Wanoka Campground_PSE Plan_220222.pdf
PDF 7 MB Posted
- Solicitation number
- 12445523R0006
- Issued by
-
Department of Agriculture Forest Service
About this file
This solicitation seeks proposals for multiple recreation site improvement projects on national forests in Wisconsin. Work includes trail realignment, site improvements, road and campground repairs, a dedicated electric service and wastewater holding tank, and vault toilet replacements. Services required are clearing, grubbing, culvert installation, aggregate surfacing, fencing, signage, landscaping and erosion control. The projects have a combined estimated value between $1 million to $2 million. This solicitation is a total small business set-aside under NAICS code 237310 with a size standard of $40.5 million. The agency is the US Department of Agriculture Forest Service.
View the file
Other files
Show all 25
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
FOREST LOCATION MAP PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture Forest Service
1 28
FROM THE WASHBURN RANGER DISTRICT OFFICE, TRAVEL SOUTHWEST ON STATE HIGHWAY 13 FOR
7.6 MILES. TURN RIGHT AT THE TRAFFIC CIRCLE ONTO U.S. HIGHWAY 2 WEST FOR 16.2 MILES. TURN LEFT ONTO FOREST ROAD (FR 234) SOUTH FOR 0.6 MILES. TURN LEFT TO STAY ON FOREST ROAD (FR 234) FOR 0.3 MILES TO REACH WANOKA CAMPGROUND AT 66775 FR 234, IRON RIVER, WI 54847.
LATITUDE 46.543949 AND LONGITUDE -91.277448.
RECOMMENDED BY:
DATE
DISTRICT RANGER DATE
FOREST ENGINEER
2/2 1/2
2 1 9:
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\
W _0
1-
TI
TL
E.
DW
G;
WISCONSIN
BAYFIELD COUNTY
(R09) EASTERN REGION
CHEQUAMEGON NICOLET NATIONAL FOREST
WASHBURN RANGER DISTRICT
WANOKA CAMPGROUND
ROAD RECONDITIONING AND REPAVING
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G-01 COVERSHEET 2/22/2022
C-01 GENERAL NOTES, CONTROL POINTS, AND QUANTITIES 2/22/2022
C-02 OVERVIEW PLAN 2/22/2022
C-03 ALIGNMENT DATA 2/22/2022
C-04 TEMPORARY TRAFFIC CONTROL 2/22/2022
C-05-07 TYPICAL SECTIONS 2/22/2022
C-08-10 EROSION CONTROL PLAN 2/22/2022
C-11 PLAN - FR 243 AND FR 243B 2/22/2022
C-12 PLAN - FR 243 2/22/2022
C-13 PLAN - FR 243A 2/22/2022
C-14 PLAN AND PROFILE - BOAT LAUNCH PARKING 2/22/2022
C-15 PLAN AND PROFILE - BOAT LAUNCH PATH 2/22/2022
C-16 CAMPSITE #2 PLAN AND RETAINING WALL 2/22/2022
C-17-19 SIGN PLAN 2/22/2022
C-20-23 DETAILS 2/22/2022
X-01-02 OPTIONAL BID - OVERFLOW PARKING 2/22/2022
Y-01-02 OPTIONAL BID - RELOCATE VAULT TOILET 2/22/2022
BAYFIELD DISTRICT OFFICE
113 BAYFIELD STREET E.
WASHBURN, WI 54891
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
2/2 1/2
2 1 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\
W _0
2-
QU
AN
TI
TI
ES
.D W
G;
(R09)
EASTERN REGIOON
WANOKA
CAMPGROUND
CHEQUAMEGON NICOLET
NATIONAL FOREST
WASHBURN RANGER DISTRICT
GENERAL NOTES,
CONTROL POINTS, AND
QUANTITIES
2/22/2022
R.POLKINGHORN
R.POLKINGHORN
A.JOHNSTON
C-01 2 28
GENERAL NOTES
1. THE GOVERNING SPECIFICATIONS SHALL BE THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14, THE LATEST EDITION PUBLISHED BY THE US DEPT. OF TRANSPORTATION.
2. THE WORK COVERED BY THESE PLANS INCLUDES REMOVAL OF THE EXISTING CULVERT PIPE, INSTALLATION OF NEW CULVERTS, ASPHALT PAVEMENT REMOVAL, ASPHALT PAVEMENT, RECONDITIONING OF DITCHES, SHOULDERS, AND AGGREGATE SURFACE, LANDSCAPING, AND PLACEMENT OF EROSION CONTROL AND SLOPE PROTECTION. THESE PLANS ALSO INCLUDE OPTIONAL WORK FOR RELOCATING A VAULT TOILET TO THE CAMPGROUND AND RELATED CLEARING AND GRUBBING.
THESE PLANS ALSO INCLUDE OPTIONAL WORK FOR CONSTRUCTION OF AN OVERFLOW PARKING AREA AND RELATED CLEARING AND GRUBBING.
3. THE CONTRACTOR SHALL CONTACT DIGGERS HOTLINE A MINIMUM OF 3 WORKING DAYS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS TO INSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED.
4. FOREST ROADS 243 AND 243A SHALL BE CLOSED TO THRU TRAFFIC AT THE INTERSECTION WITH FOREST ROAD 234 DURING CONSTRUCTION. 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 ROAD.
5. NO MATERIAL SHALL BE CLEANED OR ALLOWED TO ERODE INTO THE WETLANDS OR LAKE NOR SHALL MATERIAL BE PLACED INTO THE WATER OR WETLANDS
EXCEPT AS SHOWN ON THE PLANS.
6. WATER THAT IS REQUIRED TO BE PUMPED FOR DEWATERING SHALL BE FILTERED THROUGH A GEOTEXTILE BAG, OR EQUIVALENT PRIOR TO DISCHARGE. THE BAG
SHALL BE REPLACED WITH A CLEAN BAG WHEN EXISTING BAG IS FULL OR PLUGGED.
7. ALL DISTURBED GROUND SHALL BE PREPARED, SEEDED AND MULCHED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
8. ALL EQUIPMENT SHALL BE CLEANED ACCORDING TO THE SPECIFICATIONS PRIOR TO USE ON THIS PROJECT.
9. THE CONTRACTOR SHALL IMMEDIATELY STOP WORK AND NOTIFY THE CONTRACTING OFFICER IF HERITAGE RESOURCES OR HUMAN REMAINS ARE ENCOUNTERED.
10. ANY HAUL ROADS USED SHALL BE MAINTAINED BY THE CONTRACTOR AS NEEDED AND AS DIRECTED BY THE CONTRACTING OFFICER.
11. NO WORK SHALL BE PERFORMED ON FEDERAL HOLIDAYS OR WEEKENDS WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER.
12. THE CONTRACTOR MAY NOT DAMAGE EXISTING LIVE TREES UNLESS INDICATED IN THE PLANS FOR REMOVAL, PRUNING, OR TRIMMING.
13. EXCESS EARTHWORK WASTE MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE AND PROPERLY DISPOSED OF. NO FILL OR STOCKPILING OF MATERIALS
SHALL BE PLACED IN DRAINAGE WAYS THAT LEAD TO LAKES, STREAMS, OR WETLANDS.
