Attachment 4 - Construct Infantry Dr to B116 Drawings - 30-July-2026.pdf

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_B116.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

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

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

LOC LOC LOC LOC

LOCLOCLOC

LOC

LOC

LOC

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LOC

LO

C

LO

C

LO

C

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

GENERAL NOTES

KEY NOTES

3030 0 60

SCALE IN FEET

OVERALL EXISTING CONDITIONS

AND DEMOLITION PLAN

10078627-00X100_B116.DWG

1" = 30' X100

N 3°

'1

2" E

.1 0'

N 3°

'1

2" E

.3 1' N90°00'00"W 90.00'

N89°42'58"E 348.09'

LOC LOC LOC LOC

LO

C

LOCLOCLOCLOCLOC

INFANTRY DRIVE

BLDG 116

AR

M

O R

D R

IV

E

CAUTION: EXISTING

SEWER LINE TO REMAIN 1

1 CAUTION: EXISTING

SEWER LINE TO REMAIN

TP-02

TP-01

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. SEWER MANHOLE AND SEWER MAIN TO REMAIN.

CONTRACTOR SHALL PROTECT ALL ELEMENTS

DURING DEMOLITION AND CONSTRUCTION

2. REMOVE 6 INCHES OF CRUSHED SURFACING

BASE COURSE

3. EXISTING TREE TO REMAIN, PROTECT IN PLACE.

SEE HIGH VISIBILITY FENCE WSDOT STD. PLAN

I-10.10-01 PER DETAIL 3 ON SHEET C505

4. REMOVE GRAVEL SURFACING AS PART OF

CLEARING AND GRUBBING

5. REMOVE EXISTING VEHICLE GATE AND FENCING

TO FIRST POLE; REPLACE POLE WITH END POST

6. EXISTING SIGN AND POST TO REMAIN, PROTECT

IN PLACE

7. SAWCUT AND REMOVE 2 FT OF ASPHALT

PAVEMENT AS PART OF CLEARING AND

GRUBBING

8. REMOVE EXISTING TREE AS PART OF CLEARING

AND GRUBBING

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

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T X1

GENERAL NOTES

KEY NOTES

3030 0 60

SCALE IN FEET

EXISTING CONDITIONS

AND DEMOLITION PLAN

10078627-00X102_B116.DWG

1" = 30' X102

N63°06'36"W 980.00'

LOC LOC LOC

LOC

LOC

LOC

LOCLOC

LOC

LOC

LOC

LOC

LO

C

LOC

LO

C

LO

C

LO

C

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LOC

LOC

LOC LOC

LO

C

LO

C

LO

C

LO

C

LOC

SHORELINE

AMERICAN

LAKE

BLDG 112

1 CAUTION:

EXISTING

SEWER LINE

TO REMAIN

CAUTION: EXISTING

SEWER LINE TO REMAIN 1

41ST DIVISION WAY

TP-10

TP-07

AB-02

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. SEWER MANHOLE AND SEWER MAIN TO REMAIN.

CONTRACTOR SHALL PROTECT ALL ELEMENTS

DURING DEMOLITION AND CONSTRUCTION

2. REMOVE 6 INCHES OF CRUSHED SURFACING

BASE COURSE

3. EXISTING TREE TO REMAIN, PROTECT IN PLACE.

SEE HIGH VISIBILITY FENCE WSDOT STD. PLAN

I-10.10-01 PER DETAIL 3 ON SHEET C505

4. REMOVE GRAVEL SURFACING AS PART OF

CLEARING AND GRUBBING

5. REMOVE EXISTING VEHICLE GATE AND FENCING

TO FIRST POLE; REPLACE POLE WITH END POST

6. EXISTING SIGN AND POST TO REMAIN, PROTECT

IN PLACE

7. SAWCUT AND REMOVE 2 FT OF ASPHALT

PAVEMENT AS PART OF CLEARING AND

GRUBBING

8. REMOVE EXISTING TREE AS PART OF CLEARING

AND GRUBBING

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

EXISTING CONDITIONS

AND DEMOLITION PLAN

10078627-00X103_B116.DWG

1" = 30' X103

GENERAL NOTES

KEY NOTES

3030 0 60

SCALE IN FEET

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T X1

NOTES

1. BORING LOCATIONS ARE SHOWN ON SHEETS

X100, X102, AND X103.

BORING LOGS

10078627-00B001_B116.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

X100, X102, AND X103.

BORING LOGS

10078627-00B002_BB16.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

X100, X102, AND X103.

BORING LOGS

10078627-00B003_B116.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

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

PC: 17+30.42

PT: 17+40.61

C32

L45C44

PROJECT CONTROL

AHBL #120 REBAR & CAP

N657225.77, E1124513.85, EL 262.32

0'

S H

O R

EL

IN

E

BU

FF

ER

L

IN

E

' F

EN

CE

BU

FF

ER

L

IN

E

41ST DIVISION WAY

ALIGNMENT: BUILDING WEST ACCESS

PC: 23+02.69

PC: 17+92.47

PT: 24+46.88

PT: 21+96.39

L41

L43

C42

EOA 18+80.75

N657037.48 E1124125.81

BOA 17+00.00

N656856.90 E1124129.42

+0

L31

EOA: 27+22.89

N656865.98 E1124563.40

BOA 17+00.00

N656477.96 E1123807.76

+0

+0

+0

21+00

22+00 23+00 24+00 25+00 26+00 27+00

PROJECT CONTROL

AHBL #121 REBAR & CAP

N656864.42, E1124498.50, EL 261.29

SITE FENCING

SITE FENCING

EOA 18+80.75

N657037.48 E1124125.81

BOA 17+00.00

N656856.90 E1124129.42

+0

ALIGNMENT: ACCESS ROAD (INFANTRY DR)

PROJECT CONTROL

AHBL #121 REBAR & CAP

N656864.42, E1124498.50, EL 261.29

AR

M

O R

D R

IV

E

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

ACCESS ROAD (INFANTRY DR)

NUMBER

L41

C42

L43

C44

L45

START STA.

