1-Manoomin Access Points.pdf
PDF 3 MB Posted
- Attached to
- Manoomin (Wild Rice) Access Project
- Solicitation number
- RFP 20260508
- Issued by
- Gladwin County, Michigan
About this file
This document comprises the construction plans and specifications for the Manoomin Access Improvements project, a collaboration between the United States Department of Agriculture Forest Service and a Michigan-based tribe to develop four recreational access points on Ottawa National Forest lands in Michigan's Upper Peninsula. The project includes construction of access roads, parking areas, trails, and canoe launch facilities at four distinct locations: Sucker Lake (accessed via Sucker Lake Road in Gogebic County), Brush Lake (also via Sucker Lake Road in Gogebic County), Middle Branch of the Ontonagon River (via Old US Highway 2 in Gogebic County), and Mallard Lake (via Forest Road 3340 in Iron County). The plans detail road construction with crushed aggregate surface courses, ditch construction, trail development, parking lot preparation, concrete stairs and launch ramps at water access points, and a 500-foot boardwalk with helical pile supports at Mallard Lake. All work must comply with the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14) and applicable Michigan state permitting requirements. Construction work is limited to 6:00 AM to 6:00 PM, Monday through Friday, with no work permitted on federal holidays or weekends without prior approval from the Contracting Officer.
The government will furnish crushed aggregate materials at no charge from designated San Sousa Pit and Damon Lake Pit sources, with the contractor responsible for all hauling, traffic control signage, equipment cleaning, utility notification through Miss Dig (minimum three working days prior to excavation), and site restoration including seed and mulch application using specified seed mixtures at 55 pounds per acre. The contractor must maintain all existing utilities, protect and preserve public land survey corners, maintain public roadway access and private property access at all times, secure and fence the project site, obtain all required permits including Michigan state permits, and remove all excess excavation, debris, and rubbish from the site. Any heritage resources or human remains encountered require immediate work stoppage and notification to the Contracting Officer. The project specifications establish that the contractor bears full responsibility for safety precautions, means and methods of construction, site familiarization and field verification of dimensions, and coordination with USFS representatives regarding any plan clarifications or necessary corrections prior to construction.
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| File | Type | Posted |
|---|---|---|
| 3-SOP for Bats.pdf | ||
| 2-Manoomin RFP.PDF |
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Text version
FOREST LOCATION MAP
PROJECT VICINITY MAP
SHEET OF
United States Department of Agriculture
Forest Service
MANOOMIN ACCESS IMPROVEMENTS
TRAVEL DIRECTIONS:
TO BRUSH LAKE: FROM THE WATERSMEET RANGER STATION, TRAVEL WEST ON US-2 FOR 0.2 MILES TO WATERSMEET, MI. THEN TURN RIGHT ONTO US-45 AND TRAVEL NORTH FOR 3.7 MILES. THEN TURN LEFT ONTO SUCKER LAKE ROAD AND
TRAVEL WEST FOR 3.6 MILES. THEN TURN RIGHT ONTO THE PROJECT POB.
TO SUCKER LAKE: FROM THE WATERSMEET RANGER STATION, TRAVEL WEST ON US-2 FOR 0.2 MILES TO WATERSMEET, MI. THEN TURN RIGHT ONTO US-45 AND TRAVEL NORTH FOR 3.7 MILES. THEN TURN LEFT ONTO SUCKER LAKE ROAD AND
TRAVEL WEST FOR 3.3 MILES. THEN TURN LEFT ONTO THE PROJECT POB.
TO MB ONTO RIVER: FROM THE WATERSMEET RANGER STATION, TRAVEL WEST ON US-2 FOR 0.2 MILES TO
WATERSMEET, MI. THEN TURN RIGHT ONTO US-45 AND TRAVEL NORTH FOR 0.6 MILES. THEN TURN RIGHT ONTO OLD US
HIGHWAY 2 AND TRAVEL FOR 6.1 MILES. PROJECT SITE WILL BE ON THE LEFT.
