LunaWhite Deer CampgroundPSE Plan220222.pdf

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Attached to
Recreation Site Improvements, Chequamegon/Nicollet NF
Solicitation number
12445523R0006
Issued by

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Written by GovTribe AI ·

This federal opportunity notice solicits bids for recreation site improvement projects on the Chequamegon-Nicollet National Forest. The projects include trail realignment and facility upgrades at Valhalla Recreation Area, road work and campground improvements at Wanoka Campground, electrical and wastewater system installation at Wanoka Campground, road work at Picnic Point Campground, and a vault toilet replacement at Picnic Point Campground. The Luna-White Deer Campground project involves road reconditioning and repaving. The total small business set-aside opportunity is estimated between $1-2 million. The soliciting agency is the United States Department of Agriculture Forest Service. Bids are requested under NAICS code 237310 for construction of buildings related to recreation with a size standard of $40.5 million.

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FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

LUNA-WHITE DEER CAMPGROUND

FROM THE EAGLE RIVER RANGER DISTRICT OFFICE, TRAVEL SOUTH ON WALL STREET FOR 0.3 MILES.

TURN LEFT ONTO STATE HIGHWAY 70 E FOR 13.4 MILES. TURN RIGHT ONTO DIVIDE ROAD (FR 2176) SOUTH FOR 5.7 MILES. TURN RIGHT ONTO FR 2188 TO REACH LUNA-WHITE DEER CAMPGROUND AT

DIVIDE ROAD, HILES, WI 54511. LATITUDE 45.889029 AND LONGITUDE -88.957665.

ROAD RECONDITIONING AND REPAVING

RECOMMENDED BY:

DATE

DISTRICT RANGER DATE

FOREST ENGINEER

2/2 1/2

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WISCONSIN

FOREST COUNTY

(R09) EASTERN REGION

CHEQUAMEGON NICOLET NATIONAL FOREST

EAGLE RIVER-FLORENCE RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVER SHEET 2/22/2022

C-01 GENERAL NOTES, CONTROL POINTS, AND QUANTITIES 2/22/2022

C-02 OVERVIEW PLAN AND CURVE DATA 2/22/2022

C-03 TEMPORARY TRAFFIC CONTROL 2/22/2022

C-04-05 TYPICAL SECTIONS 2/22/2022

C-06-12 PLAN - FR 2188 2/22/2022

C-13 PLAN - FR 2188B 2/22/2022

C-14 PLAN - FR 2188C 2/22/2022

C-15 PLAN - FR 2188D 2/22/2022

C-16 PLAN - FR 2188E 2/22/2022

C-17 CULVERT, RECONDITIONING, CLEAR AND GRUB AND EC TABLES 2/22/2022

C-18-26 EROSION CONTROL PLAN 2/22/2022

C-27-28 DETAILS 2/22/2022

EAGLE RIVER-FLORENCE DISTRICT OFFICE

1247 E. WALL ST.

EAGLE RIVER, WI 54521

APPROVED BY:

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/2 1/2

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(R09)

EASTERN REGIOON

PROJECT NAME

LUNA-WHITE

DEER

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

EAGLE RIVER-FLORENCE RANGER

DISTRICT

GENERAL NOTES,

CONTROL POINTS, AND

QUANTITIES

2/22/2022

R.POLKINGHORN

R.POLKINGHORN

A. JOHNSTON

C-01 2 28

GENERAL NOTES

1. THE GOVERNING SPECIFICATIONS SHALL BE THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14, THE LATEST EDITION PUBLISHED

BY THE US DEPT. OF TRANSPORTATION.

2. THE WORK COVERED BY THESE PLANS INCLUDES REMOVAL OF CORDUROY AND EXCAVATION BELOW SUBGRADE (EBS), REMOVAL OF THE EXISTING CULVERT PIPES, INSTALLATION OF A NEW CULVERTS, PAVEMENT FULL DEPTH RECLAMATION AND ASPHALT PAVEMENT, AND PLACEMENT OF EROSION CONTROL AND SLOPE PROTECTION.

3. THE CONTRACTOR SHALL CONTACT DIGGERS HOTLINE A MINIMUM OF 3 WORKING DAYS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS TO INSURE THAT

THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED.

4. FOREST ROAD 2188 SHALL BE CLOSED TO THRU TRAFFIC AT THE INTERSECTION WITH DIVIDE ROAD DURING CONSTRUCTION. THE CONTRACTING OFFICER SHALL BE NOTIFIED IN WRITING 3 WEEKS PRIOR

TO ANY PROPOSED CLOSURE. DURATION OF CLOSURE SHALL NOT EXCEED 70 CONSECUTIVE DAYS. ROAD CLOSURE SIGNING SHALL BE IN PLACE PRIOR TO CLOSING ROAD.

5. NO MATERIAL SHALL BE CLEANED OR ALLOWED TO ERODE INTO THE WETLANDS OR LAKE NOR SHALL MATERIAL BE PLACED INTO THE WATER OR WETLANDS EXCEPT AS SHOWN ON THE PLANS.

6. WATER THAT IS REQUIRED TO BE PUMPED FOR DEWATERING SHALL BE FILTERED THROUGH A GEOTEXTILE BAG, OR EQUIVALENT PRIOR TO DISCHARGE. THE BAG SHALL BE REPLACED WITH A CLEAN BAG

WHEN EXISTING BAG IS FULL OR PLUGGED.

7. ALL DISTURBED GROUND SHALL BE PREPARED, SEEDED, FERTILIZED, AND PROTECTED WITH ROLLED EROSION CONTROL PRODUCT, TYPE A IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.

8. ALL EQUIPMENT SHALL BE CLEANED ACCORDING TO THE SPECIFICATIONS PRIOR TO USE ON THIS PROJECT.

9. THE CONTRACTOR SHALL IMMEDIATELY STOP WORK AND NOTIFY THE CONTRACTING OFFICER IF HERITAGE RESOURCES OR HUMAN REMAINS ARE ENCOUNTERED.

10. ANY HAUL ROADS USED SHALL BE MAINTAINED BY THE CONTRACTOR AS NEEDED AND AS DIRECTED BY THE CONTRACTING OFFICER.

11. NO WORK SHALL BE PERFORMED ON FEDERAL HOLIDAYS OR WEEKENDS WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER.

12. THE CONTRACTOR MAY NOT DAMAGE EXISTING LIVE TREES UNLESS INDICATED IN THE PLANS FOR REMOVAL, PRUNING, OR TRIMMING.

13. DISPOSAL OF EXCESS EARTHWORK (WASTE) SHALL BE REMOVED FROM THE PROJECT AREA AND BE PROPERLY DISPOSED OF OUTSIDE OF WETLANDS AND AWAY FROM WATER BODIES. AT THE

CONTRACTOR'S DISCRETION, THE FOREST SERVICE HAS UP TO TWO WASTE SITES AVAILABLE FOR CONTRACTOR DISPOSAL OF WASTE FROM THIS PROJECT ONLY. THE SITES ARE WITHIN 8-MILES TRAVEL ALONG FOREST SERVICE ROADS. NO WASTE FROM OUTSIDE OF THE PROJECT MAY BE DUMPED AT THE DISPOSAL SITE(S). PLACING WASTE MATERIAL ON FOREST SERVICE LANDS WILL INCIDENTALLY INCLUDE PLACING WASTE MATERIAL AT A DEPTH NO DEEPER THAN 5-FEET, GRADED TO MATCH THE NATURAL TERRAIN, SEEDING WITH RYEGRASS AT A RATE OF 3 LBS/ 1,000 SQUARE FEET

MULCH, AND SILT FENCE UNDER THE WASTE PAY ITEM.

14. EARTHWORK RELATED ITEMS AND WASTE WILL BE MEASURED AS PLAN QUANTITY.

15. TURF ESTABLISHMENT BID ITEM (MEASURED AS LUMP SUM) IS FOR PERMANENT RESTORATION OF THE PROJECT SITE DISTURBED AREAS AND INCIDENTALLY INCLUDES SEED AND FERTILIZER. WASTE

AREA(S) ON FOREST SERVICE PROPERTY WILL BE RE-VEGETATED UNDER THE INDIVIDUAL DRY METHOD SEEDING, FERTILIZER, AND MULCH BID ITEMS AND ARE MEASURED BY THE ACRE. TEMPORARY TURF ESTABLISHMENT (MEASURED BY THE ACRE) WILL APPLY TO THE PROJECT SITE DISTURBED AREAS AND THE FOREST SERVICE WASTE AREA RESTORATION.

