Draft PLANS IDAHO AIRSTRIP DEFERRED MAINTENANCE.pdf

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

ENGINEERS AND IS NOT TO BE

REPRODUCED, MODIFIED, OR USED FOR

ANY OTHER PROJECT OR EXTENSION OF

THIS PROJECT EXCEPT BY AGREEMENT

WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

G

O F

C

O V

ER

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

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IDAHO AIRSTRIP DEF MAINT

ISSUED: 19 SEPTEMBER 2024

U.S FOREST SERVICE

PROJECT LOCATION PROJECT LOCATION

VICINITY MAP

SHEET INDEX

SHEET CODE TITLE

1 G001 COVER

2 G002 NOTES

3 CP100 CHAMBERLAIN OVERVIEW

4 CP101 CHAMBERLAIN DESIGN PLAN

5 CP102 CHAMBERLAIN DESIGN PLAN

6 CP103 CHAMBERLAIN DESIGN PLAN

7 CP104 CHAMBERLAIN DESIGN PLAN

8 CP105 CHAMBERLAIN DESIGN PLAN

9 CP106 CHAMBERLAIN DESIGN PLAN

10 CP301 AOP CULVERT PROFILE

11 CP107 CABIN CREEK OVERVIEW

12 CP108 CABIN CREEK DESIGN PLAN

13 CP109 CABIN CREEK DESIGN PLAN

14 CP110 COLD MEADOWS OVERVIEW

15 CP111 COLD MEADOWS DESIGN PLAN

16 CP112 COLD MEADOWS DESIGN PLAN

17 CP113 COLD MEADOWS DESIGN PLAN

18 CP114 COLD MEADOWS DESIGN PLAN

19 CP115 COLD MEADOWS DESIGN PLAN

20 CP116 KRASSEL OVERIEW

21 CP117 KRASSEL DESIGN PLAN

22 CP118 KRASSEL DESIGN PLAN

23 CP119 LANDMARK OVERVIEW

24 CP120 LANDMARK DESIGN PLAN

25 CP121 LANDMARK DESIGN PLAN

26 CP122 LANDMARK DESIGN PLAN

27 CP123 LANDMARK DESIGN PLAN

28 CP124 LANDMARK DESIGN PLAN

29 CP125 IDAHO CITY OVERVIEW

30 CP126 IDAHO CITY DESIGN PLAN

31 CP127 IDAHO CITY DESIGN PLAN

32 CP128 IDAHO CITY DESIGN PLAN

33 CP129 IDAHO CITY DESIGN PLAN

34 CP501 AIRSTRIP DETAILS

35 CP502 AIRSTRIP DETAILS

36 CP503 AIRSTRIP DETAILS

37 CP504 AIRSTRIP DETAILS

38 CP505 AIRSTRIP DETAILS

39 CP506 AIRSTRIP DETAILS

STATE MAP

PROJECT LOCATION

PROJECT LOCATION

PROJECT LOCATION

PROJECT LOCATION

CHAMBERLAIN AIRSTRIP

CABIN CREEK AIRSTRIP

COLD MEADOWS AIRSTRIPKRASSEL AIRSTRIP

LANDMARK AIRSTRIP

IDAHO CITY AIRSTRIP

LAKE CASCADE

PROJECT LOCATION

PRELIMINARY

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CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

ENGINEERS AND IS NOT TO BE

REPRODUCED, MODIFIED, OR USED FOR

ANY OTHER PROJECT OR EXTENSION OF

THIS PROJECT EXCEPT BY AGREEMENT

WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

G

O F

N

O

TE

S

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

THE CONTRACTOR SHALL CAREFULLY READ ALL OF THE NOTES AND SPECIFICATIONS. THE

CONTRACTOR SHALL BE SATISFIED AS TO THEIR TRUE MEANING AND INTENT AND SHALL BE

RESPONSIBLE FOR COMPLYING WITH EACH.

GENERAL NOTES:

1) ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH ALL JURISDICTIONAL

AUTHORITIES.

2) CONTRACTOR SHALL COMPLY WITH THE STANDARDS INDICATED ABOVE AND WITHIN THE CONSTRUCTION

DOCUMENTS. THE CONTRACTOR SHALL NOTIFY ALL AGENCIES, OWNERS, ENGINEERS, AND UTILITY

COMPANIES 5 DAYS PRIOR TO A PRE-CONSTRUCTION MEETING:

OWNER: USDA FOREST SERVICE

500 N. MISSION STREET

McCALL, ID 83638

PHONE: (208) 634-0796

CONTACT: PAUL McCLOSKEY

ENGINEER: CRS ENGINEERS

4246 RIVERBOAT RD #200

SALT LAKE CITY, UT 84123

801-359-5565

CONTACT: MARK CHANDLER, PE

3) IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES OR AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS.

THE ENGINEER'S INTERPRETATION THEREOF SHALL BE CONCLUSIVE.

4) WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT

ONLY MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED.

5) THE CONTRACTOR SHALL BE SKILLED AND REGULARLY ENGAGED IN THE GENERAL CLASS AND TYPE OF WORK CALLED FOR IN THE PROJECT PLANS AND SPECIFICATIONS. THEREFORE, THE OWNER IS RELYING UPON THE EXPERIENCE AND EXPERTISE OF THE CONTRACTOR, IT SHALL BE EXPECTED THAT PRICES PROVIDED WITHIN THE CONTRACT DOCUMENTS SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE

INTENT AND PURPOSE.

6) THE CONTRACTOR SHALL BE COMPETENT, KNOWLEDGEABLE, AND HAVE SPECIAL SKILLS ON THE NATURE, EXTENT, AND INHERENT CONDITIONS OF THE WORK TO BE PERFORMED. CONTRACTOR SHALL ALSO

ACKNOWLEDGE THAT THERE ARE CERTAIN PECULIAR AND INHERENT CONDITIONS EXISTENT IN

CONSTRUCTION OF PARTICULAR FACILITIES, WHICH MAY CREATE, DURING THE CONSTRUCTION PROGRAM, UNUSUAL OR PECULIAR SAFETY CONDITIONS, WHICH CONDITIONS COULD BE HAZARDOUS TO PERSONS, PROPERTY AND THE ENVIRONMENT. CONTRACTOR SHALL BE AWARE OF SUCH PECULIAR RISKS AND HAVE THE SKILL AND EXPERIENCE TO FORESEE AND TO ADOPT PROTECTIVE MEASURES TO ADEQUATELY AND

SAFELY PERFORM THE CONSTRUCTION WORK WITH RESPECT TO SUCH HAZARDS.

7) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED FOR THE CONSTRUCTION AND COMPLETION OF THE PROJECT, AND SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS AND CONDITIONS OF ALL PERMITS AND APPROVALS APPLICABLE TO THIS PROJECT. THE CONTRACTOR SHALL ENSURE THAT THE NECESSARY RIGHTS-OF-WAY, EASEMENTS, AND/OR

PERMITS ARE SECURED PRIOR TO CONSTRUCTION.

8) CONTRACTOR SHALL WORK WITH THE FOREST SERVICE AND THE NATIONAL FOREST TO NOTIFY THE CORRECT AUTHORITIES ON THE WORK AT THE AIRSTRIP. CONTRACTOR SHALL NOTIFY THE FOREST SERVICE 24

HOURS IN ADVANCE OF COMMENCING THE WORK.

