FinalPlansCopperCrkCulvert3152015.pdf

NO. DATEBYREVISION DESCRIPTION

SHEET NO.

SET NO.

PROJECT:

DATE:

SHEET INDEX

PROJECT LOCATION

SHEET 1 COVER

SHEET 2 TYPICAL ROADWAY SECTION & ESTIMATED QUANTITIES

SHEET 3 ROAD PLAN & PROFILE

SHEET 4 STREAM PLAN & PROFILE

SHEET 5 DIVERSION PLAN

SHEET 6 CULVERT DETAILS

SHEET 7 EROSION CONTROL DETAILS & CUTOFF WALL DETAILS

SHEET 8 TEST PIT LOG #1

SHEET 9 TEST PIT LOG #2

SHEET 10 ROADWAY CROSS SECTIONS

SHEET 11 ROADWAY CROSS SECTIONS

MARCH 15, 2017

1-15258

N

COPPER CREEK CULVERT

ROAD NO. 2517 - M.P. 2.4

CONSTRUCTION PLANS FOR

SECTION 24, TOWNSHIP 65 NORTH, AND RANGE 2 EAST

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION ONE

IDAHO PANHANDLE NATIONAL FORESTS

BONNERS FERRY RANGER DISTRICT

BOUNDARY COUNTY, IDAHO

PLANS PREPARED BY:

JUSTIN EVERTZ, E.I.

VICINITY MAP

QA/QC BY:

KARL YAKAWICH, P.E.

PROJECT LOCATION

FOREST ENGINEER

IDAHO PANHANDLE NATIONAL FORESTS

FOREST SUPERVISOR

IDAHO PANHANDLE NATIONAL FORESTS

DATE

DATE

BONNERS FERRY DISTRICT RANGER

IDAHO PANHANDLE NATIONAL FORESTS

DATE

GOVERNMENT FURNISHED

- WASTE SITE

- RIPRAP SOURCE

- EMBANKMENT SOURCE

- BACKFILL SOURCE

APPROVED:

RECOMMENDED:

APPROVED:

NOTE:

DRAWING SCALE IS ONLY ACCURATE

WHEN PLANS ARE PLOTTED ON 11" X 17"

(TABLOID)-SIZED PAPER.

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

R

Bonners

Ferry

Sandpoint

Coeur d'Alene

St. Maries

Moscow

Lewiston

Orofino

Pierce

Kamiah

Grangeville

New Meadows

Salmon

Boise

Mountain Home

Twin Falls

Burley

Pocatello

Soda

Springs

Idaho

Falls

Rexburg

Island

Park

W A

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O N

UTAH

NEVADA

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EASTPORT

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CANADA

UNITED STATES

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GOOD

GRIEF

SPRUCE PIT

RIPRAP SOURCE

EMBANKMENT SOURCE

BACKFILL SOURCE

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AutoCAD SHX Text 3/15/17

COPPER CREEK CULVERT

TYPICAL ROADWAY SECTION & ESTIMATED QUANTITIES

ROAD NO. 2517 - M.P. 2.4

IDAHO PANHANDLE NATIONAL FORESTS

1-15258

MARCH 15, 2017

SHEET NO.

JDE

JDE

RME

KFY

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

R

PREPARED BY:

REGION ONE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

GENERAL NOTES:

SPECIFICATIONS:

DESIGN SPECIFICATION:

HYDROLOGY & HYDRAULICS:

CLEARING AND GRUBBING:

STRUCTURAL PLATE PIPE-ARCH:

CONCRETE:

REINFORCING STEEL:

HARDWARE AND STRUCTURAL STEEL:

CONTRACTOR QUALITY CONTROL:

SEEDING:

VIEW OF EXISTING CULVERT OUTLET

(JUNE 2016)

VIEW OF EXISTING ROAD APPROACH LOOKING SOUTH

(JUNE 2016)

TYPICAL ROADWAY SECTION

ESTIMATED QUANTITIES*

ITEM NO. DESCRIPTION

METHOD OF

MEASUREMENT

UNIT

QUANTITY

15101 MOBILIZATION LSQ LS 1

15221 CONSTRUCTION SURVEY AND STAKING LSQ LS 1

15713 SOIL EROSION AND POLLUTION CONTROL LSQ LS 1

20304 REMOVAL OF EXISTING CULVERT LSQ LS 1

20806 STRUCTURE EXCAVATION LSQ LS 1

20808

STRUCTURAL BACKFILL (COMMERCIAL SOURCE FOR IMPORTED MATERIAL)

LSQ LS 1

20811

BEDDING MATERIAL (COMMERCIAL SOURCE)

CQ CY 113

25101

PLACED RIPRAP, CLASS 5 (GOVERNMENT FURNISHED MATERIAL SOURCE)

CQ CY 27

30809

CRUSHED AGGREGATE (COMMERCIAL SOURCE)

CQ CY 54

60302 14'-2" SPAN, 9'-10" RISE STRUCTURAL PLATE PIPE-ARCH, 12 GAUGE, 6" X 2" CORRUGATIONS

CQ LF 75

62201a HYDRAULIC EXCAVATOR WITH THUMB AQ HR 8

62201b DUMP TRUCK AQ HR 8

62503

SEEDING & MULCHING, DRY METHOD

LSQ LS 1

67050

SLASH FILTER WINDROW (GOVERNMENT FURNISHED MATERIAL SOURCE)

LSQ LS 1

*INFORMATION ONLY - NOT FOR BIDDING PURPOSES - REFER TO BID SCHEDULE

AutoCAD SHX Text I:\AutoCAD\Template - Civil 3D\Sheet - USFS Plan & Profile - C3D.dwg