TO MALLARD LAKE: FROM THE WATERSMEET RANGER STATION, TRAVEL WEST ON US-2 FOR 0.2 MILES TO
WATERSMEET, MI. THEN TURN RIGHT ONTO US-45 AND TRAVEL NORTH FOR 0.6 MILES. THEN TURN RIGHT ONTO OLD US
HIGHWAY 2 AND TRAVEL FOR 8.2 MILES. THEN TURN LEFT ONTO FR 3340 AND TRAVEL FOR 5.8 MILES. THEN TURN LEFT
ONTO THE PROJECT POB.
/9/
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STATE OF MICHIGAN
ONTONAGON COUNTY
REGION 09
OTTAWA NATIONAL FOREST
IRONWOOD SUPERVISORS OFFICE
RECOMMENDED BY:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
FOREST SUPERVISOR DATE
INDEX OF SHEETS
SHEET SHEET TITLE DATE
C-01 COVER SHEET 5/31/2025
C-02 NOTES AND ABBREVIATIONS 5/31/2025
C-03 ROAD AND TRAIL SECTIONS 5/31/2025
C-04 SUCKER LAKE PLAN 5/31/2025
C-05 SUCKER LAKE DETAILS 5/31/2025
C-06 SUCKER LAKE PROFILE 5/31/2025
C-07 BRUSH LAKE PLAN 5/31/2025
C-08 BRUSH LAKE DETAILS 5/31/2025
C-09 BRUSH LAKE PROFILE 5/31/2025
C-10 MB ONTO RIVER PLAN 5/31/2025
C-11 MB ONTO RIVER DETAILS 5/31/2025
C-12 MB ONTO RIVER PROFILE 5/31/2025
C-13 MALLARD LAKE PLAN 5/31/2025
C-14 MALLARD LAKE DETAILS 5/31/2025
C-15 MALLARD LAKE PROFILE 5/31/2025
C-16 MALLARD LAKE BOARDWALK 5/31/2025
FR 4500 POB
NOTE: 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
DEPARTMENT OF TRANSPORTATION.
WATERSMEET RANGER STATION
E23979 US-2
WATERSMEET, MI 49969
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
4/1 5/2
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(R09)
EASTERN REGION
MANOOMIN
ACCESS
IMPROVEMENTS
OTTAWA NATIONAL
FOREST
IRONWOOD SUPERVISOR'S OFFICE
5/31/2025
CJN
CJN
NOTES AND
ABBREVIATIONS
C-02
NOTE: ALL UTILITIES SHOWN ARE APPROXIMATE AND MAY BE INCOMPLETE.
FOR PROTECTION OF UNDERGROUND UTILITIES, AND IN CONFORMANCE WITH
PUBLIC ACT 174, 2014, THE CONTRACTOR SHALL CALL TOLL FREE 811 OR
1-800-482-7171 A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING
SATURDAYS, SUNDAYS, AND HOLIDAYS, BUT NO MORE THAN 14 CALENDAR
DAYS, PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC
UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. ALL "MISS DIG"
PARTICIPATING MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT
RELIEVE THE CONTRACTOR FROM NOTIFYING UTILITY OWNERS WHO MAY NOT
BE PART OF THE "MISS DIG" ALERT SYSTEM.
