Picnic Point CampgroundPSE Plan220404.pdf

FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

PICNIC POINT CAMPGROUND

FROM THE MEDFORD RANGER DISTRICT OFFICE, TRAVEL NORTH ON STATE HIGHWAY 13 N TOWARD COUNTY HIGHWAY M FOR 3.7 MILES. TURN LEFT ONTO COUNTY HIGHWAY M WEST FOR 7.2 MILES.

TURN RIGHT ONTO MONDEAUX DRIVE FOR 6.0 MILES. TURN RIGHT ONTO MONDEAUX AVE. (FR 102) FOR 1.4 MILES. TURN LEFT ONTO CAMPERS ROAD (FR 106) FOR 1.2 MILES TO REACH PICNIC POINT

CAMPGROUND NEAR N7546 CAMPERS ROAD, WESTBORO, WI 54490. LATITUDE 45.305648 AND

LONGITUDE -90.435760.

ROAD RECONDITIONING AND REPAVING

RECOMMENDED BY:

DATE

DISTRICT RANGER DATE

FOREST ENGINEER

2/2 3/2

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WISCONSIN

TAYLOR COUNTY

(R09) EASTERN REGION

CHEQUAMEGON NICOLET NATIONAL FOREST

MEDFORD-PARK FALLS RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVER SHEET 2/22/2022

C-01 GENERAL NOTES AND QUANTITIES 2/22/2022

C-02 TEMPORARY TRAFFIC CONTROL 2/22/2022

C-03 TYPICAL SECTIONS 2/22/2022

C-04 PLAN 2/22/2022

C-05 PLAN AND PROFILE - FR 1440 2/22/2022

C-06 EROSION CONTROL PLAN 2/22/2022

C-07 SIGNING PLAN 2/22/2022

C-08 DETAILS 2/22/2022

C-09 DETAILS 2/22/2022

C-10 DETAILS AND QUANTITY SUMMARIES 2/22/2022

X-01 OPTIONAL BID - BOAT LAUNCH 2/22/2022

X-02 OPTIONAL BID - BOAT LAUNCH DATAILS 2/22/2022

MEDFORD DISTRICT OFFICE

850 N. 8TH, STATE HIGHWAY 13

MEDFORD, WI 54451

PROJECT LOCATION

PICNIC POINT CAMPGROUND

FR 1440

OPTIONAL BID - VAULT TOILET REPLACEMENTX-03

APPROVED 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

PICNIC POINT

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

MEDFORD-PARK FALLS RANGER

DISTRICT

GENERAL NOTES AND

QUANTITIES

2/22/2022

R.POLKINGHORN

R.POLKINGHORN

A. JOHNSTON

C-01 2 13

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 EBS, REMOVAL OF THE EXISTING CULVERT PIPE, INSTALLATION OF A NEW CULVERT, PAVEMENT REMOVAL AND REPLACEMENT, SIGNAGE REMOVAL AND REPLACEMENT, AND PLACEMENT OF EROSION CONTROL AND SLOPE PROTECTION. THESE PLANS ALSO INCLUDE OPTIONAL WORK FOR RECONSTRUCTION OF THE BOAT RAMP.

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. FRONTIER COMMUNICATIONS HAS A BURIED TELECOMMUNICATIONS CABLE ALONG THE SOUTH SIDE OF OF FR1440. THE BURIED LINE IS WITHIN THE EXCAVATION LIMITS FRONTIER COMMUNICATIONS INTENDS TO PLACE A TEMPORARY LINE ON THE GROUND SURFACE OUTSIDE OF THE WORK LIMITS DURING CONSTRUCTION AND THEY ALSO INTEND TO BURY A CONDUIT ALONG THE SOUTH SIDE OF THE SUBEXCAVATION. THE CONTRACTOR SHALL CONTACT FRONTIER COMMUNICATIONS AT LEAST 30 CALENDAR DAYS PRIOR TO STARTING EXCAVATION WORK AND COORDINATE WITH THE FRONTIER

COMMUNICATIONS REPRESENTATIVE.

5. THERE ARE PRIVATE RESIDENCE AT N7516 AND N7546 CAMPERS ROAD WHICH HAVE ACCESS AT FOREST ROAD 1440 AND ARE LOCATED SOUTH OF THE PROJECT SITE. THE FOREST SERVICE WILL PROVIDE OWNER NAMES AND CONTACT INFORMATION TO THE CONTRACTOR. THE GENERAL CONTRACTOR SHALL CONTACT THE PRIVATE LAND OWNERS AT LEAST 2 WEEKS BEFORE STARTING WORK, AT LEAST 3 DAYS PRIOR TO CLOSING FOREST ROAD 1440 TO TRAFFIC, AND WITHIN 1 DAY OF REOPENING FOREST ROAD 1436.

6. FOREST ROAD 1440 SHALL BE CLOSED TO THRU TRAFFIC AT THE INTERSECTION WITH CAMPERS ROAD DURING CONSTRUCTION. THE CONTRACTING OFFICER SHALL BE NOTIFIED IN WRITING 3 WEEKS PRIOR TO ANY PROPOSED CLOSURE. DURATION OF CLOSURE SHALL NOT EXCEED 30 CONSECUTIVE DAYS. ROAD

CLOSURE SIGNING SHALL BE IN PLACE PRIOR TO CLOSING ROAD.

7. WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION OF EXPECTED SURFACE AND SUBSURFACE

WATER LEVELS THAT WILL EXIST DURING CONSTRUCTION.

8. 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.

9. 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.

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

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

12. THE CONTRACTOR SHALL IMMEDIATELY STOP WORK AND NOTIFY THE CONTRACTING OFFICER (CO) IF HERITAGE RESOURCES OR HUMAN REMAINS ARE

ENCOUNTERED.

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

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

15. THE CONTRACTOR SHALL NOT PERFORM ANY IN-WATER WORK BETWEEN MARCH 1 AND JUNE 15.

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

17. THE CONTRACTOR SHALL PROPERLY DISPOSE OF EXCESS EARTHWORK WASTE OFF OF FOREST SERVICE LANDS. NO FILL OR STOCKPILING OF MATERIALS

SHALL BE PLACED IN WETLANDS.

18. DISPOSAL OF CORDUROY LUMBER MAY BE ALLOWED TO BE PLACED OUTSIDE OF WETLANDS AND AT LEAST 20 FEET FROM THE EDGE OF ASPHALT PAVEMENT.

19. 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.

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

21. CULVERT 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.

22. THE PIPE CULVERT INVERTS WILL BE BELOW EXISTING GROUND.

23. COFFERDAM FOR PIPE CULVERT IF NEEDED SHALL BE INCIDENTAL TO THE PIPE CULVERT ITEM. COFFERDAMS MAY NOT BE LOCATED OUTSIDE OF THE

EROSION CONTROL DEVICES SHOWN ON THE PLANS.

22. COFFERDAM FOR OPTIONAL BID BOAT LAUNCH CONSTRUCTION IF NEEDED SHALL BE INCIDENTAL TO THE BOAT LAUNCH ITEM. COFFERDAMS MAY NOT BE

LOCATED OUTSIDE OF THE EROSION CONTROL DEVICES.

23. BOAT LAUNCH RECONDITIONING WORK WILL NOT BE PERFORMED OR PAID FOR IF OPTIONAL BID BOAT LAUNCH IS AUTHORIZED BY THE CO.

