOGS V
DRILLING LOGS IV
DRILLING LOGS III
DRILLING LOGS II
DRILLING LOGS I
PAVEMENT DETAILS
PAVEMENT SECTIONS
JOINT LAYOUT PLAN
SUBSURFACE INVESTIGATION PLAN
PAVEMENT SITE PLAN
ENLARGED MECHANICAL ROOM 145 - HVAC PLAN
ENLARGED MECHANICAL ROOM 145 -HYDRONIC PIPING PLAN
M-403 ENLARGED MECHANICAL ROOM SECTION PLAN - "A"
ENLARGED MECHANICAL ROOM SECTION PLAN - "B"M-404
FIRST FLOOR DIMENSION AND SLAB JOINT PLAN
EY502
EY501
EY104
EY103
EY102
EY101
ET504
ET503
ET502
ET501
ET104
ET103
ET102
ET101
EP606
EP605
EP604
EP603
EP602
EP601
EP501
EP108
EP107
EP106
EP105
EP104
EP103
EP102
EP101
EL601
EL503
EL502
EL501
EL104
EL103
EL102
EL101
EG501
EG102
EG101
ES502
ES501
ES101
ED101
E-002
E-001
ACCESS CONTROL SYSTEM DIAGRAM
ACCESS CONTROL SYSTEMS
SECOND FLOOR SPECIAL SYSTEMS PLAN - AREA ’B’
SECOND FLOOR SPECIAL SYSTEMS PLAN - AREA ’A’
FIRST FLOOR SPECIAL SYSTEMS PLAN - AREA ’B’
FIRST FLOOR SPECIAL SYSTEMS PLAN - AREA ’A’
IT LAN & TELEPHONE DETAILS II
IT LAN & TELEPHONE DETAILS I
COMM ROOM 2ND FLOOR RISER DIAGRAM
COMM ROOM 1ST FLOOR RISER DIAGRAM
SECOND FLOOR COMM. PLAN - AREA ’B’
SECOND FLOOR COMM. PLAN - AREA ’A’
FIRST FLOOR COMM. PLAN - AREA ’B’
FIRST FLOOR COMM. PLAN - AREA ’A’
PANEL SCHEDULE SHEET IV
PANEL SCHEDULE SHEET III
PANEL SCHEDULE SHEET II
PANEL SCHEDULE SHEET I
ELECTRICAL EQUIPMENT SCHEDULE
ELECTRICAL ONE-LINE DIAGRAM
ELECTRICAL POWER PLAN DETAILS
ELECTRICAL SECOND FLOOR MECHANICAL POWER PLAN - AREA ’B’
ELECTRICAL SECOND FLOOR MECHANICAL POWER PLAN - AREA ’A’
ELECTRICAL FIRST FLOOR MECHANICAL POWER PLAN - AREA ’B’
ELECTRICAL FIRST FLOOR MECHANICAL POWER PLAN - AREA ’A’
ELECTRICAL SECOND FLOOR POWER PLAN - AREA ’B’
ELECTRICAL SECOND FLOOR POWER PLAN - AREA ’A’
ELECTRICAL FIRST FLOOR POWER PLAN - AREA ’B’
ELECTRICAL FIRST FLOOR POWER PLAN - AREA ’A’
ELECTRICAL LIGHT FIXTURE SCHEDULE
ELECTRICAL LIGHTING FIXTURE DETAILS III
ELECTRICAL LIGHTING FIXTURE DETAILS II
ELECTRICAL LIGHTING FIXTURE DETAILS I
ELECTRICAL SECOND FLOOR LIGHTING PLAN - AREA ’B’
ELECTRICAL SECOND FLOOR LIGHTING PLAN - AREA ’A’
ELECTRICAL FIRST FLOOR LIGHTING PLAN - AREA ’B’
ELECTRICAL FIRST FLOOR LIGHTING PLAN - AREA ’A’
ELECTRICAL GROUNDING DETAILS
LIGHTNING PROTECTION PLAN
ELECTRICAL GROUNDING PLAN
ELECTRICAL SITE DETAILS II
ELECTRICAL SITE DETAILS I
ELECTRICAL SITE PLAN
ELECTRICAL DEMOLITION PLAN
ELECTRICAL DEVICES TYPICAL PLACEMENT
ELECTRICAL LEGEND
US Army Corps of Engineers
D e s c r ip t io n D a t e
A p p r
M a r k
2 3 4 5
A L
B U
Q U
E R
Q U
E
N
W
M
X
IC
O
C O
R P
G
IN
E E
R S
U .S
A R
G
IN
E
IS
T R
IC
T
Albuquerque District
SHEET NO.
OF
SEQUENCE NO.
e r o
A c c id e n t s e
T le r a n c e
F il e a m e
P lo t
D a t e
P lo t
S c a le
D E
S
B
D R
A
R E
V
IE
W
D A
T E
C H
IE
F
1 2 3 4 5
S O
L
C O
N T
R A
C
B
A
C
D D
C
B
A
F A
C
IL
IT
Y
R
E C
A P
Z
Q Z
F Y
Q
U A
D R
E R
A T
IO
N S
C A
N N
IR
R
O V
IS
N
X
IC
O
BID SET - NOT FOR CONSTRUCTION
J U
N E
W
P P
R
US Army Corps of Engineers
D e s c r ip t io n D a t e
A p p r
M a r k
2 3 4 5
A L
B U
Q U
E R
Q U
E
N
X
IC
O
C O
R
G
IN
E E
R S
U .S
A R
G
IN
E
T R
IC
T
Albuquerque District
SHEET NO.
OF
SEQUENCE NO.
e c id e n t s e le r a n c e
F m e
P lo t
D a t e
P lo t
S c a le
D E
S
D R
A
R E
V
IE
W
D A
T E
C H
IE
F
1 2 3 4 5
S O
L
C O
N T
R A
B
A
C
D D
C
B
A
F A
C
IL
IT
Y
R
E C
A P
Q Z
F Y
U A
D R
E R
A T
IO
N S
C A
N N
R
O V
IS
N
X
IC
O
BID SET - NOT FOR CONSTRUCTION
J U
N E
W
P P
R
7228 7226
07303
72047202
L O
O P
C A
R O
L
IN
A
C O
U R
T
ID
A H
O
7229 7227 7225 72
A L
A B
A M
A720572037201
7007 7523
75317533
750575037501
IOWA
S T R E E T
F L
O R
ID
A L
O O
P
OREGON CT
75027500
C H
IC
A M
A U
G A S
T R
E E
T
M A
IN
C T
M O
N T
A N
A L
O O
P T E
N N E S S E E C
T
7102 7100
J A
M E
S B
O A
T R
IG
H T
STATE ROAD 277
STATE ROAD 277
B U
R L
IN
G T
O N N
O R
T H
E R
N S
A N
T A F
E R
R
U .S
H
IG
H W
A Y
-8
B U
R L
IN
G T
O N N
O R
T H
E R
N S
A N
T A F
E R
R
U .S
H
IG
H W
A Y
-8
0 7
V B
7 78
ALASKA C
T
TOT LOT
07 81
DELAW
ARE
BB
S O F
C
IN
T E N
A N C E
H
A N
G A R
A M
X S
F A C
IL
IT
Y
FUEL
(C O
N S T R
U C T
IT
H
IN
T
H E
A
M X S
P R
O J E C T
P O
V
P
A R
K
IN
G
F A C
IL
IT
Y
(R
E C
A P
S O F
S
Q U
NO
PARKIN
G
NO
PARKIN
G
NO PARKING
NO PARKING
NO PARKING
NO PARKING
A C
R E
S
.9
E A
S T
A G
IN
G
A C
R E
S
.2
E A
S T
A G
IN
G
A C
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S
.6
E A
S T
A G
IN
G
.4
A
C R
E S
A R
E A
S T
A G
IN
G
.4
A
C R
E S
A R
E A
S T
A G
IN
G
A C
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S
.4
A R
E A
S T
A G
IN
G
A C
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S
.7
E A
S T
A G
IN
G A
C R
E S
.6
E A
S T
A G
IN
G
SCALE: 1"=600’
0 600’ 1200’ 1800’
PROJECT LOCATION MAP
Hobbs
Roswell
Clovis
Ft. Sumner
Carlsbad
Tucumcari
Alamogordo
Carrizozo
Deming
Lordsburg
Silver City
Consequences
Truth or
Socorro
WHITE
SANDS
MISSILE
RANGE
HOLLOMAN AFB
Santa Fe
Raton
Vaughn
Santa Rosa
Albuquerque
KIRTLAND
AFB
Espanola
Shiprock Farmington
Aztec
Trinidad
Walsenburg
Ft. Garland Cortez
Gallup
Chama
Alamosa
Bernalillo
Clayton
FT. WINGATE
ARMY DEPOT
SAC PEAK
OBSERVATORY
Pecos
Alpine
Marfa
Van Horn
El Paso
Ft. Stockton
FORT BLISS PYOTE AFB
M E X I C O
N E W M E X I C 0
T E X A S
C O L O R A D O
N
VICINITY MAP
U .S
H
IG
H W
NOT TO SCALE
CANNON AFB
B U
R L
IN
G T
R T
H E
N
CONTROL POINT TABLE
BENCHMARK
4286.90’
4279.46’
4267.17’
I
ELEVATION
LOCATION
PROJECT
G E
N E
R
G
IN
E E
R
IN
G
C T
IO
N
C-101
EAST PERIMETER RD.
OLD RUNWAY (UNUSED)
S O
U
H
R
IM
E T
4271.93’
CP-103
CP-102
CP-151
CP-100
OFFICE (BLDG 355)
BASE CIVIL ENGINEER’S FIRE STATION
ACCESS POINT
CONTRACTOR
PORTALES GATE
DESCRIPTION
CP-100
CP-101
CP-102
CP-103
CP-150
CP-151
CP-101
NORTHING EASTING
BRASS CAP IN CONCRETE
847,801.08’
852,394.93’
1,236,253.97’
1,231,498.20’
1,227,701.62’
1,229,830.94’
1,225,949.05’
1,225,888.66’
851,626.29’
845,459.83’
849,316.43’
852,368.82’
4262.62’
4266.79’
BRASS CAP IN CONCRETE
BRASS CAP IN CONCRETE
BRASS CAP IN CONCRETE
BRASS CAP IN CONCRETE
BRASS CAP IN CONCRETE
CP-150
1 14
C A
C .d g n
V
IC
IN
P
A
N C
H M
A
K
T A
P R
O J E
C A
T
IO
P
U .S
H
IG
H W
A Y
-8
SITE NOTES
4.
3.
2.
1.
7.
6.
5.
RECLAIMED WASTEWATER FOR CONSTRUCTION NOTES
AVAILABLE FOR REVIEW UPON REQUEST THROUGHOUT THE LIFE OF THE PROJECT.
