Valhalla Recreation AreaPSE Plan220222.pdf

FOREST LOCATION MAP PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture Forest Service

VALHALLA RECERATION AREA

FROM THE WASHBURN RANGER DISTRICT OFFICE, TRAVEL SOUTHWEST ON STATE HIGHWAY 13 FOR

0.9 MILES. TURN RIGHT AT COUNTY HIGHWAY C AND TRAVEL NORTH-NORTHWEST FOR 8.2 MILES.

TURN LEFT TO REACH VALHALLA RECERATION AREA AT 25435 COUNTY HIGHWAY C, IRON RIVER, WI

54847. LATITUDE 46.721980 AND LONGITUDE -91.043986.

TRAIL REALIGNMENT AND SITE IMPROVEMENTS

RECOMMENDED BY:

DATE

DISTRICT RANGER DATE

FOREST ENGINEER

2/2 2/2

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WISCONSIN

BAYFIELD COUNTY

(R09) EASTERN REGION

CHEQUAMEGON NICOLET NATIONAL FOREST

WASHBURN RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVER SHEET 2/22/2022

C-01 GENERAL NOTES, CONTROL POINTS, UTILITIES, LEGEND 2/22/2022

C-02 QUANTITIES 2/22/2022

C-03 OVERVIEW PLAN AND ALIGNMENT DATA 2/22/2022

C-04 TEMPORARY TRAFFIC CONTROL 2/22/2022

C-05-07 TYPICAL SECTIONS 2/22/2022

C-08 EROSION CONTROL PLAN 2/22/2022

C-09 PLAN - CHALET SITE 2/22/2022

C-10-15 PLAN AND PROFILE - "A" LINE (ATV AND SNOWMOBILE TRAIL) 2/22/2022

C-16

PLAN AND PROFILE - "A" LINE (ATV AND SNOWMOBILE TRAIL) AND

"B" LINE ( SNOWSHOE TRAIL) 2/22/2022

C-17 PLAN AND PROFILE - "C" LINE (EAST ACCESS AND CHALET PARKING) 2/22/2022

C-18-19 PLAN AND PROFILE - "C" LINE (EAST ACCESS) 2/22/2022

C-20 PLAN - CHALET PATIO AREA 2/22/2022

C-21 PLAN AND PROFILE - "E" LINE (TRAILER S. ENTRANCE) 2/22/2022

C-22 PLAN AND PROFILE - "G" LINE (TRAILER N. EXIT) 2/22/2022

C-23-24 PLAN AND PROFILE - "F" LINE (TRAILER PARKING) 2/22/2022

C-25-26 PLAN - "I" LINE (WEST ACCESS AND PARKING LOT) 2/22/2022

C-27-34 SIGNING AND MARKING PLAN 2/22/2022

C-35-48 DETAILS 2/22/2022

A-01 PLAN - CHALET BUILDING 2/22/2022

WASHBURN DISTRICT OFFICE

113 BAYFIELD STREET E.

WASHBURN, WI 54891

RECOMMENDED BY:

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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(R09)

EASTERN REGIOON

VALHALLA

RECERATION

AREA

CHEQUAMEGON NICOLET

NATIONAL FOREST

WASHBURN RANGER DISTRICT

GENERAL NOTES,

CONTROL POINTS,

UTILITIES, LEGEND

2/22/2022

R.POLKINGHORN

R.POLKINGHORN

A.JOHNSTON

C-01 2 50

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 CLEARING AND GRUBBING, INSTALLATION OF NEW CULVERTS, AGGREGATE SURFACE AND SHOULDERS FOR ROADWAYS AND

PARKING AREAS, ATV/SNOWMOBILE TRAIL, FENCING, BONFIRE PIT, ROOF SNOW GUARDS, AGGREGATE SURFACE PATIO, SIGNAGE, KIOSKS, REMOVAL OF A LIGHT AND POLE, ELECTRICAL CONDUIT ABANDONMENT, LANDSCAPING, AND PLACEMENT OF EROSION CONTROL AND SLOPE PROTECTION.

3. LUMP SUM PAY ITEMS WILL NOT BE MEASURED IN THE FIELD.

4. THE CONTRACTOR SHALL ARRANGE FOR PRIVATE UTILITY FIELD LOCATION MARKINGS AND 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. THE CONTRACTOR SHALL DOCUMENT THE LOCATIONS OF ALL UTILITIES ON THE PLANS PRIOR TO ANY EXCAVATION.

5. ALL ROADS AND TRAILS IN THE PROJECT AREA SHALL BE CLOSED TO THRU TRAFFIC DURING CONSTRUCTION. CLOSE ROADS AT THE INTERSECTION WITH CTH C. CLOSE ATV TRAILS AT THE INTERSECTION WITH CTH C, ATV TRAILS AT THE SOUTH END OF THE PROJECT AREA, AND VALKYRIE TRAIL HEAD AT FRIENDLY VALLEY ROAD. THE CONTRACTING OFFICER SHALL BE NOTIFIED IN WRITING 3 WEEKS PRIOR TO ANY PROPOSED CLOSURE. DURATION OF CLOSURE SHALL NOT EXCEED 90 CONSECUTIVE DAYS. ROAD CLOSURE SIGNING SHALL BE

IN PLACE PRIOR TO CLOSING ROADS OR TRAILS.

6. 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.

7. 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.

8. ALL DISTURBED GROUND SHALL BE PREPARED, SEEDED AND MULCHED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.

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

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

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

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

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

14. DISPOSAL OF EXCESS EARTHWORK OR GRANULAR MATERIAL MAY BE ALLOWED TO BE PLACED ALONG ATV TRAILS DESIGNATED FOR ABANDONMENT OR OTHER AREAS AS INDICATED

IN THE PLANS, AND COVERED WITH CONSERVED TOPSOIL AS DIRECTED BY THE CONTRACTING OFFICER. NO FILL OR STOCKPILING OF MATERIALS SHALL BE PLACED IN WETLANDS. THE MATERIAL SHALL BE PREPARED IN ACCORDANCE WITH SECTION 625, TURF ESTABLISHMENT PRIOR TO SEEDING AND MULCHING.

15. 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.

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

UTILITIES

ELECTRIC

BAYFIELD ELECTRIC COOPERATIVE

BOB LADDY, OPERATIONS MGR.

715-372-4287

BAYFIELD ELECTRIC COOPERATIVE HAS A BURIED ELECTRIC CABLE FROM THE GROUND MOUNTED ELECTRIC TRANSFORMER LOCATED

SOUTHWEST OF THE CHALET BUILDING, EXTENDING SOUTHEAST.

FOREST SERVICE HAS PRIVATE BURIED ELECTRIC LINES FROM THE ELECTRICAL TRANSFORMER TO THE CHALET BUILDING, FROM CHALET BUILDING TO LIGHT POLE NEAR THE TRANSFORMER, AND A LINE EXTENDING TO A POLE WITH BROKEN LIGHT LOCATED ALONG "C" LINE (EAST ACCESS DRIVE).

ALL UTILITY LOCATIONS SHOWN IN THE PLANS ARE NOT FROM FIELD OBSERVATION BASED UPON LOCATES, BUT ARE REPRESENTATIVE OF THE POSSIBLE LOCATIONS. THE CONTRACTOR SHALL COMPLETE LOCATIONS OF ALL PRIVATE UTILITIES WITH THE CONSTRUCTION AREA BEFORE THE

START OF ANY EXCAVATION.

