J-2 Project Drawings.pdf

MISSOULA

HAMILTON

WISDOM

WISE RIVER

ANACONDA

PHILIPSBURG

DRUMMOND

DEER LODGE

100% ISSUED FOR CONSTRUCTION

REGION ONE

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

Morrison

Maierle

1055 Mount Avenue Missoula, MT 59801

Phone: 406.542.8880 Fax: 406.542.4801

MTID

VICINITY MAP

SEC.35, T.14 N., R. 20 W.

SOUTHWESTERN MONTANA

SCALE: NO SCALE

SCALE: NO SCALE

T. 14 N.

T. 13 N.

R

W

R

W

U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE, REGION ONE

PROPOSED TARMAC PLANS FOR:

AFD TARMAC MAINTENANCE

MISSOULA COUNTY, MONTANA

THIS

PROJECT

THIS

PROJECT

M

U

S F

S

Y

E A

R

C

O N

T R

A C

T

A

F D

T

A R

M A

C

R

E C

O N

A

C A

D S

H E

E T

S M

A I N

T E

N A

N C

E

P

R O

J E

C T

C

O V

E R

D

W G

P

L O

T T

B

T

O B

Y

M

C C

L U

E

O

N

F e b

INDEX TO SHEETS

No. DESCRIPTION

-- COVER SHEET

1 SUMMARY OF ESTIMATED QUANTITIES

2 GENERAL NOTES AND ABBREVIATIONS

3 EXISTING SITE CONDITIONS AND CONTROL

4 CONSTRUCTION SAFETY & PHASING PLAN

5 CRACK SEAL & SEAL COAT PLAN

6 STRIPING & TIE-DOWN PLAN

7 DETAILS

05/05/2020

VERIFY COLOR!

THIS SHEET IS INTENDED TO

BE IN COLOR. RED, GREEN

AND BLUE WILL BE VISIBLE IF

REPRODUCED CORRECTLY.

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text No. 14789

AutoCAD SHX Text

TOBY

AutoCAD SHX Text McCLUE

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text I

SUMMARY OF ESTIMATED QUANTITIES

PAY ITEM DESCRIPTION UNIT

QUANTITY

GENERAL REQUIREMENTS

LS 1

102 MOBILIZATION/DEMOBILIZATION LS 1

103 CONSTRUCTION STAGING & PHASING LS

104 CRACK SEALING*

LF

36685

105 PCCP TO ASPHALT PAVEMENT EDGE SEALING* LF 1700

ASPHALT SURFACE TREATMENT (SEAL COAT)*

SY 37405

107 EXISTING MARKINGS REMOVAL* LF 3930

108 PCC PAVEMENT JOINT REPAIR*

LF

109 EXISTING METAL SURFACE RESTORATION LS

TEMPORARY PAVEMENT MARKING WHITE - 50% REFLECTIVE MEDIA*

LF 225

111 TEMPORARY PAVEMENT MARKING YELLOW - 50% REFLECTIVE MEDIA* LF 3705

112 PAVEMENT MARKING WHITE - 100% REFLECTIVE MEDIA* LF 225

113 PAVEMENT MARKING YELLOW - 100% REFLECTIVE MEDIA*

LF

PARTIAL AC PAVEMENT SECTION REPAIR SF 8415

115 FULL DEPTH AC PAVEMENT SECTION REPAIR SF 8415

Sheet: 1 of 7

Drawn By:KDK

Designed By:WEH

Drawing Checked:TBM

Design Checked:DAJ

AFD TARMAC MAINTENANCE

SUMMARY OF ESTIMATED QUANTITIES

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

Morrison

Maierle

1055 Mount Avenue Missoula, MT 59801

Phone: 406.542.8880 Fax: 406.542.4801

M

S F

A

R

C

O N

T R

A C

T

A

R

M A

C

R

E C

O N

A

C A

D S

H E

E T

S M

A I N

T E

N A

N C

E

P

R O

J E

C T

M

M A

R

O

E

S T

I M

A T

Q

A

N T

I T

I E

S D

O

T T

T

O B

Y

M

C C

L U

E

O

N

F e b

PROJECT NAME: AFD TARMAC MAINTENANCE

*NOTE: ALL ITEMS DETAILED IN THE SCHEDULE OF ITEMS ABOVE ARE ACTUAL QUANTITIES OTHER THAN THOSE DENOTED WITH A *.

THESE ITEMS ARE CONTRACT QUANTITIES. CONTRACT QUANTITIES WILL BE ADJUSTED ONLY WHEN THERE ARE ERRORS IN THE ORIGINAL DESIGN OF 15%

OR MORE.

100% ISSUED FOR CONSTRUCTION

05/05/2020

Sheet: 2 of 7

Drawn By:CD

Designed By:WEH

Drawing Checked:TBM

Design Checked:DAJ

AFD TARMAC MAINTENANCE

GENERAL NOTES AND ABBREVIATIONS

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

Morrison

Maierle

1055 Mount Avenue Missoula, MT 59801

Phone: 406.542.8880 Fax: 406.542.4801

M

S F

A

R

C

O N

T R

A C

T

A

R

M A

C

R

E C

O N

A

C A

D S

H E

E T

S M

A I N

T E

N A

N C

E

P

R O

J E

C T

N

E R

N

T

N

B

R E

V I A

T I O

N S

D

O

T T

T

O B

Y

M

C C

L U

E

O

N

F e b

100% ISSUED FOR CONSTRUCTION

(OR SAME DRAWING)

GENERAL DESIGN DESIGNATIONS

SECTION (LETTER) OR

DETAIL (NUMERAL)

DRAWING NUMBER

DESIGNATION

ON DRAWING WHERE SECTION

OR DETAIL IS TAKEN:

DRAWING NUMBER

WHERE SHOWN

ON DRAWING WHERE SECTION

OR DETAIL IS SHOWN:

DRAWING NUMBER(S)

WHERE TAKEN

A

PLYWOOD

PRECAST

PANEL

PROPERTY

PRESSURE SWITCH, PIPE SUPPORT

PRESSURE REDUCING VALVE

PREPARE, PREPARATION

PRELIMINARY

PREFABRICATED

PLANT MONITORING PANEL

PLATE, PROPERTY LINE

RADIUS

PAVEMENT

REDUCER

REQUIRED

REINFORCE

REFERENCE

SIDEWALK

SCHEDULE

SANITARY

RIGHT-OF-WAY

REINFORCING STEEL

RELOCATE, RELOCATION

REINFORCEMENT BAR

ROAD, ROOF DRAIN

REINFORCED-CONCRETE PIPE

REINFORCED CONCRETE

POLYVINYL CHLORIDE

POINT OF TANGENCY

SLOPE

SIMILAR

SHEET

SECTION

SQUARE

SUPPORT

SPACING

STEEL

STIFFENER

STANDARD

STATION

STAINLESS STEEL

SQUARE INCH

SQUARE FOOT

SPECIFICATION

SPACE, SPACED

SANITARY SEWER

THROUGH

THICK

TOP FACE

TYPICAL

ULTIMATE

UTILITY

TOP OF

UNDERGROUND

UNIFORM BUILDING CODE

TOP OF WALL

TOP OF STEEL

TOP OF CONCRETE, TOP OF CURB

TEMPORARY, TEMPERATURE

TOP AND BOTTOM

SYMMETRICAL

THRUST BLOCK

TOP BACK OF CURB

VERIFY

VOLUME

VERTICAL

VALVE BOX

WITH

WOOD

WIDTH

WATERLINE

WATER

WEIGHT

WITHOUT

WELDED WIRE FABRIC

WELDED STEEL, WROUGHT STEEL

WATERSTOP, WATER SURFACE

WIRE MESH, WATER MAIN

VENT THROUGH ROOF

WATER VALVE

VALVE, VOLT

YARD

TRANSFORMER

WELDED WIRE MESH

STRUCTURE

NOTE:

GENERAL NOTES

OUTSIDE TOP OF PIPE

1. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER

PRE-CONSTRUCTION CONDITION, AS DETERMINED BY CONTRACTING OFFICER AND

ENGINEER.

