Attachment_2_-_02_Drawings_C1.0_-C9.7.pdf

6'

6'

POINT #

CP-10997

CP-10998

CP-10999

CP-11000

CP-11001

CP-11002

CP-11003

NORTHING

1637330.70

1637457.06

1637618.98

1637745.64

1637575.84

1637510.76

1637322.22

EASTING

1463558.18

1463634.13

1463680.55

1463517.87

1463379.35

1463258.94

1463453.86

ELEVATION

6247.39

6245.00

6242.14

6246.06

6246.34

6246.46

6248.65

DESCRIPTION

SET-NAIL

SET-RPC

SET-RPC

SET-NAIL

SET-NAIL

SET-NAIL

SET-NAIL

06.10.2016

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DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

CONSULTING ENGINEERS

& LAND SURVEYORS

C. ANDERSON

C. KELLER

C. KELLER

REVISIONS

www.aearchitects.com

PROJECT No 0 1 2 3 4 5 6 7 8 9 10 inches

14070.00

C O

N

ST

R U

C T

IO

N

D O

C U

M

EN

T S

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

ARCHITII ECTSPC

71865

- PHASE 1

YELLOWSTONE NATIONAL PARK, WYOMING

CONTOUR INTERVAL = 1'

CONTROL POINT COORDINATES

C1.0

CONTROL POINT COORDINATES

C1.2 : C1.2

1" = 40'

NORTH

G R

AN

D

LO

O

P R O

AD

NORTH ENTRANCE ROAD

MAJOR CONTOUR

MINOR CONTOUR

EDGE OF ROAD

TOP OF CURB

FLOWLINE

TREE

GRASS AREA

GRAVEL AREA

SIGN

SEWER MANHOLE

WATER MANHOLE

IRRIGATION VALVE

WATER SPRINKLER

ELECTRIC MANHOLE

ELECTRIC TRANSFORMER

FIRE HYDRANT

BOLLARD POST

CONTROL POINT

ROCK

PUBLIC TELEPHONE

TABLE

SHRUB

PROPANE TANKS

STREET LIGHTS

LEGEND

UGU UGU UGU

NG NG

EW EW

ES

UGP

EXISTING UTILITY

EXISTING NATURAL GAS

EXISTING WATER

EXISTING SEWER

EXISTING POWER

EXISTING TUNNEL

POST INDICATOR VALVE

GAS METER

W

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

E S

S

S

S

UGP

W W

W

S

S

S

06.10.2016

TECH. REVIEW:

DATE:

SHEET

OFPKG3

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

CONSULTING ENGINEERS

& LAND SURVEYORS

C. ANDERSON

C. KELLER

C. KELLER

REVISIONS

www.aearchitects.com

PROJECT No 0 1 2 3 4 5 6 7 8 9 10 inches

14070.00

C O

N

ST

R U

C T

IO

N

D O

C U

M

EN

T S

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

ARCHITII ECTSPC

71865

- PHASE 1

YELLOWSTONE NATIONAL PARK, WYOMING

CONTOUR INTERVAL = 1'

NORTH ENTRANCE ROAD

SITE PHASING PLAN

G R

AN

D

LO

O

P R O

AD

C1.1

CONSTRUCTION LIMITS PHASE 1

CONSTRUCTION LIMITS PHASE 2

PHASING LEGEND

CONSTRUCTION LIMITS

(PHASE 1)

CONSTRUCTION LIMITS

(PHASE 1)

CONSTRUCTION LIMITS

(PHASE 1)

CONSTRUCTION LIMITS

(PHASE 2)

SITE PHASING PLAN

C1.1 : C1.1

1" = 30'

NORTH

djohnson Line djohnson Line djohnson Text Box Please match Architectural for construction limits.

djohnson Arrow djohnson Text Box X djohnson Text Box X djohnson Arc djohnson Arc djohnson Line djohnson Line

EDGE OF ROAD

TOP OF CURB

FLOWLINE

TREE

GRASS AREA

GRAVEL AREA

SIGN

SEWER MANHOLE

WATER MANHOLE

IRRIGATION VALVE

WATER SPRINKLER

ELECTRIC MANHOLE

ELECTRIC TRANSFORMER

FIRE HYDRANT

BOLLARD POST

CONTROL POINT

ROCK

PUBLIC TELEPHONE

TABLE

SHRUB

PROPANE TANKS

STREET LIGHTS

LEGEND

UGU UGU

NG NG

EW

ES

UGP

EXISTING UTILITY

EXISTING NATURAL GAS

EXISTING WATER

EXISTING SEWER

EXISTING POWER

EXISTING TUNNEL

POST INDICATOR VALVE

GAS METER

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

6'

6'

UGP

06.10.2016

TECH. REVIEW:

DATE:

SHEET

OFPKG3

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

CONSULTING ENGINEERS

& LAND SURVEYORS

C. ANDERSON

C. KELLER

C. KELLER

REVISIONS

www.aearchitects.com

PROJECT No 0 1 2 3 4 5 6 7 8 9 10 inches

14070.00

C O

N

ST

R U

C T

IO

N

D O

C U

M

EN

T S

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

ARCHITII ECTSPC

71865

- PHASE 1

YELLOWSTONE NATIONAL PARK, WYOMING

CONTOUR INTERVAL = 1'

NORTH ENTRANCE ROAD

SITE DEMOLITION PLAN

EXISTING EDGE OF ROAD, TYP.

EXISTING SEWER MAIN, TYP.

G R

AN

D

LO

O

P R O

AD

C1.2

REMOVE EXISTING

PAY PHONE, 2 EA.

REMOVE EXISTING TREES

AND SHRUB INCLUDING ALL

ROOTS

SAWCUT AND REMOVE EXISTING

ASPHALT PAVEMENT AT

LIMITS SHOWN (1,146 SF)

REMOVE EXISTING

BOLLARDS, TYP. (3 EA.)

REMOVE EXISTING CONCRETE

PAVEMENT AT LIMITS SHOWN

(921 SF)

REMOVE EXISTING LANDSCAPE

AT LIMITS SHOWN (295 SF)

REMOVE EXISTING SIGN

ASPHALT PAVEMENT TO BE REMOVED

CONCRETE SIDEWALK TO BE REMOVED

LANDSCAPING TO BE REMOVED

EXISTING IRRIGATION LINE AND

SPRINKLER HEADS

DEMOLITION LEGEND

SAWCUT REMOVE AND REPLACE

EXISTING CONCRETE CURB (50 LF)

SAWCUT AND REMOVE EXISTING

CONCRETE CURB (35 LF)

CONTRACTOR TO REPLACE

ANY DISTURBED LANDSCAPE

TURF AREA WITH NEW SOD

REMOVE AND REPLACE

EXISTING STREET SIGN

REMOVE AND REPLACE

EXISTING ADA SIGN

SAWCUT REMOVE AND REPLACE

EXISTING ASPHALT PAVEMENT AT

LIMITS SHOWN (4,417 SF)

SAWCUT REMOVE AND REPLACE

EXISTING ASPHALT PAVEMENT AT

LIMITS SHOWN 4,960 SF)

SAWCUT AND REMOVE EXISTING

CONCRETE SIDEWALK (2,268 SF)

REMOVE AND REPLACE

EXISTING CONCRETE MEDIAN

(256 SF)

REMOVE AND RE-USE EXISTING

TRASH RECEPTACLES, 5 EA.

