Attachment 2 - GOV Parking and Armor Drive Drawings - 30-July-2026.pdf
PDF 18 MB Posted
- Attached to
- GOV Parking and Roadway paving, Camp Murray, WA
- Solicitation number
- W50S9E26BA002
- Issued by
-
Department of the Army National Guard
About this file
This is a comprehensive set of design and construction documents for the Camp Murray Air Support Operations Group (ASOG) Facility project, issued for government review on July 30, 2026. The documentation encompasses civil, structural, architectural, electrical, mechanical, fire protection, and communications design elements across multiple discipline sheets.
The project involves site infrastructure development including roadway alignments (Armor Drive and North Lot Access), parking facilities with three shelter structures, utilities integration, and grading/drainage systems. Key civil components include a mechanically stabilized earth (MSE) retaining wall, catch basins, storm drainage systems with an infiltration gallery, and pedestrian access improvements. The structural design features three parking shelters with steel frame construction (W12x53 beams, C10x15.3 joists), concrete foundations, and metal roof decking. Electrical infrastructure encompasses underground ductbanks with concrete encasement, a 150 kVA transformer (480-208Y/120V), multiple panelboards, lighting control systems with photocell-based exterior lighting zones, grounding systems with ground rods and test wells, and receptacle distributions throughout the facility. Fire protection includes a fire department connection and hydrant system. The site layout incorporates chain-link fencing with barbed wire, sliding and swing gates, and security access controls. Construction staging areas, erosion control measures (silt fence, inlet protection, wattle installation), and environmental protection within the 200-foot shoreline buffer line are specified. All work is subject to standard federal contracting requirements, code compliance with 2017 National Electrical Code and applicable building codes, and coordination with existing overhead power lines that must remain in service.
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Text version
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
ABBREVIATIONS
CIVIL SITE LEGEND AND ABBREVIATIONS
10078627-00G004_GOV.DWG
NOT TO SCALE G004
CIVIL SITE LEGEND
@ AT
AB ANCHOR BOLT, AUGER BORE
ABAN ABANDON
AC ACRE
ADDL ADDITIONAL
AGGR AGGREGATE
AL ALDER
ALGN ALIGNMENT
ALIG ALIGNMENT
ALUM ALUMINUM
ANC ANCHOR
APRX APPROXIMATE
APVD APPROVED
ARCH ARCHITECTURAL
ASOC AIR SUPPORT
OPERATIONS COMMAND
ASOG AIR SUPPORT
OPERATIONS GROUP
ASOS AIR SUPPORT
OPERATIONS SQUADRON
ASSY ASSEMBLY
ASTM AMERICAN SOCIETY FOR
TESTING AND MATERIALS
AVE AVENUE
AVG AVERAGE
AWG AMERICAN WIRE GAGE
BFP BACKFLOW PREVENTER
BLDG BUILDING
BM BENCHMARK
BOA BEGINNING OF ALIGNMENT
BOC BACK OF CURB
BOW BACK OF WALL
BTM BOTTOM
BP BASE PLATE
BRG BEARING
BTW BETWEEN
BVCE BEGIN VERTICAL CURVE ELEVATION
BVCS BEGIN VERTICAL CURVE STATION
C CURVE, COMMUNICATIONS
C TO C CENTER TO CENTER
C&G CURB AND GUTTER
CB CATCH BASIN
CDF CONTROLLED-DENSITY FILL
CF CUBIC FEET (FOOT)
CI CAST IRON, CURB INLET
CIP CAST-IN-PLACE
CJ CONSTRUCTION JOINT
CL CENTERLINE, CLASS
CLR CLEAR
CMP CORRUGATED METAL PIPE
CO CLEANOUT
COMM COMMUNICATION
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
COOR COORDINATE
COR CONTRACTING OFFICER
REPRESENTATIVE
CP CONTROL POINT
CPEP CORRUGATED POLYETHYLENE PIPE
CPLG COUPLING
CSBC CRUSHED SURFACING
BASE COURSE
CSP CORRUGATED STEEL PIPE
CTJ CONTRACTION JOINT
CTR CENTER
CTRL CONTROL
CU COPPER, CUBIC
CVT CULVERT
CW COTTONWOOD
CWF COMBAT WEATHER FLIGHT
CY CUBIC YARD
D DRAINAGE
DB DUCT BANK
DBL DOUBLE
DC DECIDUOUS
DEG DEGREE
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAIL
DF DOUGLAS FIR
DI DRAIN INLET, DUCTILE IRON
DIA DIAMETER
DIAM DIAMETER
DIV DIVERSION
DWG DRAWING
E EAST, EASTING, ELECTRIC
EA EACH
EG EXISTING GRADE
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATION
ENGR ENGINEER
EOA END OF ALIGNMENT
EOC EDGE OF CONCRETE
EOP EDGE OF PAVEMENT
EQ EQUAL
EQUIP EQUIPMENT
EVCE END VERTICAL CURVE ELEVATION
EVCS END VERTICAL CURVE STATION
EW EACH WAY
EXC EXCAVATION
EXST EXISTING
FDC FIRE DEPARTMENT CONNECTION
FDTN FOUNDATION
FES FLARED END SECTION
F/F FACE TO FACE
FF FINISH FLOOR
FFE FINISH FLOOR ELEVATION
FG FINISH GRADE
FH FIRE HYDRANT
FIG FIGURE
FIN FINISH
FL FLOW, FLOW LINE
FN FENCE
FOC FACE OF CURB
FT FEET, FOOT
FTG FOOTING, FITTING
G GAS
GA GAGE (METAL THICKNESS)
GALV GALVANIZED
GB GRADE BREAK
GEN GENERAL
GM GAS METER
GND GROUND
GOV GOVERNMENT
GP GUY POLE
GR GRADE
GVL GRAVEL
GW GUY WIRE
H HORIZONTAL, HIGH
HH HANDHOLE
HMA HOT MIX ASPHALT
HORZ HORIZONTAL
HP HIGH POINT
H&T HUB AND TACK
HT HEIGHT
ID INSIDE DIAMETER
IE INVERT ELEVATION
IN INCH
INFO INFORMATION
INV INVERT
IPS IRON PIPE SIZE
IPT INTERNAL PIPE THREAD
IRR IRRIGATION
JB JUNCTION BOX
JCT JUNCTION
L LEFT, ANGLE, LINE, LENGTH, LONG
LB POUND
LF LINEAR FOOT
LNG LONGITUDINAL
LP LIGHT POLE, LOW POINT
LT LEFT
LVC LENGTH VERTICAL CURVE
M METER
MATL MATERIAL
MAX MAXIMUM
MFR MANUFACTURER
MH MANHOLE
MECH MECHANICAL
MIL 1/1000 INCH
MIN MINIMUM
MISC MISCELLANEOUS
MJ MECHANICAL JOINT
MM MILLIMETER
MON MONUMENT
MP MAPLE
MPH MILES PER HOUR
MSE MECHANICALLY STABILIZED EARTH
MW MONITORING WELL
N NORTH, NORTHING
NE NORTHEAST
NOM NOMINAL
NPS NOMINAL PIPE SIZE
NPT NATIONAL PIPE THREAD
NTS NOT TO SCALE
NW NORTHWEST
OC ON CENTER
OD OUTSIDE DIAMETER
OFF OFFSET
OH OVERHEAD
OHP OVERHEAD POWER
OK OAK
OPNG OPENING
OR OREGON ASH
ORIG ORIGINAL
OZ OUNCE
P POWER
PED PEDESTAL
PERF PERFORATED
PI POINT OF INTERSECTION
PL PLATE, PROPERTY LINE
PLN PLAN
POC POINT OF CONNECTION
PP POWER POLE
PRELIM PRELIMINARY
PROP PROPOSED
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT POINT, POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
PVI POINT OF VERTICAL INTERSECTION
PVMT PAVEMENT
QTY QUANTITY
R RIGHT, RADIUS, RISER
RD ROOF DRAIN, ROAD
RECD RECEIVED
RECT RECTANGULAR
REF REFERENCE
REINF REINFORCING
REM REMOVE
REQD REQUIRED
RET RETAINING
REV REVISION
ROW RIGHT-OF-WAY
RPM REVOLUTIONS PER MINUTE
R&R REMOVE AND REPLACE
RR RAILROAD
RT RIGHT
RV RECREATIONAL VEHICLE
S SOUTH, SEWER, SLOPE
SCH SCHEDULE
SD STORM DRAINAGE
SE SOUTHEAST
SECT SECTION
SF SQUARE FOOT, SILT FENCE
SHT SHEET
SIM SIMILAR
SLV SLEEVE
SPEC SPECIFICATION
SQ SQUARE
SS SANITARY SEWER
SSMH SANITARY SEWER MANHOLE
SST STAINLESS STEEL
ST STREET
STA STATION
STCB STORM CATCH BASIN
STD STANDARD
STF STORMFILTER
STL STEEL
SW SOUTHWEST
SY SQUARE YARD
SYM SYMBOL
T TELEPHONE
T&B TOP AND BOTTOM
TAN TANGENT
TBD TO BE DETERMINED
TBM TEMPORARY BENCHMARK
TELE TELEPHONE
TEMP TEMPORARY
THD THREAD
THK THICK
TOC TOP OF CURB
TP TEST PIT
TRANS TRANSITION, TRANSITIONAL
TRD TRENCH DRAIN
TYP TYPICAL
UG UNDERGROUND
UGC UNDERGROUND COMMUNICATIONS
UGE UNDERGROUND ELECTRIC/POWER
UNO UNLESS NOTED OTHERWISE
V VERTICAL
VB VALVE BOX
VC VERTICAL CURVE
VERT VERTICAL
VT VAULT
W/ WITH
W WEST, WATER, WIDE
WM WATER METER
W/O WITHOUT
WSDOT WASHINGTON STATE DEPARTMENT
OF TRANSPORTATION
WWF WELDED WIRE FABRIC
WY WAY
X TIMES
EXISTING
HIGH WATER MARK
PROPOSED EXISTING
REBAR AND CAP
PROPOSED
SHORELINE BUFFER LINE
MONITORING WELL
AUGER BORE
TEST PIT
WHEEL STOP
BOLLARD
POLE
EDGE OF PAVEMENT
BASKETBALL HOOP
EDGE OF CONCRETE
EDGE OF GRAVEL CAP
EDGE OF DIRT FITTINGS
VERTICAL CURB
VALVE
VERTICAL CURB AND GUTTER
SANITARY SEWER MANHOLE
BUILDING
STORM DRAINAGE CLEANOUT
RETAINING WALL
STORM DRAINAGE CULVERT
STORM DRAINAGE CATCH BASIN
STORM DRAINAGE MANHOLE/VAULT
STAGING AREA FENCE
WATER HOSE BIB
CHAIN LINK FENCE
X X
THRUST BLOCK
WATER VALVE
SANITARY SEWER LINE S S SS
WATER VAULT
STORM DRAIN LINE D D
FIRE HYDRANT
WATER LINE W W W W
POWER/ELECTRIC RISER
GAS LINE G G G G
POWER/ELECTRIC VAULT
OVERHEAD POWER/ELECTRIC LINE OHP OHP
GUY WIRE
UNDERGROUND POWER/ELECTRIC LINE P P UGE
POWER/ELECTRIC POLE
UNDERGROUND COMMUNICATIONS LINE UGC
POWER/ELECTRIC TRANSFORMER
T T
TELEPHONE RISER
DITCH CENTERLINE
TELEPHONE PEDESTAL
EDGE OF VEGETATION
TELEPHONE VAULT
PAVEMENT MARKING: CENTERLINE
PAVEMENT MARKING: EDGE LINE
PAVEMENT MARKING: ADA PARKING SYMBOL
PAVEMENT MARKING: PARKING LINE
PAVEMENT MARKING: CROSSWALK LINE
DEMOLITION LIMIT/SAWCUT LINE
PAVEMENT MARKING: STOP BAR
SILT FENCE SF SF
DECIDUOUS TREE (SPECIES & TRUNK SIZE)
CONIFEROUS TREE (SPECIES & TRUNK SIZE)
WATTLE (FIBER ROLL)
