Att. 05_CrazyWomanPlans (Option Item 2)-fully signed.pdf
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- Solicitation number
- 1132996_1
About this file
This document contains construction plans for the Crazy Woman Creek Corridor Upgrades project on Forest Service Road 33 in the Bighorn National Forest, Wyoming. The plans include rehabilitation of a bridge at milepost 4.21, road rehabilitation at mileposts 4.29, 4.45, and 4.88, and culvert replacement at milepost 4.55. The work involves installing gabion basket walls, placing crushed aggregate surface, and replacing drainage culverts. The plans provide detailed specifications, quantities, and drawings for the proposed construction activities. This document appears to be part of the solicitation package for the federal contract opportunity to perform the Crazy Woman Creek Corridor Upgrades project.
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BOZEMAN
WHEATLAND
CHEYENNE
LARAMIE
TORRINGTON
LUSKDOUGLAS
CASPER
RAWLINS
GREEN RIVER
KEMMERER
JACKSON
CODY
WORLAND
SHERIDAN
BUFFALO GILLETTE
SUNDANCE
NEWCASTLE
THERMOPOLIS
BASIN
LANDERPINEDALE
EVANSTON
YELLOWSTONE
NATIONAL
PARK
MT
WY
REGION TWO
©COPYRIGHT
MORRISON-MAIERLE, INC.
engineers surveyors planners scientists
MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
VICINITY MAP
T. 49 N., R. 83 W.
PROJECT LOCATION
SCALE: NO SCALE
SCALE: NO SCALE
T. 49 N.
T. 48 N.
R . 8
W
R
. 8
W
U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE, REGION TWO
PROPOSED ROADWAY REHABILITATION PLANS FOR:
CRAZY WOMAN CREEK CORRIDOR
UPGRADES
BID PACKAGE #3-OPTIONAL ITEM 2
NFSR 33 - M.P.'s 4.29, 4.45, & 4.88
BIGHORN NATIONAL FOREST
POWDER RIVER RANGER DISTRICT
JOHNSON COUNTY, WYOMING
THIS
PROJECT
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TO WORLAND
TO
B
U
FF
AL
O
US HIGHWAY 16
NFSR 33
AREA 4
AREA 7
AREA 3
DATE
APPROVED:
DATE
FOREST ENGINEER
ROAD PLANS, SPECIFICATIONS, AND COST ESTIMATES MEET
TECHNICAL REQUIREMENTS
REVIEWED AND RECOMMENDED BY:
DATE
REGIONAL STRUCTURAL ENGINEER
STRUCTURAL PLANS, SPECIFICATIONS, AND COST ESTIMATES
MEET TECHNICAL REQUIREMENTS
DATE
FOREST STAFF OFFICER FOR ENGINEERING ACTIVITIES
COMPLIES WITH TECHNICAL ROAD REQUIREMENTS AND
ENGINEERING STANDARDS
REGIONAL DIRECTOR OF ENGINEERING
COMPLIES WITH TECHNICAL STRUCTURAL REQUIREMENTS
AND ENGINEERING STANDARDS
DATE
DISTRICT RANGER
CONSISTENT WITH APPLICABLE REGULATORY AND
LAND MANAGEMENT PLAN REQUIREMENTS
GOVERNMENT FURNISHED:
CRUSHED AGGREGATE------- POLE CREEK PIT
AND HESS CREEK PIT
WASTE SITE------------------------ POLE CREEK PIT
INDEX TO SHEETS
No. DESCRIPTION
- TITLE 3
N&Q-3 GENERAL NOTES AND QUANTITIES
A3-1 STA 9+98 TO STA 11+40
A3-2 STA 11+40 TO STA 12+80
A3-3 CROSS SECTIONS A3 1 OF 1
A3-4 GABION BASKET ELEVATION - AREA 3
A4-1 STA 12+80 TO STA 14+40
A4-2 STA 14+60 TO STA 16+20
A4-3 CROSS SECTIONS A4 1 OF 1
A4-4 GABION BASKET ELEVATION - AREA 4
A7-1 STA 20+40 TO STA 22+00
A7-2 CROSS SECTIONS A7 1 OF 2
A7-3 CROSS SECTIONS A7 2 OF 2
A7-4 GABION BASKET ELEVATION - AREA 7
CUL-1 CULVERT DETAILS
GAB-1 GABION DETAILS (TYPICAL)
S e
Date:
GNIMOYW
nginE
Ja mes Scoleso l e ro fes si y
P e r & an r
Land urv o
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GENERAL NOTES:
PROJECT NAME: CRAZY WOMAN CREEK CORRIDOR UPGRADES
Drawn By:JAC Designed By:RDL
Drawing Checked:RDL Design Checked:DAJ Sheet: N&Q-3
CRAZY WOMAN CREEK CORRIDOR UPGRADES
NFSR 33, M.P. 4.29, 4.45, & 4.88
GENERAL NOTES AND QUANTITIES
©COPYRIGHT
MORRISON-MAIERLE, INC.
engineers surveyors planners scientists
MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
SPECIFICATIONS: CONSTRUCT THE PROJECT IN COMPLIANCE WITH FEDERAL
HIGHWAY ADMINISTRATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF
ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS" (FP-14) AND APPLICABLE
FOREST SERVICE SPECIAL SPECIFICATIONS (FSSS).