EXISTING UNDER

GROUND UTILITY

TUNNEL

EXISTING IRRIGATION LINE AND

SPRINKLER HEADS TO BE REMOVED AND

RELOCATED TO ACCOMMODATE THE NEW

BUILDING AND SIDEWALK ADDITIONS

SAWCUT AND REMOVE EXISTING

CONCRETE CURB (20 LF)

SITE DEMOLITION PLAN

C1.2 : C1.2

1" = 30'

NORTH

EXISTING UNDER GROUND UTILITY

TUNNEL (APPROX. 4' DEPTH)

djohnson Text Box Keep This Tree per Owner - Indicate protection of root zone at drip line from all construction activities.

EDGE OF ROAD

TOP OF CURB

FLOWLINE

TREE

GRASS AREA

GRAVEL AREA

SIGN

SEWER MANHOLE

WATER MANHOLE

IRRIGATION VALVE

WATER SPRINKLER

ELECTRIC MANHOLE

ELECTRIC TRANSFORMER

FIRE HYDRANT

BOLLARD POST

CONTROL POINT

ROCK

PUBLIC TELEPHONE

TABLE

SHRUB

PROPANE TANKS

STREET LIGHTS

LEGEND

UGU UGU UGU

NG NG

EW EW

ES

UGP

EXISTING UTILITY

EXISTING NATURAL GAS

EXISTING WATER

EXISTING SEWER

EXISTING POWER

EXISTING TUNNEL

POST INDICATOR VALVE

GAS METER

W

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

EW

S

S

S

6'

6'

UGP

W W

W

S

S

S

06.10.2016

TECH. REVIEW:

DATE:

SHEET

OFPKG3

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

CONSULTING ENGINEERS

& LAND SURVEYORS

C. ANDERSON

C. KELLER

C. KELLER

REVISIONS

www.aearchitects.com

PROJECT No 0 1 2 3 4 5 6 7 8 9 10 inches

14070.00

C O

N

ST

R U

C T

IO

N

D O

C U

M

EN

T S

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

ARCHITII ECTSPC

71865

- PHASE 1

YELLOWSTONE NATIONAL PARK, WYOMING

CONTOUR INTERVAL = 1'

NORTH ENTRANCE ROAD

CIVIL SITE PLAN

EXISTING CURB & GUTTER, TYP.

EXISTING EDGE OF ROAD, TYP.

2' WIDE ASPHALT

REMOVAL & PATCH

(76 SF)

NEW ASPHALT PARKING LOT

(3,450 SF)

SEE DETAIL 16, SHEET C9.7

NEW CONCRETE

SIDEWALK (900 SF)

SEE DETAILS 11,

SHEET C9.6

NEW 4" DOMESTIC

WATER SERVICE

SEE PLAN & PROFILE

SHEET C9.1

EXISTING WATER MAIN, TYP.

FIBER OPTIC LINE

(TO BE CONSTRUCTED

PRIOR TO THIS PROJECT)

EXISTING SEWER MAIN, TYP.

NEW CONCRETE SIDEWALK

& REAR ENTRY PAD (1,693 SF)

SEE DETAIL 11, SHEET C9.6

G R

AN

D

LO

O

P R O

AD

EXISTING

PORTE-COCHÈRE

AREA

EXISTING FIRE

HYDRANT, TYP.

NEW BUILDING

ADDITION

C1.3

DELIVERY TRUCK LOADING ZONE PARKING

SEE SHEET C1.8

NEW SEWER SERVICE

SEE PLAN & PROFILE

SHEET 9.3

ABANDON EXISTING

SEWER SERVICE

IN PLACE

ABANDON EXISTING

SEWER SERVICE IN PLACE

SEE PLAN AND PROFILE

SHEET C9.3

PRE-CAST CONCRETE SUMP

SEE DETAIL 14, SHEET C9.5

PRE-CAST CONCRETE SUMP

SEE DETAIL 14, SHEET C9.5

NEW 6" THICK CONCRETE SIDEWALK (1,814 SF)

SEE GRADING SECTION 11, SHEET C1.7

EXISTING UNDER GROUND UTILITY

TUNNEL (APPROX. 4' DEPTH)

NEW SOD PLACEMENT

PROPOSED FEATURES LEGEND

NEW ASPHALT PARKING AND

DROP OFF AREA (4,662 SF)

SEE DETAIL 16, SHEET C9.7

NEW 8" DUCTILE IRON

FIRE SERVICE LINE

SEE PLAN & PROFILE

SHEET C9.1

NEW 8" POST

INDICATOR VALVE

SEE DETAIL 6, SHEET

C9.2

NEW CONCRETE SPILL CURB (108 LF)

SEE DETAIL 16, SHEET C9.6

NEW CONCRETE MEDIAN (332 SF)

SEE DETAIL 15, SHEET C9.7

SAWCUT AND MATCH

EXISTING ASPHALT

PAVEMENT AT LIMITS

SHOWN

SAWCUT AND MATCH EXISTING

ASPHALT PAVEMENT AT LIMITS

SHOWN

SAWCUT AND MATCH EXISTING

CONCRETE SIDEWALK

SITE PLAN

C1.3 : C1.3

1" = 30'

NORTH

CONCRETE "L" CURB

SEE DETAIL 16,

SHEET C9.6

CURB RAMP

SEE DETAIL 13, C9.6

NEW CONCRETE SIDEWALK (45 SF)

SEE DETAILS 14, SHEET C9.6

NEW ASPHALT

NEW CONCRETE SIDEWALK

djohnson Text Box

TREE TO REMAIN

djohnson Ellipse

06.10.2016

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PKG1

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DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

CONSULTING ENGINEERS

& LAND SURVEYORS

C. ANDERSON

C. KELLER

C. KELLER

REVISIONS

www.aearchitects.com

PROJECT No 0 1 2 3 4 5 6 7 8 9 10 inches

14070.00

C O

N

ST

R U

C T

IO

N

D O

C U

M

EN

T S

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

ARCHITII ECTSPC

71865

- PHASE 1

YELLOWSTONE NATIONAL PARK, WYOMING

EXISTING EDGE

OF ROAD, TYP.

MATCH EXISTING

SIDEWALK

RETAIN AND PROTECT

EXISTING FIRE

HYDRANT AND VALVES

CONTOUR INTERVAL = 1'

GRADING PLAN

C1.4

1. SEE SHEET C1.6 FOR STAKING POINT TABLE

2. REPAIR IN KIND ALL AREAS DAMAGED BY

CONSTRUCTION.

3. FULL HEIGHT CURB FACE (6") UNLESS OTHERWISE

NOTED.

4. RELOCATE AND REPAIR EXISTING IRRIGATION

SYSTEM IMPACTED BY CONSTRUCTION. PROVIDE

CONDUIT IRRIGATION SLEEVES TO ALL

LANDSCAPE ISLANDS.

5. CONTRACTOR TO FIELD VERIFY EXISTING

FINISHED FLOOR ELEVATION PRIOR TO

CONSTRUCTION.

