Shields River Road_Drawings.pdf
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- Solicitation number
- AG-0398-S-09-0010
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American Recovery & Reinvestment Act (ARRA) funded project. USDA FOREST SERVICE - Gallatin National Forest - Shields River Road - DRAWINGS - OVER 30MB - 109 PAGES. IF UNABLE TO DOWNLOAD, PLEASE CALL GARY STEPHENS AT 406-587-6774.
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STATE
SHEET
NUMBER
MT B.1
Item Estimated C. Typical D. Plan & E. Approach F. Drainage G. Erosion H. Guardrail I. Fences, J. Traffic K. Misc.
Number Pay Item Measurement Pay Unit Quantity Section Profile Roads/Parking Details Details Gates Control Details
15101 Mobilization LSQ Lump sum 1
15401 Contractor testing LSQ Lump sum 1
15501 Construction Schedule LSQ Lump sum 1
15706 Temporary culvert pipe DQ Foot 274
15707 Bales, straw AQ Each 20 20
15708 Check Dams AQ Each 77 77
15709 Sandbags DQ Each 775
15710 Sediment traps AQ Each 17 17
15712 Plastic lining DQ Square yard 240
15713 Soil Erosion & Pollution Control LSQ Lump sum 1
15722 Straw wattle AQ Foot 16,310 16310
PROJECT
SHIELDS RIVER ROAD
N. Material
Source
M. (NOT USED)L. Bridge
Details
/2
V a u g h n A n d e rs o n
15722 Straw wattle AQ Foot 16,310 16310
15802 Watering for dust control LSQ Lump sum 1
20101 Clearing and grubbing DQ Acre 2.0 2.0
20301A Removal of existing timber bridge AQ Each 1 1
20301B Removal of existing culverts AQ Each 12 12
20301C Removal of existing cattleguards AQ Each 5 5
20301D Removal of existing irrigation control structures AQ Each 2 2
20301E Removal of existing gates AQ Each 11 11
20302A Removal of existing fence AQ Foot 14,343 14343
20302B Removal of guardrail AQ Foot 125 125
20304 Removal of existing concrete bridge curb, wingwalls, caps LSQ Lump sum 1
20401 Roadway excavation DQ Cubic yard 19,520 19111 409
20404 Unclassified borrow DQ Cubic yard 24,682 24682
20419 Drainage excavation, type irrigation ditch AQ Foot 5,125 5125
20431 Permeable backfill DQ Cubic yard 3,552 3552
20432 Conserve Topsoil LSQ Lump sum 1
20503 Blasting LSQ Lump sum 1
20701 Earthwork geotextile type II-A (Non-woven) DQ Square yard 64,950 64950
25101A Placed riprap class 3 DQ Cubic yard 153 150 3
25101B Placed riprap class 5 DQ Cubic yard 545 435 110
J a s o n S to n e
/2
C h e c k e d b y
25101B Placed riprap class 5 DQ Cubic yard 545 435
25101C Placed riprap class 6 DQ Cubic yard 40 40
26201 Geogrid category 1 DQ Square yard 2,464 2464
30330 Ditch and roadbed reconditioning AQ Foot 2,006 2006
32002 Stockpiled aggregate, Section 703c, grading G DQ Cubic yard 10,000
32005 Preparation of stockpile site LSQ Lump sum 1
32103 Aggregate base, grading D, compaction method F DQ Cubic yard 5,029 5029
32107 Subbase grading A, compaction method C DQ Cubic yard 14,610 14610
32111 Aggregate surface course, grading G, compaction method F DQ Cubic yard 13,315 12758 557
32130 Furnishing and applying 77% calcium chloride flake, method B DQ Ton 139.7 139.7
40301 Hot asphalt concrete pavement class B, grading D DQ Ton 3,279 3262 17
40305 Asphalt cement, grade PG 58-28 DQ Ton 197 196 1
40901 Surface treatment aggregates designation 1C DQ Ton 338 338
40904 Emulsified asphalt grade CRS-2P DQ Ton 46 46
55101 HP 10x42 Steel Piles, driven AQ Foot 150
55109 HP 10x42 Steel Piles, furnished AQ Foot 180
55201 Structural Concrete, Class A(AE) DQ Cubic Yard 16
55301 Precast, prestressed concrete structural, members Bulb-Tee Beams DQ Each 3
55304 Precast concrete member, irrigation control structure AQ Each 2 2
55305 Precast concrete structure, box culvert, wingwalls LSQ Lump sum 1 1
10000
D e s ig n e d b y
55401 Reinforcing Steel DQ Pounds 400
55604 Remove and reset bridge railing LSQ Lump sum 1
55605 Bridge Approach Railing, Type 1, Class A AQ Foot 150
GENERAL NOTES:
1. It is the responsibility of the contractor to coordinate and pay for all work pertaining to utilities.
TABULATION OF
PLAN QUANTITIES
-F e b -2
:3
NUMBER
MT B.2
Item Estimated C. Typical D. Plan & E. Approach F. Drainage G. Erosion H. Guardrail I. Fences, J. Tra�c K. Misc.
Number Pay Item Measurement Pay Unit Quantity Section Pro�le Roads/Parking Details Details Gates Control Deta ils
55607 Terminal Section, �ared AQ Each 4
55609 Bridge rail, W-beam AQ Foot 138
60201A _18_ inch pipe culvert AQ Foot 1,096 1096
60201B _24_ inch pipe culvert AQ Foot 208 208
60201C _30_ inch pipe culvert AQ Foot 64 64
60201D _36_ inch pipe culvert AQ Foot 34 34
60202A _53_ inch span, _41_ inch rise pipe arch culvert AQ Foot 68 68
60202B _87_ inch span, _63_ inch rise pipe arch culvert AQ Foot 86 86
60202C _171_ inch span, _110_ inch rise pipe arch culvert AQ Foot 70 70
60206 End section for _24_ inch pipe culvert AQ Each 2 2
5/
Va ug hn
A nd er so n
L. Bridge Details
M. (NOT USED) N. Material Source
PROJECT
SHIELDS RIVER ROAD
60206 AQ 2
61901A Fence, Type 1-3W Wood Post AQ Foot 90 90
61901B Fence, Type 1-3W Steel Post AQ Foot 90 90
61901C Fence, Type 1-4W Steel Post AQ Foot 7,623 32 7591
61901D Fence, Type 1-4WA Steel Post AQ Foot 9,418 9418
61901E Fence, Type Jackleg AQ Foot 1,015 1015
61902A Gate, Type G-2 AQ Each 11 11
61902B Gate, Type G-3 AQ Each 1 1
61902C Gate, Type Single Livestock AQ Each 4 4
61902D Gate, Type Double Livestock AQ Each 6 6
61903 Cattle guard AQ Each 5 5
61904 Brace panel AQ Each 10 10
62201A Hydraulic Excavator, tract mounted, 1 CY min. AQ Hour 80
62201B Dump Truck, 12 CY min. AQ Hour 80
62407 Placing conserved topsoil LSQ Lump sum 1
62501 Seeding, hydraulic method DQ Acre 1.8 1.8
62507 Mulching, hydraulic method DQ Acre 1.8 1.8
63301 Sign system AQ Each 5 5
63306A Object markers, type II AQ Each 10 10
63306B Object marker, type III AQ Each 4 4
Remove and reset sign Each 3
5/
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63308 Remove and reset sign AQ Each 3 3
63310 Removing signs AQ Each 15 15
63312 Posts, wood 4" dia. AQ Each 35 35
63313 Signs, aluminum panels, type retro�ective sheeting AQ Square foot 165.37 165.37
63501 Temporary tra�c control LSQ Lump sum 1
64102 Pit and quarry development LSQ Lump sum 1
64201 Precast Double Unit Vault Toilet AQ Each 1 1
64802 Placed �sh rest stop rock, FRS class__6__, method_ _C___ AQ Each 4 4
65002 Install road closure device, type pipe gate AQ Each 2 2
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TABULATION OF
PLAN QUANTITIES
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CONTROL POINTS
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SECTION A-A
SECTION B-B
SECTION C-C
SECTION D-D
SECTION E-E
SECTION F-F
SECTION G-G
SECTION H-H
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NUMBER
MT F.1
Removal Removal of Pipe Culvert Irrigation End Sections Sediment Pipe Allow.