AutoCAD SHX Text MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03 (U.S. CUSTOMARY UNITS). DESIGNS SHALL CONFORM TO HL-93 LOADING IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 7th EDITION WITH CURRENT INTERIMS. ROADWAY DESIGN TO ACCOMMODATE LOW BOY DESIGN VEHICLE. THIS STRUCTURE PROVIDES ADEQUATE CAPACITY FOR THE 100-YEAR FREQUENCY FLOOD WHICH HAS A DESIGN FLOW VOLUME OF 628 CUBIC FEET PER SECOND (CFS). THE 2-YEAR AND THE 10-YEAR EVENTS WERE ESTIMATED AT 155 CFS 628 CUBIC FEET PER SECOND (CFS). THE 2-YEAR AND THE 10-YEAR EVENTS WERE ESTIMATED AT 155 CFS CUBIC FEET PER SECOND (CFS). THE 2-YEAR AND THE 10-YEAR EVENTS WERE ESTIMATED AT 155 CFS 155 CFS CFS AND 337 CFS, RESPECTIVELY. 337 CFS, RESPECTIVELY. CFS, RESPECTIVELY. CLEARING AND GRUBBING SHALL BE INDIRECTLY PAID BY ITEM 67050. CONTRACTOR SHALL DISPOSE OF CLEARING AND GRUBBING MATERIAL PER SUPPLEMENTAL SPECIFICATION 203. THE STRUCTURAL PLATE PIPE-ARCH SHALL BE 14'-2" SPAN, 9'-10" RISE, 6" X 2" CORRUGATIONS WITH GALVANIZED 14'-2" SPAN, 9'-10" RISE, 6" X 2" CORRUGATIONS WITH GALVANIZED SPAN, 9'-10" RISE, 6" X 2" CORRUGATIONS WITH GALVANIZED 9'-10" RISE, 6" X 2" CORRUGATIONS WITH GALVANIZED RISE, 6" X 2" CORRUGATIONS WITH GALVANIZED STEEL OF 0.111" THICKNESS (12 GAGE). STEEL PLATES SHALL BE CONNECTED WITH BOLTS SUPPLIED BY THE 0.111" THICKNESS (12 GAGE). STEEL PLATES SHALL BE CONNECTED WITH BOLTS SUPPLIED BY THE " THICKNESS (12 GAGE). STEEL PLATES SHALL BE CONNECTED WITH BOLTS SUPPLIED BY THE 12 GAGE). STEEL PLATES SHALL BE CONNECTED WITH BOLTS SUPPLIED BY THE GAGE). STEEL PLATES SHALL BE CONNECTED WITH BOLTS SUPPLIED BY THE MANUFACTURER. THE CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS PRIOR TO ORDERING MATERIALS. THE STEEL STRUCTURAL PLATE PIPE-ARCH CULVERT SHALL BE ASSEMBLED IN ACCORDANCE WITH THE PLATE LAYOUT DRAWINGS PROVIDED BY THE MANUFACTURER AND PER THE MANUFACTURER'S RECOMMENDATIONS. A CULVERT ALTERNATIVE TO THE STRUCTURAL PLATE PIPE-ARCH MAY BE PROPOSED. THE PIPE-ARCH SHALL CONSIST OF A CORRUGATED STEEL PIPE-ARCH, 14'-3" SPAN BY 9'-2" RISE, 5" X 1" CORRUGATIONS, MIN. 0.168" THICKNESS. LENGTH 14'-3" SPAN BY 9'-2" RISE, 5" X 1" CORRUGATIONS, MIN. 0.168" THICKNESS. LENGTH SPAN BY 9'-2" RISE, 5" X 1" CORRUGATIONS, MIN. 0.168" THICKNESS. LENGTH 9'-2" RISE, 5" X 1" CORRUGATIONS, MIN. 0.168" THICKNESS. LENGTH RISE, 5" X 1" CORRUGATIONS, MIN. 0.168" THICKNESS. LENGTH 0.168" THICKNESS. LENGTH " THICKNESS. LENGTH & ORIENTATION SHALL BE AS SHOWN. USE CLASS A(AE) OR C(AE) CONCRETE, F'C = 4,000 PSI AT 28 DAYS WITH AN ENTRAINED AIR CONTENT OF 5% ± 1%.FINISH CONCRETE WITH A CLASS 1 - ORDINARY SURFACE FINISH. ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. CHAMFER ALL EXPOSED EDGES OF CONCRETE AND FILLET ALL RE-ENTRANT ANGLES " UNLESS NOTED OTHERWISE. 34" UNLESS NOTED OTHERWISE. ALL REINFORCING SHALL BE OF THE DEFORMED BAR TYPE CONFORMING TO AASHTO M31 (ASTM A615), GRADE 60. CONCRETE CLEAR COVER SHALL BE 2" UNLESS SHOWN OTHERWISE ON THE PLANS. BENDING AND SPLICING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 315. ALL STEEL SHAPES, PLATES AND BARS SHALL CONFORM TO AASHTO M270 (ASTM A36) AND SHALL BE GALVANIZED. HARDWARE SHALL MEET REQUIREMENTS OF ASTM A325 UNLESS SHOWN OTHERWISE ON THE PLANS. ALL WELDING TO BE CONDUCTED BY A CERTIFIED WELDER WITH CREDENTIALS SUBMITTAL REQUIRED. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.5, BRIDGE WELDING CODE. ALL ELECTRODES SHALL BE E70XX. REFER TO FP-03 SECTION 153 AND SUPPLEMENTAL SPECIFICATION 153 FOR TESTING AND SUBMITTAL REQUIREMENTS. CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS. SEED AND MULCH TO BE CERTIFIED WEED FREE. REFER TO FSSS 625.

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CRUSHED AGGREGATE, 4" COMPACTED DEPTH.

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NOT TO SCALE

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1.25:1 (TYP.)*

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* SEE ROADWAY CROSS-SECTIONS

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EXISTING GROUND, (TYP.)