ABBREVIATIONS
AOP AQUATIC ORGANISM PASSAGE
CIP COMPACTED IN PLACE
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CONTRACTING OFFICER
COR CO REPRESENTATIVE
CY CUBIC YARDS
DIA DIAMETER
E EAST
EA EACH
ECMP ELLIPTICAL CMP
EX EXISTING
FR FOREST ROAD
H HORIZONTAL
HDPE HIGH DENSITY POLYETHYLENE
LBS POUNDS
LF LINEAR FEET
LHF LEFT HAND FORWARD
LT LEFT
LS LUMP SUM
MAX MAXIMUM
MI MICHIGAN, MILES
MIN MINIMUM
N NORTH
NE NORTHEAST
NO NUMBER
NTS NOT TO SCALE
NW NORTHWEST
PA PIPE ARCH
POB POINT OF BEGINNING
POE POINT OF ENDING
R RANGE
RHF RIGHT HAND FORWARD
ROW RIGHT-OF-WAY
RT RIGHT
S SOUTH
SE SOUTHEAST
STA STATION
STH STATE TRUNK HIGHWAY
SW SOUTHWEST
SY SQUARE YARDS
T TOWNSHIP
TYP TYPICAL
US UNITED STATES
USFS US FOREST SERVICE
V VERTICAL
VAR VARIES
W WEST
Annual Rye Grass
ALL MULCHING MATERIAL
RATE (LBS/ACRE)
APPLICATION
TYPE
SEED
ALL SEED TO BE CERTIFIED WEED FREE
MULCHING
Alsike Clover
Creeping Red Fescue
Total: 100.0
TO BE CERTIFIED WEED FREE
% Mixture
SEED MIXTURE SHALL BE APPLIED AT A RATE OF 55 LBS/ACRE
Ladino (dutch white) Clover
SEED MIX
PROJECT NOTES
1. THE CRUSHED AGGREGATE SOURCES FOR ALL REQUIRED MATERIALS
ARE SAN SOUSA PIT AND DAMON LAKE PIT. THERE IS NO CHARGE FOR
THE AGGREGATE MATERIALS REQUIRED FOR THIS PROJECT. ALL
TRAFFIC CONTROL SIGNAGE SHALL BE IN PLACE BEFORE ANY
HAULING COMMENCES.
2. DITCHES ARE TO BE CONSTRUCTED AS SHOWN ON THE TYPICAL
DETAILS. BACK SLOPE SHAPING MAY INCLUDE TREE REMOVAL. TREES
SHALL BE PLACED OUTSIDE OF THE RIGHT-OF-WAY. SUITABLE
EXCAVATED MATERIAL MAY BE USED AS ROAD FILL. DISPOSAL OF
UNSUITABLE MATERIAL GENERATED BY ROADBED AND DITCH
RECONDITIONING MAY BE CAST AND SPREAD WITHIN THE
RIGHT-OF-WAY ALONG THE PROJECT AREA OR TRANSPORTED TO A
DESIGNATED LOCATION APPROVED BY USFS.
3. THE USFS WILL STAKE OUT THE PROPOSED ROAD ALIGNMENTS,
CULVERT LOCATIONS, AND OTHER PROJECT SPECIFIC ITEMS.
CONTRACTOR AND COR TO REVIEW INFORMATION IN THE FIELD
TOGETHER.
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 DEPARTMENT OF TRANSPORTATION.
2. THE CONTRACTOR SHALL CONTACT MISS DIG AT 1-800-482-7171 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.
3. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING
UTILITIES. ANY DAMAGE TO EXISTING UTILITIES, WHETHER THE
UTILITY WAS SHOWN OR NOT ON THESE PLANS SHALL BE
REPAIRED/REPLACED BY THE CONTRACTOR. THIS WORK SHALL BE
CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL
COMPENSATIONS SHALL BE ALLOWED.
4. THE CONTRACTOR SHALL IMMEDIATELY STOP WORK AND NOTIFY THE
CONTRACTING OFFICER IF HERITAGE RESOURCES OR HUMAN
REMAINS ARE ENCOUNTERED.
5. ANY HAUL ROADS USED SHALL BE MAINTAINED BY THE CONTRACTOR
AS NEEDED AND AS DIRECTED THE CONTRACTING OFFICER.
6. THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN TRAFFIC ON
PUBLIC ROADWAYS AT ALL TIMES DURING CONSTRUCTION. ACCESS
TO PRIVATE PROPERTIES SHALL ALSO BE MAINTAINED AT ALL TIMES.
THE COST OF THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE
CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED.
7. THE CONTRACTOR SHALL PERFORM ALL WORK BETWEEN THE HOURS
OF 6:00 AM AND 6:00 PM MONDAY THROUGH FRIDAY. NO WORK SHALL
BE PERFORMED ON FEDERAL HOLIDAYS OR WEEKENDS WITHOUT
PRIOR APPROVAL FROM THE CONTRACTING OFFICER.