INLET PROTECTION
SEEDING / LANDSCAPING
RIP RAP
NOTES
1. LISTING OF ABBREVIATIONS DOES NOT IMPLY THAT ALL ABBREVIATIONS ARE USED.
2. ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE VARIATIONS OF A WORD. FOR EXAMPLE, "MOD" MAY MEAN MODIFY OR MODIFICATION; "INC" MAY MEAN
INCLUDED OR INCLUDING AND "REINF" MAY MEAN EITHER REINFORCE OR REINFORCING.
C
T
AB-00
TP-00
S
PROPERTY LINE
ROADWAY CENTERLINE
SHORELINE
MINOR CONTOUR
MAJOR CONTOUR
LANDSCAPE WALL
WOOD FENCE
X X X XFENCE
TELEPHONE LINE
C
DETECTABLE WARNING PATTERN
CONCRETE SIDEWALK
CONCRETE SURFACING
ASPHALT SURFACING
DEMOLITION
STREET SIGN
COMMUNICATIONS VAULT
GAS METER
SD
GRAVEL SURFACING
ABANDON
SANITARY SEWER CLEANOUT
CONSTRUCTION ENTRANCE
GRADING EXCAVATION (CUT) LIMIT C C
GRADING EMBANKMENT (FILL) LIMIT F F
D
FIRE DEPARTMENT CONNECTION
HH
WATER METER
REDUCER
POWER/ELECTRIC HANDHOLE
LIGHT BOLLARD
LIGHT POLE
LIMIT OF CONSTRUCTION LOC
ROOF DRAIN COLLECTOR LINE RD
EPOWER/ELECTRIC MANHOLE
PERIMETER FOOTING DRAIN LINE FD FD ROOF DRAIN CLEANOUT WITH COLLAR
EXISTING PROPOSED
HIGH VISIBILITY FENCE
BIOSWALE SEEDING
GRADING BREAK LINE
CONCRETE CONTRACTION JOINT
T
N63°06'36"W 980.00'
N 3°
'1
2" E
.1 0'
N 3°
'1
2" E
.3 1'
N 3°
'1
2" E
.7 2'
N86°57'48"W 570.00'
N 0°
'0
0" E
0.
N90°00'00"W 90.00'
S0 °0
0'
"E
.6
9'
N90°00'00"W 117.49'
N 1°
'3
4" E
.9 6'
N89°42'58"E 348.09'
N90°00'00"W 136.47'
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R
E L
A N
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N O
P A
R K
I N
G
F I R E L A N E - N O P A R K I N G
0'
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BU
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K (O
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/2
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LOC
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LOC LOC LOC
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LO
C
LOC
CO
AS
T
AR
TI
LL
ER
Y
RO
AD
INFANTRY DRIVE
SHORELINE
QUARTERMASTERROAD
CAMPGROUND
BLDG 116
AMERICAN
LAKE
AMERICAN
LAKE
BLDG 116
SHORELINE
B-1
B-3
B-2
HZ
BLDG 112
AR
M
O R
D R
IV
E
AR
M
O R
D R
IV
E
CAUTION: EXISTING
OVERHEAD POWER TO REMAIN
X101
X102X103
41ST DIVISION WAY
TP-04
TP-06
AB-01
TP-05
TP-08
TP-03
AB-03
TP-09
TP-02
TP-10
TP-01
TP-07
AB-02
1. ALL UTILITIES (ELECT, PHONE, ETC) NEEDED ARE
THE RESPONSIBILITY OF THE CONTRACTOR. ALL
WORK, MATERIALS, CONNECTION FEES, PERMITS
AND COORDINATION WITH THE FACILITY AND
UTILITY COMPANIES IS THE RESPONSIBILITY OF
THE CONTRACTOR.
2. CONTRACTOR SHALL NOT EXPAND THE
CONSTRUCTION LIMIT LINE AS SHOWN ON THE
DRAWING. SOME EXCEPTIONS MAY BE
APPROVED BY CONTRACTING OFFICER
REPRESENTATIVE.
3. CONTRACTOR SHALL INSTALL A 6-FOOT HIGH
CHAIN LINK FENCE AND GATES AROUND THE
STAGING AND LAYDOWN AREA, AS DIRECTED BY
THE CONTRACTING OFFICER. THE FENCE SHALL
HAVE ATTACHED TAN-COLORED FABRIC, AND
SHALL BE APPROPRIATELY INSTALLED TO
WITHSTAND STRONG WIND LOADS.
4. CONTRACTOR SHALL SUPPLY LOCK/CHAIN TO
SECURE STAGING AND LAYDOWN AREA.
5. CONTRACTOR SHALL ACCESS THE SITE FROM
INFANTRY DRIVE.
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
3030 0 60
SCALE IN FEET
GENERAL NOTES
KEY NOTES
OVERALL EXISTING CONDITIONS
AND DEMOLITION PLAN
10078627-00X100_GOV.DWG
1" = 30' X100
HI
G
H W
AT
ER
M
AR
K
(O
BS
ER
VE
D 2/
8/
N 3°
'1
2" E
.7 2'
N86°57'48"W 570.00'
N 0°
'0
0" E
0.
N90°00'00"W 136.47'
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R
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A N
E
N O
P A
R K
I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R E L A N E - N O P A R K I N G
0'
S H
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BU
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' F
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CE
BU
FF
ER
L
IN
E
0'
SH
O
RE
LI
NE
BU
FF
ER
L
IN
E
50' FENCE
BUFFER LINE
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LOC LOC LOC
LOC
LOC
LOC
LOC
LO
C
LO
C
LO
C
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C LOC LOC LOC LOC
LO
C
LO
C
LO
C
LOC LO
C
LO
C
LO
C
LO
C
LO
C
CO
AS
T
AR
TI
LL
ER
Y
RO
AD
QUARTERMASTERROAD
CAMPGROUNDAMERICAN
LAKE
BLDG 116
SHORELINE
B-1
B-3
B-2
AR
M
O R
D R
IV
E
(3) TYP
(3) TYP
CAUTION: EXISTING
OVERHEAD POWER TO REMAIN
TYP
COORDINATE
REMOVAL WITH
GOVERNMENT
TP-04
TP-06
AB-01
TP-05
TP-08
TP-03
AB-03
TP-09
1. CONTRACTOR SHALL INSTALL A 6-FOOT HIGH
CHAIN LINK FENCE AROUND THE ENTIRE SITE.
THE FENCE SHALL HAVE ATTACHED
TAN-COLORED FABRIC, AND SHALL BE
APPROPRIATELY INSTALLED TO WITHSTAND
STRONG WIND LOADS.
2. REMOVE TEMPORARY CONSTRUCTION FENCE
AND SUPPORTS FROM THE PROJECT SITE AND
DISPOSE OF OFF BASE UPON COMPLETION OF
THE PROJECT. ANY DAMAGE/ALTERATION TO THE
EXISTING GRADE/PAVEMENT OR SITE
STRUCTURES SHALL BE REPAIRED TO ITS
ORIGINAL CONDITION, OR BETTER, AT THE
CONTRACTOR'S EXPENSE.
3. CONTRACTOR SHALL VERIFY LOCATION OF ALL
EXISTING UTILITIES PRIOR TO DEMOLITION AND
CONSTRUCTION. UTILITIES SHOWN ARE BASED
ON AVAILABLE INFORMATION AT TIME OF
TOPOGRAPHIC SURVEY.
4. DEMOLISH AND REMOVE ALL EXISTING FEATURES
AS REQUIRED TO PERFORM THE PROPOSED
WORK.
5. CLEAR AND GRUB EXISTING TOPSOIL WITHIN THE
LIMITS OF CONSTRUCTION; STOCKPILE AND USE
IN ACCORDANCE WITH THE PLANTING
SPECIFICATIONS.
6. DUE TO NESTING AND BREEDING OF SELECT
BIRDS AT CAMP MURRAY, CLEARING, GRUBBING,
AND TREE REMOVAL SHALL NOT OCCUR
BETWEEN FEBRUARY AND AUGUST. IF
CONSTRUCTION MUST OCCUR DURING THIS TIME,
PRE-CONSTRUCTION BIRD SURVEYS SHALL BE
CONDUCTED IMMEDIATELY PRECEDING
CONSTRUCTION ACTIVITIES TO IDENTIFY ANY
ACTIVE NESTS IN THE VICINITY, AND IMPLEMENT
NECESSARY PROTECTION PROCEDURES
ESTABLISHED IN CONSULTATION WITH VARIOUS
AGENCIES AND THE CONTRACTING OFFICER.