RECORD SHALL BE PROVIDED TO THE CONTRACTING OFFICER AT PROJECT COMPLETION AND SHALL BE
RECORD WASTEWATER USAGE WEEKLY AT A MINIMUM AND SHALL KEEP A PERMANENT RECORD OF USAGE. THE
THE CONTRACTOR SHALL METER AND RECORD THE AMOUNT OF WASTEWATER USED. THE CONTRACTOR SHALL
USE INCLUDING ALL PUMPING, PIPING, STORAGE, AND ASSOCIATED EQUIPMENT.
PROPOSED METHODS AND EQUIPMENT FOR OBTAINING RECLAIMED WASTEWATER FROM THE BASIN TO POINT OF
THE CONTRACTOR SHALL SUBMIT (FOR REVIEW AND APPROVAL) DRAWINGS SHOWING THE CONTRACTOR’S
MAXIMUM WATER ELEVATION IN BASIN, 4282; BASIN INVERT AT LOWEST POINT, 4262.
WASTEWATER AT PROJECT COMPLETION. ELEVATIONS AT BASIN ARE AS FOLLOWS: TOP OF BASIN BERM, 4284;
THE CONTRACTING OFFICER. THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT USED TO OBTAIN RECLAIMED
PIPELINE SHALL BE COORDINATED WITH AND APPROVED BY THE BASE CIVIL ENGINEER’S (BCE) OFFICE THROUGH
TRAFFIC. ANY ABOVE GROUND PIPELINE SHALL BE MARKED NON-POTABLE. THE ROUTE OF WASTEWATER
UNPAVED). PIPELINES SHALL CROSS ROADS IN SUCH A MANNER THAT THE PIPELINE WILL NOT IMPEDE ROAD
OF USE, HOWEVER, THE PIPELINE SHALL NOT BLOCK ANY EXISTING ACCESS ROADS (WHETHER PAVED OR
THE BASIN AND PIPED TOWARD THE ADJACENT UNUSED RUNWAY. WATER MAY BE PIPED TOWARD THE POINT
DOUBLE-WALLED TO PROVIDE SECONDARY FUEL CONTAINMENT. THE WASTEWATER SHALL BE PUMPED OUT OF
AT THE WASTEWATER BASIN) FOR WITHDRAWING WASTEWATER FROM THE BASIN. ALL FUEL TANKS SHALL BE
THE CONTRACTOR SHALL PROVIDE A FUEL POWERED PUMP OR FUEL POWERED GENERATOR (TO POWER A PUMP
SPECIFICATION FOR MIXING WATER USED IN THE PRODUCTION OF HYDRAULIC CEMENT CONCRETE."
ACCORDANCE WITH THE CONTRACT SPECIFICATIONS AND WITH ASTM C 1602/C 1602M - 06: "STANDARD
WHEN WASTEWATER IS USED FOR CONCRETE PRODUCTION THE WASTEWATER AND CONCRETE SHALL BE TESTED IN
WASTEWATER, AUGUST 7, 2003.
MEXICO ENVIRONMENT DEPARTMENT POLICY FOR THE ABOVE GROUND USE OF RECLAIMED DOMESTIC
THE RECLAIMED WASTEWATER MEETS THE STANDARDS FOR CLASS 1B WASTEWATER AS DEFINED BY THE NEW
THE SATISFACTION OF THE CONTRACTING OFFICER.
REPAIRED BY THE CONTRACTOR (TO ORIGINAL CONDITION OR BETTER) AT NO COST TO THE GOVERNMENT AND TO
ANY DAMAGE TO THE BASIN, BASIN FENCE, OR OTHER EQUIPMENT (CAUSED BY THE CONTRACTOR) SHALL BE
WASTEWATER SHALL NOT BE USED FOR BACKFILLING OF POTABLE WATER LINES AND/OR APPURTENANCES.
FOR CONCRETE PRODUCTION PROVIDED IT MEETS APPLICABLE REQUIREMENTS (SEE NOTE 4). RECLAIMED
LOCATION OF THE BASIN. WATER SHALL BE USED FOR EARTHWORK AND DUST CONTROL. WATER MAY BE USED
RECLAIMED, WASTEWATER BASIN LOCATED AT THE BASE WASTEWATER TREATMENT PLANT. SEE THIS SHEET FOR
THE CONTRACTOR SHALL OBTAIN WATER FOR CONSTRUCTION RELATED TO THIS PROJECT FROM THE OPEN, SCALE: 1"=600’
TREATMENT PLANT
BASE WASTEWATER
Las Vegas
Las Cruces
Taos
R U
N W
A Y
R U
N W
A Y
Durango
Presidio
CANNON AIR FORCE BASE
30 GPM.
ONE TIME (FROM ALL CONNECTIONS) TO
WITHDRAWN FROM THE SYSTEM AT ANY
LIMIT THE TOTAL FLOW RATE
VALVE AT EACH CONNECTION POINT TO
CONTRACTOR SHALL PROVIDE A CONTROL
WITH THE CONTRACTING OFFICER. THE
CONSTRUCTION SHALL BE COORDINATED
BASE WATER SYSTEM FOR
UTILITY PLAN. CONNECTIONS TO THE
PROJECT SITE ARE ILLUSTRATED IN THE
OF POTABLE WATER LINES NEAREST THE
5. THE APPROXIMATE LOCATION
=1.000184538.
TO GROUND COMBINED FACTOR
EXPRESSED IN U.S. SURVEY FEET. GRID
COORDINATES AND ELEVATIONS ARE
ELEVATIONS REFERENCE NAVD 88.
EAST ZONE, NAD 83. CONTROL POINT
MEXICO STATE PLANE GRID COORDINATES,
4. BENCHMARK COORDINATES ARE NEW
CONTRACTING OFFICER.
STAGING AREA LOCATIONS WITH THE
3. CONTRACTOR SHALL COORDINATE
EXPENSE AND RESPONSIBILIITY.
WASTE MATERIAL OFF THE BASE AT HIS
2. THE CONTRACTOR SHALL DISPOSE OF
HIS EXPENSE AND RESPONSIBILITY.
BORROW MATERIAL OFF THE BASE AT
1. THE CONTRACTOR SHALL OBTAIN
ACCESS/HAUL ROUTE
CONTRACTOR’S
ACCESS/HAUL ROUTE
CONTRACTOR’S
WASTEWATER BASIN
9 MIL GAL RECLAIMED
N
BLDG 2209
PASS / ID OFFICE
VISITOR CENTER
STAGING AREA
CONTRACTOR’S
STAGING AREA DETAIL
CONTRACT
NOT IN
AREA
STAGING
NOT TO SCALE
ROAD
ACCESS
E 852,001.02
N 1,231,551.02
E 852,114.41
N 1,231,548.21
E 852,151.45
N 1,231,763.33
E 852,359.72
N 1,231,758.17 E 852,353.47
N 1,231,192.97
E 852,108.80
N 1,231,192.82
E 852,001.02
N 1,231,192.81
ACRES
4.02
J .V
IG
IL
J .V
IG
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C
V E
L A
S Q
U
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of Engineers
D e s c r ip t io n D a t e
A p p r
M a r k
2 3 4 5
A L
B U
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Albuquerque District
SHEET NO.
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e c id e n t s e le r a n c e
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U A
D R
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N N
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IS
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BID SET - NOT FOR CONSTRUCTION
J U
N E
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P P
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SS-10"
S S
G-6"
FM-4"
W-12"
SS-10"
W
W
G-4"
G
W
UE UE
C C
U E
C
C
UE
M H
IN
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.4
M H
IN
V
.2
M H
IN
V
.0
UE
U E
FACILITY-RECAP
SOF SQUAD OPS
FACILITY
SQUAD OPS
SOF C-130
EXISTING ASPHALT ROAD
DEMOLITION PLAN
SCALE: 1"=20’
GENERAL DEMOLITION NOTES
LEGEND
SS
G
UE
C
W
W
D E
M O
L
IT
A N
40’ 60’10’ 20’0’
1" = 20’
KEY NOTES
BLDG
RST
XX XX
G E
N E
R
G
IN
E E
R
C T
IO
N
C-102
Y A
R D
M E
C H
E X
IS
T
P H
A
R
D
S T
O R
A G
E
CAP EXISTING LINE TO REMAIN
EXISTING MANHOLE
CULVERT
EXISTING
PATIO
COVERED
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 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
X X
X X
X X
X X
X X
X X
X X
SHOULDER
EXISTING ROAD
6.
5.
4.
3.
2.
1.
INFORMATION.
COMMUNICATION LINE DEMOLITION
FOR ELECTRICAL LINE AND
REFER TO ELECTRICAL DRAWINGS
NEW UTILITIES.
RELATED TO THE INSTALLATION OF
FLEXIBLE PAVEMENT TO BE REMOVED
EXACT LOCATION OF RIGID AND
REFER TO THE UTILITY PLAN FOR
KEEP THESE UTILITIES IN OPERATION.
PIPING, VALVING, EQUIPMENT, ETC. TO
PROVIDE ALL REQUIRED PUMPS,
FACILITIES. THE CONTRACTOR SHALL
GAS AND ELECTRICAL) TO ADJACENT
(INCLUDING WATER, SANITARY SEWER,
CONTRACT, UTILITY SERVICES
THROUGHOUT THE PERIOD OF THE
RESPONSIBLE FOR MANTAINING,
THE CONTRACTOR SHALL BE
PLACE.
OR BETTER THAT IS TO REMAIN IN
PAVEMENT TO ORIGINAL CONDITION
FOR REPLACING ANY DAMAGED
THE CONTRACTOR IS RESPONSIBLE
REFERENCED.
PROJECT QUANTITIES FOR ITEMS
KEYED NOTES ARE TOTAL ITEM
QUANTITIES INDICATED IN LEGEND AND
PRIOR TO DEMOLITION OPERATIONS.
SHALL FIELD VERIFY LOCATIONS
ARE APPROXIMATE. CONTRACTOR
EXISTING UTILITY LOCATIONS SHOWN
DEMOLITION
DRAWING SET FOR CORRESPONDING
PROJECT CZQZ073014. SEE ASSOCIATED
AND ASSOCIATED PARKING AREA WITHIN
(NIDS) NEW SOF SQUAD OPS FACILITY
MH524
MH525
MH526A
MH526
.5 ’+(T
Y P
UEXX XX
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 X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
EXIST. ELEC. TRANSFORMER
NEW WATERLINE CAP
EXIST. CAPPED LINE
EXIST. MANHOLE/VAULT
EXIST. FIRE HYDRANT
EXIST. VALVE
RELOCATION.
FOR ASSOCIATED REMOVAL AND
LINE. SEE ELECTRICAL DRAWINGS
EXIST. UNDERGROUND COMM
TO BE REMOVED
EXIST. UNDERGROUND ELEC. LINE
ELECT. LINE
EXIST. UNDERGROUND
EXIST. GAS LINE
EXIST. SAN. SEW. LINE
BE REMOVED
ABANDONED WATER LINE TO
EXIST. WATER LINE
REMOVED (260– SF)
(2�"– THICK) TO BE
EXISTING FLEXIBLE PAVEMENT
EXISTING BUILDING
NEW BUILDING (NIDS)
NEW BUILDING
5’
U E
HEADWALL TO BE REMOVED
EXISTING CONCRETE
EXISTING DRAINAGE DITCH
AND WET WELL
EXIST. LIFT STATION
FOR MORE INFORMATION.
