Attachment 4_ Drawings_Horse Creek.pdf

LOCATION MAP

Fargo

Wahpeton

Valley City

Jamestown

Bismarck

Mandan

Dickinson

Williston

Minot

Devils Lake

Grafton

Grand Forks

CANADA

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Bowman

Beach

NO. DATEBYREVISION DESCRIPTION

SHEET NO.

SET NO.

PROJECT:

DATE:

SHEET INDEX

PROJECT LOCATION

SHEET 1 COVER

SHEET 2 TYPICAL ROADWAY SECTION & QUANTITIES

SHEET 3 OVERALL SITE PLAN

SHEET 4 ROAD NO. 779-1 PLAN & PROFILE

SHEET 5 INTERSECTION PLAN & PROFILE

SHEET 6 STREAM PLAN & PROFILE

SHEET 7 STREAM DIVERSION PLAN

SHEET 8 CULVERT DETAILS

SHEET 9 WINGWALL DETAILS

SHEET 10 MISCELLANEOUS DETAILS

SHEET 11 TRAFFIC CONTROL PLAN

SHEET 12 ROAD NO. 779-1 CROSS-SECTIONS

SHEET 13 ROAD NO. 779-1 CROSS-SECTIONS

SHEET 14 SOUTH INTERSECTION CROSS-SECTIONS

SHEET 15 NORTH INTERSECTION CROSS-SECTIONS

SEPT. 14, 2018

1-18187

N

HORSE CREEK CULVERT REPLACEMENT

ROAD NO. 779-1 - M.P. 1.60

CONSTRUCTION PLANS FOR

SECTION 3, TOWNSHIP 135 NORTH, AND RANGE 106 WEST

LAT: 46.526716°, LONG: -103.976509°

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION ONE

DAKOTA PRAIRIE NATIONAL GRASSLANDS

MEDORA RANGER DISTRICT

SLOPE COUNTY, NORTH DAKOTA

PLANS PREPARED BY:

JUSTIN EVERTZ, E.I.

VICINITY MAP

QA/QC BY:

RYAN ELLIOTT, P.E.

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MILES CITY

BAKER

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GRASSLANDS ENGINEER

DAKOTA PRAIRIE NATIONAL GRASSLANDS

GRASSLANDS SUPERVISOR

DAKOTA PRAIRIE NATIONAL GRASSLANDS

DATE

DATE

MEDORA DISTRICT RANGER

DAKOTA PRAIRIE NATIONAL GRASSLANDS

DATE

APPROVED:

APPROVED:

APPROVED:

THIS PROJECT

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engineering

2501 BELT VIEW DRIVE

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APPROVED BY:

WILLIAM B. LLOYD, P.E.

PROJECT LOCATION

BIG HILL

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DIRECTOR OF ENGINEERING

REGION ONE

DATE

APPROVED:

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WILLIAM B. LLOYD

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AutoCAD SHX Text 9-14-2018

HORSE CREEK CULVERT REPLACEMENT

TYPICAL ROADWAY SECTION & QUANTITIES

ROAD NO. 779-1 - M.P. 1.60

DAKOTA PRAIRIE NATIONAL GRASSLANDS

1-18187

SEPT. 14, 2018

SHEET NO.

JDE

JDE

RME

WBL

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:

4-SIDED PRECAST CONCRETE BOX CULVERT:

CONCRETE:

REINFORCING STEEL:

HARDWARE AND STRUCTURAL STEEL:

EROSION CONTROL:

CONTRACTOR INSTALLATION PLAN:

SEEDING:

TYPICAL ROADWAY SECTION

EXISTING BRIDGE PROFILE EXISTING SITE

TYPICAL CONCRETE BOX SECTION

ESTIMATED QUANTITIES*

ITEM NO. DESCRIPTION

METHOD OF

MEASUREMENT

UNIT

QUANTITY

15101 MOBILIZATION LSQ LS 1

15201 CONSTRUCTION SURVEY AND STAKING LSQ LS 1

15713 SOIL EROSION AND POLLUTION CONTROL LSQ LS 1

20301 REMOVAL OF EXISTING CULVERT LSQ LS 1

20407 ROADWAY EXCAVATION CQ CY 428

20802 FOUNDATION FILL CQ CY 100

20803 STRUCTURAL BACKFILL CQ CY 342

20804 STRUCTURE EXCAVATION LSQ LS 1

25101

PLACED RIPRAP, CLASS 2

CQ CY 228

30207

AGGREGATE SURFACE COURSE, COMPACTION METHOD 2 - NDDOT MODIFIED CLASS 5

CQ CY 352

553A01

20' SPAN, 7' RISE, PRECAST REINFORCED 4-SIDED CONCRETE BOX CULVERT W/ CURBS

CQ LF 24

553A02

PRECAST CONCRETE MEMBER; WINGWALL & WINGWALL FOOTING

CQ EA 4

63306

POST, WOOD

CQ LF 40

63307

OBJECT MARKER, TYPE 3

CQ EA 4

63501 TEMPORARY TRAFFIC CONTROL LSQ LS 1

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

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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-14 (U.S. CUSTOMARY UNITS) AND MODIFIED BY THE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS'S). DESIGN SHALL CONFORM TO HL-93 LOADING IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, CURRENT EDITION WITH CURRENT INTERIMS. THIS STRUCTURE HAS BEEN DESIGNED TO PROVIDE HYDRAULIC CAPACITY FOR THE 25-YEAR DESIGN STORM EVENT. THE 2-YEAR, 25-YEAR & 100-YEAR FREQUENCY FLOOD FLOWS ARE 74 CUBIC FEET PER SECOND (CFS), 537 CFS, AND 855 CFS 74 CUBIC FEET PER SECOND (CFS), 537 CFS, AND 855 CFS CUBIC FEET PER SECOND (CFS), 537 CFS, AND 855 CFS 855 CFS CFS RESPECTIVELY. THE 4-SIDED PRECAST CONCRETE BOX CULVERT SIZE SHALL BE 20'-0" SPAN, PRECAST CONCRETE BOX CULVERT SIZE SHALL BE 20'-0" SPAN, 7'-0" RISE. 4-SIDED PRECAST CONCRETE BOX CULVERT, WINGWALLS, AND WINGWALL FOOTINGS SHALL BE SUPPLIED BY THE SAME MANUFACTURER. DESIGN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NORTH DAKOTA. SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS TO THE FOREST REPRESENTATIVE FOR REVIEW. USE CLASS A(AE) OR C(AE) CONCRETE. 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 34" UNLESS NOTED OTHERWISE.

AutoCAD SHX Text 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. SUBMIT AN EROSION CONTROL PLAN TO THE C.O. FOR REVIEW PRIOR TO BEGINNING ANY WORK. PROVIDE METHODS TO PREVENT RUNOFF FROM THE CONSTRUCTION SITE FROM DIRECTLY ENTERING INTO LIVE STREAMS. CONTRACTOR SHALL SUBMIT AN INSTALLATION PLAN DETAILING ALL STEPS NECESSARY IN THE TRANSPORT AND PLACEMENT OF ALL PRECAST CULVERT ELEMENTS INCLUDING CULVERT ELEMENTS INCLUDING ELEMENTS INCLUDING WINGWALL AND WINGWALL FOOTING ELEMENTS. INSTALLATION PLAN SHALL INCLUDE ALL FOOTING ELEMENTS. INSTALLATION PLAN SHALL INCLUDE ALL ELEMENTS. INSTALLATION PLAN SHALL INCLUDE ALL NECESSARY EQUIPMENT AND ANY ADDITIONAL WORK NECESSARY TO ACCOMMODATE SPECIAL EQUIPMENT. INSTALLATION PLAN IS PAID UNDER ITEM 553A01. SEEDING IS REQUIRED ON ALL NEW ROAD CONSTRUCTION SLOPES AND IN ALL AREAS OF DISTURBANCE. SEEDING IS ALSO REQUIRED ON AREAS OF CHANNEL EXCAVATION AND EMBANKMENT OUTSIDE OF THE CHANNEL. THE REQUIRED SEEDING AREA IS APPROXIMATELY 0.18 . THE REQUIRED SEEDING AREA IS APPROXIMATELY 0.18 ACRES. SEE SEED MIX IN FSSS 625. THIS WORK IS PAID UNDER ITEM 15713.

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PROFILE GRADE

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ROADWAY

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AGGREGATE SURFACE COURSE, 6" COMPACTED DEPTH

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EXISTING GROUND LINE

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ROADWAY EMBANKMENT (TYP.)

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LOOKING SOUTH (DOWNSTREAM)

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LOOKING UPSTREAM

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AutoCAD SHX Text 1'-0" x 1'-0" CONCRETE CURB (TYP.)

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PRECAST CONCRETE BOX CULVERT

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AGGREGATE SURFACE COURSE

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PROFILE GRADE

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*SEE SHEETS 12-15 FOR ROADWAY CROSS-SECTIONS12-15 FOR ROADWAY CROSS-SECTIONS-15 FOR ROADWAY CROSS-SECTIONS15 FOR ROADWAY CROSS-SECTIONS FOR ROADWAY CROSS-SECTIONS

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OVERALL SITE PLAN

ROAD NO. 779-1 - M.P. 1.60

DAKOTA PRAIRIE NATIONAL GRASSLANDS

1-18187

SEPT. 14, 2018

SHEET NO.