SLASH:
ALL VEGETATION REMOVED DURING CONSTRUCTION OF THE GABION BASKET
WALLS SHALL BE STOCKPILED. CONTRACTOR SHALL SCATTER STOCKPILED SLASH
ON FINISHED SLOPES AT THE DIRECTION OF THE CO.
ROAD STABILIZATION AND GABION BASKET CONSTRUCTION:
1. REFER TO FSSS 156 FOR COMPLETE REQUIREMENTS REGARDING TEMPORARY
TRAFFIC CONTROL.
2. CONTRACTOR SHALL SUBMIT AN EXCAVATION PLAN TO THE CO FOR APPROVAL.
PLAN SHALL INCLUDE DRAWINGS AND WRITTEN OUTLINE ILLUSTRATING AND
DESCRIBING EXCAVATION LIMITS, METHODS, EQUIPMENT, LOCATION OF
STOCKPILES, AND ESTIMATED QUANTITIES. EXCAVATION SHALL COMPLY WITH
OSHA EXCAVATION SOIL TYPING AND REQUIREMENTS. CHANGES TO THE
EXCAVATION LIMITS, DEWATERING METHODS OR OTHER ITEMS FOR
CONTRACTOR CONVENIENCE ARE THE RESPONSIBIITY OF THE CONTRACTOR
AND INCIDENTAL TO OTHER PAY ITEMS.
3. STRUCTURAL BACKFILLING IS INCIDENTAL TO PAY ITEMS 25301A, 23501B, AND
25301C, GABION BASKET INSTALLATION.
4. PAY ITEMS 25302X INCLUDES ALL TIME, MATIERALS, EQUIPMENT, TOOLS, AND
EFFORT TO CONSTRUCTION THE GABION BASKET RETAINING WALLS TO THE
DIMENSIONS SHOWN ON THE DRAWINGS AND INCLUDES ALL MATERIALS LISTED
IN THE SPECIFICATIONS INCLUDING BUT NOT LIMITED TO: WELDED WIRE
BASKETS, BASKET ROCK FILL, AND BACKFILL. PROVIDE BASKET ROCK FILL FROM
A COMMERCIAL SOURCE.
5. PAY ITEM 60201X, CROSS DRAIN CULVERT INSTALLATION, INCLUDES ALL TIME,
MATERIALS, EQUIPMENT, TOOLS, AND EFFORT TO INSTALL CROSS DRAIN
CULVERTS AND TO RESHAPE THE ROADSIDE DITCHES TO MEET THE CULVERT
INLETS.
6. SATURATED SOILS AND SOILS EXCAVATED AT THE SITE THAT ARE DEEMED
UNSUITABLE FOR BACKFILL SHALL BE HAULED AND DISPOSED OF AT THE
DESIGNATED WASTE SITE. A WASTE SITE SHALL BE IDENTIFIED WITHIN 5 MILES
OF THE PROJECT SITES.
7. ROAD SURFACING AGGREGATE IS GOVERNMENT FURNISHED AND CONTRACTOR
HAULED, PLACED, AND COMPACTED.
METHOD OF MEASUREMENT ACRONYMS
LSQ - LUMP SUM QUANTITY
CQ - CONTRACT QUANTITY
AQ - ACTUAL QUANTITY
REGION TWO
SUMMARY OF ESTIMATED QUANTITIES
ROAD REHABILITATION
PAY
ITEMS
DESCRIPTION METHOD OF MEASUREMENT UNIT QUANTITY
15101 MOBILIZATION LSQ LS 1
15201 CONSTRUCTION SURVEY AND STAKING LSQ LS 1
15713 SOIL EROSION AND POLLUTION CONTROL LSQ LS 1
20301 REMOVAL OF EXISTING GABION BASKETS, AREA 3 LSQ LS 1
25101 PLACED RIPRAP, CLASS 6 (COMMERCIAL SOURCE) CQ CY 15
25302a GABION BASKET INSTALLATION, AREA 3 CQ CY 54
25302b GABION BASKET INSTALLATION, AREA 4 CQ CY 128
25302c GABION BASKET INSTALLATION, AREA 7 CQ CY 105
30207a ROADWAY SURFACE GRAVEL COURSE, AREA 3 (GOVERNMENT SOURCE) CQ CY 15
30207b ROADWAY SURFACE GRAVEL COURSE, AREA 4 (GOVERNMENT SOURCE) CQ CY 30
30207c ROADWAY SURFACE GRAVEL COURSE, AREA 7 (GOVERNMENT SOURCE) CQ CY 25
60701 CROSS DRAIN CULVERT INSTALLATION, AREA 3 CQ FT 26
60201a CROSS DRAIN CULVERT INSTALLATION, AREA 4 CQ FT 26
60201b REMOVING, CLEANING AND STOCKPILING CULVERT CQ FT 62
63501 TEMPORARY TRAFFIC CONTROL LSQ LS 1
10+00 10+00
10+20
10+40
10+60
10+80
11+00
11+20
11+40
CMP-CULV-INVERT
N= 1671273.6835 E= 1439195.3255
ELEV= 6179.02
CMP-CULV-INVERT
N= 1671298.9274 E= 1439189.0854
ELEV= 6177.14
CONROL POINT TABLE
PNT. # NORTHING
1671409.25
EASTING
1440142.58
ELEV.