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

CALL DIGGERS HOTLINE 1-800-242-8511 TOLL FREE WIS 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

E.C. EROSION CONTROL

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

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

SAN

HORIZONTAL AND VERTICAL CONTROL

POINT

LOCATION

ELEV. DESCRIPTION

STA./OFF. N E

BM01 STA. 16+39.94 C 80.97' 506316.07 777298.46 1094.19 MAG. NAIL IN 9" OAK

CP02 STA. 12+47.61 C -28.89' 506185.50 776912.52 1092.90

CP03 STA. 1+46.47 D 80.06' 506008.59 776883.28 1095.20

CP04 STA. 1+72.05 D 65.65' 506020.47 776856.42 1095.07

CP05 STA. 1+69.13 D 19.82' 505990.69 776821.46 1094.97

BM06 STA. 2+30.19 D -69.49' 505986.16 776713.37 1098.09 TOP OF 1/2" REBAR

CP07 STA. 2+64.35 A 2.39' 505884.67 776676.11 1097.02

CP08 STA. 3+56.06 A -3.42' 505959.62 776622.70 1099.85

CP09 STA. 5+06.89 A -18.70' 506111.77 776638.44 1102.77

CP10 STA. 5+05.09 A -13.80' 506108.58 776642.57 1102.25

CP11 STA. 5+99.31 A -2.06' 506194.93 776682.11 1102.99

BM12 STA. 7+20.10 A 42.63' 506277.50 776772.56 1102.35 MAG. NAIL IN 20" OAK

CP13 STA. 8+08.02 A -19.84' 506382.51 776782.36 1103.95

CP14 STA. 11+06.87 A 11.00' 506549.84 777035.13 1101.11

CP15 STA. 11+72.64 A 6.83' 506606.01 777069.69 1102.31

CP16 STA. 13+08.46 A -5.47' 506705.05 777161.61 1102.99

CP17 STA. 13+22.58 A -29.47' 506732.62 777157.73 1106.10

CP18 STA. 14+18.17 A -1.52' 506790.15 777185.44 1109.26

CP19 STA. 15+39.34 A 2.33' 506878.00 777103.84 1115.02

BM20 STA. 15+71.27 A -28.01' 506887.04 777060.73 1116.94 MAG. NAIL IN 10" OAK

CP21 STA. 16+11.03 A 3.80' 506937.84 777064.33 1117.16

CP22 STA. 16+27.42 A 29.92' 506966.16 777076.51 1117.51

CP23 STA. 12+36.35 I -80.24' 506887.49 776858.43 1119.56

CP24 STA. 11+62.84 I -60.12' 506815.33 776833.89 1115.97

CP25 STA. 11+61.67 I -2.46' 506782.04 776880.99 1115.32

BM26 STA. 10+82.09 I -115.40' 506779.45 776742.85 1116.47 CONC. AT SHED DOOR CENTER

CP27 STA. 10+39.85 I -31.38' 506697.37 776788.76 1113.39

CP28 STA. 10+38.87 I 8.42' 506674.26 776821.17 1112.83

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FLAG

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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(R09)

EASTERN REGIOON

VALHALLA

RECERATION

AREA

CHEQUAMEGON NICOLET

NATIONAL FOREST

WASHBURN RANGER DISTRICT

QUANTITIES

2/22/2022

R.POLKINGHORN

R.POLKINGHORN

A.JOHNSTON

C-02 3 50

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 2 Each 15207 Grade finishing stakes, conventional survey methods, tolerance class A 0.699 Mile 15212 Slope, reference, and clearing and grubbing stakes; method II, tolerance class A 1 Lump Sum

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

20301A Removal of wood ramp, disposal method A 1 Lump Sum

20301B Removal of fence, disposal method A 1 Lump Sum

20301C Removal of bollard, disposal method A 1 Lump Sum

20301D Removal of light pole and light, disposal method A 1 Lump Sum

20301E Removal of ATV wash (shipping container), disposal method A 1 Lump Sum

20301F Removal of ruins, disposal method A 1 Lump Sum

20301G Removal of fee station, disposal method A 1 Lump Sum

20301H Removal of kiosk, disposal method A 1 Lump Sum

20407 Roadway excavation 4013 Cubic Yard 20414 Conserved Top Soil 1 Lump Sum

20424 Haul 50 Cubic Yard-Mile 20431 Earth Mound Barrier 35 Ton 30102 Aggregate base, grading C 4250 Ton 30208 Aggregate surface course, method 2 2760 Ton 60201 18 inch pipe culvert, polymer coated steel, gage 14, compaction method A 52 Foot 60207 End section for 18" inch pipe culvert 4 Each 61507 Accessibility ramp, wood with metal handrails 1 Each 61901 Fence, Cedar split rail 1331 Foot 62403 Furnishing and placing topsoil, 4 inch depth 220 Cubic Yard 62406 Placing conserved topsoil, 4 inch depth 440 Cubic Yard 62550 Turf establishment 1 Lump Sum

63305A Sign, aluminum panel, type engineer grade sheeting 474.5 Square Foot

63305B Sign, HDPE panel, 3/4" thick 155.5 Square Foot

63306A Post, wood 4"x4" 697 Foot 63306B Post, wood 4"x6" 86 Foot 63306C Post, wood 6"x6" 63 Foot 63307 Object marker, type 2 4 Each

63309A Remove and reset fire ring 1 Each 63309B Remove and reset wood shed 1 Each 63311 Remove gate 1 Each 63312 Remove signs and posts 1 Lump Sum

63404 Pavement markings type D, white trail crossing 534 Square Foot

63501 Temporary traffic control 1 Lump Sum

63701 Field office 1 Each 67001 Roof snow guards, stainless metal 1 Lump Sum

67002 Kiosk system, 1 panel 1 Each 67003 Kiosk system, 3 panel 1 Each 67004 Fee station 2 Each 67005 Directional information sign 1 Each 67006 Bonfire ring 1 Lump Sum 67007 Abandon conduit 1 Lump Sum 67008 Boulder seats 6 Each

EARTHWORK SUMMARY

EXPANSION FACTOR 1.1

LOCATION

ACCUM. CUT

VOLUME

(CY)

ACCUM. FILL

VOLUME

(CY)

ADJUSTED

FILL

(SF)

BORROW

(CY)

WASTE

CY)

A LINE 455 426 469 14 0

B LINE 5 1 1 0 4

C LINE 514 70 77 0 437

D LINE 295 7 8 0 287

E LINE 86 22 24 0 62

F LINE 543 1032 1135 592 0

G LINE 47 106 117 70 0

H LINE 2 2 2 0 0

I LINE 101 93 102 1 0

RECLAIM RUINS (SW OF

LINE D) 0 27 30 30 0

SUBTOTAL 2048 1786 1965 707 790

NO. 20407, ROADWAY

EXCAVATION TOTAL 4013 -83

NO. 20431, EARTH

BARRIERS (35 TONS) 0 21 23 23 0

EARTHWORK TOTAL 4036 -60

1) THE PROJECT SITE WILL BE AN EARTHWORK BALANCE. WASTE MATERIAL MAY BE PLACED

ALONG ATV TRAILS DESIGNATED FOR ABANDONMENT OR AT OTHER LOCATION AS DESIGNATED

BY THE CO.