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ROADWAY EMBANKMENT, (TYP.)

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4% (TYP.)*

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ROADWAY

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4% (TYP.)*

1.5:1 (TYP.)*

PROFILE VIEW OF ROAD NO. 2517 - STA. 1+50 TO STA. 5+50

Δ

PLAN VIEW OF ROAD NO. 2517 - STA. 1+50 TO STA. 5+50

NORTH

COPPER CREEK CULVERT

ROAD PLAN & PROFILE

ROAD NO. 2517 - M.P. 2.4

IDAHO PANHANDLE NATIONAL FORESTS

1-15258

MARCH 15, 2017

SHEET NO.

JDE

JDE

RME

KFY

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

R

PREPARED BY:

REGION ONE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

NOTES:

C

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CP3

CP1

CP4

CP5

CONTROL POINT

COORDINATE TABLE*

POINT NORTHING EASTING ELEVATION DESCRIPTION

CP1 5000.00 10000.00 1000.00 REBAR W/CAP

CP2 5006.23 10119.06 1019.04 REBAR W/CAP

CP3 5023.37 9870.40 986.10 REBAR W/CAP

CP4 5113.87 9926.95 1007.80 REBAR W/CAP

CP5 4942.33 10074.19 1003.91 REBAR W/CAP

* LOCAL COORDINATE SYSTEM UTILIZED

ROADWAY CENTERLINE

COORDINATE STAKING TABLE

DESCRIPTION NORTHING EASTING ELEVATION

STA. 2+07.98 PC 5115.62 9881.14 N/A

STA. 2+60.00 BEGIN ROADWAY &

GRAVEL SURFACING

5102.16 9931.16 1007.04

STA. 2+75.00 5095.42 9944.55 1006.28

STA. 3+00.00 5081.56 9965.33 1005.19

STA. 3+25.00 5064.70 9983.77 1004.33

STA. 3+52.51 CL CULVERT 5043.18 10000.84 1003.65

STA. 3+60.07 PT 5036.79 10004.88 1003.51

STA. 3+75.00 5023.99 10012.57 1003.29

STA. 4+00.00 5002.56 10025.44 1003.11

STA. 4+25.00 4981.12 10038.31 1003.16

STA. 4+50.00 4959.69 10051.18 1003.44

STA. 4+75.00 4938.11 10063.80 1003.94

STA. 4+80.00 END ROADWAY &

GRAVEL SURFACING

4933.79 10066.31 EXISTING

CP2

TP1

TP2

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1. CONTRACTOR MAY USE SUITABLE ONSITE MATERIAL FROM STRUCTURE EXCAVATION FOR CONTRACTOR MAY USE SUITABLE ONSITE MATERIAL FROM STRUCTURE EXCAVATION FOR EMBANKMENT CONSTRUCTION. ALL EMBANKMENT MATERIAL SHALL BE APPROVED BY THE C.O. BEFORE PLACEMENT. CONTRACTOR MAY ALSO USE SPRUCE PIT FOR ADDITIONAL EMBANKMENT MATERIAL. ALL EMBANKMENT MATERIAL TO BE APPROVED BY C.O. BEFORE PLACEMENT. ROADWAY EMBANKMENT INCIDENTAL TO 20806. UTILIZE COMPACTION METHOD B (ROLLER) AS SPECIFIED IN FSSS 204. 2. ESTIMATED QUANTITIES ARE PROVIDED FOR INFORMATION ONLY. CONTRACTOR TO VERIFY ESTIMATED QUANTITIES ARE PROVIDED FOR INFORMATION ONLY. CONTRACTOR TO VERIFY QUANTITIES. 3. CONTRACTOR TO DISPOSE OF EXCESS AND/OR UNSUITABLE MATERIAL IN A GOVERNMENT CONTRACTOR TO DISPOSE OF EXCESS AND/OR UNSUITABLE MATERIAL IN A GOVERNMENT FURNISHED WASTE WITHIN 2 MILES OF THE PROJECT SITE (PER THE C.O.) 2 MILES OF THE PROJECT SITE (PER THE C.O.) OF THE PROJECT SITE (PER THE C.O.) 4. REFER TO SHEETS 10-11 FOR ROADWAY CROSS-SECTIONS. REFER TO SHEETS 10-11 FOR ROADWAY CROSS-SECTIONS. 10-11 FOR ROADWAY CROSS-SECTIONS. -11 FOR ROADWAY CROSS-SECTIONS. 11 FOR ROADWAY CROSS-SECTIONS. FOR ROADWAY CROSS-SECTIONS. 5. CONTRACTOR TO PRESERVE ALL LARGE DIAMETER TREES PER THE DIRECTION OF THE C.O. LARGE CONTRACTOR TO PRESERVE ALL LARGE DIAMETER TREES PER THE DIRECTION OF THE C.O. LARGE DIAMETER TREES REQUIRED TO BE REMOVED FOR CONSTRUCTION SHALL BE DISPOSED OF AT THE WASTE SITE OR AS DIRECTED BY THE C.O. THIS WORK IS INDIRECTLY PAID BY ITEM 67050. 6. MATERIALS MAY BE STOCKPILED ADJACENT TO THE EXISTING CULVERT ALONG THE ROADWAY. NO MATERIALS MAY BE STOCKPILED ADJACENT TO THE EXISTING CULVERT ALONG THE ROADWAY. NO MATERIALS OR EQUIPMENT MAY BE STORED BELOW THE ORDINARY HIGH WATER MARK OF THE CREEK.