6127.148
DESC.
CP OPUS POINT
1671282.41
1671970.12
1671926.64
1439171.51
1440945.37
1440816.46
6180.164
6070.701
6077.685
CP 60D NAIL
CP 60D NAIL
CP 60D NAIL
0+00 0+34
TOP OF GABION WALL
BOTTOM OF EXISTING
GABION WALL
EXISTING 38'-0" x 18"
DIA CULVERT TO BE
REMOVED AND
DISPOSED OF
NOTES:
1. CUT AWAY AND REMOVE FROM SITE
OLD/EXCESS WIRE IN THE CREEK AND WITHIN
3 FEET OF CREEK BANKLINE.
2. CONTRACTOR TO REMOVE 12" OF ROCK FROM
THE EXISTING DOWNSTREAM-MOST GABION
BASKET. LEAVE OTHER EXISTING GABION
BASKETS UNDISTURBED.
3. REMOVE EXISTING CROSS DRAIN CULVERT.
ROAD ℄
EDGE OF ROAD
EDGE OF CREEK
CREEK
EXISTING ROAD
ROAD WIDENING
10 20510 0
SCALE IN FEET
PROPOSED 18" CMP
CROSS DRAIN CULVERT
Drawn By:SJM Designed By:DAJ
Drawing Checked:KF Design Checked:KF©COPYRIGHT
MORRISON-MAIERLE, INC.
engineers surveyors planners scientists
MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
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Sheet: A3-1
CRAZY WOMAN CREEK CORRIDOR UPGRADES
NFSR 33, ROADWAY REHABILITATION
STA 9+98 TO STA 11+40
CRAZY
WOMAN
CREEK
REROUTED DITCH TO
NEW CULVERT INLET
REGION TWO
DITCH RELIEF CULVERT PROFILE
SCALE: 1" = 10'
TOE 327
TOE
TOE
TOE
TOE
10102
11+20
11+40
11+60
11+80
12+00
+2
0 12 +4
+6
+8
756170
CMP-CULV-INVERT
N= 1671374.5735 E= 1439366.4613
ELEV= 6165.49
C M
P- C
U
LV
-IN
VE
R T
N
5.
E=
.7
EL
EV
.7
10 20510 0
SCALE IN FEET
Drawn By:SJM Designed By:DAJ
Drawing Checked:KF Design Checked:KF©COPYRIGHT
MORRISON-MAIERLE, INC.
engineers surveyors planners scientists
MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
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Sheet: A3-2
CRAZY WOMAN CREEK CORRIDOR UPGRADES
NFSR 33, ROADWAY REHABILITATION
STA 11+40 TO STA 12+80
CRAZY
WOMAN
CREEK
REGION TWO
STA. 10+00
0 10 200-10-20
STA. 10+20
0 10 200-10-20
STA. 10+40
0 10 200-10-20
STA. 10+60
0 10 200-10-20
STA. 10+80
0 10 200-10-20
STA. 11+00
0 10 200-10-20
STA. 11+20
0 10 200-10-20
STA. 11+40
0 10 200-10-20
STA. 11+60
0 10 200-10-20
O/S: 10.85' LT
EL: 6170.60
O/S: 11.56' LT
EL: 6170.60
O/S: 11.16' LT
EL: 6169.10
O/S: 12.93' LT
EL: 6167.60
Drawn By:JAC Designed By:RDL
Drawing Checked:RDL Design Checked:DAJ©COPYRIGHT
MORRISON-MAIERLE, INC.
engineers surveyors planners scientists
MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
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Sheet: A3-3
CRAZY WOMAN CREEK CORRIDOR UPGRADES
NFSR 33, ROADWAY REHABILITATION
CROSS SECTIONS A3 1 OF 1
1.
1.
CONSTRUCTION POINT TABLE
PNT. #
10001
10002
10003
10004
10005
10006
10007
10008
NORTHING
1671298.98
1671296.80
1671317.02
1671314.78
1671328.95
1671326.77
1671340.94
1671338.75
EASTING
1439190.92
1439192.98
1439211.13
1439213.12
1439224.49
1439226.55
1439237.92
1439239.98
ELEV.