2) "A" LINE INCLUDES A HAUL ITEM QUANTITY FOR TRANSPORTING FILL MATERIAL TO THE NORTH

SIDE OF CTH C.

3) RECLAIM RUINS IS ESTIMATED WITH 2' DEPTH OF FILL OVER A 400 SF AREA.

4) EARTH BARRIERS ARE PAID UNDER EARTH MOUND BARRIERS BID ITEM AND ARE INCLUDED

FOR INFORMATION ONLY.

CLEARING AND GRUBBING SUMMARY

LOCATION

AREA

(ACRE)

NO. TREES

> 6" DIA.

(EACH)

LINE A 0.500 56

LINE B 0.010 1

LINE C 0.004

LINE F 0.050

LINE H (CLEARING AND PRUNING ONLY) 0.025

LINE I (BONFIRE PIT) 0.033 14

LINE J AT LINE I INTERSECTION 0.014 1

NO. 20158, CLEARING AND GRUBBING

TOTAL 0.636 72

1) CLEARING AND GRUBBING IS MEASURED BY THE LUMP SUM AND

INCLUDES TREES OF ALL SIZES. THE QUANTITES SHOWN IN THE

TABLE ABOVE ARE ESTIMATED QUANTITY AMOUNTS TO COMPLETE

THE PROJECT AND ARE FOR INFORMATION ONLY.

2) TREES GREATER THAN 6" DIAMETER ARE MARKETABLE TIMBER.

SEE THE SUPPLEMENTAL SPECIFICATIONS.

3) DO NOT REMOVE TREES ALONG LINE F NEW - RECONSTRUCTED

FENCELINES.

REMOVALS AND ABANDONMENT SUMMARY

ITEM

NO.

(EACH)

VOLUME

(CY)

LENGTH

(FT)

NO. 20301B, REMOVAL OF FENCE 820

NO. 20301C, REMOVAL OF BOLLARD 22

NO. 20301D, REMOVAL OF LIGHT POLE AND LIGHT 1

NO. 20301E, REMOVAL OF ATV WASH (SHIPPING

CONTAINER) 1

NO. 20301F, REMOVAL OF RUINS 24

NO. 20301G, REMOVAL OF FEE STATION 1

NO. 20301H, REMOVAL OF KIOSK 1

NO. 63312, REMOVE SIGNS AND POSTS 44

NO. 67007, ABANDON CONDUIT (2 LINES) 450

1) THE ABOVE REMOVAL AND ABANDONMENT ITEMS ARE MEASURED BY THE LUMP

SUM. THE QUANTITES SHOWN IN THE TABLE ABOVE ARE ESTIMATED QUANTITY

AMOUNTS AND ARE FOR INFORMATION ONLY.

2) RUINS CONSIST OF STONE MASONRY CHIMNEY AND CONCRETE FOUNDATION.

REMOVE TO 2' BELOW SURROUNDNG GROUND. BACKFILL IS PAID AD ROADWAY

EXCAVATION.

TOPSOIL, TURF ESTABLISHMENT, AND SOIL EROSION AND POLLUTION CONTROL

SUMMARY

ITEM

2" DEPTH

(SF)

4" DEPTH

(SF)

VOLUME

(CY)

MIN.

AREA

(SY)

MIN.

WEIGHT

(LBS.)

MIN.

LENGTH

(LF)

MIN.

COUNT

(EACH)

NO. 20414, CONSERVED TOP SOIL 37781 16835 439

NO. 62406, PLACING CONSERVED TOPSOIL, 4"

DEPTH 35918 439

NO. 62403, FURNISHING AND PLACING

TOPSOIL, 4" DEPTH 18059 221

NO. 62550, TURF ESTABLISHMENT 6000

PERMANENT SEEDING 60

FERTILIZER 250

MULCHING 1500

NO. 15713, SOIL EROSION AND POLLUTION

CONTROL

ROLLED E.C. PRODUCT, TYPE A 512

SANDBAGS 10

BALES, STRAW 80

SILT FENCE 2420

PERMANENT E.C. LOG, TIMBER 8

1) TURF ESTABLISHMENT IS MEASURED BY THE LUMP SUM AND INCLUDES PERMANENT SEEDING, FERTILIZER, AND MULCHING.

THE QUANTITES SHOWN IN THE TABLE ABOVE ARE MINIMUM ESTIMATED QUANTITY AMOUNTS REQUIRED TO COMPLETE THE

PROJECT AND ARE FOR INFORMATION ONLY.

2) MOW GRASS PRIOR TO CONSERVING TOP SOIL.

3) CONSERVED TOP SOIL ESTIMATED QUANTITY IS BASED ON SALVAGING APPROXIMATELY 2" DEPTH IN OPEN AREAS AND 4"

DEPTH IN WOODED AREAS.

4) THE EXISTING ATV/SNOWMOBILE TRAIL ALONG THE SW SIDE OF CTH C WILL BE ABANDONED AND TRAIL RECLAIMED. AFTER ROADWAY EXCAVATION WORK IS COMPLETE, PULL ABOUT 3' WIDTH OF CONSERVED TOP SOIL IN FROM BOTH OF THE TRAIL SHOULDERS TO COVER A PORTION OF THE TRAIL. COVER THE REMAINING TRAIL BY PLACING CONSERVED TOP SOIL FROM

OTHER AREAS OF THE SITE.

5) USE HYDRAULIC METHOD FOR SEEDING, FERTILIZER, AND MULCH WHERE ACCESS PERMITS. DRY METHOD APPLICATIONS

MAY BE USED FOR AREAS WHERE HYDRAULIC APPLICATION EQUIPMENT CAN NOT ACCESS.

6) PERMANENT SEEDING SHALL BE FESCUE AND RYEGRASS BLEND PER THE SUPPLEMENTAL SPECIFICATIONS AND APPLIED

AT A RATE OF 45 POUNDS PER ACRE.

7) FERTILIZER SHALL BE 10-20-10 WITH APPLICATION RATE OF 200 POUNDS PER ACRE.

8) SOIL EROSION AND POLLUTION CONTROL IS MEASURED BY THE LUMP SUM AND INCLUDES ROLLED EROSION CONTROL PRODUCT, TYPE A; SANDBAGS; BALES, STRAW; SILT FENCE; AND PERMANENT EROSION CONTROL LOG, TIMBER. THE QUANTITES SHOWN IN THE TABLE ABOVE ARE MINIMUM ESTIMATED QUANTITY AMOUNTS REQUIRED TO COMPLETE THE

PROJECT AND ARE FOR INFORMATION ONLY.

