Attachment_C_-_Namekagon_Campground_Plans.pdf
PDF 2 MB Posted
- Attached to
- Chippewa and Namakagon Campgrounds Repavement Federal contract opportunity
- Solicitation number
- 12569R19B0004
About this file
Attachment C
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amend_3_-_12569R19B0004.pdf | ||
| Amend_2_-_12569R19B0004.pdf | ||
| Amend_001_-_12569R19B0004.pdf | ||
| 12569R19B0004.pdf | ||
| Attachment_D_-_Davis-Bacon_Wage_Determination.docx | DOCX document | |
| Attachment_B_-_Chippewa_Campground_Plans.pdf | ||
| Attachment_A_-_Specifications.docx | DOCX document |
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Text version
PROJECT LOCATION
PROJECT SITE
VICINITY MAP:
SHEET OF
United States Department of Agriculture Forest Service
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G-01 COVER SHEET
C-01 TYPICAL SECTIONS AND GEN. NOTES
C-02 TYPICAL SECTIONS AND GEN. NOTES
C-03 TYPICAL SECTIONS AND GEN. NOTES
C-04 DETAIL SHEET
C-05 ESTIMATED QUANTITIES
C-06 PLAN-VIEW SHEET
C-07 ALIGNMENT SHEET
C-08 ALIGNMENT SHEET
C-09 ALIGNMENT SHEET
FROM CLAM LAKE, WI, TRAVEL NORTH ON COUNTY
HIGHWAY M 9.0 MILES TO COUNTY HIGHWAY D. TURN
RIGHT ON COUNTY HIGHWAY D, CONTINUE ON
COUNTY HIGHWAY D FOR 5.6 MILES. TURN LEFT
ONTO FIRE ROAD 209, CONTINUE FOR 0.3 MILES TO
THE BEGINNING PROJECT LOCATION.
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
2/8 /19
:5
4 T
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CO
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DW
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EASTERN REGION
CHEQUAMEGON - NICOLET NATIONAL FOREST
BAYFIELD COUNTY
WISCONSIN
NAMEKAGON CAMPGROUND PAVING
GREAT DIVIDE DISTRICT
U.P. ENGINEERS & ARCHITECTS, INC.
ENGINEERING ARCHITECTURE PLANNING SURVEYING ENVIRONMENTAL
tbaciak New Stamp
M a x
M a x
1.0'1.0' Varies* (5.5'-12.5') Varies* (5.5'-12.5')
NAMEKAGON CAMPGROUND
PROPOSED CULVERT TYPICAL SECTION
L
C
E
X I S
T I N
G
R
O A
D
0.02 ft./ft.
Place inverts on or below natural stream bed or flowline
Min. 0.5' of Bedding Material FP-14
Subsection 704.02
0.02 ft./ft.
SCALE: NTS
Pay Limits of Full Depth Reclamation, Method 2
Roadway Aggregate, Shoulder Finishing
Asphaltic Surface, Wisconsin DOT Asphaltic Surface, Wisconsin DOT
Culvert Backfill, FP-14
Subsection 209.09B
GENERAL NOTES
1. STANDARD SPECIFICATION FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14 U.S. CUSTOMARY
UNITS, SHALL APPLY TO THIS CONTRACT.
2. PLACE CULVERT IN ALIGNMENT WITH THE NATURAL DRAINAGE CHANNEL. WHERE NO CHANNEL IS APPARENT INSTALL CULVERTS AT
SKEWS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE CONTRACTING OFFICER (C.O.)
3. MINIMUM COVER OVER CULVERTS UNLESS OTHERWISE SHOWN ON THE DRAWINGS IS 12 INCHES.
4. CULVERT PIPE BEDDING SHALL BE INCLUDED IN PAY ITEMS 60201 AND 60202.
5. ITEMS 60201 AND 60202 SHALL INCLUDE 10 FEET OF DITCH RECONDITIONING FOR BOTH THE INLET AND OUTLET ENDS.
6. REMOVAL OF UNSUITABLE MATERIAL FOR CULVERT INSTALLATION SHALL BE INCLUDED IN PAY ITEMS 60201 AND 60202.
7. SITE CONDITIONS WILL DETERMINE CULVERT PIPE SLOPE. PREFERABLY THE CULVERT WILL BE PLACED AT A SLOPE OF 2% IF POSSIBLE.