JDE

JDE

RME

WBL

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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CONTROL POINT

COORDINATE TABLE

POINT NORTHING EASTING ELEVATION DESCRIPTION

CP2

333,323.088 1,093,958.002 2,866.131

REBAR W/RPC

CP3

333,150.424 1,093,783.875 2,861.713

REBAR W/RPC

CP4

332,956.692 1,093,975.207 2,863.839

REBAR W/RPC

CP5

332,596.932 1,099,937.679 2,933.386

REBAR W/RPC

CP99

333,061.245 1,094,056.311 2,861.451

REBAR W/RPC

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CP3

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CP5 5100'

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SURVEYED CHANNEL CENTERLINE (6/6/2018)

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NEW CONCRETE BOX CULVERT

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BEGIN PROJECT STA. 5+60.00 (MATCH EXISTING WIDTH & ELEV.)

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END PROJECT STA. 11+00.00 (MATCH EXISTING WIDTH & ELEV.)

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1. THIS PROJECT IS ON THE NORTH DAKOTA COORDINATE SYSTEM SOUTH ZONE, NAD83-2011. THIS PROJECT IS ON THE NORTH DAKOTA COORDINATE SYSTEM SOUTH ZONE, NAD83-2011. NORTHING AND EASTING COORDINATES AND ELEVATIONS ARE EXPRESSED IN UNITS OF INTERNATIONAL FEET. 2. DIMENSIONS SHOWN ON THE PLANS ARE IN GROUND. A COMBINATION SCALE FACTOR IS NOT DIMENSIONS SHOWN ON THE PLANS ARE IN GROUND. A COMBINATION SCALE FACTOR IS NOT REQUIRED FOR SURVEY AND STAKING. 3. ELEVATIONS ARE REFERENCED TO THE NAVD88 VERTICAL DATUM. ELEVATIONS ARE REFERENCED TO THE NAVD88 VERTICAL DATUM. 4. RPC = RED PLASTIC CAPRPC = RED PLASTIC CAP

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CP2

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EXISTING 2-STRAND SMOOTH WIRE FENCE (TYP.)

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EXISTING UNDERGROUND COMMUNICATION LINE. DO NOT DISTURB.

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BEGIN NORTH INTERSECTION STA. 31+45.00 BEGIN AGGREGATE SURFACING (MATCH EXISTING WIDTH & ELEV.)

PROFILE VIEW OF ROAD NO. 779-1 - STA. 5+00 TO STA. 12+00

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HORSE CREEK CULVERT REPLACEMENT

ROAD NO. 779-1 PLAN & PROFILE

ROAD NO. 779-1 - M.P. 1.60

DAKOTA PRAIRIE NATIONAL GRASSLANDS

1-18187

SEPT. 14, 2018

SHEET NO.

JDE

JDE

RME

WBL

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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2-STRAND SMOOTH WIRE FENCE. SEE NOTE 6.

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FINISHED GRADE ALONG ROADWAY

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CONSTRUCTION LIMITS (TYP.)

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4.14% (EXIST.)

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STRUCTURAL BACKFILL LIMITS (TYP.)

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END PROJECT STA. 11+00.00 END AGGREGATE SURFACING (MATCH EXISTING WIDTH & ELEV.)

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ROADWAY LOWPOINT: STA. 6+37.00 ELEV. 2861.71

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TOP OF ROAD AT NEW CONCRETE BOX: ELEV. 2864.08