8. ALL NEW CULVERT LOCATIONS REQUIRE CRUSHED AGGREGATE FOR
CULVERT BED AND TO ENCAPSULATE CULVERT. PERFORM WORK IN
COMPLIANCE WITH SECTION 209 OF FP14. THIS WORK IS INCIDENTAL
TO THE CULVERT INSTALLATION PRICE. WHEN PLACING CRUSHED
AGGREGATE USED TO ENCAPSULATE CULVERTS, MATERIAL SHALL BE
COMPACTED WITH A MECHANICAL VIBRATING PLATE COMPACTOR IN
ONE-FOOT MAXIMUM LIFTS. MINIMUM TWO-FOOT CONNECTOR BAND IS
REQUIRED ON ANY CULVERT REQUIRING MULTIPLE LENGTHS.
9. ALL EQUIPMENT SHALL BE CLEANED ACCORDING TO
MANUFACTURER'S SPECIFICATIONS AND THE PROJECT
SPECIFICATIONS PRIOR TO USE ON THIS PROJECT.
10. OWNER WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SAFETY
PRECAUTIONS OR THE MEANS, METHODS, TECHNIQUES, SEQUENCES
OR PROCEDURES REQUIRED OF THE CONTRACTOR TO PERFORM
THEIR WORK.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SECURING
AND PROTECTING THE PROJECT SITE. THIS MAY INCLUDE, BUT IS NOT
LIMITED TO, CONSTRUCTION PERIMETER FENCING, SIGNAGE, AND
PROTECTION OF EXCAVATIONS.
12. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE
AND FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS. THE
CONTRACTOR SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS
AND OTHERWISE VERIFY ALL DIMENSIONS AND EXISTING
CONSTRUCTION CONDITIONS INDICATED AND/OR SHOWN ON THE
DRAWINGS. SHOULD ANY ERROR OR INCONSISTENCY EXIST, THE
CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL
REPORTING TO USFS FOR CLARIFICATION OR CORRECTION.
13. ANY INSPECTION BY THE COUNTY, STATE, FEDERAL, OR USFS SHALL
NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION
TO PERFORM THE WORK IN STRICT COMPLIANCE WITH THE
APPLICABLE CODES, REGULATIONS AND PROJECT CONTRACT
DOCUMENTS.
14. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO
COMPLETE THIS PROJECT IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS INCLUDING SUCH INCIDENTALS AS MAY BE
NECESSARY TO MEET THE INTENT OF THE PROJECT CONTRACT
DOCUMENTS BUT NOT SPECIFICALLY CALLED OUT THEREIN, ALL
APPLICABLE AGENCY REQUIREMENTS, AND ANY OTHER WORK AS MAY
BE NECESSARY TO PROVIDE A COMPLETED PROJECT.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
REQUIRED PERMITS, INCLUDING MEETING ALL STATE OF MICHIGAN
PERMITTING REQUIREMENTS.
16. WHEN CONTRADICTIONS OCCUR BETWEEN PLANS AND
SPECIFICATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING CLARIFICATION FROM THE USFS BEFORE CONTINUING
WITH CONSTRUCTION.
17. DURING CONSTRUCTION, DISPOSAL OF EXCESS MATERIAL SHALL NOT
BE PERMITTED IN WETLANDS OR ADJACENT AREAS.
18. ALL EXCESS EXCAVATION, DEBRIS, AND RUBBISH RESULTING FROM
CONSTRUCTION OPERATIONS SHALL BE REMOVED FROM PROJECT
SITE AND DISPOSED OF BY THE CONTRACTOR. THE CONTRACTOR
SHALL MAKE ALL ARRANGEMENTS AND ASSUME FULL RESPONSIBILITY
FOR THE DISPOSAL OF THE MATERIALS AT A LOCATION WHICH IS
PRE-APPROVED BY THE USFS. THIS WORK SHALL BE CONSIDERED
INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION
SHALL BE ALLOWED.
19. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON THE
PROJECT SITE AT ALL TIMES. ANY ALTERATION OR VARIANCE FROM
THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENTS NEEDED TO MEET
EXISTING FIELD CONDITIONS, SHALL FIRST BE APPROVED BY USFS
AND WHEN NECESSARY THOSE AGENCIES AFFECTED BY THE
ALTERATION. ANY VARIATIONS FROM THESE PLANS SHALL BE
DOCUMENTED ON THE CONSTRUCTION PRINTS AND TRANSMITTED TO
USFS.