of Pipe Irrigation (feet) Division (each) Trap Thickness Pipe
Culvert Control Box (inches) Material
DIAMETER or SPAN x RISE (each) Structures 53"x 87"x 171"x (each) (each)
(inches) 18" 24" 30" 36" 41" 63" 110" 24" (See key
ITEM NUMBER 20301B 20301D 60201A 60201B 60201C 60201D 60202A 60202B 60202C 55304 60206 15710 below)
68 0.064 GS
1 52 1 0.064 GS
48 1 0.064 GS
48 1 0.064 GS
20 0.064 GS
1 48 0.064 GS
(2) Approach Road Pipes RT
Approach Road Pipe LT
(2) Approach Road Pipes RT
V a u g h n A n d e rs o n
/2
4 SHIELDS RIVER ROAD
STATION/MP
DESCRIPTION
Note: The quantities shown hereon are approximate and are subject to field adjustments.
TABULATION OF DRAINAGE QUANTITIES
PROJECT
Pipe Arch Culvert
(feet)
1+75
14+75
14+80
4+06
4+50
5+95
1 48 0.064 GS
1 2 38 2 1 0.064 GS
48 0.064 GS
32 0.064 GS
38 1 1 0.064 GS
1 40 0.064 GS
32 0.064 GS
40 0.064 GS
1 52 1 1 0.064 GS
38 1 0.064 GS
1 48 1 0.064 GS
20 0.064 GS
1 40 1 0.064 GS
38 1 0.064 GS
34 1 0.064 GS Approach Road Pipe LT
Approach Road Pipe LT
(2) Approach Road Pipes RT
Approach Road Pipe RT
134+75
140+50
C h e c k e d b y
/2
14+80
25+06
54+25 Approach Road Pipe RT
93+40 Approach Road Pipe LT
129+90 Approach Road Pipe LT
63+34
101+05
81+25
51+40
Approach Road Pipe LT
92+35
115+00
118+08
130+07
60 1 0.064 GS
26 0.064 GS
1 64 1 0.064 GS
18 0.064 GS
1 64 0.064 GS
1 70 0.138 GS
68 0.109 GS
20 0.064 GS
46 1 0.064 GS
20 0.064 GS
28 0.064 GS
1 86 0.079 GS
40 1 0.064 GS
145+27
Approach Road Pipe RT
Approach Road Pipe RT
Approach Road Pipe RT
Approach Road Pipe RT
230+00
173+95
174+98
196+05
188+90
204+75
209+87
147+40
157+79
169+20
173+76
D e s ig n e d b y
J a s o n S to n e
197+00
180+20 Approach Road Pipe RT
175+11
40 1 0.064 GS
38 1 0.064 GS
56 1 0.064 GS
30 0.064 GS
30 0.064 GS
12 2 1096 208 64 34 68 86 70 2 2 17
Allowable pipe culvert material
A Aluminum
AS Aluminized steel
C Concrete
GS Galvanized steel
P Plastic
(blank) Any appropriate material
X/__ Any appropriate material except __
PROJECT TOTAL
Sunlight Road Parking Area Entrance
Sunlight Road Parking Area Entrance0.03
0.06
230+00
244+00
271+12
D e s ig n e d b y
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SECTION THRU CULVERTSECTION THRU CULVERTSECTION THRU CULVERTSECTION THRU CULVERT
173+75.67173+75.67173+75.67173+75.67
SECTION THRU CULVERTSECTION THRU CULVERTSECTION THRU CULVERTSECTION THRU CULVERT
174+98.01174+98.01174+98.01174+98.01
UPSTREAM ELEVATIONUPSTREAM ELEVATIONUPSTREAM ELEVATIONUPSTREAM ELEVATION
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SECTION ALONG CENTERLINE OF NEW CULVERT SECTION ALONG CENTERLINE OF NEW CULVERT SECTION ALONG CENTERLINE OF NEW CULVERT SECTION ALONG CENTERLINE OF NEW CULVERT