TO BE REMOVED. SEE ELEC. SHT. ED-101
2. EXISTING UNDERGROUND ELECTRICAL LINE
REMOVED AS SHOWN. (250 L.F.)
1. EXISTING ABANDONED 6" WATER LINE TO BE
2 14
C A
C .d g n
(PROJECT CZQZ073014).
SQUAD OPS FACILITY DRAWING SET
CONSTRUCTION DATA IS INCLUDED IN THE
WITHIN THIS CONTRACT, BUT ASSOCIATED
NIDS INDICATES NEW ITEMS THAT ARE
TRANSLATES TO "NOT IN DRAWING SET".
7. NIDS (SEE LEGEND AND/OR PLAN)
J .V
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Q U
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63.5’
.5
P L
V
L V
L V
L V
L V
L V
L V
L V
EXISTING ASPHALT ROAD
E X
IS
T
P H
A
A D
US Army Corps of Engineers
D e s c r ip t io n D a t e
A p p r
M a r k
2 3 4 5
A L
B U
Q U
E R
Q U
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N
X
IC
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C O
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IN
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R S
U .S
A R
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IN
E
T R
IC
T
Albuquerque District
SHEET NO.
OF
SEQUENCE NO.
e c id e n t s e le r a n c e
F m e
P lo t
D a t e
P lo t
S c a le
D E
S
D R
A
R E
V
IE
W
D A
T E
C H
IE
F
1 2 3 4 5
S O
L
C O
N T
R A
B
A
C
D D
C
B
A
F A
C
IL
IT
Y
R
E C
A P
Q Z
F Y
U A
D R
E R
A T
IO
N S
C A
N N
R
O V
IS
N
X
IC
O
BID SET - NOT FOR CONSTRUCTION
J U
N E
W
P P
R
NO PARKING NO PARKING
R K
IN
G
NO PARKING
NO PARKING
NO PARKING
GENERAL SITE NOTES
LOCATION
RISERS
NO. OF
(W/O TREADS)
STOOP TOP LANDING DIM.
LEGEND
SCALE: 1"=20’
SITE PLAN
P L
A N
BLDG. CORNER
NEW BUILDING
1. SEE SHTS. C-501 AND C-502 FOR SITE DETAILS.
2. STOP SIGNS AND STOP BAR STRIPING SHALL BE
PER U.S. DEPARTMENT OF TRANSPORTATION, ANSI
D6.1E-1989, MANUAL ON UNIFORM TRAFFIC CONTROL
EDITION.
3. NIC (SEE LEGEND AND/OR PLAN) INDICATES NEW
ITEMS THAT ARE TO BE CONSTRUCTED BY OTHERS
(NOT IN THIS CONTRACT). THE CONTRACTOR FOR
THIS PROJECT SHALL COORDINATE AS REQUIRED
WITH THE CONTRACTORS OF THE OTHER INDICATED
PROJECTS TO ENSURE THAT NEW CONSTRUCTION
AT PROJECT BOUNDARIES IS COMPATABLE BETWEEN
PROJECTS. THE CONTRACTING OFFICER SHALL BE
NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE
DISCOVERED.
5. SEE GEOTECHNICAL SHEETS FOR PAVEMENT
INFORMATION.
8. SEE ARCHITECTURAL SHEETS FOR MECHANICAL
YARD INFORMATION.
9. SEE SHEET C-101 FOR BENCHMARK AND SURVEY
DATA NOT SHOWN ON THIS SHEET.
40’ 60’10’ 20’0’
1" = 20’
G E
N E
R
G
IN
E E
R
C T
IO
N
C-103
S
A N
C A
C .d g n
E Q
E Q
E Q
.6
BLDG. CORNER
PATIO
COVERED
BLDG
RST
E 849,903.70 N 1,230,477.20
E 849,890.72 N 1,230,693.44
’B
R =6 ’B
82’ ATFP STANDOFF DISTANCE
13.75’
1 ON 4
1 ON 4
STOOP SCHEDULE
EXISTING CULVERT
R =2
(TYP.)
(TYP.)
SEE NOTE 2
’ 5’
CORRESPONDING CONSTRUCTION.
ASSOCIATED DRAWING SET FOR
PROJECT CZQZ073014. SEE
(NIDS) NEW PARKING AREA WITHIN
CORRESPONDING CONSTRUCTION.
SEE ASSOCIATED DRAWING SET FOR
FACILITY WITHIN PROJECT CZQZ073014.
(NIDS) NEW SOF C-130 SQUAD OPS
(TYP.)
R=13’
BIO SWALE
AREA DRAWING SET.
SEE SOF C-130 (RECAP) PARKING
AND CMU WALL WITHIN THIS PROJECT.
ENTRANCE DRIVES, DUMPSTER, SIDEWALK,
NEW PARKING AREA AND ASSOCIATED
DEVICES FOR STREETS AND HIGHWAYS, 2009
28.33’ 5’
14.5’
NEW BUILDING (NIDS)
4’
(TYP.)
20’
NEW 6" CONCRETE CURB AND GUTTER
BEDDING MATERIAL AND FILTER FABRIC
NEW 12" THICK RIPRAP WITH 4"
DISTANCE
33’ ATFP STANDOFF
.6
63.5’
4’ X 8’
4’ X 4’
.6
40.75’
M E
C H
Y A
R D
S C
R E
E N
E D
T
Y P
L DRAIN (TYP.)
C
T
Y P
FACILITY-(RECAP)
SOF SQUAD OPS
FACILITY
SQUAD OPS
SOF C-130
SHOULDER
EXISTING ROAD
EXISTING BUILDING
(PROJECT CZQZ073021)
(NEW GPMX FACILITY) WITHIN
(NIC) CONCURRENT CONSTRUCTION
NEW SIDEWALK DRAIN (9 TOTAL)
.5
22.5’
5.83’
36.67’
T
Y P
.2
S
ID
E W
A L
K T
R A
N S
IT
IO
N
10’ TRANSITION
NEW PCC PAVEMENT
HORIZONTAL CONTROL.
SYSTEM INFORMATION NOT SHOWN AND FOR CBC
7. REFER TO THE GRADING PLAN FOR STORM DRAIN
6’
.6
OPENING LOCATIONS.
TO THE ARCHITECTURAL SHEETS FOR BUILDING
OPENING THAT THEY ARE ASSOCIATED WITH. REFER
SIDEWALKS SHALL BE CENTERED WITH THE BUILDING
4. UNLESS ILLUSTRATED OTHERWISE, STOOPS, AND
.6
C L
41.17’
8.76’
18’ 20’ 20’
LC LC LC LC LCLC
FOR STRIPING
SEE NOTE 12
IS AT FINISHED GRADE
CULVERT. TOP SLAB
NEW CONC. BOX
DRAIN (TYP.)
NEW SIDEWALK
24.6’
N O
T E
45.83’B
R12.75’
.5
20’ 20’ 20’
SPOT ELEVATION PLAN AND CBC HORIZ. CONTROL.
6. SEE SHEET C-107 FOR RIGID PAVEMENT (PCC)
DIMENSIONS.
12. SEE SHEET C-301 FOR PAVEMENT MARKING PLAN AND
INFORMATION.
11. SEE STRUCTURAL SHEETS FOR BOX CULVERT
FACILITY DRAWING SET (PROJECT CZQZ073014).
CONSTRUCTION DATA IS INCLUDED IN THE SQUAD OPS
THAT ARE WITHIN THIS CONTRACT, BUT ASSOCIATED
"NOT IN DRAWING SET". NIDS INDICATES NEW ITEMS
10. NIDS (SEE LEGEND AND/OR PLAN) TRANSLATES TO
PROJECT CZQZ073021.
THE CONTRACTOR TO COORDINATE WITH
PROJECT. IT IS THE RESPONSIBILITY OF
CROSSWALK CONNECTING TO THE ADJACENT
13. SIDEWALK SHALL BE CENTERED AT THE
1 ON 4
1 ON 4
166’
THICK RIPRAP
4’X8’X12"
SIDEWALK DRAIN
DOWNSTREAM OF
10’X18’X12" RIPRAP
(TYP.)
OF SD PIPE
AT DOWNSTREAM
6’X12’X12" RIPRAP
6’X6’ CONCRETE COLLAR
3 14
SHEETS FOR DETAILS
SEE STRUCTURAL
STRUCTURAL COLUMNS
J .V
IG
IL
N .T
A Y
L O
R
C .V
E L
A S
Q U
E Z
NEW CONCRETE SIDEWALK, STOOP,
NEW STOP SIGN
B
OF CURB
INDICATES DIMENSIONING TO BACK
NEW HMAC PAVEMENT
EXISTING CONCRETE CURB AND GUTTER
OR PAD
6’
8.8’
R
D
S T
O R
A G
E
8’
5’
29.25’
19.5’
74.50
75.48
75.26 74.60
74.25
75.48
74.50
74.62
69.97 INV.
75.24 JT
75.48 JT
75.04 JT
75.16JT
75.20
75.33
74.43
L V
L V
L V
L V
L V
L V
L V
L V
EXISTING ASPHALT ROAD
E X
IS
T
P H
A
A D
US Army Corps of Engineers
D e s c r ip t io n D a t e
A p p r
M a r k
2 3 4 5
A L
B U
Q U
E R
Q U
E
N
X
IC
O
C O
R
G
IN
E E
R S
U .S
A R
G
IN
E
T R
IC
T
Albuquerque District
SHEET NO.
OF
SEQUENCE NO.
e c id e n t s e le r a n c e
F m e
P lo t
D a t e
P lo t
S c a le
D E
S
D R
A
R E
V
IE
W
D A
T E
C H
IE
F
1 2 3 4 5
S O
L
C O
N T
R A
B
A
C
D D
C
B
A
F A
C
IL
IT
Y
R
E C
A P
Q Z
F Y
U A
D R
E R
A T
IO
N S
C A
N N
R
O V
IS
N
X
IC
O
BID SET - NOT FOR CONSTRUCTION
J U
N E
W
P P
R
M H
IN
V
.4
M H
IN
V
.2
M H
IN
V
.0
LEGEND
SCALE: 1"=20’P
L
A N
40’ 60’10’ 20’0’
1" = 20’
G E
N E
R
G
IN
E E
R
C T
IO
N
C-104
C A
C .d g n
FACILITY-(RECAP)
SOF SQUAD OPSFACILITY
SQUAD OPS
SOF C-130
E Q
E Q
E Q
PATIO
COVERED
BLDG
RST
GRADING PLAN
G R
A D
A N
NEW CONTOUR
EXISTING CONTOUR
NEW SPOT ELEVATION
EXISTING SPOT ELEVATION
.4
68.4
NEW STORM DRAIN LINE
GENERAL GRADING NOTES
L
L
75.48
75.48
74.75
75.00
75.48
75.48
DRAWING SET.
SEE SOF C-130 (RECAP) PARKING AREA
AND CMU WALL WITHIN THIS PROJECT.