6170.60
6170.43
6169.10
6168.93
6167.60
6167.43
6167.60
6167.43
DESC.
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
Drawn By:TMM Designed By:RDL
Drawing Checked:RDL Design Checked:DAJ©COPYRIGHT
MORRISON-MAIERLE, INC.
engineers surveyors planners scientists
MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
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Sheet: A3-4
CRAZY WOMAN CREEK CORRIDOR UPGRADES
NFSR 33, 4.29
GABION BASKET ELEVATION - AREA 3
STA. 10+60
STA. 10+80
STA. 11+00
STA. 11+20
6176.60'
6170.60'
6173.60'
6167.60'
GENERAL NOTES
1. GABION WALL STEPS SHALL BE A MINIMUM OF 18" INCHES
ROAD SURFACE
REGION TWO
CLEARING LIMITS
FILL SLOPE1.5:1
EXISTING ROADBED
CRUSHED
AGGREGATE 4"
COMPACTED DEPTH
PROFILE GRADE
3%
5'-0"
CLEAR BRUSH AND TREES 5'-0"
PAST EDGE OF FILL SLOPE (TYP.
BOTH SIDES OF ROADWAY) SEE
SPECIAL PROVISIONS
12" @ 3:1
3%
FILL SLOPE
1.5:1
12" @ 3:1
TYPICAL ROAD CROSS SECTION
SCALE: N.T.S.
VARIES
SEE TABLE
VARIES
SEE TABLE
VARIES SEE TABLE
DEPTH
VARIES
ROADWAY SURFACE TABLE
ROAD NO. FROM STA. TO STA. RL LANE WIDTH LT LANE WIDTH CROSS SLOPE
NFSR 33 10+00 10+20 M.E TO 7'-6" M.E TO 7'-6" M.E. TO 3%
NFSR 33 10+20 10+60 7'-6" TO 7-0" 7'-6" TO 7-0" 3%
NFSR 33 10+60 11+60 7'-0" TO 7'-6" 7'-0" TO 7'-6" 3%
NFSR 33 11+60 11+80 7'-6" TO 8'-0" 7'-6" TO 7'-0" 3%
NFSR 33 11+80 12+00 8'-0" TO 8'-6" 7'-0" TO 6'-6" 3%
NFSR 33 12+00 12+20 8'-6" TO 6-6" 6'-6" 3% CROSS SLOPE
NFSR 33 12+20 12+60 6'-6" 6'-6" 3%
NFSR 33 12+60 12+80 6'-6" TO 7'-0" 6'-6" TO 7'-0" 3%
AutoCAD SHX Text
CMPT TOP
TOE
TOE
TOE
TOE
TOE
TOE
TOE
TOE 6154.871
6155.539
10102
6 10108
+2
+4
+6
+8
+0
+2
+4
+6
+8
+0
+2
+4
+6
+8
+0
+2
+4
CONROL POINT TABLE
PNT. # NORTHING EASTING ELEV. DESC.
1671348.49
1671282.41
1439248.81
1439171.51
6174.400
6180.164
CP 60D NAIL
CP 60D NAIL
0+00 0+31
ROAD ℄
EDGE OF ROAD
EDGE OF CREEK
CREEK
EXISTING ROAD
ROAD WIDENING
EXISTING 19'-0" x 18" DIA
CMP CROSS DRAIN
CULVERT TO BE
REMOVED
20 401020 0
SCALE IN FEET
Drawn By:SJM Designed By:DAJ
Drawing Checked:KF Design Checked:KF©COPYRIGHT
MORRISON-MAIERLE, INC.
engineers surveyors planners scientists
MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
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Sheet: A4-1
CRAZY WOMAN CREEK CORRIDOR UPGRADES
NFSR 33, ROADWAY REHABILITATION
STA 12+80 TO STA 14+40
CRAZY
WOMAN
CREEK
PROPOSED 18" CMP
CROSS DRAIN CULVERT
REROUTED DITCH TO
NEW CULVERT INLET
REGION TWO
DITCH RELIEF CULVERT PROFILE
SCALE: 1" = 10'
CMPT TOP
CMPT TOP
CMPT TOP
+6
+8
+0
+2
+4
+6
0 15 +8
+0
Drawn By:SJM Designed By:DAJ
Drawing Checked:KF Design Checked:KF©COPYRIGHT
MORRISON-MAIERLE, INC.