16. THE PROPOSED IMPROVEMENTS COVERED BY THESE PLANS ARE IN ACCORDANCE WITH FOREST SERVICE PRECONSTRUCTION HANDBOOK #FSH7709.56 AND AASHTO: "GEOMETRIC DESIGN OF VERY LOW

VOLUME LOCAL ROADS <400 ADT (2001)" WHERE APPLICABLE.

17. ALL BACKFILL MATERIAL SHALL BE COMPACTED ACCORDING TO FP-14 SUBSECTION 209.10.

18. CULVERTS SHALL BE INSTALLED "IN THE DRY". ALL STREAM FLOW SHALL BE PUMPED AROUND THE SITE IF NEEDED AND BE INCIDENTAL TO THE PIPE CULVERT ITEM.

19. COFFERDAM IF NEEDED SHALL BE INCIDENTAL TO THE PIPE CULVERT ITEM. COFFERDAMS MAY NOT BE LOCATED OUTSIDE OF THE EROSION CONTROL SILT FENCE SHOWN ON THE PLANS.

20. SAWCUT IS INCIDENTAL TO REMOVAL OF ASPHALT PAVEMENT,DISPOSAL METHOD A ITEM.

21. ASPHALTIC TACK COAT ON AGGREGATE SURFACES WILL BE DONE AT A RATE OF 0.10 GAL/SQYD OR OTHER RATE AS REQUIRED BY THE CO.

22. ASPHALT TACK COAT ON ASPHALT PAVEMENT SURFACES WILL BE AT A RATE OF 0.07 GAL/SQYD OR OTHER RATE AS REQUIRED BY THE CO.

LUNA-WHITE DEER CAMPGROUND

HORIZONTAL AND VERTICAL CONTROL

POINT

LOCATION

ELEV. DESCRIPTION

STA./OFF. N E

1 2+24.32 F 14.04' 686975.56 822556.36 1732.09 CP

2 2+57.08 A 28.59' 687064.94 822412.89 1735.79 BM/CP, 1/2" IRON REBAR

3 2+97.35 A -14.25' 687048.78 822356.40 1734.93 CP

4 7+89.94 A 26.01' 687427.28 822038.43 1743.49 BM, MAG. NAIL IN 10" MAPLE

5 8+73.94 A -12.35' 687464.72 821954.03 1739.97 CP

6 10+50.83 A 10.94' 687612.58 821854.17 1736.16 CP

7 13+10.80 A -13.05' 687828.73 821710.73 1741.76 CP

8 14+07.55 A -18.43' 687924.61 821688.21 1741.63 BM, MAG. NAIL IN 14" MAPLE

9 16+32.07 A 13.23' 688151.84 821689.10 1739.90 CP

10 20+90.89 A -13.40' 688583.80 821529.93 1737.17 CP

11 20+99.14 A 35.23' 688607.16 821573.37 1738.39 BM, MAG. NAIL IN 14" MAPLE

12 24+43.45 A -40.59' 688913.70 821394.87 1729.58 BM, MAG. NAIL IN 14" HEMLOCK

13 24+65.75 A -13.19' 688942.20 821416.23 1730.82 CP

14 26+27.66 A 12.80' 689106.45 821413.82 1727.04 CP

15 32+80.29 A 37.77' 689758.98 821337.75 1706.05 CP/BM, MAG. NAIL IN 14" MAPLE

16 32+88.33 A 17.02' 689761.67 821315.55 1704.53 CP

17 34+48.54 A -12.42' 689902.42 821231.74 1702.60 CP

18 37+13.02 A 12.09' 690163.31 821184.17 1700.66 CP

19 37+96.79 A -14.57' 690243.05 821145.46 1703.64 BM/CP, 1/2" IRON REBAR

20 38+54.59 A -13.90' 690302.84 821147.02 1709.33 CP

21 41+34.27 A -15.64' 690566.60 821249.48 1730.88 CP

22 43+47.52 A 32.88' 690736.78 821392.59 1725.76 BM/CP, MAG. NAIL IN 14" HEMLOCK

23 43+61.98 A 15.78' 690756.92 821381.43 1725.00 CP

24 45+75.62 A 13.20' 690973.70 821396.18 1717.77 CP

25 47+42.17 A -12.09' 691141.58 821372.12 1713.87 CP

26 50+94.50 A 25.62' 691463.36 821537.57 1707.04 CP

27 51+11.58 A 33.09' 691482.60 821546.13 1708.69 BM, MAG. NAIL IN 7" OAK

28 53+60.21 A 7.31' 691711.75 821423.20 1705.83 CP

29 55+90.43 A -8.70' 691923.53 821333.10 1707.77 CP

30 56+99.88 A 23.83' 692039.95 821326.12 1714.05 BM IN S. COR. CONC.

31 57+11.39 A 17.56' 692048.22 821314.62 1713.56 CP

32 59+03.34 A 10.84' 692179.19 821167.93 1719.73 CP

33 61+05.15 A 19.35' 692252.63 820971.64 1710.79 CP

34 62+29.46 A -22.75' 692146.38 820899.68 14712.70 BM IN NW COR. CONC.

35 63+32.70 A 34.32' 692059.87 820811.94 1713.04 CP

36 65+88.48 A 10.17' 691864.20 821001.45 1728.35 CP

37 67+35.42 A -8.94' 691745.12 821087.43 1725.58 CP

38 68+66.62 A 26.36' 691612.06 821082.88 1725.33 BM IN NE COR. CONC.

39 68+88.48 A -11.56' 691594.11 821122.62 1722.77 CP

40 71+29.38 A 8.79' 691352.42 821099.26 1710.76 CP

41 71+61.30 A -22.19' 691320.82 821130.57 1710.16 BM IN SW COR. CONC.

42 73+72.60 A 12.04' 691106.72 821109.75 1708.95 CP

43 74+92.34 A 23.89' 690995.13 821175.18 1713.37 CP

44 3+18.38 B 9.80' 690143.38 820951.51 1699.71 CP

45 4+12.15 B 12.49' 690075.76 820880.59 1700.38 CP

46 5+01.44 B 10.04' 689991.09 820838.67 1702.63 CP

47 5+59.97 B 10.24' 689950.33 820891.77 1702.72 CP

48 7+55.02 B -11.60' 690122.51 820993.14 1699.72 CP

49 1+95.23 C 13.44' 690635.92 821215.71 1734.29 CP

50 3+11.00 C -9.20' 690733.91 821155.27 1736.08 CP

51 5+67.01 C 13.89' 690767.22 820917.28 1721.42 CP

52 6+81.59 C 9.64' 690647.27 820923.19 177.97 CP

53 7+69.10 C -19.57' 690580.43 820986.77 1724.09 BM IN S. COR. CONC.

54 8+77.35 C 12.21' 690476.13 821030.91 1726.67 CP

55 9+81.34 C -8.72' 690550.04 821112.04 1728.96 CP

56 3+05.93 D -8.54' 691504.45 821687.13 1705.38 CP

57 5+44.30 D 12.45' 691687.80 821840.90 1700.55 CP

58 2+98.76 E -20.94' 691673.25 821292.16 1710.12 BM IN S. COR. CONC.