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16+00

16+50

2+08

1+00

1+50

2+00

17+55

9+

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

2+71

0+50

1+00

1+50

2+00

2+50

3+40

1+00

1+50

2+00

2+50

3+00

4+561+00

1+

2+

2+

3+

3+

4+

4+

3+82

1+00

1+50

2+00

2+50

3+00

3+504+61

1+00

1+50

2+

2+

3+

3+50

4+00

4+50

+0

0 10 +5

0 11 +0

0 11 +5

0 12 +0

0 12 +5

0 13 +0

0 13 +5

+0

+5

+0

+5

+0

+5

15+50

16+00

16+50

17+00

17+50

18+00

18+50

19+00

19+50

20+00

20+50

21+00

21+50

22+00

22+50

23+00

23+50

24+00

24+50

25+00

25+50

2+49

1+00

1+50

2+

L1 L2

L3

L4 L5

L6

L7 L8

C

C

C3

C4 C5

C6

C

L9 L1

L11

C

C

L12 L13

L1

L1

L16

L1

L1

L20

L2

L19 C10

C11

C12

L23

L22

L2

L2

C

L27

L28

C14

Line Table: Alignments

Line #

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

L22

L23

L24

L25

L26

L27

L28

Length

23.50

119.38

185.73

175.48

30.13

89.33

56.28

186.93

17.45

14.35

24.30

89.06

689.20

221.00

240.19

356.07

281.87

51.32

37.54

59.85

123.14

356.70

478.41

118.56

66.99

395.29

72.81

20.34

Direction

N15° 36' 09.12"W

N36° 45' 52.60"W

N17° 30' 05.76"E

N53° 20' 18.50"E

N34° 17' 37.73"E

N51° 29' 58.17"E

N51° 09' 26.36"W

N34° 37' 02.50"W

S42° 54' 33.37"E

S6° 33' 39.29"E

S69° 13' 43.82"E

N53° 14' 07.40"E

N55° 39' 53.81"E

N36° 45' 44.15"W

N34° 20' 06.24"W

N53° 26' 12.66"E

N34° 55' 19.70"W

N34° 20' 06.19"W

S55° 39' 53.81"W

S87° 32' 14.89"W

N50° 36' 02.18"W

N34° 05' 17.22"E

N40° 30' 38.58"E

N73° 26' 53.45"W

N38° 15' 13.67"W

N37° 54' 44.39"W

S63° 36' 31.30"E

N84° 09' 14.68"E

Curve Table: Alignments

Curve #

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

Radius

200.00

100.00

400.00

300.00

300.00

50.00

100.00

30.00

30.00

30.00

50.00

20.00

1487.58

100.00

Length

73.87

94.71

250.19

99.72

90.09

89.58

28.87

19.03

32.81

47.12

27.81

14.61

913.76

56.26

Chord Direction

N26° 11' 00.86"W

N9° 37' 53.42"W

N35° 25' 12.13"E

N43° 48' 58.11"E

N42° 53' 47.95"E

N0° 10' 15.91"E

N42° 53' 14.43"W

S24° 44' 06.33"E

S37° 53' 41.55"E

N79° 20' 06.19"W

S71° 36' 04.35"W

N71° 31' 53.64"W

N55° 51' 03.56"W

S79° 43' 38.31"E

Start Point

(776746.70,505763.67)

(776642.84,505925.22)

(776683.43,506192.28)

(776966.85,506497.63)

(777052.55,506594.15)

(777183.55,506715.51)

(777139.95,506828.88)

(777061.21,506996.11)

(777070.68,506964.85)

(776827.71,506117.19)

(776755.02,506103.86)

(776669.17,506092.63)

(777942.34,506106.76)

(776548.64,505982.29)

End Point

(776714.29,505829.58)

(776627.58,506015.14)

(776826.08,506392.85)

(777035.57,506569.25)

(777113.64,506659.90)

(777183.79,506793.58)

(777120.37,506849.96)

(777069.04,506979.11)

(777089.84,506940.23)

(776786.02,506125.04)

(776728.97,506095.20)

(776655.62,506097.15)

(777197.96,506611.67)

(776603.28,505972.38)

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 2/2

2 1 9:

C

ED

P

- O W

NE

R

C:

\C

ED

P\

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(R9)

EASTERN REGION

VALHALLA

RECERATION

AREA

CHEQUAMEGON NICOLET

NATIONAL FOREST

WASHBURN RANGER DISTRICT

OVERVIEW PLAN AND

ALIGNMENT DATA

2/22/2022

R. POLKINGHORN

R. POLKINGHORN

A.JOHNSTON

C-03 4 50

NOTES

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

2. ALL SIGNS AND MARKERS WILL BE REMOVED AND

REPLACED WITH NEW MATERIALS PROVIDED BY THE

CONTRACTOR. SEE THE SIGN PLANS.

3. CLEARING AND GRUBBING TREES LARGER THAN

6-INCH DIAMETER ARE INDICATED WITH AN "X"

THROUGH THEM AND AR MARKETABLE TREES.

4. PLACE EARTHWORK WASTE ON EXISTING TRAILS TO

BE ABANDONED, FINISH WITH CONSERVED TOPSOIL

AND TURF ESTABLISHMENT.

"D" LINE

CHALET SITE

"A" LINE

RELOCATED ATV TRAIL

"C" LINE

EAST ACCESS

CONSTRUCT BONFIRE RING

"E" LINE

PARKING ENTRANCE

Feet 1:600

2001000 50

"A" LINE

ATV TRAIL

"B" LINE

SNOWSHOE-SKI TRAIL

"F" LINE

PARKING

"G" LINE

PARKING

EXIT

"H" LINE

SKI TRAIL

"I" LINE

WEST ACCESS /

FRIENDLY VALLEY RD.

"J" LINE

CTH C

"K" LINE

EX. ATV TRAIL

FENCE, CEDAR

SPLIT RAIL, TYP.

RECONSTRUCT AGGREGATE

ATV-SNOWMOBILE TRAILER

PARKING LOT

FENCE, CEDAR SPLIT RAIL, TYP.

FENCE, CEDAR SPLIT RAIL, TYP.

RECONSTRUCT AGGREGATE SURFACE PATIO

REMOVE AND REPLACE ACCESSIBILITY RAMP

ROOF SNOW GUARDS

EARTH

MOUND

BARRIER

EARTH

MOUND

BARRIER

EARTH

MOUND

BARRIER

EARTH

MOUND

BARRIER

RECONSTRUCT

AGGREGATE PARKING LOT

P01 P02

FENCE, CEDAR

SPLIT RAIL, TYP.

RECONSTRUCT AGGREGATE

ROADWAY AND PARKING LOT

CONSTRUCT AGGREGATE SIDEWALKS

REMOVE KIOSK

AND FEE STATION

KIOSK SYSTEM, 3 PANEL; FEE STATION

RELOCATED ATV-SNOWMOBILE TRAIL

PAVEMENT MARKINGS TYPE D,

WHITE TRAIL CROSSING

EARTH MOUND BARRIER

REMOVE LIGHT, LIGHT POLE, AND

WOOD BARRIER; ABANDON CONDUIT

PLACE EARTHWORK

WASTE ON EX. TRAIL;

TURF ESTABLISHMENT

REQ'D.

RELOCATED

ATV-SNOWMOBILE TRAIL

RELOCATED SNOWSHOE-SKI TRAIL

RECONSTRUCT AGGREGATE

ROADWAY AND PARKING LOT

PLACE EARTHWORK WASTE ON EX.

TRAIL; TURF ESTABLISHMENT REQ'D.

RELOCATED ATV-SNOWMOBILE TRAIL

REMOVE

RUINS REMOVE ATV WASH

(SHIPPING CONTAINER)

KIOSK SYSTEM, 1 PANEL; FEE STATION

CONSTRUCT AGGREGATE DRIVE

PAVEMENT MARKINGS TYPE D,

WHITE TRAIL CROSSING

CONSTRUCT WOOD STOOPS

REMOVE FENCE AND GATE

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GATE

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CHALET

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CONTAINER

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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 2/2

2 1 9:

C

ED

P

- O W

NE

R

C:

\C

ED

P\

PR

OJ

EC

TS

\21

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_F D_

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V

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A

CA

MP

GR

OU

ND

S\

0_

CA

DD

\50

1_

PL

AN

S\

1.5

_B D\

V_

-T C.