20. ALL EXISTING PUBLIC LAND SURVEY CORNERS, PROPERTY
CONTROLLING CORNERS AND ALIGNMENT CONTROL POINTS SHALL BE
PRESERVED AND PROTECTED BY THE CONTRACTOR. IF ANY OF
THESE ARE DAMAGED, THE CONTRACTOR SHALL REPLACE (BY A
LICENSED SURVEYOR). THIS WORK SHALL BE CONSIDERED
INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATIONS
SHALL BE ALLOWED.
21. NO MATERIAL SHALL BE CLEANED OR ALLOWED TO ERODE INTO THE
WATERCOURSE NOR SHALL MATERIAL BE PLACED INTO THE
WATERCOURSE EXCEPT AS SHOWN ON THE PLANS.
22. ANY TREES TO BE CLEARED AS PART OF CONSTRUCTION ACTIVITIES
MUST BE IDENTIFIED AND APPROVED PRIOR TO BEING CUT. FELLED
TREES SHALL BE LIMBED, GATHERED IN AN APPROVED DESIGNATED
AREA, AND SCHEDULED FOR REMOVAL BY THE TRIBE. IN THE EVENT
THAT A BAT (OR BATS) IS DISCOVERED DURING TREE REMOVAL OR
CONSTRUCTION OPERATIONS, OPERATIONS SHALL BE PAUSED AND A
CONTRACT REPRESENTATIVE CONTACTED IMMEDIATELY.
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6.00'
6" GOVERNMENT FURNISHED (MDOT 22A)
CRUSHED AGGREGATE SURFACE
COURSE, COMPACTION METHOD A.
BACKFILL WITH SUITABLE MATERIAL
4:1 SLOPE
TO EXISTING
SLIDE FOR CANOES
(OPTIONAL)
16.00'
8" GOVERNMENT FURNISHED (MDOT 22A)
CRUSHED AGGREGATE SURFACE
COURSE, COMPACTION METHOD A.
BACKFILL WITH SUITABLE MATERIAL
4:1 SLOPE
TO EXISTING
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
7/2 3/2
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EASTERN REGION
MANOOMIN
ACCESS
IMPROVEMENTS
OTTAWA NATIONAL
FOREST
IRONWOOD SUPERVISOR'S OFFICE
5/31/2025
CJN
CJN
DETAIL
PROPOSED NEW TRAIL
DETAIL
PROPOSED NEW ROAD
ROAD AND TRAIL
CROSS SECTIONS
C-03
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62+50
63+00
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
7/2 3/2
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(R09)
EASTERN REGION
MANOOMIN
ACCESS
IMPROVEMENTS
OTTAWA NATIONAL
FOREST
IRONWOOD SUPERVISOR'S OFFICE
5/31/2025
CJN
CJN
PLAN VIEW
SUCKER LAKE ACCESS
FEET
0 150 300
PROPOSED
PARKING AREA
SUCKER LAKE
PROPOSED
ACCESS ROAD
(NOTE 1)
S U
C K
R
L A
K
O A
D
PROPOSED TRAIL
TO LANDING
SUCKER LAKE
SITE PLAN
C-04
SUCKER LAKE
NOTES:
1. EXACT ALIGNMENT OF PROPOSED ACCESS ROAD
TO BE VERIFIED IN FIELD BY ENGINEER.
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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
7/2 3/2
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EASTERN REGION
MANOOMIN
ACCESS
IMPROVEMENTS
OTTAWA NATIONAL
FOREST
IRONWOOD SUPERVISOR'S OFFICE
5/31/2025
CJN
CJN
16DETAIL
SUCKER LAKE PARKING AND TRAIL
PROPOSED
PARKING AREA
PROPOSED TRAIL
TO LANDING
PROPOSED
ACCESS ROAD
SUCKER LAKE
DETAILS
C-05
40200
FEET
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E V
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F
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STATION (FEET)
50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00
E L E
V A
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
7/2 3/2
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OTTAWA NATIONAL
FOREST
IRONWOOD SUPERVISOR'S OFFICE
5/31/2025
CJN
CJN
EXISTING
GROUND
SURFACE
PROFILE
SUCKER LAKE ALIGNMENT
SUCKER LAKE
PROFILE
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M A
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PROFILE
SUCKER LAKE ALIGNMENT
EXISTING
GROUND
SURFACE
NOTES:
1. NO SPAN ALONG NEW ROAD SHALL
EXCEED 5% LONGITUDINALLY.