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END PROJECT STA. 4+80.00 (MATCH EXISTING)

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BEGIN PROJECT STA. 2+60.00 (MATCH EXISTING)

AutoCAD SHX Text NEW 14'-2" SPAN x 9'-10" RISE x 75' LONG STEEL STRUCTURAL PLATE PIPE-ARCH CULVERT

AutoCAD SHX Text NEW 14'-2" SPAN x 9'-10" RISE x 75' LONG STEEL STRUCTURAL PLATE PIPE-ARCH CULVERT

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EXISTING EDGE OF ROAD (TYP.)

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CRUSHED AGGREGATE 4" DEPTH (TYP.)

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FINNISHED GRADE ALONG OF ROADWAY

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SURVEYED EDGE OF WATER (6/14/16)

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NEW EDGE OF ROADWAY (TYP.)

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CONSTRUCTION LIMITS (TYP.)

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PC: 2+07.98

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PT: 3+60.07

AutoCAD SHX Text EXISTING 7' x 70'CSP CULVERT TO BE REMOVED & DISPOSED

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EXISTING GRADE ALONG OF ROADWAY (TYP.)

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STRUCTURAL EXCAVATION AND BACKFILL LIMITS (TYP.)

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END TAPER STA. 2+80.00

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START TAPER STA. 2+60.00

CLASS 5 RIPRAP (TYP.)

PROFILE VIEW OF COPPER CREEK - STA. 51+60 TO STA. 53+60

PLAN VIEW OF COPPER CREEK - STA. 51+60 TO STA. 53+60

N O

R T

H

COPPER CREEK CULVERT

STREAM PLAN & PROFILE

ROAD NO. 2517 - M.P. 2.4

IDAHO PANHANDLE NATIONAL FORESTS

1-15258

MARCH 15, 2017

SHEET NO.

JDE

JDE

RME

KFY

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

R

PREPARED BY:

REGION ONE

NOTES:

COPPER CREEK

R

O

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

TYPICAL CHANNEL SECTION

CHANNEL CENTERLINE

COORDINATE STAKING TABLE

DESCRIPTION NORTHING EASTING ELEVATION

STA. 52+00.00 BEGIN CHANNEL WORK 5041.72 9944.19 EXISTING

STA. 52+13.12 D/S INV. ELEV. @ CL OF

CULVERT

5041.31 9957.30 986.06

STA. 52+87.81 U/S INV. ELEV. @ CL OF

CULVERT

5044.53 10031.92 992.90

STA. 53+15.00 END CHANNEL WORK 5040.03 10058.67 EXISTING

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1. UTILIZE EXCESS CHANNEL EXCAVATION AND/OR STRUCTURE EXCAVATION MATERIAL TO UTILIZE EXCESS CHANNEL EXCAVATION AND/OR STRUCTURE EXCAVATION MATERIAL TO REGRADE AND SHAPE THE STREAM CHANNEL PER C.O APPROVAL. REGRADE AND SHAPE THE CHANNEL WITHIN THE CULVERT PER DETAILS ON SHEET 6; THIS WORK 6; THIS WORK ; THIS WORK WILL BE INDIRECTLY PAID BY ITEM 20806. REGRADE AND SHAPE THE CHANNEL OUTSIDE THE CULVERT PER THE TYPICAL CHANNEL SECTION DETAIL ON THIS SHEET; THIS WORK WILL BE PAID FOR UNDER ITEMS 20806. REFER TO FSSS 648 FOR 20806. REFER TO FSSS 648 FOR ADDITIONAL REQUIREMENTS. IF SUITABLE STREAMBED MATERIAL CANNOT BE ACQUIRED, . IF SUITABLE STREAMBED MATERIAL CANNOT BE ACQUIRED, IF SUITABLE STREAMBED MATERIAL CANNOT BE ACQUIRED, CONTRACTOR MAY OBTAIN FROM THE SPRUCE PIT AS APPROVED BY THE C.O. & SHALL BE INCIDENTAL TO BID ITEM 20806. 2. CHANNEL EXCAVATION AND EMBANKMENT QUANTITIES ARE FOR INFORMATION ONLY AND CHANNEL EXCAVATION AND EMBANKMENT QUANTITIES ARE FOR INFORMATION ONLY AND ARE CALCULATED TO THE CHANNEL FINISHED GRADE. 3. CONTRACTOR SHALL SALVAGE VEGETATED SOILS MATS, OTHER RIPARIAN VEGETATION, CONTRACTOR SHALL SALVAGE VEGETATED SOILS MATS, OTHER RIPARIAN VEGETATION, AND TOP SOIL PRIOR TO CLEARING AND GRUBBING AS DIRECTED BY THE C.O. VEGETATION WILL BE PLACED ON THE STREAM BANKS ABOVE BANKFULL AS DIRECTED BY THE C.O. PLACING SOIL MATS AND RIPARIAN VEGETATION SHALL BE PAID UNDER ITEM 62201a. PLACING SALVAGED TOPSOIL SHALL BE INCIDENTAL TO ITEM 20806. 4. TO OPTIMIZE TRANSPLANT SUCCESS, OVER-EXACAVATE A DIVOT FOR SOIL MAT OR TO OPTIMIZE TRANSPLANT SUCCESS, OVER-EXACAVATE A DIVOT FOR SOIL MAT OR OTHER RIPARIAN VEGETATION. PLACE FILL MATERIAL IN DIVOT HOLE SURROUNDING PLANT TO NATURAL CONTOUR. COMPACT THOROUGHLY. WATER IMMEDIATELY WITH EXCAVATOR BUCKET. 5. THE TRANSITION FROM THE TYPICAL CULVERT SECTION TO THE TYPICAL CHANNEL THE TRANSITION FROM THE TYPICAL CULVERT SECTION TO THE TYPICAL CHANNEL SECTION IS TO OCCUR OVER A MINIMUM DISTANCE OF 5'. TRANSITION STREAM BANKS SHALL BE CONSTRUCTED WITH LARGER BANK MARGIN ROCK INTERMIXED WITH STREAMBED MATERIAL. TOPSOIL SHALL BE PLACED ON TOP FOR SEEDING AND PLANTING.