UTILITIES

TELEPHONE

FRONTIER COMMUNICATIONS

GLENN LEFEBVRE

GLEN.LEFEBVRE@FTR.COM

715-493-0017

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

WIS STATUTE 182.0175(1974) REQUIRES MIN. 3 WORK

DAYS NOTICE BEFORE YOU EXCAVATE

PICNIC POINT CAMPGROUND AT FOREST ROAD (FR) 1440 -

HORIZONTAL AND VERTICAL CONTROL

POINT

LOCATION

ELEV. DESCRIPTION

STA./OFF. N E

CP#1 6+71.29"A", 18.28' LT. 400123.96 626104.68 1391.17 1/2" IRON PIPE

BM#1 11+62.13"B", 32.45' LT. 399896.29 625599.23 1430.13 BM & CP 1/2" IRON PIPE

BM#2 5+14.90"A", 18.30' RT. 399980.22 626046.42 1392.78 BM & CP 1/2" IRON PIPE

BM#3 7+20.94"A", 20.64' LT. 400129.11 626156.51 1390.54 BM & CP 1/2" IRON PIPE

QUANTITIES

ITEM DESCRIPTION BASE

PROJECT

OPTIONAL

BID BOAT

LAUNCH

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 1 Each 15207 Grade finishing stakes, conventional survey methods, tolerance class A 0.079 Mile 15217 Centerline reestablishment, Precision 0.06' 2 Each 15220 Establish clearing limits 1 Lump Sum

15401 Contractor testing 1 Lump Sum

15713 Soil erosion and pollution control 1 Lump Sum

15761 Dewatering structure 1 Each 20158 Clearing and Grubbing 1 Lump Sum

20302 Removal of culvert pipe, disposal method A 1 Each 20304 Removal of asphalt pavement, disposal method A 200 Square Yard

20407 Roadway excavation 74 Cubic Yard 20410 Subexcavation 170 Cubic Yard 20414 Conserved Top Soil 1 Lump Sum

20429 Waste 270 Cubic Yard 20701A Earthwork geosynthetics, type geotextile, class 1, type A 355 Square Yard

20701B Earthwork geosynthetics, type geogrid, type 4 280 Square Yard

30102 Aggregate base, grading C 104 Ton 30107 Subbase, grading A 340 Ton 30208 Aggregate surface course, method 2 12 Ton 30305 Shoulder reconditioning 690 Foot 30313 Aggregate surface reconditioning, compaction method A 170 Square Yard

40304A Asphalt concrete, WI State DOT, Type 4 LT 58-28 S 79 Ton 40304B Asphalt concrete, WI State DOT, Type 6 LT 58-34 S 57 Ton 41202 Asphalt Tack Coat 140 Gallon 60203 21 inch equivalent diameter arch or elliptical culvert pipe, 24"x18" steel pipe arch, polymer coated, 16 gage 30 Foot 62404 Placing conserved topsoil, 4 inch depth 140 Square Yard

62550 Turf establishment 1 Lump Sum

62901 Rolled erosion control product, type A 394 Square Yard

63305 Sign, aluminum panel, type engineer grade sheeting 24.6 Square Foot

63306 Post, wood 4"x4" 100 Foot 63307A Object marker, type 2 5 Each 63307B Object marker, type 4 2 Each 63312 Remove signs and posts 1 Lump Sum

63501 Temporary traffic control 1 Lump Sum

67001 Boat Launch 1 Lump Sum

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

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

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

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

SEE SHEETS X-01 AND X-02

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CO

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MAIL

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WV

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FLAG

SIGN

AGG.

ASPH

ASPH

ASPH

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T T

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T

T T

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T T

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T

T

T

T

T

T

T

R11-2

CLOSED

ROAD

48"X30"

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 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

2/2 3/2

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(R09)

EASTERN REGIOON

PICNIC POINT

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

MEDFORD-PARK FALLS RANGER

DISTRICT

TEMPORARY TRAFFIC

CONTROL

2/22/2022

R.POLKINGHORN

R.POLKINGHORN

A. JOHNSTON

C-02 3 13

FR 1440

CAM

PERS RD.

Feet 1:120

20100 5

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E

PVT. WIDTH

2'

SHLDR.

M

I

N

A

X

N

O

R

X

2%, TYP.

T

Y P

4%, TYP.

2'

SHLDR.

T

Y P

PVT. WIDTH

2%, TYP.

T

Y P

, T Y

P

6' TREE PRUNING, CLEARING AND GRUBBING WIDTH 6' TREE PRUNING, CLEARING AND GRUBBING WIDTH

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. 3+20"A" TO STA. 4+68"A"

ROAD RESURFACING

TYPICAL SECTION (NTS)

STA. 1+09"A" TO STA. 3+20"A"

STA. 4+68"A" TO STA. 5+15.12"A"

STA. 11+11.86"B" TO STA. 11+94.20"B"

6' TYP. 6' TYP.

2'

SHLDR.

2'

SHLDR.

VAR., 6' TYP. VAR., 6' TYP.

6' TREE PRUNING, CLEARING AND GRUBBING WIDTH 6' TREE PRUNING, CLEARING AND GRUBBING WIDTH

2%, TYP.

2%, TYP.

EX. GROUND

FINISHED ROAD GRADE

EX. GROUND

SHOULDER RECONDITIONING, TYP.

EX. AGG. BASE

FINISHED ROAD GRADE

AGG. BASE, GRADING C AS NEEDED FOR

ASPHALT SURFACE PREPARATION

EARTHWORK GEOSYNTHETICS, TYPE GEOGRID, TYPE 4 (BOTTOM

ONLY, PLACE LENGTHWISE ALONG CL, 12" MIN. OVERLAP)

C

L

C

L

T

Y P

T

Y P

AGG. BASE, GRADING C

CUT SLOPE

FILL SLOPE

M

I N

SUBBASE, GRADING A

EARTHWORK GEOSYNTHETICS, TYPE

GEOTEXTILE, CLASS 1, TYPE A; (PLACE

LENGTHWISE ALONG CL, 12" MIN. OVERLAP)

SUBEXCAVATION LIMIT (CORDUROY REMOVAL

INCIDENTAL TO SUBEXCAVATION)

2.5', MIN.

2.6', MIN.

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

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

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

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

R

R

AGGREGATE SURFACE

COURSE, METHOD 2

AGGREGATE SURFACE

COURSE, METHOD 2

VAR. 10' TO 15', 12' TYP.

2%, TYP.

2% TYP.

ROAD RECONDITIONING

TYPICAL SECTION (NTS)

STA. 5+15 "A" TO 5+33 "A"

STA. 30+20 "C" TO STA. 31+25"C" (BOAT LAUNCH)

12' TREE PRUNING, CLEARING AND GRUBBING WIDTH

EX. GROUND

AGGREGATE SURFACE RECONDITIONING,

COMPACTION METHOD A

NOTE:

BOAT LAUNCH RECONDITIONING WORK WILL NOT BE

PERFORMED OR PAID FOR IF OPTIONAL BID BOAT

LAUNCH IS AUTHORIZED BY THE CO.

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

4/4 /22

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(R9)

EASTERN REGION

PICNIC POINT

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

MEDFORD - PARK FALLS

RANGER DISTRICT

TYPICAL SECTIONS

2/22/2022

R. POLKINGHORN

R. POLKINGHORN

A. JOHNSTON

C-03 4 13

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WELL

POSTPOSTPOST

POST

POST

POST

POST

POST

POST

ROCK LINE

ROCK LINE

RO

CK

L

IN

E

TRAIL

SIGN

SIGN

AGG.

AGG.

AGG.

AGG.

AGG.

AGG.

AGG.

AGG.

ASPH

ASPH ASPH

ASPH

ASPH

T

T

T

T

T T

T

T

T

T

T T

T T

T T

T

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T T

T

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ST

EE

L

GA

TE

POST

13+00

10+00

10+50

11+00

11+50

12+00

12+50

8+

1+ 00 1+

50 2+ 00 2+

50 3+ 00 3+

50 4+ 00 4+

5+00

5+50

6+00

6+50

7+

7+

8+

8+

STA: 11+81.58, 0.00'

N: 399926.39 E: 625624.92

STA: 13+00.00, 0.00'

N: 400032.30 E: 625571.94

STA: 10+00.00, 0.00'

N: 399755.83 E: 625687.22

STA: 11+49.20, 0.00'

N: 399895.97 E: 625636.03

STA: 3+37.54, 1.18' L

N: 399937.32 E: 625869.99

STA: 1+00.00, 0.00'

N: 399895.97 E: 625636.03

STA: 7+98.04, 0.01' R

N: 400111.44 E: 626234.35

PC

: 2

+8 8.