17+00.00

17+92.47

21+96.39

23+02.69

24+46.88

LENGTH

92.47'

403.91'

106.30'

144.20'

276.01'

RADIUS

262.05'

1488.00'

DELTA

88°18'50"

5°33'10"

BEARING

N03°51'58"W

N84°26'52"E

N90°00'00"E

END STA.

17+92.47

21+96.39

23+02.69

24+46.88

27+22.89

BUILDING WEST ACCESS

NUMBER

L31

C32

START STA.

17+00.00

17+30.42

LENGTH

30.42'

10.18'

RADIUS

100.00'

DELTA

5°50'10"

BEARING

N05°50'08"W

END STA.

17+30.42

17+40.61

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_B116.DWG

1" = 60' C001

PROJECT CONTROL INFORMATION

ROADWAY ALIGNMENT TABLES

INFANTRY DRIVE

A R

M O

R D

R

IV

E

AR

M

OR

D

RI

VE

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)

MH

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

FH

CB DIV

CB

CB

CB

CB

CB

CB

MH

FH

CB

41ST DIVISION WAY

1. SEE SHEET C001, ROADWAY ALIGNMENTS PLAN,

FOR ROADWAY ALIGNMENT TABLES AND

CONTROL.

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

C. STATSER

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

10078627-00C100_B116.DWG

1" = 60' C100

GENERAL NOTES

KEY NOTES

BLDG 116

AIR SUPPORT OPERATIONS CENTER

ALIGNMENT: ARMOR DRIVE

STA 26+33.96

0+00 1+00

2+00

3+

CB

CB

LP MH

INFANTRY DRIVE

BLDG 116

AIR SUPPORT OPERATIONS CENTER

MH

MH

R 1476.0'

FO

C

21 21

6 6

25092508

25102507

250025012502

.5

ALIGNMENT:

ACCESS ROAD

*NOT ALL NOTES ARE USED ON ALL SHEETS

1. PLACE 6 INCHES OF ASPHALT CONCRETE

PAVEMENT. SEE 32 11 23 FOR COMPACTION

REQUIREMENTS OF EXISTING BASE COURSE

PRIOR TO PLACING ASPHALT CONCRETE PER

DETAIL 1 ON SHEET C501

2. CEMENT CONCRETE TRAFFIC CURB PER DETAIL 2

ON SHEET C501

3. ASPHALT CONCRETE BARRIER CURB PER PIERCE

COUNTY STD. DRAWING PC.F8.1 ON SHEET C502

4. CEMENT CONCRETE CURB AND GUTTER PAN PER

WSDOT STD. PLAN F-10.16-00 ON SHEET C501

5. ASPHALT SPEED TABLE PER DETAIL 4 ON SHEET

6. 18 INCH ASPHALT SHOULDER

7. STANDARD MONUMENT PER PIERCE COUNTY STD.

DWG PC.H1 ON SHEET C502

8. SPEED HUMP PER PIERCE COUNTY STD. DWGS

PC.H4.1 AND PC.H4.2 ON SHEET C502

9. CEMENT CONCRETE SIDEWALK PER WSDOT STD.

PLAN ON SHEET C501

10. CURB TERMINATION PER DETAIL 4 ON SHEET C501

11. GRAVEL SURFACING PER DETAIL 5 ON SHEET C501

1. SEE SHEET C001 ROADWAY ALIGNMENTS PLAN

FOR ROADWAY ALIGNMENT TABLES AND

CONTROL.

2. SEE SHEETS C140, C142, AND C143 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

656853.98

656853.98

656853.98

656853.98

656877.98

656886.98

656878.48

656878.48

656886.98

656877.98

656877.98

656865.98

EASTING

1124474.20

1124359.88

1124337.88

1124287.39

1124337.88

1124340.88

1124345.88

1124351.88

1124356.88

1124359.88

1124474.77

1124513.86

DESC.

ENDAC BOC

BEG AC BOC/END HUMP

BEG AC BOC/BEG HUMP

AC BOC PC

END CURB/BEG HUMP

SWLK

SWLK

SWLK

END SWLK

BEG CURB/END HUMP

END CG

MONUMENT

TABLE DESCRIPTIONS

AP ANGLE POINT

FOC FACE OF CURB

HMA HOT MIX ASPHALT

PC POINT OF CURVATURE

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

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

SITE LAYOUT PLAN

10078627-00C102_B116.DWG

1" = 30' C102

0'

SH

OR

EL

IN

E

BU

FF

ER

L

IN

E

HIGH WATER MARK

(OBSERVED 2/8/2019)

SHORELINE

41ST DIVISION WAY

AMERICAN

LAKE

AIR SUPPORT

OPERATIONS CENTER

BLDG 112

ALIGNMENT: ACCESS ROAD

ALIGNMENT: BUILDING

WEST ACCESS

ALIGNMENT: BUILDING WEST ACCESS

STA 17+40.99

24.5'