*NOT ALL KEYNOTES ARE USED ON ALL SHEETS
1. REMOVE EXISTING TREE AS A PART OF
CLEARING AND GRUBBING
2. EXISTING FENCE TO REMAIN, PROTECT IN PLACE
3. MONITORING WELL TO REMAIN AND BE
ADJUSTED TO NEW GRADE. SEE KEY NOTE 14,
SHEET C101
4. REMOVE EXISTING BOLLARDS
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
3030 0 60
SCALE IN FEET
GENERAL NOTES
KEY NOTES
EXISTING CONDITIONS
AND DEMOLITION PLAN
10078627-00X101_GOV.DWG
1" = 30' X101
NOTES
1. BORING LOCATIONS ARE SHOWN ON
SHEET X101. NOTE THAT NOT ALL BORING
LOGS DISPLAYED ON THIS SHEET ARE
SHOWN.
BORING LOGS
10078627-00B001_GOV.DWG
NOT TO SCALE B001
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
SHEET X101. NOTE THAT NOT ALL BORING
LOGS DISPLAYED ON THIS SHEET ARE
SHOWN.
BORING LOGS
10078627-00B002_GOV.DWG
NOT TO SCALE B002
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
SHEET X101. NOTE THAT NOT ALL BORING
LOGS DISPLAYED ON THIS SHEET ARE
SHOWN.
BORING LOGS
10078627-00B003_GOV.DWG
NOT TO SCALE B003
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
PROJECT CONTROL
AHBL #120 REBAR & CAP
N657225.77, E1124513.85, EL 262.32
T
0' S
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H
IG
H W
AT
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AR
K (O
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VE
D
/8
/2
9)
LOC
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C
LOC
LO
C
LOC
INFANTRY DRIVE
CO
AS
T
AR
TI
LL
ER
Y
RO
AD
BLDG 116
AMERICAN LAKE
BLDG 112
B-
B-3
QUARTERMASTER ROAD
B-1
ALIGNMENT: ARMOR DRIVE
L13
L15
C14
L11
C12
AIR SUPPORT
OPERATIONS CENTER
PROJECT CONTROL
AHBL #120 REBAR & CAP
N657225.77, E1124513.85, EL 262.32
PC:
19+45.00
PT: 19+56.87
L23L21
C22
EOA: 19+75.00
N657300.67 E1124559.27
BOA: 19+00.00
N657306.34 E1124484.89
EOA 8+49.15
N657502.90 E1124608.23
BOA 0+00.00
N656711.88 E1124626.76
1+00
2+
3+
4+
5+
6+
7+
8+
PC: 0+79.88
PC: 2+43.93
PC: 4+57.03
PT: 1+88.23
PT: 2+80.11
PT: 5+05.54
C16
L17
ALIGNMENT: NORTH LOT ACCESS
PROJECT CONTROL
AHBL #121 REBAR & CAP
N656864.42, E1124498.50, EL 261.29
SITE FENCING
SITE FENCING
SITE FENCING
PROJECT CONTROL
AHBL #121 REBAR & CAP
N656864.42, E1124498.50, EL 261.29
VERTICAL DATUM
BASED ON CAMP MURRAY VERTICAL BENCHMARKS PER CENTER POINTE
SURVEY (NGVD 29)
TO CONVERT TO NAVD 88 ADD 3.435'
BASIS OF BEARING
NAD 83/91
WASHINGTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE
CAMP MURRAY HORIZONTAL CONTROL
HOLDING CENTER POINTE SURVEY MONUMENT NUMBERS 13 AND 14
POINT NO.13: N=657599.22, E=1127509.43
208' NW OF INTERSECTION OF 41ST DIVISION DR AND MILITIA WAY
POINT NO.14: N=657369.21, E=1125199.91
INTERSECTION OF FIELD ARTILLERY TRAIL AND QUARTERMASTER ROAD
A LINE BETWEEN THE TWO FOUND MONUMENTS BEARS N 84°18'45" E
LOCATION
A PORTION OF THE SE 1/4 OF SEC. 20, TWN. 19 N., RGE. 02 E. W.M.
CAMP MURRAY, PIERCE COUNTY, WASHINGTON
SURVEY
PROJECT DESIGN BASED UPON TOPOGRAPHIC SURVEY (JOB NO.
2170597.50, NEW ASOC FACILITY CAMP MURRAY), DATED NOVEMBER 15,
2017, PROVIDED BY AHBL, TACOMA, WASHINGTON
ARMOR DRIVE
NUMBER
L11
C12
L13
C14
L15
C16
L17
START STA.
0+00.00
0+79.88
1+88.23
2+43.93
2+80.11
4+57.03
5+05.54
LENGTH
79.88'
108.35'
55.70'
36.18'
176.92'
48.51'
343.61'
RADIUS
120.00'
500.00'
250.00'
DELTA
51°44'10"
4°08'50"
11°07'00"
BEARING
N53°23'23"W
N01°39'17"W
N02°29'28"E
N13°36'29"E
END STA.
0+79.88
1+88.23
2+43.93
2+80.11
4+57.03
5+05.54
8+49.15
NORTH LOT ACCESS
NUMBER
L21
C22
L23
START STA.
19+00.00
19+45.00
19+56.87
LENGTH
45.00'
11.88'
18.13'
RADIUS
50.00'
DELTA
13°36'30"
BEARING
N89°59'59"E
S76°23'31"E
END STA.
19+45.00
19+56.87
19+75.00
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
6060 0 120
SCALE IN FEET
ROADWAY ALIGNMENTS PLAN
10078627-00C001_GOV.DWG
1" = 60' C001
PROJECT CONTROL INFORMATION
ROADWAY ALIGNMENT TABLES
1. SEE SHEET C001, ROADWAY ALIGNMENTS PLAN,
FOR ROADWAY ALIGNMENT TABLES AND
CONTROL.
T
0'
SH
OR
EL
IN
E
BU
FF
ER
L
IN
E
HI
G
H W
AT
ER
M
AR
K
(O
BS
ER
VE
D 2/
8/
0'
SH
O
RE
LI
NE
BU
FF
ER
L
IN
E
HIGH WATER MARK
(OBSERVED 2/8/2019)
50' FENCE
BUFFER LINE
FH
FH
FH
CO
S
MH
S
S
S MH
MH
MH
FDC
HH
HH
HH HH
S
HH HH
E
LP
MH
MH
E
MH
LP
LP
LP
HH
FH
HH
HH
HH
HH
HHHHHH
HH
HH
LP
BLDG 116
AMERICAN LAKE
BLDG 112
B-
B-3
C101
QUARTERMASTER ROAD
C102
B-1
C103 FIRE DEPARTMENT ACCESS ROAD
MAIN ENTRANCE
TO FACILITY
30'
30'
30'
CO
AS
T
AR
TI
LL
ER
Y
RO
AD
FIRE PUMP ROOM
FIRE DEPARTMENT
CONNECTION (FDC),
2 1/2" HOSE VALVES
R150.00'
R150.00'
R150.00' R150.00'
AIR SUPPORT
OPERATIONS CENTER
INFANTRY DRIVE
ALIGNMENT: ACCESS ROAD (INFANTRY DR)
30'
30'
ALIGNMENT: NORTH LOT ACCESS
FIRE LANE
30' FIRE SEPARATION DISTANCE
30'
FH
ALIGNMENT: BUILDING WEST ACCESS
FH
FIRE PROTECTION
SYSTEM BACKFLOW
PREVENTER
LOCATION
R150.00'
41ST DIVISION WAY
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
6060 0 120
SCALE IN FEET
OVERALL SITE LAYOUT PLAN
AND CODE COMPLIANCE PLAN
10078627-00C100_GOV.DWG
1" = 60' C100
GENERAL NOTES
KEY NOTES
H W
AT
ER
M
AR
K
(O
BS
ER
VE
D 2/
8/
0'
SH
O
RE
LI
NE
BU
FF
ER
L
IN
E
50' FENCE
BUFFER LINE
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LOC LOC LOC
LOC
LOC
LOC
LOC
LO
C
LO
C
LO
C
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C LOC LOC LOC LOC
LO
C
LO
C
LO
C
LOC LO
C
LO
C
LO
C
LO
C
LO
C
FDC
HH
CB
FH
CB
CB
MH
E
MH
LP
FH
HH
HH
HH
HH
HH
CB
CB
CB
CB
CB DIV
HHHH
HH
HH
SOUTH GOV ACCESS (EMERGENCY USE ONLY)
CO
AS
T
AR
TI
LL
ER
Y
RO
AD
AIR SUPPORT OPERATIONS CENTER
QUARTERMASTER
CAMPGROUNDAMERICAN
LAKE
BLDG 116
SHORELINE
B-1
B-3
B-2
R25.0'
ALIGNMENT: BUILDING WEST ACCESS
.0
30.0'
.0
30.0'
ALIGNMENT:
NORTH LOT ACCESS
LIMITS OF MSE WALL
SOIL REINFORCEMENT
5.0' TYP
BO
W
/FO
C
ROAD
19+75
19+00
11071118
11191120
30.0'
3 R25 .0'
STA 19+15.24
NORTH GOV ACCESS
STA 4+37.94
11131114
1127 1128
EXISTING CHAN LINK
FENCE TO REMAIN
EXISTING
CHAN LINK
FENCE TO
REMAIN
FH
MH
CB
LP
CB DIV
CB
CB
FH
LP
FH
CB
CB
CB
MH
CO
AS
T
AR
TI
LL
ER
Y
RO
AD
AIR SUPPORT OPERATIONS CENTER
QUARTERMASTER
CAMPGROUNDAMERICAN
LAKE
BLDG 116
SHORELINE
B-1
B-3
B-2
ROAD
*NOT ALL NOTES ARE USED ON ALL SHEETS
1. TYPE 2 HMA PAVEMENT PER DETAIL 1 ON SHEET
C501
2. VEHICULAR CONCRETE PAVEMENT PER DETAILS 2
AND 4 ON SHEET C501
3. CEMENT CONCRETE TRAFFIC CURB AND GUTTER
PER WSDOT STD. PLAN F-10.12-03 ON SHEET C501
4. CHAIN LINK FENCE PER DETAIL 1 ON SHEET C504
5. ATTACH FENCE POST TO STRUCTURE PER
SPECIFICATIONS
6. 24' MANUAL SLIDING ACCESS GATE PER DETAIL 2
ON SHEET C503
7. PERSONNEL SECURITY GATE PER DETAIL 1 ON
SHEET C503
8. MECHANICALLY STABILIZED EARTH (MSE)
RETAINING WALL PER DETAIL 5 ON SHEET C501
9. CURB TERMINATION PER DETAIL 8 ON SHEET C501
10. EXISTING BOLLARDS AND FIRE HYDRANT -
PROTECT IN PLACE
11. PARKING SHELTER, SEE STRUCTURAL SHEETS
S130 THROUGH S132
12. DUMMY CONTRACTION JOINTS, SEE DETAIL 9 ON
SHEET C501
13. DOUBLE SWING VEHICULAR GATE WITH BARBED
WIRE PER DETAIL 3 ON SHEET C503
14. INSTALL AT-GRADE MONITORING WELL COVER,
SEE DETAIL 1 ON SHEET C502
1. SEE ROADWAY ALIGNMENTS PLAN FOR ROADWAY
ALIGNMENT TABLES AND CONTROL.