PT

: 3

+8 6.

PC

: 4

+5 2.

PT: 5+15.12

PC: 5+77.46

PT

: 6

+8 1.

STA: 4+83.56, 11.93' R

N: 399949.04 E: 626020.57

STA: 6+29.52, 20.55' L

N: 400104.61 E: 626057.11

STA: 1+49.48, 51.00' L

N: 399954.81 E: 625675.88

STA: 1+40.02, 31.00' R

N: 399872.41 E: 625680.84

L1

L2

L3

L4

L5

L6

C1

C2

C3

Curve Table: Alignments

Curve #

C1

C2

C3

Radius

1000.00

50.00

80.00

Length

97.21

63.12

104.12

Chord Direction

N82° 45' 48.82"E

N49° 22' 59.64"E

N50° 30' 11.32"E

Start Point

(625822.09,399928.85)

(625984.13,399946.20)

(626043.18,400045.31)

End Point

(625918.48,399941.09)

(626028.93,399984.62)

(626117.98,400106.96)

30+00

30+50

31+00

31+50

31+65

L1

Line Table: Alignments

Line #

L1

L2

L3

L4

L5

L6

L10

Length

181.58

118.42

188.94

65.85

62.34

188.60

164.57

Direction

N20° 04' 00.88"W

N26° 34' 29.40"W

N79° 58' 43.53"E

N85° 32' 54.12"E

N13° 13' 05.16"E

N87° 47' 17.48"E

N2° 01' 12.81"W

Start Point

(625687.22,399755.83)

(625624.92,399926.39)

(625636.03,399895.97)

(625918.48,399941.09)

(626028.93,399984.62)

(626117.98,400106.96)

(626234.35,400111.45)

End Point

(625624.92,399926.39)

(625571.94,400032.30)

(625822.09,399928.85)

(625984.13,399946.20)

(626043.18,400045.31)

(626306.44,400114.24)

(626228.54,400275.92)

STA: 31+00.00, 0.00'

N: 400211.39 E: 626230.82

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

4/4 /22

:3

7 C

ED

P

- O

W

NE

R C:

\C

ED

P\

PR

OJ

EC

TS

\21

_L D_

FO

RE

ST

S

ER

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\ P_

-P

LA

N.

DW

G;

(R9)

EASTERN REGION

PICNIC POINT

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

MEDFORD - PARK FALLS

RANGER DISTRICT

PLAN

2/22/2022

R. POLKINGHORN

R. POLKINGHORN

A. JOHNSTON

C-04 5 13

R25'

R45

18.0'

18.0'

STA. 11+11.86 "B"

BEGIN ASPHALT CONC. PVT.

STA. 11+94.20 "B"

END ASPHALT

CONC. PVT.

SIGNS 01, 02

SIGN 03

SIGNS 04, 05

SIGNS 06, 07

CLEARING AND GRUBBING

(REMOVE STUMPS)

STA. 5+15 "A"

END ASPHALT PVT. STA. 5+15 "A" TO 5+33 "A", AGGREGATE SURFACE

RECONDITIONING, COMPACTION METHOD A

OBJECT MARKERS 08-14

CLEARING AND GRUBBING

(REMOVE STUMP)

CAMPSITE MARKER 4

SIGNS 15, 16

CAMPSITE MARKER 3

SIGN 18

CAMPSITE MARKER 2

EX. INFORMATION

KIOSK TO REMAIN

EX. FEE STATION TO REMAIN

SIGN 19

SIGN 20

CAMPSITE MARKER 1

MONDEAUX FLOWAGE

PRIVATE DR.

FR 1440

CAM

PERS RD.

STA. 30+20 "C" TO STA. 31+25 "C"

AGG. SURFACE RECONDITIONING (BOAT LAUNCH),

(SEE SHEETS X-01 AND X-02 FOR OPTIONAL BID)

STA. 1+09"A" TO STA. 5+15 "A"

SHOULDER RECONDITIONING

REMOVAL OF ASPHALT PAVEMENT, DISPOSAL METHOD A;

ASPHALT CONCRETE, WI STATE DOT, TYPE 4 LT 58-28 S (BOTTOM 1.75");

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

SHOULDER RECONDITIONING

SHOULDER

RECONDITIONING

12'

2' 2'

STA. 3+20 "A" TO 4+68 "A",

ROADWAY RECONSTRUCTION;

SUBEXCAVATION (CORDUROY

REMOVAL IS INCIDENTAL)

ft 1:360, 1" = 30'

60300 15

REMOVAL OF CULVERT PIPE, DISPOSAL METHOD A;

21 INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL CULVERT PIPE, 24"X18" STEEL PIPE

ARCH, POLYMER COATED, 16 GAGE;

STA. 4+70 "A"

LENGTH = 30'

SKEW = 13 DEG. LHF

INLET ELEV = 1389.70

OUTLET ELEV = 1389.20

SLOPE = 1.67%

FRONTIER

COMMUNICATION

WETLAND

WETLAND

BM#1

BM#2

BM#3

NOTES

1. REMOVE EXISTING SIGNS AND POSTS WHERE INDICATED

BY "SIGN #". SUPPLY AND INSTALL NEW SIGNS AND

HARDWARE.

2. REMOVE EXISTING OBJECT MARKERS WHERE INDICATED

BY "OBJECT MARKER #". SUPPLY AND INSTALL OBJECT

MARKER SIGNS AND HARDWARE.

3. REMOVE EXISTING CAMPSITE MARKERS WHERE

INDICATED BY "CAMPSITE MARKER #". SUPPLY AND

INSTALL NEW CAMPSITE SIGNS AND HARDWARE.

4. REMOVAL OF SIGNS AND MARKERS SHALL INCLUDE THE

POST IT IS MOUNTED TO WITH EXCEPTION OF GATES

AND GATE POSTS.

5. BOAT LAUNCH AGGREGATE SURFACE RECONDITIONING

ITEM WILL NOT BE PERFORMED OR PAID OF IF OPTIONAL

BID FOR BOAT LAUNCH (SEE SHEETS X-01 AND X-02) IS

AUTHORIZED IN WRITING BY THE CO.

EX. ENTRY SIGN

(TO REMAIN)

SIGN 17

WETLAND

EX. VAULT TOILET

EX. BOULDER LINE

LEGEND

POTENTIALLY MERCHANTABLE TIMBER > 6" DIA.

"C" LINE

"A" LINE

"B" LINE

CP#1

STA. 11+12 "B" TO STA. 11+94 "B"

SHOULDER RECONDITIONING

STA. 1+30 "A" TO 7+40 "A", LT. AND RT.

CLEARING AND GRUBBING

18" Y. BIRCH 8" MAPLE

10" ASH

7" SPRUCE

GRADE AND SHAPE PRIVATE

DR. TO MATCH ASPHALT PVT.

WETLAND

24'

VAR.

10'-15'

STA. 30+25 "C" TO 31+25 "C",

CLEARING AND GRUBBING

(LT. SIDE)

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POST

POST

SIGN

AGG.

AGG.

AGG.

ASPH

ASPH ASPH

ASPH

ASPH

T

T

T

T

T T

T

T

T

T

T

T

T

T

T

T T

T T

T T

T T

T T

T

T

T

T

T T

T

T

T

T

ST

EE

L

GA

TE

POST

13+00

10+50

11+00

11+50

12+00

12+50

1+

1+

2+

2+

3+

3+ 50 4+

00 4+

5+00

5+50

6+00

STA: 11+81.58, 0.00'

N: 399926.39 E: 625624.92

STA: 13+00.00, 0.00'

N: 400032.30 E: 625571.94

STA: 11+49.20, 0.00'

N: 399895.97 E: 625636.03

STA: 3+37.54, 1.18' L

N: 399937.32 E: 625869.99

STA: 1+00.00, 0.00'

N: 399895.97 E: 625636.03

PC

: 2

+8 8.