14. DO NOT DISPOSE OF CONSTRUCTION WASTE IN EXISTING TRASH BINS. REMOVE ALL CONSTRUCTION WASTE FROM THE SITE AND DISPOSE OF PROPERLY.
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.
17. ASPHALTIC TACK COAT ON AGGREGATE SURFACES WILL BE DONE BY METHOD 1 AT A RATE OF 0.10 GAL/SQYD OR OTHER RATE AS REQUIRED BY THE
CONTRACTING OFFICER.
18. ASPHALT TACK COAT ON ASPHALT PAVEMENT SURFACES WILL BE AT A RATE OF 0.07 GAL/SQYD OR OTHER RATE AS REQUIRED BY THE CONTRACTING OFFICER.
QUANTITIES
ITEM DESCRIPTION
QUANTITIES
UNIT
BASE
PROJECT
OPTIONAL BID
OVERFLOW
PARKING
OPTIONAL BID
RELOCATE
VAULT TOILET
15101 Mobilization 1 Lump Sum
15201 Construction survey and staking, method II, tolerance class A 1 Lump Sum
15204 Drainage structure survey and staking 5 Each 15206 Retaining wall survey and staking, tolerance class A 1 Lump Sum
15207 Grade finishing stakes, conventional survey methods, tolerance class A 0.250 0.030 0.013 Mile 15212A Slope, reference, and clearing and grubbing stakes; method II, tolerance class A 1 Lump Sum
15212B Slope, reference, and clearing and grubbing stakes; method II, tolerance class A 1 Lump Sum
15212C Slope, reference, and clearing and grubbing stakes; method II, tolerance class A 1 Lump Sum
15217 Centerline reestablishment, Precision 0.06' 7 Each 15220A Establish clearing limits 1 Lump Sum
15220B Establish clearing limits 1 Lump Sum
15220C Establish clearing limits 1 Lump Sum
15401 Contractor testing 1 Lump Sum
15713A Soil erosion and pollution control 1 Lump Sum
15713B Soil erosion and pollution control 1 Lump Sum
15713C Soil erosion and pollution control 1 Lump Sum
20158A Clearing and Grubbing 1 Lump Sum
20158B Clearing and Grubbing 1 Lump Sum
20158C Clearing and Grubbing 1 Lump Sum
20301 Removal of concrete vault toilet chamber, disposal method C 1 Lump Sum
20301 Removal of timber crib wall, disposal method A 1 Lump Sum
20302A Removal of culvert pipe, disposal method A 1 Each 20302B Removal of bollard, disposal method A 3 28 Each 20304 Removal of asphalt pavement, disposal method A 3225 Square Yard
20407 Roadway excavation 197 724 21 Cubic Yard 20411 Unclassified borrow excavation 34 Cubic Yard 20413 Conserved Top Soil 139 112 9 Cubic Yard 20417 Embankment construction, compaction placement method A 250 Cubic Yard 20424 Haul 48 15 Cubic Yard-Mile 20429 Waste 114 865 19 Cubic Yard 20701 Earthwork geosynthetics, type geotextile, class 1, type A 37 50 Square Yard
20801 Structure excavation, type vault toilet 31 Cubic Yard 20801 Structure excavation, type retaining wall 171 Cubic Yard 25103 Placed riprap, class 1 30 40 Square Yard
25406 Treated timber crib retaining wall 1 Lump Sum
25407 Crib wall backfill 21 Cubic Yard 30102 Aggregate base, grading C 88 72 6 Ton 30208 Aggregate surface course, method 2 8 72 6 Ton 30302 Ditch reconditioning 1020 Foot 30305 Shoulder reconditioning 3790 Foot 30312 Aggregate surface reconditioning, compaction method A 955 Foot
40304A Asphalt concrete, WI State DOT, Type 4 MT 58-28 S 372 Ton 40304B Asphalt concrete, WI State DOT, Type 6 MT 58-34 S 266 Ton 41202 Asphalt Tack Coat 626 Gallon 60201 12 inch pipe culvert, polymer coated steel, gage 14, compaction method A 48 Foot
60202A 12 inch span, 12 inch rise, pipe culvert, high density polyethylene 20 Foot 60202B 18 inch span, 18 inch rise, pipe culvert, high density polyethylene 113 Foot 60910 Wheelstop, 10 inch x 10 inch x 10 foot treated wood 6 Each 61501 Sidewalk concrete 3.3 Square Yard
62404 Placing conserved topsoil, 4 inch depth 1205 450 90 Square Yard
62501 Turf establishment 1205 450 90 Square Yard
62901 Rolled erosion control product, type A 1205 450 90 Square Yard
63301 Sign system 1 Each 63305 Sign, aluminum panel, type engineer grade sheeting 73.2 9.6 1.5 Square Foot
63305 Sign, HDPE panel, 1/2" thick 16 Square Foot
63306 Post, wood 4"x4" 260 72 10 Foot 63307A Object marker, type 2 9 Each 63307B Object marker, type 4 6 Each 63308 Delineator, blue trail blazer 2 Each
63309A Remove and reset sign 3 Each 63309B Remove and reset fire ring 1 Each 63312 Remove signs and posts 1 Lump Sum
63501 Temporary traffic control 1 Lump Sum
63701 Field office 1 Each 67001 Vault toilet chamber 1 Lump Sum
67002 Remove and reset vault toilet building 1 Lump Sum
WANOKA CAMPGROUND
HORIZONTAL AND VERTICAL CONTROL
POINT
LOCATION
ELEV. DESCRIPTION
STA./OFF. N E
BM-01 STA. 17+44.42 F 23.56 440863.71 717580.40 1147.80 1/2" REBAR
CP-02 STA. 17+55.24 F 14.84 440868.41 717592.53 1148.57