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Q100 WSE = 2862.76

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1. CONTRACTOR SHALL USE SUITABLE ON-SITE MATERIAL FROM STRUCTURE EXCAVATION FOR CONTRACTOR SHALL USE SUITABLE ON-SITE MATERIAL FROM STRUCTURE EXCAVATION FOR ROADWAY EMBANKMENT AND CHANNEL MATERIAL. THE MATERIAL SHALL BE APPROVED BY C.O. BEFORE PLACEMENT. COMPACT ROADWAY EMBANKMENT PER FSSS 204, PLACEMENT METHOD 2. 2. QUANTITIES ARE PROVIDED FOR INFORMATION ONLY AND ARE IN-PLACE QUANTITIES, NO QUANTITIES ARE PROVIDED FOR INFORMATION ONLY AND ARE IN-PLACE QUANTITIES, NO SHRINKAGE OR SWELL FACTORS HAVE BEEN APPLIED. CONTRACTOR SHALL VERIFY QUANTITIES. 3. CONTRACTOR TO DISPOSE OF EXCESS AND/OR UNSUITABLE MATERIAL OFF OF THE PROJECT SITE CONTRACTOR TO DISPOSE OF EXCESS AND/OR UNSUITABLE MATERIAL OFF OF THE PROJECT SITE IN AN APPROVED LANDFILL IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ORDINANCES. NO GOVERNMENT FURNISHED WASTE SITE WILL BE PROVIDED. 4. MATERIALS MAY BE STOCKPILED ADJACENT TO THE EXISTING STRUCTURE AND ALONG THE MATERIALS MAY BE STOCKPILED ADJACENT TO THE EXISTING STRUCTURE AND ALONG THE ROADWAY. NO MATERIALS OR EQUIPMENT MAY BE STORED BELOW THE ORDINARY HIGH WATER MARK OF THE CREEK. 5. CONTRACTOR SHALL ARMOR ROADWAY WITH CLASS 2 RIPRAP TO THE EXTENTS SHOWN ON THIS CONTRACTOR SHALL ARMOR ROADWAY WITH CLASS 2 RIPRAP TO THE EXTENTS SHOWN ON THIS SHEET. ARMOR ROADWAY PER THE ROADWAY ARMORING DETAIL ON SHEET 10. 10. . 6. THE CONTRACTOR SHALL REMOVE AND RESET THE EXISTING METAL T-POST AND 2-STRAND THE CONTRACTOR SHALL REMOVE AND RESET THE EXISTING METAL T-POST AND 2-STRAND SMOOTH WIRE FENCE DURING CONSTRUCTION. ANY FENCING THAT IS DAMAGED DURING CONSTRUCTION MUST BE REPLACED BY THE CONTRACTOR. RESET THE EXISTING FENCING TO THE LOCATIONS SHOWN ON THIS SHEET. FENCING SHOULD TIE INTO THE END OF THE PROPOSED WINGWALLS AS SHOWN. BASED ON THE CONTRACTORS WORK PLAN, TEMPORARY FENCING MAY BE NEEDED DURING CONSTRUCTION TO CONTROL CATTLE MOVEMENT. THIS WORK IS PAID UNDER ITEM 15101. 7. ROAD NO. 779 SHALL REMAIN OPEN TO TRAFFIC DURING THE CONSTRUCTION OF ROAD NO. ROAD NO. 779 SHALL REMAIN OPEN TO TRAFFIC DURING THE CONSTRUCTION OF ROAD NO. 779-1. REFER TO TRAFFIC CONTROL PLAN ON SHEET 11 AND FSSS 156. 11 AND FSSS 156. AND FSSS 156. 8. WALL AND FLOOR THICKNESS OF THE EXISTING BOX CULVERT IS UNKNOWN.WALL AND FLOOR THICKNESS OF THE EXISTING BOX CULVERT IS UNKNOWN.

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ATTACH FENCING TO END OF NEW WINGWALLS. SEE NOTE 6.

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FOUNDATION FILL

TYPE 3 OBJECT MARKER. SEE DETAIL ON SHEET 10. 10. . (TYP. OF 4)

PROFILE VIEW OF NORTH INTERSECTION - STA. 31+00 TO STA. 34+00

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PROFILE VIEW OF SOUTH INTERSECTION - STA. 19+50 TO STA. 22+50

PLAN VIEW OF SOUTH INTERSECTION - STA. 19+50 TO STA. 22+50 & NORTH INTERSECTION - STA. 31+00 TO STA. 34+00

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INTERSECTION PLAN & PROFILE

ROAD NO. 779-1 - M.P. 1.60

DAKOTA PRAIRIE NATIONAL GRASSLANDS

1-18187

SEPT. 14, 2018

SHEET NO.

JDE

JDE

RME

WBL

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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FINISHED GRADE ALONG OF SOUTH INTERSECTION

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EXISTING GROUND ALONG OF SOUTH INTERSECTION

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CONSTRUCTION LIMITS (TYP.)

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0.96% (EXIST.)

AutoCAD SHX Text NEW 4-SIDED CONCRETE BOX CULVERT 20'-0" SPAN x 7'-0" RISE x 24' WIDTH

AutoCAD SHX Text END SOUTH INTERSECTION STA. 21+29.00 END AGGREGATE SURFACING (MATCH EXISTING WIDTH & ELEV.)

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FINISHED GRADE ALONG OF ROAD NO. 779-1 OF ROAD NO. 779-1

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FINISHED GRADE ALONG OF NORTH INTERSECTION

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FINISHED GRADE ALONG OF ROAD NO. 779-1 OF ROAD NO. 779-1

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EXISTING GROUND ALONG OF NORTH INTERSECTION

AutoCAD SHX Text MATCH PROPOSED ROAD NO. 779-1 SOUTH INTERSECTION STA. 20+23.23 ROAD NO. 779-1 STA. 8+46.55

AutoCAD SHX Text MATCH PROPOSED ROAD NO. 779-1 NORTH INTERSECTION STA. 33+08.20 ROAD NO. 779-1 STA. 9+78.47

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-0.72% (EXIST.)