2. SEE SHEETS C140 THROUGH C141 FOR STRIPING
AND SIGNAGE.
3. SEE L SERIES SHEETS FOR LANDSCAPE AREAS.
4. ANY NEW CONSTRUCTION WITHIN THE 200 FOOT
SHORELINE BUFFER SHALL BE APPROVED BY THE
ENVIRONMENTAL OFFICE PRIOR TO EXECUTION
OF THE WORK.
SITE LAYOUT POINT TABLE
NO.
NORTHING
657302.37
657329.14
657329.14
657371.80
657364.02
657333.95
657321.34
657319.34
657293.34
657064.98
657056.64
657102.43
657094.84
657094.84
657263.51
657263.51
657359.57
657330.59
657299.14
657299.14
657288.11
657198.37
657212.63
EASTING
1124210.27
1124243.59
1124361.13
1124520.33
1124552.49
1124545.21
1124498.14
1124498.14
1124498.14
1124498.14
1124505.79
1124507.78
1124498.14
1124468.14
1124468.14
1124498.14
1124474.66
1124482.42
1124365.08
1124243.59
1124236.66
1124188.18
1124161.79
DESC.
FOC AP/CONC AP
FOC AP/CONC AP
FOC AP/CONC AP
FOC AP
END FOC
BEGIN FOC
FOC AP
END FOC
BEGIN FOC
END FOC/SW AP
BEGIN CG
END CG
CONC AP
CONC AP
CONC AP
CONC AP
CONC AP
CONC AP
CONC AP
CONC AP
CONC AP
CONC AP
CONC AP
SITE LAYOUT POINT TABLE
NO.
NORTHING
657302.37
657329.14
657329.14
657371.80
657364.02
657333.95
657321.34
657319.34
657293.34
657064.98
657056.64
657102.43
657094.84
657094.84
657263.51
657263.51
657359.57
657330.59
657299.14
657299.14
657288.11
657198.37
657212.63
EASTING
1124210.27
1124243.59
1124361.13
1124520.33
1124552.49
1124545.21
1124498.14
1124498.14
1124498.14
1124498.14
1124505.79
1124507.78
1124498.14
1124468.14
1124468.14
1124498.14
1124474.66
1124482.42
1124365.08
1124243.59
1124236.66
1124188.18
1124161.79
DESC.
FOC AP/CONC AP
FOC AP/CONC AP
FOC AP/CONC AP
FOC AP
END FOC
BEGIN FOC
FOC AP
END FOC
BEGIN FOC
END FOC/SW AP
BEGIN CG
END CG
CONC AP
CONC AP
CONC AP
CONC AP
CONC AP
CONC AP
CONC AP
CONC AP
CONC AP
CONC AP
CONC AP
SITE LAYOUT POINT TABLE
NO.
NORTHING
657345.60
657360.18
657322.98
657334.15
657334.15
657376.96
657368.88
657333.40
657320.34
657292.34
657343.34
657269.34
657037.48
657037.48
657037.48
657195.22
657064.98
657293.34
657319.34
657320.71
657333.14
657369.62
657447.18
EASTING
1124522.31
1124525.84
1124227.94
1124241.83
1124360.47
1124520.27
1124553.66
1124545.07
1124500.14
1124500.14
1124531.53
1124513.62
1124135.81
1124115.81
1124096.31
1124054.05
1124499.64
1124499.64
1124499.64
1124499.64
1124546.04
1124554.87
1124560.56
DESC.
CONC AP
CONC AP
BEGIN BOW
BOW AP
BOW AP
BOW AP
BOW AP
END BOW
HMA AP
HMA AP
RAD PNT
RAD PNT
GATE
GATE
FNC AP
END FNC
FNC AP
GATE
GATE
FNC AP
FNC AP
FNC AP
END FNC
SITE LAYOUT POINT TABLE
NO.
NORTHING
657345.60
657360.18
657322.98
657334.15
657334.15
657376.96
657368.88
657333.40
657320.34
657292.34
657343.34
657269.34
657037.48
657037.48
657037.48
657195.22
657064.98
657293.34
657319.34
657320.71
657333.14
657369.62
657447.18
EASTING
1124522.31
1124525.84
1124227.94
1124241.83
1124360.47
1124520.27
1124553.66
1124545.07
1124500.14
1124500.14
1124531.53
1124513.62
1124135.81
1124115.81
1124096.31
1124054.05
1124499.64
1124499.64
1124499.64
1124499.64
1124546.04
1124554.87
1124560.56
DESC.
CONC AP
CONC AP
BEGIN BOW
BOW AP
BOW AP
BOW AP
BOW AP
END BOW
HMA AP
HMA AP
RAD PNT
RAD PNT
GATE
GATE
FNC AP
END FNC
FNC AP
GATE
GATE
FNC AP
FNC AP
FNC AP
END FNC
TABLE DESCRIPTIONS
AP ANGLE POINT
BOW BACK OF WALL
CG CURB & GUTTER
CONC CONCRETE
FNC FENCE
FOC FACE OF CURB
HMA HOT MIX ASPHALT
PNT POINT
RAD RADIUS
SW SIDEWALK
TABLE DESCRIPTIONS
AP ANGLE POINT
BOW BACK OF WALL
CG CURB & GUTTER
CONC CONCRETE
FNC FENCE
FOC FACE OF CURB
HMA HOT MIX ASPHALT
PNT POINT
RAD RADIUS
SW SIDEWALK
SITE LAYOUT POINT TABLE
NO.
NORTHING
657102.43
657121.50
657146.80
657171.76
657263.46
657284.80
657294.34
657269.34
657294.34
657318.34
657318.34
657323.69
657337.46
657343.34
657483.57
657450.27
657465.57
657468.82
657468.71
657444.38
657470.66
657485.29
EASTING
1124507.78
1124508.61
1124510.95
1124515.72
1124537.92
1124533.27
1124513.62
1124513.62
1124500.14
1124500.14
1124531.53
1124546.99
1124555.83
1124531.53
1124591.20
1124607.83
1124618.85
1124637.43
1124637.93
1124632.13
1124638.39
1124592.66
DESC.
BEGIN CG
CG PC
CG MP
CG PT
CG PC
CG MP
CG PT
RAD PNT
END CG
BEGIN CG
CG PC
CG MP
CG PT
RAD PNT
END CG
HMA PC
HMA MP
HMA PT
END HMA
RAD PNT
HMA AP
HMA AP
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
SITE LAYOUT PLAN
10078627-00C101_GOV.DWG
1" = 30' C101
3030 0 60
SCALE IN FEET
F I R E L A N
E - N O
P A R K I N
G
0'
S H
O R
EL
IN
E
BU
FF
ER
L
IN
E
' F
EN
CE
BU
FF
ER
L
IN
E
H
IG
H W
AT
ER
M
AR
K (O
BS
ER
VE
D
/8
/2
9)
LOC
LO
C
LO
C
LO
C
LO
C
LO
C LO
C
LO
C
LO
C
LO
C LOC
LOC
LOC
LO
C
LO
C
LO
C
LO
C
LOC LOC LOC
LO
C
LOC
LO
C
LOC
F
F
F
F
FH
FH
CO
S
S
S
S MH
MH
HH
HH
HH HH
CB
MH
S
CB
CB
MH
HH HH
E
LP
MH
MH
E
MH
LP
LP
LP
HH
LP
LP
LP
LP
CB
HH
HH
HH
HH
HH
CB
CB
CB
CB
CB DIV
HHHH
HH
HH
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
7 25
8 25
C111
C113 C112
INFANTRY DRIVE
CO
AS
T
AR
TI
LL
ER
Y
RO
AD
BLDG 116
AMERICAN LAKE
BLDG 112
B-
B-3
QUARTERMASTER ROAD
B-1
265 265
AIR SUPPORT
OPERATIONS CENTER
0'
S H
O R
EL
IN
E
BU
FF
ER
L
IN
E
50' FENCE
BUFFER LINE
AR
M
O R
D R
IV
E
41ST DIVISION WAY
C112
6060 0 120
SCALE IN FEET
OVERALL EROSION CONTROL PLAN
10078627-00C110_GOV.DWG
1" = 60' C110
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
*NOT ALL NOTES ARE USED ON ALL SHEETS
1. INSTALL STORM DRAIN INLET PROTECTION PER
WSDOT STD. PLAN I-40.20-00 ON SHEET C505
2. INSTALL WATTLE INSTALLATION ON SLOPE PER
WSDOT STD. PLAN 1-30.30-02 ON SHEET C505
3. INSTALL CONCRETE WASHOUT AREA PER DEPT.
OF ECOLOGY FIG. II-4.1.7B ON SHEET C506
4. INSTALL SILT FENCE PER PIERCE COUNTY
EROSION AND SEDIMENT CONTROL PLAN DETAIL
8.0 ON SHEET C505
HI
G
H W
AT
ER
M
AR
K
(O
BS
ER
VE
D 2/
8/
0'
SH
O
RE
LI
NE
BU
FF
ER
L
IN
E
50' FENCE
BUFFER LINE
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LOC LOC LOC
LOC
LOC
LOC
LOC
LO
C
LO
C
LO
C
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C LOC LOC LOC LOC
LO
C
LO
C
LO
C
LOC LO
C
LO
C
LO
C
LO
C
LO
C
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF
SF
SF
SF
SF
SF
SF
SF
CO
AS
T
AR
TI
LL
ER
Y
RO
AD
QUARTERMASTER
CAMPGROUNDAMERICAN
LAKE
BLDG 116
SHORELINE
B-1
B-3
B-2
AIR SUPPORT OPERATIONS CENTER
0'
SH
O
RE
LI
NE
BU
FF
ER
L
IN
E
ROAD
250245
50' FENCE
BUFFER LINE
AR
M
O R
D R
IV
E
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
1. SEE SPECIFICATIONS AND LANDSCAPE PLANS FOR
SEED AREAS.