LEGEND

BOLLARD

CLEAN OUT

WATER VALVE

MAIL BOX

STORM SEWER MANHOLE

FIRE HYDRANT

TELEPHONE PEDESTAL

ELECTRIC PEDESTAL

POWER POLE

FLAG POLE

LIGHT POLE

BENCHMARK

LAND DECIDUOUS TREE

SINGLE POLE SIGN

MARK CMK

GAS VALVE

CONTROL POINT

SANITARY MANHOLE

INLET FLOOD DRAIN

YARD LIGHT

SATELLITE DISH

LAND CONIFEROUS SHRUB

LIGHT POLE MAST ARM

WITNESS CORNER MONUMENT

ELECTRIC/GAS METER

EXISTING SANITARY SEWER LINE

BURIED GAS LINE

BURIED ELECTRIC LINE

EXISTING STORM SEWER LINE

BURIED WATER SERVICE

OVERHEAD UTILITY

UNDERGROUND TELEPHONE LINE

UNDERGROUND FIBER OPTIC

SECTION LINE

PROPERTY LINE

WW

SAN

SS

COORDINATE SYSTEM: WisCORS, FOREST COUNTY HORIZONTAL DATUM:NAD83(2011)

VERTICAL DATUM: NAVD88(2012), USING GEOID 12A UNITS: US SURVEY FOOT

SAN

QUANTITIES

ITEM DESCRIPTION QUANTITY UNIT

15101 Mobilization 1 Lump Sum

15201 Construction survey and staking, method II, tolerance class A 1 Lump Sum

15204 Drainage structure survey and staking 23 Each 15207 Grade finishing stakes, conventional survey methods, tolerance class A 0.089 Mile 15212 Slope, reference, and clearing and grubbing stakes; method II, tolerance class A 1 Lump Sum

15217 Centerline reestablishment, Precision 0.06' 4 Each 15220 Establish clearing limits 1 Lump Sum

15401 Contractor testing 1 Lump Sum

15713 Soil erosion and pollution control 1 Lump Sum

20158 Clearing and Grubbing 1 Lump Sum

20302 Removal of culvert pipe, disposal method A 24 Each 20304 Removal of asphalt pavement, disposal method A 1,306 Square Yard

20407 Roadway excavation 399 Cubic Yard 20410 Subexcavation 931 Cubic Yard 20414 Conserved Top Soil 1 Lump Sum

20417 Embankment construction, compaction placement method A 31 Cubic Yard 20429 Waste 1,299 Cubic Yard 20701 Earthwork geosynthetics, type geotextile, class 1, type A 561 Square Yard

30102 Aggregate base, grading C 1,128 Ton 30107 Subbase, grading A 1,478 Ton 30208 Aggregate surface course, method 2 83 Ton 30302 Ditch reconditioning 477 Foot 30305 Shoulder reconditioning 13,850 Foot 30401 Full Depth Reclamation, 6-inch depth, 1.25-inch minus, compaction method 2 1.312 Mile

40304A Asphalt concrete, WI State DOT, Type 4 MT 58-28 S 1,360 Ton 40304B Asphalt concrete, WI State DOT, Type 6 MT 58-34 S 971 Ton 41202 Asphalt Tack Coat 2,400 Gallon

60201A 12 inch pipe culvert, polymer coated steel, gage 14, compaction method A 189 Foot 60201B 15 inch pipe culvert, polymer coated steel, gage 14, compaction method A 38 Foot 60201C 18 inch pipe culvert, polymer coated steel, gage 14, compaction method A 36 Foot

60203A 15 inch equivalent diameter arch or elliptical culvert pipe, 17"x13" steel pipe arch, polymer coated, 16 gage 270 Foot

60203B 18 inch equivalent diameter arch or elliptical culvert pipe, 17"x13" steel pipe arch, polymer coated, 16 gage 174 Foot

62404 Placing conserved topsoil, 4 inch depth 1,869 Square Yard

62550 Turf establishment 1 Lump Sum

62901 Rolled erosion control product, type A 1,869 Square Yard

63501 Temporary traffic control 1 Lump Sum

UTILITIES

NO UTILITIES CLAIMED TO HAVE FACILITIES WITHIN THE PROJECT AREA.

ALL UTILITY LOCATIONS ARE SHOWN FROM FIELD OBSERVATION BASED UPON LOCATES AND/OR INFORMATION RECEIVED FROM OTHER SURVEYS AND VARIOUS UTILITY COMPANIES. BEFORE THE START OF ANY EXCAVATION, A

COMPLETE LOCATE OF ALL UTILITIES WITH THE CONSTRUCTION AREA SHOULD BE COMPLETED.

TO OBTAIN LOCATIONS OF PARTICIPANTS UNDERGROUND FACILITIES BEFORE YOU DIG IN WISCONSIN.

CALL DIGGERS HOTLINE 1-800-242-8511 TOLL FREE WI STATUTE 182.0175(1974) REQUIRES MIN. 3 WORK DAYS NOTICE

BEFORE YOU EXCAVATE.

ABBREVIATIONS

AGG. AGGREGATE

ASPH. ASPHALT

BM BENCHMARK

CP CONTROL POINT

DIA. DIAMETER

EX. EXISTING

FT FOOT

IN INCH

LHF LEFT HAND FORWARD

MAX. MAXIMUM

MIN. MINIMUM

NOR. NORMAL

RHF RIGHT HAND FORWARD

SHLD SHOULDER

STA. STATION

TYP. TYPICAL

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

PT POINT OF TANGENT

VAR. VARIES

W/ WITH

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

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AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

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AutoCAD SHX Text L

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AutoCAD SHX Text U

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AutoCAD SHX Text

CO

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

WV

AutoCAD SHX Text

FLAG

76+84

1+00

2+00

3+00

4+00

5+00 6+00

7+00 8+00

9+00 10+00

11+00 12+00 13

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

34+00

35+00 36 +0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

52+00 53+00

+0

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57+00 58+00

59+00

60+00

61+00

+0

+0

64+0065+0066+00

67+00

+0

+0

+0

+0

+0

+0

074+00 75+00

76+00

3+14

0+94

1+

2+

3+

4+26

1+00

2+00

3+00

4+00

6+

1+00

2+00

3+

4+

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6+

+91

1+00 2+00

3+00

4+00

5+00

6+ 007+008+00

9+00

+00

7+

1+00 2+00

3+00

4+

5+

6+

7+

C1

C2

C3 C4

C5 C6 C7

C8

C9

C10

C11 C12

C13 C14

C15

C16

C17C18

C19

C20

C21

C22

C23

C24

C25

C26

C27

C28 C29

C30

C31

Curve Table: Alignments

Curve #

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

Radius

2640.00

550.00

520.00

1120.00

1350.00

720.00

770.00

400.00

370.00

350.00

190.00

400.00

200.00

200.00

700.00

125.00

200.00

80.00

360.00

480.00

Length

171.89

169.24

268.56

223.50

240.81

175.00

156.89

274.61

189.28

167.83

185.38

76.96

40.62

78.84

163.76

148.24

70.84

96.58

179.07

152.03

Chord Direction

N25° 46' 36.85"E

N50° 21' 06.81"W

N22° 50' 58.23"W

N12° 55' 49.59"W

N13° 32' 13.95"W

N15° 23' 24.26"W

N16° 30' 57.14"W

N8° 59' 19.81"E

N14° 00' 03.46"E

N12° 34' 14.23"E

N1° 38' 38.10"W

N24° 05' 01.26"W

N24° 23' 21.29"W

N41° 29' 59.02"W

N59° 29' 40.07"W

S79° 49' 47.98"W

S35° 42' 31.33"W

S9° 01' 31.38"E

S30° 39' 35.42"E

S7° 20' 11.11"E

Start Point

(822498.97,686885.97)

(822361.53,687062.30)

(821814.81,687645.48)

(821683.05,688102.45)

(821465.42,688816.86)

(821317.10,689671.84)

(821230.50,689938.09)

(821166.27,690192.75)

(821338.76,690697.34)

(821380.75,691084.06)

(821493.37,691400.92)

(821433.33,691675.69)

(821315.13,692004.31)

(821289.30,692056.85)

(821206.41,692139.04)

(821055.37,692226.51)

(820908.93,692193.17)

(820853.47,692106.00)

(820989.23,691892.54)

(821092.67,691695.72)

End Point

(822573.71,687040.73)

(822231.73,687169.86)

(821711.68,687890.22)

(821633.12,688319.93)

(821409.13,689050.66)

(821270.78,689840.15)

(821185.98,690088.24)

(821208.34,690458.69)

(821384.06,690879.01)

(821416.93,691246.30)

(821488.26,691578.97)

(821401.97,691745.84)

(821298.38,692041.24)

(821237.39,692115.51)

(821065.64,692221.98)

(820917.86,692201.84)

(820867.79,692135.95)

(820867.72,692016.30)

(821079.60,691740.09)

(821112.00,691545.56)