8. CULVERT INSTALLATIONS SHALL BE DONE WITH A DRY WORK SITE. IF COFFERDAMS, TEMPORARY CULVERTS OR DIVERSION CHANNELS
ARE NEEDED THEY SHALL BE INCLUDED IN PAY ITEMS 60201 AND 60202.
9. CLEARING AND GRUBBING AND TREE REMOVAL REQUIRED FOR CULVERT REPLACEMENT SHALL BE INCLUDED IN PAY ITEM 20120-1.
10. DISPOSAL OF THE REMOVED CULVERTS ARE THE CONTRACTORS RESPONSIBILITY AND SHALL BE REMOVED FROM THE PROJECT SITE.
11. BORROW AND AGGREGATE QUANTITIES ARE LISTED AS COMPACTED IN PLACE QUANTITIES.
12. EXCESS MATERIAL FROM ROADWAY EXCAVATIONS WILL BE DISPOSED OF, DIRECTED BY THE C.O.
13. MATCH FINISHED SURFACE TO EXISTING SURFACE OF ALL SIDE ROADS AND DRIVEWAYS.
14. THE BEGIN AND END 50 FEET OF EACH LIFT AREA ARE TO BE TAPERED TO MATCH EXISTING GRADE.
15. EROSION CONTROL MAT SHALL BE INSTALLED ON STEEP DITCH LINES (5% SLOPE OR GREATER) OR AS DIRECTED BY THE C.O.
16. SEED ALL DISTURBED AREAS WITH R.O.W. SEED MIXTURE. SEE FSSS, SECTION 625 FOR ADDITIONAL INFORMATION.
17. MAINTENANCE FOR TRAFFIC WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. ROAD CLOSURES WILL BE
ACCOMPANIED BY ROAD OPENINGS IN ACCORDANCE WITH THE MUTCD GUIDELINES AND THE FSSS, SECTION 156. THIS WORK SHALL BE
INCLUDED IN PAY ITEM 63501. THE C.O. SHALL BE NOTIFIED OF ANY ROAD CLOSURES ONE WEEK PRIOR.
18. REMOVE AND REPLACE EXISTING PERMANENT TRAFFIC CONTROL SIGNS AS NEEDED TO ACCOMPLISH CONSTRUCTION. THIS SHALL BE
INCLUDED IN PAY ITEMS 30304, 30315 AND 30318. SEE FSSS, SECTION 633 FOR ADDITIONAL INFO.
19. ALL EXISTING SIGNS (NATIONAL FOREST SIGNS, PROPERTY ADDRESS SIGNS, CAMP SITE SIGNS, ETC.) SHALL REMAIN IN PLACE.
CONTRACTOR SHALL NOT DISTURB SIGNS. IF SIGNS NEED TO BE REMOVED DURING CONSTRUCTION THEY SHALL BE REINSTALLED BY
THE CONTRACTOR. THIS WORK SHALL BE INCLUDED IN PAY ITEM 30304, 30315 AND 30318.
20. RIPRAP SHALL CONSIST OF 12 INCHES OF PLACED RIPRAP, CLASS 1 WITH EARTHWORK GEOTEXTILE, TYPE D.
21. THE CONTRACTOR SHALL NOTIFY DIGGERS HOTLINE (1-800-242-8511 OR DIAL 811 OR WWW.DIGGERSHOTLINE.COM) PRIOR TO THE
START OF WORK.
22. CULVERT PIPE BACKFILL SHALL BE INCLUDED IN PAY ITEMS 60201 AND 60202.
23. ALL CULVERT PIPE ARE TO BE SINGLE PIECE TO THE LENGTHS SHOWN IN THE PLANS. BANDING TO CONNECT LESSOR LENGTH
CULVERTS IS NOT PERMITTED. CONTRACTOR TO VERIFY LENGTHS PRIOR TO ORDERING CULVERTS AND PROVIDE
DOCUMENTATION TO THE C.O.
24. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING. CONSTRUCTION STAKING SHALL BE IN ACCORDANCE
WITH FSSS SECTION 152 AND FP-14 REQUIREMENTS.
25. THE CONTRACTOR SHALL REMOVE AND REPLACE SILT FENCE WITH BIODEGRADABLE FIBER ROLLS AT THE CONCLUSION OF THE
CONTRACT. THIS WORK SHALL BE INCLUDED IN PAY ITEM15713.
26. ASPHALTIC SURFACE MIX AND ASPHALT CEMENT SHALL BE INCLUDED IN PAY ITEM 40312. THE CONTRACTOR MAY USE A HIGHER MIX
(LT) WITH APPROVAL FROM THE C.O.