ENTRANCE DRIVES, DUMPSTER, SIDEWALK,
NEW PARKING AREA AND ASSOCIATED
NEW BUILDING (NIDS)
CORRESPONDING GRADING.
ASSOCIATED DRAWING SET FOR
PROJECT CZQZ073014. SEE
(NIDS) NEW PARKING AREA WITHIN
FF ELEV. = 4275.50
74.65
75.48
74.30
74.30
74.65
74.90
73.84
75.34
75.00
74.86
74.81
BIO SWALE INV. EL. 4270.50
73.11
74.96
75.06
74.85
S D
S D
74.40
NEW SD MANHOLE
NEW SIDEWALK DRAIN (TYP. OF 9)
74.90
75.00
75.03
75.15 74.73
74.58
75.00
74.40
73.90
74.10
74.08
74.18
74.81 74.94
74.50
74.55
75 75
9. SEE SHEET C-502 FOR STORM DRAIN DETAILS.
CZQZ073014).
IN THE SQUAD OPS FACILITY DRAWING SET (PROJECT
ASSOCIATED CONSTRUCTION DATA IS INCLUDED
ITEMS THAT ARE WITHIN THIS CONTRACT, BUT
TO "NOT IN DRAWING SET". NIDS INDICATES NEW
8. NIDS (SEE LEGEND AND/OR PLAN) TRANSLATES
LOCATED AT POINTS OF CURVE TANGENCY.
7. SPOT ELEVATIONS ADJACENT TO CURVES ARE
TO DRAIN AWAY FROM BUILDING AT 1/2" PER FT.
6. UNLESS NOTED OTHERWISE, STOOPS SHALL BE SLOPED
AT REAR BUILDING ACCESS PCC RIGID PAVEMENT.
5. SEE SHEET C-107 FOR SPOT ELEVATION INFORMATION
BOX CULVERT PROFILES.
4. SEE SHEETS C-302 & C-303 FOR STORM DRAIN AND
DATA NOT SHOWN ON THIS SHEET.
3. SEE SHT. C-101 FOR BENCHMARK AND SURVEY
HEADWALL AND BOX CULVERT DETAILS.
2. SEE STRUCTURAL SHEET S-504 FOR CONCRETE
SEA LEVEL.
FINISHED CONTOURS FOR ELEVATIONS ABOVE
1. ADD 4200’ TO NEW SPOT ELEVATIONS AND
3 5 7 9
NEW BUILDING
Y A
R D
M E
C H
S C
R E
E N
E D
CORRESPONDING GRADING.
DRAWING SET FOR
CZQZ073014. SEE ASSOCIATED
OPS FACILITY WITHIN PROJECT
(NIDS) NEW SOF C-130 SQUAD
72.56
PI 72.50
PI
EXISTING BUILDING
CZQZ073021)
WITHIN (PROJECT
(NEW GPMX FACILITY)
CONSTRUCTION
(NIC) CONCURRENT
L
IN
E
"A
L
IN
E
A
LINE "B"
4 6
(2)-SD-8"
74.40
74.70 JT
74.50 JT 74.29
SEE NOTE 12
MATCH EXISTING
SIDEWALK DRAIN INVERT ELEVATIONS
NO.
INVERT
NORTH
INVERT
SOUTH
74.25
74.31
74.37
74.43
74.30
74.36
74.42
74.48
SIDEWALK DRAIN INVERT ELEVATIONS
NO.
INVERT
NORTH
INVERT
SOUTH
74.49
74.61
74.65
73.70
74.02
74.54
74.66
74.70
73.75
74.07
NEW ROOF DRAIN
E 849,739.78
N 1,230,606.90
BOX CULVERT
CONCRETE
C BEGIN NEW
STA. 0+00.00B
E 849,930.05
N 1,230,420.29
BOX CULVERT
C END NEW CONCRETE
STA. 2+66.50B
74.20
74.65
74.90
E 850,049.29 N 1,230,579.27
INV. EL. 71.50
NEW HEADWALL
BEGIN LINE A
STA. 0+00A
INV. EL. 69.44
EXIST. CULVERT
END LINE A
STA. 2+03.20A
74.64
E=849,799.24 N=1,230,527.70
INV. EL. 71.00
RIM EL. 73.50
DRAIN INLET
NEW STORM
E=849,891.04 N=1,230,463.51
RIM EL. 73.80
NEW CBC INLET
EXISTING CONSTRUCTION.
ELEVATIONS WHERE NEW CONSTRUCTION TIES INTO
ONLY. NEW ELEVATIONS SHALL MATCH EXISTING
APPROXIMATE ELEVATIONS AND ARE FOR REFERENCE
SITE FEATURES FOR THIS PROJECT ARE BASED ON
12. ELEVATIONS FOR EXISTING PAVEMENT AND ADJACENT
AT PIPE INVERT.
PAVEMENT JOINT, INTERSECTION, OR CORNER; AND "PI"
SPOT ELEV. IS LOCATED AS FOLLOWS: "JT" AT PCC
PLAN ELEVATIONS) INDICATES THAT THE APPLICABLE
11. THE ILLUSTRATED TEXT (LOCATED ADJACENT TO THE
IF ANY DISCREPANCIES ARE DISCOVERED.
CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATELY
BOUNDARIES IS COMPATABLE BETWEEN PROJECTS. THE
ENSURE THAT NEW CONSTRUCTION AT PROJECT
CONTRACTORS OF THE OTHER INDICATED PROJECTS TO
SHALL COORDINATE AS REQUIRED WITH THE
THIS CONTRACT). THE CONTRACTOR FOR THIS PROJECT
THAT ARE TO BE CONSTRUCTED BY OTHERS (NOT IN
10. NIC (SEE LEGEND AND/OR PLAN) INDICATES NEW ITEMS
E=850,049.59 N=1,230,539.32
INV. EL. 71.00
RIM EL. 73.50
DRAIN MANHOLE
NEW STORM
STA. 0+41.94
74.91
74.94
NEW CONTOUR (NIDS)
NEW 12" SD LINE
3.16’ X 6.5’ DOUBLE BARREL
EXISTING CONCRETE BOX CULVERT
4 14
J .V
IG
IL
N .T
A Y
L O
R
C .V
E L
A S
Q U
E Z
74.75
75.35
75.10
75.00
75.00
74.40
72.06
69.44 INV.
75.20
75.00
74.64
74.75
74.75
74.64
74.84JT
OR
OR
SD
SD
INDICATED SPOT ELEV.
CONSTANT SLOPE BETWEEN
BEND LINE. PROVIDE A
NEW FLOW LINE OR GRADE
NEW MANHOLE OR INLET (NIC)
NEW MANHOLE OR INLET
LINE (NIC)
NEW STORM DRAIN
.9
.4
.2
.4
.7
.3
.9
.6
.9
.5
.4
.9
.9
.4
.9
.7
.2
.6
.9
.0
.8
.2
.5
.7
.3
.7
.8
.0
.9 7
.8
.9
.0
.5
.1
.3
.2
.5
.2
.2
.5
R
D
S T
O R
A
G-4"
W-12"
F D
W
W
L V
L V
L V
L V
L V
L V
L V
L V
OR
OR
E 850,423.5
STA. 0+00.00B
N 1,230,266.8
NEW 8" WATER LINE
(NIC) CONCURRENT CONSTRUCTION
(NEW GPMX FACILITY) WITHIN
(PROJECT CZQZ073021)
E=850,177.50
N=1,230,705.64
.5
’B
NEW STORM DRAIN INLET (NIDS)
FD-6"
W-4"
W-6"
S S
SS-10" SS-10"
U E
CC
C
C
C
UE
UE
W
W
W
G .5
G-1.5"
FACILITY (RECAP)
SOF SQUAD OPS
S S
G
S S
W-8"W-8"
W
F D
SS-10" SS-10"
S S
FM-4"
G-6"G-6"
FM-4"
FM-4"
F M
W-12" W-12"
SS-10"
W
W
G-4"
G
G-6"
G-4"
W
UE UE UE
C C
C
U E
C
U E
C
C
UE
UE
U E
M H
IN
V
.6
M H
IN
V
.4
M H
IN
V
.2
M H
IN
V
.0
RST
UE
U E
U E
UE
FACILITY
SQUAD OPS
SOF C-130
R
D
S T
O R
A G
E
PATIO
COVERED
E Q
E Q
E Q
W 8"
NOT TO SCALE
EXISTING ASPHALT ROAD
UTILITY PLAN
ENLARGED PLAN "A"
W-8"
THIS SHEET
SEE ENLARGED PLAN "A"
EXISTING MANHOLE
E=849,843.15
N=1,231,016.57
E=849,851.62
N=1,231,025.21
E=849,843.04
N=1,231,033.62
THIS SHEET
SEE ENLARGED PLAN "B"
BIO SWALE
W
CORRESPONDING CONSTRUCTION.
ASSOCIATED DRAWING SET FOR
WITHIN PROJECT CZQZ073014. SEE
(NIDS) NEW SOF SQUAD OPS FACILITY
CONSTRUCTION.
DRAWING SET FOR CORRESPONDING
PROJECT CZQZ073014. SEE ASSOCIATED
(NIDS) NEW PARKING AREA WITHIN
DRAWING SET
SEE SOF C-130 (RECAP) PARKING AREA
AND CMU WALL WITHIN THIS PROJECT.
ENTRANCE DRIVES, DUMPSTER, SIDEWALK,
NEW PARKING AREA AND ASSOCIATED
(NIDS)
NEW WATER LINE
MH524
MH525
MH526A
MH526
Y A
R D
M E
C H
S C
R E
E N
E D
W-8"
NEW 8" TEE
TEE
NEW 8"
E=850,240.41
N=1,230,664.30
E=850,532.44
N=1,230,377.88
U E
UE
U E
U E
U E
W
AND WET WELL
EXIST. LIFT STATION
US Army Corps of Engineers
D e s c r ip t io n D a t e
A p p r
M a r k
2 3 4 5
A L
B U
Q U
E R
Q U
E
N
X
IC
O
C O
R
G
IN
E E
R S
U .S
A R
G
IN
E
T R
IC
T
Albuquerque District
SHEET NO.
OF
SEQUENCE NO.
e c id e n t s e le r a n c e
F m e
P lo t
D a t e
P lo t
S c a le
D E
S
D R
A
R E
V
IE
W
D A
T E
C H
IE
F
1 2 3 4 5
S O
L
C O
N T
R A
B
A
C
D D
C
B
A
F A
C
IL
IT
Y
R
E C
A P
Q Z
F Y
U A
D R
E R
A T
IO
N S
C A
N N
R
O V
IS
N
X
IC
O
BID SET - NOT FOR CONSTRUCTION
J U
N E
W
P P
R
NEW FIRE DEMAND LINE
ELECT. LINE
DUCT BANK. SEE ELEC.