DW

G;

(R09)

EASTERN REGIOON

VALHALLA

RECERATION

AREA

CHEQUAMEGON NICOLET

NATIONAL FOREST

WASHBURN RANGER DISTRICT

TEMPORARY TRAFFIC

CONTROL

2/22/2022

R.POLKINGHORN

R.POLKINGHORN

A.JOHNSTON

C-04 5 50

TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3

R11-2

CLOSED

ROAD

48"X30"

R11-2

CLOSED

ROAD

48"X30"

R11-2

CLOSED

ROAD

48"X30"

TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3

TEMPORARY TRAFFIC

CONTROL, BARRICADE TYPE 3

CTH C

FRIENDLY

VALL

EY RD.

TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3

R11-2

CLOSED

ROAD

48"X30"

TEMPORARY TRAFFIC

CONTROL, BARRICADE TYPE 3

R11-2

CLOSED

ROAD

48"X30"

CHALET BUILDING

EAST ACCESS

EX. ATV TRAIL 31

SNOWSHOE/HIKING/SKI TRAIL

EX. ATV TRAIL 31

EX. ATV TRAIL 13

CROSS COUNTRY SKI/HIKING TRAILS

Feet 1:1200

4002000 100

NOTES

1. THE CONTRACTOR SHALL ERECT "VALHALLA RECREATION AREA CLOSED" AND "ROAD CLOSED AHEAD XX MILES" ON

TEMPORARY TYPE 3 BARRICADES AT ATV TRAIL JUNCTIONS AND CROSSINGS AS FOLLOWS (SEE ABOVE MAP):

1.1. TRAIL 33 AND FR 695 CROSSING, 2.4 MILE, LOCATED 0.5 MILE WEST OF JUNCTION OF FR 695/FR 697,

1.2. TRAIL 13/33 JUNCTION, 0.8 MILES, LOCATED 0.2 MILE WEST OF FR 697 (0.5 MILE SOUTH OF CTH C/FR 697 JUNCTION),

1.3. TRAIL 31 AND FR 695 CROSSING, 2.7 MILES, LOCATED 0.3 MILE EAST OF JUNCTION OF FR 695/FR 252,

1.4. TRAIL 31 AND TRAIL 35 JUNCTION, 0.9 MILE, LOCATED SOUTHWEST OF THE PROJECT SITE,

1.5. TRAIL 31 AND FR 256 CROSSING, 0.7 MILE, LOCATED 0.3 MILE SOUTH OF THE JUNCTION OF FR 256/FR 256A,

1.6. WASHBURN RD.TRAIL (FRIENDLY VALLEY RD./FR 439) AND FR 696 CROSSING, 1.2 MILE, LOCATED NORTHEAST OF

THE PROJECT.

ATV - WASHBURN ROAD TRAIL

1.2

1.1 1.3

1.6

1.5

1.4

FR 695

FR 694

FR

FR

FR

FR 256A

TR. 31

FRIENDLY VALLEY RD.,

WASHBURN RD. TR.

TR. 31

TR. 33

TR. 35

TR. 31

VALHALLA RECREATION AREA

WORK

ROAD

AHEAD

ROAD WORK

END

W20-1 36" X 36"

G20-2 48" X 24"

WORK

ROAD

AHEAD

W20-1 36" X 36"

ROAD WORK

END

G20-2 48" X 24"

500' TYP.

500' TYP.

EX. ATV TRAIL 31

EX. ATV TRAIL 13 END

TR. 13

TR. 13/33

TR. 33

TR. 33

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PVT. WIDTH

2%, TYP.

CLEARING AND GRUBBING LIMITS

"A" LINE - RELOCATED ATV TRAIL

TANGENT SECTIONS TYPICAL SECTION

STA. 2+05 "A" TO STA. 3+16 "A"

STA. 4+11 "A" TO STA. 5+97 "A"

STA. 8+47 "A" TO STA. 10+23 "A"

STA. 11+23 "A" TO STA. 11+53 "A"

STA. 12+43 "A" TO STA. 13+32 "A"

STA. 14+22 "A" TO STA. 14+78 "A"

STA. 15+07 "A" TO STA. 16+58 "A"

(NTS)

2'

CLEAR ZONE

2'

CLEAR ZONE

6'6'

2%, TYP.

CL

3:1 NOR.

PLACING CONSERVED

TOPSOIL, 4" DEPTH;

TURF ESTABLISHMENT

(SEEDING; MULCH;

FERTILIZER), TYP.

3:1 NOR.3:1 NOR.

PLACING CONSERVED

TOPSOIL, 4" DEPTH;

TURF ESTABLISHMENT

(SEEDING; MULCH;

FERTILIZER), TYP.

CUT SLOPE FILL SLOPE

VA

R

EX. GROUND

ROAD EXCAVATION (USE ROAD EXCAVATION GRANULAR

CUT MATERIAL FOR TRAIL FILL AND SURFACE)

EX. GROUND FINISHED TRAIL GRADE

CONSERVED TOPSOIL (REMOVE ALL

TOPSOIL TO GRANULAR MATERIAL DEPTH)

VA

R

STA. 8+90 "A" TO STA. 11+12 "A", LT.

DITCH ELEV. = 1100.0

PVT. WIDTH

CLEARING AND GRUBBING LIMITS

"A" LINE - RELOCATED ATV TRAIL

HORIZONTAL LEFT CURVE SECTIONS TYPICAL SECTION

STA. 1+00 "A" TO STA. 2+05 "A"

STA. 10+23 "A" TO STA.11+23 "A"

STA. 13+32 "A" TO STA. 14+22 "A"

(NTS)

4' CLEAR ZONE4' CLEAR ZONE

6'6'

2%, TYP.

CL

3:1 NOR.

PLACING CONSERVED

TOPSOIL, 4" DEPTH;

TURF ESTABLISHMENT

(SEEDING; MULCH;

FERTILIZER), TYP.

3:1 NOR.3:1 NOR.

PLACING CONSERVED

TOPSOIL, 4" DEPTH;

TURF ESTABLISHMENT

(SEEDING; MULCH;

FERTILIZER), TYP.

CUT SLOPE FILL SLOPE

2%, TYP. *2'

MIN.

* TRANSITION SLOPE OVER A 10' DISTANCE AT PC AND PT.

EX. GROUND

EX.

GROUND VA

R

ROAD EXCAVATION (USE ROAD EXCAVATION GRANULAR

CUT MATERIAL FOR TRAIL FILL AND SURFACE)

FINISHED TRAIL GRADE

CONSERVED TOPSOIL (REMOVE ALL

TOPSOIL TO GRANULAR MATERIAL DEPTH)

VA

R

STA. 8+90 "A" TO STA. 11+12 "A", LT.

DITCH ELEV. = 1100.0

PVT. WIDTH

CLEARING AND GRUBBING LIMITS

"A" LINE - RELOCATED ATV TRAIL

HORIZONTAL RIGHT CURVE SECTIONS TYPICAL SECTION

STA. 3+16 "A" TO STA. 4+11 "A"

STA. 5+97 "A" TO STA. 8+47 "A"

STA. 11+53 "A" TO STA. 12+43 "A"

STA. 14+78 "A" TO STA. 15+07 "A"

(NTS)

4' CLEAR ZONE 4' CLEAR ZONE

6' 6'

2%, TYP.