GROUND
EXISTING
M
I N
M
I N
REINFORCED
GEOTEXTILE
FABRIC
F L O
W
FABRIC TO FIT TRENCH,
BACKFILL AND COMPACT
TO EXISTING GRADE.
EXCAVATE MINIMUM 6"x 6"
TRENCH, FOLD GEOTEXTILE
NOT TO SCALE
M
I N
8'-0" MAX.
ATTACH FABRIC TO
POST WITH WIRE STAPLES
2"x 2" WOOD
OR STEEL
SUPPORT POST
EXISTING
GROUND
STANDARD SILT FENCE INSTALLATION
B E
G I N
P
R O
J E
C T
E N
D
P
R O
J E
C T
CULVERT SKEW DIAGRAM
L
C
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/8 /19
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2 T
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EASTERN REGION
NAMEKAGON
CAMPGROUND PAVING
CHEQUAMEGON -
NICOLET
NATIONAL FOREST
GREAT DIVIDE RANGER
DISTRICT
TYPICAL SECTIONS
AND
GENERAL NOTES
10/23/2018
NAMEKAGON CAMPGROUND
T.BACIAK
I.STAMPFLY
T.BACIAK
U28-18453
C-01
10 2
0.02 ft./ft.
2" Asphaltic Surface, Wisconsin DOT
C
E
X I S
T I N
G
R
O A
D
L
PROPOSED TYPICAL LIFT SECTION
PER PLAN
Varies* (5.5'-12.5')Varies* (5.5'-12.5') 1.0' 1.0'
Aggregate Base Lift*
0.02 ft./ft.
SCALE: NTS
Pay Limits of Full Depth Reclamation, Method 2
Roadway Aggregate, Shoulder Finishing
Existing Asphaltic Surface, depth varies 2" - 2.5"
Existing Aggregate Base, depth varies
NOTES:
· Depth of Aggregate Base lift varies; see alignment sheets. Place lift prior to pulverizing and relaying.
· Full Depth Reclamation shall include pulverizing and relaying the existing 2" - 2.5" Asphaltic Surface with
2" of the existing Aggregate Base plus the Aggregate
Base lift.
E
X
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1.0'1.0' Varies* (5.5'-12.5') Varies* (5.5'-12.5')
PER PLAN
PROPOSED TYPICAL SECTION w/o LIFT
L
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X I S
T I N
G
R
O A
D
Existing Asphaltic Surface, depth varies 2" - 2.5"
0.02 ft./ft.0.02 ft./ft.
SCALE: NTS
Pay Limits of Full Depth Reclamation, Method 2
2" Asphaltic Surface, Wisconsin DOT
Roadway Aggregate, Shoulder Finishing
Existing Aggregate Base, depth varies
NOTE: Full Depth Reclamation shall include pulverizing and relaying the existing 2" - 2.5" Asphaltic Surface with 2" of the existing aggregate base plus the aggregate base lift.
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/8 /19
:2
2 T
BA
CI
AK
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EASTERN REGION
NAMEKAGON
CAMPGROUND PAVING
CHEQUAMEGON -
NICOLET
NATIONAL FOREST
GREAT DIVIDE RANGER
DISTRICT
TYPICAL SECTIONS
AND
GENERAL NOTES
10/23/2018
NAMEKAGON CAMPGROUND
T.BACIAK
I.STAMPFLY
T.BACIAK
U28-18453
C-02
10 3
E
X
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S
T
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1.0'1.0' Varies* (5.5'-8.5') Varies* (5.5'-8.5')
PER PLAN
PROPOSED TYPICAL SECTION BOAT LAUNCH LOOP
L
C
E
X I S
T I N
G
R
O A
D
Existing Asphaltic Surface, depth varies 2" - 2.5"
0.02 ft./ft.0.02 ft./ft.
SCALE: NTS
Pay Limits of Full Depth Reclamation, Method 2
4" Asphaltic Surface, Wisconsin DOT
Roadway Aggregate, Shoulder Finishing
Existing Aggregate Base, depth varies
NOTE: Full Depth Reclamation shall include pulverizing and relaying the existing 2" - 2.5" Asphaltic Surface with 2" of the existing aggregate base.