SHEETS FOR ASSOCIATED
G E
N E
R
G
IN
E E
R
C T
IO
N
0’
1" = 40’
O V
E R
A
U
IL
A N
NOT TO SCALE
20’ 40’ 80’ 120’
ENLARGED PLAN "B"
W
NEW SAN. SEW. LINE
ELECT. LINE
CABLE REQUIREMENTS
E=850,423.48
N=1,230,266.78
W
(NIC)
NEW WATER LINE
NEW WATER LINE (NIDS) OR (NIC)
ELECT. LINE (NIDS) OR (NIC)
CAPPED
WATER LINE
NEW
NEW UE MANHOLE
EXISTING ELEC. TRANSFORMER
GENERAL UTILITY NOTES.
NOT IDENTIFIED ON THIS SHEET AND FOR
1. REFER TO SHEET C-106 NEW UTILITY ITEMS
C-105
NEW STORM DRAIN INLET
C A
C .d g n
5 14
J .V
IG
IL
N .T
A Y
L O
R
C .V
E L
A S
Q U
E Z
SCALE: 1"=40’
P L
A N
W
W
FD
FD
SS
SS
G
G
UE
SS
C
W
G
UE
LEGEND
EXIST. WATER LINE
EXIST. SAN. SEW. LINE
EXIST. GAS LINE
EXIST. UNDERGROUND
NEW UNDERGROUND
NEW UNDERGROUND
EXIST. UNDERGROUND COMM
NEW BUILDING
NEW WATER LINE
NEW GAS LINE
NEW BUILDING (NIDS)
NEW FIRE DEMAND LINE (NIDS) OR (NIC)
NEW SAN. SEW. LINE (NIDS) OR (NIC)
NEW GAS LINE (NIDS) OR (NIC)
NEW GAS METER AND REGULATOR
C NEW UNDERGROUND COMM LINE
NEW CAPPED LINE (NIDS)
COMM LINE (NIDS) OR (NIC)
C
SD
SD
NEW UNDERGROUND
NEW VERT. INDICATOR POST
NEW POST IND. VALVE (NIDS)
NEW STORM DRAIN INLET
NEW DOUBLE CLEANOUT
NEW STORM DRAIN LINE
NEW VALVE
EXIST. MANHOLE/VAULT
NEW MANHOLE
NEW SINGLE CLEANOUT
NEW STORM DRAIN LINE (NIDS)
NEW VALVE (NIDS)
NEW MANHOLE (NIDS)
NEW FIRE HYDRANT
NEW FIRE HYDRANT (NIDS) OR (NIC)
GENERAL UTILITY NOTES:
UE
PATIO
COVERED
SEE SHEET C-105
NEW 8" WATER LINE TEE
SEE DETAIL A
MH524
MH525
FACILITY DRAWING SET (PROJECT CZQZ073014).
ASSOCIATED CONSTRUCTION DATA IS INCLUDED IN THE SQUAD OPS
SET". NIDS INDICATES NEW ITEMS THAT ARE WITHIN THIS CONTRACT, BUT
10. NIDS (SEE LEGEND AND/OR PLAN) TRANSLATES TO "NOT IN DRAWING
LEGEND
2BAY HANGAR
FD-6"
W-4"
W-6"
S S
SS-10" SS-10"
W
W
W
G .5
G-1.5"
FACILITY (RECAP)
SOF SQUAD OPS
S S
G
S S
W-8"
F D
FM-4" FM-4"
FM-4"
F M
SS-10" SS-10"
S S
G-6"G-6"
W-12"
SS-10"
W
W
G-4"
G
G-4"
W
UE UE UE
C C
C
U E
C
U E
C
C
UE
U E
M H
IN
V
.4
M H
IN
V
.2
M H
IN
V
.0
RST
UE
U E
U E
GENERAL UTILITY NOTES
FACILITY
SQUAD OPS
SOF C-130
R
D
S T
O R
A G
E
E Q
E Q
E Q
W-8"W-8"
12’
EXISTING ASPHALT ROAD
BIO-SWALE
CLEANOUT
NEW DOUBLE
STA. 0+05.00
ES-3 PRIOR TO WORKING ON THE WATER SYSTEM.
NOTIFICATION MUST BE MADE ON CONSTRUCTION APPLICATION FORM
ACCORDANCE WITH NEW MEXICO ADMINISTRATIVE CODE 20.7.10.200B.
OF POTABLE WATER LINE WORK ASSOCIATED WITH THIS PROJECT IN
11. CONTRACTOR SHALL NOTIFY THE NEW MEXICO ENVIRONMENT DEPARTMENT
CORRESPONDING CONSTRUCTION.
ASSOCIATED DRAWING SET FOR
PROJECT CZQZ073014. SEE
(NIDS) NEW PARKING AREA WITHIN
CONSTRUCTION.
DRAWING SET FOR CORRESPONDING
CZQZ073014. SEE ASSOCIATED
OPS FACILITY WITHIN PROJECT
(NIDS) NEW SOF C-130 SQUAD
EXISTING POTABLE WATER SYSTEM, ETC.).
WATER SYSTEM INTRUSIONS (I.E. LINE CAPPING, CONNECTION TO AND
SHALL BE NOTIFIED AT LEAST 3 BUSINESS DAYS IN ADVANCE TO ANY
12. THE BASE BIOENVIRONMENTAL ENGINEERING FLIGHT (27 SOAMD/SGPB)
MH526A
MH526
F D
E 849,702.42
N 1,230,558.09
INV. 4264.40–
RIM EL. 4273.00–
EXIST. MANHOLE
STA. 1+83.06
G
G-1"
W-4"
SEE NOTE 7
MECH. YARD
SCREENED
INV. 4270.00
BEGIN NEW LINE
STA. 0+00.00
E 849,825.81
N 1,230,679.62
CLEANOUT
NEW SINGLE
STA. 0+12.00
E 849,757.78
N 1,230,610.26
MH INV. EL.4264.71
RIM EL.4274.75–
NEW MANHOLE
STA. 1+06.99
FOR SANITARY SEWER DETAILS.
9. SEE SHEET C-503 FOR WATER AND GAS LINE DETAILS AND SHEET C-504
METER IS LOCATED AS SHOWN ON THE UTILITY PLAN.
8. THE WATER METER IS LOCATED IN THE MECHANICAL ROOM AND THE GAS
COMMUNICATION LINE INFORMATION.
7. SEE ELECTRICAL SHEET ES-101 FOR NEW ELECTRICAL AND
DRAWINGS FOR EXACT LOCATIONS WHERE UTILITY LINES ENTER THE BLDG.
6. REFER TO APPLICABLE PLUMBING, FIRE PROTECTION, AND ELECTRICAL
IS ANY DISCREPANCIES ARE DISCOVERED.
PROJECTS. THE CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATELY
NEW CONSTRUCTION AT PROJECT BOUNDARIES IS COMPATABLE BETWEEN
CONTRACTORS OF THE OTHER INDICATED PROJECTS TO ENSURE THAT
FOR THIS PROJECT SHALL COORDINATE AS REQUIRED WITH THE
CONSTRUCTED BY OTHERS (NOT IN THIS CONTRACT). THE CONTRACTOR
5. NIC (SEE LEGEND AND/OR PLAN) INDICATES NEW ITEMS THAT ARE TO BE
NOTIFICATION TO PROCESS UTILITY OUTAGES AND ROAD CLOSURES.
AFTER DUTY HOURS OR ON WEEKENDS. BASE REQUIRES TWO WEEK
INTERFERENCE IS INVOLVED. UTILITY OUTAGES WILL ONLY BE ALLOWED
4. UTILITY WORK SHALL BE ACCOMPLISHED ON WEEKEND, IF TRAFFIC
FOUNDATION (FROM BOTTOM OF FOUNDATION TO THE TOP OF THE PIPE).
BUILDING SHALL BE LOCATED A MINIMUM OF 1’-6" BELOW THE BUILDING
3. WHERE INVERT ELEVATIONS ARE NOT INDICATED, UTILITIES ENTERING THE
UTILITY LINES.
BE LOCATED A MIN. OF 2 FEET BELOW OTHER INTERSECTING NEW
2. ALL NEW UNDERGROUND ELECTRICAL AND COMMUNICATION LINES SHALL
OPERATIONS.
LOCATION PRIOR TO COMMENCEMENT OF ANY TRENCHING OR EXCAVATING
PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THEIR EXACT
1. LOCATION OF EXISTING UNDERGROUND UTILITY LINES INDICATED ON THIS
W
W
FD
FD
SS
SS
G
G
UE
UE
SS
C
C
W
G
UE
C
SD
SD
LINE
NEW UNDERGROUND COMM
CABLE REQUIREMENTS
SHTS FOR ASSOCIATED
DUCT BANK SEE ELEC.
EXIST. UNDERGROUND COMM
ELECTRICAL LINE (NIDS)
NEW UNDERGROUND
ELECTRICAL LINE
NEW UNDERGROUND
ELECTRICAL LINE
EXIST. UNDERGROUND
(NIDS) OR (NIC)
NEW GAS LINE
NEW GAS LINE
EXIST. GAS LINE
(NIDS) OR (NIC)
NEW SAN SEWER LINE
NEW SAN SEWER LINE
EXIST. SAN SEWER LINE
(NIDS) OR (NIC)
NEW FIRE DEMAND LINE
NEW FIRE DEMAND LINE
(NIDS) OR (NIC)
NEW WATER LINE
NEW WATER LINE
EXIST. WATER LINE
NEW BUILDING (NIDS)
NEW BUILDING
EXISTING BUILDING
EXIST. ELEC. TRANSFORMER
NEW UE MANHOLE
NEW CAPPED LINE (NIDS)
REGULATOR
NEW GAS METER AND
NEW DOUBLE CLEANOUT
NEW SINGLE CLEANOUT
NEW STORM DRAIN INLET
NEW MANHOLE (NIDS)
NEW MANHOLE
EXIST. MANHOLE/VAULT
(NIDS) OR (NIC)
NEW FIRE HYDRANT
NEW FIRE HYDRANT
NEW POST IND. VALVE (NIDS)
NEW POST INDICATOR VALVE
NEW VALVE (NIC)
NEW VALVE
LINE (NIDS)
NEW STORM DRAIN
NEW STORM DRAIN LINE
COMM LINE (NIDS)
NEW UNDERGROUND
L
1’
C BOLLARD
L
METER
C GAS
6"
W
U E
U E
.5
’B
NEW 8" WATER LINE CAP
LIME WILL BE PLACED ON THE OVERFLOW AND SOLIDS REMOVED).
OF THE OVERFLOW; AND (3) ACTIONS TAKEN TO ADDRESS THE OVERFLOW (AT A MINIMUM,
OVERFLOW (CEAN STAFF CAN MAKE THIS DETERMINATION PROVIDED THEY ARE SHOWN EXTENT
V0LUME, AND CAUSE OF OVERFLOW; (2) OBSERVED ENVIRONMENTAL IMPACTS FROM THE
PROVIDE THE FOLLOWING INFORMATION: (1) DATE, TIME, DURATION, LOCATION, ESTIMATED
WITHIN 24 HOURS OR WHEN QUARTERLY REPORTS ARE SUBMITTED. CONTRACTOR SHALL
MEXICO ENVIRONMENTAL DEPARTMENT. DEPENDING ON SEVERITY, REPORTING IS REQUIRED
OVERFLOWS BE REPORTED TO THE US ENVIRONMENTAL PROTECTION AGENCY AND NEW
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT REQUIRES THAT ALL
(784-1099) IN THE EVENT OF A SANITARY SEWER OVERFLOW. CANNON AFB WASTEWATER
13. IMMEDIATELY CONTACT THE WATER QUALITY PROGRAM MANAGER WITHIN 27 SOCES/CEAN
1.5’ (TYP.)