12.0'

24.0'

24.0'

LP

17+00

+0

+0

+0

21+00

22+00

23+00 24+00

R 1476.0'

FO

C

R25.0'

FOC

STA

22+53.42

R25.0' R25

.0'

STA 17+38.78

17+00

+0

R4.7'

3125 3126

R5.3'R4.5' R10.0'

R15.0'

35128

*NOT ALL NOTES ARE USED ON ALL SHEETS

1. PLACE 6 INCHES OF ASPHALT CONCRETE

PAVEMENT. SEE 32 11 23 FOR COMPACTION

REQUIREMENTS OF EXISTING BASE COURSE

PRIOR TO PLACING ASPHALT CONCRETE PER

DETAIL 1 ON SHEET C501

2. CEMENT CONCRETE TRAFFIC CURB PER DETAIL 2

ON SHEET C501

3. ASPHALT CONCRETE BARRIER CURB PER PIERCE

COUNTY STD. DRAWING PC.F8.1 ON SHEET C502

4. CEMENT CONCRETE CURB AND GUTTER PAN PER

WSDOT STD. PLAN F-10.16-00 ON SHEET C501

5. ASPHALT SPEED TABLE PER DETAIL 4 ON SHEET

6. 18 INCH ASPHALT SHOULDER

7. STANDARD MONUMENT PER PIERCE COUNTY STD.

DWG PC.H1 ON SHEET C502

8. SPEED HUMP PER PIERCE COUNTY STD. DWGS

PC.H4.1 AND PC.H4.2 ON SHEET C502

9. CEMENT CONCRETE SIDEWALK PER WSDOT STD.

PLAN ON SHEET C501

10. CURB TERMINATION PER DETAIL 4 ON SHEET C501

11. GRAVEL SURFACING PER DETAIL 5 ON SHEET C501

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

656866.18

656864.09

656862.74

656860.17

656864.31

656878.42

656885.01

656878.18

656859.80

656847.88

656871.60

656827.67

656832.10

656831.17

656824.93

656817.45

656817.83

656822.76

656832.21

656837.47

656827.51

656832.90

656838.85

656840.21

656559.84

656514.98

656518.21

656520.04

656520.04

656578.20

656578.20

656751.47

656751.47

656738.90

656738.90

656725.68

656725.68

656737.14

656737.14

EASTING

1124093.23

1124071.81

1124057.88

1124031.86

1124015.01

1124004.91

1124029.02

1123992.54

1123990.46

1123976.32

1123968.42

1124010.05

1124009.24

1124018.52

1124025.46

1124012.46

1124029.54

1124038.11

1124038.09

1124045.95

1124046.92

1124045.59

1124060.20

1124074.13

1123790.37

1123794.86

1123814.79

1123813.59

1123813.59

1123813.12

1123813.12

1123843.10

1123843.10

1123834.29

1123834.29

1123854.31

1123854.31

1123862.35

1123862.35

DESC.

BEG FOC

END HUMP

BEG HUMP

GVL PRC

GVL MP

GVL AP

RAD PNT

GVL AP

GVL MP

GVL PRC

RAD PNT

RAD PNT

GVL PCC

GVL MP

GVL PC

RAD PNT

GVL AP

GVL AP

GVL MP

GVL PC

RAD PNT

RAD PNT

BEG HUMP

END HUMP

HMA PT

HMA AP

HMA AP

HMA AP

HMA AP

HMA PC

HMA PC

END HUMP

END HUMP

BEG HUMP

BEG HUMP

BEG HUMP

BEG HUMP

END HUMP

END HUMP

TABLE DESCRIPTIONS

AP ANGLE POINT

GVL GRAVEL

HMA HOT MIX ASPHALT

MP MIDPOINT

PC POINT OF CURVATURE

PCC POINT OF

CONTINUOUS CURVATURE

PNT POINT

PRC POINT OF REVERSE

CURVATURE

PT POINT OF TANGENCY

RAD RADIUS

SITE LAYOUT POINT TABLE

NO.

NORTHING

656872.80

656897.72

656891.06

656891.06

656874.26

656857.63

656847.06

656852.25

656521.55

EASTING

1124162.88

1124115.81

1124115.81

1124090.81

1124109.32

1124129.34

1124144.58

1124215.90

1123804.81

DESC.

END FOC

BEGIN CG

CG PC

RAD PNT

CG MP

AC BOC PC

AC BOC PC

AC BOC MP

MONUMENT

SITE LAYOUT PLAN

10078627-00C103_B116.DWG

1" = 30' C103

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

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

FH

CO

S

S

S

S

FDC

HH

HH

HH HH

CB

MH

S

CB

CB

MH

HH HH

E

LP

LP

LP

MH

E

MH

LP

LP

LP

HH

HH

CB

LP

FH

HH

HH

MH

HH

HH

HH

CO

AS

T

AR

TI

LL

ER

Y

RO

AD

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

T

INFANTRY DRIVE

A R

M O

R D

R

IV

E

AR

M

OR

D

RI

VE

LOC LOC LOC LOC

LOCLOCLOC

LOC

LOC

LOC

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LOC

LO

C

LO

C

LO

C

0'