CL

3:1 NOR.

PLACING CONSERVED

TOPSOIL, 4" DEPTH;

TURF ESTABLISHMENT

(SEEDING; MULCH;

FERTILIZER), TYP.

3:1 NOR. 3:1 NOR.

PLACING CONSERVED

TOPSOIL, 4" DEPTH;

TURF ESTABLISHMENT

(SEEDING; MULCH;

FERTILIZER), TYP.

CUT SLOPE FILL SLOPE

2%, TYP. * 2'

MIN.

* TRANSITION SLOPE OVER A 10' DISTANCE AT PC AND PT.

VA

R

EX. GROUND

EX.

GROUND

ROAD EXCAVATION (USE ROAD EXCAVATION GRANULAR

CUT MATERIAL FOR TRAIL FILL AND SURFACE)

FINISHED TRAIL GRADE

CONSERVED TOPSOIL (REMOVE ALL

TOPSOIL TO GRANULAR MATERIAL DEPTH)

VA

R

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

1/2 3/2

2 1 5:

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S\

0_

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DD

\50

1_

PL

AN

S\

1.5

_B D\

V_

-0 8-

TY

PI

CA

LS

.D W

G;

(R09)

EASTERN REGIOON

VALHALLA

RECREATION

AREA

CHEQUAMEGON NICOLET

NATIONAL FOREST

WASHBURN RANGER DISTRICT

TYPICAL SECTIONS

2/22/2022

R.POLKINGHORN

R.POLKINGHORN

A.JOHNSTON

C-05 6 50

NOTE: CONSERVE ALL TOPSOIL ABOVE

OR BELOW THE TRAIL SURFACE DOWN

TO NATIVE GRANULAR MATERIAL.

CONSTRUCT TRAIL SURFACE FROM

NATIVE GRANULAR MATERIAL ALONG

THE TRAIL OR ROADWAY EXCAVATION

GRANULAR WASTE MATERIAL.

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TRAIL WIDTH

2%, MAX.

CLEARING AND GRUBBING LIMITS

"B" LINE - SNOWSHOE-SKI TRAIL TYPICAL SECTION

STA. 1+14 "B" TO STA. 1+55 "B"

(NTS)

1'

CLEARING

AND

PRUNING

4'

2%, MAX.

CL

10:1 NOR.

4:1 MAX.

PLACING CONSERVED

TOPSOIL, 4" DEPTH;

TURF ESTABLISHMENT

(SEEDING; MULCH;

FERTILIZER), TYP.

PLACING CONSERVED

TOPSOIL, 4" DEPTH;

TURF ESTABLISHMENT

(SEEDING; MULCH;

FERTILIZER), TYP.

CUT SLOPE

FILL SLOPE

10:1 NOR.

3:1 MAX.

4'

1'

CLEARING

AND

PRUNING

FINISHED

TRAIL GRADE

VA

R

ROAD EXCAVATION (USE ROAD EXCAVATION

GRANULAR WASTE MATERIAL FROM THE PROJECT)

PVT. WIDTH

2%, TYP.

CLEARING AND GRUBBING LIMITS

AGGREGATE SURFACE ROADWAY

"C" LINE - EAST ACCESS

"E" LINE - TRAILER S. ENTRANCE

"G" LINE - TRAILER N. EXIT

"I" LINE - WEST ACCESS

"I" LINE - WEST ACCESS AND PARKING LOT TYPICAL SECTION

STA. 10+06.3 "C" TO STA. 12+55.3 AND STA. 15+09.1 "C" TO STA. 17+11.3 "C"; W1 = 9', W2 = 9'

STA. 12+55.3 "C" TO STA. 15+09.1 "C" , W1 = 9' TO 35', W2 = 9' TO 31'

STA. 1+09 "E" TO STA. 3+34.4 "E"; W1 = 6' TO 16', W2 = 6' TO 67.8'

STA. 1+09 "G" TO STA. 3+75.4 "G"; W1 = 6' TO 67.8', W2 = 6' TO 73.4'

STA. 10+50.1 "I" TO STA. 11+16.1 "I"; W1 = 9', W2 = 111' (NO SHOULDERS)

STA. 11+16.1 "I" TO STA. 12+81.5 "I"; W1 = 9' TO 13', W2 = 19.0' TO 9'

(NTS)

2'

SHOULDER

W1

LANE

2%, TYP.

CL

10:1 NOR.

4:1 MAX.

PLACING

TOPSOIL, 4" DEPTH;

TURF ESTABLISHMENT

(SEEDING; MULCH;

FERTILIZER), TYP.

PLACING

TOPSOIL, 4" DEPTH;

TURF ESTABLISHMENT

(SEEDING; MULCH;

FERTILIZER), TYP.

CUT SLOPE

FILL SLOPE

3:1 NOR.

W2

LANE

2'

SHOULDER

EX. GROUND

9" T

YP

3" T

YP

AGG. BASE COURSE GRADING 'C'

AGG. SURFACE COURSE

METHOD 2, TYP. FINISHED

ROAD GRADE

PVT. WIDTH

VAR.

AGGREGATE SURFACE

"D" LINE - CHALET PATIO AREA TYPICAL SECTION

STA. 1+12.8 "D" TO STA. 1+24 "D" AND STA. 1+31 "D" TO STA. 1+78.6 "D"; W1 = 56', W2 = 20'

STA. 1+24 "D" TO STA. 1+31 "D"; W1 = 56', W2 = 30'

(NTS)

VAR.

10:1 NOR.

4:1 MAX.

PLACING

TOPSOIL, 4" DEPTH;

TURF ESTABLISHMENT

(SEEDING; MULCH;

FERTILIZER), TYP.

FILL SLOPE

W2W1

2%

EX. GROUND

4" T

YP

AGG. SURFACE COURSE

METHOD 2, TYP.

FINISHED

GRADE

EX. CHALET

BUILDING

ROADWAY EXCAVATION (FILL) PLACING TOPSOIL, 4" DEPTH;

TURF ESTABLISHMENT

(SEEDING; MULCH;

FERTILIZER), TYP.

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

1/2 3/2

2 1 5:

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A

CA

MP

GR

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0_

CA

DD

\50

1_

PL

AN

S\

1.5

_B D\

V_

-0 8-

TY

PI

CA

LS

.D W

G;

(R09)

EASTERN REGIOON

VALHALLA

RECREATION

AREA

CHEQUAMEGON NICOLET

NATIONAL FOREST

WASHBURN RANGER DISTRICT

TYPICAL SECTIONS

2/22/2022

R.POLKINGHORN

R.POLKINGHORN

A.JOHNSTON

C-06 7 50

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PVT. WIDTH

2%, VAR.

AGGREGATE SURFACE

"D" LINE - CHALET PARKING LOT AND SERVICE DRIVE TYPICAL SECTION

STA. 1+58.8 "D" TO STA. 1+78.6 "D"; W1 = 6', W2 = 6'

STA. 1+78.6 "D" TO STA. 2+40.5 "D"; W1 = 33', W2 = 79'

(NTS)

2%, VAR.

10:1 NOR.4:1 MAX.