(TYP.)
BOLLARD
US Army Corps of Engineers
D e s c r ip t io n D a t e
A p p r
M a r k
2 3 4 5
A L
B U
Q U
E R
Q U
E
N
X
IC
O
C O
R
G
IN
E E
R S
U .S
A R
G
IN
E
T R
IC
T
Albuquerque District
SHEET NO.
OF
SEQUENCE NO.
e c id e n t s e le r a n c e
F m e
P lo t
D a t e
P lo t
S c a le
D E
S
D R
A
R E
V
IE
W
D A
T E
C H
IE
F
1 2 3 4 5
S O
L
C O
N T
R A
B
A
C
D D
C
B
A
F A
C
IL
IT
Y
R
E C
A P
Q Z
F Y
U A
D R
E R
A T
IO
N S
C A
N N
R
O V
IS
N
X
IC
O
BID SET - NOT FOR CONSTRUCTION
J U
N E
W
P P
R
SCALE: 1"=30’
P
L A
N UTILITY PLAN
G E
N E
R
G
IN
E E
R
C T
IO
N
60’15’ 30’ 90’0’
1" = 30’
C-106
U T
IL
A N
C A
C .d g n
C
CC
U E
UEUE
DETAIL A
6 14
J .V
IG
IL
N .T
A Y
L O
R
C .V
E L
A S
Q U
E Z
C
G
W of Engineers
D e s c r ip t io n D a t e
A p p r
M a r k
2 3 4 5
A L
B U
Q U
E R
Q U
E
N
X
IC
O
C O
R
G
IN
E E
R S
U .S
A R
G
IN
E
T R
IC
T
Albuquerque District
SHEET NO.
OF
SEQUENCE NO.
e c id e n t s e le r a n c e
F m e
P lo t
D a t e
P lo t
S c a le
D E
S
D R
A
R E
V
IE
W
D A
T E
C H
IE
F
1 2 3 4 5
S O
L
C O
N T
R A
B
A
C
D D
C
B
A
F A
C
IL
IT
Y
R
E C
A P
Q Z
F Y
U A
D R
E R
A T
IO
N S
C A
N N
R
O V
IS
N
X
IC
O
BID SET - NOT FOR CONSTRUCTION
J U
N E
W
P P
R
FACILITY-RECAP
SOF SQUAD OPS
SCALE: 1"=10’P
L
A N
1" = 10’
G E
N E
R
G
IN
E E
R
C T
IO
N
EXISTING ASPHALT ROAD
PATIO
COVERED
FACILITY-(RECAP)
SOF SQUAD OPS
E Q
30’20’0’ 10’5’
SPOT ELEVATION PLAN
S P
E V
A T
A N
C-107
C A
C .d g n
GENERAL NOTES
FINISHED FLOOR ELEVATION = 4275.50
74.90
74.40
74.42
75.48
73.28
73.17
74.06
73.96
73.97
73.98
74.00
74.12
74.26
74.40
74.96
74.52
74.30
74.31
74.33
74.34
74.36
74.38
74.40
NEW BUILDING
MECH. YARD
SCREENED
SIDEWALK (NIDS)
CULVERT (NIDS)
CONCRETE BOX
75.01
NEW MANHOLE
TOP 73.80
ELEVATION
PAVEMENT JOINT
75.00–
RIM EL.
FOR ELEVATIONS
SHEET C-104
SIDEWALK SEE
NEW STORM DRAIN INLET
INV EL. 71.00
TOP EL. 73.50
SD INV. EL. 70.50
S=.065
SD-12"
RIM EL. 74.32–
DRAWING SET (PROJECT CZQZ073014).
INCLUDED IN THE SQUAD OPS FACILITY
ASSOCIATED CONSTRUCTION DATA IS
THAT ARE WITHIN THIS CONTRACT, BUT
SET". NIDS INDICATES NEW ITEMS
TRANSLATES TO "NOT IN DRAWING
7. NIDS (SEE LEGEND AND/OR PLAN)
FOR CBC CONSTRUCTION INFO.
THIS SHEET. SEE STRUCTURAL SHEETS
WIDTH AND END’S) AS INDICATED ON
SLOPED/SHAPED (BETWEEN CULVERT
OF PCC PAVEMENT; AND SHALL BE
GRADE; BE FLUSH WITH ADJACENT TOP
CULVERT SHALL: EXTEND TO FINISH
6. THE TOP SLAB OF THE CONC. BOX
NEW FLOW LINE
74.52
74.51
74.50
74.40
74.41
74.73
74.81
74.93
74.98
74.58
74.88 74.73
74.93
74.32
74.30
ADJACENT PCC PAVEMENT.
AS REQUIRED TO BE FLUSH WITH
TOP OF MANHOLE RIMS SHALL BE SLOPED
THE PCC PAVEMENT ARE APPROXIMATE.
5. THE ILLUSTRATED RIM ELEVATIONS WITHIN
PCC PAVEMENT JOINT LAYOUT INFORMATION.
4. REFER TO GEOTECHNICAL SHEETS FOR
SITE FEATURES NOT ON THIS SHEET.
ADDITIONAL ELEVATIONS OF SURROUNDING
3. SEE GRADING PLAN SHEET C-104 FOR
ELEVATIONS.
SHALL MATCH EXISTING PAVEMENT
ONLY. NEW PAVEMENT ELEVATIONS
ELEVATIONS AND ARE FOR REFERENCE
THIS PROJECT ARE BASED ON APPROXIMATE
FOR EXISTING PAVEMENT ADJACENT TO
2. PAVEMENT JOINT ELEVATIONS SHOWN
ELEVATIONS ABOVE SEA LEVEL.
1. ADD 4200’ TO JOINT ELEVATIONS FOR
.0
0 74.50
74.57
74.63
74.69
74.75
.8
.0
75.00
.0
75.00
.0
SEE NOTE 2
ELEVATIONS
MATCH EXISTING
FLOWS UNDERNEATH ROADWAY
BOX CULVERT TO CONVEY
CBC TO MATCH EXISTING
7 14
J .V
IG
IL
J .V
IG
IL
C .V
E L
A S
Q U
E Z
LEGEND
PAVEMENT JOINT ELEVATION
74.9174 .4
74.60
74.50
74.80
74.95
75.04
75.48
75.48
75.24
75.00
75.24
75.48
75.48
75.48
75.16
74.84
74.50
74.50
74.12
74.25
74.25
.6
.8
.9
.8
.6
.8
.9
.9
.9
.7
.5
.9
.9
.9
.14
74.29
74.32
74.35
74.39
74.40
.7
.6
.5
.0
.9
.9
.6
.6
.6
.5
.5
.2
.3
.4
74.40
.4
074.40
.4
.4
74.50
74.5074.62
.9
NEW DOUBLE BARREL
(CBC)
CONC. BOX CULVERT
C-301
40’ 60’10’ 20’0’
1" = 20’
0’
1" = 2’
1’ 2’ 4’ 6’
1" = 2’ VERT.
SCALE: 1" = 20’ HORIZ.
SANITARY SEWER PROFILE
FACILITY (RECAP)
SOF SQUAD OPS
FACILITY (RECAP)
SOF SQUAD OPS
PAVEMENT MARKING PLAN
NOT TO SCALE
4278 4278
NEW 6"
SSWR LINE
1+00A0+80A0+60A0+40A0+20A0+00A
42804280
1+20A 1+40A 1+60A 1+80A 2+20A2+00A 2+40A 2+60A 2+80A 3+00A 3+20A 3+40A
L
S=.046
NEW CONCRETE
BOX CULVERT
NEW SIDEWALK
NEW SIDEWALK
EXISTING 10"
SEWER LINE
NEW 6"
SSWR LINE
(NIDS)
EXISTING
GRADE
EXISTING
GRADE
S=.004
EXISTING 12"
WATER LINE
L
C L
E A
N O
G L
E
S T
A
.0
IN
V
E L .4
.0
B E
E
S T
A
NEW
BLDG FF.
4275.50
PATIO
COVERED
C A
C 1.
d g n
PROFILE NOTES
1.
2.
NO PARKING
LEGEND
GENERAL STRIPING NOTES
NEW BUILDING (NIDS)
NEW BUILDING
IDENTIFIED.
NOTES AND FOR NEW SITE ITEMS NOT
SEE SHEET C-103 FOR FOR GENERAL SITE 1.
3" STROKE
LETTERING, WITH
18" HIGH, WHITE
WHITE STRIPE
3" WIDE, SOLID
P A
V E
M E
R K
A N
S A
N
IT
A
W
O F
IL
NOT TO SCALE
PAVEMENT MARKING DETAIL
L LETTERING (TYP.)C
48’ 48’44’
CL LETTERING (TYP.)CL LETTERING (TYP.)
NEW 10"
SSWR LINE
NEW 10"
SSWR LINE
(NIDS)
(TYP.)
RED STRIPE
4" WIDE, SOLID
(TYP.)
RED STRIPE
4" WIDE, SOLID
NEW UE
(NIDS)
EXIST. 6"
GAS LINE
RAISE EXIST.
MANHOLE, SEE
NOTE 3
ILLUSTRATED LOCATIONS AND ELEVATIONS OF EXISTING
UTILITY LINES ARE APPROXIMATE. IT IS THE CONTRACTOR’S
RESPONSIBILITY TO DETERMINE EXACT EXISTING UTILITY
LINE LOCATIONS AND ELEVATIONS. UNLESS NOTED OTHERWISE,
THE CONTRACTOR SHALL RELOCATE EXISTING UTILITY LINES
AS NEEDED TO PROVIDE A 1’ CLEAR SEPARATION BETWEEN
THE EXISTING UTILITY AND THE CLOSEST PORTION OF THE
NEW STORM DRAIN LINE. THE CONTRACTOR SHALL NOTIFY
THE CONTRACTING OFFICER OF ANY EXISTING UTILITY LINE
RELOCATIONS THAT ARE NEEDED WHICH ARE NOT ILLUSTRATED
ON THE PROFILES.
RAISE EXISTING MANHOLE 2 FEET FROM THE EXISTING RIM
ELEVATION. NEW FINISHED RIM ELEVATION IS APPROXIMATELY
4275.00–
3.
L LETTERING (TYP.)C
22.5’
.4
IS
T
N H
O
A
.0
.0
.8
.7
M H
.7
IM
.7
N H
O L
E
S T
A
.9
(TYP. UNO)
EQUAL
(TYP. UNO)
EQUAL
(TYP. UNO)
EQUAL
(TYP. UNO)
EQUAL
END STRIPING AT
BEGINNING OF CURVE
(TYP.)