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END CHANNEL WORK STA. 53+15.00 (MATCH EXISTING CHANNEL ELEV. & WIDTH)

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BEGIN CHANNEL WORK STA. 52+00.00 (MATCH EXISTING CHANNEL ELEV. & WIDTH)

AutoCAD SHX Text NEW 14'-2" SPAN x 9'-10" RISE x 75' LONG STEEL STRUCTURAL PLATE PIPE-ARCH CULVERT

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EXISTING GRADE ALONG OF CHANNEL

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NEW CHANNEL THALWEG

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SURVEYED EDGE OF WATER (06/14/16)

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FINISHED GRADE ALONG ROADWAY

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CLASS 5 RIPRAP, (TYP.)

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AutoCAD SHX Text EXISTING 7' x 70'CSP CULVERT TO BE REMOVED & DISPOSED

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CONSTRUCTION LIMITS (TYP.)

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BOTTOM OF CULV. STA. 52+87.81 ELEV. = 992.90

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REGRADE STREAM CHANNEL

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REGRADE STREAM CHANNEL

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16.37% (EXISTING)

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BEVEL CULVERT ENDS (TYP.) SEE DETAIL

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11.44% (EXISTING)

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NOT TO SCALE

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PROFILE GRADE

BOTTOM OF CULV. STA. 52+13.12 ELEV. = 986.06

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STREAM DIVERSION PLAN

N O

R T

H

COPPER CREEK CULVERT

DIVERSION PLAN

ROAD NO. 2517 - M.P. 2.4

IDAHO PANHANDLE NATIONAL FORESTS

1-15258

MARCH 15, 2017

SHEET NO.

JDE

JDE

RME

KFY

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

R

PREPARED BY:

REGION ONE

PUMP

NOTE:

DIVERSION DAM DETAIL

C O

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C R

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K

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PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

NOTES:

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SCALE: 1" = 20'

AutoCAD SHX Text F:\1-15258-IPNF Spruce and Big Creek AOP\Copper Falls Creek 2509\CADD 1-15258 Copper Falls\Sheets\1-15258-Copper Falls-05-Diversion Plan.dwg

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SANDBAG OR OTHER DIVERSION DAM HEIGHT AT LEAST 6" OVER TOP OF PIPE

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STREAMBED

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PUMP STREAMFLOW AS NECESSARY TO CONSTRUCT DAM

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DIVERSION PIPE

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BYPASS DAM. LOCATION STAKED BY CONTRACTOR AND APPROVED BY THE C.O.

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PUMP EFFLUENT INTO SURROUNDING LANDSCAPE

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PUMP EFFLUENT INTO SURROUNDING LANDSCAPE

AutoCAD SHX Text STREAM BYPASS PIPE AND/OR LINED OPEN CHANNEL. (CONTRACTOR TO SIZE TO CARRY ENTIRE STREAM FLOW)

AutoCAD SHX Text UPSTREAM SUMP PUMP AT DEPTH NEEDED TO BE USED TO INTERCEPT SEEPAGE FROM DIVERSION DAM

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SEDIMATS (SEE NOTES 4-5)