S H

O R

EL

IN

E

BU

FF

ER

L

IN

E

50' FENCE

BUFFER LINE

C111

C112C113

41ST DIVISION WAY

QUARTERMASTER ROAD

AMERICAN

LAKE

INFANTRY DRIVE

AIR SUPPORT

OPERATIONS CENTER

6060 0 120

SCALE IN FEET

OVERALL EROSION CONTROL PLAN

10078627-00C110_B116.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

0+001+002+00

LOC LOC LOC LOC

LO

C

LOCLOCLOCLOCLOC

AIR SUPPORT OPERATIONS CENTER

258 259 260

FH

CO

S

S

S

HH

HH HH

CB

CB

MH

HH

LP

LP

E

MH

LP

LP

HH

MH

INFANTRY DRIVE

BLDG 116

AIR SUPPORT OPERATIONS CENTER

AR

M

O R

D R

IV

E

SF

SF

SF

*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 HIGH VISIBILITY FENCE PER WSDOT STD.

PLAN I-10.10-01 ON SHEET C505

4. INSTALL SILT FENCE PER PIERCE COUNTY

EROSION AND SEDIMENT CONTROL PLAN DETAIL

8.0 ON SHEET C504

5. INSTALL CONCRETE WASHOUT AREA PER DEPT.

OF ECOLOGY FIG. II-4.1.7b ON SHEET C504

6. INSTALL CHECK DAMS ON CHANNELS PER WSDOT

STD. PLAN 1-50.20-01 ON SHEET C505

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.

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

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

EROSION CONTROL PLAN

10078627-00C112_B116.DWG

1" = 30' C112

SH

OR

EL

IN

E

BU

FF

ER

L

IN

E

HIGH WATER MARK

(OBSERVED 2/8/2019)

FH

S

S

MH

S

HH

LP

HH

CB

LP

HH

AMERICAN

LAKE

BLDG 112

SHORELINE

41ST DIVISION WAY

AIR SUPPORT

OPERATIONS CENTER

TYP

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

4 2

AIR SUPPORT

OPERATIONS CENTER

SHORELINE

41ST DIVISION WAY

*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 HIGH VISIBILITY FENCE PER WSDOT STD.

PLAN I-10.10-01 ON SHEET C505

4. INSTALL SILT FENCE PER PIERCE COUNTY

EROSION AND SEDIMENT CONTROL PLAN DETAIL

8.0 ON SHEET C504

5. INSTALL CONCRETE WASHOUT AREA PER DEPT.

OF ECOLOGY FIG. II-4.1.7b ON SHEET C504

6. INSTALL CHECK DAMS ON CHANNELS PER WSDOT

STD. PLAN 1-50.20-01 ON SHEET C505

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.