DRAINAGE GRADE ARROWS

EXISTING

ASPHALT ROAD

NEW EDGE OF

BUILDING ADDITION

2' WIDE ASPHALT

REMOVAL & PATCH

C1.7

SIDEWALK

GRADING SEE

SHEET C1.5

-1 .8

-2

-2 .3

-1 .4

-0.6%

-8%

-0.9%

-1.8%

-1.8%

-1.8%

-5.4%

-1 .8

-0.6%

-0.8%

-1 .8

M

AX

GRADING PLAN

C1.4 : C1.4

1" = 20'

NORTH

5'

5'

5'

5'

5'

EXISTING UNDER GROUND UTILITY

TUNNEL (APPROX. 4' DEPTH)

-2.5%

-1.3%

-0.9%

10' (TYP)

10' (TYP)

06.10.2016

TECH. REVIEW:

DATE:

SHEET

OFPKG3

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

CONSULTING ENGINEERS

& LAND SURVEYORS

C. ANDERSON

C. KELLER

C. KELLER

REVISIONS

www.aearchitects.com

PROJECT No 0 1 2 3 4 5 6 7 8 9 10 inches

14070.00

C O

N

ST

R U

C T

IO

N

D O

C U

M

EN

T S

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

ARCHITII ECTSPC

71865

- PHASE 1

YELLOWSTONE NATIONAL PARK, WYOMING

CONTOUR INTERVAL = 1'

GRADING PLAN

C1.5

1. SEE SHEET C1.6 FOR STAKING POINT TABLE

2. REPAIR IN KIND ALL AREAS DAMAGED BY CONSTRUCTION.

3. FULL HEIGHT CURB FACE (6") UNLESS OTHERWISE NOTED.

4. RELOCATE AND REPAIR EXISTING IRRIGATION SYSTEM IMPACTED BY

CONSTRUCTION. PROVIDE CONDUIT IRRIGATION SLEEVES TO ALL

LANDSCAPE ISLANDS.

5. CONTRACTOR TO FIELD VERIFY EXISTING FINISHED FLOOR ELEVATION

PRIOR TO CONSTRUCTION.

DRAINAGE GRADE ARROWS

MATCH EXISTING

SIDEWALK

-1.8%

-1 .8

-1.8%

C1.7

-2 .6

-1.8%

-1 .8

-2.0%

NEW 6" THICK REINFORCED CONCRETE

SIDEWALK SEE SECTION 11, SHEET C9.6

NEW 4" ASPHALT CONCRETE

NEW CONCRETE MEDIAN

-1.7%

-1 .8

0" CURB

FACE

0" CURB

FACE

NEW 4" THICK CONCRETE

SIDEWALK (5' WIDTH)

-2.7%

EXPANSION JOINT (TYP)

CONTROL JOINT (TYP) EXPANSION

JOINT (TYP)

-1.8% -2.1%

-1.1% -1.4%

-2.1%

-1.1%

1.3%

-2.9%

-1.4%

-1.5%

-1.1%

-1 .7

-1 .4

WEST SIDEWALK & PORTE-COCHERE GRADING DETAIL

C1.6 : C1.6

1" = 10'

NORTH

4'

EXISTING UNDER GROUND UTILITY

TUNNEL (APPROX. 4' DEPTH)

DATE:

SHEET

OFPKG3

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

CONSULTING ENGINEERS

& LAND SURVEYORS

C. ANDERSON

C. KELLER

C. KELLER

REVISIONS

www.aearchitects.com

PROJECT No 0 1 2 3 4 5 6 7 8 9 10 inches

14070.00

C O

N

ST

R U

C T

IO

N

D O

C U

M

EN

T S

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

ARCHITII ECTSPC

71865

- PHASE 1

YELLOWSTONE NATIONAL PARK, WYOMING

GRADING POINTS

C1.6

TBC = TOP-BACK-OF-CURB

FG = FINISHED GROUND

GRADING POINTS

C1.6 : C1.6

10'-9"

BUILDING

ENTRANCE

EL = 6246.55 FT

FINISHED FLOOR

(SEE NOTE 1 THIS SHEET)

2'-0"

CONCRETE SIDEWALK

-2.3%

CONCRETE CURB LAYDOWN

SEE DETAIL 13, SHEET C9.6

EL = 6246.30

TOP BACK

OF CURB TO BE PAVED AS PART OF PHASE 2

ASPHALT PAVEMENT

21'-0"

BUILDING

ENTRANCE

EL = 6249.80 FT

FINISHED FLOOR

(SEE NOTE 1 THIS SHEET)

2'-0"

APPROXIMATELY(-1.4%)

CONCRETE SPILL CURB LAYDOWN

EL = 6249.50

TOP BACK

OF CURB

18'-0" 4'-0" 20'-0"

FOOTING DETAIL SEE STRUCTURAL

PLANS

APPROXIMATELY(-1.8%) APPROXIMATELY(-2.0%)

6" REINFORCED CONCRETE SLAB WITH

#4 REBAR @ 18" O.C. EACH WAY

6"

6"

6" X 18" CONCRETE

RIBBON CURB

6" REINFORCED CONCRETE MEDIAN WITH

#4 REBAR @ 12" O.C. EACH WAY

06.10.2016

TECH. REVIEW:

DATE:

SHEET

OFPKG3

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

CONSULTING ENGINEERS

& LAND SURVEYORS

C. ANDERSON

C. KELLER

C. KELLER

REVISIONS

www.aearchitects.com

PROJECT No 0 1 2 3 4 5 6 7 8 9 10 inches

14070.00

C O

N

ST

R U

C T

IO

N

D O

C U

M

EN

T S

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

ARCHITII ECTSPC

71865

- PHASE 1

YELLOWSTONE NATIONAL PARK, WYOMING

C1.7

ENTRANCE SECTION DETAILS

SOUTHERN BUILDING ENTRANCE SECTION

C1.5 : C1.7

NOT TO SCALE

NORTHERN BUILDING ENTRANCE SECTION

C1.4 : C1.7

NOT TO SCALE

6" DEPTH AGGREGATE BASE

COURSE (COMPACT TO 95%

OF PROCTOR DENSITY.)

1. CONTRACTOR TO FIELD VERIFY EXISTING

FINISHED FLOOR ELEVATION PRIOR TO

CONSTRUCTION.

UGP

UGP

5'

5'

5'

5'

9'

R7.5'

R 10'

R 5'

R 5'

R5'

R5.5'

R11.5'

R 5'

R4'

R10'

R8'

R12.5'

R5.5

R20'

R20' R8'

06.10.2016

TECH. REVIEW:

DATE:

SHEET

OFPKG3

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

CONSULTING ENGINEERS

& LAND SURVEYORS

C. ANDERSON

C. KELLER

C. KELLER

REVISIONS

www.aearchitects.com

PROJECT No 0 1 2 3 4 5 6 7 8 9 10 inches

14070.00

C O

N

ST

R U

C T

IO

N

D O

C U

M

EN

T S

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

ARCHITII ECTSPC

71865

- PHASE 1

YELLOWSTONE NATIONAL PARK, WYOMING

CONTOUR INTERVAL = 1'

PARKING AND SITE LAYOUT PLAN

(14) SPA. @ 9' WIDE = 126' (1,134 SF)

9' TYP.

.5

' T

YP

C1.8

(1 ) P

ARALL

EL S

PA. @

' L

ONG

EXISTING CURB & GUTTER, TYP.

LANDSCAPING

AREA

EXISTING ASPHALT ROAD

EXISTING EDGE OF ROAD, TYP.