CP-03 STA. 17+82.45 F -11.23 440879.40 717628.29 1149.90
CP-04 STA. 3+34.15 A -9.42 441115.21 717546.33 1152.29
CP-05 STA. 4+24.08 A 13.56 441208.46 717541.86 1144.67
CP-06 STA. 1+96.20 B 9.55 441295.74 717558.03 1140.59
CP-07 STA. 2+74.25 B 10.18 441378.01 717572.92 1131.74
CP-08 STA. 3+69.63 B -8.53 441409.22 717482.56 1122.81
CP-09 STA. 4+18.40 B 13.77 441441.45 717438.95 1121.93
CP-10 STA. 4+18.69 B 38.69 441466.10 717442.60 1119.18
CP-11 STA. 4+94.43 B 12.92 441428.90 717357.05 1124.19
CP-12 STA. 6+85.43 C 11.14 441360.39 717323.79 1123.31
CP-13 STA. 8+25.17 C 10.42 441412.69 717192.25 1112.68
CP-14 STA. 8+61.04 C -9.00 441406.30 717151.92 1112.49
CP-15 STA. 1+62.94 D 25.43 441465.04 717161.14 1109.29
CP-16 STA. 3+54.74 E -14.82 441510.33 717176.62 1108.29
CP-17 STA. 3+98.05 E -16.70 441551.52 717199.01 1107.23
CP-18 STA. 4+80.70 E 2.85 441613.09 717182.51 1101.96
CP-19 STA. 9+34.44 C 12.96 441449.37 717085.92 1118.26
CP-20 STA. 11+15.82 C 6.45 441369.48 716918.99 1129.17
CP-21 STA. 11+73.93 C 8.10 441349.71 716863.96 1130.83
CP-22 STA. 12+69.84 C 9.87 441302.98 716778.95 1132.34
CP-23 STA. 13+17.03 C 27.53 441275.76 716726.16 1133.10
CP-24 STA. 14+04.63 C 7.36 441175.62 716739.69 1137.59
CP-25 STA. 15+59.53 C 9.50 441024.51 716776.99 1145.06
CP-26 STA. 17+17.08 C -9.81 440886.53 716853.58 1146.60
CP-27 STA. 17+61.93 C -7.05 440845.96 716873.47 1148.15
CP-28 STA. 17+74.87 C -7.26 440835.31 716879.88 1148.49
CP-29 STA. 17+66.93 C -44.97 440859.99 716909.06 1146.14
CP-30 STA. 18+36.83 C 8.48 440776.79 716907.29 1149.90
CP-31 STA. 19+22.82 C 9.27 440746.13 716991.33 1148.24
CP-32 STA. 19+89.18 C 0.06 440748.68 717058.28 1146.08
CP-33 STA. 10+52.29 F -18.10 440724.83 717017.92 1144.37
CP-34 STA. 10+27.26 F 9.18 440687.81 717017.36 1141.12
BM-35 STA. 10+72.86 F 24.91 440706.37 717061.89 1145.82 1/2" REBAR
CP-36 STA. 10+96.88 F 8.23 440734.80 717068.74 1145.96
CP-37 STA. 12+67.44 F 8.40 440867.23 717176.85 1128.98
CP-38 STA. 13+26.97 F 8.57 440919.15 717203.44 1125.57
CP-39 STA. 13+84.93 F -8.21 440966.41 717238.83 1124.72
CP-40 STA. 14+13.67 F -9.39 440973.45 717268.73 1125.02
CP-41 STA. 1+96.54 A 8.77 440990.38 717129.76 1129.17
CP-42 STA. 3+16.21 A -9.96 441067.74 717034.33 1131.90
CP-43 STA. 4+85.68 A 8.53 441240.64 717033.48 1127.59
COORDINATE SYSTEM: WisCORS, BAYFIELD COUNTY HORIZONTAL DATUM:NAD83(2011)
VERTICAL DATUM: NAVD88(2012), USING GEOID 12A UNITS: US SURVEY FOOT
UTILITIES
NO UTILITIES CLAIMED TO HAVE FACILITIES WITHIN THE PROJECT AREA.
ALL UTILITY LOCATIONS ARE SHOWN FROM FIELD OBSERVATION BASED
UPON LOCATES AND/OR INFORMATION RECEIVED FROM OTHER SURVEYS
AND VARIOUS UTILITY COMPANIES. BEFORE THE START OF ANY
EXCAVATION, A COMPLETE LOCATE OF ALL UTILITIES WITH THE
CONSTRUCTION AREA SHOULD BE COMPLETED.
TO OBTAIN LOCATIONS OF PARTICIPANTS UNDERGROUND FACILITIES
BEFORE YOU DIG IN WISCONSIN.
CALL DIGGERS HOTLINE 1-800-242-8511 TOLL FREE WI STATUTE
182.0175(1974) REQUIRES MIN. 3 WORK DAYS NOTICE BEFORE YOU
EXCAVATE.
ABBREVIATIONS
AGG. AGGREGATE
ASPH. ASPHALT
BM BENCHMARK
CP CONTROL POINT
DIA. DIAMETER
EX. EXISTING
FT FOOT
IN INCH
LHF LEFT HAND FORWARD
MAX. MAXIMUM
MIN. MINIMUM
NOR. NORMAL
RHF RIGHT HAND FORWARD
SHLD SHOULDER
STA. STATION
TYP. TYPICAL
PC POINT OF CURVATURE
PI POINT OF INTERSECTION
PT POINT OF TANGENT
VAR. VARIES
W/ WITH
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
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
AutoCAD SHX Text E
AutoCAD SHX Text
CO
AutoCAD SHX Text
AutoCAD SHX Text
WV
AutoCAD SHX Text
FLAG
+8
10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
6+58
1+
1+
2+
2+
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
5+80
1+00
1+50
2+00
2+50
3+
3+ 504+
004+
5+00
5+50
20+03
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+
5+
5+
6+
6+
7+
7+
8+
8+
9+ 009+
10+0010+5011+0011+5012+0012+50
13+00
13+50
14+00
14+50
15+00
15+50
16+00
16+50
17+00
17+50
18+00
+5
+0
+5
+0
1+97
1+00
1+
5+14
3+00
3+50
4+00
4+50
5+00
1+
1+50
2+00
2+
L4
L7 L8
L9
L10
L1
L17
L1
L1
L14 L15
L16
L5
L6
L3
L1
L2
C3
C4
C5
C6
C7
C8
C9 C
C11
C12
C
C
L1
L1
L2
L20 L21
C1
C14
C15
L23
L2
L2
L2
L2
L24
L25
C16
C17 C
L30
L3
C19
L32 C20
C21
C22
L3
L3
L3
L36
L37
C
C2
C
L3
L42
L43
L44
L47
L45
L46L4
L4
L39
C27
C26
C28
C29 C30
7+ 508+
8+ 509+
1+97
1+00
1+
3+00
1+
1+50
2+00
2+
L7
L30
L3
C19 L32
C20
C21
C22
L3
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 1/2
2 1 9:
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\
W _0
3-
OV
ER
VI
EW
.D
W G;
(R9)