2. PLACE PLASTIC COVERING OVER STOCKPILE
MATERIALS PER THE DEPARTMENT OF ECOLOGY'S
STORMWATER MANAGEMENT MANUAL FOR
WESTERN WASHINGTON BMP C123 AND THE
SPECIFICATIONS.
3. ALL EXPOSED AREAS SHALL BE SEEDED WITH
TEMPORARY EROSION CONTROL SEED MIX PER
DEPARTMENT OF ECOLOGY'S STORMWATER
MANAGEMENT MANUAL FOR WESTERN
WASHINGTON BMP C120, TABLE 11-4.1.2.
4. CONTRACTOR SHALL REMOVE SEDIMENT FROM
DITCHES AND SCARIFY PRIOR TO DEMOLITION.
5. SEE SHEETS X100 FOR CONSTRUCTION STAGING
AND LAYDOWN AREA AND NOTES.
GENERAL NOTES
KEY NOTES
3030 0 60
SCALE IN FEET
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
EROSION CONTROL PLAN
10078627-00C111_GOV.DWG
1" = 30' C111
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R E L A N
E - N O
P A R K I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R E L A N E - N O P A R K I N G
F F
F F
F
F
F
C C
C
C C C
C
C
C C
F
F F
F
F
F
F
FH
FH
FH
FH
CO
S
MH
S
S
S MH
MH
MH
FDC
HH
HH
HH HH
CB
MH
MH
S
FH
CB
CB
MH
HH HH
E
LP
LP
LP
MH
MH
E
MH
LP
LP
LP
LP
LP
LP
HH
HH
CB
LP
FH
HH
HH
HH
HH
HHHHHH
HH
HH
HH
HH
C121
INFANTRY DRIVE
CO
AS
T
AR
TI
LL
ER
Y
RO
AD
BLDG 116
AMERICAN LAKE
BLDG 112
B-
B-3
QUARTERMASTER ROAD
B-1
FFE 261.00
AIR SUPPORT
OPERATIONS CENTER
0'
S H
O R
EL
IN
E
BU
FF
ER
L
IN
E
' F
EN
CE
BU
FF
ER
L
IN
E
H
IG
H W
AT
ER
M
AR
K (O
BS
ER
VE
D
/8
/2
9)
D R
IV
E
AR
M
O R
INFILTRATION
GALLERY C
C123 C122
41ST DIVISION WAY
257258
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
6060 0 120
SCALE IN FEET
OVERALL GRADING AND DRAINAGE PLAN
10078627-00C120_GOV.DWG
1" = 60' C120
*NOT ALL NOTES ARE USED ON ALL SHEETS
1. CONSTRUCT CONCRETE PAVEMENT FLUSH WITH
ASPHALT PAVEMENT
GRADE POINT ABBREVIATIONS
AP ANGLE POINT
BLDG BUILDING
BOW BACK OF WALL
BTDT BOTTOM OF DITCH
DR MAN DOOR
EXST EXISTING
FDTN FOUNDATION
GB GRADE BREAK
GR GRADE
GTR GUTTER
IE INVERT ELEVATION
MP MIDPOINT
OHD OVERHEAD DOOR
PC POINT OF CURVATURE
PCC POINT OF CONTINUOUS CURVATURE
PRC POINT OF REVERSE CURVATURE
PT POINT OF TANGENCY
SW SIDEWALK
TCDR TOP OF CONCRETE AT MAN DOOR
TCOHD TOP OF CONCRETE AT OVERHEAD DOOR
TOA TOP OF ASPHALT
TOC TOP OF CONCRETE
TOGR TOP OF GRADE
TOGV TOP OF GRAVEL
HI
G
H W
AT
ER
M
AR
K
(O
BS
ER
VE
D 2/
8/
0'
SH
O
RE
LI
NE
BU
FF
ER
L
IN
E
50' FENCE
BUFFER LINE
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LOC LOC LOC
LOC
LOC
LOC
LOC
LO
C
LO
C
LO
C
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C LOC LOC LOC LOC
LO
C
LO
C
LO
C
LOC LO
C
LO
C
LO
C
LO
C
LO
C
G G
G G
HH
R D
R D
R D
RD RD RD RD
RD
R D
R D
RD
RD RD
RD RD RD
R D
R D
RD
U G
E
E
FD FD FD
FD
FD
FD
FD
FD
FD FD
FD
FD
FD
FD
FD FD FD FD
FD
MH
HH
HH
HH
HH
HH
UGE UGE
HHHH
HH
HH
C301
5C
C301
C
C301
CO
AS
T
AR
TI
LL
ER
Y
RO
AD
QUARTERMASTER
CAMPGROUNDAMERICAN
LAKE
BLDG 116
SHORELINE
B-1
B-3
B-2
AIR SUPPORT
OPERATIONS CENTER
AIR SUPPORT
FFE 261.00
AIR SUPPORT
ROAD
FH
CB MH
FH
LP
FH
LP
CB
FH
DIVCB
CB
CB
STA 0+17.82, BOW AP
N 657334.15, E 1124241.83
STA 1+36.46, BOW AP
N 657334.15, E 1124360.47
STA 0+00.00, BEGIN WALL
N 657322.98, E 1124227.94
MATCH EXST TOA
MATCH EXST TOA, TYP
MATCH EXST TOA, TYP
MATCH EXST TOA, TYP
MATCH TOA AP
MATCH EXIST 260.69 ±
MATCH EXIST 259.46±
AR
M
O R
D R
IV
E
8+49
4+
5+
6+
7+
8+
STA 3+01.90, BOW AP, N 657376.96, E 1124520.27
REMOVE 12" PIPE & REPLACE
WITH 12" PIPE FROM CB-4B
MATCH EXST TOGV, TYP
STA 3+72.76, END WALL, N 657333.40, E 1124545.07
STA 3+36.26, BOW AP, N 657368.88, E 1124553.66
CB
0+00
1+00
2+00
3+00
0'
SH
O
RE
LI
NE
BU
FF
ER
L
IN
E
50' FENCE
BUFFER LINE
MSE RETAINING WALL PER
PROFILE, SHEET C201
MATCH EXIST 260.03 ±
MATCH EXIST 256.12 ±
CB-4B
CB-4A
65 LF 12" CPEP @ 0.79%
61 LF 12" CPEP @ 0.79%
C301
25825
1. SEE SHEET C001, ROADWAY ALIGNMENTS PLAN,
FOR ROADWAY ALIGNMENT TABLES AND
CONTROL.
2. SEE SHEET C201 FOR RETAINING WALL PROFILE.
3. SEE SHEETS C201 FOR ROADWAY PROFILES.
4. INSTALL TYPE 1 CATCH BASINS PER WSDOT STD.
PLAN B-5.20-02 ON SHEET C506.
5. ALL DISTURBED AREAS TO BE SEEDED PER
LANDSCAPE PLANS AND SPECIFICATIONS.
STRUCTURE TABLE
NAME
CB-4A
CB-4B
COORDINATES
N = 657318.34 E = 1124496.72
N = 657302.80 E = 1124437.31
DETAILS
RIM = 256.98
SUMP = 251.98
INV OUT W (12")= 253.98
RIM = 257.60
SUMP = 251.49
INV IN E (12")= 253.49
INV OUT S (12")= 253.49 3030 0 60
SCALE IN FEET
GENERAL NOTES
KEY NOTES
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
GRADING AND DRAINAGE PLAN
10078627-00C121_GOV.DWG
1" = 30' C121
I R
E L
A N
E
N O
P A
R K
I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R E L A N
E - N O
P A R K I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R E L A N E - N O P A R K I N G
C131
INFANTRY DRIVE
CO
AS
T
AR
TI
LL
ER
Y
RO
AD
BLDG 116
AMERICAN LAKE
BLDG 112
AR
M
O R
D R
IV
E
B-
B-3
QUARTERMASTER ROAD
B-1
AIR SUPPORT
OPERATIONS CENTER
C133 C132
41ST DIVISION WAY
W W
W W W W
FH
CO
G G
W
G
S
MH
S
S
S MH
MH
MH
HH
HH
HH HH
R D
RD RD
RD
RD
R D
RD
R D
RD
S
UGC
HH
RD
HH
U G
E
E
LP
FD
FD
FD
FD
FD
FD
FD FD
FD
FD
FD FD
FD
FD
FD
MH
MH
E
MH
LP
LP
LP
LP
LP
LP
HH
W
W W
W
HH
HH
HH
HH
HH
UGE
HHHH
HH
HH
HH
W
6060 0 120
SCALE IN FEET
OVERALL UTILITY PLAN
10078627-00C130_GOV.DWG
1" = 60' C130
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
H W
AT
ER
M
AR
K
(O
BS
ER
VE
D 2/
8/
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R E L A N E - N O P A R K I N G
0'
SH
O
RE
LI
NE
BU
FF
ER
L
IN
E
50' FENCE
BUFFER LINE
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LOC LOC LOC
LOC
LOC
LOC
LOC
LO
C
LO
C
LO
C
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C LOC LOC LOC LOC
LO
C
LO
C
LO
C
LOC LO
C
LO
C
LO
C
LO
C
LO
C
W W
W
W W
FH
G G
W
G G
FDC
HH
MH
DIV
CB
R D
R D
R D
RD RD RD RD
RD
R D
R D
RD
RD RD
RD RD RD
R D
R D
CB
RD
FH
CB
CB
MH
U G
E
E
FD FD FD
FD
FD
FD
FD
FD
FD FD
FD
FD
FD
FD
FD FD FD FD
FD
MH
LP
LP
LP
LP
W
W
W W W W W
FH
W W
W
HH
HH
HH
HH
HH
CB
CB
CBCB
CBCB
CBCB DIV
UGE UGE
HHHH
HH
HH
HH
CO
AS
T
AR
TI
LL
ER
Y
RO
AD
AIR SUPPORT
OPERATIONS CENTER
QUARTERMASTER
CAMPGROUNDAMERICAN
LAKE
SHORELINE
B-1
B-3
B-2
ROAD
CAUTION: EXISTING OVERHEAD
POWER TO REMAIN
ELECTRIC SHOWN FOR REFERENCE ONLY,
SEE ELECTRICAL PLANS FOR DESIGN, TYP
CAUTION: EXISTING OVERHEAD
POWER TO REMAIN
CO
AS
T
AR
TI
LL
ER
Y
RO
AD
AIR SUPPORT
OPERATIONS CENTER
QUARTERMASTER
CAMPGROUNDAMERICAN
LAKE
SHORELINE
B-1
B-3
B-2
ROAD
*NOT ALL KEYNOTES USED ON ALL SHEETS
1. AREA LIGHT WITH CONCRETE FOUNDATION, SEE
ELECTRICAL PLANS
1. LOCATION AND DEPTH OF EXISTING LINES
UNKNOWN. CONTRACTOR TO NOTIFY
CONTRACTING OFFICER OF ANY DISCREPANCIES
WITH EXISTING INFORMATION SHOWN ON PLANS.