1. CONTRACTOR SHALL USE SUITABLE ON-SITE MATERIAL FROM STRUCTURE EXCAVATION FOR CONTRACTOR SHALL USE SUITABLE ON-SITE MATERIAL FROM STRUCTURE EXCAVATION FOR ROADWAY EMBANKMENT AND CHANNEL MATERIAL. THE MATERIAL SHALL BE APPROVED BY C.O. BEFORE PLACEMENT. COMPACT ROADWAY EMBANKMENT PER FSSS 204, PLACEMENT METHOD 2. 2. QUANTITIES ARE PROVIDED FOR INFORMATION ONLY AND ARE IN-PLACE QUANTITIES, NO QUANTITIES ARE PROVIDED FOR INFORMATION ONLY AND ARE IN-PLACE QUANTITIES, NO SHRINKAGE OR SWELL FACTORS HAVE BEEN APPLIED. CONTRACTOR SHALL VERIFY QUANTITIES. 3. CONTRACTOR TO DISPOSE OF EXCESS AND/OR UNSUITABLE MATERIAL OFF OF THE PROJECT SITE CONTRACTOR TO DISPOSE OF EXCESS AND/OR UNSUITABLE MATERIAL OFF OF THE PROJECT SITE IN AN APPROVED LANDFILL IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ORDINANCES. NO GOVERNMENT FURNISHED WASTE SITE WILL BE PROVIDED. 4. MATERIALS MAY BE STOCKPILED ADJACENT TO THE EXISTING STRUCTURE AND ALONG THE MATERIALS MAY BE STOCKPILED ADJACENT TO THE EXISTING STRUCTURE AND ALONG THE ROADWAY. NO MATERIALS OR EQUIPMENT MAY BE STORED BELOW THE ORDINARY HIGH WATER MARK OF THE CREEK. 5. ROAD NO. 779 SHALL REMAIN OPEN TO TRAFFIC DURING THE CONSTRUCTION OF ROAD NO. ROAD NO. 779 SHALL REMAIN OPEN TO TRAFFIC DURING THE CONSTRUCTION OF ROAD NO. 779-1. REFER TO TRAFFIC CONTROL PLAN ON SHEET 11 AND FSSS 156.11 AND FSSS 156. AND FSSS 156.

PROFILE VIEW OF HORSE CREEK - STA. 70+00 TO STA. 74+00

PLAN VIEW OF HORSE CREEK - STA. 70+00 TO STA. 74+00

NORTH

HORSE CREEK CULVERT REPLACEMENT

STREAM PLAN & PROFILE

ROAD NO. 779-1 - M.P. 1.60

DAKOTA PRAIRIE NATIONAL GRASSLANDS

1-18187

SEPT. 14, 2018

SHEET NO.

JDE

JDE

RME

WBL

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

H

O

R

E

E

K

R O

NOTES:

TYPICAL CHANNEL SECTION

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SCALE IN FEET

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EXISTING CHANNEL BOTTOM ALONG THALWEG

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SURVEYED CHANNEL (6/6/2018)