AutoCAD SHX Text DOWNSTREAM SUMP PUMP. PLACE IN CUT-OFF TRENCH OR SUMP AT DEPTH NEEDED TO DE-WATER SITE

1. DE-WATER THE EXCAVATION IN ACCORDANCE WITH FP-03 SECTIONS 208, 209 AND 157 AND THE DE-WATER THE EXCAVATION IN ACCORDANCE WITH FP-03 SECTIONS 208, 209 AND 157 AND THE REQUIREMENTS ON THIS SHEET. 2. DE-WATERING IS THE RESPONSIBILITY OF THE CONTRACTOR AND CONTRACTOR SHALL SUBMIT A DE-WATERING IS THE RESPONSIBILITY OF THE CONTRACTOR AND CONTRACTOR SHALL SUBMIT A DE-WATERING PLAN TO THE C.O. FOR APPROVAL ALONG WITH THE EXCAVATION PLAN. THIS SHEET ILLUSTRATES GENERIC DE-WATERING REQUIREMENTS AND POSSIBLE METHODS AND EQUIPMENT AND IS NOT CONSIDERED ADEQUATE FOR THIS PROJECT. CONTRACTOR SHALL DEVELOP THEIR OWN PROJECT SPECIFIC DE-WATERING PLANS AND SHALL INCLUDE DRAWINGS AND A WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED LAYOUT, METHODS, EQUIPMENT, FISH PASSAGE CONSIDERATIONS AND ANTICIPATED STREAM FLOW VOLUMES. APPROVAL OF THE DE-WATERING PLAN BY THE CONTRACTING OFFICER DOES NOT RELIEVE THE CONTRACTOR FROM COMPLETING THE WORK AS SPECIFIED. IF CONTRACTOR'S IDENTIFIED DE-WATERING METHODS ARE NOT PRODUCING DESIRED RESULTS, CONTRACTOR SHALL RE-EVALUATE AND SUBMIT ANOTHER PLAN TO C.O. FOR APPROVAL. NO ADDITIONAL PAYMENT WILL BE MADE FOR THIS WORK. ALL WORK RELATING TO THE STREAM DIVERSION IS PAID UNDER ITEM 15713. 3. CONTRACTOR IS RESPONSIBLE FOR SIZING ALL PUMPS, DAMS, BYPASS PIPES, OPEN CHANNELS, ETC AND CONTRACTOR IS RESPONSIBLE FOR SIZING ALL PUMPS, DAMS, BYPASS PIPES, OPEN CHANNELS, ETC AND WILL NEED TO MAINTAIN PUMPING CAPACITY OF THE INFLOW DURING THE DURATION OF THE PROJECT. PUMPS TO BE PLACED IN LOCATION OR WITHIN SECONDARY CONTAINMENT TO PREVENT FUEL/OIL FROM SPILLING INTO STREAM. CONTRACTOR TO BE RESPONSIBLE FOR CLEANUP OF ANY FUEL/OIL SPILLAGE. 4. SOIL EROSION AND SEDIMENT CONTROL MEASURES SPECIFIC TO THE DE-WATERING PLAN SHALL BE SOIL EROSION AND SEDIMENT CONTROL MEASURES SPECIFIC TO THE DE-WATERING PLAN SHALL BE INCLUDED AND SHALL BE IN CONFORMANCE WITH PROJECT PERMITS. 5. INSTALL A MINIMUM OF 3 SEDIMATS DOWNSTREAM OF STREAM WORK PRIOR TO CONSTRUCTION. SEDIMATS INSTALL A MINIMUM OF 3 SEDIMATS DOWNSTREAM OF STREAM WORK PRIOR TO CONSTRUCTION. SEDIMATS ARE TO BE INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS. SEDIMATS ARE TO BE REMOVED BY CONTRACTOR POST DEWATERING. THIS WORK IS INDIRECTLY PAID BY ITEM 15713. 6. CONTRACTOR SHALL GIVE 2 DAYS NOTICE BEFORE DEWATERING. DEWATERING SHALL TAKE PLACE FIRST CONTRACTOR SHALL GIVE 2 DAYS NOTICE BEFORE DEWATERING. DEWATERING SHALL TAKE PLACE FIRST THING IN THE MORNING AND NO IN-STREAM WORK OR WORK NEARBY SHALL TAKE PLACE FOR THE REST OF THE DAY. REWATERING WILL ALSO BE DONE SLOWLY IN A MANNER TO REDUCE SEDIMENTATION. 7. CLEARING LIMITS WILL VARY DEPENDING ON THE DIVERSION PLAN SUBMITTED BY THE CONTRACTOR. CLEARING LIMITS WILL VARY DEPENDING ON THE DIVERSION PLAN SUBMITTED BY THE CONTRACTOR. CONTRACTOR TO SUBMIT PROPOSED CLEARING LIMITS WITH DIVERSION PLAN.

TYPICAL SECTION - STEEL STRUCTURAL PLATE PIPE-ARCH CULVERT

CULVERT DETAILS

ROAD NO. 2517 - M.P. 2.4

IDAHO PANHANDLE NATIONAL FORESTS

1-15258

MARCH 15, 2017

SHEET NO.

JDE

JDE

RME

KFY

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

R

PREPARED BY:

REGION ONE

CULVERT END TREATMENT

RIPRAP AT INLET & OUTLET

NOTE:

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

STRUCTURE EXCAVATION NOTES:

DEWATERING AND EROSION CONTROL:

BACKFILL:

ESTIMATED QUANTITIES*

STRUCTURE EXCAVATION

1059 CY

USEABLE STRUCTURE EXCAVATION MATERIAL (50%)

530 CY

ON-SITE (GOV'T FURNISHED) STRUCTURAL BACKFILL

MATERIAL

740 CY

IMPORTED STRUCTURAL BACKFILL MATERIAL

127 CY

TOTAL BEDDING MATERIAL

113 CY

PIPE INFILL MATERIAL

44 CY

REQUIRED ROADWAY EMBANKMENT MATERIAL

55 CY

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SCALE: 1" = 8'

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CULVERT INVERT

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TOP OF CULVERT

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ROAD FILL SLOPE

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RIPRAP, CLASS 5

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VARIES

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CHANNEL INVERT

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BEVEL AT END (ALL CUTS NEED CORROSION RESISTANT COATING)

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EXISTING GROUND ALONG ROADWAY

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FINISH GRADE ALONG ROADWAY

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MINIMUM LIMITS OF STRUCTURE EXCAVATION