Curve Table: Alignments

Curve #

C21

C22

C23

C24

C25

C26

C27

C28

C29

C30

C31

Radius

190.00

150.00

34.00

34.00

140.00

87.00

87.00

25.00

200.00

100.00

200.00

Length

281.21

131.68

53.40

53.41

185.92

73.08

103.68

38.16

36.17

102.70

55.46

Chord Direction

S47° 02' 56.01"E

S58° 09' 58.63"W

S11° 58' 59.14"E

N78° 01' 00.83"E

N42° 11' 39.12"W

S72° 27' 41.33"W

S9° 02' 11.22"W

S77° 30' 29.22"E

N53° 35' 02.49"E

N64° 22' 11.81"E

N72° 03' 07.99"E

Start Point

(821113.25,691151.43)

(821009.22,690151.34)

(820854.13,690012.11)

(820864.12,689965.08)

(821201.00,690653.00)

(821005.24,690791.63)

(820937.01,690769.67)

(821010.16,690499.45)

(821078.48,690512.94)

(821596.06,691443.43)

(821221.39,691624.12)

End Point

(821300.80,690976.84)

(820900.91,690084.09)

(820864.11,689965.08)

(820911.15,689975.07)

(821085.10,690780.83)

(820937.58,690770.25)

(820921.67,690673.23)

(821043.90,690491.97)

(821107.55,690534.38)

(821684.64,691485.93)

(821273.98,691641.16)

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/2 1/2

2 1 1:

C

ED

P

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NE

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1_

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AN

S\

1.5

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L_

-O

VE

RV

IE

W .D

W G;

(R9)

EASTERN REGION

LUNA-WHITE DEER

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

EAGLE RIVER - FLORENCE

RANGER DISTRICT

OVERVIEW PLAN AND

CURVE DATA

2/22/2022

R. POLKINGHORN

R. POLKINGHORN

A. JOHNSTON

C-02 3 28

FR 2188

DIVIDE RD. (FR 2176)

ROAD RECONSTRUCTION AND PIPE CULVERT REPLACEMENT

STA. 10+71"A" TO 31+33"A" (SEE SHEETS C-06 TO C-08):

ROADWAY EXCAVATION AND SUBEXCAVATION (REMOVE CORDUROY);

PIPE CULVERT REPLACEMENT;

ASPHALT CONCRETE, WI STATE DOT, TYPE 6 MT 58-34 S (TOP

LAYER-1.25") AND ASPHALT CONCRETE, WI STATE DOT, TYPE 4 MT

58-28 S (BOTTOM LAYER-1.75");

AS SHOWN IN PLANS

WETLAND

NOTES

1. CULVERT PIPES ARE DESIGNATED WITH "P#". REMOVE

AND REPLACE UNLESS OTHERWISE INDICATED.

"F" LINE

Feet 1:2400

8004000 200

"A" LINE

FR 2188

"A" LINE

FR 2188

"A" LINE

FR 2188

"A" LINE

FR 2188

"A" LINE

FR 2188

"E" LINE

FR 2188E

"D" LINE

FR 2188D

(BOAT LAUNCH)

"C" LINE

FR 2188C"B" LINE

FR 2188B

P01

P02

P03

P04 P05

P06

P07

P14

P16

P08

P09

P10

P11

P13

P24 P23

P22

P21

P20 P19

P18

P17

P12

P15 (REMOVE ONLY)

ROAD RECONDITIONING, RESURFACING, AND PIPE CULVERT REPLACEMENT

STA. 36+97"A" TO 76+88"A", LINES 'B", "C", "D", AND "E" (SEE SHEETS C-9 TO C-15):

PIPE CULVERT REPLACEMENT;

FULL DEPTH RECLAMATION, 6-INCH DEPTH, 1.25-INCH MINUS, COMPACTION METHOD 2 (USE FOR ROAD

BASE AND SHOULDERING MATERIAL);

SHOULDER RECONDITIONING (REMOVE ORGANIC MATTER), SHOULDER WIDENING AND EMBANKMENT GRADING (WHERE NEEDED, CONSTRUCT SHOULDERS FROM RECLAIMED ASPHALT PAVEMENT), DITCH

RECONDITIONING;

ASPHALT CONCRETE, WI STATE DOT, TYPE 6 MT 58-34 S (TOP LAYER-1.25") AND ASPHALT CONCRETE, WI

STATE DOT, TYPE 4 MT 58-28 S (BOTTOM LAYER-1.75");

AS SHOWN IN PLANS

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E

R11-2

CLOSED

ROAD

48"X30"

TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3

CLOSED

LUNA-WHITE DEER

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/2 1/2

2 1 2:

C

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\50

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AN

S\

1.5

_B D\

L_

-T C.

DW

G;

(R09)

EASTERN REGIOON

PROJECT NAME

LUNA-WHITE

DEER

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

EAGLE RIVER-FLORENCE RANGER

DISTRICT

TEMPORARY TRAFFIC

CONTROL

2/22/2022

R.POLKINGHORN

R.POLKINGHORN

A. JOHNSTON

C-03 4 28

Feet 1:120

20100 5

FR 2188

DI

VI

DE

R

D.

(F

R

NOTES

1. PLACE "LUNA-WHITE DEER ACCESS CLOSED" SIGN

(48"X24") ON 4" X 4" X 10' WOOD POST LOCATED 100'

SOUTH OF THE DIVIDE RD (FR 2176) AND STH 70

INTERSECTION, FACING NORTH. THE SIGN SHALL BE

(48" X 24") WHITE BACKGROUND WITH BLACK

LETTERING. THE SIGN MATERIAL SHALL BE REFLECTIVE

SHEETING ON ALUMINUM OR WOOD PANEL.

D

IV

ID

E

R D

FR

6)

STH 70

0'

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SIGN

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SIGN

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6" T

YP

PVT. WIDTH

2'

SHLDR.

3" T

YP

10:1 MIN.2:1 MAX.

3:1 NOR.

2:1 MAX.

CUT SLOPE

FILL SLOPE

2%, TYP.

4%, TYP. 4%, TYP.

2'

SHLDR.

PLACING CONSERVED

TOPSOIL, 4" DEPTH; TURF

ESTABLISHMENT (SEEDING,

FERTILIZER); ROLLED E.C.

PRODUCT, TYPE A

PLACING CONSERVED

TOPSOIL, 4" DEPTH; TURF

ESTABLISHMENT (SEEDING,

FERTILIZER); ROLLED E.C.

PRODUCT, TYPE A

ROAD RECONSTRUCTION

TYPICAL SECTION (NTS)

STA. 11+70 "A" TO STA. 12+90 "A"

STA. 13+60 "A" TO STA. 14+60 "A"

STA. 15+20 "A" TO STA. 15+60 "A"

STA. 17+95 "A" TO STA. 18+05 "A"

STA. 23+10 "A" TO STA. 23+40 "A"

STA. 26+65 "A" TO STA. 26+75 "A"

STA. 27+05 "A" TO STA. 27+15 "A"

STA. 27+40 "A" TO STA. 29+90 "A"

10' TYP. 10' TYP.

6' TREE PRUNING, CLEARING AND GRUBBING

WIDTH

6' TREE PRUNING, CLEARING AND GRUBBING

WIDTH

2%, TYP.

1.

' T

YP

EX.

GROUND

FINISHED ROAD GRADE

SUBBASE, GRADING A SEPARATION-STABILIZATION GEOTEXTILE,

CLASS 1, TYPE A (PLACE LENGTHWISE

ALONG CL, 12" MIN. OVERLAP)SUBEXCAVATION LIMIT (CORDUROY REMOVAL

INCIDENTAL TO SUBEXCAVATION)

AGGREGATE BASE, GRADING C

*1:11:1*

CL

2.6'2.6'

2.

6'

* EXCAVATE AT 1:1 SLOPE FROM EDGE OF ASPHALT

PAVEMENT DOWN TO SUBEXCAVATION DEPTH.

AGG. SURFACE

COURSE, TYP.

ASPHALT CONC., WI STATE DOT, (TOP LAYER - 1.25",

6 MT 58-34 S, BOTTOM LAYER - 1.75", 4 MT 58-28 S)

3" T

YP

PVT. WIDTH

2%, TYP. 4%, TYP.4%, TYP.