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CP4

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NEW CHANNEL THALWEG

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1. UTILIZE NATIVE CHANNEL AND STRUCTURE EXCAVATION MATERIAL TO REGRADE AND SHAPE THE UTILIZE NATIVE CHANNEL AND STRUCTURE EXCAVATION MATERIAL TO REGRADE AND SHAPE THE CHANNEL WITHIN THE CULVERT PER THE DETAILS ON SHEET 8. REGRADE AND SHAPE THE CHANNEL 8. REGRADE AND SHAPE THE CHANNEL . REGRADE AND SHAPE THE CHANNEL OUTSIDE THE CULVERT PER THE TYPICAL CHANNEL SECTION DETAIL ON THIS SHEET. THIS WORK SHALL BE PAID UNDER ITEM 20804. 6. NATIVE CHANNEL AND STRUCTURE EXCAVATION MATERIAL SHALL BE USED TO CONSTRUCT THE NATIVE CHANNEL AND STRUCTURE EXCAVATION MATERIAL SHALL BE USED TO CONSTRUCT THE CHANNEL SECTIONS SHOWN IN THE DRAWINGS. CHANNEL EXCAVATION OR STRUCTURE EXCAVATION MATERIAL SHALL BE SORTED DURING EXCAVATION AND THEN BLENDED TO THE PROPER GRADATION TO MATCH THE NATURAL CHANNEL MATERIAL GRADATION. 7. CONTRACTOR SHALL SALVAGE VEGETATED SOILS MATS, OTHER RIPARIAN VEGETATION, AND TOP SOIL 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, RIPARIAN VEGETATION, AND TOPSOIL SHALL BE PAID UNDER ITEM 20804. 8. TO OPTIMIZE TRANSPLANT SUCCESS, OVER-EXACAVATE A DIVOT FOR SOIL MAT OR OTHER RIPARIAN 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. 9. ONLY EXCAVATORS WITH AN OPERATING WEIGHT LESS THAN 50,000 LBS MAY BE USED FOR ONLY EXCAVATORS WITH AN OPERATING WEIGHT LESS THAN 50,000 LBS MAY BE USED FOR CHANNEL EXCAVATION. 10. COMPACT THE CHANNEL MATERIAL USING MECHANICAL AND/OR HAND LABOR METHODS TO FORM A COMPACT THE CHANNEL MATERIAL USING MECHANICAL AND/OR HAND LABOR METHODS TO FORM A WELL-GRADED, LOW PERMEABILITY MASS, SIMILAR IN APPEARANCE AND TEXTURE TO THE NATURAL CHANNEL. 11. CHANNEL EXCAVATION AND EMBANKMENT WILL BE EVALUATED UNDER SUBSECTIONS 106.02 AND CHANNEL EXCAVATION AND EMBANKMENT WILL BE EVALUATED UNDER SUBSECTIONS 106.02 AND 106.04. 12. ALL WORK RELATING TO CHANNEL EXCAVATION AND EMBANKMENT WILL BE PAID FOR UNDER ITEM ALL WORK RELATING TO CHANNEL EXCAVATION AND EMBANKMENT WILL BE PAID FOR UNDER ITEM 20804.

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END CHANNEL WORK STA. 72+23.00 (MATCH EXISTING WIDTH & ELEV.)

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BEGIN CHANNEL WORK STA. 71+55.00 (MATCH EXISTING WIDTH & ELEV.)

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0.62% (EXISTING)

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0.17% (EXISTING)

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INVERT OF BOX STA. 72+02.53 72+02.53 ELEV. = 2855.08 = 2855.08

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INVERT OF BOX STA. 71+78.53 71+78.53 ELEV. = 2855.08 = 2855.08

AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING 15' SPAN X 8' RISE X 15' WIDTH 4-SIDED CONCRETE BOX CULVERT

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CONSTRUCTION LIMITS (TYP.)

AutoCAD SHX Text NEW 4-SIDED CONCRETE BOX CULVERT 20'-0" SPAN x 7'-0" RISE x 24' WIDTH

AutoCAD SHX Text NEW 4-SIDED CONCRETE BOX CULVERT 20'-0" SPAN x 7'-0" RISE x 24' WIDTH

AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING 15' SPAN X 8' RISE X 15' WIDTH 4-SIDED CONCRETE BOX CULVERT

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NOT TO SCALE

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CLASS 2 RIPRAP (TYP.) SEE DETAIL

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P U

M P

P

U

M

P

STREAM DIVERSION PLAN

NORTH

HORSE CREEK CULVERT REPLACEMENT

STREAM DIVERSION PLAN

ROAD NO. 779-1 - M.P. 1.60

DAKOTA PRAIRIE NATIONAL GRASSLANDS

1-18187

SEPT. 14, 2018

SHEET NO.

JDE

JDE

RME

WBL

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

H

O

R

E

E

K

R O

PUMP

NOTE:

DIVERSION DAM DETAIL

NOTES:

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SCALE IN FEET

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PUMP EFFLUENT INTO SURROUNDING LANDSCAPE

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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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DIVERSION DAM LOCATION SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE C.O