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ROADWAY STATIONING DIRECTION LEFT TO RIGHT

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COMPACTED BEDDING MATERIAL

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LOOSE BEDDING MATERIAL

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1. STRUCTURE EXCAVATION SHALL BE COMPLETED IN ACCORDANCE WITH FP-03, SECTION 208. STRUCTURE EXCAVATION SHALL BE COMPLETED IN ACCORDANCE WITH FP-03, SECTION 208. 2. LIMITS SHOWN ARE MINIMUM EXCAVATION REQUIREMENTS BASED ON ENGINEERS LIMITS SHOWN ARE MINIMUM EXCAVATION REQUIREMENTS BASED ON ENGINEERS DETERMINATION OF OSHA SOIL TYPE C AND OSHA EXCAVATION REQUIREMENTS. DETERMINATION IS BASED ON LIMITED DATA AND ACTUAL SITE CONDITIONS MAY VARY. 3. STRUCTURE EXCAVATION QUANTITY SHOWN IS FOR INFORMATION ONLY BASED ON THE LIMITS STRUCTURE EXCAVATION QUANTITY SHOWN IS FOR INFORMATION ONLY BASED ON THE LIMITS SHOWN. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL QUANTITIES BASED ON THEIR OWN EXCAVATION PLAN. 4. CONTRACTOR SHALL SUBMIT EXCAVATION PLAN TO C.O. FOR APPROVAL. PLAN SHALL INCLUDE CONTRACTOR SHALL SUBMIT EXCAVATION PLAN TO C.O. FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED EXCAVATION LIMITS, METHODS, EQUIPMENT, LOCATION OF STOCKPILES, AND ESTIMATED QUANTITIES AND COMPLY WITH OSHA EXCAVATION SOIL TYPING AND REQUIREMENTS. CHANGES TO THE EXCAVATION LIMITS SHOWN ON THIS SHEET FOR CONTRACTOR'S DEWATERING METHODS OR OTHER CONTRACTOR CONVENIENCE, MUST BE SHOWN ON THE CONTRACTOR'S PLAN AND ARE THE RESPONSIBILITY OF THE CONTRACTOR. THIS WORK IS INDIRECTLY PAID BY ITEM 20806. 5. APPROXIMATELY 50 PERCENT OF THE STRUCTURE EXCAVATION MATERIAL IS ANTICIPATED TO APPROXIMATELY 50 PERCENT OF THE STRUCTURE EXCAVATION MATERIAL IS ANTICIPATED TO BE SUITABLE FOR ROADWAY EMBANKMENT MATERIAL. A. MUST HAVE APPROVAL FROM C.O. PRIOR TO REUSE. MUST HAVE APPROVAL FROM C.O. PRIOR TO REUSE. B. SOME MIXING, SORTING, AND DRYING MAY BE REQUIRED PRIOR TO RE-USE. SOME MIXING, SORTING, AND DRYING MAY BE REQUIRED PRIOR TO RE-USE. C. MUST HAVE APPROVAL FROM THE C.O. PRIOR TO REUSE. MUST HAVE APPROVAL FROM THE C.O. PRIOR TO REUSE. 1. PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN ACCORDANCE PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN ACCORDANCE WITH FP-03, SECTION 157 AND THE PROJECT PERMITS. CONTRACTOR SHALL PREPARE AND SUBMIT A SOIL EROSION AND SEDIMENT CONTROL PLAN TO C.O. FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND A WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED LAYOUT, METHODS, AND EQUIPMENT. 2. DEWATER THE EXCAVATION IN ACCORDANCE WITH FP-03 SECTIONS 208, 209, 157 AND THE DEWATER THE EXCAVATION IN ACCORDANCE WITH FP-03 SECTIONS 208, 209, 157 AND THE REQUIREMENTS ON SHEET 5. 5. . 3. CONTRACTOR SHOULD ANTICIPATE WATER INFILTRATING THE EXCAVATIONS. CONTRACTOR SHOULD ANTICIPATE WATER INFILTRATING THE EXCAVATIONS. 4. SUBGRADE EXCAVATION, RIPRAP PLACEMENT, BEDDING PLACEMENT AND BACKFILL ARE TO BE SUBGRADE EXCAVATION, RIPRAP PLACEMENT, BEDDING PLACEMENT AND BACKFILL ARE TO BE COMPLETED PER THE CONTRACT SPECIFICATIONS AND STANDING OR RUNNING WATER IN THE WORK AREA DOES NOT RELIEVE THE CONTRACTOR FROM MEETING THE SPECIFICATIONS.

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1. ALL STRUCTURAL BACKFILL MATERIAL SHALL MEET THE MATERIAL REQUIREMENTS IN FP-03 ALL STRUCTURAL BACKFILL MATERIAL SHALL MEET THE MATERIAL REQUIREMENTS IN FP-03 SECTION 704.04 AND BE COMPACTED IN ACCORDANCE WITH FP-03 SECTION 208. PAYMENT FOR ALL STRUCTURAL BACKFILL MATERIAL AND PLACEMENT SHALL BE INCIDENTAL TO ITEM 20808. THE PROCTOR DENSITY FOR BACKFILL MATERIAL(S) SHALL BE OBTAINED IN ACCORDANCE WITH AASHTO T99, METHOD C. SAMPLING AND TESTING IS REQUIRED PER FP-03 TABLE 208-1. 2. BACKFILL LIMITS SHOWN ARE MINIMUM REQUIREMENTS. ANY BACKFILL OUTSIDE THE BACKFILL LIMITS SHOWN ARE MINIMUM REQUIREMENTS. ANY BACKFILL OUTSIDE THE SHOWN LIMITS SHALL BE CONSIDERED ROADWAY EMBANKMENT AND MUST MEET THE REQUIREMENTS OUTLINED IN SUPPLEMENTAL SPECIFICATION 204. 3. PLACE STRUCTURAL BACKFILL IN HORIZONTAL LAYERS THAT DO NOT EXCEED 6 INCHES IN PLACE STRUCTURAL BACKFILL IN HORIZONTAL LAYERS THAT DO NOT EXCEED 6 INCHES IN COMPACTED THICKNESS. 4. COMPACTION TESTING SHALL BE PERFORMED EVERY 500 SQUARE FEET PER LIFT FOR COMPACTION TESTING SHALL BE PERFORMED EVERY 500 SQUARE FEET PER LIFT FOR STRUCTURAL BACKFILL AS DIRECTED BY THE C.O.

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ONSITE (GOV'T FURNISHED) STRUCTURAL BACKFILL MATERIAL

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IMPORTED STRUCTURAL BACKFILL MATERIAL

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MAXIMUM ALLOWABLE SLOPE

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CUTOFF WALL AT BOTH INLET AND OUTLET OF CULVERT (SEE SHEET 7)

AutoCAD SHX Text INFILL MATERIAL INSIDE OF CULVERT WITH A BLENDED MIXTURE OF 2-PARTS EXCESS EXCAVATION MATERIAL & 1-PART CLASS 2 RIPRAP (GOV'T SOURCE). MIN TOTAL DEPTH OF 1'. INCIDENTAL TO ITEM 20806.

REMOVE & DISPOSE EXISTING CULVERT

EROSION CONTROL DETAILS & CUTOFF WALL DETAILS

ROAD NO. 2517 - M.P. 2.4

IDAHO PANHANDLE NATIONAL FORESTS

1-15258

MARCH 15, 2017

SHEET NO.