PT

: 3

+8 6.

PC

: 4

+5 2.

PT: 5+15.12

PC: 5+77.46

STA: 4+83.56, 11.93' R

N: 399949.04 E: 626020.57

STA: 1+49.48, 51.00' L

N: 399954.81 E: 625675.88

STA: 1+40.02, 31.00' R

N: 399872.41 E: 625680.84

L1

L2

L3

L4

L5

C1

C2

EL

EV

AT

IO

N (F

EE

T)

EL

EV

AT

IO

N (F

EE

T)

STATION (FEET)P-A PROFILE

1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+20

1.28%

-1.91%

-13.44%

-13.90%

-12.53%

ST

A

1+

B

EG

IN

P -A

EL

0.

8'

ST

A.

+1

5.

E N

D P

-A

EL

.8

G R

AD

E

BR

EA

K

ST

A

1+

EL

6.

7'

G R

AD

E

BR

EA

K

ST

A

2+

EL

2.

8'

VC

S

TA

: 3

+3 0.

VC

E

LE

V:

2.

VC

S

TA

: 4

+7 0.

VC

E

LE

V:

2.

PVI STA: 4+00.00

PVI ELEV: 1394.00

K: 13.18

LVC: 140.00

VC

S

TA

: 1

+0 8.

VC

E

LE

V:

0.

VC

S

TA

: 1

+2 8.

VC

E

LE

V:

9.

PVI STA: 1+18.00

PVI ELEV: 1431.00

K: 1.36

LVC: 20.00

1+00

.7

.7

.8

.8

.5

.3

.3

.3

.0

.0

1+50

.7

.7

.3

.2

.9

.8

.5

.4

.1

.0

2+00

.7

.5

.3

.2

.9

.8

.5

.4

.1

.1

2+50

.8

.7

.5

.4

.2

.1

.0

.8

.7

.5

3+00

.5

.3

.2

.0

.0

.8

.7

.6

.5

.4

3+50

.4

.2

.3

.2

.3

.2

.4

.2

.6

.4

4+00

.8

.6

.1

.9

.5

.3

.0

.0

.5

.6

4+50

.2

.2

.8

.9

.6

.5

.4

.4

.2

.2

5+00

.0

.0

.9

.8

5+20

.7

EX

IS

TI

N

G E

LE

V.

PR

O

PO

SE

D E

LE

V.

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

/17

/21

:4 8 C

ED

P

- O W

NE

R

C:

\C

ED

P\

PR

OJ

EC

TS

\21

_L

D_

FO

RE

ST

S

ER

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\

P_

-P

LA

N.

DW

G;

(R9)

EASTERN REGION

PICNIC POINT

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

MEDFORD - PARK FALLS

RANGER DISTRICT

PLAN AND PROFILE

FR 1440

2/22/2022

R. POLKINGHORN

R. POLKINGHORN

A. JOHNSTON

C-05 6 13

R25'

R4 5'

18'

18'

STA. 11+11.86 "B"

BEGIN ASPHALT CONC. PVT.

(MATCH EX.)

STA. 11+94.20 "B"

END ASPHALT CONC. PVT.,

(MATCH EX.)

SIGNS 01, 02

SIGN 03

SIGNS 04, 05

SIGNS 06, 07

CLEARING AND

GRUBBING

(REMOVE STUMPS)

STA. 5+15

END ASPHALT PVT.

STA. 5+15 "A" TO 5+33 "A", AGGREGATE SURFACE

RECONDITIONING, COMPACTION METHOD A

OBJECT

MARKERS 08-14

PRIVATE DR.

FR 1440

CAM

PERS RD.

REMOVAL OF ASPHALT PAVEMENT, DISPOSAL METHOD A;

ASPHALT CONCRETE, WI STATE DOT, TYPE 4 LT 58-28 S (BOTTOM 1.75");

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

SHOULDER RECONDITIONING

SHOULDER

RECONDITIONING

12'

2' 2'

REMOVAL OF CULVERT PIPE, DISPOSAL METHOD A;

21 INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL CULVERT PIPE, 24"X18" STEEL PIPE

ARCH, POLYMER COATED, 16 GAGE;

STA. 4+70 "A'

LENGTH = 30'

SKEW = 13 DEG. LHF

INLET ELEV = 1389.70

OUTLET ELEV = 1389.20

SLOPE = 1.67%

FRONTIER

COMMUNICATION

WETLAND

WETLAND

BM#1

BM#2

EX. ENTRY SIGN

(TO REMAIN)

LEGEND

POTENTIALLY MERCHANTABLE TIMBER > 6" DIA.

"A" LINE

"B" LINE

Feet

1:240

80400 20

STA. 3+20 "A" TO 4+70 "A", LT. AND RT.

CLEARING AND GRUBBING

STA. 4+70 "A"

21-INCH EQUIVALENT DIAMETER ARCH

OR ELLIPTICAL PIPE CULVERT

(POLYMER COATED)

"A" LINE C/L PROFILE

18" Y. BIRCH

8" MAPLE

10" ASH

GRADE AND SHAPE PRIVATE

DR. TO MATCH ASPHALT PVT.

STA. 1+09"A" TO STA. 5+15 "A"

SHOULDER RECONDITIONING

STA. 3+20 "A" TO 4+68 "A",

ROADWAY RECONSTRUCTION;

SUBEXCAVATION (CORDUROY

REMOVAL IS INCIDENTAL)

STA. 11+12 "B" TO STA. 11+94 "B"

SHOULDER RECONDITIONING

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POST

POST

POST

POST

POST

POST

ROCK LINE

ROCK LINE

RO

CK

L

IN

E

TRAIL

SIGN

SIGN

AGG.

AGG.

AGG.

AGG.

AGG.

AGG.

AGG.

AGG.

ASPH

ASPH ASPH

ASPH

ASPH

T

T

T

T

T T

T

T

T

T

T T

T T

T T

T

T

T

T T

T

T

ST

EE

L

GA

TE

POST

0 1

0 2

30+00

30+50

31+00

31+50

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

4/4 /22

:3

9 C

ED

P

- O

W

NE

R C:

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ED

P\

PR

OJ

EC

TS

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LL

A

CA

MP

GR

OU

ND

S\

0_

CA

DD

\50 1_

PL

AN

S\

1.5 _B

D\ P_

-E

C.

DW

G;

(R9)

EASTERN REGION

PICNIC POINT

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

MEDFORD - PARK FALLS

RANGER DISTRICT

EROSION CONTROL

PLAN

2/22/2022

R. POLKINGHORN

R. POLKINGHORN

A. JOHNSTON

C-06 7 13

M

O

N

D

E

A

U

X

F

L

O

W

A

G

E

P

R

I

V

A

T

D

R

F

C

A

M

P

E

S

VAR.

10' - 15' ft

1:360, 1" = 30'

60300

FRONTIER

COMMUNICATION

WETLAND

WETLAND

BM#1

BM#2

BM#3

EX. ENTRY SIGN

(TO REMAIN)

WETLAND

"C" LINE

"A" LINE

"B" LINE

CP#1

WETLAND

WETLAND

WETLAND

WETLAND

WETLAND

NOTES

1. PLACE SANDBAGS AT CULVERT PIPE INLET END IN THE PIPE.

2. TURF ESTABLISHMENT INCLUDES SOIL PREPARATION, SEED,

AND FERTILIZER.

3. EXISTING CONTOUR LINES ARE FROM SITE SURVEY DATA.

4. PLACE STRAW BALES AT CULVERT PIPE DISCHARGE END

AND IN DITCHES.

5. PLACE STRAW BALES AT THE UPSTREAM WETLAND

EXCAVATION LIMIT TO STABILIZE THE SOILS AND PREVENT

THEM FROM SLOUGHING INTO THE CULVERT PIPE

EXCAVATION TRENCH.