engineers surveyors planners scientists
MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
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Sheet: A4-2
CRAZY WOMAN CREEK CORRIDOR UPGRADES
NFSR 33, ROAD REHABILITATION
STA 14+60 TO STA 16+20
CRAZY
WOMAN
CREEK
PROPOSED BRIDGE
(SEE BRIDGE PLANS)
EXISTING CULVERT
TO BE REMOVED (SEE
BRIDGE PLANS)
STA. 12+80
0 10 200-10-20
STA. 13+00
0 10 200-10-20
STA. 13+20
0 10 200-10-20
STA. 13+40
0 10 200-10-20
STA. 13+60
0 10 200-10-20
STA. 13+80
0 10 200-10-20
STA. 14+00
0 10 200-10-20
STA. 14+20
0 10 200-10-20
STA. 14+40
0 10 200-10-20
STA. 12+60
0 10 200-10-20
O/S: 12.20' LT
EL: 6157.50
O/S: 11.50' LT
EL: 6159.00
O/S: 11.53' LT
EL: 6157.50
O/S: 11.29' LT
EL: 6157.50
O/S: 12.02' LT
EL: 6156.00
O/S: 11.87' LT
EL: 6156.00
O/S: 11.39' LT
EL: 6154.50
Drawn By:SJM Designed By:DAJ
Drawing Checked:KF Design Checked:KF©COPYRIGHT
MORRISON-MAIERLE, INC.
engineers surveyors planners scientists
MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
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Sheet: A4-3
CRAZY WOMAN CREEK CORRIDOR UPGRADES
NFSR 33, ROADWAY REHABILITATION
CROSS SECTIONS A4 1 OF 1
PROPOSED 18" CMP
CROSS DRAIN CULVERT
CONSTRUCTION POINT TABLE
PNT. #
10101
10102
10103
10104
10105
10106
10107
10108
10109
10110
10111
10112
NORTHING
1671392.12
1671389.15
1671388.40
1671385.43
1671382.21
1671379.23
1671381.57
1671378.57
1671379.11
1671376.11
1671378.29
1671375.29
EASTING
1439391.33
1439390.92
1439418.07
1439417.66
1439462.64
1439462.23
1439471.47
1439471.34
1439525.42
1439525.28
1439543.40
1439543.26
ELEV.
6159.00
6158.83
6157.50
6157.33
6157.50
6157.33
6156.00
6155.83
6154.50
6154.33
6154.50
6154.33
DESC.
GABION BOTTOM
GABION BOTTOM
GIBION BOTTOM
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
Drawn By:JAC Designed By:RDL
Drawing Checked:RDL Design Checked:DAJ©COPYRIGHT
MORRISON-MAIERLE, INC.
engineers surveyors planners scientists
MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
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Sheet: A4-4
CRAZY WOMAN CREEK CORRIDOR UPGRADES
NFSR 33, 4.45
GABION BASKET ELEVATION - AREA 4
STA. 12+80
STA. 13+00
STA. 13+20
STA. 13+40
STA. 13+60
STA. 13+80
STA. 14+00
STA. 14+20
6165.00'
6159.00'
GENERAL NOTES
1. GABION WALL STEPS SHALL BE A MINIMUM OF 18" INCHES
6154.50'
6160.50'
ROAD SURFACE
REGION TWO
CLEARING LIMITS
FILL SLOPE1.5:1
EXISTING ROADBED
CRUSHED
AGGREGATE 4"
COMPACTED DEPTH
PROFILE GRADE
3%
5'-0"
CLEAR BRUSH AND TREES 5'-0"
PAST EDGE OF FILL SLOPE (TYP.
BOTH SIDES OF ROADWAY) SEE
SPECIAL PROVISIONS
12" @ 3:1
3%
FILL SLOPE
1.5:1
12" @ 3:1
TYPICAL ROAD CROSS SECTION
SCALE: N.T.S.
VARIES
SEE TABLE
VARIES
SEE TABLE
VARIES SEE TABLE
DEPTH
VARIES
ROADWAY SURFACE TABLE
ROAD NO. FROM STA. TO STA. RL LANE WIDTH LT LANE WIDTH CROSS SLOPE
NFSR 33 12+80 14+20 7'-0" 7'-0" 3%
NFSR 33 14+20 14+37.78 7'-0" TO M.E. 7'-0" TO M.E. 3% TO M.E.
NFSR 33 15+40 15+60 M.E TO 7'-6" M.E TO 7'-6" M.E. TO 3%
NFSR 33 15+60 15+79.05 7'-6" TO 8'-0" 7'-6" TO 8'-0" 3%
NFSR 33 15+79.05 16+52.55 BRIDGE BRIDGE 0%
20+60
20+80
21+00
21+20
+4
0 21 +6
0 21 +8
+0
CONROL POINT TABLE
PNT. # NORTHING EASTING ELEV. DESC.