9) THE CONTRACTOR SHALL, AT THE TIME OF BIDDING, AND, THROUGHOUT THE PERIOD OF THE CONTRACT, BE LICENSED IN THE STATE OF IDAHO AND SHALL BE BONDABLE FOR AN AMOUNT EQUAL TO OR GREATER

THAN THE AMOUNT BID AND TO DO THE TYPE OF WORK CONTEMPLATED IN THE PLANS AND

SPECIFICATIONS.

11) THE CONTRACTOR SHALL PROVIDE ALL SIGNS, FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC

SAFETY.

12) THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL WATER, POWER, SANITARY FACILITIES AND

TELEPHONE SERVICES AS REQUIRED FOR THE CONTRACTORS USE DURING CONSTRUCTION ON

NON-WILDERNESS AIRSTRIPS.

13) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT PRIOR WRITTEN

AUTHORIZATION FROM THE OWNER AND/OR ENGINEER.

14) THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY PRESERVE BENCH MARKS, CONTROL POINTS, SECTION CORNERS, REFERENCE POINTS AND ALL SURVEY STAKES, AND SHALL BEAR ALL EXPENSES FOR REPLACEMENT AND/OR ERRORS CAUSED BY UNNECESSARY LOSS OR DISTURBANCE.

15) THE CONTRACTOR AGREES THAT:

A) THEY SHALL BE RESPONSIBLE TO CLEAN THE JOB SITE AT THE END OF EACH DAY.

B) THEY SHALL BE RESPONSIBLE TO REMOVE AND DISPOSE OF ALL TRASH, SCRAP AND UNUSED

MATERIAL AT THEIR OWN EXPENSE IN A TIMELY MANNER.

C) THEY SHALL BE RESPONSIBLE TO MAINTAIN THE SITE IN A NEAT, SAFE AND ORDERLY MANNER AT ALL

TIMES.

D) THEY SHALL BE RESPONSIBLE TO KEEP MATERIALS, EQUIPMENT, AND TRASH OUT OF THE WAY OF

OTHER CONTRACTORS SO AS NOT TO DELAY THE JOB. FAILURE TO DO SO WILL RESULT IN A

DEDUCTION FOR THE COST OF CLEAN UP FROM THE FINAL PAYMENT.

E) THEY SHALL BE RESPONSIBLE FOR THEIR OWN SAFETY, TRAFFIC CONTROL, PERMITS, RETESTING AND

RE-INSPECTIONS AT THEIR OWN EXPENSE.

16) THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.

THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE AND GROSS NEGLIGENCE OF THE OWNER OR

THE ENGINEER.

17) IF EXISTING FEATURES NEED TO BE DISTURBED AND/OR REMOVED FOR THE PROPER PLACEMENT OF IMPROVEMENTS TO BE CONSTRUCTED BY THESE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING FEATURES FROM DAMAGE. COST OF REPLACING OR REPAIRING EXISTING FEATURES SHALL BE INCLUDED IN THE BID PRICE FOR ITEMS REQUIRING REMOVAL AND/OR REPLACEMENT.

18) THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE AS-BUILT DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF ALL FACILITIES. AS-BUILT DRAWINGS SHALL REFLECT CHANGE ORDERS, ACCOMMODATIONS, AND ADJUSTMENTS TO ALL IMPROVEMENTS CONSTRUCTED. WHERE NECESSARY, SUPPLEMENTAL DRAWINGS SHALL BE PREPARED AND SUBMITTED BY THE CONTRACTOR. PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER, ONE SET OF NEATLY

MARKED AS-BUILT DRAWINGS SHOWING THE INFORMATION REQUIRED ABOVE. AS-BUILT DRAWINGS SHALL BE REVIEWED AND THE COMPLETE AS-BUILT DRAWING SET SHALL BE CURRENT WITH ALL CHANGES AND DEVIATIONS REDLINED AS A PRECONDITION TO THE FINAL PROGRESS PAYMENT APPROVAL AND/OR FINAL

ACCEPTANCE.

19) WORK IN AIRSTRIP IS SUBJECT TO THE APPROVAL AND ACCEPTANCE OF THE REGULATORY AGENCY

RESPONSIBLE FOR OPERATION AND/OR MAINTENANCE OF SAID AIRSTRIP.

20) NO ALLOWANCE WILL BE MADE FOR DISCREPANCIES OR OMISSIONS THAT CAN BE EASILY OBSERVED.

VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING, AND ANSWER ANY QUESTIONS BEFORE

CONSTRUCTION.

21) FURNISH ALL MATERIALS TO COMPLETE THE PROJECT.

22) TRAFFIC CONTROL IS TO CONFORM TO THE CURRENT IDOT STANDARDS.

23) CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJACENT SURFACE IMPROVEMENTS.

GENERAL CLEARING AND GRADING NOTES:

1) CLEARING, GRUBBING AND DISPOSAL OF VEGETATIVE MATERIAL NEEDS TO BE IN ACCORDANCE WITH

STATE, COUNTY, AND FOREST SERVICE REGULATIONS, WHICH APPLY TO SOLID WASTE.

2) CONTRACTOR SHALL PERFORM EARTHWORK IN ACCORDANCE WITH USDA FOREST SERVICE STANDARD

SPECIFICATIONS AND CONSTRUCTION STANDARDS, EROSION, SEDIMENT, RE-VEGETATION REQUIREMENTS, AND THE SWPP PLAN AS REQUIRED BY THE STATE OF IDAHO, DEPARTMENT OF ENVIRONMENTAL QUALITY

AND DIVISION OF AIR QUALITY.

3) THE CONTRACTOR WILL PERFORM EARTHWORK IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS

OUTLINED IN THE CONSTRUCTION STANDARDS.

4) THE EXISTING TOPOGRAPHY SHOWN ON THESE PLANS IS BASED ON DRAWINGS AND A TOPOGRAPHIC SURVEY PERFORMED BY VARA 3D. IF THE EXISTING GRADE IS DIFFERENT FROM WHAT IS SHOWN ON THE GRADING PLAN, STOP WORK AND CONTACT CRS ENGINEERS. WORK IS TO REMAIN STOPPED UNTIL THE

ENGINEER PROVIDES A WRITTEN NOTICE TO RESUME WORK.

5) THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE CULVERTS, STORM DRAINS, CHANNELS, DITCHES, AND SWALES FREE FROM DEBRIS, SOIL, MUD, OR OTHER MATERIAL THAT WOULD CAUSE A PUBLIC SAFETY

CONCERN OR VIOLATE ANY CITY, STATE, OR FEDERAL LAWS.

6) IF DISTURBANCE OCCURS OUTSIDE THE LIMITS OF DISTURBANCE, WORK WILL STOP AND REMAIN STOPPED

UNTIL A WRITTEN RESPONSE IS RECEIVED FROM THE ENGINEER.

7) THE CONTRACTOR SHALL REMOVE ALL VEGETATION AND DELETERIOUS MATERIALS WHERE NOTED IN THE

PLANS.

8) NATURAL VEGETATION AND SOIL COVER SHALL NOT BE DISTURBED PRIOR TO ACTUAL CONSTRUCTION OF A REQUIRED FACILITY OR IMPROVEMENT. MASS CLEARING OF THE SITE IN ANTICIPATION OF CONSTRUCTION

SHALL BE AVOIDED.

GENERAL UTILITY NOTES

1) THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS. IT

SHALL BE THE CONTRACTORS FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY

CONTRACTORS WORK FORCE.