SEE DETAIL THIS SHEET
PAVEMENT MARKING (TYP.)
STOP BAR
STRIPING
(TYP.)
SEE DETAIL THIS SHEET
PAVEMENT MARKING (TYP.)
(T Y P
FINISHED
GRADE
(TYP.)
C L
E A
N O
U T
N
U B
L E
S T
A
.0
NIDS (PROFILES) TRANSLATES TO "NOT IN DRAWING SET."
NIDS INDICATES NEW ITEMS THAT ARE WITHIN THIS CONTRACT,
BUT ASSOCIATED CONSTRUCTION DATA IS INCLUDED IN THE
SOF SQUAD OPS FACILITY DRAWING SET (PROJECT CZQZ073014).
8 14
14’
L LETTERING (TYP.)C
14’
T T
E R
IN
G
T
Y P
C
G E
N E
R
G
IN
E E
R
C T
IO
N
1"
J .V
IG
IL
N .T
A Y
L O
R
C .V
E L
A S
Q U
E Z
US Army Corps of Engineers
D e s c r ip t io n D a t e
A p p r
M a r k
2 3 4 5
A L
B U
Q U
E R
Q U
E
N
X
IC
O
C O
R
G
IN
E E
R S
U .S
A R
G
IN
E
T R
IC
T
Albuquerque District
SHEET NO.
OF
SEQUENCE NO.
e c id e n t s e le r a n c e
F m e
P lo t
D a t e
P lo t
S c a le
D E
S
D R
A
R E
V
IE
W
D A
T E
C H
IE
F
1 2 3 4 5
S O
L
C O
N T
R A
B
A
C
D D
C
B
A
F A
C
IL
IT
Y
R
E C
A P
Q Z
F Y
U A
D R
E R
A T
IO
N S
C A
N N
R
O V
IS
N
X
IC
O
BID SET - NOT FOR CONSTRUCTION
J U
N E
W
P P
R
NO PARKING NO PARKING
R K
IN
G
NO PARKING
NO PARKING
NO PARKING
PROFILE - BOX CULVERT "B"
NEW 8" SSWR
LINE
LL
S=.002
NEW CONCRETE
BOX CULVERT
(NIDS)
G E
N E
R
G
IN
E E
R
C T
IO
N
C-302
B
L V
E
O F
IL
E
NEW CONCRETE
SIDEWALK
PROFILE NOTES
40’ 60’10’ 20’0’
1" = 20’
0’
1" = 2’
1’ 2’ 4’ 6’
0+00B 0+20B 0+40B 0+60B 0+80B 1+00B 1+20B 1+40B 1+60B 1+80B 2+00B 2+20B 2+40B 2+60B 2+80B 3+00B 3+20B 3+40B
.1
EXISTING CONCRETE
BOX CULVERT
INFORMATION
SEE C-303 FOR MORE
NEW 12" SD LINE "A"
ILLUSTRATED LOCATIONS AND ELEVATIONS OF EXISTING
UTILITY LINES ARE APPROXIMATE. IT IS THE CONTRACTOR’S
RESPONSIBILITY TO DETERMINE EXACT EXISTING UTILITY
LINE LOCATIONS AND ELEVATIONS. UNLESS NOTED OTHERWISE,
THE CONTRACTOR SHALL RELOCATE EXISTING UTILITY LINES
AS NEEDED TO PROVIDE A 1’ CLEAR SEPARATION BETWEEN
THE EXISTING UTILITY AND THE CLOSEST PORTION OF THE
NEW STORM DRAIN LINE. THE CONTRACTOR SHALL NOTIFY
THE CONTRACTING OFFICER OF ANY EXISTING UTILITY LINE
RELOCATIONS THAT ARE NEEDED WHICH ARE NOT ILLUSTRATED
ON THE PROFILES.
1.
2.
3.
NEW 3" WATER LINE.
ELEVATION VARIES AS
REQUIRED TO PROVIDE
3’ MIN. COVER BELOW
CBC & FINISHED GRADE
NEW 6" FIRE DEMAND
LINE. ELEVATION VARIES
AS REQUIRED TO PROVIDE
3’ MIN. COVER BELOW
CBC & FINISHED GRADE
TOP OF CONCRETE BOX
CULVERT SLAB TO MATCH
THE FINISH GRADE INDICATED
ON SHEET C-107
T
Y P
NEW CONCRETE
BOX CULVERT
(CBC)
IN
V .E
L
.9
B
L V N
ID
S
C O
N N
E
W
S T
A
L V
S T
A
B
.3
W
F
IN
G R
A D
E
F L
U S
H
N
N H
O L
E
S T
A
.4
B
NEW 2" GAS LINE.
ELEVATION VARIES AS
REQUIRED TO PROVIDE
1.5’ MIN. COVER FROM
FINISHED GRADE
.5
M
IN
M
IN
M
IN
NIDS (PROFILES) TRANSLATES TO "NOT IN DRAWING SET".
NIDS INDICATES NEW ITEMS THAT ARE WITHIN THIS CONTRACT,
BUT ASSOCIATED CONSTRUCTION DATA IS INCLUDED IN THE
SOF SQUAD OPS FACILITY - DRAWING SET (PROJECT
CZQZ073014).
REFER TO STRUCTURAL SHEET S-504 FOR CONCRETE BOX
CULVERT CONSTRUCTION DATA.
CONCRETE CURB CAST ON TOP OF CONCRETE BOX CULVERT.
CONFIGURATION TO MATCH ADJACENT CURBS.
4.
NEW UE LINE
.5
T
.4
S T
O
S T
A
.9
B
.8
D R
A
IN
IN
L E
O R
M
S T
A
.3
B
.1
SPOT ELEVATION PLAN.
TO 1.52’) SEE SHEET C-107
FROM APPOXIMATELY 1.18’
GRADE ELEVATION (VARIES
IS DEPENDENT ON FINISH
TOP SLAB THICKNESS
T
.8
B
L V
C O
N N
E
IS
T
IN
G
E
L V
S T
A
.5
B
NOTE 4
FINISHED
GRADE
(TYP.)
E
X
IS
T
1" = 2’ VERT.
SCALE: 1" = 20’ HORIZ.
9 14
C A
C
.d g n
J .V
IG
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N .T
A Y
L O
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C .V
E L
A S
Q U
E Z
US Army Corps of Engineers
D e s c r ip t io n D a t e
A p p r
M a r k
2 3 4 5
A L
B U
Q U
E R
Q U
E
N
X
IC
O
C O
R
G
IN
E E
R S
U .S
A R
G
IN
E
T R
IC
T
Albuquerque District
SHEET NO.
OF
SEQUENCE NO.
e c id e n t s e le r a n c e
F m e
P lo t
D a t e
P lo t
S c a le
D E
S
D R
A
R E
V
IE
W
D A
T E
C H
IE
F
1 2 3 4 5
S O
L
C O
N T
R A
B
A
C
D D
C
B
A
F A
C
IL
IT
Y
R
E C
A P
Q Z
F Y
U A
D R
E R
A T
IO
N S
C A
N N
R
O V
IS
N
X
IC
O
BID SET - NOT FOR CONSTRUCTION
J U
N E
W
P P
R
PROFILE NOTES
0+00A 2+00A1+00A0+10A 0+20A 0+30A 0+40A 0+50A 0+60A 0+70A 0+80A 0+90A 1+10A 1+20A 1+30A 1+40A 1+50A 1+60A 1+70A 1+80A 1+90A
S= .0097
S=.011
IN
V
E L
.5
N
A D
W A
L L
B E
E
A
S T
A
A
IN
V
E L
.4
E X
IS
T
B
L V
E R
T
E
E
A
S T
A
.2
A
NEW SIDEWALK
FINISHED GRADE
NEW 12" SD LINE
NEW 12" SD LINE
EXISTING GAS LINE
PROFILE - STORM DRAIN LINE "A"
1" = 1’ VERT.
SCALE: 1" = 10’ HORIZ.
G E
N E
R
G
IN
E E
R
C T
IO
N
C A
C
.D
G N
S T
O
O F
IL
E S
C-303
1.
NEW BIO-SWALE
IN
V
E L
.0
.5
N
N H
O L
E
S T
A
.9
A
NOTE 2
HEADWALL
NEW
ILLUSTRATED LOCATIONS AND ELEVATIONS OF EXISTING
UTILITY LINES ARE APPROXIMATE. IT IS THE CONTRACTOR’S
RESPONSIBILITY TO DETERMINE EXACT EXISTING UTILITY
LINE LOCATIONS AND ELEVATIONS. UNLESS NOTED OTHERWISE,
THE CONTRACTOR SHALL RELOCATE EXISTING UTILITY LINES
AS NEEDED TO PROVIDE A 1’ CLEAR SEPARATION BETWEEN
THE EXISTING UTILITY AND THE CLOSEST PORTION OF THE
NEW STORM DRAIN LINE. THE CONTRACTOR SHALL NOTIFY
THE CONTRACTING OFFICER OF ANY EXISTING UTILITY LINE
RELOCATIONS THAT ARE NEEDED WHICH ARE NOT ILLUSTRATED
ON THE PROFILES.
SEE SHEET C-504 FOR CONCRETE HEADWALL DETAILS.2.
NEW 12" SD INVERT
BOX CULVERT DOUBLE BARREL
EXISTING 3.16’ x 6.5’ CONCRETE
0’ 4’6" 1’ 2’
1" = 1’
5’ 10’ 20’ 30’0’
1" = 10’
10 14
J .V
IG
IL
N .T
A Y
L O
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C .V
E L
A S
Q U
E Z
US Army Corps of Engineers
D e s c r ip t io n D a t e
A p p r
M a r k
2 3 4 5
A L
B U
Q U
E R
Q U
E
N
X
IC
O
C O
R
G
IN
E E
R S
U .S
A R
G
IN
E
T R
IC
T
Albuquerque District
SHEET NO.
OF
SEQUENCE NO.
e c id e n t s e le r a n c e
F m e
P lo t
D a t e
P lo t
S c a le
D E
S
D R
A
R E
V
IE
W
D A
T E
C H
IE
F
1 2 3 4 5
S O
L
C O
N T
R A
B
A
C
D D
C
B
A
F A
C
IL
IT
Y
R
E C
A P
Q Z
F Y
U A
D R
E R
A T
IO
N S
C A
N N
R
O V
IS
N
X
IC
O
BID SET - NOT FOR CONSTRUCTION
J U
N E
W
P P
R
20’ MAX.
CONTRACTION JOINTS
P
A N
FINISH DEPTH OF �"
JOINT SHALL BE SEPARATED TO A
LARGE AGGREGATE IN CONTRACTION
JOINT FILLER PER A.S.T.M. D-1751.