EROSION CONTROL PLAN

10078627-00C113-B116.DWG

1" = 30' C113

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

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

A R

M O

R D

R

IV

E

AR

M

OR

D

RI

VE

FH

FH

FH

CO

S

MH

S

S

S MH

MH

MH

FDC

HH

HH

HH HH

CB

MH

S

CB

CB

MH

HH HH

E

LP

MH

MH

E

MH

LP

LP

LP

HH

CB

FH

HH

HH

MH

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

C123 C122

CB 11 CB 10

CB-7 CB 14 CB 13 CB 12 MH-1

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_B116.DWG

1" = 60' C120

W W W W W WSS

CO

G G

G G

W W

S

S

S

HH

HH HH

R D

RD RD

UGC UGC UGC

U G

C

RD RD RD

HH U

G

E U

G E

FD FD FD

FD

FD

FD FD FD FD

FD

FD

UGEE

MH

HH

W

W W

W

W W W W W WSS

CO

G G

G G

W W

S

S

S

HH

HH HH

R D

RD RD

UGC UGC UGC

U G

C

RD RD RD

HH U

G

E U

G E

FD FD FD

FD

FD

FD FD FD FD

FD

FD

UGEE

MH

HH

W

W W

W

C

BLDG 116

INFANTRY DRIVE

AIR SUPPORT

OPERATIONS CENTER

FFE 261.00

27+2325+00 26+00

27+00

CO

FH

LP

MH

LP

LP

LP

CB

CB

MATCH EXST TOA

AR

M

O R

D R

IV

E

CB-6

MH-1

CB-5

CB 12

7 LF 12" CPEP @ 0.50%113 LF 12" CPEP @ 1.14%

119 LF 12" CPEP @ 1.00%

260259

*NOT ALL NOTES ARE USED ON ALL SHEETS

1. BEVEL PIPE ENDS TO CONFORM TO SLOPE PER

WSDOT STD. PLAN B-70.20-00 ON SHEET C504

2. PROVIDE RIP RAP AT PIPE ENDS, D50 = 4-INCH,

1 FT THICK, 2 FT IN ALL DIRECTIONS FROM INVERT

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

*NOT ALL NOTES ARE USED ON ALL SHEETS

1. BEVEL PIPE ENDS TO CONFORM TO SLOPE PER

WSDOT STD. PLAN B-70.20-00 ON SHEET C504

2. PROVIDE RIP RAP AT PIPE ENDS, D50 = 4-INCH,

1 FT THICK, 2 FT IN ALL DIRECTIONS FROM INVERT

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

STRUCTURE TABLE

NAME

CB-5

CB-6

CB-7

CB 10

CB 11

CB 12

CB 13

CB 14

MH-1

STF-2

COORDINATES

N = 656877.42 E = 1124481.46

N = 656855.13 E = 1124480.71

N = 656883.31 E = 1124115.36

N = 656837.66 E = 1124095.52

N = 656832.87 E = 1124045.62

N = 656882.48 E = 1124363.39

N = 656882.08 E = 1124244.12

N = 656877.40 E = 1124162.17

N = 656882.45 E = 1124476.04

N = 656882.77 E = 1124143.96

DETAILS

RIM = 260.72

SUMP = 256.62

INV IN S (12")= 258.62

INV OUT NW (12")= 258.62

RIM = 260.99

SUMP = 256.73

INV OUT N (12")= 258.73

RIM = 258.25

SUMP = 250.26

INV IN SW (15")= 252.26

INV OUT E (15")= 252.26

RIM = 255.43

SUMP = 252.76

INV IN W (12")= 252.76

INV OUT NE (15")= 252.76

RIM = 255.66

SUMP = 253.26

INV IN W (12")= 253.26

INV OUT E (12")= 253.26

RIM = 259.50

SUMP = 255.69

INV IN E (12")= 257.30

INV OUT W (12")= 257.30

RIM = 258.24

SUMP = 254.11

INV IN E (12")= 256.11

INV OUT W (12")= 256.11

RIM = 256.46

SUMP = 253.29

INV IN E (12")= 255.29

INV OUT W (12")= 255.29

RIM = 260.75

SUMP = 258.58

INV IN SE (12")= 258.58

INV OUT W (12")= 258.58

RIM = 257.08

SUMP = 247.67

INV IN E (12")= 254.91

INV IN W (15")= 251.97

INV OUT N (18")= 249.67

1. SEE SHEET C001, ROADWAY ALIGNMENTS PLAN,

FOR ROADWAY ALIGNMENT TABLES AND

CONTROL.

2. SEE SHEET C201 FOR RETAINING WALL PROFILE.

3. SEE SHEET C221 FOR ROADWAY PROFILES.

4. INSTALL TYPE 1 CATCH BASINS PER WSDOT STD.

PLAN B-5.20-02 ON SHEET C504.

5. INSTALL TYPE 1 MANHOLE PER WSDOT STD. PLAN

B-15.20-01 ON SHEET C506.

6. ALL DISTURBED AREAS TO BE SEEDED PER

LANDSCAPE PLANS AND SPECIFICATIONS.

1. SEE SHEET C001, ROADWAY ALIGNMENTS PLAN,

FOR ROADWAY ALIGNMENT TABLES AND

CONTROL.

2. SEE SHEET C201 FOR RETAINING WALL PROFILE.

3. SEE SHEET C221 FOR ROADWAY PROFILES.

4. INSTALL TYPE 1 CATCH BASINS PER WSDOT STD.

PLAN B-5.20-02 ON SHEET C504.

5. INSTALL TYPE 1 MANHOLE PER WSDOT STD. PLAN

B-15.20-01 ON SHEET C506.

6. ALL DISTURBED AREAS TO BE SEEDED PER

LANDSCAPE PLANS AND SPECIFICATIONS.

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

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

GRADING AND DRAINAGE PLAN

10078627-00C122_B116.DWG

1" = 30' C122

SH

OR

EL

IN

E

BU

FF

ER

L

IN

E

HIGH WATER MARK

(OBSERVED 2/8/2019)

W W

W

W W W SS

S

S

RD RD

R D

R D

R D

RD

S

HH

FD

FD

FD

FD

FD

FD FD FD

HH

HH

W W

W

W W W SS

S

S

RD RD

R D

R D

R D

RD

S

HH

FD

FD

FD

FD

FD

FD FD FD

HH

HH

14C301

C

SHORELINE

AMERICAN

LAKE

BLDG 112

AIR SUPPORT

OPERATIONS CENTER

41ST DIVISION WAY

FFE 261.00

ADJUST

MANHOLE

RIM EL 255.87

BTDT IE 253.17

N:656827.69 E:1124010.00

STA 17+39 - STA 18+00

WIDTH TRANSITION

23+00 24+00

17+00

+0

+0

20+00

21+00

22+00

FH

MH

MH

LP

LP

LP

LP

MH

MH

CB

LP

LP

MATCH EXST TOGV 254.34

MATCH EXST TOGV 254.11

1 2

MATCH EXST

TOGV 252.72

MATCH EXST

TOGV 252.35

TOA 266.95

TOA 266.56

BTDT 266.01

BTDT 266.64

BTDT 269.43

MATCH EXST

TOGV 271.76

MATCH EXST

TOA 270.74

8 LF 18" CPEP @ 1.00%

29 LF 15" CPEP @ 1.00%

50 LF 15" CPEP @ 1.00%

36 LF 12" CPEP @ 2.53%

50 LF 12" CPEP @ 1.00%

82 LF 12" CPEP @ 1.00%

19 LF 12" CPEP @ 2.00%

255254 256 257

CB-7

CB 13CB 14

STF-2

CB 11

CB 10

*NOT ALL NOTES ARE USED ON ALL SHEETS

1. BEVEL PIPE ENDS TO CONFORM TO SLOPE PER

WSDOT STD. PLAN B-70.20-00 ON SHEET C504

2. PROVIDE RIP RAP AT PIPE ENDS, D50 = 4-INCH,

1 FT THICK, 2 FT IN ALL DIRECTIONS FROM INVERT

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

*NOT ALL NOTES ARE USED ON ALL SHEETS

1. BEVEL PIPE ENDS TO CONFORM TO SLOPE PER

WSDOT STD. PLAN B-70.20-00 ON SHEET C504

2. PROVIDE RIP RAP AT PIPE ENDS, D50 = 4-INCH,

1 FT THICK, 2 FT IN ALL DIRECTIONS FROM INVERT

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

1. SEE SHEET C001, ROADWAY ALIGNMENTS PLAN,

FOR ROADWAY ALIGNMENT TABLES AND

CONTROL.