2) START AT THE LOW END OF ALL GRAVITY FED LINES AND WORK UPHILL. FAILURE TO COMPLY WITH THIS NOTE

SHALL RELEASE THE CIVIL ENGINEER OF ALL LIABILITY.

3) ALL DIMENSIONS AND GRADES OF EXISTING STORM DRAIN PIPES, BOX CULVERTS, STRUCTURES, ETC. SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST, PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO THE DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS, IF SUCH

NOTIFICATION HAS NOT BEEN GIVEN.

4) ALL DIMENSIONS, GRADES, AND UTILITY DESIGNS SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST, PRIOR TO

PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA

COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO THE DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS, IF SUCH NOTIFICATION HAS NOT BEEN

GIVEN.

5) NO CHANGE IN DESIGN LOCATION OR GRADE WILL BE MADE BY THE CONTRACTOR WITHOUT THE WRITTEN

APPROVAL OF THE PROJECT ENGINEER.

ABBREVIATIONS

APPROX APPROXIMATE

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APWA AMERICAN PUBLIC WORKS ASSOCIATION

AWWA AMERICAN WATER WORKS ASSOCIATION

BF BLIND FLANGE

BLDG BUILDING

CHD CHORD LENGTH

C TO C CENTER TO CENTER

CB CHORD BEARING

CI CAST IRON

CL CLASS

CLR CLEAR

CMP CORRUGATED METAL PIPE

CO CLEANOUT

CONC CONCRETE

DI DUCTILE IRON

DIM DIMENSION

E EAST

EA EDGE OF ASPHALT

EG EXISTING GRADE

EL ELEVATION

ELEV ELEVATION

EP EDGE OF PAVEMENT

EW EACH WAY

EX EXISTING

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOWLINE

FLG FLANGE

FT FEET

HDPE HIGH DENSITY POLYETHYLENE PIPE

HORIZ HORIZONTAL

HP HIGH POINT

ID INSIDE DIAMETER

IE INVERT ELEVATION

INV INVERT

IR IRON ROD

IRR IRRIGATION

LT LEFT

L LENGTH

LBS POUNDS

LF LINEAR FEET

LP LOW POINT

MAX MAXIMUM

MEG MATCH EXISTING GRADE

MIN MINIMUM

MJ MECHANICAL JOINT

N NORTH

N/A NOT APPLICABLE

NIC NOT IN CONTACT

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OSHA OCCUPATIONAL SAFETY & HEALTH

ADMINISTRATION

PE PLAIN END

PG PAGE

PI POINT OF INTERSECTION

PJ PUSH-ON JOINT

DI DUCTILE IRON

PSF POUNDS PER FOOT

PSI POUNDS PER SQUARE INCH

PUE PUBLIC UTILITY EASEMENT

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

R RADIUS

RT RIGHT

RJ RESTRAINED JOINT

S SOUTH

SEC SECTION

SS SANITARY SEWER

STA STATION

T TOP

TB THRUST BLOCK

TBA TO BE ABANDONED

TBC TOP BACK CURB

TC TOP OF CONCRETE

TYP TYPICAL

UDOT UTAH DEPARTMENT OF TRANSPORTATION

VERT VERTICAL

W WATER

W WEST

W/ WITH

WWF WELDED WIRE FABRIC

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

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HA

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IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

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400'200'0

CP101 CP102 CP103 CP104

C P105

C P106

CHAMBERLAIN AIRSTRIP GENERAL INFORMATION

TOTAL LENGTH OF AIRSTRIP FROM THRESHOLD TO THRESHOLD: NORTH TO

SOUTH RUNWAY IS 2,516'; EAST TO WEST RUNWAY IS 4,063'.

TYPICAL DISTANCE BETWEEN BOUNDARY MARKERS (PARALLEL): 194'

TYPICAL DISTANCE BETWEEN BOUNDARY MARKERS (PERPENDICULAR): 836'

NUMBER OF EXISTING TIE DOWNS: 14

NUMBER OF EXISTING INFORMATION BOARDS: 3

NUMBER OF EXISTING SIGNS: 5

NUMBER OF EXISTING OUTHOUSES: 2

NUMBER OF EXISTING BELT DRAINS: 0

NUMBER OF EXISTING TOP DRAINS: 0

NUMBER OF EXISTING WINDSOCKS: 1

NUMBER OF EXISTING SEGMENTED CIRCLES: 0

#2018

#2019

#2020

#2021

#2022

#2023

#2024

#2026

#2029

#2031

#2033

#2037

#2038

#2039

#2040

#2041

#2042 #2043

#2044

#2045

#2046

#2047 #2050

701'

795'

5'

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

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RL

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IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

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:5

PM

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80'40'0

KEYED NOTES

DESCRIPTION DETAIL

THRESHOLD MARKER: CUT GRASSES & REMOVE PERENNIAL PLANTS & PAINT 2/CP501

BOUNDARY MARKER: CUT GRASSES & REMOVE PERENNIAL PLANTS & PAINT 3/CP501

TIE DOWN: NEW CHAIN/RATCHET STRAP 3,4,5,6/CP506

REPLACE EXISTING INFORMATION BOARD 2/CP506

EXISTING OUTHOUSE DETAILS

EXISTING HITCHING POST

REMOVE EXISTING CULVERT AND INSTALL NEW AOP CULVERT. SEE CP301 FOR

PROFILE. 1, 2, 3, 4/CP505

EXISTING WINDSOCK

GRADE SURFACE BETWEEN BOUNDARY MARKERS TO REMOVE SMALL ROCKS

AND RUTS, ETC. 3,4/CP504

INSTALL NEW BELT DRAIN 2/CP504

INSTALL NEW WINDSOCK AND SEGMENTED CIRCLE 1, 2/CP502

EXISTING CAMPING SIGN

TIE DOWN: INSTALL NEW CHAIN 6/CP506

EXISTING TIE DOWN SIGN

#2052

#2054

806' 894'

823'

805'

4'

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

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M

BE

RL

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IN

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LA

N

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

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HU

RS

D A

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80'40'0

KEYED NOTES

DESCRIPTION DETAIL

THRESHOLD MARKER: CUT GRASSES & REMOVE PERENNIAL PLANTS & PAINT 2/CP501

BOUNDARY MARKER: CUT GRASSES & REMOVE PERENNIAL PLANTS & PAINT 3/CP501

TIE DOWN: NEW CHAIN/RATCHET STRAP 3,4,5,6/CP506

REPLACE EXISTING INFORMATION BOARD 2/CP506

EXISTING OUTHOUSE DETAILS

EXISTING HITCHING POST

REMOVE EXISTING CULVERT AND INSTALL NEW AOP CULVERT. SEE CP301 FOR

PROFILE. 1, 2, 3, 4/CP505

EXISTING WINDSOCK

GRADE SURFACE BETWEEN BOUNDARY MARKERS TO REMOVE SMALL ROCKS

AND RUTS, ETC. 3,4/CP504

INSTALL NEW BELT DRAIN 2/CP504

INSTALL NEW WINDSOCK AND SEGMENTED CIRCLE 1, 2/CP502

EXISTING CAMPING SIGN

TIE DOWN: INSTALL NEW CHAIN 6/CP506

EXISTING TIE DOWN SIGN

10+00 11+00

11+94

#2056

#2060

#2061

#2062 #2063

#2064

#2065 #2066

#2067

#2068

#2070 #2071

#2072

#2073

#2074

#2075 #2078 #2080 #2082

#2083 #2084

#2085

#2086

#2087

#2088

#2089

#2131

#2134

#2138

#2141

#2325

894' 129'