2' TREE

PRUNING WIDTH

2' TREE

PRUNING WIDTH

ROAD RESURFACING

TYPICAL SECTION (NTS)

STA. 36+97 "A" TO STA. 45+12 "A", W=10' TYP., UP TO 21.7' RT.

STA. 45+12 "A" TO STA. 54+00 "A", W=8' TYP.

STA. 54+00 "A" TO STA. 76+18 "A", W=7' TYP.

2'

SHLDR.

2'

SHLDR. WW

2%, TYP.

EX. GROUND

EX. AGG. BASE

(THICKNESS UNKNOWN)

FINISHED ROAD GRADEASPHALT CONC., WI STATE DOT, (TOP LAYER - 1.25",

6 MT 58-34 S, BOTTOM LAYER - 1.75", 4 MT 58-28 S)

FULL DEPTH RECLAMATION, 6-INCH

DEPTH, 1.25-INCH MINUS, COMPACTION

METHOD 2(USE FOR ROAD BASE AND

SHOULDERING MATERIAL)

CL

EX. ROAD GRADE

SHOULDER RECONDITIONING

(REMOVE ORGANIC MATTER AND

EARTH); CONSTRUCT SHOULDERS

FROM RECLAIMED ASPHALT

PAVEMENT, TYP.CUT SLOPE FILL SLOPE

6" T

YP

EX. ASPHALT PVT.

(THICKNESS VARIES)

EX.

GROUND

EX. ROAD

GRADE

3:1 NOR.2:1 MAX.

PLACING CONSERVED

TOPSOIL, 4" DEPTH; TURF

ESTABLISHMENT (SEEDING,

FERTILIZER); ROLLED E.C.

PRODUCT, TYPE A

DITCH RECONDITIONING

AS SHOWN ON PLANS

3:1 NOR.

2:1 MAX.

WIDEN SHOULDERS AND REGRADE

EMBANKMENT SLOPES WHERE

SHOWN IN THE PLANS

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/2 1/2

2 1 2:

C

ED

P

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NE

R

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DD

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1.5

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L_

-T

YP

IC

AL

S.

DW

G;

(R09)

EASTERN REGIOON

PROJECT NAME

LUNA-WHITE

DEER

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

EAGLE RIVER-FLORENCE RANGER

DISTRICT

TYPICAL SECTIONS

2/22/2022

R.POLKINGHORN

R.POLKINGHORN

A. JOHNSTON

C-04 5 28

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3" T

YP

PVT. WIDTH

2%, TYP. 4%, TYP.

4%, TYP.

2' TREE

PRUNING WIDTH

2' TREE

PRUNING WIDTH

ROAD RESURFACING

TYPICAL SECTION (NTS)

STA. 1+10 "B" TO STA. 4+92 "B", W=7' TYP., UP TO 27.5' LT. AND 12' RT.

STA. 4+92 "B" TO STA. 7+88 "B", W=6' TYP.

STA. 1+10 "C" TO STA. 1+84 "C", W=8' TYP.

STA. 1+84 "C" TO STA. 10+91 "C", W=6' TYP.

STA. 1+08 "D" TO STA. 3+77 "D", W=7' TYP.

STA. 3+77 "D" TO STA. 6+27 "D", W=10' TYP. UP TO 45' LT.

STA. 1+07 "E" TO STA. 4+18 "E", W=7' TYP.

2'

SHLDR.

2'

SHLDR. WW

2%, TYP.

EX. GROUND

EX. AGG. BASE

(THICKNESS UNKNOWN)

FINISHED ROAD GRADEASPHALT CONC., WI STATE DOT, (TOP LAYER - 1.25",

6 MT 58-34 S, BOTTOM LAYER - 1.75", 4 MT 58-28 S)

FULL DEPTH RECLAMATION, 6-INCH

DEPTH, 1.25-INCH MINUS,

COMPACTION METHOD 2(USE FOR

ROAD BASE AND SHOULDERING

MATERIAL)

CL

EX. ROAD GRADE

SHOULDER RECONDITIONING

(REMOVE ORGANIC MATTER AND

EARTH); CONSTRUCT SHOULDERS

FROM RECLAIMED ASPHALT

PAVEMENT, TYP.

CUT SLOPE FILL SLOPE

6" T

YP

EX. ASPHALT PVT.

(THICKNESS VARIES)

EX. ROAD

GRADE

EX.

GROUND

EX. ROAD

GRADE

3:1 NOR.2:1 MAX.

PLACING CONSERVED

TOPSOIL, 4" DEPTH; TURF

ESTABLISHMENT (SEEDING,

FERTILIZER); ROLLED E.C.

PRODUCT, TYPE A

DITCH RECONDITIONING

AS SHOWN ON PLANS

3:1 NOR.

2:1 MAX.

WIDEN SHOULDERS AND REGRADE

EMBANKMENT SLOPES WHERE SHOWN

IN THE PLANS (SEE DETAIL)

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/2 1/2

2 1 2:

C

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IC

AL

S.

DW

G;

(R09)

EASTERN REGIOON

PROJECT NAME

LUNA-WHITE

DEER

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

EAGLE RIVER-FLORENCE RANGER

DISTRICT

TYPICAL SECTIONS

2/22/2022

R.POLKINGHORN

R.POLKINGHORN

A.JOHNSTON

C-05 6 28

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1+

2+

3+

4+ 00 5+

6+

3+14

0+94

1+00

2+00

3+00

PC

: 2

+9 9.

PT

: 4

+6 9.

N59°10'02"W 199.83'

C1

C2 6+

7+

8+

9+

+0

+0

PI

: 1

0+

.9

PC

: 1

1+

.6

N41°32'11"W 583.90'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/2 1/2

2 1 2:

C

ED

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NE

R

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\C

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\50

1_

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AN

S\

1.5

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L_

-P

LA

N.

DW

G;

(R9)

EASTERN REGION

LUNA-WHITE DEER

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

EAGLE RIVER - FLORENCE

RANGER DISTRICT

PLAN

FR 2188

2/22/2022

R. POLKINGHORN

R. POLKINGHORN

A. JOHNSTON

C-06 7 28

DIVIDE RD. (FR 2176)

CP#1

"F" LINE

"A" LINE

FR 2188

P01

FR 2188

"A" LINE

FR 2188

FR 2188

Feet 1:240

80400 20

NOTES

1. CULVERT PIPES ARE DESIGNATED WITH "P#". REMOVE

AND REPLACE UNLESS OTHERWISE INDICATED.

BM/CP#2

CP#3

BM/CP#4

CP#5

CP#6

LEGEND

DITCH RECONDITIONING AND CLEARING

AND GRUBBING AS NEEDED

EMBANKMENT FILL

SHOULDER WIDENING

ROADWAY RECONSTRUCTION

(SUBEXCAVATION - REMOVE CORDUROY)

AutoCAD SHX Text C.P.

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LOGGING ROAD

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11+00

+0

+0

+0

+0

+0

PI

: 1

4+

.1

PC: 11+01.66

PC

: 1

5+

.3

PT

: 1

3+

.2

PI 4: E: 821694.88, N: 688008.98

C3

N8°03'15"W 119.94' N7°12'49"W 94.22'

+0

+0

+0

+0

+0

PT

: 1

8+

.8

N18°38'50"W 524.46'

C4

+0

+0

+0

+0

+0

+0

PC

: 2

3+

.3

PT

: 2

5+

.1

C5 N8°25'38"W 627.96'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/2 1/2

2 1 2:

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ED

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NE

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C:

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CA

MP

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OU

ND

S\

0_

CA

DD

\50

1_

PL

AN

S\

1.5

_B D\

L_

-P

LA

N.