JDE

JDE

RME

KFY

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

R

PREPARED BY:

REGION ONE

WINDROW DIMENSIONS

TYPICAL INSTALLATION

SLASH FILTER WINDROW DETAIL

SLASH FILTER WINDROW NOTES:

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

ANCHOR BOLT DETAIL

CUTOFF WALL DETAIL

CUTOFF WALL SECTION

CUTOFF WALLS NOTES:

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EDGE OF ROAD

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TOE OF FILL

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1. CONTRACTOR SHALL UTILIZE CLEARING AND GRUBBING MATERIAL TO ERECT THE CONTRACTOR SHALL UTILIZE CLEARING AND GRUBBING MATERIAL TO ERECT THE SLASH FILTER WINDROW. IF ADDITIONAL MATERIAL IS NEEDED FOR SLASH FILTER WINDROW CONSTRUCTION, UTILIZE MATERIALS ALONG ROADSIDE WITHIN 1 MILE OF THE PROJECT SITE (C.O. TO APPROVE MATERIALS). 2. SLASH, LIMBS AND TOPS MUST BE SMALLER THAN 12 FEET LONG AND 3 SLASH, LIMBS AND TOPS MUST BE SMALLER THAN 12 FEET LONG AND 3 INCHES IN DIAMETER. DO NOT USE STUMPS AND ROOT WADS. 3. PLACE SLASH AT THE TOE OF THE NEW FILL SLOPE WITH A BACKHOE AND PLACE SLASH AT THE TOE OF THE NEW FILL SLOPE WITH A BACKHOE AND TAMP INTO PLACE WITH THE BUCKET. SLASH SHOULD BE TAMPED SO IT IS EMBEDDED APPROXIMATELY 6 INCHES INTO THE SURFACE TO PREVENT WATER FROM RUNNING UNDER THE WINDROW. 4. DO NOT INTERFERE WITH THE FUNCTIONING OF DRAINAGE STRUCTURES OR DO NOT INTERFERE WITH THE FUNCTIONING OF DRAINAGE STRUCTURES OR BLOCK STREAM CHANNELS WITH WINDROWS. ALL LOCATIONS WILL BE STAKED OR FLAGGED BY THE C.O. 5. PLACE STUMPS ON DOWNHILL SIDE OF WINDROW AND PLACED IN A POSITION PLACE STUMPS ON DOWNHILL SIDE OF WINDROW AND PLACED IN A POSITION TO PREVENT ROLLING, AS DIRECTED BY THE C.O. 6. INSTALL A 20 FOOT BREAK IN WINDROW EVERY 200 FEET.INSTALL A 20 FOOT BREAK IN WINDROW EVERY 200 FEET.

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AutoCAD SHX Text 6" x 6" x W2.9 WIRE MESH

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STRUCTURAL STEEL PLATE PIPE ARCH CULVERT

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3/4" DIA. GALV. ANCHOR BOLT

AutoCAD SHX Text ANCHOR BOLT SPACING: MIN. OF FIVE " DIA. GALV. ANCHOR BOLTS 34" DIA. GALV. ANCHOR BOLTS IN WALL. USE MAX. SPACING OF 1"-6".

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1. CUTOFF WALLS SHALL BE PRECAST OR CUTOFF WALLS SHALL BE PRECAST OR CAST-IN-PLACE. IF PRECAST, CONTRACTOR SHALL SUBMIT CONNECTION DETAIL FOR APPROVAL. CONCRETE SHALL BE AS INDICATED IN GENERAL NOTES. 2. CUTOFF WALLS INDIRECTLY PAID BY ITEM 60302. CUTOFF WALLS INDIRECTLY PAID BY ITEM 60302.

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ANCHOR BOLTS SEE

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TEST PIT LOG #1

TEST PIT LOG #1

ROAD NO. 2517 - M.P. 2.4

IDAHO PANHANDLE NATIONAL FORESTS

1-15258

MARCH 15, 2017

SHEET NO.

JDE

JDE

RME

KFY

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

R

PREPARED BY:

REGION ONE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

I:\AutoCAD\Template - Civil 3D\Sheet - USFS Plan & Profile - C3D.dwg

TEST PIT LOG #2

TEST PIT LOG #2

ROAD NO. 2517 - M.P. 2.4

IDAHO PANHANDLE NATIONAL FORESTS

1-15258

MARCH 15, 2017

SHEET NO.

JDE

JDE

RME

KFY

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

R

PREPARED BY:

REGION ONE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

ROADWAY CROSS-SECTIONS

ROADWAY CROSS SECTIONS

ROAD NO. 2517 - M.P. 2.4

IDAHO PANHANDLE NATIONAL FORESTS

1-15258

MARCH 15, 2017

SHEET NO.

JDE

JDE

RME

KFY

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

R

PREPARED BY:

REGION ONE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

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MATCH EXISTING ELEV. & WIDTH

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MATCH EXISTING

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MATCH EXISTING

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CENTERLINE CULVERT (ALONG SKEW)

AutoCAD SHX Text NEW 14'-2" SPAN x 9'-10" RISE x 75' LONG STEEL STRUCTURAL PLATE PIPE-ARCH CULVERT

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HORIZONTAL SCALE: 1" = 20'

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VERTICAL SCALE: 1" = 20'

ROADWAY CROSS-SECTIONS

ROADWAY CROSS SECTIONS

ROAD NO. 2517 - M.P. 2.4

IDAHO PANHANDLE NATIONAL FORESTS

1-15258

MARCH 15, 2017

SHEET NO.

JDE

JDE

RME

KFY

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

R

PREPARED BY:

REGION ONE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

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MATCH EXISTING

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MATCH EXISTING

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MATCH EXISTING ELEV. & WIDTH

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HORIZONTAL SCALE: 1" = 20'

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VERTICAL SCALE: 1" = 20'