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PUMP STREAMFLOW AS NECESSARY TO CONSTRUCT DAM

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DIVERSION PIPE

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NOT TO SCALE

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ANY RUPTURED SANDBAGS TO BE CLEANED UP BY CONTRACTOR

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1. DEWATER THE EXCAVATION IN ACCORDANCE WITH FP-14 SECTIONS 208, 209 AND 157 AND THE DEWATER THE EXCAVATION IN ACCORDANCE WITH FP-14 SECTIONS 208, 209 AND 157 AND THE REQUIREMENTS ON THIS SHEET. 2. DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR AND CONTRACTOR SHALL SUBMIT A DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR AND CONTRACTOR SHALL SUBMIT A DEWATERING PLAN TO THE C.O. FOR APPROVAL ALONG WITH THE EXCAVATION PLAN. THIS SHEET ILLUSTRATES GENERIC DEWATERING REQUIREMENTS AND POSSIBLE METHODS AND EQUIPMENT AND IS NOT CONSIDERED ADEQUATE FOR THIS PROJECT. CONTRACTOR SHALL DEVELOP THEIR OWN PROJECT SPECIFIC DEWATERING PLANS AND SHALL INCLUDE DRAWINGS AND A WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED LAYOUT, METHODS, EQUIPMENT, AND ANTICIPATED STREAM FLOW VOLUMES. APPROVAL OF THE DEWATERING PLAN BY THE CONTRACTING OFFICER DOES NOT RELIEVE THE CONTRACTOR FROM COMPLETING THE WORK AS SPECIFIED. IF CONTRACTOR'S IDENTIFIED DEWATERING METHODS ARE NOT PRODUCING DESIRED RESULTS, CONTRACTOR SHALL RE-EVALUATE AND SUBMIT ANOTHER PLAN TO THE 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, 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 THE STREAM. CONTRACTOR TO BE RESPONSIBLE FOR CLEANUP OF ANY FUEL/OIL SPILL. 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 SEDIMENTATION BARRIER DOWNSTREAM OF WORK. THE BARRIER MAY CONSIST OF EITHER INSTALL SEDIMENTATION BARRIER DOWNSTREAM OF WORK. THE BARRIER MAY CONSIST OF EITHER ONE OR A COMBINATION OF THE FOLLOWING: STRAW BALES OR SILT FENCE. INSTALL BARRIER PRIOR TO COMMENCEMENT OF WORK. THE LOCATION OF THE BARRIER WILL BE LOCATED BY THE CONTRACTOR AND APPROVED BY THE C.O. THIS WORK IS PAID UNDER ITEM 15713. 6. CONTRACTOR SHALL GIVE 2 DAYS NOTICE BEFORE DEWATERING. DEWATERING SHALL TAKE PLACE 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.

AutoCAD SHX Text SUMP PUMP, PLACE IN CUT-OFF TRENCH OR SUMP AT DEPTH NEEDED TO DEWATER FOR CHANNEL WORK AND INTERCEPT SEEPAGE FROM DIVERSION DAM

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

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

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SEDIMENTATION BARRIER (SEE NOTE 5)

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PUMP EFFLUENT INTO SURROUNDING LANDSCAPE

CULVERT DETAILS

ROAD NO. 779-1 - M.P. 1.60

DAKOTA PRAIRIE NATIONAL GRASSLANDS

1-18187

SEPT. 14, 2018

SHEET NO.

JDE

JDE

RME

WBL

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

STRUCTURE EXCAVATION NOTES:

STRUCTURAL BACKFILL & FOUNDATION FILL:

AASHTO T99, METHOD C

CHANNEL MATERIAL:

DEWATERING AND EROSION CONTROL:

TYPICAL SECTION - 4-SIDED CONCRETE BOX

NOTE:

ROADWAY STATIONS RUN

FROM LEFT TO RIGHT

ESTIMATED QUANTITIES

STRUCTURE EXCAVATION 444 CY

ESTIMATED SUITABLE STRUCTURE EXCAVATION MATERIAL (50%)