DW

G;

(R9)

EASTERN REGION

LUNA-WHITE DEER

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

EAGLE RIVER - FLORENCE

RANGER DISTRICT

PLAN

FR 2188

2/22/2022

R. POLKINGHORN

R. POLKINGHORN

A. JOHNSTON

C-07 8 28

STA. 11+70"A" TO 12+90"A"

ROADWAY RECONSTRUCTION

(REMOVE CORDUROY)

"A" LINE

FR 2188

P02

P03

P04

P05

BM#12

FR 2188

"A" LINE

FR 2188

Feet 1:240

80400 20

"A" LINE

FR 2188

FR 2188

STA. 13+60"A" TO 14+60"A"

ROADWAY RECONSTRUCTION

(REMOVE CORDUROY)

STA. 15+20"A" TO 15+60"A"

ROADWAY RECONSTRUCTION

(REMOVE CORDUROY)

STA. 17+95"A" TO 18+05"A"

ROADWAY RECONSTRUCTION

(REMOVE CORDUROY)

FR 2188

STA. 23+10"A" TO 23+30"A"

ROADWAY RECONSTRUCTION

(REMOVE CORDUROY)

STA. 26+65"A" TO 26+75"A"

ROADWAY RECONSTRUCTION

(REMOVE CORDUROY)

STA. 27+05"A" TO 27+15"A"

ROADWAY RECONSTRUCTION

(REMOVE CORDUROY)

NOTES

1. CULVERT PIPES ARE DESIGNATED WITH "P#". REMOVE

AND REPLACE UNLESS OTHERWISE INDICATED.

2. MATCH ROADWAY PAVEMENT AND SHOULDER WIDTHS

AND ELEVATIONS.

3. VERIFY RECONSTRUCTION LIMITS WITH CONTRACTING

OFFICER PRIOR TO STARTING WORK.

TY

P.

1.

5'

TY

P.

10' 10'

1.

5'

TY

P.

1.

5'

TY

P.

2.

0'

TY

P.

TY

P.

CP#7

BM#8

CP#9

CP#9

BM#11

CP#13

CP#14

CP#10

LEGEND

DITCH RECONDITIONING AND CLEARING

AND GRUBBING AS NEEDED

EMBANKMENT FILL

SHOULDER WIDENING

ROADWAY RECONSTRUCTION

(SUBEXCAVATION - REMOVE CORDUROY)

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text C.P.

AutoCAD SHX Text B.M.

AutoCAD SHX Text C.P.

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

LOGGING ROAD

AutoCAD SHX Text

LOGGING ROAD

AutoCAD SHX Text

SIGN

AutoCAD SHX Text C.P.

AutoCAD SHX Text

SIGN

AutoCAD SHX Text C.P.

AutoCAD SHX Text B.M.

AutoCAD SHX Text

LOGGING ROAD

AutoCAD SHX Text B.M.

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text

SIGN

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

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AutoCAD SHX Text S

AutoCAD SHX Text T

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+0

+0

+0

+0

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PC

: 3 2+

.1

N8°25'38"W 627.96' C6

+0

+0

+0

0 35 +0

+0

+0

1+00

PC

: 3

2+

.1

PC

: 3

4+

.0

PC

: 3

7+

.2

PT

: 3

3+

.1

PT

: 3

6+

.8

N22°21'11"W 105.89' N10°40'43"W 106.35'

STA: 1+34.06, 33.00' L

N: 690133.50 E: 821140.53

STA: 37+22.33, 0.00' R

N: 690170.24 E: 821170.52

C6 C7

38+00

+0

+0

+0

+0

+0

1+00

PC: 37+45.24

PC

: 4

2+

.8

PT

: 4

0+

.8

N28°39'23"E 271.96'

STA 40+66.33

OFF 10.00' R STA 41+27.77

OFF 20.80' R

STA 41+38.89

OFF 21.72' R

STA 41+54.37

OFF 10.00' R

STA: 1+36.16, 32.00' R

N: 690197.82

E: 821130.87 STA: 41+55.37, 0.00'

N: 690577.62 E: 821273.33

C8

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/2 1/2

2 1 2:

C

ED

P

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NE

R

C:

\C

ED

P\

PR

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_F D_

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MP

GR

OU

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S\

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DD

\50

1_

PL

AN

S\

1.5

_B D\

L_

-P

LA

N.

DW

G;

(R9)

EASTERN REGION

LUNA-WHITE DEER

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

EAGLE RIVER - FLORENCE

RANGER DISTRICT

PLAN

FR 2188

2/22/2022

R. POLKINGHORN

R. POLKINGHORN

A. JOHNSTON

C-08 9 28

"A" LINE

FR 2188

P06

P07

CP/BM#15

FR 2188

Feet 1:240

80400 20

"A" LINE

FR 2188

FR 2188

"A" LINE

FR 2188

FR 2188

"C" LINE

FR 2188C

FR

8C

"B" LINE

FR 2188B FR

8B

STA. 27+40"A" TO 29+90"A"

ROADWAY RECONSTRUCTION

(REMOVE CORDUROY)

STA. 36+97"A" TO 76+88"A"

ROADWAY RESURFACING,

SAWCUT REQ'D.

(MATCH EXISTING)

ROADWAY RESURFACING

NOTES

1. CULVERT PIPES ARE DESIGNATED WITH "P#". REMOVE AND REPLACE

UNLESS OTHERWISE INDICATED.

2. MATCH ROADWAY PAVEMENT AND SHOULDER WIDTHS AND ELEVATIONS

IN THE ROADWAY RECONSTRUCTION SECTIONS.

3. VERIFY RECONSTRUCTION LIMITS WITH CONTRACTING OFFICER PRIOR TO

STARTING WORK.

4. ROADWAY RESURFACING INCLUDES: FULL DEPTH RECLAMATION, 6-INCH

DEPTH, 1.25-INCH MINUS, COMPACTION METHOD 2 (USE FOR ROAD BASE

AND SHOULDERING MATERIAL); SHOULDER RECONDITIONING (REMOVE

ORGANIC MATTER, CONSTRUCT SHOULDERS FROM RECLAIMED ASPHALT

PAVEMENT); ASPHALT CONCRETE, WI STATE DOT, (1.25" TOP LAYER - TYPE

6 MT 58-34 S, 1.75" BOTTOM LAYER - TYPE 4 MT 58-28 S).

TY

P.

1.

5'

TY

P.

VA

R

'-2 0'

2.

0'

TY

P.

TY

P.

2.

0'

TY

P.

VAR.

18'-20' 2.0'

TYP.

9'

54'

TRANSITION

14'

TYP.

CP#16

CP#17

CP#18

CP/BM#19

CP#20

CP#21

LEGEND

DITCH RECONDITIONING AND CLEARING

AND GRUBBING AS NEEDED

EMBANKMENT FILL

SHOULDER WIDENING

ROADWAY RECONSTRUCTION

(SUBEXCAVATION - REMOVE CORDUROY)

AutoCAD SHX Text

SIGN

AutoCAD SHX Text B.M.

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text C.P.

AutoCAD SHX Text B.M.

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text C.P.

AutoCAD SHX Text B.M.

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

KIOSK

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

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AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

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AutoCAD SHX Text U

AutoCAD SHX Text R

+0

+0

+0

+0

+0

+0

PI

: 4

5+

.1

PC

: 4

2+

.8

PC

: 4

6+

.1

PT

: 4

4+

.0

PT

: 4

8+

.0

PT: 76+11.82

PI 11, STA.45+78.14, E: 821382.95, N: 690976.05

S8 9°

'5

8" E

2.

N0°39'16"W 97.05' N1°10'00"W 108.03'

C9

C10

+0

+0

+0

+0

52+00

53+00

+0

4+26

4+00

1+00

PC

: 5

0+

.4

PC: 53+23.11

PT

: 4

8+

.0

PT: 52+11.87

PT

: 5

4+

.0

N26°18'29"E 172.48'

N29°35'45"W 111.23'

STA: 50+77.54, 0.00'

N: 691449.16 E: 821509.61

STA: 53+61.65, 0.00'

N: 691710.06 E: 821415.93

STA: 3+92.45, 33.00' R

N: 691665.64 E: 821399.99

C10

C11

C12

+0

+0

+0

0 57 +0

58+00

4+26

4+00

PC

: 5

3+

.1

PC

: 5

7+

.4

PC: 58+49.16

PC

: 5

6+

.7

PT

: 5

4+

.0

PT: 58+10.26

PT

: 5

7+

.3

N18°34'18"W 272.67'

N30°12'25"W 18.06'

N52°47'33"W 38.91'

STA: 53+61.65, 0.00'

N: 691710.06 E: 821415.93

C12

C13 C14

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/2 1/2

2 1 2:

C

ED

P

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NE

R

C:

\C

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P\

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_F D_

MT

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GR

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S\

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DD

\50

1_

PL

AN

S\

1.5

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L_

-P

LA

N.