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/8 /19
:2
2 T
BA
CI
AK
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G;
EASTERN REGION
NAMEKAGON
CAMPGROUND PAVING
CHEQUAMEGON -
NICOLET
NATIONAL FOREST
GREAT DIVIDE RANGER
DISTRICT
TYPICAL SECTIONS
AND
GENERAL NOTES
10/23/2018
NAMEKAGON CAMPGROUND
T.BACIAK
I.STAMPFLY
T.BACIAK
U28-18453
C-03
10 4
3'
Reflective
Marker
Ground Line
4x4 Treated
Timber
Front View
Ground Line
Side View
2"
3'
Bollard Detail
Not to Scale
2"
Reflective
Marker
Reflective Marker Detail
Not to Scale
3"
1.5"
1"
4"
1"
Notes:
· Place Reflective Marker on Bollard so it is visible to the direction of traffic.
· Reflective Marker shall be white 3" x 6" Type H Reflective Sheeting on
0.08" aluminum.
· Payment for Reflective Marker is included in the pay item for Bollard.
· Bollard locations shall be identified by the C.O.
A
A
20'
Aggregate Shoulder or excess Pulverized
Material as required
Main Road, 2" HMA Pavement
Pulverized & Relayed
HMA and Aggregate
Base Mixture
Section A-A
Campsite Approach Detail
Not to Scale
Edge of Pavement
45 Degree Angle or as directed by the C.O.
HMA Curb Detail
Not to Scale
1' Aggregate
Shoulder
Pulverized & Relayed
HMA and Aggregate
Base Mixture
2" HMA Pavement
1'
Notes:
· Curb shall be paid for at a unit price for Asphaltic, Curb, 3 inch.
· Exact limits of Asphaltic Curb shall be determined by the C.O.
· Additional gravel placed behind Asphaltic Curb shall be compacted in accordance with FSSS
Section 301 and FP-14.
· Additional Gravel will be sloped away from the
Asphaltic Curb, at a slope determined by the C.O.
4'
2" HMA Pavement
Existing Gravel
Shoulder
Additional
Aggregate Shoulder
4' HMA Approach
Excavate & remove existing material in campsite approach.
Compact Subgrade and place
6" of new Base Aggregate. Compact
Base Aggregate prior to placing 2" HMA
Approach
6"
Note: Payment for Excavation of existing material in campsite approach will be included in the item Full Depth Reclamation, Method 2.
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/8 /19
:2
2 T
BA
CI
AK
P :\U
-1
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SD
A
FS
-L
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PI
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LS
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AI
LS
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G;
EASTERN REGION
NAMEKAGON
CAMPGROUND PAVING
CHEQUAMEGON -
NICOLET
NATIONAL FOREST
GREAT DIVIDE RANGER
DISTRICT
DETAILS
AND
GENERAL NOTES
10/23/2018
NAMEKAGON CAMPGROUND
T.BACIAK
I.STAMPFLY
T.BACIAK
U28-18453
C-04
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/8 /19
:1
3 T
BA
CI
AK
P :\U
-1
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A
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PI
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AI
LS
.D W
G;
EASTERN REGION
NAMEKAGON
CAMPGROUND PAVING
CHEQUAMEGON -
NICOLET
NATIONAL FOREST
GREAT DIVIDE RANGER
DISTRICT
ESTIMATED
QUANTITIES AND
LOCATIONS
10/23/2018
NAMEKAGON CAMPGROUND
T.BACIAK
I.STAMPFLY
T.BACIAK
U28-18453
C-05
10 6
AutoCAD SHX Text
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/8 /19
:3
6 T
BA
CI
AK
P :\U
-1
U
SD
A
FS
-L
SA
T
NA
TI
ON
AL
F
OR
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A
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ID
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PL
AN
-V
IE
W
.D W
G;
EASTERN REGION
NAMEKAGON
CAMPGROUND PAVNG
CHEQUAMEGON -
NICOLET
NATIONAL FOREST
GREAT DIVIDE RANGER
DISTRICT
PLAN-VIEW SHEET
10/29/2018
NAMEKAGON CAMPGROUND
T.BACIAK
J. ALLEN
T.BACIAK
U28-18453
C-06
10 7
15+0010+005+000+00
STA. 0+15
Begin Road
Namekagon Campground
HMA/Agg. Match Point
STA. 1+00 RT
Start Pay Loop
STA. 3+16 RT
End Pay Loop
STA. 6+16
Remove 25' CMP
Install 26' x 24" Plastic Pipe Culvert
STA. 9+20
Remove 18" x 12" Elliptical Culvert
Install 40' of 21" x 15" Elliptical Culvert
STA. 10+80 LT
Start of Parking Lot
STA. 11+30 RT
Start of Launch Loop
STA. 11+90 LT
End of Parking Lot
STA. 12+20 RT
End of Road
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/8 /19
:3
9 T
BA
CI
AK
P :\U
-1
U
SD
A
FS
-L
SA
T
NA
TI
ON
AL
F
OR
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TS
A
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ID
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AL
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NM
EN
T.