2. SEE SHEET C201 FOR RETAINING WALL PROFILE.

3. SEE SHEET C221 FOR ROADWAY PROFILES.

4. INSTALL TYPE 1 CATCH BASINS PER WSDOT STD.

PLAN B-5.20-02 ON SHEET C504.

5. INSTALL TYPE 1 MANHOLE PER WSDOT STD. PLAN

B-15.20-01 ON SHEET C506.

6. ALL DISTURBED AREAS TO BE SEEDED PER

LANDSCAPE PLANS AND SPECIFICATIONS.

1. SEE SHEET C001, ROADWAY ALIGNMENTS PLAN,

FOR ROADWAY ALIGNMENT TABLES AND

CONTROL.

2. SEE SHEET C201 FOR RETAINING WALL PROFILE.

3. SEE SHEET C221 FOR ROADWAY PROFILES.

4. INSTALL TYPE 1 CATCH BASINS PER WSDOT STD.

PLAN B-5.20-02 ON SHEET C504.

5. INSTALL TYPE 1 MANHOLE PER WSDOT STD. PLAN

B-15.20-01 ON SHEET C506.

6. ALL DISTURBED AREAS TO BE SEEDED PER

LANDSCAPE PLANS AND SPECIFICATIONS.

STRUCTURE TABLE

NAME

CB-5

CB-6

CB-7

CB 10

CB 11

CB 12

CB 13

CB 14

MH-1

STF-2

COORDINATES

N = 656877.42 E = 1124481.46

N = 656855.13 E = 1124480.71

N = 656883.31 E = 1124115.36

N = 656837.66 E = 1124095.52

N = 656832.87 E = 1124045.62

N = 656882.48 E = 1124363.39

N = 656882.08 E = 1124244.12

N = 656877.40 E = 1124162.17

N = 656882.45 E = 1124476.04

N = 656882.77 E = 1124143.96

DETAILS

RIM = 260.72

SUMP = 256.62

INV IN S (12")= 258.62

INV OUT NW (12")= 258.62

RIM = 260.99

SUMP = 256.73

INV OUT N (12")= 258.73

RIM = 258.25

SUMP = 250.26

INV IN SW (15")= 252.26

INV OUT E (15")= 252.26

RIM = 255.43

SUMP = 252.76

INV IN W (12")= 252.76

INV OUT NE (15")= 252.76

RIM = 255.66

SUMP = 253.26

INV IN W (12")= 253.26

INV OUT E (12")= 253.26

RIM = 259.50

SUMP = 255.69

INV IN E (12")= 257.30

INV OUT W (12")= 257.30

RIM = 258.24

SUMP = 254.11

INV IN E (12")= 256.11

INV OUT W (12")= 256.11

RIM = 256.46

SUMP = 253.29

INV IN E (12")= 255.29

INV OUT W (12")= 255.29

RIM = 260.75

SUMP = 258.58

INV IN SE (12")= 258.58

INV OUT W (12")= 258.58

RIM = 257.08

SUMP = 247.67

INV IN E (12")= 254.91

INV IN W (15")= 251.97

INV OUT N (18")= 249.67

GRADING AND DRAINAGE PLAN

10078627-00C123_B116.DWG

1" = 30' C123

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

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

A R

M O

R D

R

IV

E

AR

M

OR

D

RI

VE

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)

0+001+002+003+00 4+004+14

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

MH

DIV

CB

CB

CB

S

CB

CB

MH

UGC

HH HH

U G

E

E

LP

LP

MH

MH

E

MH

CB

HH

LP

LP

LP

LP

LP

W

W W

W

HH

HH

CB

CB

CB

MH

UGE

HH

HH

W

6060 0 120

SCALE IN FEET

OVERALL UTILITY PLAN

10078627-00C130_B116.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

LOC LOC LOC LOC

LO

C

LOCLOCLOCLOCLOC

W W W W W WSS

FH

CO

G G

G G

W W

S

S

S

HH

HH HH

R D

RD RD

MH

CB

CB

MH

UGC UGC UGC

U G

C

RD RD RD

HH U

G

E U

G E

LP

LP

FD FD FD

FD

FD

FD FD FD FD

FD

FD

UGEE

MH

LP

LP

HH

MH

W

W W

W

INFANTRY DRIVE

ELECTRIC SHOWN FOR REFERENCE ONLY,

SEE ELECTRICAL PLANS FOR DESIGN, TYP

1 COORDINATE LOCATION WITH

FUTURE PARKING LOT PROJECT

*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.