DW

G;

(R9)

EASTERN REGION

LUNA-WHITE DEER

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

EAGLE RIVER - FLORENCE

RANGER DISTRICT

PLAN

FR 2188

2/22/2022

R. POLKINGHORN

R. POLKINGHORN

A. JOHNSTON

C-09 10 28

P08

P09

P13

BM/CP#22

BM#27

BM#30

Feet 1:240

80400 20

"A" LINE

FR 2188

FR 2188

ROADWAY RESURFACING

"A" LINE

FR 2188

FR

"A" LINE

FR 2188

FR 2188

ROADWAY RESURFACING

"A" LINE

FR 2188

FR 2188

ROADWAY RESURFACING

"E" LINE

FR 2188E

FR

8E

"E" LINE

FR 2188E

FR

8E

"D" LINE

FR 2188D

FR

8D

CAP

CAP

CAP

CAP

CAP

CAP

CAPCAP

CAP

CAP

CAP

NOTES

1. CULVERT PIPES ARE DESIGNATED WITH "P#". REMOVE AND

REPLACE UNLESS OTHERWISE INDICATED.

2. "CAP" REQUIRES 12' OF CAMPSITE APRON PAVING AT CAMPSITE

ENTRANCES AND WALKWAYS AT EXISTING FULL WIDTH WITH 3"

ASPHALT PAVEMENT.

3. ROADWAY RESURFACING INCLUDES: FULL DEPTH RECLAMATION,

6-INCH DEPTH, 1.25-INCH MINUS, COMPACTION METHOD 2 (USE

FOR ROAD BASE AND SHOULDERING MATERIAL); SHOULDER

RECONDITIONING (REMOVE ORGANIC MATTER, CONSTRUCT

SHOULDERS FROM RECLAIMED ASPHALT PAVEMENT); ASPHALT

CONCRETE, WI STATE DOT, (1.25" TOP LAYER - TYPE 6 MT 58-34 S,

1.75" BOTTOM LAYER - TYPE 4 MT 58-28 S).

TY

P.

2'

TY

P.

16'

TYP.

2'

TYP.

16'

TYP.

2'

TYP.

TY

P.

2'

TY

P.

16'

TYP.

2'TYP.

TY

P.

2'

TY

P.

16'

TYP.

2'

TYP.

30'

TRANSITION

38'

TRANSITION

8'

8'

29'

TRANSITION

8'

8'

7'

7'

CP#23

CP#25

CP#26

CP#28

CP#29

CP#31

CP#24

CP#28

LEGEND

DITCH RECONDITIONING AND CLEARING

AND GRUBBING AS NEEDED

EMBANKMENT FILL

SHOULDER WIDENING

AutoCAD SHX Text B.M.

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

STEEL GATE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text

STEEL GATE

AutoCAD SHX Text

SITE #11

AutoCAD SHX Text

SITE #10

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

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SIGN

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SIGN

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AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text C.P.

AutoCAD SHX Text B.M.

AutoCAD SHX Text

WELL

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text

SITE #17

AutoCAD SHX Text

SITE #16

AutoCAD SHX Text

SITE #15

AutoCAD SHX Text

SITE #14

AutoCAD SHX Text

SITE #13

AutoCAD SHX Text

SITE #12

AutoCAD SHX Text

SITE #11

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

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AutoCAD SHX Text T

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AutoCAD SHX Text C

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AutoCAD SHX Text R

+0

+0

62+00

63+00

PC

: 6

0+

.1

PC: 62+88.88

PC: 61+84.83

PT: 61+72.38

PT: 62+55.67

PT

: 6

0+

.9

S45°51'23"W 12.44'

S2 5°

'40

"W

3.2 0'

N66°11'47"W 11.22'

C15

C16

C17

63+00

+0

0 65 +0

0 66 +0

+0

+0

PI

: 6

4+

.5

PC: 62+88.88

PC

: 6

5+

.9

PC

: 6

7+

.2

PT

: 6

3+

.4

PT

: 6

7+

.9

PI 21, STA.64+43.55, E: 820907.79, N: 691974.24

S25°33'40"W 33.20'

S43°36'42"E 58.09' S44°54'35"E 115.36'

S16°24'36"E 46.25'

STA: 1+34.57, 33.00' L

C18 C19

+0

+0

+0

+0

+0

+0

1+00

PI

: 7

2+

.4

PI

: 7

0+

.7

PC

: 7

3+

.6

PC

: 6

7+

.2

3 PT

: 6 9+

.2

PI 24, STA.70+82.76, E: 821107.56, N: 691399.13

PI 25, STA.72+86.45, E: 821109.67, N: 691195.45

S0°35'38"E 203.69' S4°38'54"E 44.17' S1°44'14"W 146.50'

S16°24'36"E 46.25'

N

°5 9'

"E

STA: 68+77.25, 0.00'

N: 691604.50 E: 821110.17

STA: 1+34.57, 33.00' L

N: 691643.01 E: 821138.48

STA: 1+29.49, 33.00' R

N: 691577.13 E: 821144.94

C20

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/2 1/2

2 1 2:

C

ED

P

- O W

NE

R

C:

\C

ED

P\

PR

OJ

EC

TS

\21

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RE

ST

S

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VI

CE

_F D_

MT

V

AL

HA

LL

A

CA

MP

GR

OU

ND

S\

0_

CA

DD

\50

1_

PL

AN

S\

1.5

_B D\

L_

-P

LA

N.

DW

G;

(R9)

EASTERN REGION

LUNA-WHITE DEER

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

EAGLE RIVER - FLORENCE

RANGER DISTRICT

PLAN

FR 2188

2/22/2022

R. POLKINGHORN

R. POLKINGHORN

A. JOHNSTON

C-10 11 28

P10

P11

P12CP#39

BM#41

Feet 1:240

80400 20

"A" LINE

FR 2188

FR 2188

FR 2188

BM#34

"A" LINE

FR 2188

FR 2188

"A" LINE

FR 2188

"E" LINE

FR 2188E

FR

8E

CAP

CAP

CAP

CAP

CAP

CAP

CAP

CAP CAP

CAP

CAP

CAP

CAP

ROADWAY RESURFACING

ROADWAY RESURFACING

ROADWAY RESURFACING

TY

P.

2'

TY

P.

14'

TYP.

2'

TYP.

14'

TYP.

2'

TYP.

CP#32

CP#33

CP#35

CP#36

BM#38

CP#40

CP#37

REMOVE AND RESET SIGN

(CAMPSITE MARKER)

REMOVE AND RESET SIGN

(CAMPSITE MARKER)

NOTES

1. CULVERT PIPES ARE DESIGNATED WITH "P#".

REMOVE AND REPLACE UNLESS OTHERWISE

INDICATED.

2. "CAP" REQUIRES 12' OF CAMPSITE APRON PAVING AT

CAMPSITE ENTRANCES AND WALKWAYS AT EXISTING

FULL WIDTH WITH 3" ASPHALT PAVEMENT.

3. ROADWAY RESURFACING INCLUDES: FULL DEPTH

RECLAMATION, 6-INCH DEPTH, 1.25-INCH MINUS,

COMPACTION METHOD 2 (USE FOR ROAD BASE AND

SHOULDERING MATERIAL); SHOULDER

RECONDITIONING (REMOVE ORGANIC MATTER,

CONSTRUCT SHOULDERS FROM RECLAIMED

ASPHALT PAVEMENT); ASPHALT CONCRETE, WI

STATE DOT, (1.25" TOP LAYER - TYPE 6 MT 58-34 S,

1.75" BOTTOM LAYER - TYPE 4 MT 58-28 S).

LEGEND

DITCH RECONDITIONING AND CLEARING

AND GRUBBING AS NEEDED

EMBANKMENT FILL

SHOULDER WIDENING

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text B.M.

