Fedar Bridge Map Drawings.pdf
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- Solicitation number
- AG-82B1-S-10-0111
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LOCATION MAP AND 16 DRAWINGS FOR FEDER 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 | |
| Granite 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
9 - 10
ROADWAY PLAN & PROFILE
2 ESTIMATED QUANTITIES &
1 TITLE SHEET
BRIDGE GENERAL LAYOUT
STREAM DETAILS
XS1 - XS2 ROADWAY CROSS SECTIONS
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE, REGION 1
PRIEST LAKE RANGER DISTRICT
IDAHO PANHANDLE NATIONAL FORESTS
FEDAR CREEK
NFSR 1347 MP 2.2
BONNER COUNTY, IDAHO
ROAD AND BRIDGE PLANS FOR:
CULVERT 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
11 - 13 ABUTMENT DETAILS
SUPERSTRUCTURE DETAILS
PRIEST
LAKE
14 - 15
FOUNDATION PLAN
CURB DETAILS16
THIS
PROJECT
CRUSHED SURFACING
RIPRAP
CONTRACTOR
FURNISHED:
BULB-TEE BEAMS
WASTE SITE
GOVERNMENT
FURNISHED:
ROADWAY TYPICAL SECTIONS4
5 MISCELLANEOUS DETAILS
REINFORCING BAR SCHEDULE17
R W
R W
R W
T61N
T62N
WASHINGTON IDAHO
T36N
T37N
R E
T60N
T61N
GOV'T FURNISHED
BEAMS STOCKPILE
LOCATION
Improve Intersection
PROJECT PHOTOS3
FEDAR CREEKFEDAR CREEKFEDAR CREEKFEDAR CREEK
CULVERT REPLACEMENTCULVERT REPLACEMENTCULVERT REPLACEMENTCULVERT REPLACEMENT
ESTIMATED QUANTITIESESTIMATED QUANTITIESESTIMATED QUANTITIESESTIMATED QUANTITIES
GENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTES
17171717
REMOVAL OF EXISTING 18" DIA. CULVERT202(02)B
LARGE DUMP TRUCK637(01)C
1Each
Hour 24
AQ
AQ
SEEDING, DRY METHOD (WITH WOOD-STRAND MULCH)625(08)C
1Lump SumLSQ 1
560(01)
SOIL EROSION AND POLLUTION CONTROL204(19)C 1Lump SumLSQ 1
STRUCTURAL EXCAVATION206(07)C 1Lump SumLSQ 1
PRECAST CONCRETE MEMBER, GRADE BEAM553A(01)C 2EachAQ 2
MOBILIZATION601(01)C 1Lump SumLSQ 1
HYDRAULIC EXCAVATOR WITH THUMB637(02)C Hour 24AQ 24
GEOCELL ABUTMENT STABILIZATION, 8" DEPTH260(01)C Square YardDQ
PLACED RIPRAP, CLASS 5, METHOD A, MACHINE PLACED251(01)B 170Cubic YardDQ
(COMMERCIAL SOURCE)
CONSTRUCTION STAKING; STRUCTURE PRECISION A, 170(07)C 1Lump SumLSQ 1
CENTERLINE PRECISION A, SLOPE STAKING PRECISION B
CRUSHED AGGREGATE, TYPE SURFACING, GRADING F OR G304(10)C
36.3
Cubic YardDQ
36.3
COMPACTION B (COMMERCIAL SOURCE)
EachGOVERNMENT FURNISHED PRECAST, PRESTRESSED CONCRETE MEMBER, AQ
WOOD POSTS633(01)C 36Lineal FootAQ 36
OBJECT MARKERS633(17)C 4EachAQ 4
REMOVAL OF EXISTING 36" DIA. CULVERT202(02)C 1EachAQ 1
REMOVAL OF EXISTING 49" SPAN x 33" RISE PIPE-ARCH CULVERT202(02)D 1EachAQ 1
BULB-TEE, TRANSPORT & ERECT
STEEL BRIDGE CURB556(07) 167.33Lineal FootAQ 167.33
3 3
STRUCTURAL CONCRETE, CLASS A(AE)552(01)C 8.1Cubic YardDQ 8.1
REINFORCING STEEL554(01)C 1096PoundDQ 1096
DQ = Design Quantity; AQ= Actual Quantity; LSQ = Lump Sum Quanity
ROCK CROSS VANE648(01)B Each 4AQ 4
ROAD GRADER637(03) Hour 16AQ 16
SEDIMENT BASIN204(09) 1EachAQ 1
18" CORRUGATED STEEL PIPE, 0.064" THICKNESS, METHOD C603(05) 76Lineal FootAQ 76
CRANE WITH CLAMSHELL BUCKET637(04) Hour 8AQ 8
PROJECT PHOTOSPROJECT PHOTOSPROJECT PHOTOSPROJECT PHOTOS
15151515
ROADWAY TYPICAL SECTIONSROADWAY TYPICAL SECTIONSROADWAY TYPICAL SECTIONSROADWAY TYPICAL SECTIONS
15151515
CENTERLINE COORDINATE TABLE
MISCELLANEOUS DETAILSMISCELLANEOUS DETAILSMISCELLANEOUS DETAILSMISCELLANEOUS DETAILS
17171717
1+00 2+00 3+00 4+00 5+00 6+00
SURVEY CONTROL COORDINATES
STA 15+00
END ROAD WORK
MATCH EXISTING
STA 12+00
BEGIN ROAD WORK
MATCH EXISTING
STA 15+00
END ROAD WORK
MATCH EXISTING
FEDAR CREEKFEDAR CREEKFEDAR CREEKFEDAR CREEK
CULVERT REPLACEMENTCULVERT REPLACEMENTCULVERT REPLACEMENTCULVERT REPLACEMENT
ROAD PLAN & PROFILEROAD PLAN & PROFILEROAD PLAN & PROFILEROAD PLAN & PROFILE
15151515
GENERAL LAYOUTGENERAL LAYOUTGENERAL LAYOUTGENERAL LAYOUT
17171717 F E D A R
C R E E K
FOUNDATION PLANFOUNDATION PLANFOUNDATION PLANFOUNDATION PLAN
17171717
F E D A R
C R E E K
UPSTREAM
END
DOWNSTREAM
END
TYPE IV-A GEOTEXTILE260(01)C 90 S.Y.
COARSE GRANULAR BACKFILL260(01)C 12.1 C.Y.
UPSTREAM
END
DOWNSTREAM
END
STREAM GENERAL LAYOUTSTREAM GENERAL LAYOUTSTREAM GENERAL LAYOUTSTREAM GENERAL LAYOUT
AND DETAILSAND DETAILSAND DETAILSAND DETAILS
17171717
F E D A R
C R E E K
0+50
STREAM CENTERLINE COORDINATES
A A
B B
0+00 1+00
A
A
B
B
STREAM DETAILSSTREAM DETAILSSTREAM DETAILSSTREAM DETAILS
10101010
17171717
F L O W
F L O W
ABUTMENT PLAN, ELEVATION &ABUTMENT PLAN, ELEVATION &ABUTMENT PLAN, ELEVATION &ABUTMENT PLAN, ELEVATION &
TYPICAL SECTIONTYPICAL SECTIONTYPICAL SECTIONTYPICAL SECTION
11111111
ABUTMENT DETAILSABUTMENT DETAILSABUTMENT DETAILSABUTMENT DETAILS
12121212
17171717
SECTION B - B
ELEVATION
SECTION A - A
1/4
ELEVATION
A A B B
FEDAR CREEKFEDAR CREEKFEDAR CREEKFEDAR CREEK
CULVERT REPLACEMENTCULVERT REPLACEMENTCULVERT REPLACEMENTCULVERT REPLACEMENT
ABUTMENT DETAILSABUTMENT DETAILSABUTMENT DETAILSABUTMENT DETAILS
13131313
SUPERSTRUCTURE DETAILSSUPERSTRUCTURE DETAILSSUPERSTRUCTURE DETAILSSUPERSTRUCTURE DETAILS 14141414
17171717
SUPERSTRUCTURE DETAILSSUPERSTRUCTURE DETAILSSUPERSTRUCTURE DETAILSSUPERSTRUCTURE DETAILS 15151515
17171717
1/4
A
A
CURB DETAILSCURB DETAILSCURB DETAILSCURB DETAILS
16161616
17171717
PLAN
ELEVATION
1/4
3/16
ABUTMENT BACKWALL
CULVERT REPLACEMENTCULVERT REPLACEMENTCULVERT REPLACEMENTCULVERT REPLACEMENT
REINFORCING BAR SCHEDULEREINFORCING BAR SCHEDULEREINFORCING BAR SCHEDULEREINFORCING BAR SCHEDULE 17171717
MIDSPAN DIAPHRAGM
NO. 1347 - 2.2
ROADWAY CROSS SECTIONS
FEDAR CREEK BRIDGE
NO. 1347 - 2.2
ROADWAY CROSS SECTIONS
FEDAR CREEK BRIDGE
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