BITUMINOUS TYPE PREFORMED EXPANSION
EXPANSION JOINT FILLER TO BE �" MASTIC
1 �" MIN.�"
SEE PLAN
2"
COMPACTED SUBGRADE
CURB
�" RADIUS �" RADIUS
PLAN
SEE LAYOUT
P L
A N
S
Y O
U T
JOINTS
CONTRACTION
3’-0"
EXPANSION JOINT FILLER
�" PREMOLDED
WITH 6"X6"-W2.9XW2.9
IN NON-REINFORCED WALKS
REINFORCE SHADED AREA
PLAN
SEE LAYOUT
P L
A N
S
Y O
U
CONTRACTION JOINTS
LONGER RUN OF SIDEWALK
3’-0"
LONGER RUN OF THE SIDEWALK
TO BE PLACED PARALLEL WITH THE
�" PREMOLDED EXPANSION JOINT FILLER
WITH 6"X6"-W2.9XW2.9
IN NON-REINFORCED WALKS
REINFORCE SHADED AREA
TEE INTERSECTION
EL INTERSECTION
CONCRETE SIDEWALK INTERSECTION DETAILS
NOT TO SCALE
CONCRETE SIDEWALKS DETAILS
NOT TO SCALE
PLAN
EXPANSION JOINT CONTRACTION JOINT
SECTION
TRANSVERSE TO TRAFFIC
HAIR BROOM FINISH
TROWEL AND LIGHT
GRADE
FINISHED
4" THICK CONCRETE
SLOPE 50H:1V
G E
N E
R
G
IN
E E
R
C T
IO
N
C-501
S
T A
IL
S
I
C A
C
.d g n
2"
9"
5"
�" DIA.
8" 8"
6’-0"
REBAR
PER STOP)
(2 REQUIRED
PLAIN BAR PINS
�" DIA. X 2’-6"
SCALE: NOT TO SCALE
PRE-CAST CONCRETE WHEEL STOP DETAIL
5�"
LEVEL
GUTTER LINE
GUTTER
TOE OFSLOPE IS AWAY FROM CURB
FOR USE WHEN PAVEMENT
R
SLOPE IS TOWARD CURB
FOR USE WHEN PAVEMENT
2’-0"
7" 1’-5"
1�
R
1�" BATTER
NOT TO SCALE
PAVEMENT.
WHEN GUTTER ABUTS PCC
SHEETS FOR REQUIRED TIE BARS
NOTE: REFER TO GEOTECHNICAL
STANDARD 6" CURB AND GUTTER DETAIL
FACE OF CURB
CONTRACTION JOINT
TOP OF CURB
�" R
GUTTER LINE
NOT TO SCALE
TOWARD CURB
PAVEMENT SLOPE IS
TOE OF GUTTER WHEN
AWAY FROM CURB
PAVEMENT SLOPE IS
TOE OF GUTTER WHEN
STANDARD CURB TERMINAL DETAIL
SECTION ELEVATION
A
N S
6" MAX.
FINISHED GRADE
PROVIDE BREAK-AWAY
CONNECTION
CONCRETE
�" DIA. HOLES
2�" I.D. PIPE
1’-0" 4
2�" O.D. STEEL
SIGN POST
1.
2.
3.
NOTES:
NOT TO SCALE
POST
SECURELY TO
MOUNT SIGN
TRANSPORTATION).
UNIFORM TRAFFIC CONTROL DEVICES (DEPT. OF
ALL SIGNS SHALL CONFORM TO THE MANUAL ON
NOT TO SCALE
END ISLAND DETAIL
STANDARD CURB AND GUTTER
CL
Q U
IR
E D
S
A N
FACE OF CURB
JOINT
CONTRACTION
R
6’- 6"
R
JOINT
�" EXPANSION
PLAN
PLAN
SEE SITE
SIGN MOUNTING DETAILS
1’-4"
8" DIAM, PIPE (TYP.)
NOT TO SCALE
BOLLARD DETAIL
GRADE
FINISHED PCC PAVEMENT
JOINT FILLER
�" EXPANSION
BASE COURSE
FOOTING
CONCRETE
FOOTING
CONCRETE
ABOUT CENTERLINE
DETAIL IS SYMMETRICAL
PCC PAVEMENT
BOLLARD WITHIN
CONCRETE CAP
NON-PAVED AREA
BOLLARD WITHIN A
�"R (TYP.) �"R (TYP.)
EXPANSION JOINT (TYP.)
2’-0"
OF ASSOCIATED CONSTRUCTION.
CONTRACTING OFFICER PRIOR TO COMMENCEMENT
SIGN LOCATIONS SHALL BE APPROVED BY THE
LOCATIONS.
SHALL BE USED. SEE SITE PLAN FOR STOP SIGN
4. AN R1-1-36 STOP SIGN OR APPROVED EQUAL
AND COMPLY WITH BASE STANDARDS.
TONE SHALL BE APPROVED BY THE CONTRACTING OFFICER
OF SIGN SHALL BE PAINTED BROWN. EXACT SHADE AND
SIDEWALK ABUTTING THE CURB. SIGN POSTS, AND BACK
PARKING, ETC.) SHALL BE LOCATED 12" BEYOND THE
REGULATORY SIGNS AT PARKING AREAS (HANDICAPPED
NOTE 1
PAVEMENT
EDGE OF
GUTTER OR
CURB AND
11 14
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US Army Corps of Engineers
D e s c r ip t io n D a t e
A p p r
M a r k
2 3 4 5
A L
B U
Q U
E R
Q U
E
N
X
IC
O
C O
R
G
IN
E E
R S
U .S
A R
G
IN
E
T R
IC
T
Albuquerque District
SHEET NO.
OF
SEQUENCE NO.
e c id e n t s e le r a n c e
F m e
P lo t
D a t e
P lo t
S c a le
D E
S
D R
A
R E
V
IE
W
D A
T E
C H
IE
F
1 2 3 4 5
S O
L
C O
N T
R A
B
A
C
D D
C
B
A
F A
C
IL
IT
Y
R
E C
A P
Q Z
F Y
U A
D R
E R
A T
IO
N S
C A
N N
R
O V
IS
N
X
IC
O
BID SET - NOT FOR CONSTRUCTION
J U
N E
W
P P
R
N E
R
G
IN
E E
R
C T
IO
N
C-502
C A
C
.d g n
S
T A
IL
S
II
HALF PLAN
6" X 6" W2.9 X W2.9
NOT TO SCALE
DETAIL "C"
SECTION
SIDEWALK DRAIN DETAILS
WELDED TO ANGLE
#3 X BARS
6"
2"
2" X 2" X 1/4" ANGLE
PLATE
1/4" CHECKERED
1/4" SCREW AT 12"
3/4"
1-3/8"1/8"
BAR
1/4" X 3/4"
EXPANSION JOINT (TYP.)
F L
O W
CONCRETE PAD
1’-3"
DRAINSIDEWALK
SIDEWALK
PLATE (TYP.)
1/4" RAISED PATTERN
SEE DETAIL "C"
EXP. JT. (TYP.)
WELDED WIRE MESH1’-3"
1’- 5 3/4"
WIDE
8"
1’-8"
GRATE PLAN
FRAME PLAN
SECTION THRU INSTALLED FRAME
SURFACE INLET GRATE AND FRAME
ABOUT 3" O.C.
PLATES @
1/2 " x 4 1/2 "
2’-2" I.D.
5" x 3 1/2 " x 1/2 " ANGLES
2’-2"
TYP. TYP.
ANCHOR STRAPS (6 REQUIRED)
3/16 " x 2" x 10"
WELD TO ANGLES
1/4 " x 5" SIDE PLATES
ANCHOR STRAP
4 1/2 " PLATES
1/2" x
CENTER OF PLATES
DIAM. BARS THRU
TWO 3/4"
2’-1 1/4 "
NOT TO SCALE
1’-8"
JOINT (TYP.)
CONSTRUCTION
(TYP.)
CONST.JOINT
OPTIONAL
PIPE OPENING
AROUND EACH
HOOP ONE BAR
OF INLET REQUIRES
12" WHERE SIZE
ADD REINFORCING @
PLAN
SECTION
NOTES:
STANDARD SURFACE INLET
8" 8"
GRATE FRAME
USE 3,000 PSI CONCRETE.
8"
CENTER (TYP.)
O.C.E.W. @
#6 @ 12"
@ CENTER OF SLAB
#6 @ 12" E.W.
OF OPENING
2 #6, 4 SIDES
C502
BE USED INSTEAD WHERE ECONOMICAL.
STD. PRE-CAST SURFACE INLETS MAY3.
2.
1.
V A
R
IE
S
C502
NOT TO SCALE
B
B
SIDE OF OPENING
EXTRA REINF. EACH
PLAN
SECTION
ALL PIPE OPENINGS.
2. HOOP ONE BAR AROUND
OF BAR.
OF REIN. TO BE 3O x DIAM.
3. ALL LAPS AND EXTENSIONS
WHERE ECONOMICAL.
MAY BE USED INSTEAD
4. STD. PRE-CAST MANHOLES
4’-0"
Q U
IR
E D
(TYP.)
CONST.JOINT
OPTIONAL
OPENING
EA. SIDE OF
EXTRA REIN.
PIPE OPENING
AROUND EACH
HOOP ONE BAR
JOINT (TYP.)
CONSTRUCTION
8"
NOTES:
SECTION
C502
C502
CENTER (TYP.)
O.C.E.W. @
#6 @ 12"
524L OR EQUAL.
MANHOLE FRAME AND COVER MCKINLEY TYPE
STORM DRAIN MANHOLE DETAILS
NOT TO SCALE
C
C
3000 PSI AT 28 DAYS.
COMPRESSIVE STRENGTH OF
TO HAVE A MINIMUM ULTIMATE
1. CAST-IN-PLACE CONCRETE
GRADING PLAN
VARIES. SEE
TO BE 30 x BAR DIAM.
ALL LAPS AND EXTENSIONS OF REINF.
2"
1"
GRADE
FINISHED
GRADE
FINISHED
1"
1"
1"
3 LONGITUDINAL)
(4 TRANSVERSE,
#3 BARS
SPLASH BLOCK MAY BE USED
APPROVED STANDARD MANUFACTURED
NOTE:
3’-0"
4"
NOT TO SCALE
SPLASH BLOCK DETAIL
PLAN
C502
D
D C502
(TYP.)
CONC. SIDEWALK
PIPE OPENING
TOE OF BANK
TOP OF BANK CONC. COLLAR
NOT TO SCALE
SECTION
W2.9 X W2.9
WELDED WIRE 4" X 4" X
S
A D
A N
L E
N G
R
IE
S
B A
K
O P
E
DRAIN LINE
STORM
C502
C502
3’
(TYP)
MIN
SECTION 31 00 00
SPECIFICATION
RAP, SEE
12" THICK RIP
DITCH
DRAINAGE
2’-0"
A A
STORM DRAIN LINE CONCRETE COLLAR DETAIL
A T
E
(2 GRATES)
6’-0"
12 14
J .V
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N .T
A Y
L O
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C .V
E L
A S
Q U
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US Army Corps of Engineers
D e s c r ip t io n D a t e
A p p r
M a r k
2 3 4 5
A L
B U
Q U
E R
Q U
E
N
X
IC
O
C O
R
G
IN
E E
R…
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