PLAN PLAN PLAN PLAN
TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION
END TREATMENT END TREATMENT END TREATMENT END TREATMENT
TYPICAL CULVERTTYPICAL CULVERTTYPICAL CULVERTTYPICAL CULVERT
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SECTION ALONG CENTERLINE OF NEW CULVERT SECTION ALONG CENTERLINE OF NEW CULVERT SECTION ALONG CENTERLINE OF NEW CULVERT SECTION ALONG CENTERLINE OF NEW CULVERT
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TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION
END TREATMENT END TREATMENT END TREATMENT END TREATMENT
TYPICAL CULVERTTYPICAL CULVERTTYPICAL CULVERTTYPICAL CULVERT
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SPECIFICATIONS:
MATERIALS:
GENERAL NOTES:
FABRICATION:
TREATMENT:
ERECTION:
SHEET 1 Of 2
DRAWING NO. R1902
GUARDRAIL REFLECTORS
STANDARD BRIDGE W-BEAM
APPROACH GUARDRAIL
APPROACH RAIL PLAN
TYPICAL APPROACH GUARDRAIL CROSS SECTION GUARDRAIL SPLICE DETAIL
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DETAIL B - BEARING PLATE
TYPICAL SECTIONANCHOR BRACKET AND CABLE ASSEMBLY DETAILS
ALTERNATE END ANCHOR DETAIL (CONCRETE FOOTINGS)END ANCHOR DETAIL (STEEL PLATES)
SOIL PLATE DETAIL DETAIL A
STANDARD BRIDGE W-BEAM
APPROACH GUARDRAIL
MICHIGAN END SHOE DETAIL
END VIEW
DRAWING NO. R1902
SHEET 2 Of 2
RECTANGULAR WASHER
STEEL TUBE DETAIL WOOD BREAKAWAY POST
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ELEVATIONELEVATIONELEVATIONELEVATION
PLANPLANPLANPLAN
SECTIONSECTIONSECTIONSECTION
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5555 6666
10101010
11111111
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MATERIAL SOURCE CALCULATIONSMATERIAL SOURCE CALCULATIONSMATERIAL SOURCE CALCULATIONSMATERIAL SOURCE CALCULATIONS
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A T
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SECTION 1SECTION 1SECTION 1SECTION 1
SECTION 2SECTION 2SECTION 2SECTION 2
SECTION 3SECTION 3SECTION 3SECTION 3
SECTION 4SECTION 4SECTION 4SECTION 4
SECTION 5SECTION 5SECTION 5SECTION 5
SECTION 6SECTION 6SECTION 6SECTION 6
SECTION 7SECTION 7SECTION 7SECTION 7
LEGENDLEGENDLEGENDLEGEND
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SECTION 8SECTION 8SECTION 8SECTION 8
SECTION 9SECTION 9SECTION 9SECTION 9
SECTION 10SECTION 10SECTION 10SECTION 10
SECTION 11SECTION 11SECTION 11SECTION 11
SECTION 13SECTION 13SECTION 13SECTION 13
SECTION 12SECTION 12SECTION 12SECTION 12
LEGENDLEGENDLEGENDLEGEND
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File details come from the government source that posted it. Updated .