2. A PRE-CONSTRUCTION WALK-THRU SHALL BE CONDUCTED TO DOCUMENT

CONDITIONS OF ALL HAUL ROUTES, LAYDOWN AREAS, MILLINGS WASTE AREAS,

STAGING AREAS, AND AREAS ADJACENT TO WORK AREAS. DOCUMENTATION SHALL BE

A LIST IN WORD FORMAT ACCOMPANIED BY PHOTOGRAPHS AND SHALL BE AGREED TO

BY CONTRACTOR AND CONTRACTING OFFICER PRIOR TO WORK COMMENCING.

3. THE LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS

APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION,

DEPTH, SIZE, LINE AND GRADE OF EXISTING UTILITIES CONNECTIONS PRIOR TO

CONSTRUCTION, BY POTHOLING, IF NECESSARY. THE CONTRACTOR SHALL BE SOLELY

RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO

LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN.

4. THE CONTRACTOR SHALL NOTIFY ONE CALL @ 1-800-424-5555 FOR ONSITE UTILITY

LOCATION. ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING.

5. THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING UTILITIES UNLESS

OTHERWISE COORDINATED. IF SAID SERVICE IS DAMAGED, THE CONTRACTOR SHALL

IMMEDIATELY REPAIR THE DAMAGE AT THE CONTRACTOR'S EXPENSE.

6. A LIST OF REPRESENTATIVES TO CONTACT FOR INFORMATION REGARDING FACILITIES

IS AS FOLLOWS:

NORTHWESTERN ENERGY EMERGENCIES 888-467-2669

MISSOULA AIRPORT NATE COLE 406-370-2206

CENTURYLINK BURIED SERVICES 877-744-4416

MISSOULA WATER EMERGENCIES 406-552-6700

MISSOULA WASTEWATER EMERGENCIES 406-552-6600

7. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, STORM WATER

INLETS, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION.

ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE

CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF

THE CONTRACTOR. ADJUSTMENT OF ALL ITEMS SHALL BE CONSIDERED INCIDENTAL

UNLESS OTHERWISE NOTED IN THE PLANS.

8. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING

CONSTRUCTION AT THEIR EXPENSE. ROADS SHALL BE WATERED AS NECESSARY TO

CONTROL DUST, IN ACCORDANCE WITH PERMIT, AND WHEN DIRECTED BY THE

CONTRACTING OFFICER AND OWNER.

9. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.

DIMENSIONS AND CONDITIONS OF EXISTING CONSTRUCTION ARE TO BE VERIFIED IN

THE FIELD AND ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER OF ALL DISCREPANCIES WHICH REQUIRE A

SIGNIFICANT CHANGE IN THE DESIGN AND/OR CONSTRUCTION FROM THAT SHOWN ON

THE DRAWINGS.

10. CONTRACTOR SHALL RETURN ALL AREAS OF DISTURBANCE TO PRE-CONSTRUCTION

CONDITION, INCLUDING STAGING AREAS.

11. ANY EXISTING ITEMS THAT ARE NECESSARY TO REMOVE TO FACILITATE THE PROJECT

SHALL BE SALVAGED TO THE OWNER AS DIRECTED. ANY ITEMS NOT DESIRED TO BE

RETAINED BY THE OWNER SHALL BE DISPOSED OF OFFSITE AT THE CONTRACTORS

EXPENSE.

12. TRAFFIC CONTROL PLANS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL

BE VERIFIED AND APPROVED BY CONTRACTING OFFICER AND MISSOULA AIRPORT

MANAGEMENT. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF

MISSOULA TRAFFIC CONTROL STANDARDS AND AIRPORT MANAGEMENT.

13. ALL IMPROVEMENT ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH

THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 5TH EDITION DATED APRIL

2010 (MPWSS), FEDERAL AVIATION ADMINISTRATION (FAA) STANDARDS, AND THE

PROJECT SPECIFICATIONS.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND

PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS. ALL

COSTS FOR PROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTS

SHALL BE BORNE SOLELY BY THE CONTRACTOR.

15. THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL

TYPES AND SURFACE MATERIALS ENCOUNTERED FOR THE PROJECT.

RIGHT

X-X

CENTER TO CENTER

CONTINUE, CONTINUED, CONTINUOUS

EACH FACE, EXHAUST FAN

DUCTILE-IRON MECHANICAL JOINT

DUCTILE IRON, DRAIN INLET

DEFORMED BAR ANCHOR

EXTENSION, EXTERIOR

EDGE OF PAVEMENT

ELECTRIC, ELECTRICAL

EP

EW

EQUIV

EQUIP

EQL SP

EQL

ENGR

FAB

EXT

EXST

EXP JT

EXP

EXH

EXC

F

EXHAUST

FABRICATE

FLANGE

EXISTING

EXPANSION JOINT

EXPANSION

EXCAVATE

EACH WAY

EQUIVALENT

EQUIPMENT

EQUALLY SPACED

EQUAL, EQUALLY

ENGINEER

DIMJ

DIM

DIAG

DIA

DET

DBL

DN

DR

EA

ELEC

ELB

EL, ELEV

DWG

DIR

ENCL

EF

DI

DOWN

DOOR

ELBOW

EACH

ELEVATION

DRAWING

ENCLOSE

DETAIL

DIRECTION

DIMENSION

DIAGONAL

DIAMETER

DOUBLE

CP

CPLG

CORR

COORD

CONTR

CONT

CU

CU YD

CULV

CU IN

CU FT

CTSK

CTR

C TO C

DBA

d

D

COUNTERSINK

CUBIC

DRAIN

CUBIC YARD

CULVERT

CUBIC INCH

CUBIC FEET

PENNY (NAIL SIZE)

CENTER

COUPLING

CONTROL PANEL

CORRUGATED

COORDINATE

CONTRACTOR

ABOVE FINISHED FLOOR

ADJACENT, ADJUST

ARCHITECTURE, ARCHITECTURAL

CONCRETE MASONRY UNITS

CORRUGATED METAL PIPE

CLEAR, CLEARANCE

CEMENT LINED DUCTILE IRON

CONSTRUCTION JOINT, CONTROL JOINT

CAST-IN-PLACE CONCRETE

CAST-IRON PIPE FLANGED JOINT

CAST-IRON PIPE MECHANICAL JOINT

AMERICAN NATIONAL STANDARDS INSTITUTE

ASPHALTIC CONCRETE, ALTERNATING CURRENT

CONNECT, CONNECTION

CONCRETE OR CONCENTRIC

CL

CIRC

CIPC

CIP

CO

COMB

COL

CMU

CMP

CLR

CLG

COB

CLDI

CONSTR

CONN

CONC

CJ

COMBINATION

COLUMN

CLEANOUT

CITY OF BELGRADE

CONSTRUCTION

CEILING

CIRCULAR

CENTER LINE

BD

BFVLV

AVG

BF

BM

BRKT

BRG

BOT

BLW

BLK

BLDG

BETW

CIMJ

CHK

CHAN

CI

BELOW

BRACKET

BEARING

BOTTOM

BEAM, BENCHMARK

CHECK

CAST IRON

CHANNEL

BOARD

BLOCK

BUILDING

BOTTOM FACE

BETWEEN

BUTTERFLY VALVE

AVERAGE

AT

AB

ABDN

AC

ALT

ALUM

AHR

AFF

ADPTR

ADJ

ADDL

ABV

ASPH

ARCH

APVD

APPROX

ANSI

ALTERNATE

ALUMINUM

ANCHOR

ASPHALT

APPROVED

APPROXIMATE

ABOVE

ADAPTER

ADDITIONAL

ABANDON

ANCHOR BOLT TB

XFMR

YD

VERT

WS

WSTL

WM

WT

WTR

WV

WWF

WWM

VRFY

VOL

W

VTR

W/

WD

WL

W/O

TW

TYP

UG

UBC

UTIL

ULT

VB

V

TBC

TF

TEMP

THRU

THK

TST

TOC

T.O.

RC

SLP

SS

STD

STL

STIF

STA

T&B

SYM

STRUCT

SPEC

SQ

SPRT

SPG

SP

SQ IN

SQ FT

SST

R/W

SDWK

SCHED

SAN

RST

SHT

SECT

SIM

RD

RCP

REBAR

RDCR

REINF

REF

REQD

RELOC

PROP

PREP

PS

PRV

PT

PVC

RAD

PVMT

PL

PLYWD

PNL

PMP

PREFAB

PRCST

PRELIM

T.P.