1671970.12
1671926.64
1440945.37
1440816.46
6070.701
6077.685
CP 60D NAIL
CP 60D NAIL
ROAD ℄
EDGE OF ROAD
EDGE OF CREEK
CREEK
EXISTING ROAD
ROAD WIDENING
10 20510 0
SCALE IN FEET
Drawn By:SJM Designed By:DAJ
Drawing Checked:KF Design Checked:KF©COPYRIGHT
MORRISON-MAIERLE, INC.
engineers surveyors planners scientists
MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
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Sheet: A7-1
CRAZY WOMAN CREEK CORRIDOR UPGRADES
NFSR 33, ROADWAY REHABILITATION
STA 20+40 TO STA 22+00
CRAZY WOMAN CREEK
STA. 20+00
0 10 200-10-20
STA. 20+20
0 10 200-10-20
STA. 20+40
0 10 200-10-20
STA. 20+60
0 10 200-10-20
STA. 20+80
0 10 200-10-20
STA. 21+00
0 10 200-10-20
O/S: 11.38' RT
EL: 6070.94
O/S: 11.97' RT
EL: 6068.91
O/S: 10.81' RT
EL: 6068.91
MATCH
EXISTING
Drawn By:SJM Designed By:DAJ
Drawing Checked:KF Design Checked:KF©COPYRIGHT
MORRISON-MAIERLE, INC.
engineers surveyors planners scientists
MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
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Sheet: A7-2
CRAZY WOMAN CREEK CORRIDOR UPGRADES
NFSR 33, ROADWAY REHABILITATION
CROSS SECTIONS A7 1 OF 2
STA. 21+20
0 10 200-10-20
STA. 21+40
0 10 200-10-20
STA. 21+60
0 10 200-10-20
STA. 21+80
0 10 200-10-20
STA. 22+00
0 10 200-10-20
STA. 22+20
0 10 200-10-20
O/S: 10.25' RT
EL: 6066.91
O/S: 10.15' RT
EL: 6066.91
O/S: 11.23' RT
EL: 6065.00
O/S: 10.93' RT
EL: 6064.91
MATCH
EXISTING
MATCH
EXISTING
Drawn By:SJM Designed By:DAJ
Drawing Checked:KF Design Checked:KF©COPYRIGHT
MORRISON-MAIERLE, INC.
engineers surveyors planners scientists
MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
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Sheet: A7-3
CRAZY WOMAN CREEK CORRIDOR UPGRADES
NFSR 33, ROADWAY REHABILITATION
CROSS SECTIONS A7 2 OF 2
CONSTRUCTION POINT TABLE
PNT. #
10301
10302
10303
10304
10305
10306
NORTHING
1671919.95
1671917.38
1671929.16
1671926.58
1671947.56
1671944.98
EASTING
1440809.68
1440811.22
1440825.15
1440826.69
1440856.09
1440857.63
ELEV.
6070.53
6070.90
6068.53
6068.90
6066.53
6066.90
DESC.
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
10307
10308
10309
10310
10311
10312
1671952.24
1671949.51
1671961.37
1671958.45
1671967.12
1671964.16
1440863.95
1440865.23
1440889.66
1440890.41
1440925.34
1440925.82
6066.53
6066.90
6064.53
6064.90
6064.53
6064.90
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
GABION BOTTOM
Drawn By:JAC Designed By:RDL
Drawing Checked:RDL Design Checked:DAJ©COPYRIGHT
MORRISON-MAIERLE, INC.
engineers surveyors planners scientists
MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
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Sheet: A7-4
CRAZY WOMAN CREEK CORRIDOR UPGRADES
NFSR 33, 4.88
GABION BASKET ELEVATION - AREA 7
STA. 20+80
STA. 21+00
STA. 21+20
STA. 21+40
6074.53' 6072.53'
6076.53'
STA.21+60
6070.53'
6068.53'
6070.53'
6066.53' 6064.53'
STA. 21+80
STA. 22+00
STA. 20+60
ROAD SURFACE
REGION TWO
ROADWAY SURFACE TABLE
ROAD NO. FROM STA. TO STA. RL LANE WIDTH LT LANE WIDTH CROSS SLOPE
NFSR 33 20+40 20+60 M.E. TO 6'-6" M.E. TO 6'-6" M.E. TO 3%
NFSR 33 20+60 20+80 6'-6" TO 7'-0" 6'-6" TO 7'-0" 3%
NFSR 33 20+80 21+80 7-0" 7-0" 3%
NFSR 33 21+80 21+90 7'-0" TO M.E. 7'-0" TO M.E. 3% TO M.E.
CLEARING LIMITS
FILL SLOPE1.5:1
EXISTING ROADBED
CRUSHED
AGGREGATE 4"
COMPACTED DEPTH
PROFILE GRADE
3%
5'-0"
CLEAR BRUSH AND TREES 5'-0"
PAST EDGE OF FILL SLOPE (TYP.
BOTH SIDES OF ROADWAY) SEE
SPECIAL PROVISIONS
12" @ 3:1
3%
FILL SLOPE
1.5:1
12" @ 3:1
VARIES
SEE TABLE
VARIES
SEE TABLE
VARIES SEE TABLE
DEPTH
VARIES
TOP OF CUT
NORMAL
DITCH LINE
ROAD
SHOULDER
DITCH
BLOCK
RIPRAP
1 X Ø
2 X Ø
D
IA
. P
LU
S 6"
DITCH BLOCK
ROAD SURFACE
DIA. PLUS 1-'6"
M
IN
. 6
ROAD GRADE
CULVERT
Ø
M
IN
. 6
NATIVE
MATERIAL
RIPRAP
WHERE
SPECIFIED
12"
MIN.