EASTERN REGION
WANOKA
CAMPGROUND
CHEQUAMEGON NICOLET
NATIONAL FOREST
WASHBURN RANGER DISTRICT
OVERVIEW PLAN
2/22/2022
R. POLKINGHORN
R. POLKINGHORN
A.JOHNSTON
C-02 3 28
OPTIONAL BID ITEM - OVERFLOW PARKING AREA
SEE SHEET X-01 AND X-02
NOTES
1. CULVERT PIPES ARE DESIGNATED WITH "P#".
2. SEE SHEET C-03 FOR CURVE AND LINE DATA.
"C" LINE
FR 243
"A" LINE
FR 243A
"B" LINE
FR 243B
P03 (NEW)
P01 (REMOVE
AND REPLACE)
REPLACE TIMBER CRIB WALL AT CAMPSITE #2
AND REGRADE SITE
SEE SHEET C-16
Feet 1:720
2401200 60
"C" LINE
FR 243
"C" LINE
FR 243
"C" LINE
FR 243
"D" LINE
BOAT LAUNCH PARKING
"E" LINE
BOAT LAUNCH PATH
"F" LINE
FR 234
"F" LINE
FR 234
OPTIONAL BID ITEM - RELOCATE VAULT TOILET
SEE SHEETS Y-01 AND Y-02
RECONSTRUCT BOAT LAUNCH PATH
SEE SHEET C-15
RECONSTRUCT BOAT LAUNCH PARKING AREA
SEE SHEET C-14
AGGREGATE SURFACE
RECONDITIONING
SEE SHEET C-12
AGGREGATE SURFACE RECONDITIONING
AND INTERSECTION WIDENING
SEE SHEET C-12
P05 (NEW)
ROAD RESURFACING AND
INTERSECTION WIDENING
SEE SHEET C-13
DITCH RECONDITIONING;
CLEARING AND
GRUBBING AS NEEDED
DITCH RECONDITIONING; CLEARING
AND GRUBBING AS NEEDED
DITCH RECONDITIONING;
CLEARING AND
GRUBBING AS NEEDED
P02 (NEW)
P04
(NEW)
ROAD RESURFACING AND
INTERSECTION WIDENING
SEE SHEET C-13
ROAD RESURFACING
SEE SHEET C-13
ROAD RESURFACING
SEE SHEET C-11
ROAD RESURFACING
SEE SHEET C-11
ROAD RESURFACING AND
INTERSECTION WIDENING
SEE SHEET C-11
SEE INSERT
INSERT
"D" LINE
BOAT LAUNCH PARKING
"E" LINE
BOAT LAUNCH PATH
RECONSTRUCT BOAT
LAUNCH PARKING AREA
SEE SHEET C-14
DITCH RECONDITIONING;
CLEARING AND
GRUBBING AS NEEDED
P04
(NEW)
"D-OFF" LINE
DITCH RECONDITIONING;
CLEARING AND
GRUBBING AS NEEDED
RECONSTRUCT BOAT LAUNCH PATH
SEE SHEET C-15
AutoCAD SHX Text
SITE #1
AutoCAD SHX Text
SITE #2
AutoCAD SHX Text
SITE #3
AutoCAD SHX Text
SITE #4
AutoCAD SHX Text
SITE #5 (CLOSED)
AutoCAD SHX Text
SITE #12 (CLOSED)
AutoCAD SHX Text
SITE #6
AutoCAD SHX Text
SITE #7
AutoCAD SHX Text
SITE #9
AutoCAD SHX Text
SITE #8 (CLOSED)
AutoCAD SHX Text
SITE #13
AutoCAD SHX Text
SITE #14
AutoCAD SHX Text
SITE #15
AutoCAD SHX Text
SITE #16
AutoCAD SHX Text
SITE #17
AutoCAD SHX Text
SITE #18
AutoCAD SHX Text
SITE #19
AutoCAD SHX Text
SITE #20
AutoCAD SHX Text
SITE #10
AutoCAD SHX Text C.P.
AutoCAD SHX Text B.M.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
FEE STATION
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
FIRE RING
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
WELL
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text 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
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text 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
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
STEEL GATE
AutoCAD SHX Text
STEEL GATE
AutoCAD SHX Text
STEEL GATE
AutoCAD SHX Text
PIER
AutoCAD SHX Text
WALL
AutoCAD SHX Text
WALL
AutoCAD SHX Text
WALL
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
TOILET
AutoCAD SHX Text
TOILET
AutoCAD SHX Text
TOILET
AutoCAD SHX Text
WELL
AutoCAD SHX Text
LAKE
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text
KIOSK
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
FIRE RING
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
WELL
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
Curve Table: Alignments
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
Radius
1260.00
130.00
120.00
790.00
300.00
85.00
575.00
400.00
70.00
440.00
515.00
125.00
90.00
65.00
125.00
150.00
100.00
1565.00
27.00
30.00
47.00
30.00
50.00
50.00
25.00
80.00
90.00
240.00
140.00
180.00
Length
199.78
35.33
68.26
108.05
57.40
79.48
140.94
84.28
74.38
103.41
150.25
111.88
47.36
111.86
134.58
60.14
74.58
162.18
48.56
13.12
63.06
16.18
25.94
19.09
35.13
29.91
87.27
120.38
35.15
82.55
Chord Direction
N8° 13' 29.21"W
N11° 28' 07.73"W
N35° 33' 00.58"W
N55° 45' 48.97"W
N65° 00' 46.04"W
S82° 43' 09.01"W
S62° 57' 16.85"W
S63° 56' 25.93"W
S27° 27' 54.58"W
S9° 42' 25.51"E
S23° 36' 14.82"E
S58° 38' 31.37"E
N20° 11' 57.65"E
N14° 01' 40.42"W
S71° 35' 00.96"W
N56° 42' 31.07"W
N22° 51' 46.52"W
N2° 57' 30.49"W
N82° 03' 40.70"W
N35° 41' 07.51"W
S85° 39' 29.08"W
S62° 40' 32.40"W
N5° 08' 55.87"E
N30° 56' 37.44"E
N1° 37' 37.65"E
N42° 23' 44.33"E
N53° 59' 10.22"E
S83° 51' 53.02"E
S76° 41' 16.22"E
S70° 44' 28.02"E
Start Point
717584.42,440916.21
717555.05,441126.43
717542.93,441175.60
717487.79,441242.94
717316.24,441351.90
717107.34,441431.71
717029.96,441421.06
716894.70,441353.47
716774.77,441288.70
716742.26,441221.99
716791.04,441009.12
716885.67,440813.07
717526.50,441246.62
717556.93,441310.73
717443.49,441426.56
717177.30,440947.61
717060.45,441048.30
717024.07,441248.70
717186.95,441426.40
717214.38,441403.60
717190.04,441451.60
717131.78,441447.18
717186.19,441474.10
717194.42,441515.91
717210.84,441539.62
717103.55,440771.26
717190.18,440913.33
717259.01,440962.80
717499.10,440904.58
717548.28,440894.89
End Point
717555.87,441113.72
717548.05,441160.95
717503.78,441230.39
717398.53,441303.69
717264.28,441376.12
717031.35,441422.00
716904.74,441357.13
716819.13,441316.52
716742.06,441225.77
716759.65,441120.30
716850.99,440871.92
716978.05,440756.78
717542.66,441290.56
717533.04,441406.35
717321.89,441386.07
717127.37,440980.40
717032.14,441115.44
717015.70,441410.59
717145.09,441432.24
717206.79,441414.17
717131.78,441447.18
717117.57,441439.84
717188.50,441499.64
717204.17,441532.18
717211.76,441571.91
717123.60,440793.22
717258.04,440962.66
717377.44,440950.07
717533.21,440896.51
717625.53,440867.90
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
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
Length
32.27
12.73
15.51
20.33
65.10
30.28
166.50
1.68
10.69
52.36
3.78
50.08
65.45
0.22
42.69
25.44
94.18
35.73
24.71
1.89
89.96
33.41
31.06
33.79
61.54
40.46
69.75
23.34
1.13
33.60
14.69
41.01
22.83
17.31