PLACING

TOPSOIL, 4" DEPTH;

TURF ESTABLISHMENT

(SEEDING; MULCH;

FERTILIZER), TYP.

PLACING

TOPSOIL, 4" DEPTH;

TURF ESTABLISHMENT

(SEEDING; MULCH;

FERTILIZER), TYP.

CUT SLOPE

FILL SLOPE

3:1 NOR.

W1 W2

EX. GROUND

9" T

YP

3" T

YP

AGG. BASE COURSE GRADING 'C'

AGG. SURFACE COURSE

METHOD 2, TYP. FINISHED

ROAD GRADE

PVT. WIDTH

2%, VAR.

CLEARING AND GRUBBING LIMITS

AGGREGATE SURFACE

"F" LINE - TRAILER PARKING TYPICAL SECTION

STA. 1+06 "F" TO STA. 4+50 "F" W1 = 18' TO 57', W2 = 18' TO 57'

(NTS)

W1

2%, VAR.

CL

10:1 NOR.

4:1 MAX.

PLACING

TOPSOIL, 4" DEPTH;

TURF ESTABLISHMENT

(SEEDING; MULCH;

FERTILIZER), TYP.

PLACING

TOPSOIL, 4" DEPTH;

TURF ESTABLISHMENT

(SEEDING; MULCH;

FERTILIZER), TYP.

CUT SLOPE FILL SLOPE

3:1 NOR.

W2

4:1 NOR.3:1 MAX.

(NTS)

EX. GROUND

6" T

YP

6" T

YP

AGG. BASE COURSE GRADING 'C'

AGG. SURFACE COURSE

METHOD 2, TYP. FINISHED

ROAD GRADE

10'

TYP.

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

1/2 3/2

2 1 5:

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ED

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DD

\50

1_

PL

AN

S\

1.5

_B D\

V_

-0 8-

TY

PI

CA

LS

.D W

G;

(R09)

EASTERN REGIOON

VALHALLA

REAREATION

AREA

CHEQUAMEGON NICOLET

NATIONAL FOREST

WASHBURN RANGER DISTRICT

TYPICAL SECTIONS

2/22/2022

R.POLKINGHORN

R.POLKINGHORN

A.JOHNSTON

C-07 8 50

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16+94

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50 5+00

5+50

6+00

6+50

7+00

7+

8+

8+

9+

9+

+0

+5

+0

+5

+0

+5

+0

13+50 14+00

14+50

15+00

15+50

16+00

16+50

2+08

1+00

1+50

2+00

17+55

9+

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

2+71

0+50

1+00

1+50

2+00

2+50

3+40

1+00

1+50

2+00

2+50

3+00

4+561+00

1+

2+

2+

3+

3+

4+

4+

3+82

1+00

1+50

2+00

2+50

3+00

3+504+61

1+00

1+50

2+

2+

3+

3+50

4+00

4+50

+0

0 10 +5

0 11 +0

0 11 +5

0 12 +0

0 12 +5

0 13 +0

0 13 +5

+0

+5

+0

+5

+0

+5

15+50

16+00

16+50

17+00

17+50

18+00

18+50

19+00

19+50

20+00

20+50

21+00

21+50

22+00

22+50

23+00

23+50

24+00

24+50

25+00

25+50

2+49

1+00

1+50

2+

L27

L28

C14

11001100

10 1110

108610

10921092

10961096

10981098

11041104

1106 1106 1108 1108 1108

161116

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 2/2

2 1 9:

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\50

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AN

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1.5

_B D\

V_

-E C.

DW

G;

(R9)

EASTERN REGION

VALHALLA

RECERATION

AREA

CHEQUAMEGON NICOLET

NATIONAL FOREST

WASHBURN RANGER DISTRICT

EROSION CONTROL

PLAN

2/22/2022

R. POLKINGHORN

R. POLKINGHORN

A.JOHNSTON

C-08 9 50

"D" LINE

CHALET SITE

"A" LINE

ATV TRAIL

"C" LINE

EAST ACCESS

"E" LINE

PARKING ENTRANCE

Feet 1:600

2001000 50

"A" LINE

ATV TRAIL

"B" LINE

SNOWSHOE-SKI TRAIL

"F" LINE

PARKING

"G" LINE

PARKING

EXIT

"H" LINE

SKI TRAIL

"I" LINE

WEST ACCESS /

FRIENDLY VALLEY RD.

"J" LINE

CTH C

"K" LINE

EX. ATV TRAIL

EARTH

MOUND

BARRIER

EARTH

MOUND

BARRIER

EARTH

MOUND

BARRIER

EARTH

MOUND

BARRIER

P01 P02

PLACE EARTHWORK

WASTE ON EX. TRAIL;

TURF ESTABLISHMENT

REQ'D.

PLACE EARTHWORK WASTE ON EX.

TRAIL; TURF ESTABLISHMENT REQ'D.

NOTES

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

SANDBAGS AT CULVERT PIPE INLET END .

2. TURF ESTABLISHMENT INCLUDES SOIL PREPARATION,

SEED, FERTILIZER, AND MULCH.

LEGEND

4" TOPSOIL; TURF ESTABLISHMENT

ROLLED E.C. PRODUCT, TYPE A (DITCHES)

SANDBAGS (PLACE AT CULVERT INLET)

STRAW BALES

SILT FENCE

PERMANENT EROSION CONTROL LOG-TIMBER

EROSION CONTROL SEQUENCING AND MAINTENANCE PLAN

PRIOR TO GRADING INSTALL ALL EROSION AND SEDIMENT CONTROL PRACTICES SHOWN ON THE PLAN THAT WOULD NOT BE DAMAGED DURING GRADING OPERATIONS. THIS WOULD INCLUDE TRACKING PADS AND SILT FENCE. WHILE PERFORMING GRADING, INSTALL THE ADDITIONAL PRACTICES SHOWN ON THE PLAN AS SOON AS PRACTICABLE. IN AREAS WHERE POSSIBLE, GRADE SMALL AREAS ONE AT A TIME, REPLACE AND FINE GRADE TOPSOIL, AND PLACE SEED, FERTILIZER, AND MULCH OR ROLLED EROSION CONTROL PRODUCT. IN ANY CASE, IMMEDIATELY AFTER TOPSOIL REPLACEMENT AND FINE GRADING, APPLY SEED, FERTILIZER, AND MULCH OR ROLLED EROSION CONTROL PRODUCT.

APPLY SEED AND FERTILIZER ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. ANCHOR THE MULCH BY

CRIMPING INTO THE SOIL WITH APPROPRIATE EQUIPMENT.

ALL PRACTICES SHALL BE INSPECTED AT LEAST ONCE WEEKLY, PLUS WITHIN 24 HOURS AFTER A RAIN EVENT OF 12 INCH OR MORE. DOCUMENT ALL INSPECTIONS, AND ANY REPAIRS NEEDED OR MAINTENANCE PERFORMED. CLEAN, REPAIR, OR

REPLACE PRACTICES AS NECESSARY SO THAT THEY FUNCTION PROPERLY.