679'

742'

823'

1724'

900'

5627 CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

O F

C

HA

M

BE

RL

A

IN

D

ES

IG

N

P

LA

N

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

Y

S

EP

TE

M

BE

R

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\2

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\C P1

C

HA

M

BE

RL

A

IN

.D W

G

FT

80'40'0

2 2

KEYED NOTES

DESCRIPTION DETAIL

THRESHOLD MARKER: CUT GRASSES & REMOVE PERENNIAL PLANTS & PAINT 2/CP501

BOUNDARY MARKER: CUT GRASSES & REMOVE PERENNIAL PLANTS & PAINT 3/CP501

TIE DOWN: NEW CHAIN/RATCHET STRAP 3,4,5,6/CP506

REPLACE EXISTING INFORMATION BOARD 2/CP506

EXISTING OUTHOUSE DETAILS

EXISTING HITCHING POST

REMOVE EXISTING CULVERT AND INSTALL NEW AOP CULVERT. SEE CP301 FOR

PROFILE. 1, 2, 3, 4/CP505

EXISTING WINDSOCK

GRADE SURFACE BETWEEN BOUNDARY MARKERS TO REMOVE SMALL ROCKS

AND RUTS, ETC. 3,4/CP504

INSTALL NEW BELT DRAIN 2/CP504

INSTALL NEW WINDSOCK AND SEGMENTED CIRCLE 1, 2/CP502

EXISTING CAMPING SIGN

TIE DOWN: INSTALL NEW CHAIN 6/CP506

EXISTING TIE DOWN SIGN

#2091 #2093

#2095 #2097

#2101

#2103

#2107

#2109

#2110 #2111

#2113

#2115#2116

#2117

#2118#2119

#2120 #2121

#2125

679' 592'

752'

734'

191'

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

O F

C

HA

M

BE

RL

A

IN

D

ES

IG

N

P

LA

N

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

Y

S

EP

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M

BE

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\2

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\C P1

C

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BE

RL

A

IN

.D W

G

FT

80'40'0

131313

3 14

KEYED NOTES

DESCRIPTION DETAIL

THRESHOLD MARKER: CUT GRASSES & REMOVE PERENNIAL PLANTS & PAINT 2/CP501

BOUNDARY MARKER: CUT GRASSES & REMOVE PERENNIAL PLANTS & PAINT 3/CP501

TIE DOWN: NEW CHAIN/RATCHET STRAP 3,4,5,6/CP506

REPLACE EXISTING INFORMATION BOARD 2/CP506

EXISTING OUTHOUSE DETAILS

EXISTING HITCHING POST

REMOVE EXISTING CULVERT AND INSTALL NEW AOP CULVERT. SEE CP301 FOR

PROFILE. 1, 2, 3, 4/CP505

EXISTING WINDSOCK

GRADE SURFACE BETWEEN BOUNDARY MARKERS TO REMOVE SMALL ROCKS

AND RUTS, ETC. 3,4/CP504

INSTALL NEW BELT DRAIN 2/CP504

INSTALL NEW WINDSOCK AND SEGMENTED CIRCLE 1, 2/CP502

EXISTING CAMPING SIGN

TIE DOWN: INSTALL NEW CHAIN 6/CP506

EXISTING TIE DOWN SIGN

#2294

#2296

#2297 #2298

#2299

#2300

#2302

#2306

#2308

#2310

#2311

#2316

#2318 #2320

1724'

836'

684'

682'

3'

-1.42%

-0 .0

2%

100' TYP.

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

O F

C

HA

M

BE

RL

A

IN

D

ES

IG

N

P

LA

N

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

Y

S

EP

TE

M

BE

R

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O

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\2

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-G

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P D

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M

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S\

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EE

TS

\C P1

C

HA

M

BE

RL

A

IN

.D W

G

FT

80'40'0

KEYED NOTES

DESCRIPTION DETAIL

THRESHOLD MARKER: CUT GRASSES & REMOVE PERENNIAL PLANTS & PAINT 2/CP501

BOUNDARY MARKER: CUT GRASSES & REMOVE PERENNIAL PLANTS & PAINT 3/CP501

TIE DOWN: NEW CHAIN/RATCHET STRAP 3,4,5,6/CP506

REPLACE EXISTING INFORMATION BOARD 2/CP506

EXISTING OUTHOUSE DETAILS

EXISTING HITCHING POST

REMOVE EXISTING CULVERT AND INSTALL NEW AOP CULVERT. SEE CP301 FOR

PROFILE. 1, 2, 3, 4/CP505

EXISTING WINDSOCK

GRADE SURFACE BETWEEN BOUNDARY MARKERS TO REMOVE SMALL ROCKS

AND RUTS, ETC. 3,4/CP504

INSTALL NEW BELT DRAIN 2/CP504

INSTALL NEW WINDSOCK AND SEGMENTED CIRCLE 1, 2/CP502

EXISTING CAMPING SIGN

TIE DOWN: INSTALL NEW CHAIN 6/CP506

EXISTING TIE DOWN SIGN

#2282

#2284

#2286

#2288

#2290

#2292

#2321

#2323

1724'

900'

836'

563156325633

-2.13%

-2.51%

-1.17%

100' TYP.

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

O F

C

HA

M

BE

RL

A

IN

D

ES

IG

N

P

LA

N

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

Y

S

EP

TE

M

BE

R

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PR

O

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C

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\2

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C

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IN

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EE

TS

\C P1

C

HA

M

BE

RL

A

IN

.D W

G

FT

80'40'0

KEYED NOTES

DESCRIPTION DETAIL

THRESHOLD MARKER: CUT GRASSES & REMOVE PERENNIAL PLANTS & PAINT 2/CP501

BOUNDARY MARKER: CUT GRASSES & REMOVE PERENNIAL PLANTS & PAINT 3/CP501

TIE DOWN: NEW CHAIN/RATCHET STRAP 3,4,5,6/CP506

REPLACE EXISTING INFORMATION BOARD 2/CP506

EXISTING OUTHOUSE DETAILS

EXISTING HITCHING POST

REMOVE EXISTING CULVERT AND INSTALL NEW AOP CULVERT. SEE CP301 FOR

PROFILE. 1, 2, 3, 4/CP505

EXISTING WINDSOCK

GRADE SURFACE BETWEEN BOUNDARY MARKERS TO REMOVE SMALL ROCKS

AND RUTS, ETC. 3,4/CP504

INSTALL NEW BELT DRAIN 2/CP504

INSTALL NEW WINDSOCK AND SEGMENTED CIRCLE 1, 2/CP502

EXISTING CAMPING SIGN

TIE DOWN: INSTALL NEW CHAIN 6/CP506

EXISTING TIE DOWN SIGN

13+70

10+00

11+00

12+00

13+00

#2131

#2134

#2138

#2141

#2325

734'

823'

-0 .8

0%

-0 .3

7%

STA=10+73.43

STA=11+69.31

EL

EV

A

TIO

N

EL

EV

A

TIO

N

STATION

STATION

10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+5013+70

DEPTH

EG FG

- - - -2.30 -2.34 -2.53 -2.67 - - - - - - - - -

10+00

.5

10+25

.3

10+50

.5

10+75

.2

.9

11+00

.1

.6

11+25

.0

.4

11+50

.9

.2

11+75

.8

12+00

.5

12+25

.1

12+50

.3

12+75

.2

13+00

.9

13+25

.1

13+50

.9

13+70

.6

STA=10+73.43

EL=5621.00'