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SECTION B-B
NOT TO SCALE
Drawn By:TMM Designed By:TMM
Drawing Checked:DAJ Design Checked:DAJ©COPYRIGHT
MORRISON-MAIERLE, INC.
engineers surveyors planners scientists
MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801 Sheet: CUL-1
CRAZY WOMAN CREEK CORRIDOR UPGRADES
NFSR 33
CULVERT DETAILS
REGION TWO
CATCH BASIN DETAIL
NOT TO SCALE
ROADWAY
FINISHED
GRADE
RIPRAP
CULVERT
B
B
2 Ø
2 Ø
3 Ø
1 Ø
EXISTING
GROUND OR
STREAMBED
INLET
RIPRAP
WHEN
SPECIFIED
1V:1.5H
12" MINIMUM COVER
ROADWAY
FINISHED
GRADE
1V:1.5H
1% MIN.IMUM
CULVERT
GRADE
DO NOT RAISE
OUTLET ABOVE
ORIGINAL GROUND
OR STREAMBED.
AHEAD STATIONROAD℄
SKEW DIAGRAM
NOT TO SCALE
CULVERT DETAIL
NOT TO SCALE
OUTLET RIPRAP DETAIL
NOT TO SCALE
2 Ø MIN.
1-1.5 X Ø
SECTION A-A
NOT TO SCALE
CATCH BASIN ELEVATION
NOT TO SCALE
A
A
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COMPACTED ROADWAY
FILL RESERVED FROM
EXCAVATION FOR GABION
BASKET PLACEMENT. IF
ADEQUATE RESOURCES
ARE NOT AVAILABLE,
PROVIDE ROADWAY
BACKFILL IN ACCORDANCE
WITH ITEM 20431,
ROADWAY BACKFILL
RESIDUAL TO ITEM 25302X.
4" CRUSHED GRAVEL BASE
(6° SLOPE)
MINIMUM 3' EMBEDMENT
3:1 OUTSLOPE (TO DRAIN)
6'-0"
4'-6"
3'-0"
(TYP)
4" ROAD GRAVEL
4" DRAIN
3-TIER, 9' LENGTH GABION
MACCAFERRI, MODULAR GABION
OR APPROVED OTHER
FILL SLOPE STABILIZATION
GABION WALL DETAIL (PROFILE)
NOT TO SCALE
EXTEND EROSION MAT
25' DOWNSLOPE
EROSION MAT
MACMAT N10 OR
APPROVED OTHER
GEOTEXTILE
RECEIVING BASKET
DETACH WIRE TO
DIMENSION SHOWN
IN DETAIL BELOW
PROVIDING BASKET
INSERT INTO RECEIVING
BASKET UNTIL ALL SIDES
MEET
FIT BASKETS TO
RADIUS SHOWN ON
THE DRAWINGS
ATTACH BASKETS ALONG
LEADING EDGES OF MODIFIED
RECEIVING BASKET
GABION BASKET MODIFICATION
NOT TO SCALE
WIRE MESH ANCHOR SYSTEM (TYP.)
CONNECT TO EACH GABION TIER
COMPACT BACKFILL UNIFORMLY
WIRE MESH ANCHOR SYSTEM
MAXIMIZE LENGTH EQUAL TO
EXCAVATION OR UP TO 12 FT.
INSTALL PER MANUFACTURERS
RECOMMENDATIONS.
6" SLEEVE INSTALLED
IN GABION, FILL WITH
CONCRETE AROUND
METAL POST
TYPE 3 OBJECT MARKER (TYP)
DOUBLE SIDED
MOUNT ON METAL POST
PER MUTCD
(1) OM-3L, (1) OM-3R
Drawn By:JAC Designed By:RDL
Drawing Checked:RDL Design Checked:DAJ©COPYRIGHT
MORRISON-MAIERLE, INC.
engineers surveyors planners scientists
MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801
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Sheet: GAB-1
CRAZY WOMAN CREEK CORRIDOR UPGRADES
NFSR 33
GABION DETAILS (TYPICAL)
703.03 (a) GRANULAR BACKFILL
AND CLASS 1, NON-WOVEN TYPE A
GEOTEXTILE
3"-0"
CROSS DRAIN CULVERT
NOT TO SCALE
DRAINAGE DRAINAGE
18" CROSS DRAIN CULVERT
AS STAKED
45° MAX
AS STAKED
45° MAX
DITCH
RIPRAP
ROAD WITHOUT DITCH ROAD WITH DITCH
10:V
1:H
REGION TWO
SUITABLE SOILS FOR GABION BASKET PLACEMENT INCLUDES BEDROCK, WEATHERD BEDROCK,
GRAVELS, SANDS, COBBLES, AND/OR BOULDERS. IF SATURATED OR COMPRESSIVE SOILS ARE
ENCOUNTERED, NOTIFY C.O. IMMEDIATELY.