REMOVE TEMPORARY PRACTICES AFTER THE PROJECT IS COMPLETE AND/ OR VEGETATION IS ESTABLISHED. REMOVAL OF CERTAIN PRACTICES (SUCH AS STONE CHECK DAMS IN DRAINAGE SWALES) WILL REQUIRE ADDITIONAL TEMPORARY PRACTICES. AFTER REMOVAL OF CHECK DAMS IN DRAINAGE SWALES, PLACE EROSION MAT IN THE FORMER FOOT PRINT OF THE CHECK DAMS. FINE GRADING, AND MULCHING OF ALL DISTURBED AREAS DURING PRACTICE REMOVALS IS

REQUIRED.

ALL SITE PRACTICES ARE TEMPORARY EXCEPT THE MULCH AND ROLLED EROSION CONTROL PRODUCT. THESE

PRACTICES WILL BE ALLOWED TO DECOMPOSE ON SITE.

NEW CULVERT PIPES:

INSTALL ROLLED E.C. PRODUCT ON SLOPES - 110 SY,

SAND BAGS AT INLETS - 10 EACH, AND

EROSION BALES AT OUTLET END - 22 EACH

PERMANENT EROSION CONTROL

LOGS-TIMBER (4 ON EACH SIDE,

50' TO 70' SPACING)EROSION BALES - 19 EACH

EROSION BALES - 19 EACH

EROSION BALES - 15 EACH

INSTALL ROLLED E.C. PRODUCT IN

INFILTRATION TRENCH - 150 SY

INSTALL ROLLED E.C. PRODUCT IN

INFILTRATION TRENCH - 220 SY

EX. INFILTRATION TRENCH

INSTALL EROSION BALES - 5 EACH AND

ROLLED E.C. PRODUCT IN SWALE - 32 SY

SILT FENCE - 690 LF

SILT FENCE - 340 LF

SILT FENCE - 370 LF

SILT FENCE - 330 LF

SILT FENCE - 310 LF

SILT FENCE - 110 LF

SILT FENCE - 270 LF

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BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text B.M.

AutoCAD SHX Text B.M.

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text B.M.

AutoCAD SHX Text C.P.

AutoCAD SHX Text

SIGN

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text B.M.

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text

FIRE PIT

AutoCAD SHX Text

BAT HOUSE

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

TOILETS

AutoCAD SHX Text

SHED

AutoCAD SHX Text

TOILET

AutoCAD SHX Text

TOILET

AutoCAD SHX Text

CHALET

AutoCAD SHX Text

RUINS

AutoCAD SHX Text

CONTAINER

AutoCAD SHX Text

SHED

AutoCAD SHX Text

FEE STATION

AutoCAD SHX Text

KIOSK

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SKI RACK

AutoCAD SHX Text

SKI RACK

AutoCAD SHX Text

FIRE PIT

AutoCAD SHX Text

WOOD SHED

AutoCAD SHX Text B.M.

AutoCAD SHX Text

GATE

AutoCAD SHX Text C.P.

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text E

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

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

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

E

E

EEE

E

E

E

E

E

E

E

E

E

E

E

E E

E E

E E

E E

E

X

X X

X X

X X

X

X X X

X X

X X

X

XX

X X

X X

X X

X X

X X

X X

XX

X

1+00

1+50

STA: 1+78.51, 33.00' L

N: 505966.60 E: 776773.53

STA: 1+78.51, 6.00' L

N: 505982.76

E: 776795.16 STA: 1+78.61, 6.00' R

N: 505990.01 E: 776804.72

STA: 1+78.89, 23.94' R

N: 506000.97 E: 776818.92

STA: 1+79.75, 79.00' R

N: 506034.62 E: 776862.51

-2.5%

-1 .8

-1 .8

-0.9%

STA: 1+12.81, 19.94' R

N: 505945.64 E: 776855.26

STA: 1+52.83, 19.94' R

N: 505977.70 E: 776831.31

STA: 1+12.81, 6.00' L

N: 505930.12 E: 776834.48

STA: 1+58.82, 6.00' L

N: 505966.98 E: 776806.95

-2.9%

-1.6%

-0 .3

-0.4%

-0.5%

-0.6%

-0.6%

-2.1%

-2.1%

-2.0%

-1.8%

-1.4%

-1.8%

-1.0%

-5.5%

-0 .9

-10.2%

STA: 1+58.81, 6.00' R

N: 505974.16 E: 776816.56

STA: 1+00.03, 19.94' R

N: 505935.41 E: 776862.91

STA: 1+01.23, 64.99' R

N: 505963.33 E: 776898.28

STA: 1+53.04, 64.88' R

N: 506004.77 E: 776867.19

STA: 1+06.81, 6.06' L

N: 505925.28 E: 776838.02

STA: 1+58.81, 19.94' R

N: 505982.50 E: 776827.74

1095.03

1095.00

1095.00

1094.92 1094.79

1095.17

1095.41

1094.95

1095.07

1095.17 1094.90

1095.13

1095.16

1095.00

1095.04

1095.12

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 2/2

2 1 9:

C

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P

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(R9)

EASTERN REGION

VALHALLA

RECREATION

AREA

CHEQUAMEGON NICOLET

NATIONAL FOREST

WASHBURN RANGER DISTRICT

PLAN - CHALET SITE

2/22/2022

R. POLKINGHORN

R. POLKINGHORN

A.JOHNSTON

C-09 10 50

"D" LINE

Feet 1:60

20100 5

NOTES

1. PLACE EARTHWORK WASTE ALONG ABANDONED TRAIL.

FINISH BY PLACING CONSERVED TOPSOIL, 4 INCH DEPTH,

AND TURF ESTABLISHMENT. MATCH EXISTING GRADES

ON EACH SIDE OF TRAIL.

2. EXISTING CONTOURS ARE SHOWN.

FENCE, CEDAR SPLIT

RAIL, TYP.

RECONSTRUCT AGGREGATE SURFACE PATIO:

ROADWAY EXCAVATION;

AGGREGATE SURFACE COURSE, METHOD 2, TYP.

REMOVE AND REPLACE ACCESSIBILITY

RAMP, SEE SHEETS C-45-47

ROOF SNOW GUARDS,

SEE SHEET A-01

REMOVE AND RESET FIRE RING

FENCE, CEDAR SPLIT RAIL, TYP.

SLOPE INTERCEPT

SLOPE

INTERCEPT

RESET FIRE RING (MOVE FROM X-C SKI AREA)

SKI RACK TO REMAIN

GRADING BREAKLINE

GRADE AND SHAPE SWALE TO DRAIN

CP05

CP03

CP04

24'

1' 1'

12' 16'

REMOVE SIGNS AND POSTS, TYP.

SEE SIGN PLAN

10'

6.0'

6'

3'

6'

6.0'

28.8' 44.2'

24.5'

9.5'

2'

TYP.

8'

TYP.

25' 36'

LOCATION UNKNOWN

BAYFIELD ELECTRIC COOP.

EX. TOILET

REMAINS

EX. TOILET

REMAINS

FENCE, CEDAR SPLIT RAIL, TYP.

STOOP,

WOOD

REMOVAL OF FENCE - 20 LF

REMOVAL OF FENCE - 16 LF

FENCE, CEDAR SPLIT RAIL, TYP.

8'

8'

TYP.

2'

TYP.

7'

7'

FENCE, CEDAR SPLIT RAIL, TYP.

10'

SIDEWALK: AGGREGATE SURFACE

COURSE, METHOD 2, TYP.

STOOP,

WOOD

6'

REGRADE TO 1095.12

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text C.P.

AutoCAD SHX Text

FIRE PIT

AutoCAD SHX Text

TOILET

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