UTILITY PLAN

10078627-00C132_B116.DWG

1" = 30' C132

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

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

SH

OR

EL

IN

E

BU

FF

ER

L

IN

E

HIGH WATER MARK

(OBSERVED 2/8/2019)

W W

W

W W W SS

FH

S

S MH

MH

RD RD

R D

R D

R D

RD

MH

S

HH

LP

FD

FD

FD

FD

FD

FD FD FD

MH

LP

LP

LP

LP

HH

CB

LP

HH

SHORELINE

41ST DIVISION WAY

AMERICAN

LAKE

BLDG 112

N 656731.29 E 1123826.51

N 656820.76 E 1123913.81

N 656862.65 E 1124031.58

N 656612.53 E 1123787.53

ELECTRIC SHOWN FOR REFERENCE ONLY,

SEE ELECTRICAL PLANS FOR DESIGN, TYP

N 656876.14 E 1124154.44

N 656918.20 E 1124113.31

*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.

UTILITY PLAN

10078627-00C133_B116.DWG

1" = 30' C133

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

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

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

LOC LOC LOC LOC

LOCLOCLOC

LOC

LOC

LOC

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LOC

LO

C

LO

C

LO

C

CO

AS

T

AR

TI

LL

ER

Y

RO

AD

AIR SUPPORT OPERATIONS CENTER

INFANTRY DRIVE

SHORELINE

41ST DIVISION WAY

QUARTERMASTER

AR

M

O R

D R

IV

E

CAMPGROUND

BLDG 116

AMERICAN

LAKE

AMERICAN

LAKE

AIR SUPPORT OPERATIONS CENTERAIR SUPPORT

OPERATIONS CENTER

AR

M

O R

D R

IV

E

BLDG 116

SHORELINE

B-1

B-3

B-2

BLDG 112

ROAD

12' 12'

12' 12'

6060 0 120

SCALE IN FEET

OVERALL SITE STRIPING AND SIGNAGE PLAN

10078627-00C140_B116.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

BLDG 116

AIR SUPPORT OPERATIONS CENTER

AR

M

O R

D R

IV

E

N656877.98 E1124348.88

N656853.98 E1124348.88

2 2

*NOT ALL NOTES ARE USED ON ALL SHEETS

1. 4-INCH YELLOW CENTERLINE PER WSDOT

LONGITUDINAL MARKING PATTERNS STD. PLAN

M-20.10-02 ON SHEET C503

2. EXISTING "STOP" SIGN

3. MUTCD W17-1 30x30 SPEED HUMP SIGN

4. SPEED HUMP MARKING. PLAN PC.H4.1 AND

PC.H4.2 ON SHEET C502

5. CROSSWALK LINES PER WSDOT CROSSWALK

LAYOUT STD. PLAN M-15.10-02 ON SHEET C506

1. INSTALL STEEL SIGN SUPPORTS PER WSDOT STD.

PLAN G-24.50-05 ON SHEET C503.

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

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

SITE STRIPING AND SIGNAGE PLAN

10078627-00C142_B116.DWG

1" = 30' C142

SHORELINE

41ST DIVISION WAY

AMERICAN

LAKE

AIR SUPPORT

OPERATIONS CENTER

BLDG 112

FHFH

12' 12'

12' 12'

*NOT ALL NOTES ARE USED ON ALL SHEETS

1. 4-INCH YELLOW CENTERLINE PER WSDOT

LONGITUDINAL MARKING PATTERNS STD. PLAN

M-20.10-02 ON SHEET C503

2. EXISTING "STOP" SIGN

3. MUTCD W17-1 30x30 SPEED HUMP SIGN

4. SPEED HUMP MARKING. PLAN PC.H4.1 AND

PC.H4.2 ON SHEET C502

5. CROSSWALK LINES PER WSDOT CROSSWALK

LAYOUT STD. PLAN M-15.10-02 ON SHEET C506

1. INSTALL STEEL SIGN SUPPORTS PER WSDOT STD.

PLAN G-24.50-05 ON SHEET C503.

SITE STRIPING AND SIGNAGE PLAN

10078627-00C143_B116.DWG

1" = 30' C143

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

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

17+00

EG

.6

FG

18+00

EG

.9

FG

.7

19+00

EG

.8

FG

.1

20+00

EG

.6

FG

.4

21+00

EG

.7

FG

.2

22+00

EG

.7

FG

.7

-8.2%

-3.7%

PVI STA 20+78.19

PVI EL 255.63

K 32.57

LVC 150.0'

BV

C

S

+0 3.

BV

C E

8.

EV

C

S

+5 3.

EV

C E

6.

LOW PT STA 21+22.60

LOW PT EL 256.19

PVI STA 18+08.04

PVI EL 265.53

K 33.04

LVC 150.0'

BV

C

S

+5 8.

BV

C E

9.

EV

C

S

+0 8.

EV

C E

1.

22+00

EG

.7

FG

.7

23+00

EG

.7

FG

.7

24+00

EG

.5

FG

.6

25+00

EG

.4

FG

.6

26+00

EG

.9

FG

.0

1.6%

0.9%

0.9%

PVI STA 25+16.00

PVI EL 259.74

K 86.76

LVC 60.0'

BV

C

S

+8 6.

BV

C E

9.

EV

C

S

+4 6.

EV

C E

0.