9.99
57.16
26.62
97.68
49.61
70.10
67.39
0.98
129.88
15.16
55.54
98.59
48.47
Direction
N12° 46' 01.10"W
N3° 40' 57.31"W
N19° 15' 18.15"W
N51° 50' 43.00"W
N59° 40' 54.95"W
N59° 31' 52.11"W
N70° 29' 39.96"W
S55° 55' 57.99"W
S69° 58' 35.70"W
S57° 54' 16.16"W
S2° 58' 27.00"E
S16° 26' 24.01"E
S15° 14' 45.25"E
S31° 57' 44.40"E
S29° 01' 26.10"E
S33° 00' 07.38"E
S84° 16' 55.35"E
N5° 07' 25.32"E
N35° 16' 29.97"E
N63° 19' 50.81"W
N77° 34' 22.24"W
S40° 44' 24.16"W
N68° 11' 41.37"W
N45° 13' 20.76"W
N44° 13' 46.73"W
N1° 29' 46.31"W
N3° 47' 09.30"W
N5° 55' 37.83"W
N0° 00' 36.84"E
N30° 32' 30.75"W
S46° 25' 09.35"W
N24° 05' 53.49"W
N9° 42' 39.31"W
N20° 00' 31.06"E
N41° 52' 43.83"E
N38° 37' 28.54"W
N32° 14' 14.57"W
N48° 20' 32.23"E
N53° 06' 25.70"E
N31° 41' 02.96"E
N26° 12' 20.93"E
N81° 45' 59.51"E
S69° 29' 45.54"E
S83° 52' 46.90"E
S57° 36' 09.13"E
S67° 12' 36.68"E
S69° 22' 51.76"E
Start Point
440884.73,717591.55
441113.72,717555.87
441160.95,717548.05
441230.39,717503.78
441303.69,717398.53
441336.55,717342.33
441376.12,717264.28
441422.00,717031.35
441357.13,716904.74
441316.52,716819.13
441225.77,716742.06
441120.30,716759.65
441072.26,716773.83
440871.92,716850.99
440871.74,716851.10
440834.41,716871.81
440756.78,716978.05
441211.03,717523.31
441290.56,717542.66
441406.35,717533.04
441407.20,717531.35
441386.07,717321.89
440936.07,717206.15
440980.40,717127.37
441004.20,717103.38
441115.44,717032.14
441155.89,717031.08
441225.48,717026.48
441410.59,717015.70
441397.46,717204.03
441432.24,717145.09
441414.17,717206.79
441451.60,717190.04
441499.64,717188.50
441532.18,717204.17
441571.91,717211.76
441616.57,717176.08
440676.55,716990.89
440741.48,717063.87
440793.22,717123.60
440852.87,717160.42
440962.66,717258.04
440950.07,717377.44
440896.51,717533.21
440867.90,717625.53
440838.14,717672.43
440799.95,717763.32
End Point
440916.21, 717584.42
441126.43, 717555.05
441175.60, 717542.93
441242.94, 717487.79
441336.55, 717342.33
441351.90, 717316.24
441431.71, 717107.34
441421.06, 717029.96
441353.47, 716894.70
441288.70, 716774.77
441221.99, 716742.26
441072.26, 716773.83
441009.12, 716791.04
440871.74, 716851.10
440834.41, 716871.81
440813.07, 716885.67
440747.40, 717071.76
441246.62, 717526.50
441310.73, 717556.93
441407.20, 717531.35
441426.56, 717443.49
441360.75, 717300.08
440947.61, 717177.30
441004.20, 717103.38
441048.30, 717060.45
441155.89, 717031.08
441225.48, 717026.48
441248.70, 717024.07
441411.72, 717015.70
441426.40, 717186.95
441422.11, 717134.44
441451.60, 717190.04
441474.10, 717186.19
441515.91, 717194.42
441539.62, 717210.84
441616.57, 717176.08
441639.09, 717161.88
440741.48, 717063.87
440771.26, 717103.55
440852.87, 717160.42
440913.33, 717190.18
440962.80, 717259.01
440904.58, 717499.10
440894.89, 717548.28
440838.14, 717672.43
440799.95, 717763.32
440782.89, 717808.69
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 1/2
2 1 9:
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\
W _0
3-
OV
ER
VI
EW
.D
W G;
(R9)
EASTERN REGION
WANOKA
CAMPGROUND
CHEQUAMEGON NICOLET
NATIONAL FOREST
WASHBURN RANGER DISTRICT
ALIGNMENT DATA
2/22/2022
R. POLKINGHORN
R. POLKINGHORN
A.JOHNSTON
C-03 4 28
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
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 1/2
2 1 9:
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\
W _0
5-
TC
.D W
G;
(R09)
EASTERN REGIOON
WANOKA
CAMPGROUND
CHEQUAMEGON NICOLET
NATIONAL FOREST
WASHBURN RANGER DISTRICT
TEMPORARY TRAFFIC
CONTROL
2/22/2022
R.POLKINGHORN
R.POLKINGHORN
A.JOHNSTON
C-04 5 28
FR 243A
FR 234
TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3
CLOSED
ROAD
CLOSED
ROAD
R11-2 48"X30"
CLOSED
ROAD
TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3
TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3
FR 243
FR
FR 23
Feet 1:360
120600 30
W20-1A 48"X48"
ROAD
WORK
AHEAD
W20-1A 48"X48"
ROAD
WORK
AHEAD
1,000'
1,0
R11-2 48"X30"
R11-2 48"X30"
NOTES
1. ATTACH "CLOSED" SIGNS (G20-62, 48"X24") UNDER THE
TWO FOREST SERVICE GUIDE SIGNS "NAT'L FOREST
CAMPGROUND" ON EB AND WB USH 2 APPROACHES AT
THE FR 234 INTERSECTION.
AutoCAD SHX Text
SITE #9
AutoCAD SHX Text
SITE #8 (CLOSED)
AutoCAD SHX Text
SITE #19
AutoCAD SHX Text
SITE #20
AutoCAD SHX Text C.P.
AutoCAD SHX Text B.M.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
FEE STATION
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
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
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
STEEL GATE
AutoCAD SHX Text
STEEL GATE
AutoCAD SHX Text
STEEL GATE
AutoCAD SHX Text
TOILET
AutoCAD SHX Text
TOILET
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text
KIOSK
AutoCAD SHX Text C.P.
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
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
PVT. WIDTH
2%, TYP. 4%, TYP.4%, TYP.
CLEARING AND
GRUBBING LIMITS
ROAD RESURFACING
TYPICAL SECTION (NTS)
STA. 1+57 "A" TO STA. 5+75 "A", W = 6' TYP., UP TO 9'
STA. 1+10 "B" TO STA. 5+53 "B", W = 6' TYP., UP TO 11'
STA. 1+07 "C" TO STA. 10+39 "C"; W = 7' TYP., UP TO 10'
2'
SHLDR.
2'
SHLDR. WW
2%, TYP.
CL
DITCH RECONDITIONING
AS SHOWN ON PLANS
3:1 NOR.
2:1 MAX. 3"
T
YP
EX. GROUND
SHOULDER RECONDITIONING, TYP.
EX. ASPHALT PVT.
(THICKNESS VARIES)
EX.
GROUND
EX. ROAD
GRADE
REMOVAL OF ASPHALT PAVEMENT, DISPOSAL METHOD A;
ASPHALT CONC., WI STATE DOT, (TOP LAYER - 1.25", 6 MT
58-34 S, BOTTOM LAYER - 1.75", 4 MT 58-28 S)
EX. ROAD GRADE
TURF ESTABLISHMENT (PLACING CONSERVED
TOPSOIL, 4" DEPTH; SEEDING, DRY METHOD;
MULCH, DRY METHOD; FERTILIZER), TYP.
ROADBED RECONDITIONING (EX.
AGG. BASE THICKNESS UNKNOWN)
PVT. WIDTH
2%, TYP.
CLEARING AND
GRUBBING LIMITS
AGGREGATE SURFACE RECONDITIONING
TYPICAL SECTION (NTS)
STA. 10+39 "C" TO STA. 18+75 "C"; W = 6' TYP.
W W
2%, TYP.
CL
DITCH RECONDITIONING
AS SHOWN ON PLANS
3:1 NOR.2:1 MAX.