STA=11+69.26

EL=5620.14'

STA=10+73.43

EL=5624.92'

STA=11+69.26

EL=5624.08'

-0.90%

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P3

O F

A

O P

C

UL

V

ER

T

PR

O

FI

LE

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

Y

S

EP

TE

M

BE

R

H

PR

O

JE

C

TS

\2

3-

C

LH

-G

A O

A

ID

A

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A

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ST

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P D

EF

M

A

IN

T\ D

RA

W

IN

G

S\

SH

EE

TS

\1

C P3

.D

W G 2

FT

80'40'0

KEYED NOTES

DESCRIPTION DETAIL

THRESHOLD MARKER: CUT GRASSES & REMOVE PERENNIAL PLANTS & PAINT 2/CP501

BOUNDARY MARKER: CUT GRASSES & REMOVE PERENNIAL PLANTS & PAINT 3/CP501

TIE DOWN: NEW CHAIN/RATCHET STRAP 3,4,5,6/CP506

REPLACE EXISTING INFORMATION BOARD 2/CP506

EXISTING OUTHOUSE DETAILS

EXISTING HITCHING POST

REMOVE EXISTING CULVERT AND INSTALL NEW AOP CULVERT. SEE CP301 FOR

PROFILE. 1, 2, 3, 4/CP505

EXISTING WINDSOCK

GRADE SURFACE BETWEEN BOUNDARY MARKERS TO REMOVE SMALL ROCKS

AND RUTS, ETC. 3,4/CP504

INSTALL NEW BELT DRAIN 2/CP504

INSTALL NEW WINDSOCK AND SEGMENTED CIRCLE 1, 2/CP502

EXISTING CAMPING SIGN

TIE DOWN: INSTALL NEW CHAIN 6/CP506

EXISTING TIE DOWN SIGN

EXISTING GROUND

FINISHED GRADE

NEW AOP CULVERT- 1/CP505

FINISHED GRADE

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

O F

C

A

BI

N C

RE

EK

O V

ER

V

IE

W

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

Y

S

EP

TE

M

BE

R

H

PR

O

JE

C

TS

\2

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C

LH

-G

A O

A

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A

HO

A

IR

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P D

EF

M

A

IN

T\ D

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W

IN

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S\

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TS

\1

C P1

.D

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FT

200'100'0

CP108

CP109

REMOVE TREES IMPEDING 20:1 SLOPE

CABIN CREEK AIRSTRIP GENERAL INFORMATION

TOTAL LENGTH OF AIRSTRIP FROM THRESHOLD TO THRESHOLD: 1,730'

TYPICAL DISTANCE BETWEEN BOUNDARY MARKERS (PARALLEL): NA

TYPICAL DISTANCE BETWEEN BOUNDARY MARKERS (PERPENDICULAR): NA

NUMBER OF EXISTING TIE DOWNS: 2

NUMBER OF EXISTING INFORMATION BOARDS: 1

NUMBER OF EXISTING SIGNS: 1

NUMBER OF EXISTING OUTHOUSES: 2

NUMBER OF EXISTING BELT DRAINS: 18

NUMBER OF EXISTING TOP DRAINS: 0

#2005

#2062

#2074

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

O F

C

A

BI

N C

RE

EK

D

ES

IG

N

P

LA

N

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

Y

S

EP

TE

M

BE

R

H

PR

O

JE

C

TS

\2

3-

C

LH

-G

A O

A

ID

A

HO

A

IR

ST

RI

P D

EF

M

A

IN

T\ D

RA

W

IN

G

S\

SH

EE

TS

\1

C P1

.D

W G

FT

80'40'0

KEYED NOTES

DESCRIPTION DETAIL

EXISTING FIRE RING

REMOVE SOME TREES TO IMPROVE VISIBILITY ALONG TREELINE

EXISTING TIE DOWN: GRADE SURFACE TO REMOVE ROCKS, AND CUT GRASSES AND

REMOVE TREE GROWTH WITHIN TIE DOWN AREA 3, 4, 5, 6/CP506

REPLACE EXISTING INFORMATION BOARD 2/CP506

EXISTING OUTHOUSE DETAILS

EXISTING HITCHING POST

REMOVE EXISTING WINDSOCK

GRADE SURFACE BETWEEN BOUNDARY MARKERS TO REMOVE SMALL ROCKS AND

RUTS, ETC 3, 4/CP504

REPLACE EXISTING BELT DRAINS 2/CP504

EDGE OF SLOPE

TIE DOWN: INSTALL NEW CHAIN 6/CP506

INSTALL NEW WINDSOCK AND SEGMENTED CIRCLE 1, 2/CP502

#2006

#2007

#2008 #2009

#2010

#2011

#2012

#2014

#2016 #2018

#2020

#2022

#2026

#2034

#2041

#2049

#3005

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

O F

C

A

BI

N C

RE

EK

D

ES

IG

N

P

LA

N

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

Y

S

EP

TE

M

BE

R

H

PR

O

JE

C

TS

\2

3-

C

LH

-G

A O

A

ID

A

HO

A

IR

ST

RI

P D

EF

M

A

IN

T\ D

RA

W

IN

G

S\

SH

EE

TS

\1

C P1

.D

W G

FT

80'40'0

KEYED NOTES

DESCRIPTION DETAIL

EXISTING FIRE RING

REMOVE SOME TREES TO IMPROVE VISIBILITY ALONG TREELINE

EXISTING TIE DOWN: GRADE SURFACE TO REMOVE ROCKS, AND CUT GRASSES AND

REMOVE TREE GROWTH WITHIN TIE DOWN AREA 3, 4, 5, 6/CP506

REPLACE EXISTING INFORMATION BOARD 2/CP506

EXISTING OUTHOUSE DETAILS

EXISTING HITCHING POST

REMOVE EXISTING WINDSOCK

GRADE SURFACE BETWEEN BOUNDARY MARKERS TO REMOVE SMALL ROCKS AND

RUTS, ETC 3, 4/CP504

REPLACE EXISTING BELT DRAINS 2/CP504

EDGE OF SLOPE

TIE DOWN: INSTALL NEW CHAIN 6/CP506

INSTALL NEW WINDSOCK AND SEGMENTED CIRCLE 1, 2/CP502

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

O F

C

O

LD

M

EA

D O

W S

O V

ER

V

IE

W

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

Y

S

EP

TE

M

BE

R

H

PR

O

JE

C

TS

\2

3-

C

LH

-G

A O

A

ID

A

HO

A

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EF

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T\ D

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\1

C P1

.D

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FT

600'300'0

C P1

REMOVE TREES AND VEGETATION

IMPEDING 20:1 SLOPE

REMOVE TREES AND VEGETATION

IMPEDING 20:1 SLOPE

C P1

C P1

C P1

C

P1

COLD MEADOWS AIRSTRIP GENERAL INFORMATION

TOTAL LENGTH OF AIRSTRIP FROM THRESHOLD TO THRESHOLD: 4,657'

TYPICAL DISTANCE BETWEEN BOUNDARY MARKERS (PARALLEL): 97'

TYPICAL DISTANCE BETWEEN BOUNDARY MARKERS (PERPENDICULAR): 1,433'

NUMBER OF EXISTING TIE DOWNS: 4

NUMBER OF EXISTING INFORMATION BOARDS: 1

NUMBER OF EXISTING SIGNS: 1

NUMBER OF EXISTING OUTHOUSES: 1

NUMBER OF EXISTING BELT DRAINS: 13

NUMBER OF EXISTING TOP DRAINS: 5

NUMBER OF EXISTING WINDSOCKS: 2

NUMBER OF EXISTING SEGMENTED CIRCLES: 2

#2179

#2187

#2195 #2207

#2220

#2227

#2231

#2235

#2237

#2241

#2243

#2244 #2247

#2249

#2253

1771'

