Granite Bridge Map Drawings.pdf
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- Solicitation number
- AG-82B1-S-10-0111
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LOCATION MAP AND 13 DRAWINGS FOR GRANITE CREEK BRIDGE
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Other files
| File | Type | Posted |
|---|---|---|
| A-002 S-10-0111.pdf | ||
| Amendment 001 S-10-0111.pdf | ||
| Page 2 continuation of Amendment No 001.docx | DOCX document | |
| db Idaho wage rates.txt | TXT text file | |
| Fedar Bridge Map Drawings.pdf | ||
| Sect B thru L 10-0111 Priest Lake Bridges.doc | DOC document | |
| Consalus Bridge Map Drawings.pdf | ||
| Specifications priest Lake Bridges 2010.doc | DOC document | |
| COVEER PAGES S-10-0111.pdf |
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Text version
VICINITY MAP
NO. DESCRIPTION
INDEX TO SHEETS
ROADWAY TYPICAL SECTIONS &
2 ESTIMATED QUANTITIES &
1 TITLE SHEET
BRIDGE GENERAL LAYOUT
FOUNDATION DETAILS
XS1 - XS2 ROADWAY CROSS SECTIONS
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE, REGION 1
PRIEST LAKE RANGER DISTRICT
IDAHO PANHANDLE NATIONAL FORESTS
GRANITE CREEK
NFSR 638 MP 0.2
BONNER COUNTY, IDAHO
ROAD AND BRIDGE PLANS FOR:
BRIDGE REPLACEMENT
GENERAL NOTES
DISTRICT RANGER
FOREST ENGINEER
APPROVED:
REVIEWED:
DATE
DATE
IDAHO PANHANDLE NATIONAL FORESTS
IDAHO PANHANDLE NATIONAL FORESTS
PROJECT TEAM LEADER
RECOMMENDED:
DATE
IDAHO PANHANDLE NATIONAL FORESTS
REGIONAL ENGINEER
APPROVED:
DATE
NORTHERN REGION
NORTHERN IDAHO LOCATION MAP
R W
R W
R W
ABUTMENT PLAN & ELEVATION
SUPERSTRUCTURE DETAILS
T61N
T62N
WASHINGTON IDAHO
BRIDGE TYPICAL SECTIONS
12 - 13 T36N
T37N
R E
THIS
PROJECT
CRUSHED SURFACING
RIPRAP
CONTRACTOR
FURNISHED:
EXISTING BRIDGE REMOVAL DETAILS3
ROADWAY PLAN & PROFILE
RIPRAP SECTIONS
CENTERLINE COORDINATES
ABUTMENT DETAILS10 - 11
T60N
T61N
PRIEST
LAKE
REINFORCING BAR SCHEDULE14
WASTE SITE
GOVERNMENT
FURNISHED:
GRANITE CREEKGRANITE CREEKGRANITE CREEKGRANITE CREEK
BRIDGE REPLACEMENTBRIDGE REPLACEMENTBRIDGE REPLACEMENTBRIDGE REPLACEMENT
ESTIMATED QUANTITIESESTIMATED QUANTITIESESTIMATED QUANTITIESESTIMATED QUANTITIES
GENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTES
14141414
DQ = Design Quantity; AQ= Actual Quantity; LSQ = Lump Sum Quanity
REMOVAL OF EXISTING TIMBER BRIDGE202(05)
LARGE DUMP TRUCK637(01)B
1Lump Sum
Hour 8
LSQ
AQ
SEEDING, DRY METHOD (WITH WOOD-STRAND MULCH)625(08)B
1Lump SumLSQ 1
553(01)B
SOIL EROSION AND POLLUTION CONTROL204(19)B 1Lump SumLSQ 1
STRUCTURAL EXCAVATION206(07)B 1Lump SumLSQ 1
PRECAST CONCRETE MEMBER, GRADE BEAM553A(01)B 2EachAQ 2
MOBILIZATION601(01)B 1Lump SumLSQ 1
HYDRAULIC EXCAVATOR WITH THUMB637(02)B Hour 8AQ 8
GEOCELL ABUTMENT STABILIZATION, 8" DEPTH260(01)B 48Square YardDQ 48
CONCRETE GROUTED RIPRAP, CLASS 6 (COMMERCIAL SOURCE)251(14) 250Cubic YardDQ 250
CONSTRUCTION STAKING; STRUCTURE PRECISION A, 170(07)B 1Lump SumLSQ 1
CENTERLINE PRECISION A, SLOPE STAKING PRECISION B
CRUSHED AGGREGATE, TYPE SURFACING, GRADING F OR G304(10)B 80Cubic YardDQ 80
COMPACTION B (COMMERCIAL SOURCE)
3EachPRECAST, PRESTRESSED CONCRETE STRUCTURAL MEMBER, AQ 3
WOOD POSTS633(01)B 36Lineal FootAQ 36
OBJECT MARKERS633(17)B 4EachAQ 4
BULB-TEE BEAM
STRUCTURAL CONCRETE, CLASS A(AE)552(01)B 10Cubic YardDQ 10
REINFORCING STEEL554(01)B 1984PoundDQ 1984
GRANITE CREEK BRIDGEGRANITE CREEK BRIDGEGRANITE CREEK BRIDGEGRANITE CREEK BRIDGE
NO. 638 - 0.2NO. 638 - 0.2NO. 638 - 0.2NO. 638 - 0.2
EXISTING BRIDGE REMOVAL DETAILSEXISTING BRIDGE REMOVAL DETAILSEXISTING BRIDGE REMOVAL DETAILSEXISTING BRIDGE REMOVAL DETAILS
14141414
ROADWAY TYPICAL SECTIONS &ROADWAY TYPICAL SECTIONS &ROADWAY TYPICAL SECTIONS &ROADWAY TYPICAL SECTIONS &
CENTERLINE COORDINATESCENTERLINE COORDINATESCENTERLINE COORDINATESCENTERLINE COORDINATES
CENTERLINE COORDINATE TABLE
1+
1+
2+
3+00 3+50 4+00 4+50
5+00
P C .4
P T .7
P C .1
P T .4
2+50
68.00' VC
PVI ELEV = 3000.36
PVI STA = 1+58.61
LOW POINT STA = 1+64.98
LOW POINT ELEV = 3000.65B
V C S .6
B V C E .0
E V C S .6
E V C E .8
-2.09%
36.00' VC
PVI ELEV = 3001.20
PVI STA = 2+17
B V C S
B V C E .9
E V C S
E V C E .2
1.43%
36.00' VC
PVI ELEV = 3001.20
PVI STA = 3+87
B V C S
B V C E .2
E V C S
E V C E .0
0.00%
68.00' VC
PVI ELEV = 3000.65
PVI STA = 4+40.84
LOW POINT STA = 4+18.82
LOW POINT ELEV = 3000.94B
V C S .8
B V C E .0
E V C S .8
E V C E .2
-1.02%
4.78%
GRANITE CREEK BRIDGEGRANITE CREEK BRIDGEGRANITE CREEK BRIDGEGRANITE CREEK BRIDGE
NO. 638 - 0.20NO. 638 - 0.20NO. 638 - 0.20NO. 638 - 0.20
ROADWAY PLAN & PROFILEROADWAY PLAN & PROFILEROADWAY PLAN & PROFILEROADWAY PLAN & PROFILE
14141414
SURVEY CONTROL COORDINATES
STA 1+30
BEGIN ROAD WORK
MATCH EXISTING
2+00 2+50 3+00 3+50 4+00
4+50 5+001+501+00
STA 5+10
END ROAD WORK
MATCH EXISTING
2+
2+50 3+00 3+50 4+00
GRANITE CREEK BRIDGEGRANITE CREEK BRIDGEGRANITE CREEK BRIDGEGRANITE CREEK BRIDGE
NO. 638 - 0.20NO. 638 - 0.20NO. 638 - 0.20NO. 638 - 0.20
BRIDGE GENERAL LAYOUTBRIDGE GENERAL LAYOUTBRIDGE GENERAL LAYOUTBRIDGE GENERAL LAYOUT
14141414
BRIDGE TYPICAL SECTIONBRIDGE TYPICAL SECTIONBRIDGE TYPICAL SECTIONBRIDGE TYPICAL SECTION
RIPRAP SECTIONSRIPRAP SECTIONSRIPRAP SECTIONSRIPRAP SECTIONS
14141414
NO. 638 - 0.20NO. 638 - 0.20NO. 638 - 0.20NO. 638 - 0.20
FOUNDATION DETAILSFOUNDATION DETAILSFOUNDATION DETAILSFOUNDATION DETAILS
14141414
UPSTREAM
END
DOWNSTREAM
END
UPSTREAM
END
DOWNSTREAM
END
ABUTMENT PLAN & ELEVATIONABUTMENT PLAN & ELEVATIONABUTMENT PLAN & ELEVATIONABUTMENT PLAN & ELEVATION
ABUTMENT DETAILSABUTMENT DETAILSABUTMENT DETAILSABUTMENT DETAILS
10101010
14141414
ABUTMENT DETAILSABUTMENT DETAILSABUTMENT DETAILSABUTMENT DETAILS
11111111
14141414
SECTION B - B
ELEVATION
SECTION A - A
1/4
ELEVATION
A A B B
SUPERSTRUCTURE DETAILSSUPERSTRUCTURE DETAILSSUPERSTRUCTURE DETAILSSUPERSTRUCTURE DETAILS 12121212
14141414
A
SUPERSTRUCTURE DETAILSSUPERSTRUCTURE DETAILSSUPERSTRUCTURE DETAILSSUPERSTRUCTURE DETAILS 13131313
14141414
1/4
A
REINFORCING BAR SCHEDULEREINFORCING BAR SCHEDULEREINFORCING BAR SCHEDULEREINFORCING BAR SCHEDULE 14141414
14141414
ABUTMENT BACKWALL
MID-SPAN DIAPHRAGM
NO. 638 - 0.20
ROADWAY CROSS SECTIONS
GRANITE CREEK BRIDGE
NO. 638 - 0.20
ROADWAY CROSS SECTIONS
GRANITE CREEK BRIDGE
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