DW
G;
EASTERN REGION
NAMEKAGON
CAMPGROUND PAVNG
CHEQUAMEGON -
NICOLET
NATIONAL FOREST
GREAT DIVIDE RANGER
DISTRICT
ALIGNMENT SHEET
LAUNCH ROAD
STA. 0+15 TO 12+20
10/23/2018
NAMEKAGON CAMPGROUND
T.BACIAK
I.STAMPFLY
T.BACIAK
U28-18453
C-07
10 8
0+00 5+00 10+00 15+00
Begin Loop 1
STA. 100+09
Namekagon Campground
HMA/ Agg. Match Point
STA. 103+95 RT & LT
Reconditioning Ditch, Begin
STA. 104+55 LT & Sta. 104+75 RT
Reconditioning Ditch, End
STA. 104+81
Remove 12" x 18" Elliptical
Install 40' Culvert, 15" x 21" Elliptical
STA. 111+25
Install 2.5 CYD Placed Riprap, Method A around each culvert end
STA. 112+03
End of Loop 1
HMA/Agg. Match Point
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/8 /19
:3
9 T
BA
CI
AK
P :\U
-1
U
SD
A
FS
-L
SA
T
NA
TI
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AL
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AL
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NM
EN
T.
DW
G;
EASTERN REGION
NAMEKAGON
CAMPGROUND PAVING
CHEQUAMEGON -
NICOLET
NATIONAL FOREST
GREAT DIVIDE RANGER
DISTRICT
ALIGNMENT SHEET
LOOP 1 STA. 100+09
TO STA. 112+03
10/23/2018
NAMEKAGON CAMPGROUND
T.BACIAK
I.STAMPFLY
T.BACIAK
U28-18453
C-08
10 9
30+0025+0020+0015+00
0+00 5+00 10+00 15+00
Begin Loop 2
STA. 200+09
Namekagon Campground
HMA/ Agg. Match Point
STA. 201+00 RT
New Host Campsite
Add Paved Approach
STA. 201+68 LT & RT
Parking Lot Begins
STA. 203+05 LT & RT
Parking Lot Ends
STA. 203+36
Remove Elliptical Culvert
Install 24' of 12" x 15" Culvert
STA. 203+65
Aggregate Base, 2" Lift Begins
STA. 206+86
Remove 12" CMP
Install 20' of 17" x 13" Culvert
Recondition Ditch, 10' Each End
STA. 207+60
Remove Pipe Culvert
STA. 210+75
Aggregate Base, 2" Lift Ends
STA. 212+91
Aggregate Base, 2" Lift Begins
STA. 214+15
Aggregate Base, 2" Lift Ends
STA. 216+25
Aggregate Base, 2" Lift Begins
Recondition Ditch RT Begins
STA. 217+25
Remove 8" CMP
Install 24', 10" Pipe Culvert
Ditch LT 70' from Culvert End
STA. 217+65
Recondition Ditch RT Ends
STA. 218+55
Aggregate Base, 2" Lift Ends
STA. 219+75
End of Loop 2
HMA/Agg. Match Point
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/8 /19
:3
9 T
BA
CI
AK
P :\U
-1
U
SD
A
FS
-L
SA
T
NA
TI
ON
AL
F
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A
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ID
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AM
PG
RO
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AL
IG
NM
EN
T.
DW
G;
EASTERN REGION
NAMEKAGON
CAMPGROUND PAVING
CHEQUAMEGON -
NICOLET
NATIONAL FOREST
GREAT DIVIDE RANGER
DISTRICT
ALIGNMENT SHEET
LOOP 2 STA. 200+09 TO
STA. 219+75
10/23/2018
NAMEKAGON CAMPGROUND
T.BACIAK
I.STAMPFLY
T.BACIAK
U28-18453
C-09
10 10
| Cover SH1 |
| Typicals & Details SH2 |
| Typicals & Details SH3 |
| Typicals & Details SH4 |
| Typicals & Details SH5 |
| Plan-View SH6 |
| Alignment SH7 |
| Alignment SH8 |
| Alignment SH9 |
| Typicals & Details-SH6.pdf |
| Sheets and Views |
| SH6 |
File details come from the government source that posted it.