2. SEE GRADING AND DRAINAGE PLANS FOR STORM
DRAINAGE.
3. SEE ELECTRICAL PLANS FOR UNDERGROUND
ELECTRIC LINES.
3030 0 60
SCALE IN FEET
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
GENERAL NOTES
KEY NOTES
UTILITY PLAN
10078627-00C131_GOV.DWG
1" = 30' C131
TT
I R
E L
A N
E
N O
P A
R K
I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R E L A N
E - N O
P A R K I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R E L A N E - N O P A R K I N G
0'
S H
O R
EL
IN
E
BU
FF
ER
L
IN
E
' F
EN
CE
BU
FF
ER
L
IN
E
H
IG
H W
AT
ER
M
AR
K (O
BS
ER
VE
D
/8
/2
9)
FH
FH
FH
CO
S
MH
S
S
S MH
MH
MH
FDC
HH
HH
HH HH
CB
MH
MH
S
CB
CB
MH
HH HH
E
LP
LP
LP
MH
MH
E
MH
LP
LP
LP
LP
LP
LP
HH
HH
CB
LP
FH
HH
HH
HH
HH
HHHHHH
HH
HH
HH
HH
BLDG 116
AMERICAN LAKE
BLDG 112
B-
B-3
C101
QUARTERMASTER ROAD
C102
B-1
C103
CO
AS
T
AR
TI
LL
ER
Y
RO
AD
AIR SUPPORT
OPERATIONS CENTER
INFANTRY DRIVE
41ST DIVISION WAY
T
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R E L A N
E - N O
P A R K I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R E L A N E - N O P A R K I N G
0'
S H
O R
EL
IN
E
BU
FF
ER
L
IN
E
' F
EN
CE
BU
FF
ER
L
IN
E
H
IG
H W
AT
ER
M
AR
K (O
BS
ER
VE
D
/8
/2
9)
FH
FH
FH
CO
S
MH
S
S
S MH
MH
MH
FDC
HH
HH
HH HH
CB
MH
MH
S
CB
CB
MH
HH HH
E
LP
LP
LP
MH
MH
E
MH
LP
LP
LP
LP
LP
LP
HH
HH
CB
LP
FH
HH
HH
HH
HH
HHHHHH
HH
HH
HH
HH
INFANTRY DRIVE
CO
AS
T
AR
TI
LL
ER
Y
RO
AD
BLDG 116
AMERICAN LAKE
BLDG 112
B-
B-3
C141
QUARTERMASTER ROAD
B-1
AIR SUPPORT
OPERATIONS CENTER AR
M O
R D
R
IV
E
C143 C142
41ST DIVISION WAY
6060 0 120
SCALE IN FEET
OVERALL SITE STRIPING AND SIGNAGE PLAN
10078627-00C140_GOV.DWG
1" = 60' C140
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
H W
AT
ER
M
AR
K
(O
BS
ER
VE
D 2/
8/
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R E L A N
E - N O
P A R K I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R
E L
A N
E
N O
P A
R K
I N
G
F I R E L A N E - N O P A R K I N G
0'
SH
O
RE
LI
NE
BU
FF
ER
L
IN
E
50' FENCE
BUFFER LINE
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LOC LOC LOC
LOC
LOC
LOC
LOC
LO
C
LO
C
LO
C
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C LOC LOC LOC LOC
LO
C
LO
C
LO
C
LOC LO
C
LO
C
LO
C
LO
C
LO
C
FH
FDC
HH
CB
E
MH
LP
FH
HH
HH
HH
HH
HHHHHH
HH
HH
CO
AS
T
AR
TI
LL
ER
Y
RO
AD
AIR SUPPORT OPERATIONS CENTER
QUARTERMASTER
CAMPGROUNDAMERICAN
LAKE
BLDG 116
SHORELINE
B-1
B-3
B-2
6.
7'
0'
0'
.0
7 @ 16.7' = 116.7'
7 @ 16.7' = 116.7'
' T
YP
12 @ 10' = 120'
79.8'
26' TYP
6.
.7
TYP
TYP
30' TYP
' T
YP
26' TYP
TYP
TYP
TYP
26' TYP
FDC
10.00'
.0
0'
ROAD
N657465.02 E1124599.066
N657460.89 E1124616.12
0'
TYP
FH
FH
FH
3 33.5'
30' TYP 45'
TYP
46.8'
AR
M
O R
D R
IV
E
1. INSTALL STEEL SIGN SUPPORTS PER WSDOT STD.
PLAN G-24.50-05 ON SHEET C504.
*NOT ALL NOTES ARE USED ON ALL SHEETS
1. 4-INCH WHITE PAINT LINE
2. 4-INCH WHITE PAINT LINE, CLEAR ZONE, 45°, 2'-0"
SPACING
3. 6-INCH RED PAINT LINE, CLEAR ZONE, 45°, 2'-0"
SPACING
4. 4-INCH TALL WHITE LETTERING "FIRE LANE - NO
PARKING"
5. 4-INCH YELLOW CENTERLINE PER WSDOT
LONGITUDINAL MARKING PATTERNS STD. PLAN
M-20.10-02 ON SHEET C502
6. STOP LINE PER WSDOT SYMBOL MARKINGS
MISCELLANEOUS STD. PLAN M-24.60-04 ON SHEET
C502
7. MUTCD R1-1 30x30 "STOP" SIGN
3030 0 60
SCALE IN FEET
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
GENERAL NOTES
KEY NOTES
SITE STRIPING AND SIGNAGE PLAN
10078627-00C141_GOV.DWG
1" = 30' C141
0+00
EG
.3
FG
.8
1+00
EG
.8
FG
.0
2+00
EG
.0
FG
.0
3+00
EG
.5
FG
.6
4+00
EG FG
TOP OF WALL
BOTTOM OF WALL
0.0% -1.0%
-1.0% 0.5% -0.2% 0.3%
BE
G
IN
W
AL
L
(B O
W
ST
A
0+
.0
EL
.8
G R
AD
E
BR
EA
K (B
O W
A P)
ST
A
0+
.8
EL
.8
G R
AD
E
BR
EA
K (B
O W
A P)
ST
A
1+
.4
EL
.6
G R
AD
E
BR
EA
K (B
O W
A P)
ST
A
2+
.3
EL
.4
G R
AD
E
BR
EA
K (B
O W
A P)
ST
A
3+
.9
EL
.6
G R
AD
E
BR
EA
K (B
O W
A P)
ST
A
3+
.2
EL
.6
EN
D
W
AL
L (B
O W
ST
A 3+
.7
EL
.7
PROPOSED GRADE (BACK OF WALL)
EXISTING GRADE (4 FT IN FRONT OF WALL)
EL 260.50
EL 260.00
EL 259.50
EL 258.50
ST
A
0+
.0
ST
A
1+
.0
ST
A
2+
.0
NORTH LOT
ACCESS
EL 253.50
EL 250.50
EL 250.00
ST
A
1+
.0
ST
A
2+
.0
EG
.8
FG
.4
19+00
EG
.5
FG
.4
20+00
EG FG
-1.56%
M
AT
C H
G O
V
PA
R
KI
N G
L O
T
ST
A
+1 5.
EL
.1
M
AT
C H
E D
G E
O F
AR
M
O R
D R
ST
A
+6
3.
EL
.4
PROPOSED
GRADE
EXISTING GRADE
FG
.9
ST
A
+7
5.
AR
M O
R D
R
ST
A 6+
.0
1.80%
2.58%
M
AT
C H
E
XS
T
ST
A 8+
.1
EL
.6
0+00
EG
.1
FG
1+00
EG
.2
FG
2+00
EG
.4
FG
.2
3+00
EG
.8
FG
.7
4+00
EG
.1
FG
.6
5+00
EG
.3
FG
.7
6+00
EG
.2
FG
.6
7+00
EG
.8
FG
.8
8+00
EG
.1
FG
.3
0.88%
-4.93%
1.00%
-1.58%
PVI STA 7+40.42
PVI EL 251.77
K 17.70
LVC 105.0'
BV
C
S 6+
.9
BV
C E
4.
EV
C
S 7+
.9
EV
C E
2.
LOW PT STA 7+75.22
LOW PT EL 252.21
PVI STA 1+94.61
PVI EL 260.86
K 63.71
LVC 148.2'
BV
C
S 1+
.4
BV
C E
1.