PROPOSED GRADE

EXISTING 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

ROADWAY PROFILES

10078627-00C222_B116.DWG

AS NOTED C222

SCALE:

C122

ROADWAY PROFILE - INFANTRY DRIVE - STA 22+00 TO STA 26+33.96

HORZ 1" = 30', VERT 1" = 5'

SCALE:

C123

ROADWAY PROFILE - INFANTRY DRIVE - STA 17+39 TO STA 22+00

HORZ 1" = 30', VERT 1" = 5'

SCALE:

C122

TYPICAL PAVED ROAD SECTION - INFANTRY DRIVE WITH SIDEWALK

NTS

2:1 MAX

2:1 MAX

2%

2:1 MAX

6.00'

SIDEWALK PER WSDOT STD. PLAN

F-30.10-03 ON SHEET C502

6" CRUSHED SURFACING BASE COURSE (CSBC)

SUBGRADE PREPARATION

6" HOT MIX ASPHALT

GRAVEL FILL

SCALE:

C123

TYPICAL PAVED ROAD SECTION - INFANTRY DRIVE SOUTH

NTS

3.75' 1.50' 3.75'

3:1 3:1

BIOSWALE SEED MIX PER DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL

FOR WESTERN WASHINGTON BMP C120, TABLE 11-4.1.3" TYPICAL ALL ROAD SIDE DITCHES

2%

1.

2:1

6" CRUSHED SURFACING BASE COURSE (CSBC)

SUBGRADE PREPARATION

6" HOT MIX ASPHALT

24.00'

3:1 50:1

2'

2%

2'

2%

1.5'

2%

ASPHALT CONCRETE

RAISED EDGE

6%

MAX

6%

MAX

4.25' 4.25' 21.5'1.5'

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_B116.DWG

AS NOTED C301

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

GRAVEL SURFACING

NTS

SUBGRADE PREPARATION

SEE GENERAL PAVEMENT NOTE 2

20" CRUSHED SURFACING BASE COURSE (CSBC)

SEE GENERAL PAVEMENT NOTE 1

SCALE:

C501

CURB TERMINATION

NTS

TOP OF CURB

TOP OF PAVEMENT

1.0'

NOTE:

1. SEE STANDARD PLAN F-30.10 FOR CURB EXPANSION AND CONTRACTION JOINT SPACING. SEE

STANDARD SPECIFICATION, SECTIONS 8-04 AND 9-04 FOR ADDITIONAL REQUIREMENTS.

6"

CEMENT CONCRETE TRAFFIC CURB AND GUTTER

ROADWAY1/2" (IN) R.

MATCH ROADWAY SLOPE

1" (IN) R.

6"

1"

FACE OF CURB

6 1/2"

5 1/2"

1/2" (IN) R.

12"

1'-6"

SCALE:

C501

CEMENT CONCRETE TRAFFIC CURB

NTS

CIVIL DETAILS

10078627-00C501_B116.DWG

AS NOTED C501

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

SPEED

HUMP

YELLOW

BLACK

YELLOWBLACK

W17-1 SPEED HUMP SIGN (30" by 30")

SCALE:

C502

SPEED HUMP SIGN

NTS

NOTES:

1. RAISED PORTION SHALL BE HOT MIX ASPHALT CONSTRUCTED INTEGRALLY WITH ROAD PAVEMENT.

2. CURB CANNOT BE PERVIOUS MATERIAL.

ASPHALT CONCRETE BARRIER CURB

FLOW LINE

18"

4"

SEE NOTE 1

30"

CIVIL DETAILS

10078627-00C502_B116.DWG

AS NOTED C502

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

ASPHALT SPEED TABLE

SCALE: N.T.S.

C503

10.0'

22.0'

6.0'6.0'

3.0' (TYP.)

6.0' (TYP.)

LANE WIDTH

C

EN

TE

R

LI

N

E O

F R

O

AD

BA

C

K O

F

AS

PH

AL

T C

O N

C R

ET

E

R

AI

SE

D

E D

G E

LANE WIDTH

DIRECTION

OF TRAVEL

FA

C

E O

F C

U R

B

SECTION A-A

6" HEIGHT 3" HEIGHT 0" HEIGHT

6" HEIGHT3" HEIGHT0" HEIGHT

6.0' (TYP.)

10.0'

ASPHALT CONCRETE SPEED HUMP

PAVEMENTPAVEMENT

B B

A

3.0' (TYP.)

CL

FA

C

E O

F C

U R

B

ASPHALT

CONCRETE

SPEED HUMP

SECTION B-B

SPEED TABLE

FLAT

CIVIL DETAILS

10078627-00C503_B116.DWG

AS NOTED C503

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

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_B116.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_B116.DWG

AS NOTED C505

SCALE:

C506

UTILITY CROSSING

NTS

5'MIN

" M

IN

FINISH GRADE

PIPE BEDDING

PI

PE

C O

VE

R

P

ER

TR

EN

C H

IN

G

D

ET

AI

LS

5' MIN 5'MIN 5' MIN

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

10078627-00C506_B116.DWG

AS NOTED C506

S

S

S

S

HH

HH

HH HH

MH

S

FH

CB

CB

MH

HH HH

E

MH

E

MH

HH

HH

HH

MH

HH

HH

T 0+001+002+003+00

4+004+14

LOC LOC LOC LOC

LOCLOCLOC

LOC

LOC

LOC

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LOC

LO

C

LO

C

LO

C

INFANTRY DRIVE

BLDG 116

AMERICAN LAKE

BLDG 112

B-

B-3

QUARTERMASTER ROAD

B-1

H

IG

H W

AT

ER

M

AR

K (O

BS

ER

VE

D

/8

/2

9)

0'

SH

OR

EL

IN

E

BU

FF

ER

L

IN

E

AIR SUPPORT

OPERATIONS CENTERCO

AS

T

AR

TI

LL

ER

Y

RO

AD

41ST DIVISION WAY

' F

E…