EX. GROUND
EX. AGG. BASE
(THICKNESS UNKNOWN)
AGGREGATE SURFACE RECONDITIONING,
COMPACTION METHOD A
EX. ROAD GRADE
EX.
GROUND
TURF ESTABLISHMENT (PLACING CONSERVED
TOPSOIL, 4" DEPTH; SEEDING, DRY METHOD;
MULCH, DRY METHOD; FERTILIZER), TYP.
AGGREGATE SURFACE RECONDITIONING,
COMPACTION METHOD A
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
/23
/21
:4 9 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\
W _0
6-
TY
PI
CA
LS
.D
W G;
(R09)
EASTERN REGIOON
WANOKA
CAMPGROUND
CHEQUAMEGON NICOLET
NATIONAL FOREST
WASHBURN RANGER DISTRICT
TYPICAL SECTIONS
2/22/2022
R.POLKINGHORN
R.POLKINGHORN
A.JOHNSTON
C-05 6 28
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
PVT. WIDTH
2'
SHLDR.
3:1 NOR.
2:1 MAX.
CUT SLOPE
FILL SLOPE
2%, TYP.
4%, TYP. 4%, TYP.
2'
SHLDR.
TURF ESTABLISHMENT
(PLACING CONSERVED
TOPSOIL, 4" DEPTH;
SEEDING, DRY METHOD;
MULCH, DRY METHOD;
FERTILIZER), TYP.
4' MIN.
ASPHALT ROAD RESURFACING AND
INTERSECTION WIDENING
TYPICAL SECTION (NTS)
STA. 1+06 "A" TO STA. 1+57 "A", SEE SHEET C-10 FOR PVT. WIDTH
STA. 5+75 "A" TO STA. 6+50 "A", SEE SHEET C-10 FOR PVT. WIDTH
STA. 5+53 "B" TO STA. 5+68 "B", SEE SHEET C-08 FOR PVT. WIDTH
WIDTH VARIES WIDTH VARIES
CLEARING AND GRUBBING LIMITS CLEARING AND GRUBBING LIMITS
2%, TYP.
CL
3:1 NOR.
3:1 NOR.
2:1 MAX.
8" MIN.
TURF ESTABLISHMENT
(PLACING CONSERVED
TOPSOIL, 4" DEPTH;
SEEDING, DRY METHOD;
MULCH, DRY METHOD;
FERTILIZER), TYP.
6" T
YP
3" T
YP
EX. GROUND
FINISHED
ROAD GRADE
CONSERVED TOPSOIL;
UNCLASSIFIED BORROW EXCAVATION;
EMBANKMENT CONSTRUCTION,
COMPACTION PLACEMENT METHOD A
AGG. BASE COURSE GRADING 'C'
EX. AGG. SHOULDER EDGE
AGG. SURFACE COURSE
METHOD 2, TYP.
ROADBED RECONDITIONING (EX.
AGG. BASE THICKNESS UNKNOWN)
EX. AGG. SHOULDER EDGE
SLOPE
INTERCEPT
SLOPE
INTERCEPT
REMOVAL OF ASPHALT PAVEMENT, DISPOSAL METHOD A;
ASPHALT CONC., WI STATE DOT, (TOP LAYER - 1.25", 6 MT
58-34 S, BOTTOM LAYER - 1.75", 4 MT 58-28 S)
AGG. SURFACE COURSE
METHOD 2, TYP.
AGG. BASE COURSE GRADING 'C'
PVT. WIDTH
3:1 NOR.
2:1 MAX.
CUT SLOPE
FILL SLOPE
2%, TYP.
4%, TYP. 4%, TYP.
TURF ESTABLISHMENT
(PLACING CONSERVED
TOPSOIL, 4" DEPTH;
SEEDING, DRY METHOD;
MULCH, DRY METHOD;
FERTILIZER), TYP.
4' MIN.
AGGREGATE SURFACE RECONDITIONING AND
INTERSECTION WIDENING
TYPICAL SECTION (NTS)
STA. 18+75 "C" TO STA. 19+94 "C", SEE SHEET C-09 FOR PVT. WIDTH
WIDTH VARIES WIDTH VARIES
CLEARING AND GRUBBING LIMITS CLEARING AND GRUBBING LIMITS
2%, TYP.
CL
3:1 NOR.
3:1 NOR.
2:1 MAX.
8" MIN.
TURF ESTABLISHMENT
(PLACING CONSERVED
TOPSOIL, 4" DEPTH;
SEEDING, DRY METHOD;
MULCH, DRY METHOD;
FERTILIZER), TYP.
6" T
YP
3" T
YP
EX. GROUND
FINISHED
ROAD GRADE
CONSERVED TOPSOIL;
UNCLASSIFIED BORROW EXCAVATION;
EMBANKMENT CONSTRUCTION,
COMPACTION PLACEMENT METHOD A
AGG. BASE COURSE GRADING 'C'
EX. AGG. RD. EDGE
AGG. SURFACE COURSE
METHOD 2, TYP.
EX. AGG. BASE
(THICKNESS UNKNOWN)
EX. AGG. RD. EDGE
SLOPE
INTERCEPT
SLOPE
INTERCEPT
AGGREGATE SURFACE RECONDITIONING,
COMPACTION METHOD A
AGG. SURFACE COURSE
METHOD 2, TYP.
AGG. BASE COURSE GRADING 'C'
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
/23
/21
:4 9 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\
W _0
6-
TY
PI
CA
LS
.D
W G;
(R09)
EASTERN REGIOON
WANOKA
CAMPGROUND
CHEQUAMEGON NICOLET
NATIONAL FOREST
WASHBURN RANGER DISTRICT
TYPICAL SECTIONS
2/22/2022
R.POLKINGHORN
R.POLKINGHORN
A.JOHNSTON
C-06 7 28
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
PAVEMENT WIDTH VARIES2'
SHLDR.
3:1 NOR.
2:1 MAX.
CUT SLOPE
FILL SLOPE
4%, TYP. 4%, TYP.
2'
SHLDR.
TURF ESTABLISHMENT
(PLACING CONSERVED
TOPSOIL, 4" DEPTH;
SEEDING, DRY METHOD;
MULCH, DRY METHOD;
FERTILIZER), TYP.
4' MIN.
ASPHALT PARKING RECONSTRUCTION
TYPICAL SECTION (NTS)
STA. 1+11 "D" TO STA. 1+89 "D"
CLEARING AND
GRUBBING LIMITS CLEARING AND GRUBBING LIMITS
2%, TYP.
3:1 NOR.
3:1 NOR.
2:1 MAX.
2:1 MAX.
8" MIN.
TURF ESTABLISHMENT
(PLACING CONSERVED
TOPSOIL, 4" DEPTH;
SEEDING, DRY METHOD;
MULCH, DRY METHOD;
FERTILIZER), TYP.
2%, TYP.
6" T
YP
3" T
YP
EX. GROUND
FINISHED
ROAD GRADE
CONSERVED TOPSOIL;
UNCLASSIFIED BORROW EXCAVATION;
EMBANKMENT CONSTRUCTION,
COMPACTION PLACEMENT METHOD A
AGG. BASE COURSE GRADING 'C'
EX. AGG. SURFACE
AGG. SURFACE COURSE
METHOD 2, TYP.