6°
6°
| Sheets and Views |
| G-1 CRAZY WOMAN CORRIDOR COVER & INDEX SHEET |
| G-2 PROJECT KEY MAP |
| G-3 SITE PLAN - AREAS 1 & 2 |
| G-4 SITE PLAN - AREAS 3 & 4 |
| G-5 SITE PLAN - AREAS 5 & 6 |
| G-6 SITE PLAN - AREA 7 |
| - TITLE 1 |
| A1-1 EXISTING SITE CONDITIONS |
| A1-2 ROAD PLAN & PROFILE |
| N&Q-1 GENERAL NOTES & ESTIMATED QTY'S |
| A1-3 BRIDGE GENERAL LAYOUT |
| A1-4 FOUNDATION & RIPRAP DETAILS |
| A1-5 ABUTMENT DETAILS |
| A1-6 FRAMING PLAN |
| A1-7 STEEL DETAILS |
| A1-8 DECK DETAILS |
| A1-9 FIELD SPLICE DETAILS |
| A1-10 BRIDGE APPROACH RAIL LAYOUT |
| A1-11 TYPE T-101 BRIDGE RAIL DETAILS |
| A1-12 STANDARD BRIDGE APPROACH DETAILS 1 OF 2 |
| A1-13 STANDARD BRIDGE APPROACH DETAILS 2 OF 2 |
| A1-14 ROAD CROSS SECTIONS 1 OF 2 |
| A1-15 ROAD CROSS SECTIONS 2 OF 2 |
| - TITLE 2 |
| N&Q-2 GENERAL NOTES AND QUANTITIES |
| A2-1 CONCRETE REPAIRS |
| A2-2 GUARDRAIL LAYOUT |
| A2-3 BRIDGE RAIL REHABILITATION |
| A2-4 STANDARD BRIDGE APPROACH DETAILS 1 OF 2 |
| A2-5 STANDARD BRIDGE APPROACH DETAILS 2 OF 2 |
| - TITLE 3 |
| N&Q-3 GENERAL NOTES AND QUANTITIES |
| A3-1 STA 9+98 TO STA 11+40 |
| A3-2 STA 11+40 TO STA 12+80 |
| A3-3 CROSS SECTIONS A3 1 OF 1 |
| A3-4 GABION BASKET ELEVATION - AREA 3 |
| A4-1 STA 12+80 TO STA 14+40 |
| A4-2 STA 14+60 TO STA 16+20 |
| A4-3 CROSS SECTIONS A4 1 OF 1 |
| A4-4 GABION BASKET ELEVATION - AREA 4 |
| A7-1 STA 20+40 TO STA 22+00 |
| A7-2 CROSS SECTIONS A7 1 OF 2 |
| A7-3 CROSS SECTIONS A7 2 OF 2 |
| A7-4 GABION BASKET ELEVATION - AREA 7 |
| CUL-1 CULVERT DETAILS |
| GAB-1 GABION DETAILS (TYPICAL) |
| TITLE-4 |
| N&Q-4 GENERAL NOTES AND ESTIMATED QUANTITIES |
| A5-1 EXISTING SITE CONDITIONS |
| A5-2 ROAD PLAN AND PROFILE |
| A5-3 BRIDGE GENERAL LAYOUT |
| A5-4 FOUNDATION AND RIPRAP DETAILS |
| A5-5 ABUTMENT DETAILS |
| A5-6 FRAMING PLAN |
| A5-7 STEEL DETAILS |
| A5-8 DECK DETAILS |
| A5-9 FIELD SPLICE DETAILS |
| A5-10 BRIDGE APPROACH RAIL LAYOUT |
| A5-11 TYPE T-101 BRIDGE RAIL DETAILS |
| A5-12 STANDARD BRIDGE APPROACH DETAILS 1 OF 2 |
| A5-13 STANDARD BRIDGE APPROACH DETAILS 2 OF 2 |
| A5-14 CROSS SECTIONS 1 OF 3 |
| A5-15 CROSS SECTIONS 2 OF 3 |
| A5-16 CROSS SECTIONS 3 OF 3 |
| A6-1 STA 16+40 TO STA 17+80 |
| A6-2 GABION BASKET ELEVATION - AREA 6 |
| A6-3 GABION DETAILS |
| 2024-06-04T13:27:02-0600 | |
| CHRISTOPHER WOLFFING |
| 2024-06-04T13:27:27-0600 | |
| CHRISTOPHER WOLFFING |
| 2024-06-05T05:58:15-0600 | |
| JASON HEFTER |
| 2024-06-05T07:32:57-0600 | |
| ROGER PRITCHETT |
| 2024-06-07T14:35:07-0600 | |
| WAYNE BERRETT |
File details come from the government source that posted it. Updated .