EV
C
S 2+
.7
EV
C E
1.
LOW PT STA 2+12.53
LOW PT EL 261.27
PVI STA 5+01.28
PVI EL 263.57
K 43.00
LVC 250.0'
BV
C
S 3+
.2
BV
C E
2.
EV
C
S 6+
.2
EV
C E
7.
HIGH PT STA 4+14.20
HIGH PT EL 262.63
PROPOSED GRADE
EXISTING GRADE
ST
A
6+
.0
N
O R
TH
L
O T
AC
C
ES
S
ST
A
+7
5.
MATCH EXST
STA 1+18.49
EL 261.96
ST
A
2+
.8
IN
FA
N
TR
Y
D R
ST
A
+7
3.
35 B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
PROFILES
10078627-00C201_GOV.DWG
AS NOTED C201
SCALE:
C121
RETAINING WALL PROFILE - STA 0+00 TO STA 3+73
HORZ 1" = 30', VERT 1" = 5'
SCALE:
C121
ROADWAY PROFILE - NORTH LOT ACCESS
STA 19+15 TO STA 19+63
HORZ 1" = 30', VERT 1" = 5'
SCALE:
C121
ROADWAY PROFILE - ARMOR DRIVE
STA 1+18 TO STA 8+25
HORZ 1" = 30', VERT 1" = 5'
2%
4.50' 0.50'
CEMENT CONCRETE TRAFFIC CURB
3:1
6" CRUSHED SURFACING
BASE COURSE (CSBC)SUBGRADE PREPARATION
6" HOT MIX ASPHALT1% MIN
SCALE:
C121
TYPICAL GOV PARKING SECTION
NTS
SCALE:
C121
TYPICAL GOV PARKING SECTION
NTS
EXISTING 6" CRUSHED SURFACING
BASE COURSE (CSBC)
EXISTING 6" HOT MIX ASPHALT
4.50' 0.50'
CEMENT CONCRETE TRAFFIC CURB
6" CRUSHED SURFACING
BASE COURSE (CSBC)
SUBGRADE PREPARATION
6" HOT MIX ASPHALT1% MIN
FINISH GRADE
EXISTING
GRADE
0.50'RETAINING
WALL
C501
MSE
RETAINING
WALL
C201
RETAINING
WALL
PROFILE
SCALE:
C121
TYPICAL GOV PARKING SECTION
NTS
2%
6" M
IN
2%
4.50' 0.50'
CEMENT CONCRETE TRAFFIC CURB
3:1
6" CRUSHED SURFACING
BASE COURSE (CSBC)SUBGRADE PREPARATION
CONCRETE SHELTER PAD1% MIN 6" HOT MIX ASPHALT EXISTING 6" HOT MIX ASPHALT
EXISTING 6" HOT
MIX ASPHALT
6" CRUSHED SURFACING
BASE COURSE (CSBC)
6" HOT MIX ASPHALT
SUBGRADE PREPARATION
CEMENT CONCRETE TRAFFIC CURB
CONCRETE SHELTER PAD
1% MIN
1% MIN
30.00'20.00' +/-
CHAINLINK FENCE
EXISTING
GRADE
0.50'
6" M
IN
ARMOR DRIVE
1% MIN
SCALE:
C121
TYPICAL GOV PARKING SECTION
NTS
SCALE:
C121
TYPICAL GOV PARKING SECTION
NTS
X X
6" HOT MIX ASPHALT
6" CRUSHED SURFACING
BASE COURSE (CSBC)
C501
MSE
RETAINING
WALL
PROPOSED
GRADE
0.50' 1.50'
6" CRUSHED SURFACING BASE COURSE (CSBC)
SUBGRADE PREPARATION
24.00'
2:1 MAX
2%
0.50'
6" HOT MIX ASPHALT
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
1.00'
2%
2:1 MAX
6" HOT MIX ASPHALT
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
TYPICAL SECTIONS
10078627-00C301_GOV.DWG
AS NOTED C301
NEW PAVEMENT SURFACING
4.5'
CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD.
PLAN F-10.12-03 THIS SHEET
6"
GENERAL PAVEMENT NOTES:
1. CRUSHED SURFACING BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 9-03.0(3) OF THE WSDOT STANDARD SPECIFICATIONS.
2. PER GEOTECHNICAL REPORT, SUBGRADE SHOULD BE PREPARED BY SCARIFYING, MOISTURE CONDITIONING, AND RECOMPACTING A MINIMUM
OF 12 INCHES BELOW THE BOTTOM OF THE BASE COURSE.
SCALE:
C501
HOT MIX ASPHALT (HMA)
TYPE 2 PAVEMENT SECTION
NTS
6" CRUSHED SURFACING BASE COURSE (CSBC)
SEE GENERAL PAVEMENT NOTE 1
SUBGRADE PREPARATION
SEE GENERAL PAVEMENT NOTE 2
6" HOT MIX ASPHALT
SCALE:
C501
VEHICULAR CONCRETE
PAVEMENT SECTION
NTS
6" CRUSHED SURFACING BASE COURSE (CSBC)
SEE GENERAL PAVEMENT NOTE 1
SUBGRADE PREPARATION
SEE GENERAL PAVEMENT NOTE 2
8" PORTLAND CEMENT CONCRETE
SCALE:
C501
GRAVEL ROAD SECTION
NTS
SUBGRADE PREPARATION
SEE GENERAL PAVEMENT NOTE 2
20" CRUSHED SURFACING BASE COURSE (CSBC)
SEE GENERAL PAVEMENT NOTE 1
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
SCALE:
C501
MECHANICALLY STABILIZED EARTH (MSE) RETAINING WALL
NTS
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
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
6" THICK PRECAST CONCRETE
MSE WALL FACING ELEMENTS
WITH ARCHITECTURAL TREATMENT
EXISTING
GRADE
4.0' MIN
2.
0'
M
IN
SOIL REINFORCEMENT
RIBBED STEEL STRIPS
OR WELDED WIRE
(TBD BY CONTRACTOR)
BACKFILL WITH
MATERIAL MEETING
THE SPECIFICATION
REQUIREMENTS FOR
REINFORCED FILL,
COMPACT 95%
8' MIN REINFORCED ZONE
BATTER WALL FACE AS REQUIRED
BY SYSTEM SELECTED. 2% MAX
SCALE:
C501
CURB TERMINATION
NTS
TOP OF CURB
TOP OF PAVEMENT
1.0'
X X X X X X X
X X X X X X X X
3"Ø PVC WEEP HOLE W/
SCREENING AT MAX 10' OC
1.
0'
DRAINAGE LAYER PER
MANUFACTURER, DEPTH
PER FINAL WALL DESIGN
GENERAL RETAINING WALL NOTES:
1. BACKFILL OUTSIDE REINFORCED ZONE
SHALL BE COMPACTED TO 90 PERCENT OF
THE MAXIMUM DRY DENSITY AS SPECIFIED
IN THE GEOTECHNICAL REPORT.
6" M
IN
" M
IN
1'-0" MIN
FINISHED GRADE
OR PAVING
6" CRUSHED SURFACING
BASE COURSE (CSBC)
6"
SCALE:
C501
VEHICULAR CONCRETE
PAVEMENT THICKENED EDGE
NTS
8" 6"
1/4 SLAB THICKNESS
DEPTH OF
INITIAL SAWCUT
(D)
PAVEMENT
THICKNESS
(T)
3"
1/6 SLAB THICKNESS
<12" 12" - 18"
>18"
JOINT TABLE
NOTES:
1. SEALANT GEOMETRY PER SEALANT MANUFACTURER'S RECOMMENDATIONS.
2. FIELD MOLDED JOINT SEALANTS PER SPECIFICATION SECTION 32 01 19.
3. BACKER ROD SHALL BE 1/8" WIDER THAN JOINT CAVITY WIDTH.
CRACK
1/8" MIN
INITIAL SAWCUT
SEE
TABLE
(D) SEE
TABLE
1/2" - 5/8"
PCC PAVEMENT1/4" BEVEL, TYP
SILICONE JOINT SEALANT
SEE
NOTE 1
JOINT BOTTOM
SCALE:
C501
DUMMY CONTRACTION JOINT WITH SILICONE JOINT SEALANT
NTS
4" SCH 40 PERF PVC; EXTEND TO NEAREST
DAYLIGHT POINT OR CONNECT TO
INFILTRATION GALLERY (TBD BY CONTRACTOR)
SECTION
SCALE:
C501
JOINTING / SEALANT TABLE AND NOTES
NTS
T
SEE JOINT DETAIL
JOINT DETAIL
GRADE
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
CIVIL DETAILS
10078627-00C501_GOV.DWG
AS NOTED C501
SCALE:
C502
SYMBOL MARKINGS MISCELLANEOUS
STANDARD PLAN M-24.60-04
NTS
12" MIN
TYP
3" M
IN
6" M
IN
9" M
IN
CONCRETE COLLAR
WATERIGHT MANHOLE COVER OR
VAULT WITH GASKET OR O-RING SEAL
WATERIGHT, LOCKING
CAP OR COVER WELL CASING
PLAN
SCALE:
C508
AT-GRADE MONITORING WELL COVER
NTS
SECTION
UNIMPROVED PAVED
TAMPER-RESISTANT BOLTS
"ENVIRONMENTAL WELL"
OR "MONITORING WELL"
CAST OR STAMPED IN
1/2" MIN TALL LETTERS
ALTHOUGH NOT REQUIRED,
COMMON LETTERING
12" MIN
CONC
COLLAR
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
CIVIL DETAILS
10078627-00C502_GOV.DWG
AS NOTED C502
FENCE POST
#8 AWG SOLID
COPPER WIRE
'-0
1'
-0
ATTACH TO METAL
FENCE POST WITH
GROUND CLAMP
MOLDED EXOTHERMIC WELD
OR APPROVED CLAMP-TYPE
FITTING OF BRONZE
3/4" DIA COPPER-CLAD
STEEL GROUND ROD
FABRIC AREA
OPENING
INTERIOR FACE TO INTERIOR FACE (F/F)
L (NOT TO SCALE)
PROVIDE CONC FTG (*)
6"
7'
TO OPEN
5/8" LOWER
INTERIOR UPRIGHTS ONLY
TRACK / RAIL
2" SQ
UPRIGHT
2"x4" RAIL
2" SQ
STIFFENER
OVERHANG
(OMIT FABRIC)
GUIDE ROLLER ASSEMBLYTENSION ROD
3" NOMINAL
TRACK ASSEMBLY
G
OUTSIDE FACE TO OUTSIDE FACE
WELDED JOINT
XXXX
X X
2"x4" BOTTOM RAIL
(3) STRANDS OF BARBED WIRE,
EA CONSISTING OF (2) STRAND
LINE WIRE W/ 4 PT BARBS
FENCELINE
7'-0"
NOMINAL HEIGHT (H)
VARIES
OPENING (F/F)
SPACING BY MANUFACTURER
GATE POSTS (G)
BY MANUFACTURER
LENGTH (L)
3 (FABRIC) / 2 (W/O)
BAYS / OVERHANG
(*) 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. NO FOOTING WIDTH SHALL BE LESS THAN 4(X) THE POST WIDTH.