1772'

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

O F

C

O

LD

M

EA

D O

W S

D

ES

IG

N

P

LA

N

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

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\1

C P1

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FT

80'40'0

REMOVE TREES AND VEGETATION

IMPEDING 20:1 SLOPE 1

EXISTING TREE

10 16

KEYED NOTES

DESCRIPTION DETAIL

EXISTING THRESHOLD MARKER: CUT GRASSES & SPRAY WITH WEED KILLER TO REMOVE

PERENNIAL PLANTS & PAINT. 2/CP501

BOUNDARY MARKER: CUT GRASSES & SPRAY WITH WEED KILLER TO REMOVE

PERENNIAL PLANTS & PAINT. 3/CP501

ROUTE ROCK MARKER: CUT GRASSES & SPRAY WITH WEED KILLER TO REMOVE

PERENNIAL PLANTS & PAINT. 3/CP501

TIE DOWN: NEW CHAIN/RATCHET STRAP 3,4,5,6/CP506

REPLACE EXISTING INFORMATION BOARD. 2/CP506

EXISTING OUTHOUSE

EXISTING HITCHING POST

EXISTING CULVERT

EXISTING WINDSOCK 1/CP502

GRADE SURFACE BETWEEN BOUNDARY MARKERS TO REMOVE SMALL ROCKS, RUTS,

AND RODENT MOUNDS AND HOLES ETC. 3, 4/CP504

REPLACE EXISTING OPEN TOP DRAINS AND GRATES

EXISTING TREELINE

SEGMENTED CIRCLE MARKER: CUT GRASSES & SPRAY WITH WEED KILLER TO REMOVE

PERENNIAL PLANTS & PAINT. 2/CP502

EXISTING FIRE RING

TIE DOWN: INSTALL NEW CHAIN 6/CP506

REPLACE EXISTING BELT DRAIN 2/CP504

#2254 1771'

1772'

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

O F

C

O

LD

M

EA

D O

W S

D

ES

IG

N

P

LA

N

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

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EP

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\1

C P1

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FT

80'40'0

KEYED NOTES

DESCRIPTION DETAIL

EXISTING THRESHOLD MARKER: CUT GRASSES & SPRAY WITH WEED KILLER TO REMOVE

PERENNIAL PLANTS & PAINT. 2/CP501

BOUNDARY MARKER: CUT GRASSES & SPRAY WITH WEED KILLER TO REMOVE

PERENNIAL PLANTS & PAINT. 3/CP501

ROUTE ROCK MARKER: CUT GRASSES & SPRAY WITH WEED KILLER TO REMOVE

PERENNIAL PLANTS & PAINT. 3/CP501

TIE DOWN: NEW CHAIN/RATCHET STRAP 3,4,5,6/CP506

REPLACE EXISTING INFORMATION BOARD. 2/CP506

EXISTING OUTHOUSE

EXISTING HITCHING POST

EXISTING CULVERT

EXISTING WINDSOCK 1/CP502

GRADE SURFACE BETWEEN BOUNDARY MARKERS TO REMOVE SMALL ROCKS, RUTS,

AND RODENT MOUNDS AND HOLES ETC. 3, 4/CP504

REPLACE EXISTING OPEN TOP DRAINS AND GRATES

EXISTING TREELINE

SEGMENTED CIRCLE MARKER: CUT GRASSES & SPRAY WITH WEED KILLER TO REMOVE

PERENNIAL PLANTS & PAINT. 2/CP502

EXISTING FIRE RING

TIE DOWN: INSTALL NEW CHAIN 6/CP506

REPLACE EXISTING BELT DRAIN 2/CP504

#2002

#2130#2132

#2258 #2261

1433'

1428'86'

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

O F

C

O

LD

M

EA

D O

W S

D

ES

IG

N

P

LA

N

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

Y

S

EP

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M

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R

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\1

C P1

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FT

80'40'0

KEYED NOTES

DESCRIPTION DETAIL

EXISTING THRESHOLD MARKER: CUT GRASSES & SPRAY WITH WEED KILLER TO REMOVE

PERENNIAL PLANTS & PAINT. 2/CP501

BOUNDARY MARKER: CUT GRASSES & SPRAY WITH WEED KILLER TO REMOVE

PERENNIAL PLANTS & PAINT. 3/CP501

ROUTE ROCK MARKER: CUT GRASSES & SPRAY WITH WEED KILLER TO REMOVE

PERENNIAL PLANTS & PAINT. 3/CP501

TIE DOWN: NEW CHAIN/RATCHET STRAP 3,4,5,6/CP506

REPLACE EXISTING INFORMATION BOARD. 2/CP506

EXISTING OUTHOUSE

EXISTING HITCHING POST

EXISTING CULVERT

EXISTING WINDSOCK 1/CP502

GRADE SURFACE BETWEEN BOUNDARY MARKERS TO REMOVE SMALL ROCKS, RUTS,

AND RODENT MOUNDS AND HOLES ETC. 3, 4/CP504

REPLACE EXISTING OPEN TOP DRAINS AND GRATES

EXISTING TREELINE

SEGMENTED CIRCLE MARKER: CUT GRASSES & SPRAY WITH WEED KILLER TO REMOVE

PERENNIAL PLANTS & PAINT. 2/CP502

EXISTING FIRE RING

TIE DOWN: INSTALL NEW CHAIN 6/CP506

REPLACE EXISTING BELT DRAIN 2/CP504

#2006

#2012

#2018 #2024

#2028

#2032

#2040

#2044#2046

#2049 #2051

#2054

#2055

#2056

#2057

#2058

#2059

#2060 #2061

#2062

#2063

#2065 #2074

#2120#2122#2125

#2126

1342'

1345'

1433'

1428'

97'

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

O F

C

O

LD

M

EA

D O

W S

D

ES

IG

N

P

LA

N

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

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S

EP

TE

M

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IN

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\1

C P1

.D

W G

FT

80'40'0

15 15

KEYED NOTES

DESCRIPTION DETAIL

EXISTING THRESHOLD MARKER: CUT GRASSES & SPRAY WITH WEED KILLER TO REMOVE

PERENNIAL PLANTS & PAINT. 2/CP501

BOUNDARY MARKER: CUT GRASSES & SPRAY WITH WEED KILLER TO REMOVE

PERENNIAL PLANTS & PAINT. 3/CP501

ROUTE ROCK MARKER: CUT GRASSES & SPRAY WITH WEED KILLER TO REMOVE

PERENNIAL PLANTS & PAINT. 3/CP501

TIE DOWN: NEW CHAIN/RATCHET STRAP 3,4,5,6/CP506

REPLACE EXISTING INFORMATION BOARD. 2/CP506

EXISTING OUTHOUSE

EXISTING HITCHING POST

EXISTING CULVERT

EXISTING WINDSOCK 1/CP502

GRADE SURFACE BETWEEN BOUNDARY MARKERS TO REMOVE SMALL ROCKS, RUTS,

AND RODENT MOUNDS AND HOLES ETC. 3, 4/CP504

REPLACE EXISTING OPEN TOP DRAINS AND GRATES

EXISTING TREELINE

SEGMENTED CIRCLE MARKER: CUT GRASSES & SPRAY WITH WEED KILLER TO REMOVE

PERENNIAL PLANTS & PAINT. 2/CP502

EXISTING FIRE RING

TIE DOWN: INSTALL NEW CHAIN 6/CP506

REPLACE EXISTING BELT DRAIN 2/CP504

#2080 #2084 #2085

#2088

#2089

#2090

#2091

#2098

#2100

#2104

1342'