FINAL ROAD
SURFACE
FINAL ROAD
SURFACE
(NOTE 1)
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PLAN VIEW
BRUSH LAKE ACCESS
2001000
FEET
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
7/2 3/2
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OTTAWA NATIONAL
FOREST
IRONWOOD SUPERVISOR'S OFFICE
5/31/2025
CJN
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PROPOSED
PARKING AREA
BRUSH LAKE
PROPOSED
ACCESS ROAD
S
U
C
K
A
K
O
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PROPOSED TRAIL
TO LANDING
BRUSH LAKE
SITE PLAN
C-07
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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
7/2 3/2
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MANOOMIN
ACCESS
IMPROVEMENTS
OTTAWA NATIONAL
FOREST
IRONWOOD SUPERVISOR'S OFFICE
5/31/2025
CJN
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DETAIL
BRUSH LAKE PARKING
BRUSH LAKE
SITE DETAILS
C-08
PROPOSED
PARKING AREA
PROPOSED TRAIL
TO LANDING
PROPOSED
ACCESS ROAD
FEET
0 20 40
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E
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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
7/2 3/2
5 1 1:
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EASTERN REGION
MANOOMIN
ACCESS
IMPROVEMENTS
OTTAWA NATIONAL
FOREST
IRONWOOD SUPERVISOR'S OFFICE
5/31/2025
CJN
CJN
PROFILE
BRUSH LAKE ALIGNMENT
EXISTING
GROUND
SURFACE
BRUSH LAKE
SITE PROFILE
C-09
FINAL ROAD
SURFACE
NOTES:
1. NO SPAN ALONG NEW ROAD SHALL
EXCEED 5% LONGITUDINALLY.
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10+00
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11+00
T
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NOTE: SEED AND MULCH ALL DISTURBED
AREAS. FURNISH AND SUPPLY SEED,
FERTILIZER AND STRAW MULCH. SEED
TYPE AND AMOUNTS OF STRAW FOR
APPLICATION RATES NOTED ON PLANS
TRAIL BEGINS
APPROX LOCATION
NETWORK UTILITY LINE
CLEAR AND
GRUB LIMITS
STAIRS AND
LAUNCH RAMP
P
P
P
P
P
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
6/6 /25
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MANOOMIN
ACCESS
IMPROVEMENTS
OTTAWA NATIONAL
FOREST
IRONWOOD SUPERVISOR'S OFFICE
5/31/2025
CJN
CJN
MB ONTO RIVER
SITE PLAN
C-10
FEET
0 25 50
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SLIDE RAILS
CONCRETE STAIRS
TO LANDING PLANKS
FINAL
GRADE
PREPARE AND
COMPACT SUBGRADE
1-1/4" WASHED STONE
PEA GRAVEL
GALVANIZED
PILE GUIDE
CONCRETE SLAB,
TYP
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
6/6 /25
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OTTAWA NATIONAL
FOREST
IRONWOOD SUPERVISOR'S OFFICE
5/31/2025
CJN
CJN
DETAIL
ACCESS STAIRS
DETAIL
LAUNCH RAMP
MB ONTO RIVER
LANDING DETAILS
C-11
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E V
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STATION (FEET)
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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
6/6 /25
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MANOOMIN
ACCESS
IMPROVEMENTS
OTTAWA NATIONAL
FOREST
IRONWOOD SUPERVISOR'S OFFICE
5/31/2025
CJN
CJN
EXISTING
GROUND
SURFACE
PROFILE
MB ONTO TRAIL ALIGNMENT
MB ONTO RIVER
PROFILE
C-12