LEGEND

4" CONSERVED TOPSOIL; TURF

ESTABLISHMENT W/ ROLLED E.C.

PRODUCT, TYPE A

SANDBAGS (PLACE AT CULVERT INLET)

BALES, STRAW

SILT FENCE

POTENTIALLY MERCHANTABLE TIMBER

> 6" DIA.

STA. 3+20 "A" TO 4+68 "A",

ROADWAY RECONSTRUCTION;

SUBEXCAVATION (CORDUROY

REMOVAL IS INCIDENTAL)

REMOVAL OF CULVERT PIPE, DISPOSAL METHOD A;

21 INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL CULVERT PIPE, 24"X18" STEEL PIPE

ARCH, POLYMER COATED, 16 GAGE

SANDBAGS

BALES, STRAW

ROLLED E.C. PRODUCT,

TYPE A, TYP.

ROLLED E.C.

PRODUCT,

TYPE A, TYP.

BALES, STRAW (USE TO

STABILIZE WETLAND

EXCAVATION LIMIT)

SILT FENCE,

TYP.

SILT FENCE, TYP.

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. APPLY

STRAW MULCH AT A MINIMUM RATE OF 1 TON PER ACRE WHERE NEEDED. ANCHOR THE MULCH BY CRIMPING INTO THE SOIL WITH

APPROPRIATE EQUIPMENT.

TEMPORARY/NURSE CROP SEED SHALL BE APPLIED TO ALL DISTURBED AREAS IN ADDITION TO PERMANENT SEEDING. APPLY

RYEGRASS AT A RATE OF 3 LBS/1,000 SQUARE FEET FOR THE TEMPORARY/NURSE CROP SEED.

ALL EROSION CONTROL PRACTICES SHALL BE INSPECTED AT LEAST ONCE WEEKLY, PLUS WITHIN 24 HOURS AFTER A RAIN EVENT OF

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

PRACTICES WILL BE ALLOWED TO DECOMPOSE ON SITE.

BALES, STRAW

STA. 30+20 "C" TO STA. 31+25 "C"

AGG. SURFACE RECONDITIONING (BOAT LAUNCH),

(SEE SHEETS X-01 AND X-02 FOR OPTIONAL BID

AND ADJUST EROSION CONTROL AS NEEDED)

APPROX. LIMITS OF

WILD RICE BEDS

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POST

POST

POST

POST

POST

POST

ROCK LINE

RO

CK LIN

E

RO

CK

LI

NE

TRAIL

SIGN

SIGN

AGG.

AGG.

AGG.

AGG.

AGG.

AGG.

AGG.

ASPH

ASPH

ASPH

ASPH

ASPH

T

T T

T T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T T

ST

EE

L

GATE

POST

10+00

10+50

11+00

11+50

12+00

8+

1+

1+

2+

2+

3+

3+

4+

4+

5+00

5+50

6+00

6+

7+

7+

8+

8+

30+00

30+50

31+00

31+50

(LT ARROW) PICNIC POINT

(FRD-1-2, 24" X 6")

2" SERIES D

PICNIC POINT

RESERVED DATES

(12" X 18")

CAMPSITE

NUMBER

(FRD-1-3, 6" X 6")

3" SERIES D

REGISTERED CAMPERS ONLY

(FRD-3-2, 18" X 12")

2" SERIES D

CAMPERS

REGISTERED

ONLY

RESERVED CAMPSITES

(30" X 24")

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 3/2

2 1 4:

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(R9)

EASTERN REGION

PICNIC POINT

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

MEDFORD - PARK FALLS

RANGER DISTRICT

SIGNING PLAN

2/22/2022

R. POLKINGHORN

R. POLKINGHORN

A. JOHNSTON

C-07 8 13

18.0'

18.0'

SIGNS 01, 02

SIGN 03

SIGNS 04, 05

SIGNS 06, 07

OBJECT MARKERS 11-12

CAMPSITE MARKER 4

SIGNS 15, 16

CAMPSITE MARKER 3

SIGN 18

CAMPSITE MARKER 2

EX. INFORMATION

KIOSK TO REMAIN

EX. FEE STATION

TO REMAIN

SIGN 19

SIGN 20

CAMPSITE MARKER 1

MONDEAUX

FLOWAGE

PR

IVATE D

R

FR 1440

C

AM

PER

S R

D

2'

2'

VAR.10' - 15'

ft 1:360, 1" = 30'

60300 15

FRONTIER

COMMUNICATION

WETLAND

WETLAND

BM#1

BM#2

BM#3EX. ENTRY SIGN

(TO REMAIN)

SIGN 17

WETLAND

"C" LINE

"A" LINE

"B" LINE

CP#1

WETLAND

14'

NOTES

1. SIGNS AND POSTS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR.

2. SIGN CODES ARE BASED ON USDA FOREST SERVICE "SIGN AND POSTER GUIDELINES FOR THE FOREST SERVICE", PUBLICATION EM7100-15 AND U.S. FEDERAL HIGHWAY ADMINISTRATION

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

3. SIGNS ARE INDICATED WITH THEIR STANDARD CODE AND DIMENSION. FOREST ROAD DESTINATION (FRD) NON-STANDARD RECTANGULAR SIGN ARE INDICATED BY "FRD" AND DIMENSION.

4. REMOVAL OF SIGNS AND MARKERS SHALL INCLUDE THE POST IT IS MOUNTED TO WITH EXCEPTION OF GATES AND GATE POSTS.

5. SIGN POST OFFSETS ARE TYPICALLY 4-FT FROM TRAIL EDGE, 6-FT FROM SITE ROADWAY EDGES, AND 13-FT FROM HIGHWAY PAVEMENT EDGE.

6. BOTTOM OF SIGN MOUNTING HEIGHT IS TYPICALLY 60-INCHES ALONG TRAILS, 48-INCHES ALONG INTERNAL ROADWAYS, AND 60-INCHES ALONG HIGHWAYS UNLESS NOTED ON THE SIGN TABLE.

7. PROVIDE SIGN PROOFS TO REBECCA HICKEY OF FOREST SERVICE 715-762-5133, REBECCA.HICKEY@USDA.GOV FOR APPROVAL PRIOR TO ORDERING.

8. SEE THE SIGN, OBJECT MARKERS, AND CAMPSITE MARKERS TABLE.

OBJECT MARKERS 09-10

OBJECT MARKERS 08

BARRIER MARKERS 13-14

SIGNS, OBJECT MARKERS, AND CAMPSITE MARKERS TABLE

NO. LOCATION

REMOVAL

(LUMP

SUM)

SIGN TYPE SIZE BOTTOM

HEIGHT

POST, WOOD

COMMENT

SIGN CODE MESSAGE MATERIAL WIDTH HEIGHT AREA 4"X4" 4"X6"

01 STA. 1+38.0 A -13.5' 1 R1-1 "STOP" ALUM. 30 30 6.3 60 11' RED W/ WHITE LETTERING, FACING E.

02 STA. 1+38.0 A -13.5' 1 RS-095, PRO. NO ATV ALUM. 12 12 1 60 WHITE W/ BLACK LETTERING, RED LINE, FACING W.

03 STA. 2+08.0 A 18.0' 1 FA-1 FOREST SERVICE FEE AREA ALUM. 18 18 2.3 48 9' GOLD W/ MIDNIGHT BLUE LETTERING 04 STA. 2+12.0 A 16.0' 1 RESERVED CAMPSITES ALUM. 30 24 5 60 10' BROWN W/ WHITE LETTERING 05 STA. 2+12.0 A 16.0' 1 RS-095, PRO. NO ATV ALUM. 12 12 1 60 WHITE W/ BLACK LETTERING, RED LINE, MOUNT BELOW 04 06 STA. 5+01.0 A 27.5' 1 FRD-1-2 (LT. ARROW) PICNIC POINT ALUM. 24 6 1 72 10' BROWN W/ WHITE LETTERING 07 STA. 5+01.0 A 27.5' 1 RESERVED DATES ALUM. 9 12 0.8 54 WHITE W/ GREEN LETTERING, MOUNT BELOW 06 08 STA. 5+67.0 A 9.7' 1 OM2-2V OBJECT MARKER ALUM. 6 12 0.5 48+/- YELLOW, MOUNT ON GATE POST, FACING S.