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SITE #21

AutoCAD SHX Text

SITE #20

AutoCAD SHX Text

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45+00

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73+00

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+0

+0

PI: 72+86.45

PI: 45+78.14

PC: 46+86.18

PC: 73+30.61

PT: 44+81.09

PT

: 7

6+

.8

PI 11, STA.45+78.14, E: 821382.95, N: 690976.05

PI 25, STA.72+86.45, E: 821109.67, N: 691195.45

S89°26'58"E 72.15'

S4 °3

8'

"E

4.

N 0°

'1

6" W

7.

N 1°

'0

0" W

.0 3'

C

C21

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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G;

(R9)

EASTERN REGION

LUNA-WHITE DEER

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

EAGLE RIVER - FLORENCE

RANGER DISTRICT

PLAN

FR 2188

2/22/2022

R. POLKINGHORN

R. POLKINGHORN

A. JOHNSTON

C-11 12 28

P12

Feet 1:240

80400 20

FR 2188

"A" LINE

FR 2188

FR

8E

ROADWAY RESURFACING

FR

CAP

CAP

CAP

CAP

ROADWAY RESURFACING

P13

FR

R30'

R40'

16'

TYP.

TY

P.

14'

TYP.

2'

TYP.

16'

TYP.

2'

TYP.

2'

TY

P.

2'

TYP.

CP#42

CP#43

CP#24

CP#25

NOTES

1. CULVERT PIPES ARE DESIGNATED WITH "P#".

REMOVE AND REPLACE UNLESS OTHERWISE

INDICATED.

2. "CAP" REQUIRES 12' OF CAMPSITE APRON PAVING AT

CAMPSITE ENTRANCES AND WALKWAYS AT EXISTING

FULL WIDTH WITH 3" ASPHALT PAVEMENT.

3. ROADWAY RESURFACING INCLUDES: FULL DEPTH

RECLAMATION, 6-INCH DEPTH, 1.25-INCH MINUS,

COMPACTION METHOD 2 (USE FOR ROAD BASE AND

SHOULDERING MATERIAL); SHOULDER

RECONDITIONING (REMOVE ORGANIC MATTER,

CONSTRUCT SHOULDERS FROM RECLAIMED

ASPHALT PAVEMENT); ASPHALT CONCRETE, WI

STATE DOT, (1.25" TOP LAYER - TYPE 6 MT 58-34 S,

1.75" BOTTOM LAYER - TYPE 4 MT 58-28 S).

LEGEND

DITCH RECONDITIONING AND CLEARING

AND GRUBBING AS NEEDED

EMBANKMENT FILL

SHOULDER WIDENING

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35+00

36+00

37+00

38+00

7+90

1+00

2+

3+00

4+00

5+00

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PC: 34+82.00

PC: 37+45.24

PT: 36+38.89

N22°21'11"W 105.89'

N

°4 0'

"W

.3 5'

PC

: 2

+6 2.

PC: 4+79.92

PC

: 5

+3 3.

PT: 3+94.08

PT

: 5

+3 3.

PT: 5+86.73

S83°18'56"W 162.40'

S3 3°

'01

"W

.8

4'

STA: 1+36.16, 32.00' R

N: 690197.82 E: 821130.87

STA: 1+34.06, 33.00' L

N: 690133.50 E: 821140.53

STA: 3+55.47, 7.00' L

N: 690108.24 E: 820930.56

ST

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0.

, 2 7.

' L

N:

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E:

5.

STA: 3+78.06, 7.00' R

N: 690101.45 E: 820904.91

STA: 4+32.32, 12.00' R

N: 690058.56 E: 820870.00

STA: 4+72.56, 11.94' R

N: 690024.79 E: 820848.13

STA: 4+92.75, 6.00' R

N: 690001.49 E: 820843.43

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0' L

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' L

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5.

STA: 7+89.04, 1.57' L

N: 690145.56 E: 821020.07

STA: 7+62.88, 75.12' R

N: 690081.83 E: 821070.12

STA: 7+62.47, 6.00' R

N: 690119.15 E: 821011.94

STA: 2+09.59, 7.00' L

N: 690150.53 E: 821062.49

29.0'

STA: 37+22.33, 0.00' R

N: 690170.24 E: 821170.52

C

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C24

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'01

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4' N3 3°

'01

"E

3.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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(R9)

EASTERN REGION

LUNA-WHITE DEER

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

EAGLE RIVER - FLORENCE

RANGER DISTRICT

PLAN

FR 2188B

2/22/2022

R. POLKINGHORN

R. POLKINGHORN

A. JOHNSTON

C-12 13 28

WETLAND

"B" LINE

FR 2188B

P14

P16

Feet 1:240

80400 20

"A" LINE

FR 2188

ROADWAY RESURFACING

FR

ROADWAY RESURFACING

P07

FR

12'TYP. 2'TYP.

14'

TYP.

2'

TYP.

FR 2188B

WETLAND

P15 (REMOVE ONLY)

14'

TYP.

2'

TYP.

12'

TYP.

2'

TY

P.

ROADWAY RESURFACING

R 70'

12'

CP#44

CP#45

CP#46

CP#47

CP#48

CP#18

BM#19

R 26'

R25'

NOTES

1. CULVERT PIPES ARE DESIGNATED WITH "P#".

REMOVE AND REPLACE UNLESS OTHERWISE

INDICATED.

2. ROADWAY RESURFACING INCLUDES: FULL DEPTH

RECLAMATION, 6-INCH DEPTH, 1.25-INCH MINUS,

COMPACTION METHOD 2 (USE FOR ROAD BASE AND

SHOULDERING MATERIAL); SHOULDER

RECONDITIONING (REMOVE ORGANIC MATTER,

CONSTRUCT SHOULDERS FROM RECLAIMED

ASPHALT PAVEMENT); ASPHALT CONCRETE, WI

STATE DOT, (1.25" TOP LAYER - TYPE 6 MT 58-34 S,

1.75" BOTTOM LAYER - TYPE 4 MT 58-28 S).

LEGEND

DITCH RECONDITIONING AND CLEARING

AND GRUBBING AS NEEDED

EMBANKMENT FILL

SHOULDER WIDENING

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40+00

41+00

42+00

43+00

10+91

1+00

2+00

3+00

4+

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8+00

9+00

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PC: 42+91.81

PT: 40+19.85

PI 1, STA.1+84.02, E: 821203.12, N: 690623.76

PI 3, STA.4+28.41, E: 821056.35, N: 690785.78

PI 5, STA.5+53.21, E: 820937.39, N: 690770.07

PI 7, STA.8+10.44, E: 820986.59, N: 690534.68

N2 8°

'23

"E

.9

6'

STA 40+66.33

OFF 10.00' R

STA 41+27.77

OFF 20.80' R STA 41+38.89

OFF 21.72' R

STA 41+54.37

OFF 10.00' R

N4°09'03"W 29.31'

S48°23'49"W 0.26'

S43°10'39"W 0.55'

S25°06'17"E

153.00'

S33°46'54"E

42.39'

PI

: 4

+2 8.

PI: 5+53.21

PI: 8+10.44

PI

: 1

+8 4.

02PC: 2+13.33

PC: 8+52.84

PC

: 4

+7 9.

PC: 5+53.76

PC: 9+31.43

PT

: 3

+9 9.

PT: 8+90.99

PT: 5+52.95

PT: 6+57.44

PT: 9+67.60

N56°41'14"W

84.02'

N83°28'26"W

51.45'

N58°45'55"E

40.43'

N48 °24

'10 "E

3.4

4'

STA: 1+38.89, 34.00' R

N: 690627.39 E: 821259.51

STA: 2+17.30, 66.00' R

N: 690663.60 E: 821266.32

STA: 1+33.35, 34.00' L

N: 690567.52 E: 821226.79

STA: 10+65.84, 41.00' R

N: 690568.94 E: 821208.24

STA: 2+35.14, 86.00' L

N: 690655.08 E: 821113.97

STA: 2+36.26, 6.00' L

N: 690674.23 E: 821191.64

STA: 10+53.37, 6.00' L

N: 690595.81 E: 821167.70

STA: 41+55.37, 0.00'

N: 690577.62 E: 821273.33

C25

C26

C

C28 N58°45'55"E

40.43'

C29

N80°14'16"W

29.17'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/2 1/2

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G;

(R9)

EASTERN REGION

LUNA-WHITE DEER

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

EAGLE RIVER - FLORENCE

RANGER DISTRICT

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