SLOPE
INTERCEPT
SLOPE
INTERCEPT
ASPHALT CONC., WI STATE DOT, (TOP LAYER - 1.25", 6 MT
58-34 S, BOTTOM LAYER - 1.75", 4 MT 58-28 S)
AGG. SURFACE COURSE
METHOD 2, TYP.
AGG. BASE COURSE GRADING 'C'
FINISHED
ROAD GRADE
LINE "D" LINE "D-OFF"
1'
SHLDR.
3:1 NOR.
2:1 MAX.
CUT SLOPE
FILL SLOPE
2%, TYP.
4%, TYP.
4%, TYP.
TURF ESTABLISHMENT
(PLACING CONSERVED
TOPSOIL, 4" DEPTH;
SEEDING, DRY METHOD;
MULCH, DRY METHOD;
FERTILIZER), TYP.
4' TYP.
ASPHALT PATH
TYPICAL SECTION (NTS)
STA. 3+00 "E" TO STA. 5+12 "E"
6'
CLEARING AND GRUBBING LIMITS
3:1 NOR. 3:1 NOR.
2:1 MAX.
8" MIN.
TURF ESTABLISHMENT
(PLACING CONSERVED
TOPSOIL, 4" DEPTH;
SEEDING, DRY METHOD;
MULCH, DRY METHOD;
FERTILIZER), TYP.1'
SHLDR.
6" T
YP
3" T
YP
EX. GROUND
FINISHED
PATH GRADE
CONSERVED TOPSOIL;
UNCLASSIFIED BORROW EXCAVATION;
EMBANKMENT CONSTRUCTION,
COMPACTION PLACEMENT METHOD A
AGG. BASE COURSE GRADING 'C'
SLOPE
INTERCEPT
SLOPE
INTERCEPT
ASPHALT CONC., WI STATE DOT, (TOP LAYER - 1.25",
6 MT 58-34 S, BOTTOM LAYER - 1.75", 4 MT 58-28 S)
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 1/2
2 2 0:
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\
W _0
6-
TY
PI
CA
LS
.D
W G;
(R09)
EASTERN REGIOON
WANOKA
CAMPGROUND
CHEQUAMEGON NICOLET
NATIONAL FOREST
WASHBURN RANGER DISTRICT
TYPICAL SECTIONS
2/22/2022
R.POLKINGHORN
R.POLKINGHORN
A.JOHNSTON
C-07 8 28
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
1+
1+
2+
2+
3+00 1+
00 1+
2+
2+
3+
3+ 50 4+
4+50
5+0017+00
17+50
18+00
1140 1140
11361137
5+80
1+00
1+50
2+00
2+50
3+
3+
4+
4+50
5+00
5+50
4+
5+
5+
6+
6+
7+ 00 7+
8+
8+
9+
1+
1+
1+97
3+00
3+50
4+00
4+
5+
5+
10961096
111211
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 1/2
2 2 0:
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\
W _0
9-
EC
.D W
G;
(R9)
EASTERN REGION
WANOKA
CAMPGROUND
CHEQUAMEGON NICOLET
NATIONAL FOREST
WASHBURN RANGER DISTRICT
EROSION CONTROL
PLAN
2/22/2022
R. POLKINGHORN
R. POLKINGHORN
A.JOHNSTON
C-08 9 28
FR 243
Feet 1:240
80400 20
FR 243
FR 243B
FR 243B
FR 24
FR
"B" LINE
FR 243B
"F" LINE
FR 234
"D" LINE
BOAT LAUNCH
PARKING
"E" LINE
BOAT LAUNCH PATH
"C" LINE
FR 243
"C" LINE
FR 243
"C" LINE
FR 243
"B" LINE
FR 243B
NOTES
1. CULVERT PIPES ARE DESIGNATED WITH "P#". REMOVE
AND REPLACE UNLESS OTHERWISE INDICATED. PLACE
SANDBAGS AT CULVERT PIPE INLET END .
2. TURF ESTABLISHMENT INCLUDES SOIL PREPARATION,
SEED, AND FERTILIZER.
3. EXISTING CONTOUR LINES ARE FROM LIDAR DATA AND
ARE APPROXIMATE.
LEGEND
4" CONSERVED TOPSOIL; TURF
ESTABLISHMENT W/ ROLLED E.C.
PRODUCT, TYPE A
SANDBAGS (PLACE AT CULVERT INLET)
BALES, STRAW
SILT FENCE
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.
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.
REMOVAL AND REPLACEMENT
OF CULVERT PIPE; P01
P03 (NEW)
P02 (NEW)
P04 (NEW)
AutoCAD SHX Text C.P.
AutoCAD SHX Text B.M.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
FEE STATION
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
STEEL GATE
AutoCAD SHX Text
KIOSK
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SITE #1
AutoCAD SHX Text
SITE #2
AutoCAD SHX Text
SITE #3
AutoCAD SHX Text
SITE #4
AutoCAD SHX Text
SITE #5 (CLOSED)
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
FIRE RING
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
PIER
AutoCAD SHX Text
WALL
AutoCAD SHX Text
WALL
AutoCAD SHX Text
WALL
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
LAKE
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
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
6+00
6+50 6+58
8+50
9+00
9+
+0
+5
+0
+5
+0
+5
+0
13+50
14+00
1+50
1+
20+03
+0
+5
+0
+5
+0
+5
+0
+5
+0
18+50
19+00
19+50
20+00
10+00
10+50
11+00
11+50
12+00
1146 11
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 1/2
2 2 0:
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\
W _0
9-
EC
.D W
G;
(R9)
EASTERN REGION
WANOKA
CAMPGROUND
CHEQUAMEGON NICOLET
NATIONAL FOREST
WASHBURN RANGER DISTRICT
EROSION CONTROL
PLAN
2/22/2022
R. POLKINGHORN
R. POLKINGHORN
A.JOHNSTON
C-09 10 28
"A" LINE
FR 243A
FR 243
Feet 1:240
80400 20
FR
"C" LINE
FR 243
"C" LINE
FR 243
"C" LINE
FR 243
"C" LINE
FR 243
FR
A
FR 243
FR 243
"F" LINE
FR 234
FR
OPTIONAL BID ITEM - OVERFLOW PARKING AREA
SEE SHEET X-01 AND X-02
OPTIONAL BID ITEM - RELOCATE VAULT TOILET
SEE SHEETS Y-01 AND Y-02
NOTES
1. CULVERT PIPES ARE DESIGNATED WITH "P#". REMOVE
AND REPLACE UNLESS OTHERWISE INDICATED. PLACE
SANDBAGS AT CULVERT PIPE INLET END .
2. TURF ESTABLISHMENT INCLUDES SOIL PREPARATION,
SEED, AND FERTILIZER.
3. EXISTING CONTOUR LINES ARE FROM LIDAR DATA AND
ARE APPROXIMATE.
LEGEND
4" CONSERVED TOPSOIL; TURF
ESTABLISHMENT W/ ROLLED E.C.