09 STA. 5+86.0 A -9.4' 1 OM2-2V OBJECT MARKER ALUM. 6 12 0.5 48+/- YELLOW, MOUNT ON GATE POST, FACING S.

10 STA. 5+86.0 A -9.4' 1 OM2-2V OBJECT MARKER ALUM. 6 12 0.5 48+/- YELLOW, MOUNT ON GATE POST, FACING N.

11 STA. 5+86.0 A 9.9' 1 OM2-2V OBJECT MARKER ALUM. 6 12 0.5 48+/- YELLOW, MOUNT ON GATE POST, FACING S.

12 STA. 5+86.0 A 9.9' 1 OM2-2V OBJECT MARKER ALUM. 6 12 0.5 48+/- YELLOW, MOUNT ON GATE POST, FACING N.

13 STA. 5+86.0 A -3.0' 1 BM-L BARRICADE MARKER, LT., TYPE 4 ALUM. 24 8 1.3 36+/- RED AND WHITE, MOUNT ON GATE, FACING S.

14 STA. 5+86.0 A 4.0' 1 BM-R BARRICADE MARKER, RT., TYPE 4 ALUM. 24 8 1.3 36+/- RED AND WHITE, MOUNT ON GATE, FACING S.

15 STA. 8+65.6 A 80.4' 1 REMOVE INFORMATION PANEL

16 STA. 8+65.6 A 80.4' 1 FRD-3-2 REGISTERED CAMPERS ONLY ALUM. 18 12 1.5 60 9' BROWN W/ WHITE LETTERING 17 STA. 8+57.0 A 34.6' 1 FRD-3-2 REGISTERED CAMPERS ONLY ALUM. 18 12 1.5 60 9' BROWN W/ WHITE LETTERING

18 STA. 8+69.2 A 15.7' 1 REMOVE INFORMATION PANEL

19 STA. 8+41.4 A -16.1' 1 FRD-3-2 REGISTERED CAMPERS ONLY ALUM. 18 12 1.5 60 9' BROWN W/ WHITE LETTERING 20 STA. 8+15.6 A -25.7' 1 FRD-3-2 REGISTERED CAMPERS ONLY ALUM. 18 12 1.5 60 9' BROWN W/ WHITE LETTERING 1 STA. 8+13.8 A -38.4' 1 FRD-1-3 1 ALUM. 6 6 0.3 30 6' CAMPSITE MARKER, BROWN W/ WHITE LETTERING 2 STA. 8+52.2 A -1.2' 1 FRD-1-3 2 ALUM. 6 6 0.3 30 6' CAMPSITE MARKER, BROWN W/ WHITE LETTERING 3 STA. 8+69.7 A 63.5' 1 FRD-1-3 3 ALUM. 6 6 0.3 30 6' CAMPSITE MARKER, BROWN W/ WHITE LETTERING 4 STA. 8+51.8 A 92.4' 1 FRD-1-3 4 ALUM. 6 6 0.3 30 6' CAMPSITE MARKER, BROWN W/ WHITE LETTERING

ALUM. - ALUMINUM SIGNS, 0.125" THICK WITH 3M 3290 ENGINEER GRADE SHEETING.

HDPE - HIGH DENSITY POLYETHELENE PLASTIC, YELLOW CORE, BROWN SURFACE.

WOOD - DOUGLAS FIR NO. 2 OR BETTER, OR SOUTHERN YELLOW PINE STAINED BROWN FEDERAL STANDARD COLOR 20059.

ALL WOOD POSTS AND CAMPSITE MARKERS SHALL BE STAINED BROWN FEDERAL STANDARD COLOR 20059.

POSTS AND CAMPSITE MARKER POSTS SHALL HAVE A 30 DEGREE BEVELED TOP, STAINED, AND BE MEASURED AND PAID AS WOOD POST, 4"X4".

SPECIAL SIGN MESSAGE LETTERING WILL BE SERIES D, 3" UPPER CASE UNLESS INDICATED.

PLACE INSTALLATION DATE AND VANDAL WARNING DECALS TO THE CORNER OF THE SIGN CLOSEST TO THE ROAD. THE VANDAL WARNING DECAL GOES ON THE BACK OF STOP OR YIELD SIGNS, BUT ON THE FRONT OF ALL OTHER SIGNS. THE INSTALLATION DATE DECAL GOES ON THE BACK OF ALL SIGNS. BOTH DECALS MAY BE OBTAINED FROM THE FOREST SERVICE THROUGH UNICOR. CONTACT REBECCA HICKEY OF FOREST SERVICE 715-762-5133, REBECCA.HICKEY@USDA.GOV.

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GENERAL NOTES

DETAILS OF CONSTRUCTION, MATERIALS, AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO

THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS.

*8' POST SPACING ALLOWED IF A WOVEN GEOTEXTILE FABRIC IS USED.

ADDITIONAL POST DEPTH OR TIE BACKS MAY BE REQUIRED IN UNSTABLE SOILS.

1. HORIZONTAL BRACE REQUIRED WITH 2" X 4" WOODEN FRAME OR EQUIVALENT AT TOP OF POSTS.

2. FOR MANUAL INSTALLATIONS THE TRENCH SHALL BE A MINIMUM OF 4" WIDE AND 6" DEEP TO BURY AND ANCHOR

THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH AND BACKFILL AND COMPACT TRENCH WITH

EXCAVATED SOIL.

3. WOOD POSTS SHALL BE A MINIMUM SIZE OF 11

8" X 11

8" OF OAK OR HICKORY.

4. SILT FENCE TO EXTEND ACROSS THE TOP OF PIPES.

5. CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING LENGTHS TO AVOID JOINTS. IF A

JOINT IS NECESSARY, USE ONE OF THE TWO FOLLOWING METHODS: A) OVERLAP THE END POSTS AND TWIST OR

ROTATE AT LEAST 180 DEGREES, B) HOOK THE END OF EACH SILT FENCE LENGTH.

ROADWAY

INSLOPE

FLOW

**GEOTEXTILE

FABRIC

TYPICAL SECTION

PLAN VIEW

TYPICAL APPLICATION OF SILT FENCE

ATTACH THE FABRIC TO THE

POSTS WITH WIRE STAPLES OR

WOODEN LATH AND NAILS HOOK METHOD

JOINING TWO LENGTHS OF SILT FENCE 5

FLOW

DIRECTION

SILT FENCE

SHOULDER

2 GROUND

LINE

POST INSLOPE

10'

MIN.

BACKFILL AND

COMPACT TRENCH

WITH EXCAVATED SOIL

GEOTEXTILE

FABRIC ONLY

3 WOOD POSTS

4' MIN. LENGTH,

2' MIN. DRIVEN

DEPTH

FL

O

W

FL

O

W

FL

O

W

GEOTEXTILE

FABRIC

SUPPORT CORD

OR TENSION TAPE

FO

LD

3" M

AX

2'

3' MAX.*

FLOW

DIRECTION

FLOW

DIRECTION

GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

WOOD

POST

WOOD

POST

WOOD

POST

WOOD

POST

TWIST METHOD

M

AX

1' M

IN

2' MIN.

GEOTEXTILE

FABRIC

EXCESS

FABRIC

SILT

FENCE

TIE BACK BETWEEN

FENCE POST AND

ANCHOR

ANCHOR STAKE,

18" MIN. LENGTH

FLOW

DIRECTION

SILT FENCE TIE BACK

(WHEN REQUIRED BY THE C.O.)

TRENCH DETAIL

FLOW

DIRECTION

GENERAL NOTES

DETAILS OF CONSTRUCTION, MATERIALS, AND WORKMANSHIP NOT SHOWN

ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF

THE STANDARD SPECIFICATIONS.