NEW EDGE OF

BUILDING ADDITION

2' WIDE ASPHALT

REMOVAL & PATCH

NEW CONCRETE SIDEWALK ACCESSIBLE

PARKING SPACE (2)

SEE DETAIL 11,

SHEET C9.7

ACCESSIBLE PARKING SIGN (2), TYP

SEE DETAIL 7, SHEET C9.7

CONCRETE 'L' CURB, TYP.

MATCH EXISTING

SIDEWALK

CROSSWALK MARKING

WHITE EPOXY

SEE DETAIL 18, SHEET C9.7

NEW CONCRETE SIDEWALK

LOADING ZONE

PARALLEL PARKING

SPACE

LOADING ZONE

SIGN SEE DETAIL 7,

SHEET C9.7

CONCRETE 'L' CURB, TYP.

LANDSCAPING

AREA

LANDSCAPING

AREA

MATCH EXISTING

SIDEWALK

CURB RAMP

CURB RAMP

EXISTING UNDER GROUND

UTILITY TUNNEL

NEW PORTE-COCHERE HARDSCAPE

.5

' T

YP

9' TYP.

PARKING AND SITE LAYOUT PLAN

C1.8 : C1.8

1" = 10'

NORTH

-0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10

MAMMOTH

HOTEL

ADDITION

(103 LF) 4" ∅

C900 PVC PIPE

WATER SERVICE

D E

P

TH

U N

K N

O W

N

6' M

IN

B

U R

Y

B

LD

G

STA 0+73

4" GATE VALVE FINAL LOCATION TO

BE DETERMINEDIN THE FIELD BY THE

CONCTRACTING OFFICER

STA 1+03, TEE EXISTING 8" ∅ DUCTILE IRON

PIPE WATER MAIN, SEE CONNECTION DETAIL

(SEE NOTE 1 THIS SHEET)

STA: 0+00

INVERT ELEV: 6241.57

EXISTING

GROUND

NATURAL GAS LINE CROSSING

STA: 0+17.68 (EST.)

EXISTING SEWER CROSSING

STA: 0+24.53 (EST.)

UNDERGROUND POWER

UTILITY CROSSING

STA: 0+60.44 (EST.)

UNDERGROUND POWER

UTILITY CROSSING

STA: 0+94.24 (EST.)

UNDERGROUND POWER

UTILITY CROSSING

STA: 0+87.79 (EST.)

MAMMOTH

HOTEL

ADDITION

D E

P

TH

U N

K N

O W

N

6' M

IN

B

U R

Y

B

LD

G

STA: 0+00

INVERT ELEV: 6241.05

EXISTING

GROUND

8" GATE VALVE

NATURAL GAS LINE CROSSING

STA: 0+12.00 (EST.)

EXISTING SEWER

CROSSING

STA: 0+15.06 (EST.)

EXISTING UNKNOWN

UTILITY CROSSING

STA: 0+55.53 (EST.)

UNDERGROUND POWER

UTILITY CROSSING

STA: 0+90.04 (EST.)

(99 LF) 8" ∅

DUCTILE IRON PIPE

FIRE SUPPRESSION

WATER SERVICEUNDERGROUND POWER

UTILITY CROSSING

STA: 0+83.40 (EST.)

STA 0+38.55

8" POST INDICATOR VALVE

FINAL LOCATION TO BE DETERMINED IN THE

FIELD BY THE CONCTRACTING OFFICER

-0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10

STA 0+99, TEE EXISTING 8" ∅ DUCTILE IRON

PIPE WATER MAIN, SEE CONNECTION DETAIL

(SEE NOTE 1 THIS SHEET)

06.10.2016

TECH. REVIEW:

DATE:

SHEET

OFPKG3

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

CONSULTING ENGINEERS

& LAND SURVEYORS

C. ANDERSON

C. KELLER

C. KELLER

REVISIONS

www.aearchitects.com

PROJECT No 0 1 2 3 4 5 6 7 8 9 10 inches

14070.00

C O

N

ST

R U

C T

IO

N

D O

C U

M

EN

T S

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

ARCHITII ECTSPC

71865

- PHASE 1

YELLOWSTONE NATIONAL PARK, WYOMING

EXISTING 8"Ø

DUCTILE IRON PIPE

(CONTRACTOR TO

VERIFY SIZE,

LOCATION &

DEPTH)

10'

E X

IS

TI

N G

R O

A D

SEE BUILDING

MECHANICAL

DRAWINGS

NEW 4" C900 PVC

WATER SERVICE

LINE STA 1+03±, 8"x8"x4" TEE

CONNECT TO EXISTING

WATER MAIN SEE DETAIL

8, SHEET C9.2

STA 0+73

4" GATE VALVE

FINAL LOCATION TO BE

DETERMINED IN THE FIELD

BY THE CONTRACTING

OFFICER SEE DETAIL 14,

SHEET C9.2

PROVIDE FLEXIBLE

COUPLER AT

CONNECTION TO

BUILDING LINE

C9.1

WATER PLAN AND PROFILE

EXISTING SEWER SERVICE

TO BE ABANDONED

SEE SEWER PLAN SHEET C9.3

EXISTING 8"Ø DUCTILE

IRON PIPE

(CONTRACTOR TO

VERIFY SIZE, LOCATION

& DEPTH)

10'

E X

IS

TI

N G

R O

A D

SEE BUILDING

MECHANICAL

DRAWINGS

NEW 8" DUCTILE IRON FIRE

WATER SERVICE LINE.

LOCATION APPROXIMATE.

EXACT LOCATION TO BE

FIELD VERIFIED

STA 0+99±, 8"x8"x6" TEE

CONNECT TO EXISTING

WATER MAIN SEE

DETAIL 8, SHEET C9.2

PROVIDE FLEXIBLE

COUPLER AT

CONNECTION TO

BUILDING LINE

EXISTING SEWER SERVICE TO

BE ABANDONED

SEE SEWER PLAN SHEET C9.3

EXISTING UTILITY

TUNNEL

EXISTING UTILITY

TUNNEL

MINIMUM 4' SEPARATION

BETWEEN DOMESTIC

AND FIRE SERVICE

WATER LINES SEE

DETAIL 16, SHEET C9.5

MINIMUM 4' SEPARATION

BETWEEN DOMESTIC

AND FIRE SERVICE

WATER LINES SEE

DETAIL 16, SHEET C9.5

STA 0+38.55

NEW 8" POST INDICATOR VALVE

(P.I.V.) FINAL LOCATION TO BE

DETERMINED IN THE FIELD BY

THE CONTRACTING OFFICER

APPROXIMATE LOCATION OF

PROPOSED AND EXISTING

UTILITY CROSSINGS. FIELD

COORDINATE DURING

CONSTRUCTION

SEE DETAIL 16, SHEET C9.2

APPROXIMATE LOCATION OF

PROPOSED AND EXISTING

UTILITY CROSSINGS. FIELD

COORDINATE DURING

CONSTRUCTION

DETAIL 16, SHEET C9.2

NORTH DOMESTIC WATER SERVICE LINE PLAN

C9.1 : C9.1

1" = 10'

NORTH FIRE WATER SERVICE LINE PLAN

C9.1 : C9.1

1" = 10'

FIRE WATER SERVICE LINE PROFILE

C9.1 : C9.1

HORIZONTAL : 1" = 10' VERTICAL : 1" = 10'

DOMESTIC WATER SERVICE LINE PROFILE

C9.1 : C9.1

HORIZONTAL : 1" = 10' VERTICAL : 1" = 10'

4' M

IN

4 ' M

IN

1. CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN

LOCATION, ELEVATION, TYPE AND SIZE PRIOR TO

DATE:

SHEET

OFPKG3

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

CONSULTING ENGINEERS

& LAND SURVEYORS

C. ANDERSON

C. KELLER

C. KELLER

REVISIONS

www.aearchitects.com

PROJECT No 0 1 2 3 4 5 6 7 8 9 10 inches

14070.00

C O

N

ST

R U

C T

IO

N

D O

C U

M

EN

T S

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

ARCHITII ECTSPC

71865

- PHASE 1

YELLOWSTONE NATIONAL PARK, WYOMING

REMOVE, CONSERVE, AND

REPLACE EXISTING TOPSOIL

MECHANICAL JOINT

RESTRAINT

NEW PVC

PIPE

2'-0"

8" MIN.