2"SQ UPRIGHT
#8 BARE COPPER
50' GROUND REEL,
ERICO, B2618B
NOTE: BARBED WIRE NOT SHOWN
ON FENCE PORTION FOR CLARITY.
LOCKABLE
LATCH
PLAN
ELEVATION
SECTION A - A
ELEVATION PLAN
BRACE
RAIL
BOLT & NUT
BRACE BAND RAIL END W/ OFFSET LUG
BRACE OR BOTTOM RAIL
TRUSS ROD
TURNBUCKLE
CORNER OR END OR GATE POST
TENSION BAR
TENSION OR FABRIC BAND
TRUSS
ROD
SCALE:
C503
PERSONNEL SECURITY FENCE GATE
NTS SCALE:
C503
TYPICAL SINGLE CANTILEVERED SLIDING GATE
NTS
GROUNDING
EXOTHERMIC WELD
EXOTHERMIC WELD FR
AM
E H
EI
G
H T
TRACK
4" MIN Ø POST (*) TYP POST TOP
2" SQ
UPRIGHT
2" SQ
UPRIGHT
TRUSS
ROD
2" SQ
UPRIGHT
TENSION ROD
CHAIN LINK FABRIC
3/4"x10' GROUND ROD
2" SQ
UPRIGHT
2" SQ
UPRIGHT
BRACE TUBE
X X
X X X X X
X X
X X
X X
TENSION WIRE
X X
X X
X X X X X X X
X X
TENSION
BAR BANDS
TENSION BAR
TENSION WIRE
10'-0" MAX
3' -0
END, CORNER, OR PULL
POST (STEEL). CORNER &
PULL POSTS TO HAVE EQUAL
BRACING ON BOTH SIDES
2"
X X X
X X X
XX
X X
X X
XX
XX
XX
ADA COMPLIANT GATE LATCH,
TO BE INSTALLED 34" - 48"
ABOVE FINISHED FLOOR
GATE HINGE WITH OPPOSING BARREL PINS
CHAIN LINK FABRIC
3'-0"
12" 9"
3' -0
9"
3/8"Ø TRUSS ROD
LINE POST
(STEEL)
3/8"Ø
TRUSS ROD
WIDTH PER PLAN
TENSION BARS BANDS
CHAIN LINK
FABRIC
WIDTH PER PLAN
TENSION BARS
SEE FOUNDATION PLAN AREA C
ON SHEET S104 AND FOUNDATION
SECTION DETAIL 5 ON SHEET
S502 FOR MORE INFORMATION
ATTACH FENCE POST TO
STRUCTURE PER SPECIFICATIONS
NOTE: ALL GATE FRAMES SHALL BE A MINIMUM OF 1.90" NOMINAL (ROUND) OR 2.00" NOMINAL
(SQUARE). GATE FRAMES SHALL BE WELDED CONSTRUCTION OR SHALL BE ASSEMBLED
USING HEAVY FITTINGS. AT CONSTRACTOR'S OPTION, A WELDED HORIZONTAL BRACE MAY
BE USED IN LIEU OF TRUSS RODS TO BRACE ALL WELDED GATE FRAMES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION OF ALL GATES SUPPLIED.
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
XXXX
XXXX
XXXX
X X X
XXXX XXXX XXXX
X X X XX X X X
DIRECTION OF GATE SWING, TYPGATE FRAME
CHAIN-LINK FABRIC
3 VERTICAL STRANDS
OF BARBED-WIRE
3 STRANDS OF
BARBED-WIRE
SCALE:
C503
DOUBLE SWING VEHICULAR GATE WITH BARBED WIRE
NTS
20' GATE OPENING
PLAN
2" M
IN
5"
M
AX
SEE FOUNDATION
PLAN AREA E ON
SHEET S106 AND
FOUNDATION SECTION
DETAIL 5 ON
SHEET S502 FOR
MORE INFORMATION
ATTACH FENCE
POST TO
STRUCTURE PER
SPECIFICATIONS
GATE LEAF GATE LEAF
DROP ROD ASSEMBLY
GATE FRAME
3/8"Ø TRUSS RODS, TYP
LATCH ASSEMBLY
3 STRANDS
OF BARBED-WIRE
ELEVATION
CHAIN LINK FABRIC
HINGE
BRACE RAIL, TYP
GRADE LINE
16"
MIN
2' -1
0" 6"
LINE
POST
4" DIA GATE
POST, TYP
3 STRANDS
OF BARBED-WIRE
TRUSS
ROD, TYP
BOTTOM TENSION
WIRE OR RAIL
TOP TENSION WIRE OR RAIL
FE
N
C E
FA
BR
IC
1'
-0
GATE KEEPERDROP ROD FOUNDATION
6"
10"
2' -0
1"
1/2" DIA
DROP ROD
PAVED
SURFACE
1" ID STEEL PIPE
6"
PC CONC
SAND/GRAVEL
(TO HOLD GATE OPEN)
A
A
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
CIVIL DETAILS
10078627-00C503_GOV.DWG
AS NOTED C503
1'-4"
3' -4
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 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
10'-0" MAX., ALL POST SPACING
3' -6
4"
4" 4"
3" C
LR
TY
P
3/8"Ø TRUSS ROD &
TURNBUCKLE, TYP
1-1/4"Ø
BRACE RAIL
END POST OR
CORNER POST
LINE POST LINE POST LINE POST BRACE POST LINE POST
1-1/4"Ø TOP RAIL
7 GA. TENSION WIRE
(TOP & BOTTOM)
2" MAX. GROUND CLEARANCE
FROM FIRM SOIL OR ASPHALT,
GROUND ELEVATION VARIES
11 GA. WIRE
FASTENERS @ 18" OC
9 GA. HOG RINGS
(TOP & BOTTOM) @ 24" OC
BARBED WIRE TOP
TENSION BAND
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
45°
4" 4"
4"
3/ 4"
PLACE BARBED WIRE ON
TOP OF CHAIN LINK FENCE
3/8" X 3/4" SLOTS
5/16" X 1-1/4"
BUTTON HEAD BOLT
CONSTRUCTION MAY
BE ONE OR TWO PIECES
ARM SHALL SUPPORT
200 LB. TEST LOAD
1-3/4" ID FOR
ROUND RAIL
SHAPE OF OUTRIGGER
1/4" BAR
OR
12 GAGE FOLD
1'-4"
3" C
LR
TY
P
8"
20'-0" LINE BRACE
3' -4
CONCRETE FOOTING
FOR END POST
EXISTING GRADE
12"
3" C
LR
TY
P
POST TOP DETAIL 2
SCALE:
C504
CHAIN LINK FENCE
NTS
SCALE:
C504
POST TOP
NTS
3/8"Ø TRUSS ROD &
TURNBUCKLE, TYP
1-1/4"Ø
BRACE RAIL
CONCRETE FOOTING FOR LINE
POST IN PERMANENT FENCE
CONCRETE FOOTING
FOR LINE BRACE POST
3' -4
7' -0
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
CIVIL DETAILS
10078627-00C504_GOV.DWG
AS NOTED C504
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
CIVIL DETAILS
10078627-00C505_GOV.DWG
AS NOTED C505
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
CAMP MURRAY
ASOG FACILITY
DATE
C
D
A
1 3 4 5 6 7 8
CHRIS MANZ
10078627
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
J. BRANDT
C. GIPSON
D. HOGAN
M. OSSANNA
T. PRICE
J. CAMPBELL
M. ADKISON07/30/2026 ISSUED FOR GOVERNMENT REVIEW
CIVIL DETAILS
10078627-00C506_GOV.DWG
AS NOTED C506
STRUCTURAL NOTES
APPLICABLE CODES AND STANDARDS:
1. INTERNATIONAL BUILDING CODE 2015.
2. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI-318-14.
3. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ASCE 7-10.
4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC.
5. STEEL DECK INSTITUTE SPECIFICATIONS AND LOAD TABLES.
6. AISI SPECIFICATION FOR DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS.
7. STEEL JOISTS INSTITUTE, STANDARD SPECIFICATIONS, LOAD TABLES, AND WEIGHT TABLES
FOR STEEL JOISTS AND JOIST GIRDERS.
8. AMERICAN WELDING SOCIETY (AWS) D1.1, D1.3, D1.4.
9. ASTM MATERIAL STANDARDS AS NOTED.
10. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES ACI
530-13 AND ACI 530.1-13.
11. UFC 1-200-01 GENERAL BUILDING REQUIREMENTS (JUNE 2016 W/ CHANGE 2 NOV 2018).
12. UFC 3-301-01 STRUCTURAL ENGINEERING (JUNE 2013, W/ CHANGE 4 NOV 2018).
13. UFC 3-310-04 SEISMIC DESIGN FOR BUILDINGS (JUNE 2013, W/ CHANGE 1 JUNE 2016).
14. UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS (DEC 2018).
EXISTING CONDITIONS:
1. NOTIFY CONTRACTING OFFICER IMMEDIATELY IF EXISTING CONDITIONS DO NOT MATCH,
OR SEEM IN CONFLICT WITH INFORMATION SHOWN ON THE…
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