1345'

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

O F

C

O

LD

M

EA

D O

W S

D

ES

IG

N

P

LA

N

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

Y

S

EP

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M

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R

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P D

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M

A

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T\ D

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IN

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EE

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\1

C P1

.D

W G

FT

80'40'0

4 4

11 11

REMOVE TREES AND VEGETATION

IMPEDING 20:1 SLOPE

KEYED NOTES

DESCRIPTION DETAIL

EXISTING THRESHOLD MARKER: CUT GRASSES & SPRAY WITH WEED KILLER TO REMOVE

PERENNIAL PLANTS & PAINT. 2/CP501

BOUNDARY MARKER: CUT GRASSES & SPRAY WITH WEED KILLER TO REMOVE

PERENNIAL PLANTS & PAINT. 3/CP501

ROUTE ROCK MARKER: CUT GRASSES & SPRAY WITH WEED KILLER TO REMOVE

PERENNIAL PLANTS & PAINT. 3/CP501

TIE DOWN: NEW CHAIN/RATCHET STRAP 3,4,5,6/CP506

REPLACE EXISTING INFORMATION BOARD. 2/CP506

EXISTING OUTHOUSE

EXISTING HITCHING POST

EXISTING CULVERT

EXISTING WINDSOCK 1/CP502

GRADE SURFACE BETWEEN BOUNDARY MARKERS TO REMOVE SMALL ROCKS, RUTS,

AND RODENT MOUNDS AND HOLES ETC. 3, 4/CP504

REPLACE EXISTING OPEN TOP DRAINS AND GRATES

EXISTING TREELINE

SEGMENTED CIRCLE MARKER: CUT GRASSES & SPRAY WITH WEED KILLER TO REMOVE

PERENNIAL PLANTS & PAINT. 2/CP502

EXISTING FIRE RING

TIE DOWN: INSTALL NEW CHAIN 6/CP506

REPLACE EXISTING BELT DRAIN 2/CP504

P

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

O F

KR

A

SS

EL

O

V

ER

IE

W

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

Y

S

EP

TE

M

BE

R

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FT

400'200'0

C P1

C P1

KRASSEL AIRSTRIP GENERAL INFORMATION

TOTAL LENGTH OF AIRSTRIP FROM THRESHOLD TO THRESHOLD: 1,485'

TYPICAL DISTANCE BETWEEN BOUNDARY MARKERS (PARALLEL): NA

TYPICAL DISTANCE BETWEEN BOUNDARY MARKERS (PERPENDICULAR): NA

NUMBER OF EXISTING TIE DOWNS: 1

NUMBER OF EXISTING INFORMATION BOARDS: 0

NUMBER OF EXISTING SIGNS: 0

NUMBER OF EXISTING OUTHOUSES: 0

NUMBER OF EXISTING BELT DRAINS: 0

NUMBER OF EXISTING TOP DRAINS: 0

P

#2003#2007

#2021

#2024

#2042

#2043

#2045

#2048

#2061 #2062

#2070

#2071

#2073 #2074

#2075

#2079

#2083 #2084

449'

449'

449'

449'

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

O F

KR

A

SS

EL

D

ES

IG

N P

LA

N

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

Y

S

EP

TE

M

BE

R

H

PR

O

JE

C

TS

\2

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C

LH

-G

A O

A

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A

HO

A

IR

ST

RI

P D

EF

M

A

IN

T\ D

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W

IN

G

S\

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EE

TS

\2

C P1

.D

W G

FT

80'40'0

REMOVE TREES AND VEGETATION

IMPEDING 20:1 SLOPE

KEYED NOTES

DESCRIPTION DETAIL

REMOVE EXISTING THRESHOLD MARKER.

NEW THRESHOLD MARKER: INSTALL & PAINT. 2/CP501

NEW BOUNDARY MARKER: INSTALL & PAINT. 3/CP501

TIE DOWN: INSTALL NEW CHAIN. 6/CP506

EXISTING WINDSOCK 1/CP502

PROPOSED WINDSOCK LOCATION FOR SOUTH WINDSOCK. 1/CP502

GRADE SURFACE BETWEEN BOUNDARY MARKERS TO REMOVE

SMALL ROCKS, RUTS, AND RODENT MOUNDS AND HOLES ETC. 3, 4/CP504

PROPOSED SEGMENTED CIRCLE MARKER: INSTALL & PAINT. 2/CP502

EXISTING CONCRETE PAD

EXISTING HELICOPTER LANDING PAD

EDGE OF SLOPE

EXISTING HEAD STONE

#2049 #2050 #2052

#2053

#2058 #2059

449'

449' 65

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

O F

KR

A

SS

EL

D

ES

IG

N P

LA

N

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

Y

S

EP

TE

M

BE

R

H

PR

O

JE

C

TS

\2

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C

LH

-G

A O

A

ID

A

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A

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ST

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P D

EF

M

A

IN

T\ D

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W

IN

G

S\

SH

EE

TS

\2

C P1

.D

W G

FT

80'40'0

REMOVE TREES AND VEGETATION

IMPEDING 20:1 SLOPE

KEYED NOTES

DESCRIPTION DETAIL

REMOVE EXISTING THRESHOLD MARKER.

NEW THRESHOLD MARKER: INSTALL & PAINT. 2/CP501

NEW BOUNDARY MARKER: INSTALL & PAINT. 3/CP501

TIE DOWN: INSTALL NEW CHAIN. 6/CP506

EXISTING WINDSOCK 1/CP502

PROPOSED WINDSOCK LOCATION FOR SOUTH WINDSOCK. 1/CP502

GRADE SURFACE BETWEEN BOUNDARY MARKERS TO REMOVE

SMALL ROCKS, RUTS, AND RODENT MOUNDS AND HOLES ETC. 3, 4/CP504

PROPOSED SEGMENTED CIRCLE MARKER: INSTALL & PAINT. 2/CP502

EXISTING CONCRETE PAD

EXISTING HELICOPTER LANDING PAD

EDGE OF SLOPE

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

O F

LA

N D

M A

RK

O

V

ER

V

IE

W

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

Y

S

EP

TE

M

BE

R

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PR

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C

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-G

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A

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A

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ST

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P D

EF

M

A

IN

T\ D

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W

IN

G

S\

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EE

TS

\2

C P1

.D

W G

FT

600'300'0

C P1

C P1

C P1

C P1

C

P1

LANDMARK AIRSTRIP GENERAL INFORMATION

TOTAL LENGTH OF AIRSTRIP FROM THRESHOLD TO THRESHOLD: 4,160'

TYPICAL DISTANCE BETWEEN BOUNDARY MARKERS (PARALLEL): 107'

TYPICAL DISTANCE BETWEEN BOUNDARY MARKERS (PERPENDICULAR): 1,630'

NUMBER OF EXISTING TIE DOWNS: 2

NUMBER OF EXISTING INFORMATION BOARDS: 0

NUMBER OF EXISTING SIGNS: 3

NUMBER OF EXISTING OUTHOUSES: 1

NUMBER OF EXISTING BELT DRAINS: 0

NUMBER OF EXISTING TOP DRAINS: 0

#2050

#2054

#2056

#2058

#2062

#2063

809'

809'

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

O F

LA

N D

M A

RK

D

ES

IG

N P

LA

N

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

Y

S

EP

TE

M

BE

R

H

PR

O

JE

C

TS

\2

3-

C

LH

-G

A O

A

ID

A

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A

IR

ST

RI

P D

EF

M

A

IN

T\ D

RA

W

IN

G

S\

SH

EE

TS

\2

C P1

.D

W G

FT

80'40'0

REMOVE TREES AND VEGETATION

IMPEDING 20:1 SLOPE

KEYED NOTES

DESCRIPTION DETAIL

EXISTING THRESHOLD MARKER: CUT GRASSES & REMOVE PERENNIAL PLANTS & PAINT. 2/CP501

REMOVE EXISTING BOUNDARY MARKER: MOVE TO NEW LOCATION.