PLAN VIEW

WHEN ALTERING THE DIRECTION OF FLOW

END TREATMENT ON

SLOPES TO BE SIMILAR TO

CHANNEL FLOW DETAIL

POTENTIAL SCOUR AREA, USE

ROLLED EROSION CONTROL

PRODUCT OR OTHER DEVICE

DIRECTION

OF FLOW

TOE OF SLOPE

DIRECTION

OF FLOW

PLAN VIEW

FRONT ELEVATION

WHEN EXISTING GROUND SLOPES AWAY FROM FILL SLOPE

BALES, STRAW FOR SHEET FLOW

STAKES DRIVEN FLUSH WHEN

SOIL CONDITIONS PERMIT

EXISTING GROUND

BATTER STAKES IN OPPOSITE DIRECTIONS, TYP.

FILL SLOPE

DIRECTION

OF FLOW

6', TYP.

EMBED BALES

WOOD STAKES (2 PER BALE)

NOMINAL 2" X 2" X 30" MIN.

LENGTH OR EQUIVALENT

FOR SCOUR PROTECTION USE:

ROLLED EROSION CONTROL PRODUCT.

LAP ROLLED PRODUCT UNDER

UPSTREAM BALES AND SECURE FABRIC

WITH WOOD STAKES AT 3' INTERVALS.

STAGGER JOINTS BETWEEN

ADJACENT ROWS OF BALES

BOTTOM ELEVATION OF END BALE

SHALL BE EQUAL TO OR GREATER

THAN TOP OF LOWEST MIDDLE BALE

STAKES DRIVEN FLUSH WHEN

SOIL CONDITIONS PERMIT

STAGGER JOINTS WITH A DOUBLE ROW

SLOPE VAR.

FRONT ELEVATION

BALES, STRAW TEMPORARY DITCH CHECK

SLOPE VAR.

4", TYP.

PLAN VIEW

6', TYP.

VA

R

D

IR

EC

TI

O N

O F

FL

O

W

A A

SECTION A-A

NOTE:

ALL DIMENSIONS

ARE APPROXIMATE

4", TYP.

14"TYP.

18"

TYP.

30", T

YP.

PIPE

6" MIN.

SANDBAGS

END VIEW

SANDBAGS

PIPE

6" MIN.

FLOW

SIDE VIEW

SANDBAG INSTALLATION

(INSTALL ON INLET END ONLY)

GENERAL NOTES

DETAILS OF CONSTRUCTION, MATERIALS, AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL

CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS.

1- PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCT, INCLUDE SEED.

2- BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE ROLLED PRODUCT IN 6" DEEP X 6" WIDE

TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.

3- ROLL THE ROLLED PRODUCT (3A.) DOWN OR (3B.) HORIZONTALLY ACROSS THE SLOPE.

4- THE EDGES OF PARALLEL ROLLED PRODUCT SHALL BE STAPLED WITH 4" OVERLAP.

5- WHEN ROLLED PRODUCT MUST BE SPLICED DOWN THE SLOPE, PLACE ROLLED PRODUCT END OVER

END (SHINGLE STYLE) WITH 6" OVERLAP. STAPLE APPROXIMATELY 12" APART.

6- ALL ROLLED PRODUCT MUST BE SECURELY FASTENED TO THE SLOPE BY PLACING STAPLES/ STAKES

IN APPROPRIATE LOCATIONS AS RECOMMENDED BY THE MANUFACTURER. ALL STAPLES/S TAKES

SHALL BE BIODEGRADABLE.

7- ROLLED EROSION CONTROL PRODUCT SHALL CONFORM TO THE TYPE SHOWN IN THE PLANS.

ROLLED EROSION CONTROL PRODUCT

1.

2.

3(A)

3(B)

4. 5.

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

/17

/21

:2 4 C

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(R09)

EASTERN REGIOON

PICNIC POINT

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

MEDFORD-PARK FALLS RANGER

DISTRICT

DETAILS

2/22/2022

R.POLKINGHORN

R.POLKINGHORN

A. JOHNSTON

C-08 09 13

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4" FLOW

PVT. WIDTHSHLDR.

WIDTH

2:1 MAX.

2:1 MAX.

2%

SHLDR.

WIDTHCL

* COMPACT BEDDING

AT 6" LIFTS.

4"

D

EP

TH

A

S

SH

O W

N O

N P

LA

N

S

VA

R

1/2 DIA.

OF PIPE *

1/

D

IA

. T

YP

1'

M

IN

PIPE AS SHOWN IN PLANS

BACKFILL, SELECT GRANULAR

(INCIDENTAL TO CULVERT PIPE)

PAVEMENT

PAVEMENT BASE

GRANULAR BACKFILL (INCIDENTAL

TO CULVERT PIPE)

GEOTEXTILE AND/OR GEOGRID

WHEN SHOWN IN PLANS

EX. GROUND

OUTLET EL. 1389.20

INLET EL. 1389.70

21" EQ. DIA. ARCH OR ELLIPTICAL PIPE

CULVERT (POLYMER COATED)

FINISHED ROAD GRADE

ELEV. = 1392.68

SELECT GRANULAR BACKFILL

(INCIDENTAL TO CULVERT PIPE)

EARTHWORK GEOSYNTHETICS,

TYPE GEOTEXTILE, CLASS 1, TYPE A;

EARTHWORK GEOSYNTHETICS,

TYPE GEOGRID, TYPE 4

3.

EMBEDMENT

DEPTH

(TYP)

WOOD SIGN POST SPACING AND SIZE REQUIREMENTS

GUIDELINES FOR WOOD SIGN POSTS

MAXIMUM WIDTH

MAXIMUM

WIDTH

1/5

WIDTH

3/5

WIDTH

1/5

WIDTH

TWO-POST SPACING SINGLE-POST

NOTES:

1. REFER TO "EM-7100-15 SIGN AND POSTER GUIDELINES FOR THE FS"

FOR SIGN SPECIFICATIONS, MATERIALS, AND PLACEMENT.

2. POST SPACING APPLIES TO BOTH WOOD AND STEEL POSTS.

3. FOR SIZES OF STEEL POSTS, REFER TO EM 7100-15.

4. ALL HARDWARE SHALL BE ALUMINUM OR GALVANIZED.

5. LAG SCREW FASTENERS REQUIRE LEAD HOLES IN POSTS AND

SHALL BE DRILLED PRIOR TO INSTALLATION.

6. BOLT HOLES IN POSTS TO BE 1/16 INCH LARGER (MAXIMUM) THAN

THE BOLT HOLE REQUIREMENT.

7. SIGN AND MARKER POSTS ONLY SHALL BE TREATED WITH CCA

(CHROMATED COPPER ARSENATE) FOR UC4A GROUND CONTACT

FOR GENERAL USE.

8. WOOD POSTS AND MARKERS SHALL BE DOUGLAS FIR NO. 2 OR

BETTER, OR YELLOW SOUTHERN PINE, STAINED BROWN FEDERAL

STANDARD COLOR 20059.

9. COMPACT BACKFILL IN 6 INCH LIFTS UNTIL NO VISUAL

DISPLACEMENT.

SIGN AND POST INSTALLATION

2 INCHES

(TYP)

30°

(TYP)

AS

STAKED

60"

TREAD

1 INCH

(TYP)

4 X 4

DEPTH (FT)

EMBEDMENT

MINIMUM

WIDTH (IN)

MAX SIGN

SINGLE POST

AREA (SQ.FT)

MAX SIGN

TWO-POST

4 X 6

6 X 6

(IN)

SIZE

POST

WIDTH (IN)

MAX SIGN

AREA (SQ.FT)

MAX SIGN

* 72

*THE MAXIMUM WIDTH IS 36 INCHES FOR DIAMOND-SHAPED SIGNS.