PRODUCT, TYPE A
SANDBAGS (PLACE AT CULVERT INLET)
BALES, STRAW
SILT FENCE
AutoCAD SHX Text
SITE #5 (CLOSED)
AutoCAD SHX Text
SITE #12 (CLOSED)
AutoCAD SHX Text
SITE #6
AutoCAD SHX Text
SITE #13
AutoCAD SHX Text
SITE #14
AutoCAD SHX Text
SITE #10
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
FIRE RING
AutoCAD SHX Text
SITE #14
AutoCAD SHX Text
SITE #15
AutoCAD SHX Text
SITE #16
AutoCAD SHX Text
SITE #17
AutoCAD SHX Text
SITE #18
AutoCAD SHX Text
SITE #19
AutoCAD SHX Text
SITE #20
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
WELL
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
STEEL GATE
AutoCAD SHX Text
TOILET
AutoCAD SHX Text
TOILET
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
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
1+00
1+50
2+00
2+50
3+00
3+ 50 4+ 00 4+
50 5+ 00 5+
50 6+
6+
6+
5+
5+
7+00
7+50
8+00
8+50
9+00
9+50
10+00
10+50
11+00
1+00
1+50
1+
+0
13+50
14+00
14+50
11061107
1141114211431144
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 1/2
2 2 0:
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\
W _0
9-
EC
.D W
G;
(R9)
EASTERN REGION
WANOKA
CAMPGROUND
CHEQUAMEGON NICOLET
NATIONAL FOREST
WASHBURN RANGER DISTRICT
EROSION CONTROL
PLAN
2/22/2022
R. POLKINGHORN
R. POLKINGHORN
A.JOHNSTON
C-10 11 28
"A" LINE
FR 243A
FR 243"C" LINE
FR 243
FR 24
3A
FR
"F" LINE
FR 234
FR 234
Feet 1:240
80400 20
"A" LINE
FR 243A
FR 243A
"C" LINE
FR 243
FR
P05 (NEW)
P02 (NEW)
NOTES
1. CULVERT PIPES ARE DESIGNATED WITH "P#". REMOVE
AND REPLACE UNLESS OTHERWISE INDICATED. PLACE
SANDBAGS AT CULVERT PIPE INLET END .
2. TURF ESTABLISHMENT INCLUDES SOIL PREPARATION,
SEED, AND FERTILIZER.
3. EXISTING CONTOUR LINES ARE FROM LIDAR DATA AND
ARE APPROXIMATE.
LEGEND
4" CONSERVED TOPSOIL; TURF
ESTABLISHMENT W/ ROLLED E.C.
PRODUCT, TYPE A
SANDBAGS (PLACE AT CULVERT INLET)
BALES, STRAW
SILT FENCE
AutoCAD SHX Text
SITE #6
AutoCAD SHX Text
SITE #7
AutoCAD SHX Text
SITE #9
AutoCAD SHX Text
SITE #8 (CLOSED)
AutoCAD SHX Text
SITE #10
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text C.P.
AutoCAD SHX Text C.P.
AutoCAD SHX Text
STEEL GATE
AutoCAD SHX Text
TOILET
AutoCAD SHX Text
WELL
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
1+
1+
2+
2+
3+00 1+
00 1+
2+
2+
3+
3+ 50 4+
4+50
5+0017+00
17+50
18+00
STA: 1+92.35, 103.05' R
N: 441238.61 E: 717632.14
STA: 4+11.52, 6.00' L
N: 441420.70 E: 717442.20
STA: 1+63.00, 48.00' L
N: 440936.79 E: 717530.93
STA: 1+40.73, 92.65' R
N: 440944.33 E: 717673.07
STA: 2+60.09, 7.00' L
N: 441041.24
E: 717555.59 STA: 2+96.74, 12.05' L
N: 441077.42 E: 717546.62
STA: 3+19.17, 7.00' L
N: 441100.36 E: 717549.78
STA: 17+86.06, 10.00' L
N: 440876.35 E: 717630.89
STA: 4+60.60, 6.99' R
N: 441233.70 E: 717510.80
STA: 4+11.46, 7.00' R
N: 441193.31 E: 717542.99
STA: 1+25.55, 11.61' L
N: 441237.52 E: 717514.03
STA: 1+25.34, 6.61' L
N: 441236.86 E: 717518.99
STA: 1+33.55, 6.00' R
N: 441243.91 E: 717532.28
STA: 17+04.65, 7.00' L
N: 440901.72 E: 717550.20
STA: 1+62.99, 8.00' L
N: 440944.67 E: 717570.15
STA: 1+77.91, 7.00' L
N: 440959.59 E: 717568.26
STA: 1+81.79, 7.00' R
N: 440965.98 E: 717581.31
STA: 1+33.22, 12.97' R
N: 440919.99 E: 717596.86
6+58
5+80
1+50
2+00
2+50
3+
3+
4+
4+50
5+00
5+50
4+
5+
5+
6+
6+
7+
7+
8+
8+
9+
9+50
10+00
1+
1+
1+97
3+00
3+50
4+00
4+
STA: 1+09.13, 40.62' R
N: 441425.96 E: 717234.37
STA: 1+52.04, 22.00' R
N: 441458.62 E: 717180.73
STA: 1+81.78, 50.00' R
N: 441469.19 E: 717111.40
STA: 1+45.55, 20.00' R
N: 441451.60 E: 717190.04
STA: 4+19.94, 6.30' R
N: 441434.32 E: 717436.15
STA: 5+39.33, 8.18' R
N: 441396.74 E: 717320.54
STA: 5+40.69, 58.15' R
N: 441429.91 E: 717283.12
STA: 5+57.78, 21.40' L
N: 441363.25 E: 717330.48
STA: 5+28.69, 9.33' L
N: 441391.42 E: 717340.29
STA: 4+11.52, 6.00' L
N: 441420.70 E: 717442.20
STA: 7+75.50, 7.00' L
N: 441379.68
E: 717233.25 STA: 7+87.50, 10.00' L
N: 441380.86 E: 717220.93
STA: 8+32.53, 10.00' L
N: 441395.90 E: 717178.49
STA: 8+44.53, 7.00' L
N: 441402.73 E: 717168.18
STA: 9+24.31, 7.00' L
N: 441428.18 E: 717093.71
STA: 9+46.70, 22.00' R
N: 441458.30 E: 717071.14
STA: 7+89.89, 7.00' R
N: 441397.69 E: 717224.35
STA: 7+45.36, 7.00' R
N: 441382.82 E: 717266.33
STA: 6+81.12, 7.00' R
N: 441354.63
E: 717325.41STA: 1+25.55, 11.61' L
N: 441237.52
E: 717514.03STA: 1+33.55, 6.00' R
N: 441243.91 E: 717532.28
STA: 5+58.12, 11.41' L
N: 441369.51 E: 717322.68
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
/23
/21
:1 6 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\
W _1
2-
PL
AN
.D
W G;
(R9)
EASTERN REGION
WANOKA
CAMPGROUND
CHEQUAMEGON NICOLET
NATIONAL FOREST
WASHBURN RANGER DISTRICT
PLAN
FR 243 AND FR 243B
2/22/2022
R. POLKINGHORN
R. POLKINGHORN
A.JOHNSTON
C-11 12 28
FR 243
Feet 1:240
80400 20
NOTES
1. CULVERT PIPES ARE DESIGNATED WITH "P#". REMOVE
AND REPLACE UNLESS OTHERWISE INDICATED.
FR 243
FR 243B
FR 243B
FR 24
FR
"B" LINE
FR 243B
"F" LINE
FR…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .