attachment_2_nf_grouse_ck_plans_sheets.pdf

N.F. GROUSE CREEKN.F. GROUSE CREEKN.F. GROUSE CREEKN.F. GROUSE CREEK

CULVERT REPLACEMENTCULVERT REPLACEMENTCULVERT REPLACEMENTCULVERT REPLACEMENT

SCHEDULE A - SUMMARY QUANTITIESSCHEDULE A - SUMMARY QUANTITIESSCHEDULE A - SUMMARY QUANTITIESSCHEDULE A - SUMMARY QUANTITIES

AND GENERAL NOTESAND GENERAL NOTESAND GENERAL NOTESAND GENERAL NOTES

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DQ = Design Quantity; AQ= Actual Quantity; LSQ = Lump Sum Quanity

REMOVAL OF EXISTING 10' DIA. CSP CULVERT202(02)

LARGE DUMP TRUCK637(01)

Each

Hour

AQ

AQ

SEEDING, DRY METHOD WITH MULCH625(08)

Lump SumLSQ 1

553(01)

SOIL EROSION AND POLLUTION CONTROL204(19) Lump SumLSQ 1

STRUCTURAL EXCAVATION206(07) Lump SumLSQ 1

PRECAST CONCRETE MEMBER, GRADE BEAM553A(01)A EachAQ 2

MOBILIZATION601(01)A Lump SumLSQ 1

HYDRAULIC EXCAVATOR WITH THUMB637(02) HourAQ 64

GEOCELL ABUTMENT STABILIZATION, 6" DEPTH260(01) Square YardDQ 43.33

CONSTRUCTION STAKING; BRIDGE STRUCTURE PRECISION A, 170(07) Lump SumLSQ 1

CENTERLINE PRECISION A, SLOPE STAKING PRECISION B

CRUSHED AGGREGATE, TYPE SURFACING, GRADING G304(11)A TonAQ 675

COMPACTION B (COMMERCIAL SOURCE)

EachPRECAST, PRESTRESSED CONCRETE STRUCTURAL MEMBER, AQ 4

WOOD POSTS633(01) Lineal FootAQ 36

OBJECT MARKERS633(17) EachAQ 4

BULB-TEE BEAM

PLACED RIPRAP, CLASS 5, METHOD A, MACHINE PLACED251(01) Cubic YardDQ

(COMMERCIAL SOURCE)

PORTABLE PREFABRICATED DETOUR BRIDGE, FURNISH, DELIVER553A(01)B Lump SumLSQ 1

DETOUR ROAD, CONSTRUCT, MAINTAIN, AND REMOVE680(01) Lump SumLSQ 1

REMOVAL OF EXISTING CONCRETE FISH LADDER & CULVERT202(05) Lump SumLSQ 1

LOAD & HAUL GOVERNMENT-FURNISH LOGS WITH ROOT WADS215(01) EachAQ 30

FURNISH STREAM SIMULATION MATERIAL, BED CLASS 4 (COMMERCIAL)304(23) Cubic YardAQ 140

FURNISH INDIVIDUAL BOULDERS (24"Ø - 36"Ø) (COMMERCIAL)251(14) EachAQ 400

TEMPORARY TRAFFIC CONTROL104(01) Lump SumLSQ 1

SEDIMENT BASIN204(09) EachAQ 1

PRECAST CONCRETE MEMBER, WINGWALL558(03) EachAQ 4

INSTALL, MAINTAIN, AND REMOVE

PROJECT COORDINATE TABLESPROJECT COORDINATE TABLESPROJECT COORDINATE TABLESPROJECT COORDINATE TABLES

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ROAD CENTERLINE COORDINATE TABLE

LAYOUT POINT COORDINATE TABLE

SURVEY CONTROL COORDINATES

STREAM CENTERLINE COORD. TABLE

DETOUR CENTERLINE COORDINATES

DETOUR TYPICAL SECTIONSDETOUR TYPICAL SECTIONSDETOUR TYPICAL SECTIONSDETOUR TYPICAL SECTIONS

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TYPICAL CUT

SECTION

TYPICAL FILL

SECTION

SCHEDULE A- DETOUR ROADSCHEDULE A- DETOUR ROADSCHEDULE A- DETOUR ROADSCHEDULE A- DETOUR ROAD

DETOUR PLAN & PROFILEDETOUR PLAN & PROFILEDETOUR PLAN & PROFILEDETOUR PLAN & PROFILE

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23+00

STA. 2+65.3, 1.9' RT =

STA 21+60 DETOUR

BEGIN DETOUR ROAD

MATCH EXISTING

STA 7+35.7, 0.0' RT=

STA 26+40 DETOUR

END DETOUR ROAD

MATCH EXISTING

24+00 25+0022+00 26+00 27+0021+00

SCHEDULE B- PEDESTRIAN BY-PASSSCHEDULE B- PEDESTRIAN BY-PASSSCHEDULE B- PEDESTRIAN BY-PASSSCHEDULE B- PEDESTRIAN BY-PASS

BY-PASS PLANBY-PASS PLANBY-PASS PLANBY-PASS PLAN

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STA 10+00

BEGIN BY-PASS TRAIL

MATCH EXISTING

STA 14+80

END BY-PASS TRAIL

MATCH EXISTING

ROADWAY TYPICAL SECTIONSROADWAY TYPICAL SECTIONSROADWAY TYPICAL SECTIONSROADWAY TYPICAL SECTIONS

AND DETAILSAND DETAILSAND DETAILSAND DETAILS

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ROAD PLAN & PROFILEROAD PLAN & PROFILEROAD PLAN & PROFILEROAD PLAN & PROFILE

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SURVEY CONTROL COORDINATES

4+00

STA 3+60

BEGIN ROAD WORK

MATCH EXISTING

STA 6+90

END ROAD WORK

MATCH EXISTING

3+00 5+00 6+00 7+00

67' BRIDGE ALTERNATIVE67' BRIDGE ALTERNATIVE67' BRIDGE ALTERNATIVE67' BRIDGE ALTERNATIVE

BRIDGE GENERAL LAYOUTBRIDGE GENERAL LAYOUTBRIDGE GENERAL LAYOUTBRIDGE GENERAL LAYOUT

10101010

13+00

14+00

12+00

11+00

N.F. GROUSE CREEKN.F. GROUSE CREEKN.F. GROUSE CREEKN.F. GROUSE CREEK

CULVERT REPLACEMENTCULVERT REPLACEMENTCULVERT REPLACEMENTCULVERT REPLACEMENT

STREAM DETAILSSTREAM DETAILSSTREAM DETAILSSTREAM DETAILS

PLAN & PROFILEPLAN & PROFILEPLAN & PROFILEPLAN & PROFILE

11111111

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11+00

10+00 12+00 13+00 14+00

STA 11+00

BEGIN STREAM

CONSTRUCTION

STA 13+40

END STREAM

CONSTRUCTION

STRIP AND CONSERVE TOPSOIL.

SPREAD OVER NEW CONSTRUCTION

AS DIRECTED BY CO. ITEM 637(02)

STREAM DETAILSSTREAM DETAILSSTREAM DETAILSSTREAM DETAILS

SECTIONSSECTIONSSECTIONSSECTIONS

12121212

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STREAM CENTERLINE COORD. TABLE

ROCK WEIR DETAILSROCK WEIR DETAILSROCK WEIR DETAILSROCK WEIR DETAILS

13131313

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F L

O W

FLOW

A A

B

B

FOUNDATION PLANFOUNDATION PLANFOUNDATION PLANFOUNDATION PLAN

AND DETAILSAND DETAILSAND DETAILSAND DETAILS

14141414

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DOWNSTREAM

END

UPSTREAM

END

DOWNSTREAM

END

UPSTREAM

END

ABUTMENT NO. 1ABUTMENT NO. 1ABUTMENT NO. 1ABUTMENT NO. 1

PLAN AND DETAILSPLAN AND DETAILSPLAN AND DETAILSPLAN AND DETAILS

15151515

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B

A

C

C

N.F. GROUSE

CREEK

ABUTMENT NO. 2ABUTMENT NO. 2ABUTMENT NO. 2ABUTMENT NO. 2

PLAN AND DETAILSPLAN AND DETAILSPLAN AND DETAILSPLAN AND DETAILS

16161616

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B

A

C

C

N.F. GROUSE

CREEK

ABUTMENT DETAILSABUTMENT DETAILSABUTMENT DETAILSABUTMENT DETAILS

17171717

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SECTION B - B

ELEVATION

SECTION A - A

1/4

ELEVATION

A A B B

ELEVATION

C C

PLAN SECTION C-C

1 2 "44 3

8 "

1 2

ABUTMENT DETAILSABUTMENT DETAILSABUTMENT DETAILSABUTMENT DETAILS

18181818

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A

A

A

SECTION A - A

B

B

B

A

SECTION B - B

SECTION C - C

C C

C

SUPERSTRUCTURE PLANSUPERSTRUCTURE PLANSUPERSTRUCTURE PLANSUPERSTRUCTURE PLAN

AND DETAILSAND DETAILSAND DETAILSAND DETAILS

19191919

PLAN

SUPERSTRUCTURE DETAILSSUPERSTRUCTURE DETAILSSUPERSTRUCTURE DETAILSSUPERSTRUCTURE DETAILS 20202020

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A

EXTERIOR

BEAM END

B

INTERIOR

BEAM END

C

END DIAPHRAGM

BLOCKOUT

#5 Hairpin

20 5

SUPERSTRUCTURE DETAILSSUPERSTRUCTURE DETAILSSUPERSTRUCTURE DETAILSSUPERSTRUCTURE DETAILS 21212121

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A

A

A

A

1/4

NO. 280 - 01.7

ROADWAY CROSS SECTIONS

N.F. GROUSE CREEK BRIDGE

NO. 280 - 01.7

ROADWAY CROSS SECTIONS

N.F. GROUSE CREEK BRIDGE