TIE DOWN: NEW CHAIN/RATCHET STRAP 3,4,5,6/CP506

EXISTING TIE DOWN SIGN

RELOCATE EXISTING WINDSOCK AND SEGMENTED CIRCLE HERE. 1, 2/CP502

INSTALL NEW WINDSOCK AND SEGMENTED CIRCLE HERE. 1, 2/CP502

EXISTING CULVERT

EXISTING WINDSOCK: MOVE TO NEW LOCATION. 1/CP502

GRADE SURFACE BETWEEN BOUNDARY MARKERS TO REMOVE SMALL ROCKS, RUTS,

AND RODENT MOUNDS AND HOLES ETC. 3, 4/CP504

EXISTING POSTLINE

EXISTING TREELINE

REPLACE EXISTING INFORMATION BOARD WITH ROCKART INFORMATION BOARD. 2/CP506

RELOCATE EXISTING BOUNDARY MARKER HERE & PAINT. 3/CP501

INSTALL NEW BOUNDARY MARKER & PAINT. 3/CP501

TIE DOWN: INSTALL NEW CHAIN 6/CP506

TIE DOWN: NEW STEEL BOX AND CHAIN/RATCHET STRAP 3,4,5,6/CP506

#2033 #2035

#2037

#2039

#2040

#2042 #2044

#2046

#2047

#2048

809'

809'

107'

809'

809'

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

O F

LA

N D

M A

RK

D

ES

IG

N P

LA

N

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

Y

S

EP

TE

M

BE

R

H

PR

O

JE

C

TS

\2

3-

C

LH

-G

A O

A

ID

A

HO

A

IR

ST

RI

P D

EF

M

A

IN

T\ D

RA

W

IN

G

S\

SH

EE

TS

\2

C P1

.D

W G

FT

80'40'0

KEYED NOTES

DESCRIPTION DETAIL

EXISTING THRESHOLD MARKER: CUT GRASSES & REMOVE PERENNIAL PLANTS & PAINT. 2/CP501

REMOVE EXISTING BOUNDARY MARKER: MOVE TO NEW LOCATION.

TIE DOWN: NEW CHAIN/RATCHET STRAP 3,4,5,6/CP506

EXISTING TIE DOWN SIGN

RELOCATE EXISTING WINDSOCK AND SEGMENTED CIRCLE HERE. 1, 2/CP502

INSTALL NEW WINDSOCK AND SEGMENTED CIRCLE HERE. 1, 2/CP502

EXISTING CULVERT

EXISTING WINDSOCK: MOVE TO NEW LOCATION. 1/CP502

GRADE SURFACE BETWEEN BOUNDARY MARKERS TO REMOVE SMALL ROCKS, RUTS,

AND RODENT MOUNDS AND HOLES ETC. 3, 4/CP504

EXISTING POSTLINE

EXISTING TREELINE

REPLACE EXISTING INFORMATION BOARD WITH ROCKART INFORMATION BOARD. 2/CP506

RELOCATE EXISTING BOUNDARY MARKER HERE & PAINT. 3/CP501

INSTALL NEW BOUNDARY MARKER & PAINT. 3/CP501

TIE DOWN: INSTALL NEW CHAIN 6/CP506

TIE DOWN: NEW STEEL BOX AND CHAIN/RATCHET STRAP 3,4,5,6/CP506

#2016

#2017 #2018

#2019

#2020

#2021

#2022

#2024 #2026

#2028

#2029

#2031

809'

809'

809'

809'

809'

809'

107'

107'

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT EXCEPT BY

AGREEMENT WITH CRS ENGINEERS.

PRINCIPAL :

MANAGER:

REVIEWER :

DRAFTER :

A B C D E F G H I J K L M

A B C D E F G H I J K L M

N

N

O P

O P

LEGAL NOTICE

REVISIONS

DESIGN

PROJECT

C P1

O F

LA

N D

M A

RK

D

ES

IG

N P

LA

N

IDAHO AIRSTRIP DEF

MAINT

2023-0164

19 SEPTEMBER 2024

ADDRESS

M. CHANDLER

J. PRETTYMAN

J. DEMANN

I. HOPPE

PRELIMINARY

DRAWINGS

NOT FOR

CONSTRUCTION

ID

-W F

:5

PM

T

HU

RS

D A

Y

S

EP

TE

M

BE

R

H

PR

O

JE

C

TS

\2

3-

C

LH

-G

A O

A

ID

A

HO

A

IR

ST

RI

P D

EF

M

A

IN

T\ D

RA

W

IN

G

S\

SH

EE

TS

\2

C P1

.D

W G

FT

80'40'0

KEYED NOTES

DESCRIPTION DETAIL

EXISTING THRESHOLD MARKER: CUT GRASSES & REMOVE PERENNIAL PLANTS & PAINT. 2/CP501

REMOVE EXISTING BOUNDARY MARKER: MOVE TO NEW LOCATION.

TIE DOWN: NEW CHAIN/RATCHET STRAP 3,4,5,6/CP506

EXISTING TIE DOWN SIGN

RELOCATE EXISTING WINDSOCK AND SEGMENTED CIRCLE HERE. 1, 2/CP502

INSTALL NEW WINDSOCK AND SEGMENTED CIRCLE HERE. 1, 2/CP502

EXISTING CULVERT

EXISTING WINDSOCK: MOVE TO NEW LOCATION. 1/CP502

GRADE SURFACE BETWEEN BOUNDARY MARKERS TO REMOVE SMALL ROCKS, RUTS,

AND RODENT MOUNDS AND HOLES ETC. 3, 4/CP504

EXISTING POSTLINE

EXISTING TREELINE

REPLACE EXISTING INFORMATION BOARD WITH ROCKART INFORMATION BOARD. 2/CP506

RELOCATE EXISTING BOUNDARY MARKER HERE & PAINT. 3/CP501

INSTALL NEW BOUNDARY MARKER & PAINT. 3/CP501

TIE DOWN: INSTALL NEW CHAIN 6/CP506

TIE DOWN: NEW STEEL BOX AND CHAIN/RATCHET STRAP 3,4,5,6/CP506

#2001

#2003

#2004

#2006 #2008

#2009

#2012

#2014

809'

809'

805'

813'

107'

CONTACT INFORMATION

4246 S RIVERBOAT RD., STE 200

SALT LAKE CITY, UT 84123

P: 801.359.5565

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE PROPERTY OF CRS

CONSULTING ENGINEERS, INC. AND IS

NOT TO BE REPRODUCED, MODIFIED, OR

USED FOR ANY OTHER PROJECT OR

EXTENSION OF THIS PROJECT…