RT

IE

IN.

INVERT ELEVATION

INCH

GALVANIZED STEEL

GALVANIZED

GAGE, GAUGE

FACE TO FACE

FOOTING, FITTING

FOOT, FEET

FABRICATED STEEL

FIBERGLASS REINFORCED PLASTIC

FACE OF CONCRETE

HEATING, VENTILATING, AND AIR CONDITIONING

HOSE VALVE

HEIGHT, HEAT TRACE

HOSE RACK, HOUR

HORSEPOWER

HORIZONTAL

HOLLOW METAL

HEADED ANCHOR STUD

GYPSUM WALLBOARD

GALVANIZED STEEL PIPE

INSIDE FACE

INSIDE DIAMETER

HP

HVAC

HWY

HYD

ID

IF

HR

HV

HT

HIGHWAY

HYDRANT

HDR

HM

HORIZ

HK

HAS

HD

HB

HDW

HEADER

HOOK

HARDWARE

HUB DRAIN

HOSE BIB

GALLONGAL

GRTG

GSP

GWB

GVL

GSKT

GALV

GND

GALVS

GRATING

GRAVEL

GASKET

GROUND

FTG

GA

F TO F

FT

FOC

FLR

FSTL

FRP

FLOOR

FINISH GRADE

FINISHED FLOOR

FIRE EXTINGUISHER

FOUNDATION

FLOOR DRAIN

FLANGE COUPLING ADAPTER

FLEXIBLE COUPLING

FLAT BAR, FACE BRICK

FIRE HYDRANT

FLARED END SECTION

FLARED END TERMINAL

FLOOR, FLOW

F. EXT

FL

FLG

FLEX

FIN.

FLL

FF

FHYD

FG

FINISH

FLANGE

FLEXIBLE

FLOW LINE

FDN

FD

FES

FET

FC

FB

FCA

ABBREVIATIONS

PIPE HANGER

PERPENDICULAR

PENETRATION

PLANT CONTROL PANEL

POINT OF CURVE

PROCESS AND INSTRUMENTATION DIAGRAM

OUTSIDE FACE

OUTSIDE DIAMETER

ON CENTER

NOT TO SCALE

OVERHEAD POWER

PRESSURE INDICATOR, POINT OF INTERSECTION

PCP

PE

PERP

PEN

PH

PLAIN END

OHP

P&ID

OPNG

PC

NTS

OD

OC

OF

OPENING

LONGITUDINAL

LINEAR FEET

JUNCTION BOX

INSTRUMENT

INSTALL, INSTALLATION

NOT IN CONTRACT

MECHANICAL JOINT

MISCELLANEOUS

MANUFACTURE, MANUFACTURER

MANUFACTURED

MECHANICAL

MOTOR CONTROL PANEL

MOTOR CONTROL CENTER

MACHINE BOLT

LONG RADIUS

LOCAL PANEL

MFD

NO

NIC

MJ

NOM

MH

MFR

MISC

MIN

NUMBER

NOMINAL

MANHOLE

MINIMUM

MB

MCP

MCC

MECH

LVR

LVL

MAX

MATL

LOUVER

LEVEL

MAXIMUM

MATERIAL

JOISTJST

LONG

LNTL

LR

LP

JT

LF

LBS

L

LINTEL

JOINT

POUNDS

ANGLE

INT

INSUL

JB

INSTL

INFL

INSTR

INTERIOR

INSULATE

INFLUENT

LEFTLT

MONTANA PUBLIC WORKS STANDARD SPECIFICATIONSMPWSS

PROFILE GRADE LINEPGL

PI

1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR

USE ON DRAWINGS AND TEXT", PUBLISHED BY THE

AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI)

OR CONTACT THE ENGINEER.

2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT

ALL ABBREVIATIONS ARE USED ON THE PLANS.

05/05/2020

I

D

C O

CO

CO

CO

CO

CO

CO

C O

C O

CO

CO

C O

P

P

P

P

E

P

P

P

D

Y

H

I

I

I

D

D

T

T E

P

WV

W

V

WV

WV

WV

W

V

T

D

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

T

D

TD

TD

TD

TD

TD

T

D

TD

TD

TD

TD

TD

TD

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

PLPL

PLPL

P L

P L

P L

P L

P L

P L

W W W

W W

W

W

W

CO

B

H

B

H

B

H

B

H

B

H

TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

TOFA TOFA TOFA

T O

F A

T O

F A

T O

F A

T O

F A

T

O

F

A

T O

F A

T O

F A

T O

F A

T O

F A

T O

F A

T O

F A

T

O

F

A

T O

F A

T O

F A

T O

F A

TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFA

TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFA

TOFA TOFA TOFA TOFA

TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

TOFA

T O

F A

T O

F A

T

O

F

A

T O

F A

T O

F A

T O

F A

T

O

F

A

T O

F A

T O

F A

T

O

F

A

T O

F A

T O

F A

T O

F A

T

O

F

A

T O

F A

T O

F A

T O

F A

T O

F A

T O

F A

T O

F A

TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

TOFA TOFA

B

H

PL PL

EXISTING BUILDING

EXISTING PARCEL BOUNDARY

EXISTING CONCRETE

EXISTING CURB

EXISTING FENCE

EXISTING DITCH

EXISTING ASPHALT

EXISTING GRAVEL

EXISTING STORM DRAIN

EXISTING YELLOW TRAFFIC STRIPE

W W

EXISTING BURIED POWER

EXISTING BURIED TELEPHONE

EXISTING WATER MAIN

EXISTING BUSH

EXISTING CLEANOUT

EXISTING CONTROL POINT

EXISTING CURB STOP

GEOTECHNICAL BORE HOLE

EXISTING JUNCTION BOX

EXISTING ELECTRIC PEDESTAL

EXISTING ELECTRIC METER

EXISTING FROST FREE HYDRANT

EXISTING FIRE HYDRANT

EXISTING GROUND LIGHT

EXISTING IRRIGATION CONTROL VALVE

EXISTING MANHOLE - STORM SEWER

EXISTING MANHOLE - UNKNOWN

EXISTING PINDOWN CURB

EXISTING STORM DRAIN INLET

EXISTING SIGN POST

EXISTING CONIFEROUS TREE

EXISTING TELEPHONE VAULT

EXISTING TELEPHONE PEDESTAL

EXISTING TAXIWAY LIGHT

EXISTING WATER VALVE

I

T

WV

CO

P

E

W

D

Y

H

D

T

EXISTING FENCE

Control Point Table

Point #

Description

PK

PK

NAIL

PK

NAIL

PK

PK

PK

PK

PK

PK

PK

PK

Northing

19950.51

19827.64

19675.67

19726.29

19452.60

19241.63

20070.68

20222.83

20104.93

19952.75

19904.75

19513.99

19618.71

Easting

19297.38

19463.77

19662.66

19847.08

19780.19

20031.38

19386.81

19538.60

19711.76

19894.91

19652.11

20029.45

20171.60

Elevation

3202.10

3199.68

3195.72

3197.45

3194.94

3196.62

3202.44

3202.20

3199.71

3198.52

3198.68

3197.27

3198.93

Sheet: 3 of 7

Drawn By:MDH

Designed By:DAJ

Drawing Checked:RDL

Design Checked:RDL

AFD TARMAC MAINTENANCE

EXISTING SITE CONDITIONS AND

CONTROL

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

Morrison

Maierle

1055 Mount Avenue Missoula, MT 59801

Phone: 406.542.8880 Fax: 406.542.4801

M

S F

A

R

C

O N

T R

A C

T

A

R

M A

C

R

E C

O N

A

C A

D S

H E

E T

S M

A I N

T E

N A

N C

E

P

R O

J E

C T

X I S

T I N

G

S

I T

E

C

O N

D I T

I O

N S

D

O

T T

T

O B

Y

M

C C

L U

E

O

N

F e b

SCALE IN FEET

100500

HORIZONTAL SCALE

LEGEND

BASIS OF BEARING:

HORIZONTAL COORDINATES ARE BASED ON THE

MISSOULA COUNTY AIRPORT LOW DISTORTION

PROJECTION (LDP). ALL COORDINATES ARE

GROUND COORDINATES.

PROJECTION:

TRANSVERSE MERCATOR, NAD 83

CENTRAL LATITUDE: 46°55'27.86732" N

CENTRAL LONGITUDE: 114° 05' 24.64353" W

FALSE NORTHING (M): 6096

FALSE EASTING (M): 6096

SCALE FACTOR: 1.00152

VERTICAL DATUM:

ELEVATIONS ARE NAVD88, BASED ON MSOL AND

COMPUTED USING GEOID 12A. VERTICAL UNITS ARE

US SURVEY FEET.

SURVEYORS NOTES:

1. PROJECT LOCATION LIES IN THE SOUTH 1/2 OF SECTION 35, TOWNSHIP 14 N, RANGE 20 W.

2. BURIED UTILITIES ARE SHOWN AS INDICATED BY FIELD LOCATES PERFORMED BY THE WATERMAN, LLC.

MORRISON-MAIERLE ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF THOSE LOCATIONS. FOR THE

PRECISE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY.

3. FIELD SURVEY FOR THIS PROJECT WAS COMPLETED ON APRIL 18, 2019. FEATURES AND IMPROVEMENTS DEPICTED

HEREON ARE AS OBSERVED DURING THE FIELD SURVEY.

100% ISSUED FOR CONSTRUCTION

05/05/2020

NATIONAL WEATHER

SERVICE BUILDING

USFS SMOKE JUMPER

FACILITY

STORM INLET

RIM = 3197.15

INV. (S) = 3193.18

TIE DOWN (TYP.)

STORM MH

RIM=3197.39

STORM INLET

RIM = 3201.41

INV. (E) = 3197.86

INV. (S) = 3197.81

STORM INLET

RIM = 3200.98

INV. (SW) = 3197.71

USFS AIRCRAFT HANGAR

HEADGATE

TRENCH DRAIN

STORM MH

RIM = 3196.81

INV (SE) = 3192.51

STORM MH

RIM = 3196.46

INV. (NE) = 3189.81

INV. (SE) = 3190.61

TAXIWAY EASEMENT

BK 611 MICRO PAGE 2055

BK 615 MICRO PAGE 947

USFS

PROPERTY

BOUNDARY

FIRE

DEPOT

BLDG

SAN. SEWER SVC.

CLEANOUTS

8" RCP

STORM DRAIN

STEEL PLATE

CLEANOUTS

CULVERT

(TYP.)

CULVERT

(TYP.)

12" HDPE

30" CMP

ASPHALT

PATCH

30" PIPE TO DRAIN

12" PVC

30" CMP

AIRFIELD

GUIDANCE

SIGN

AIRFIELD

GUIDANCE

SIGN

ELEC

DUCT (1-2)

CLEANOUTS

SD MH

ABOVE-GRND

WAT/RET PIPE

2" ABOVE-GRND

WAT/RET PIPE

300' WIDE TAXIWAY

EASEMENT PER COS 621

EASEMENT PRESERVED FOR

USFS USE BK 98 PAGE 688

MISSOULA COUNTY

AIRPORT AUTHORITY

TRACT 3

COS 621

USFS

TRACT 2

COS 621

MISSOULA COUNTY

AIRPORT AUTHORITY

TRACT A

COS 5502 MISSOULA COUNTY

AIRPORT AUTHORITY

PARCEL B1

COS 5502

EASEMENT AGREEMENT

BK 646 PAGE 587

CORRECTED EASEMENT

BK 654 PAGE 17

EASEMENT TERMINATION

BK 738 PAGE 600

MISSOULA COUNTY

AIRPORT AUTHORITY

USFS

MISSOULA COUNTY

AIRPORT AUTHORITY

PROPERTY BOUNDARY

PAINT STRIPE

(TYP.)

I

D

CO

C O

C O

CO

C O

C O

C O

CO

C O

C O

C O

CO

P

P

P

P

E

P

P

P

D

Y

H

I

I

I

D

D

T

T E

P

WV

W

V

WV

WV

WV

WV

TD

T

D

TD

TD

TD

T

D

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

W

C O

B

H

B

H

B

H

B

H

B

H

TOFA

TOFA TOFA TOFA TOFA TOFA

TOFA

T O

F A

T O

F A

T O

F A

TOFATOFATOFATOFATOFATOFATOFA

TOFA TOFA TOFA TOFA

TOFA TOFA TOFA

T O

F A

T O

F A

T O

F A

T O

F A

TOFA TOFA

TOFA TOFA TOFA TOFA TOFA TOFA

B

H

TOFA

TOFA TOFA TOFA TOFA TOFA

TOFA

T O

F A

T O

F A

T O

F A

TOFATOFATOFATOFATOFATOFATOFA

TOFA TOFA TOFA TOFA

TOFA TOFA TOFA

T O

F A

T O

F A

T O

F A

T O

F A

TOFA TOFA

TOFA TOFA TOFA TOFA TOFA TOFA

COCOCO

CO

CO

CO

P

D

W

TOFA

TOFA

TOFA TOFA

TOFA

TOFA

TOFA

TOFA TOFA

TOFA

TOFA TOFA

TOFA TOFA

T O

F A

T O

F A

T O

F A

T O

F A

T O

F A

T O

F A

T O

F A

TOFA

TOFA

TOFA

TOFA

TOFATOFA

TOFA

TOFA

TOFA

TOFATOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA TOFA

TOFA

TOFA

TOFA

TOFA TOFA

TOFA

TOFA TOFA

TOFA TOFA

T O

F A

T O

F A

T O

F A

T O

F A

T O

F A

T O

F A

T O

F A

TOFA

TOFA

TOFA

TOFA

TOFATOFA

TOFA

TOFA

TOFA

TOFATOFA

TOFA

TOFA

TOFA

Sheet: 4 of 7

Drawn By:CD

Designed By:WEH

Drawing Checked:TBM

Design Checked:DAJ

AFD TARMAC MAINTENANCE

CONSTRUCTION SAFETY & PHASING PLAN

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

Morrison

Maierle

1055 Mount Avenue Missoula, MT 59801

Phone: 406.542.8880 Fax: 406.542.4801

LEGEND:

M

S F

A

R

C

O N

T R

A C

T

A

R

M A

C

R

E C

O N

A

C A

D S

H E

E T

S M

A I N

T E

N A

N C

E

P

R O

J E

C T

C

N

S T

R U

C T

I O

N

S

A F

E T

H A

S I N

G

P

L A

N D

O

T T

T

O B

Y

M

C C

L U

E

O

N

F e b

SCALE IN FEET

2001000

HORIZONTAL SCALE

CONTRACTOR STAGING AREA

100% ISSUED FOR CONSTRUCTION

USFS SMOKE JUMPER

FACILITY

USFS AIRCRAFT HANGAR

FIRE

DEPOT

05/05/2020

NATIONAL WEATHER

SERVICE

CRACK SEAL, SEAL COAT, AND STRIPING AREA

CONSTRUCTION ACCESS

ROUTE

U.S. HIGHWAY 10

CONSTRUCTION SEQUENCING REQUIREMENTS:

PROJECT CLOSURE PROCEDURE:

1. PLACE LOW-LEVEL BARRICADES AND ALL OTHER SAFETY DEVICES PER PROJECT REQUIREMENTS.

2. SET UP CONSTRUCTION STAGING AREA PER PROJECT REQUIREMENTS.

3. FOLLOWING OFFICIAL NOTICE TO PROCEED, CONTRACTOR WILL HAVE 14 OF DAYS TO COMPLETE WORK.

PROJECT OPENING PROCEDURE:

1. ALL PAVEMENT WITHIN THE CONSTRUCTION LIMITS SHALL BE CLEARED OF ALL WASTE, LOOSE MATERIAL, DUST, DEBRIS, AND ANY OTHER FOD PRIOR TO OPENING THE TAXIWAYS AND APRONS UP TO AIR TRAFFIC.

2. TEMPORARY PAVEMENT MARKINGS HAVE BEEN COMPLETED.

3. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER AND AIRPORT MANAGER FOR AIRFIELD

PAVEMENT INSPECTION TO VERIFY THEY ARE READY FOR AIR TRAFFIC.

4. REMOVE LOW-LEVEL BARRICADES AND ALL OTHER SAFETY DEVICES.

PROJECT FINAL STRIPING PROCEDURE:

1. SCHEDULING AND COORDINATION FOR FINAL STRIPING WITH CONTRACTING OFFICER IS REQUIRED. FINAL

STRIPING SHALL BE CONDUCTED ONCE SEAL COAT HAS CURED.

2. PRIOR TO COMMENCING, 72-HOURS NOTICE WILL BE NECESSARY FOR THE CONTRACTING OFFICER TO ISSUE

NOTAM FOR TEMPORARY CLOSURE OF APRON. CLOSURE AND OPENING SHALL FOLLOW SAME PROCEDURES.

3. FOLLOWING OFFICIAL NOTICE TO PROCEED FOR FINAL STRIPING, CONTRACTOR WILL HAVE ONE (1) DAY TO

COMPLETE THE WORK.

WORK STAGING & CONSTRUCTION OPERATION NOTES:

1. PRIOR TO THE START OF CONSTRUCTION, A PRE-CONSTRUCTION MEETING WILL BE CONDUCTED ON SITE BY THE

CONTRACTING OFFICER, OWNER, MISSOULA AIRPORT AUTHORITY AND WITH THE CONTRACTOR'S SUPERINTENDENT

AND OTHER DESIGNATED PERSONNEL. THE PURPOSE OF THIS MEETING WILL BE TO DISCUSS THE AIRPORT

OPERATIONS ASSOCIATED WITH CONSTRUCTION IMPROVEMENTS AND TO ASSESS THE CONTRACTOR'S

UNDERSTANDING OF AIRPORT OPERATIONS DURING CONSTRUCTION.

2. PRIOR TO ANY CONTRACTOR OR SUBCONTRACTOR PERSONNEL WORKING ON SITE, THEY MUST HAVE GONE

THROUGH THE AIRPORT'S SECURITY BADGING PROCESS.

3. THE PRIME CONTRACTOR'S SUPERINTENDENT MUST BE ON-SITE AT ALL TIMES DURING CONSTRUCTION REGARDLESS

OF THE DAY'S CONSTRUCTION OPERATIONS. WITHOUT THE SUPERINTENDENT ON-SITE, CONSTRUCTION OPERATIONS

WILL NOT BE ALLOWED TO PROCEED. THE CONTRACTING OFFICER WILL VERIFY THIS REQUIREMENT IS MET ON A

DAILY BASIS.

4. ANY DAMAGE TO THE USFS AIRPORT ACCESS OR ANY AIRPORT FACILITY CAUSED BY THE CONTRACTOR SHALL BE

REPAIRED IMMEDIATELY TO THE SATISFACTION OF THE CONTRACTING OFFICER AND OWNER AT THE CONTRACTOR'S

EXPENSE.

5. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER 72-HOURS PRIOR TO BEGINNING CONSTRUCTION.

6. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL HAVE ALL NECESSARY SAFETY DEVICES IN PLACE.

THIS INCLUDES (AT A MINIMUM) FLAGGING OR FLASHING BEACONS ON ALL CONSTRUCTION VEHICLES. COORDINATE

USE OF ANY LIGHT PLANTS WITH CONTRACTING OFFICER.

7. CONTRACTOR STAGING AREA WILL BE LOCATED AS SHOWN ON THIS DRAWING. CONTRACTOR SHALL COORDINATE

ACTUAL LIMITS OF STAGING AREA WITH CONTRACTING OFFICER. ONCE THESE LIMITS ARE ESTABLISHED, THE

CONTRACTOR MUST KEEP ALL EQUIPMENT AND MATERIALS WITHIN THE LIMITS IN A TIDY MANNER. DUST CONTROL

WILL BE REQUIRED.

8. ALL LOCATIONS WITHIN THE PROJECT EXTENTS SHALL BE KEPT CLEAR OF WASTE AND LOOSE MATERIAL AT ALL TIMES

BY THE CONTRACTOR. COST TO CLEAN AND SWEEP AT THE CONTRACTING OFFICER'S REQUEST SHALL BE INCIDENTAL

TO THE PROJECT.

9. PERSONAL VEHICLE PARKING IS NOT ALLOWED ON ANY AIRPORT PAVEMENTS OR ANY OTHER LOCATIONS OTHER

THAN THE DESIGNATED STAGING AREA SHOWN ON THE DRAWINGS. DO NOT BLOCK ACCESS THROUGH THE GATE.

10. CONTRACTOR EQUIPMENT MUST USE THE DESIGNATED ACCESS ROUTE SHOWN. CONTRACTOR TO INSPECT ACCESS

ROUTE WITH OWNER AND CONTRACTING OFFICER PRIOR TO CONSTRUCTION, DOCUMENT WITH PHOTOS, AND REPAIR

TO PRE-CONSTRUCTION CONDITION.

11. AT NO TIME DURING CONSTRUCTION SHALL THE CONTRACTOR HAVE AN EMPLOYEE OUTSIDE THE CONSTRUCTION

AREAS WITHOUT THE EXPRESS PERMISSION OF THE CONTRACTING OFFICER. VIOLATION OF THIS REQUIREMENT MAY

RESULT IN THE IMMEDIATE AND PERMANENT REMOVAL OF THAT EMPLOYEE FROM THE SITE.

12. CONTRACTOR MUST ENSURE GATE AT ENTRANCE IS CLOSED IMMEDIATELY AFTER ENTERING OR EXISTING THE

AIRFIELD. IF THE GATE NEEDS TO REMAIN OPEN DURING CONSTRUCTION FOR ANY REASON, A CONTINUAL GATE

GUARD WILL BE REQUIRED TO PREVENT UNAUTHORIZED ACCESS OF PERSONS OR WILDLIFE.

13. ALL CONTRACTOR VEHICLES AND EQUIPMENT SHALL BE MARKED WITH

CONTRACTOR'S NAME OR LOGO.

14. ALL BARRICADES SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT

THE CONTRACTED CONSTRUCTION PERIOD. BARRICADES SHALL BE CHECKED

ON A DAILY BASIS TO ENSURE THEY ARE FUNCTIONING AS INTENDED.

15. CONTRACTOR TO VERIFY WITH CONTRACTING OFFICER EXACT LOCATION OF

LOW LEVEL BARRICADES. BARRICADES SHALL BE PLACED NO GREATER THAN 4'

SPACING BETWEEN BARRICADES.

16. CONTRACTOR SHALL COVER TAXIWAY LIGHTS AND SIGNS AT LOCATIONS

SHOWN.

17. CONTRACTOR SHALL INSTALL WARNING SIGNS ALONG HIGHWAY 10 TO ALERT

POTENTIAL TRAFFIC OF CONSTRUCTION ACTIVITY, TRUCK ACCESS, AND

EQUIPMENT ACTIVITY. ALL SIGNS SHALL CONFORM TO THE LATEST EDITION OF

MUTCD.

18. CONTRACTOR IS RESPONSIBLE FOR CREATING, FILING, AND ABIDING BY A

STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND NOTICE OF INTENT

(NOI) APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY

(MDEQ) OR LOCAL GOVERNING AGENCY AS APPROPRIATE.

19. THE REQUIREMENTS OF THE CONTRACTOR OPERATIONS ON THE AIRPORT

NOTED IN THE PLANS AND SPECIFICATIONS WILL BE STRICTLY ADHERED TO.

VIOLATIONS OF THE REQUIREMENTS WILL BE NOTED BY THE CONTRACTING

OFFICER IN WRITING TO BOTH THE CONTRACTOR AND OWNER. OWNER CAN

ORDER WORK TO HALT IF THE CONTRACTOR'S OPERATIONS JEOPARDIZE

AIRPORT OPERATIONS.

APRON

TW-G

COVER LIGHT/SIGN

AIRFIELD ACCESS

GATE

COVER ONLY AIRFIELD

TANKER BASE PORTION

OF SIGN

COVER ONLY AIRFIELD

TANKER BASE PORTION

OF SIGN

9.14'

ACCESS AND HAUL ROUTE

130.40'

130.59'

50.60'

INSTALL LOW LEVEL

BARRICADES

INSTALL LOW LEVEL

BARRICADES

INSTALL LOW LEVEL

BARRICADE

SEE DETAIL A,

THIS SHEET

DETAIL A

NOT TO SCALE

PROVIDE LOW-LEVEL DELINEATORS AND LIGHTS SIMILAR TO

NEUBERT AERO CORP. (PRODUCT NUMBER: PC9670) FOR USE ON

PROJECT. CONTRACTOR TO PLACE AND MAINTAIN RED SOLAR

BARRICADE LIGHTS FOR BARRICADES. BARRICADE SHALL BE

SECURED (I.E. FILLED WITH WATER) TO AVOID BEING MOVED BY

JET BLAST OR WIND. BARRICADES TO BE MARKED WITH

REFLECTIVE, DIAGONAL, ALTERNATING ORANGE AND WHITE

STRIPES. LOW PROFILE BARRICADES TO BE SET 4' END TO END

MAXIMUM OR AS DIRECTED BY THE CONTRACTING OFFICER IN

ACCORDANCE WITH AC 150-5370-2G OR MOST CURRENT VERSION

OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION

SPECIFICATION.

8' AIRPORT LOW-PROFILE BARRICADES

SCALE: N.T.S.

D

CO

CO

CO

CO

CO

CO

C O

C O

CO

C O

C O

P

P

P

P

E

P

P

P

D

Y

H

I

I

I

D

D

T

T

E

P

WV

WV

WV

WV

W

V

TD

TD

TD

TD

TD

TD

T

D

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

T

D

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

T

D

TD

W

W

W

CO

B

H

B

H

B

H

B

H

B

H

TOFA TOFA

TOFA TOFA

TOFA TOFA TOFA

TOFA TOFA TOFA TOFA TOFA

TOFA TOFA TOFA

T O

F A

T O

F A

T O

F A

T O

F A

T O

F A

T O

F A

T O

F A

TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFA

TOFA

TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

B

H

Sheet: 5 of 7

Drawn By:KDK

Designed By:WEH

Drawing Checked:TBM

Design Checked:DAJ

AFD TARMAC MAINTENANCE

CRACK SEAL & SEAL COAT PLAN

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

Morrison

Maierle

1055 Mount Avenue Missoula, MT 59801

Phone: 406.542.8880 Fax: 406.542.4801

LEGEND:

M

S F

A

R

C

O N

T R

A C

T

A

R

M A

C

R

E C

O N

A

C A

D S

H E

E T

S M

A I N

T E

N A

N C

E

P

R O

J E

C T

R A

K

A

A

L

C

O A

T

P

L A

N D

O

T T

T

O B

Y

M

C C

L U

E

O

N

F e b

SCALE IN FEET

2001000

HORIZONTAL SCALE

CONTRACTOR STAGING AREA

100% ISSUED FOR CONSTRUCTION

USFS SMOKE JUMPER

FACILITY

USFS AIRCRAFT HANGAR

FIRE

DEPOT

05/05/2020

CRACK SEAL, SEAL COAT, AND STRIPING AREA

NOTES:

1. CONTRACTOR MUST PERFORM SEAL COAT "TEST STRIPS" IN AN INCONSPICUOUS LOCATION ON THE APRON PRIOR TO

BEGINNING FULL SEAL COAT OPERATIONS. DURING THIS PROCESS THE APPLICATION RATE WILL BE ADJUSTED IF

NECESSARY. ALL EFFORTS ASSOCIATED WITH THE TEST STRIPS ARE INCIDENTAL TO OTHER BID ITEMS. TEST STRIPS MUST

BE APPROVED BY CONTRACTING OFFICER BEFORE ANY OTHER SEAL COATING CAN BE PERFORMED.

2. CRACK SEALING SHALL BE COMPLETED PRIOR TO SEAL COAT.

3. CRACKS AROUND EXISTING TRENCH DRAIN, STORM DRAIN INLETS, CONCRETE CURB, AND CONCRETE PADS SHALL BE

SEALED PER DETAILS, THIS SHEET.

4. CONTRACTOR SHALL PROTECT ALL NON-ASPHALT AIRFIELD INFRASTRUCTURE (I.E. LIGHTS, STORM DRAIN INLETS, ETC.).

ANY DAMAGE SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM AND REPAIRED TO THE SATISFACTION OF THE

CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE.

5. ANY CRACKS ROUTED SHALL BE CLEANED AND SEALED IN THE SAME DAY.

6. PRIOR TO APPLICATION OF SEAL COAT, ALL CRACKS SEALED SHALL BE CURED AND APPROVED BY CONTRACTING OFFICER.

7. PRIOR TO APPLICATION OF SEAL COAT, ALL PAINT SHALL BE REMOVED BY THE CONTRACTOR. REMOVAL SHALL BE DONE IN

A MANNER WHICH DOES NOT DAMAGE PAVEMENT SURFACES. DAMAGE TO PAVEMENT SURFACES BY THE CONTRACTOR

SHALL BE REPAIRED PROMPTLY BY THE CONTRACTOR AT THEIR EXPENSE TO THE CONTRACTING OFFICER'S SATISFACTION.

8. IMMEDIATELY BEFORE APPLYING SEAL COAT, THE SURFACE TO BE TREATED SHALL BE SWEPT WITH A DRIVABLE POWER

BROOM WITH VACUUM TO REMOVE ALL LOOSE DIRT AND OTHER OBJECTIONABLE MATERIAL TO THE SATISFACTION OF THE

CONTRACTING OFFICER.

9. STRIPING OF PAVEMENT AFTER SEAL COAT SHALL BE PROVIDED AND PLACE PER MANUFACTURER'S RECOMMENDATION.

10. CONTRACTOR IS HEREBY MADE AWARE THAT PARTIAL OR FULL DEPTH AC PAVEMENT MAY BE REQUIRED IN AREAS.

CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER TO DETERMINE WHEN PARTIAL OR FULL DEPTH REPAIR IS

REQUIRED.

11. IN THE EVENT PARTIAL OR FULL DEPTH AC PAVEMENT REPAIR IS REQUIRED, CONTRACTOR SHOULD INSTALL PER DETAILS, SHEET 6.

12. PROTECT ALL SURFACE STRUCTURES IN PLACE AND SEAL JOINTS TO ADJACENT

MATERIAL.

APRON

TW-G

NATIONAL WEATHER

SERVICE

APRON MAINTENANCE 326,311 SF

PROTECT EXISTING

CONCRETE SLABS

SEAL AROUND PER

DETAIL, THIS SHEET

PROTECT EXISTING

TRENCH DRAIN

SEAL AROUND PER

DETAIL, THIS SHEET

EXISTING SURFACE

LESS THAN 1/2"

3/8"

1/8"

1/2" TO 1-1/2"

3/8"

1/8"

EXISTING SURFACE

CRACK SEAL

MATERIAL, P-605-2.1

BACKER ROD AS

NECESSARY, P605-2.2

FOR CRACKS 1/2" TO 1-1/2"

SCALE: N.T.S.

FOR CRACKS LESS THAN 1/2"

SCALE: N.T.S.

NOTES:

1. CRACKS GREATER THAN 1/2" SHALL NOT BE ROUTED.

2. CONTRACTOR MAY USE BACKER ROD IN CRACKS WITH WIDTH GREATER

THAN 1/2".

3. CONTRACTOR TO VERIFY QUANTITY/NEED FOR BACKER ROD.

PROTECT EXISTING

CURB & GUTTER

SEAL AROUND PER

DETAIL, THIS SHEET

PROTECT EXISTING

STORM DRAIN

SEAL AROUND PER

DETAIL, THIS SHEET

PROTECT EXISTING

STORM DRAIN

SEAL AROUND PER

DETAIL, THIS SHEET

1/8"

3/8"

VARIES

EXISTING AC

PAVEMENT SURFACE

CRACK SEAL

MATERIAL PER P-605-2.1

BACKER ROD AS

NECESSARY, PER

P-605-2.2

EXISTING PCC

PAVEMENT SURFACE

CONCRETE TO ASPHALT CRACK SEAL

SCALE: N.T.S.

1/8"

3/8"

VARIES

EXISTING AC

PAVEMENT SURFACE

CRACK SEAL

MATERIAL PER P-605-2.1

BACKER ROD AS

NECESSARY, PER

P-605-2.2

EXISTING METAL

GRATE SURFACE

METAL TO ASPHALT CRACK SEAL

SCALE: N.T.S.

NOTES:

1. EXISTING CRACK SEAL MATERIAL SHALL REMAIN IN PLACE.

2. CONTRACTOR TO PROTECT EXISTING CONCRETE EDGE. IF CONCRETE

EDGE IS DAMAGED, CONTRACTOR TO PROVIDE CLEAN EDGE AND

EPOXY AS NECESSARY. COORDINATE WITH CONTRACTING OFFICER.

3. EXISTING METAL GRATES INCLUDE TRENCH DRAIN, STORM DRAIN

INLETS, AND SUMPS. METAL GRATES SHALL BE CLEANED AND

REGALVANIZED AS NECESSARY, COORDINATE WITH CONTRACTING

OFFICER.

REPAIR EXISTING PCCP JOINTS

PER DETAIL, SHEET 6

REPAIR EXISTING PCCP JOINTS

PER DETAIL, SHEET 6

CRACK SEAL

MATERIAL, P-605-2.1

130.40'

130.59'

131.05'

40.60'

9.23'

PROTECT EXISTING

STEEL PLATE

SEAL AROUND PER

DETAIL, THIS SHEET

PROTECT EXISTING

CONCRETE, SEAL AROUND

PER DETAIL, THIS SHEET

PROTECT EXISTING

CURB & GUTTER

SEAL AROUND PER

DETAIL, THIS SHEET

SEAL AROUND

TIE DOWN (TYP.)

I

D

C O

C O

C O

C O

C O

C O

C O

CO

CO

C O

CO

CO

P

P

P

P

E

P

P

P

D

Y

H

I

I

I

D

D

T

T E

P

W

V

WV

WV

WV

W

V

WV

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

T

D

TD

TD

TD

TD

TD

TD

TD

TD

TD

TD

T

D

TD

T

D

TD

TD

W

W

W

C O

B

H

B

H

B

H

B

H

B

H

TOFA TOFA TOFA TOFA TOFA

TOFA TOFA TOFA TOFA

TOFA TOFA

TOFA TOFA TOFA

TOFA

T O

F A

T O

F A

T O

F A

T O

F A

T O

F A

T O

F A

T O

F A

TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFA

TOFA

TOFA

TOFA TOFA TOFA

TOFA

TOFA TOFA TOFA

TOFA

TOFA TOFA TOFA TOFA

TOFA

T O

F A

T O

F A

T O

F A

T O

F A

T O

F A

T O

F A

T O

F A

T O

F A

TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

TOFA TOFA TOFA TOFA

B

H

Sheet: 6 of 7

Drawn By:KDK

Designed By:WEH

Drawing Checked:TBM

Design Checked:DAJ

AFD TARMAC MAINTENANCE

STRIPING & TIE-DOWN PLAN

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

Morrison

Maierle

1055 Mount Avenue Missoula, MT 59801

Phone: 406.542.8880 Fax: 406.542.4801

NOTES:

1. PROJECT CONSISTS OF TWO APPLICATIONS OF PAVEMENT MARKINGS. THE FIRST SHALL BE REFERRED TO AS TEMPORARY PAVEMENT

MARKINGS AND SHALL BE APPLIED FOLLOWING COMPLETION OF PAVING. THE SECOND SHALL BE REFERRED TO AS FINAL PAVEMENT MARKINGS

AND SHALL BE APPLIED AFTER ASPHALT HAS PROPERLY CURED. TIMING OF FINAL PAVEMENT MARKING SHALL BE COORDINATED WITH THE

CONTRACTING OFFICER.

2. APRON SHALL REMAIN CLOSED TO TRAFFIC UNTIL TEMPORARY PAVEMENT MARKINGS HAVE BEEN INSTALLED. SEE CONSTRUCTION SAFETY &

PHASING PLAN FOR MORE INFORMATION ON OPENING AND CLOSING OF APRON.

3. TEMPORARY PAVEMENT MARKINGS SHALL BE WATER BASED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SHALL BE APPLIED AT A

MINIMUM 50% APPLICATION RATE WITH GLASS BEADS.

4. FINAL PAVEMENT MARKINGS SHALL BE EPOXY BASED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SHALL BE APPLIED AT A 100%

APPLICATION RATE WITH GLASS BEADS.

5. PAVEMENT MARKINGS SHALL BE 6" WIDE, UNLESS OTHERWISE DIRECTED BY CONTRACTING OFFICER.

6. CONTRACTOR SHALL VERIFY STRIPING AND TIE-DOWN LAYOUT WITH THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

7. UPON ESTABLISHMENT OF STRIPING AND TIE-DOWN LAYOUT, CONTRACTOR SHALL STRIPE BASED ON LAYOUT PROVIDED BY A 3RD PARTY

PROFESSIONALLY LICENSED SURVEYOR IN THE STATE OF MONTANA AT CONTRACTOR'S EXPENSE.

8. DIMENSIONS SHOWN FOR STRIPING ON THIS SHEET ARE APPROXIMATE AND MAY VARY SLIGHTLY FROM WAHT ACTUALLY EXISTS IN THE FIELD.

CONTRACTOR IS MADE AWARE THAT A NEW STRIPING LAYOUT MAY BE PROVIDED AND MAY VARY IN QUANTITY FROM EXISTING PAVEMENT

MARKINGS BY UP TO 15%.

M

S F

A

R

C

O N

T R

A C

T

A

R

M A

C

R

E C

O N

A

C A

D S

H E

E T

S M

A I N

T E

N A

N C

E

P

R O

J E

C T

R

I P

I N

E

D

O W

N

P

L A

N D

O

T T

T

O B

Y

M

C C

L U

E

O

N

F e b

SCALE IN FEET

100500

HORIZONTAL SCALE

100% ISSUED FOR CONSTRUCTION

05/05/2020

676.4'

130.8'

329.4'

169.8' 98.5'

170.7'

98.3'

67.0'

79.6'

71.0'

72.7'

69.1'

46.3'

57.4'

R= ~75'

R= ~75'

R= ~40'

R= ~40'

22.0'

12.5'

R= ~175'

R= ~10'

R= ~20'

R= ~12'

TIE DOWN (TYP.)

TIE DOWN (TYP.)

223.3'

DELPATCH OR APPROVED EQUAL

2" MIN

SEE NOTE 3

SAWCUT

REMOVE EX. CONCRETE

CLEAN SURFACE AFTER CONCRETE

REMOVAL BY SAND BLASTING PER

MANUFACTURER'S RECOMMENDATIONS

PREFORMED COMPRESSION JOINT SEAL

EX. CONCRETE

Sheet: 7 of 7

Drawn By:KDK

Designed By:WEH

Drawing Checked:TBM

Design Checked:DAJ

AFD TARMAC MAINTENANCE

DETAILS

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

Morrison

Maierle

1055 Mount Avenue Missoula, MT 59801

Phone: 406.542.8880 Fax: 406.542.4801

NOTES:

1. CONTRACTOR SHALL VERIFY EXISTING AC PAVEMENT AREA FOR PARTIAL SECTION REPAIR WITH CONTRACTING

OFFICER.

2. MILL 2" OF EXISTING ASPHALT IN AREA DEFINED FOR PARTIAL SECTION REPAIR.

3. PLACE MILLINGS IN DESIGNATED AREAS LOCATED WITHIN THE USFS BOUNDARY OR MISSOULA AIRPORT BOUNDARY.

COORDINATE WITH CONTRACTING OFFICER PRIOR TO MILLING FOR PLACEMENT LOCATIONS.

4. CLEAN SURFACE AND INSTALL PAVING FABRIC IN AREA PRIOR TO 2" PAVEMENT OVERLAY.

5. WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

M

S F

A

R

C

O N

T R

A C

T

A

R

M A

C

R

E C

O N

A

C A

D S

H E

E T

S M

A I N

T E

N A

N C

E

P

R O

J E

C T

T

A I L

S D

O

T T

T

O B

Y

M

C C

L U

E

O

N

F e b

100% ISSUED FOR CONSTRUCTION

05/05/2020

2"

NEW AC PAVEMENT P-401 (TYP.)

EXISTING AC PAVEMENT

EXISTING AC PAVEMENT (TYP.)

PAVING FABRIC

P-607(A) (TYP.)

EXISTING BASECOURSE (TYP.)

PARTIAL AC PAVEMENT SECTION REPAIR

SCALE: N.T.S.

VARIES

VARIES

SEPARATION GEOTEXTILE (TYP.)

NEW AC PAVEMENT P-401 (TYP.)

BASE COURSE P-208 (TYP.)

COMPACT TO 100% OF ASTM D698

8" MIN.

MATCH EXISTING WHERE

THICKER SECTION EXISTS

VARIES, MATCH EXISTING

ADJUST AS NECESSARY

PER ASPHALT THICKNESS

GEOGRID (TYP.)

NOTES:

1. CONTRACTOR TO VERIFY EXISTING AC PAVEMENT AREA FOR FULL SECTION REPAIR WITH CONTRACTING OFFICER.

2. CONTRACTOR SHALL REMOVE ALL MATERIAL FROM AREA DESIGNATED FOR FULL SECTION REPAIR AND OVER EXCAVATE 12" PAST EXISTING GRAVEL SECTION.

3. PLACE MILLINGS IN DESIGNATED AREAS LOCATED WITHIN THE USFS BOUNDARY OR MISSOULA AIRPORT BOUNDARY. COORDINATE WITH CONTRACTING OFFICER PRIOR

TO MILLING FOR PLACEMENT LOCATIONS.

4. ASPHALT THICKNESS SHALL BE A MINIMUM OF 8". IF EXISTING SECTION IS GREATER, MATCH EXISTING ASPHALT THICKNESS. ADJUST P-208 GRAVEL SECTION AS

NECESSARY WHEN ASPHALT THICKNESS INCREASES FROM EXISTING.

5. REPLACE EXCAVATED MATERIAL WITH BASE COURSE (P-208) TO FULL DEPTH OF EXCAVATION.

6. UPON EXCAVATION, IF GRAVEL LARGER THAN P-208 IS OBSERVED, CONTRACTOR MAY PROPOSE TO REPLACE MATCHING DEPTH OF MATERIAL WITH SUBBASE COURSE

(P-154) PER APPROVAL BY CONTRACTING OFFICER.

7. GEOTEXTILE SHALL BE PER SPECIFICATION 154-2.3. GEOGRID SHALL BE PER SPECIFICATION 154-2.4.

8. GEOTEXTILE AND GEOGRID TO BE OVERLAPPED PER MANUFACTURER'S RECOMMENDATION.

FULL ASPHALT SECTION REPAIR

SCALE: N.T.S.

EXISTING SUBGRADE (TYP.)

12"

1/4"

1/2" SAWCUT MIN. (WIDTH TO

MATCH EXISTING CONSTRUCTION

AND MANUFACTURER RECOMMENDATION)

DEPTH AS RECOMMENDED

BY JOINT SEALANT

MANUFACTURER

1/4" CHAMFER

(BOTH SIDES)

1/8" SAWCUT

PREFORMED

ELASTOMERIC

JOINT

4"

NOTE:

1. CONTRACTOR SHALL REMOVE EXISTING JOINT SEALANT, AS

NECESSARY. COORDINATE WITH CONTRACTING OFFICER.

2. CONTRACTOR SHALL PROTECT EXISTING CONCRETE

CHAMFER. IF CONCRETE EDGE IS DAMAGED, CONTRACTOR

TO REPAIR IN ACCORDANCE WITH CONCRETE SPALL REPAIR

DETAIL, THIS SHEET.

EXISTING PCCP JOINT REPAIR

SCALE: N.T.S.

APPLY TACK COAT, P-603 (TYP.)

EXISTING AC PAVEMENT

APPLY TACK COAT, P-603 (TYP.)

EXISTING PCC PAVEMENT

OR CONCRETE STRUCTURE

APPLY TACK COAT

P-603 (TYP.)

VARIES

NEW AC PAVEMENT

P-401 (TYP.)

NOTE:

1. CONTRACTOR SHALL APPLY TACK COAT ALONG ENTIRE FACE OF CONCRETE AND

EXISTING AC PAVEMENT WHERE NEW AC PAVEMENT TIES IN.

PCCP TO AC PAVEMENT CONNECTION

SCALE: N.T.S.

EXISTING METAL GRATE

SEE NOTE 2

APPLY TACK COAT

P-603 (TYP.)

VARIES

NEW AC PAVEMENT

P-401 (TYP.)

NOTE:

1. CONTRACTOR SHALL APPLY TACK COAT ALONG ENTIRE FACE OF METAL WHERE

NEW AC PAVEMENT TIES IN.

2. EXISTING METAL GRATES INCLUDE TRENCH DRAIN, STORM DRAIN INLETS, PLATES,

AND SUMPS. COORDINATE WITH CONTRACTING OFFICER FOR DETERMINATION OF

METAL GRATES TO BE CLEANED AND REFINISHED. CLEANING AND REFINISHING

SHALL BE PER THE SOCIETY FOR PROTECTIVE COATINGS WHITE METAL BLAST

SPECIFICATION, SSPC-SP5.

METAL TO AC PAVEMENT CONNECTION

SCALE: N.T.S.

NOTES:

1. REPAIR MATERIAL SHALL BE PLACED TO ALLOW FOR INSTALLATION OF COMPRESSION SEAL.

2. SAWCUT SHALL EXTEND THROUGH THE CORNER TO ALLOW A MINIMUM 2" DEPTH IN THE CORNER. OVER

CUT BY SAW BLADE SHALL BE FILLED WITH DELPATCH OR OTHER APPROVED EQUAL SEALANT,

CONSIDERED INCIDENTAL TO SPALL REPAIR.

3. THE MINIMUM REMOVAL DEPTH IS 2". SOME LOCATIONS MAY REQUIRE DEEPER REMOVAL TO SOUND

CONCRETE.

CONCRETE SPALL REPAIR

SCALE: N.T.S.

EXISTING AC PAVEMENT

P-401 (TYP.)

PAVING FABRIC

P-607(A) (TYP.)

JOINT SEALANT P-605-2.1

SEAL AS NECESSARY

PAVING FABRIC

P-607(A) (TYP.)

JOINT SEALANT P-605-2.1

SEAL AS NECESSARY

EXISTING AC PAVEMENT

P-401 (TYP.)

HELIPAD ROAD, PARKING LOT, AND ACCESS

MILLINGS PLACEMENT DETAIL

SCALE: N.T.S.

3" ASPHALT

MILLINGS

EXISTING MATERIAL

NOTE:

1. PRIOR TO PLACEMENT CONTRACTOR SHALL PROVIDE TEST PATCH AND OBTAIN

APPROVAL FROM CONTRACTING OFFICER PER SPECIFICATION.

2. CONTRACTOR SHALL SHAPE GRAVEL BASE TO A UNIFORM SURFACE WITH

CONSISTENT GRADES DRAINING AWAY FROM STRUCTURES.

3. CONTRACTOR SHALL WORK WITH THE C.O. TO DEVELOP DRAINAGE TOWARDS

EXISTING FLOW PATHS AS NECESSARY BASED ON HOW THE EXISTING AREA

CURRENTLY FUNCTIONS.

4. CONTRACTOR SHALL EXCAVATE AS NECESSARY TO PROVIDE SMOOTH TRANSITIONS

ON TO AND OFF OF MILLINGS.

5. ASPHALT MILLINGS SHALL BE MAXIMUM SIZE IN ACCORDANCE WITH P-101.

6. ASPHALT MILLINGS SHALL BE MIXED WITH CHEMICAL REJUVENATING AGENT PRIOR

TO PLACEMENT. ADDITIONAL REJUVENATING AGENT WILL BE REQUIRED ONCE

MILLINGS ARE COMPACTED IN PLACE.

7. ASPHALT MILLINGS SHALL BE COMPACTED TO 95% PER ASTM D698.

PROVIDE MINIMUM 1% GRADE TO

DRAIN AWAY FROM STRUCTURE