BACKFILL WITH

SUITABLE MATERIAL

(TYP)

EMBEDMENT

DEPTH

(TYP)

2 INCHES

(TYP)

30°

(TYP)

1 1/2 INCHES

(TYP)

BACKFILL WITH

SUITABLE MATERIAL

CAMPSITE SIGN AND MARKER POST INSTALLATION

2 INCHES

(TYP)

30°

(TYP)

30"

1 INCH

(TYP)

BACKFILL WITH

SUITABLE MATERIAL

(TYP)

18" MIN.

EMBEDMENT

DEPTH, TYP

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

/17

/21

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(R09)

EASTERN REGIOON

PICNIC POINT

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

MEDFORD-PARK FALLS RANGER

DISTRICT

DETAILS

2/22/2022

R.POLKINGHORN

R.POLKINGHORN

A. JOHNSTON

C-09 10 13

PIPE BEDDING DETAIL CULVERT PIPE DETAIL

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LIMIT AS SHOWN

IN PLANS

CLEAR & GRUB AND PRUNING TREE BRANCH LIMITS AS SHOWN ON PLANS

LIMIT AS SHOWN

IN PLANS

' P

R U

N

IN

G T

R

EE

B R

AN

C

H L

IM

IT

S

AS

S H

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N P

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CL

NOTES:

1. PRUNE BRANCHES BACK TO THE NEAREST BOUGH

OUTSIDE OF THE REMOVAL LIMITS OR FLUSH WITH

TRUNK.

2. PRUNE ROOTS GREATER THAN 1" DIAMETER WITH

A CUTTING TOOL THAT CAN MAKE CLEAN

STRAIGHT CUTS. DO NOT USE A TRENCHER OR

EXCAVATOR TO MAKE CUTS. DO NOT PRUNE

ROOTS WITHIN DISTANCE OF LESS THAN 3X TREE

DIAMETER WITHOUT APPROVAL OF THE

CONTRACTING OFFICER (CO).

3. DISPOSE OF TRIMMINGS AND CUT TREES OFF OF

FOREST SERVICE PROPERTY.

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 3/2

2 2 3:

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DD

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1_

PL

AN

S\

1.5

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P_

-D

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AI

LS

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(R09)

EASTERN REGIOON

PICNIC POINT

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

MEDFORD-PARK FALLS RANGER

DISTRICT

DETAILS AND QUANTITY

SUMMARIES

2/22/2022

R.POLKINGHORN

R.POLKINGHORN

A. JOHNSTON

C-10 11 13

ITEM 15713, SOIL EROSION AND POLLUTION

CONTROL SUMMARY

BASE PROJECT

(LUMP SUM)

ITEM

LENGTH

(FT) EACH

SILT FENCE (ITEM 15702) 535

BALES, STRAW (ITEM 15707) 24

SANDBAGS (ITEM 15709) 5

1) THE ABOVE ITEMS ARE COLLECTIVELY MEASURED BY THE LUMP SUM.

THE QUANTITES SHOWN IN THE TABLE ABOVE ARE ESTIMATED

QUANTITY AMOUNTS AND ARE FOR INFORMATION ONLY.

ITEM 20158, CLEARING AND GRUBBING SUMMARY

BASE PROJECT

(LUMP SUM)

ITEM

AREA

(ACRE)

NO. TREES

> 6" DIA.

(EACH)

CLEARING AND GRUBBING 0.056 4

GRUBBING (STUMPS) 3

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.

TURF ESTABLISHMENT SUMMARY

AREA

(SY)

VOLUME

(CY)

MIN.

WEIGHT

(LBS.)

NO. 20414, CONSERVED TOP SOIL 16

NO. 62550, TURF ESTABLISHMENT 140

PERMANENT SEEDING 1.3

FERTILIZER 6

MULCHING 35

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 4"

DEPTH.

4) PERMANENT SEEDING SHALL BE FESCUE AND RYEGRASS BLEND PER THE SUPPLEMENTAL

SPECIFICATIONS AND APPLIED AT A RATE OF 45 POUNDS PER ACRE.

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

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STATION (FEET)

P-C PROFILE

-0.97%

-2.50%

S T

A

E L E

V

S T

A

E L E

V

S T

A

E L E

V

V C

A

E

V

A

E

V

PVI STA: 31+05.00

PVI ELEV: 1388.53

K: 2.40

LVC: 30.00

30+00

30+50

31+00

31+50

E X

I S

T I N

G

E

L E

V

P R

O P

O S

E

V

ASPHALT PVT. 20'

T

Y P

R

X

T

Y P

EX. GROUND

AGG. BASE GRADING 'C'

EARTHWORK GEOSYNTHETICS, TYPE

GEOTEXTILE, CLASS 1, TYPE A (PLACE

LENGTHWISE ALONG CL, 12" MIN. OVERLAP)

PLACED RIPRAP,

CLASS 1, TYP.

LAKE

SURFACE

EX. GRAVEL SURFACE

ROADWAY EXC.; ASPHALT CONC., WI STATE DOT, (TOP LAYER

- 1.25", 6 LT 58-34 S; BOTTOM LAYER - 1.75", 4 LT 58-28 S)

T

Y P

T

Y P

T Y

P

1 1/2" WASHED LANDSCAPE ROCK

8'

2% TYP.

T Y

P

2% TYP.

C

L

T Y

P

EX. GROUND

FINISHED ROAD

GRADE

EARTHWORK GEOSYNTHETICS, TYPE

GEOTEXTILE, CLASS 1, TYPE A (PLACE

LENGTHWISE ALONG CL, 12" MIN. OVERLAP)

PLACED RIPRAP,

CLASS 1, TYP.

8'

1 1/2" WASHED

LANDSCAPE ROCK

6'2'

T

Y P

2%, TYP.

T

Y P

, T Y

P

2'

2%, TYP.

T

Y P

6' TREE PRUNING,

CLEARING AND

GRUBBING WIDTH

6'

C

C

L

EX. GROUND

FINISHED ROAD

GRADE

ROADWAY EXC.; ASPHALT CONC., WI STATE DOT, (TOP LAYER

- 1.25", 6 LT 58-34 S; BOTTOM LAYER - 1.75", 4 LT 58-28 S)

AGG. BASE GRADING 'C'

EARTHWORK GEOSYNTHETICS,

TYPE GEOTEXTILE, CLASS 1,

TYPE A (PLACE LENGTHWISE

ALONG CL, 12" MIN. OVERLAP)

AGGREGATE SURFACE

COURSE, METHOD 2, TYP.

8+00

POST

ROCK LINE

AGG.

B P

EP: 31+64.57

STA: 30+32.44, 26.02' R

N: 400144.79

E: 626259.21

STA: 30+36.67, 26.00' L

N: 400147.19

E: 626207.07

X

X

X

X

X

X

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

4/4 /22

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(R09)

EASTERN REGIOON

PICNIC POINT

CAMPGROUND

CHEQUAMEGON NICOLET

NATIONAL FOREST

MEDFORD-PARK FALLS RANGER

DISTRICT

OPTIONAL BID ITEM

BOAT LAUNCH

2/22/2022

R.POLKINGHORN

R.POLKINGHORN

A.JOHNSTON

X-01 9 9

STA. 30+18.75

BEGIN ASPHALT

CONC. PVT., TYPE 1

STA. 31+22.50

END ASPHALT CONC.

PVT., TYPE 1; BEGIN

AGGREGATE AND RIPRAP

WETLAND

EX. CL PROFILE

PROP. CL PROFILE

SHORELINE

STA. 31+42.50

END AGGREGATE

AND RIPRAP

AGGREGATE SURFACE

COURSE, METHOD 2, TYP.

BOAT LAUNCH RECONSTRUCTION

PROFILE VIEW

"C" LINE

"A" LINE

BOAT LAUNCH RECONSTRUCTION

TYPICAL RAMP SECTION

STA. 31+22.50"C" TO STA. 31+42.50"C"

BOAT LAUNCH RECONSTRUCTION

TYPICAL PAVED…