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MALLARD LAKE
MALLARD
CREEK
IMPROVED
ACCESS ROAD
F
F
PROPOSED
PARKING AREA
PROPOSED
BOARDWALK
PROPOSED
ACCESS TRAIL
FEET
0 300 600
PLAN VIEW
MALLARD LAKE ACCESS SITE
NEW
ACCESS
ROAD
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
7/2 3/2
5 1 1:
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MANOOMIN
ACCESS
IMPROVEMENTS
OTTAWA NATIONAL
FOREST
IRONWOOD SUPERVISOR'S OFFICE
5/31/2025
CJN
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SITE PLAN
C-13
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PROPOSED
PARKING AREA
DETAIL
PARKING AREA
DETAIL
BOARDWALK ALIGNMENT
MALLARD LAKE
PROPOSED
BOARDWALK
OUTLINE
SPACES SHOW AT
25 FT X 16 FT
TRAIL TO
BOARDWALK
ACCESS ROAD
FROM FR 3440
TRAIL FROM
PARKING AREA
120600
FEET
40200
FEET
500'
PROJECT
DETAILS
C-14DRAWN
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
7/2 3/2
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ACCESS
IMPROVEMENTS
OTTAWA NATIONAL
FOREST
IRONWOOD SUPERVISOR'S OFFICE
5/31/2025
CJN
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E
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STATION (FEET)
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EXISTING
GROUND
SURFACE
PROFILE VIEW
MALLARD LAKE ACCESS SITE
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
7/2 3/2
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MANOOMIN
ACCESS
IMPROVEMENTS
OTTAWA NATIONAL
FOREST
IRONWOOD SUPERVISOR'S OFFICE
5/31/2025
CJN
CJN
SITE PLAN
C-15
EXISTING
GROUND
SURFACE
PROFILE VIEW
MALLARD LAKE ACCESS SITE
M A
T C
H
B
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T O
M
M A
T C
H
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O P
FINAL
GRADE
FINAL
GRADE
NOTES:
1. NO SPAN ALONG NEW ROAD SHALL
EXCEED 5% LONGITUDINALLY.
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EXPANDED
GALV. STEEL
GRATE, OR
SIMILAR
HELICAL PILE
WATER LEVEL
500.00'
20.00'
6.00'
6.50'
DETAIL
BOARDWALK FEATURES
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
7/2 3/2
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(R09)
EASTERN REGION
MANOOMIN
ACCESS
IMPROVEMENTS
OTTAWA NATIONAL
FOREST
IRONWOOD SUPERVISOR'S OFFICE
5/31/2025
CJN
CJN
BOARDWALK
FEATURES
C-16
NOTES:
1. CONTRACTOR SHALL SEND A SUBMITTAL
WITH PROPOSED PRODUCT DRAWINGS AND
INFORMATION. BOARDWALK PRODUCT AND
MANUFACTURER SHALL BE APPROVED BY
THE OWNER AND USFS.
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| Sheets and Views |
| 01 Cover_sheet - cover |
| 02 Cover_sheet - NOTES |
| 03 Sucker_Brush_Lakes - X SXNS |
| OLE1 |
| 04 Sucker_Brush_Lakes - SUCKER |
| OLE1 |
| 05 Sucker_Brush_Lakes - SUCKER (2) |
| OLE1 |
| 06 Sucker_Brush_Lakes - SUCKER (3) |
| OLE1 |
| 07 Sucker_Brush_Lakes - BRUSH |
| OLE1 |
| 08 Sucker_Brush_Lakes - BRUSH (2) |
| OLE1 |
| 09 Sucker_Brush_Lakes - BRUSH (3) |
| OLE1 |
| 10 MB_onto_river - plan |
| OLE1 |
| 11 MB_onto_river - details |
| OLE1 |
| 12 MB_onto_river - PROFILE |
| OLE1 |
| 13 mallard topo - plan |
| OLE1 |
| 14 mallard topo - detail |
| OLE1 |
| 15 mallard topo - PROFILE |
| OLE1 |
| 16 mallard topo - boardwalk |
| OLE1 |
File details come from the government source that posted it. Updated .