2' -0

6' M

IN

IM

U M

C O

V E

R

TRACER WIRE PLACED INSIDE

SMALL DIAMETER PVC CONDUIT

EXTENDED TO TOP AND INSIDE

OF VALVE BOX. USE 12 GAGE

TRACER WIRE

5" ADJUSTABLE C.I.

VALVE BOX SET PLUMB

AND CENTER OVER

VALVE OPERATING NUT

C.I. VALVE BOX BELL

4" GATE VALVE

THRUST RESTRAINT

(SEE DETAIL 14 THIS

SHEET)

2' -0

2'-0"

6"

(2) #6 REBAR ANCHOR

2' -0

2'-0" NOTE: COAT RODS WITH

SINGLE-COMPONENT COAL TAR

MASTIC (CARBOLINE BITUMASTIC

50 OR EQUAL)

CONCRETE THRUST

BLOCK PLACED AGAINST

UNDISTURBED GROUND

EXISTING 8"

DUCTILE IRON

MAIN LINE

NEW 4" PVC

SERVICE LINE

DUCTILE IRON TO

PVC MECHANICAL

JOINT CONNECTION

CONCRETE

THRUST

BLOCK

10'-0" MIN.

PIPE SEGMENT

LENGTH "L"

L/2

PIPE SEGMENT

LENGTH "L"

L/2

NO VERTICAL

REQUIREMENT

SEWER

LINE

WATER LINE

SEWER LINE

PARALLEL ARRANGEMENT PERPENDICULAR ARRANGEMENT

M

IN

WATER

LINE

WATER

LINE

M

IN

C9.2

WATER DETAILS

BEDDING MATERIAL

UNDISTURBED SOIL

OPEN

BURY

6' -8

" M

IN

(T R

E N

C H

D

EP

TH

FINISHED GRADE

POST

ADJUSTING

SCREWS

BURY

LINE

" 36

/4

WINDOW

CENTERLINE

NEW 8"

GATE VALVE

8" PIPECONNECT TO GATE VALVE

PER MANUFACTURERS

RECOMMENDATIONS

POST INDICATOR VALVE

MUELLER MODEL A-20806

OR APPROVED EQUAL

NEW PVC

PIPE

C9.1 : C9.2

NOT TO SCALE

VALVE THRUST BLOCK DETAIL

C9.1 : C9.2

NOT TO SCALE

POST INDICATOR VALVE (P.I.V.)

C1.3 : C9.2

NOT TO SCALE

CONNECTION TO MAIN DETAILS

C9.1 : C9.2

NOT TO SCALE

VALVE DETAIL

C9.1 : C9.2

NOT TO SCALE

CONCRETE

THRUST

BLOCK

CONCRETE THRUST

BLOCK PLACED AGAINST

UNDISTURBED GROUND

EXISTING 8"

DUCTILE IRON

MAIN LINE

NEW 8" DUCTILE IRON

FIRE SERVICE LINE

USE PREFABRICATED

FITTINGS WITH

METALLIC COUPLING

FITTINGS

MANUFACTURED

SPECIFICALLY FOR

DUCTILE IRON TO

DUCTILE IRON PIPE.

CONNECTION 8"X8"X8" TEE CONNECTION 8"X8"X4" TEE

6" DIP

8" FIRE SPRINKLER CONNECTION

0+00 1+00 1+86

ES

ES

ES

ES

S S S S S S S S S S

0+

S S S S S S S S S S

-0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00

MAMMOTH

HOTEL

ADDITION

6'

STA 0+12.15

CLEANOUT SEE DETAIL 16,

SHEET C9.3

EXISTING GROUND

STA: 0+00.00

INVERT ELEV: 6239.63±

@ BUILDING

6"∅ PVC SCH 40

SEWER PIPE

CONNECT PVC SERVICE LINE TO

MAIN WITH NEW MANHOLE

SEE MANHOLE DETAIL 1, SHEET C9.4

RIM ELEV: 6246.34

EXISTING 6"∅ CLAY PIPE

STA: 1+86.05

INVERT OUT ELEV: 6234.84 (EST.)

(SEE NOTE 1 THIS SHEET)

-1.0% MIN.

INVERT IN ELEV: 6237.79 ±

WATER MAIN CROSSING

STA: 0+93.49 (EST.)

WATER MAIN CROSSING

STA: 1+22.40 (EST.) WATER MAIN CROSSING

STA: 1+61.20 (EST.)

06.10.2016

TECH. REVIEW:

DATE:

SHEET

OFPKG3

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

CONSULTING ENGINEERS

& LAND SURVEYORS

C. ANDERSON

C. KELLER

C. KELLER

REVISIONS

www.aearchitects.com

PROJECT No 0 1 2 3 4 5 6 7 8 9 10 inches

14070.00

C O

N

ST

R U

C T

IO

N

D O

C U

M

EN

T S

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

ARCHITII ECTSPC

71865

- PHASE 1

YELLOWSTONE NATIONAL PARK, WYOMING

C9.3

SEWER PLAN AND PROFILE

10'

NEW 6" PVC SCH. 40

SEWER SERVICE LINE

EXISTING ROAD

SEE BUILDING

MECHANICAL

DRAWINGS

6" Ø PVC SCH. 40

SEWER PIPE TYP.

BRASS PLUG, TYP.

45° BEND

WYE

SLOPE

SLOPE TO DRAIN AWAY FROM

CLEANOUTS & BUILDING

EDGE OF

BUILDING

12.15'

STA 1+86±

REMOVE AND REPLACE EXISTING MANHOLE

CONNECT TO EXISTING SEWER MAIN

SEE MANHOLE DETAIL 1, SHEET C9.4

PLACE SERVICE LINE INSIDE 10"Ø

C900 PVC SLEEVE. STAGGER JOINTS.

C

LE

A N

O U

T

PROVIDE FLEXIBLE

COUPLER AT

CONNECTION TO

BUILDING LINE

S

TA

+0

ABANDON EXISTING 6" CLAY

SEWER SERVICE LINE IN PLACE.

CAP SERVICE LINE FROM WITHIN

EXISTING CONCRETE MANHOLE.

ABANDON EXISTING 6" CLAY

SEWER SERVICE LINE IN PLACE.

ABANDON EXISTING 6" CLAY

SEWER SERVICE LINE IN PLACE

REMOVE EXISTING CONCRETE

SEWER MANHOLE

EXISTING 6"Ø VITRIFIED CLAY PIPES

(CONTRACTOR TO VERIFY SIZE,

LOCATION, AND DEPTH)

EXISTING WATER MAINS

PROTECT IN PLACE

SEE CROSSING DETAIL 16, SHEET C9.2

NORTH SANITARY SEWER SERVICE LINE PLAN

C9.1 : C9.1

1" = 10'

SANITARY SEWER SERVICE LINE PROFILE

C9.1 : C9.1

HORIZONTAL : 1" = 10' VERTICAL : 1" = 10'

SEWER CLEANOUT DETAIL

C9.3 : C9.3

NOT TO SCALE

STA 0+12.15

NEW SEWER

CLEANOUT

CAP EXISTING SEWER LINE

CAP EXISTING

SEWER LINE

CONCRETE SIDEWALK

1. CONTRACTOR TO FIELD VERIFY EXISTING SEWER MAIN

LOCATION, ELEVATION, TYPE AND SIZE PRIOR TO

4' DIA.

2'

4"

6"

6"-8"

TYP.

1) THE CONCRETE BASE WILL START ONE FOOT

FROM OUTSIDE MANHOLE AND BE A MINIMUM OF

EIGHT INCHES DEEP UNDER THE MANHOLE WITH A

THREE INCH COLLAR AROUND PIPE.

2) 6" CONCRETE ENCASEMENT TO SPRING LINE

AND FIRST JOINT OF INLET PIPE. POUR AGAINST

UNDISTURBED EARTH.

3) ALL JOINTS BETWEEN MANHOLE SECTIONS,

ADJUSTING RINGS, MANHOLE RING AND TOP

SECTION, AND AROUND SEWER PIPE INTO

MANHOLE SHALL BE WATERTIGHT. JOINTING

MATERIAL SHALL BE "RAM-NEK" OR EQUAL FOR

ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND

MANHOLE WALL.

4) ALL MANHOLE PENETRATIONS SHALL BE MADE

BY CORE DRILLING.

5) PLACE MANHOLES TO RIM ELEVATIONS SHOWN

ON PLANS.

6) BASE AND FILL CONCRETE MAY BE POURED

MONOLITHICALLY.

7) DUE TO PROVISIONS IN THE INTERMODAL

SURFACE TRANSPORTATION ACT, VENDOR MUST

AUTHENTICATE U.S. ORIGIN OF CASTINGS FOR

FEDERALLY FUNDED PROJECTS.

3'

EXISTING 6"Ø

VITRIFIED CLAY PIPE

FLEXIBLE COUPLER

FERNCO 1002 SERIOUS,

OR APPROVED EQUIVALENT

SEE DETAIL 11, THIS SHEET

FOR PIPE INLET

EXISTING 6"Ø

VITRIFIED CLAY PIPE

FLEXIBLE COUPLER

FERNCO 1002 SERIOUS,

OR APPROVED EQUIVALENT

SEE DETAIL 11, THIS SHEET

FOR PIPE OUTLET

FLEXIBLE COUPLER

FERNCO 1002 SERIOUS,

OR APPROVED EQUIVALENT

CAST-IN-PLACE

CONCRETE CHANNEL

6" Ø

CLAY

SEWER M

AIN

6" Ø

N

EW

P

VC

SE

W

ER

S

ER

VI

C E

6" Ø

CLAY

SEWER MAIN

RUBBER GASKET, TYP.

RUBBER GASKET

MANHOLE STEPS

FLEXIBLE COUPLER

FERNCO 1002 SERIOUS,

OR APPROVED EQUIVALENT

PIPE INSERTED INTO

MANHOLE 6" TO 8"

PIPE INSERTED INTO

MANHOLE 6" TO 8", TYP.

EXISTING SEWER SERVICE

3'

CONCRETE PAD TO SPRING

LINE FROM BASE TO POINT

WHERE TRENCH

EXCAVATION BELOW PIPE IS

1/4 PIPE O.D. OR 8" MIN.

POUR AGAINST

UNDISTURBED EARTH.

INV. (OUT) ELEVATION 0.1'

MIN. BELOW INV. (IN)

ELEVATION (TYP.)

DURA - SEAL GASKET (TYP.)

PRECAST SECTION

PRECAST ECCENTRIC CONE

MANHOLE RING & COVER W/ PAN

LETTERING TO INDICATE "SEWER"

FINISH GRADE DUST PAN CONCRETE ADJUSTMENT RINGS

SET IN MASTIC: 8" MAX. - 4" MIN.

RAMNECK SEAL (TYP.)

S

TE

P S

P A

C

IN

G

12"

V A

R

IA

B

LE

A S

R E

Q U

IR

ED

4'

4" (MIN.)

(TYP.)

06.10.2016

TECH. REVIEW:

DATE:

SHEET

OFPKG3

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

CONSULTING ENGINEERS

& LAND SURVEYORS

C. ANDERSON

C. KELLER

C. KELLER

REVISIONS

www.aearchitects.com

PROJECT No 0 1 2 3 4 5 6 7 8 9 10 inches

14070.00

C O

N

ST

R U

C T

IO

N

D O

C U

M

EN

T S

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

ARCHITII ECTSPC

71865

- PHASE 1

YELLOWSTONE NATIONAL PARK, WYOMING

C9.4

SEWER DETAILS

SANITARY SEWER MANHOLE

C9.3 : C9.4

NOT TO SCALE

NORTH

5"

2'

4'

WASHED DRAIN ROCK

SEE SPECIFICATION

SECTION 334000

8' MINIMUM

6' MINIMUM

MIRIFI 140 FILTER

FABRIC OR

SUPAC-NON-WOVEN

4-5 OZ. OR APPROVED

EQUAL

NATIVE MATERIAL

COMPACTED TO 95%

AASHTO T-99

4'

PRE-CAST REINFORCED

CONCRETE ECCENTRIC OR

CONCENTRIC CONE SECTION

4" MIN. CONCRETE

ADJUSTING RING

SIDEWALK, SEE GRADING PLAN

CASTING SHALL BE IFCO (OR APPROVED EQUAL)

#515-STYLE 3, C-2 GRATE

PARKING LOT,

SEE ASPHALT TYPICAL SECTION

06.10.2016

TECH. REVIEW:

DATE:

SHEET

OFPKG3

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

CONSULTING ENGINEERS

& LAND SURVEYORS

C. ANDERSON

C. KELLER

C. KELLER

REVISIONS

www.aearchitects.com

PROJECT No 0 1 2 3 4 5 6 7 8 9 10 inches

14070.00

C O

N

ST

R U

C T

IO

N

D O

C U

M

EN

T S

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

ARCHITII ECTSPC

71865

- PHASE 1

YELLOWSTONE NATIONAL PARK, WYOMING

C9.5

MISCELLANEOUS DETAILS

1. ALL TRENCHING ACTIVITIES TO BE CONDUCTED IN

ACCORDANCE WITH OSHA CONSTRUCTION

STANDARDS FOR EXCAVATIONS.

2. PLACE BEDDING MATERIAL IN 6" MAX. LAYERS.

COMPACT BEDDING TO A MINIMUM OF 95% OF

MAXIMUM DRY DENSITY DETERMINED IN

ACCORDANCE WITH ASTM D-698.

3. BACKFILL TRENCH NON-ORGANIC NATIVE

MATERIAL. COMPACT BACKFILL TO A MINIMUM OF

95% OF MAXIMUM DRY DENSITY DETERMINED IN

ACCORDANCE WITH ASTM D-698.

4" M

IN

3.5' MIN.

6" M

IN

" M

AX

2"

TYPE 1 BEDDING MATERIAL

COMPACT AS SPECIFIED

SEWER OR WATER PIPE

EXISTING GROUND

DETECTION

TAPE

CONSERVED AND

REPLACED EXISTING

TOPSOIL BACKFILL

TYPE 2 PIPE BEDDING

WHERE REQUIRED FOR

SOFT OR UNSTABLE

FOUNDATION

" M

AX

NON-ORGANIC NATIVE

BACKFILL MATERIAL

(COMPACT AS SPECIFIED)

DETECTION

TAPE

SLOPING, BENCHING AND/OR

SUPPORT SYSTEMS MUST CONFORM

TO O.S.H.A. REGULATIONS.

LANDSCAPED AREAS

D E

P

TH

V

AR

IE

S

12" MIN.SAW CUT

ASPHALT/CONCRETE

EDGE

3.5' MIN.

PAVED/CONCRETE AREAS

12" MIN. SAW CUT

ASPHALT/CONCRETE

EDGE

TRACE WIRE

(WATER LINE

ONLY)

4" M

IN

6" M

IN

D E

P

TH

V

AR

IE

S

TRACE WIRE

(WATER LINE

ONLY)

SEE TYPICAL ROAD SECTION

FOR PAVEMENT/SIDEWALK &

BASE REQUIREMENTS

ROAD/PARKING

LOT SUBGRADE

MOUND BACKFILL TO

2" ABOVE FINISHED

GROUND ELEVATION

D E

P

TH

T B

D E

X

IS

TI

N

G T

O P

S O

IL

GENERAL DUAL WATER LINE TRENCH

SEWER OR WATER PIPE

SLOPING, BENCHING AND/OR

SUPPORT SYSTEMS MUST CONFORM

TO O.S.H.A. REGULATIONS

NON-ORGANIC NATIVE BACKFILL

MATERIAL (COMPACT AS SPECIFIED)

" M

AX

DETECTION

TAPE

10' MIN.

TRACE WIRE

(WATER LINE

ONLY)

4" M

IN

6" M

IN

D E

P

TH

V

AR

IE

S

3' MIN.3' MIN.

TYPE 2 PIPE BEDDING

WHERE REQUIRED FOR

SOFT OR UNSTABLE

FOUNDATION

TYPE 1 BEDDING MATERIAL

COMPACT AS SPECIFIED

PRE-CAST STORM WATER CUEB INLET SUMP

C1.3 : C1.7

NOT TO SCALE

TYPICAL PIPE TRENCH DETAILS

C9.1 : C9.5

1. MINIMUM OF SIX (6") INCHES OF CRUSHED AGGREGATE COURSE SHALL BE COMPACTED TO 95%

PROCTOR DENSITY (AASHTO T-99).

2. CONTRACTION JOINTS SHALL BE SPACED SO AS TO FORM AS NEAR A SQUARE PANEL AS

POSSIBLE, NO SINGLE PANEL SHALL EXCEED EIGHT (8') FEET ON ANY SIDE.

3. CONTRACTION JOINTS SHALL BE A MINIMUM THREE-FOURTHS (3/4") INCHES DEEP.

4. EXPANSION JOINTS OF ONE-HALF (1/2") INCH THICK MASTIC MATERIAL SHALL BE PLACED AT THE

FOLLOWING LOCATIONS:

4.1. EVERY FIFTY (50') FEET OF UNINTERRUPTED SIDEWALK.

4.2. GRADE BREAKS.

4.3. FINISHED SIDEWALK SURFACE SHALL HAVE BROOM TEXTURE.

5. NO SIDEWALK SHALL BE POURED WITHOUT AN INSPECTION AND APPROVAL OF FORM

PLACEMENT BY CONTRACTING OFFICER.

WIDTH VARIES

RECOMMENDED 1% CROSS-SLOPE (1/8" PER 1')

MAXIMUM 2% CROSS-SLOPE (1/4" PER 1')

SIDEWALK

PANELS SHALL

BE AS SQUARE

AS POSSIBLE

EXPANSION JOINTS NOT ALLOWED BETWEEN CURB AND SIDEWALK

EXPANSION JOINT 1/2" THICK MASTIC SHALL BE FLUSH OR JUST

BELOW TOP FINISHED SURFACE OF SIDEWALK, FULL DEPTH, FULL

WIDTH AND PINNED IN PLACE BEFORE POURING

CONTRACTION JOINT SHALL BE

A MINIMUM 3/4" DEEP

MAXIMUM GRADE 8% (1" PER 1') - RECOMMENDED FORMS SET AT 6% (3/4" PER 1')

6" AGGREGATE BASE COURSE

(COMPACT TO 95% OF

PROCTOR DENSITY)

SUBGRADE

(COMPACT TOP 6" TO 95% OF

PROCTOR DENSITY)

4" SELECT CRUSHED BASE COMPACTED TO 95% PROCTOR DENSITY

APPROVED TOPSOIL COMPACTED

TO 90% PROCTOR DENSITY

MINIMUM FOUR (4") INCH DEPTH

REQUIRED

1. MINIMUM OF SIX (6") INCHES OF SUBGRADE SHALL BE COMPACTED TO 95% PROCTOR DENSITY.

2. MINIMUM OF FOUR (4") INCHES OF SELECT CRUSHED BASE SHALL BE COMPACTED TO 95% PROCTOR DENSITY.

3. CITY ENGINEER MAY REQUIRE ADDITIONAL SELECT CRUSHED BASE, DEPENDING ON SUBGRADE MATERIAL.

4. CONTRACTION JOINTS SHALL BE PLACED EVERY TEN (10') FEET AND SHALL BE THREE-FOURTHS (3/4") INCH

DEEP.

5. EXPANSION JOINTS OF ONE-HALF (1/2") INCH MASTIC MATERIAL SHALL BE PLACED AT THE FOLLOWING

LOCATIONS:

5.1. P.C.S AND P.T.S OF CURVES.

5.2. GRADE BREAKS.

5.3. FOUR (4') FEET ON EITHER SIDE OF A DRAINAGE STRUCTURE.

5.4. AT OTHER LOCATIONS AS SPECIFIED BY CITY ENGINEER.

5.5. EXPANSION JOINTS MAY BE ELIMINATED FOR EXTRUDED CURB AT CITY ENGINEER'S DISCRETION.

6. NO CURB SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY CITY ENGINEER.

7. CONSTRUCTION MATERIALS AND PROCEDURES SHALL CONFORM TO EXISTING CITY AND STATE STANDARD

SPECIFICATIONS FOR M-4000 CONCRETE AND MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS

SECTIONS 2528 AND 3310.

24" 1"

6" OF SUBGRADE COMPACTED TO 95%

PROCTOR DENSITY

2"

9 1/2"

3" 4"

6"/8"

14 1/2" 12"

R3"

R4"

1"

SPILL CURB*

WHEN DESIGNING 'SPILL CURB'

ROTATE CURB AT TOP FRONT

FACE OF CURB PAN, NOT TOP

BACK OF CURB.

1"

CATCH CURB

TOP BACK

OF CURB

ASPHALT

SPILL FLOW CATCH FLOW

TOP FRONT

FACE OF

CURB PAN

TOP FRONT

FACE OF

CURB PAN

TOP-BACK-OF-CURB

LAYOUT POINT

LOCATION

1'-3'

TRANSITION LANDING RAMP WIDTH VARIES

1'-3'

TRANSITION

TOP OF CURB

TYPICAL CURB RAMP LAYDOWN

CURB

RAMP

LAYDOWN

LANDING 5'X5' MIN.

2% MAX SLOPE IN ANY DIRECTION 8.33% MAX RAMP GRADE

6.0'

CONCRETE SIDEWALK

AGGREGATE BASE COURSE

(COMPACT TO 95% OF

PROCTOR DENSITY.)

NOTE: REINFORCE AND

PLACE JOINTS PER

SPECIFICATION

SUBGRADE

(COMPACT TOP 6 INCHES TO 95%

OF PROCTOR DENSITY.)

SLOPE TO DRAIN AS SHOWN

ON PLANS

4"

6"

06.10.2016

TECH. REVIEW:

DATE:

SHEET

OFPKG3

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

CONSULTING ENGINEERS

& LAND SURVEYORS

C. ANDERSON

C. KELLER

C. KELLER

REVISIONS

www.aearchitects.com

PROJECT No 0 1 2 3 4 5 6 7 8 9 10 inches

14070.00

C O

N

ST

R U

C T

IO

N

D O

C U

M

EN

T S

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

ARCHITII ECTSPC

71865

- PHASE 1

YELLOWSTONE NATIONAL PARK, WYOMING

C9.6

STREET DETAILS

LANDSCAPING

A1

5' M

IN

V A

R

IE

S

A1

B1B1

SECTION B1 - CURB RAMP LAYDOWN

C9.6 : C9.6

NOT TO SCALE

SECTION A1 - RAMP

C9.6 : C9.6

NOT TO SCALE

TYPICAL CURB RAMP LAYDOWN

C1.3 : C9.6

NOT TO SCALE

TYPICAL SIDEWALK SECTION DETAIL

C1.3 : C9.6

NOT TO SCALE

TYPICAL "L" CURB/GUTTER SECTION

C1.3 : C9.6

NOT TO SCALE

CONCRETE SIDEWALK SECTION

C1.3 : C9.6

5' -0

'-0

" M

IN

IM

U

M D

E P

TH

9'-0"

MIN.

8'-0"

MIN.

6' -0

6'- 0"

5' X 5' MINIMUM

LANDING

SHALL NOT EXCEED

2% MAXIMUM

CROSS-SLOPE

IN ANY DIRECTION

8% MAXIMUM

RAMP GRADE

NOT TO EXCEED

2% MAXIMUM

CROSS-SLOPESIGNAGE

(SEE DETAIL)

ABA ACCESSIBLE

SYMBOL

EPOXY PAINT (TYP.)

SIDEWALK, 5' WIDE

ALONG FULL WIDTH OF LAYDOWN

SEE PARKING AND SITE LAYOUT

PLAN, SHEET C1.8

9'-0"

MIN.

ABA ACCESSIBLE

SYMBOL

EPOXY PAINT (TYP.)

5' -0

SIGNAGE

(SEE DETAIL)

18'

2'

5'

2'

8' 18

9'

48"39

41"

34"

WHITE

BROWN

WHITE

WHITE

WHITE

VARIES, 5' TYP. 2'

BACK OF CURB

TOP FRONT FACE

OF CURB PAN

FLOW LINE

BACK OF CURB PROFILE

VARIES, 5' TYP. Top back of curb

FLOW LINE

TOP BACK OF CURB

STAKED ELEVATION

4'-0"

FOOTING DETAIL SEE

STRUCTURAL PLANS

6"

6"

LOG POSTS: ROUND MILLED, WOOD POST,

TYPICALLY PINE. BUTT-TREATED.

DIRECT-BURY.

6" DIAMETER FOR PARKING AND

REGULATORY SIGNS.

45 DEGREE CUT TOPS. SEE SIGN POST

INSTALLATION DIAGRAM AT LEFT.

APPLY 2 COATS SHERWIN WILLIAMS

WOODSCAPES EXTERIOR ACRYLIC SOLID

COLOR STAIN, NEW OXFORD BROWN,

#415YP-203.

IF POST IS INSTALLED BEHIND CURB OR

PARKING THE BREAKAWAY HOLES ARE NOT

REQUIRED.

4"

8" DIAMETER

GALVANIZED LAG BOLTS

WITH WASHERS

PROFILE

PLAN

DRILLED BREAKAWAY

HOLES. SEE TABLE FOR

HOLE SIZE.

BREAKAWAY HOLE

SELECTION TABLE

POST

DIAMETER

BREAKAWAY

HOLE DIAMETER

6" 1 14" 8" 1 3 4" 9" 2 12"

10" 3" 12" 4"

45°45°

NOTE: PARKING SIGN MAY BE INSTALLED

CLOSER THAN 6' TO PARKING EDGE.

6" ROUND TREATED

TIMBER POST, ESTIMATED

LENGTH 13' 4'

M

IN

5'

6'

E D

G E

O F

P A

V E

M E

N T

3"

DOUBLE

SINGLE

NOTE:

1.) ATTACH SIGN PANELS WITH A MINIMUM OF

2 3 8" DIAMETER BOLTS PER POST.

2.) CONTRACTING OFFICER TO APPROVE

SIGNS PRIOR TO INSTALLATION.

Loading Zone

12" X 24"

Disabled Permit Holders Only

No Parking Reserved Parking

P

06.10.2016

TECH. REVIEW:

DATE:

SHEET

OFPKG3

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

3203 Russell Street, Missoula, Montana 59801-8591 Phone 406/721-4320 Fax 406/549-6371

CONSULTING ENGINEERS

& LAND SURVEYORS

C. ANDERSON

C. KELLER

C. KELLER

REVISIONS

www.aearchitects.com

PROJECT No 0 1 2 3 4 5 6 7 8 9 10 inches

14070.00

C O

N

ST

R U

C T

IO

N

D O

C U

M

EN

T S

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

ARCHITII ECTSPC

71865

- PHASE 1

YELLOWSTONE NATIONAL PARK, WYOMING

C9.7

STREET DETAILS

4" 3"

SUB-BASE COURSE AGGREGATE, 2" MINUS

12" COMPACTED DEPTH

BASE COURSE AGGREGATE, 1" MINUS

3" COMPACTED DEPTH

BITUMINOUS HOT MIX ASPHALT

PLACED AND COMPACTED IN

TWO (2) 2" LIFTS

CONCRETE EXPANSION

JOINT MATERIAL BETWEEN

STRUCTURAL FOOTING

AND CONCRETE MEDIAN

VAN ACCESSIBLE PARKING

C1.8 : C9.7

NOT TO SCALE

ACCESSIBLE PARKING SIGN AND POST INSTALLATION DETAIL

C1.8 : C9.7

NOT TO SCALE

C9.7 : C9.7

NOT TO SCALE

C1.3 : C9.7

NOT TO SCALE

C1.3 : C9.7

NOT TO SCALE

C1.8 : C9.7

NOT TO SCALE

6" DEPTH AGGREGATE

BASE COURSE (COMPACT

TO 95% OF PROCTOR

DENSITY.)

6" X 18" CONCRETE

RIBBON CURB

6" REINFORCED

CONCRETE MEDIAN

WITH #4 REBAR @ 12"

O.C. EACH WAY