222 CY

TOTAL REQUIRED ROADWAY EMBANKMENT MATERIAL 164 CY

TOTAL ROADWAY EXCAVATION MATERIAL 428 CY

IMPORTED STRUCTURAL BACKFILL 342 CY

IMPORTED FOUNDATION FILL 100 CY

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

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1. STRUCTURE EXCAVATION SHALL BE COMPLETED IN ACCORDANCE WITH FP-14, SECTION STRUCTURE EXCAVATION SHALL BE COMPLETED IN ACCORDANCE WITH FP-14, SECTION 208. 2. LIMITS SHOWN ARE MINIMUM EXCAVATION REQUIREMENTS BASED ON ENGINEER'S LIMITS SHOWN ARE MINIMUM EXCAVATION REQUIREMENTS BASED ON ENGINEER'S 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 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 CONTRACTOR SHALL SUBMIT EXCAVATION PLAN TO C.O. FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND WRITTEN OUTLINES ILLUSTRATING AND DESCRIBING PROPOSED EXCAVATION LIMITS, METHODS, EQUIPMENT, LOCATION OF STOCKPILES, AND ESTIMATED QUANTITIES. THE PLAN MUST ALSO 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 PAID UNDER ITEM 20804. 5. APPROXIMATELY 50 PERCENT OF THE STRUCTURE EXCAVATION MATERIAL IS ANTICIPATED APPROXIMATELY 50 PERCENT OF THE STRUCTURE EXCAVATION MATERIAL IS ANTICIPATED TO BE SUITABLE FOR USE AS ROADWAY EMBANKMENT AND CHANNEL MATERIAL. A. MUST HAVE APPROVAL FROM C.O. PRIOR TO REUSE. MUST HAVE APPROVAL FROM C.O. PRIOR TO REUSE. B. MIXING, SORTING, AND DRYING WILL BE REQUIRED PRIOR TO RE-USE. MIXING, SORTING, AND DRYING WILL BE REQUIRED PRIOR TO RE-USE. 1. FOUNDATION FILL AND STRUCTURAL BACKFILL MATERIAL SHALL BE COMPACTED IN FOUNDATION FILL AND STRUCTURAL BACKFILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH FP-14 SECTION 208 OR MANUFACTURERS RECOMMENDATIONS. THE PROCTOR DENSITY FOR FOUNDATION FILL AND STRUCTURAL BACKFILL MATERIAL SHALL BE OBTAINED IN ACCORDANCE WITH AASHTO T99, METHOD C. SAMPLING AND TESTING . SAMPLING AND TESTING IS REQUIRED PER FP-14 TABLE 208-1. 2. STRUCTURAL BACKFILL LIMITS SHOWN ARE MINIMUM REQUIREMENTS. ANY BACKFILL STRUCTURAL BACKFILL LIMITS SHOWN ARE MINIMUM REQUIREMENTS. ANY BACKFILL OUTSIDE THE SHOWN LIMITS SHALL BE CONSIDERED ROADWAY EMBANKMENT AND MUST MEET THE REQUIREMENTS OUTLINED IN FSSS SECTION 204. 3. PLACE FOUNDATION FILL AND STRUCTURAL BACKFILL IN HORIZONTAL LAYERS THAT DO PLACE FOUNDATION FILL AND STRUCTURAL BACKFILL IN HORIZONTAL LAYERS THAT DO NOT EXCEED 6 INCHES IN COMPACTED THICKNESS. 4. COMPACTION TESTING SHALL BE PERFORMED FOR EACH LIFT FOR FOUNDATION FILL COMPACTION TESTING SHALL BE PERFORMED FOR EACH LIFT FOR FOUNDATION FILL AND EVERY 500 SQUARE FEET PER LIFT FOR STRUCTURAL BACKFILL AS DIRECTED BY THE C.O.

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1. CHANNEL MATERIAL SHALL CONSIST OF SALVAGED CHANNEL & STRUCTURE EXCAVATION CHANNEL MATERIAL SHALL CONSIST OF SALVAGED CHANNEL & STRUCTURE EXCAVATION SOIL, GRAVEL AND COBBLE TO SIMULATE THE NATURAL CHANNEL. SORTING WILL BE REQUIRED TO MATCH THE GRADATION OF THE EXISTING CHANNEL. THE SORTED CHANNEL MATERIAL MUST BE APPROVED BY THE C.O. PRIOR TO PLACEMENT. 2. STREAMBED MATERIAL SURROUNDING THE STRUCTURE SHALL BE COMPACTED IN STREAMBED MATERIAL SURROUNDING THE STRUCTURE SHALL BE COMPACTED IN ACCORDANCE WITH FSSS SECTION 648. 1. PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN ACCORDANCE WITH FP-14, SECTION 157 AND THE PROJECT PERMITS. CONTRACTOR SHALL PREPARE AND SUBMIT A SOIL EROSION AND SEDIMENT CONTROL PLAN TO THE 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-14 SECTIONS 208, 209, 157 AND DEWATER THE EXCAVATION IN ACCORDANCE WITH FP-14 SECTIONS 208, 209, 157 AND THE REQUIREMENTS ON SHEET 7. 7. . 3. CONTRACTOR SHOULD ANTICIPATE WATER INFILTRATING THE EXCAVATIONS. CONTRACTOR SHOULD ANTICIPATE WATER INFILTRATING THE EXCAVATIONS. 4. SUBGRADE EXCAVATION, CONCRETE BOX INSTALLATION, FOOTING PLACEMENT, RIPRAP SUBGRADE EXCAVATION, CONCRETE BOX INSTALLATION, FOOTING PLACEMENT, RIPRAP PLACEMENT, STREAM CHANNEL SHAPING, FOUNDATION FILL INSTALLATION 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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SCALE: 1" = 5'

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PROFILE GRADE AT CHANNEL

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12" DEPTH OVER BOX AT

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12" DEPTH OVER BOX AT

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12" DEPTH OVER BOX AT

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12" DEPTH OVER BOX AT

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EXISTING GROUND ALONG ROADWAY

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FINISH GRADE ALONG ROADWAY

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MAXIMUM ALLOWABLE SLOPE

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MINIMUM LIMITS OF STRUCTURE EXCAVATION

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REMOVE & DISPOSE OF EXISTING 4-SIDED CONCRETE BOX CULVERT

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CLASS 1 GEOTEXTILE (PAID UNDER ITEM 20802)

THE CONTRACTOR HAS THE OPTION OF USING A SAND CUSHION ABOVE THE STRUCTURAL BACKFILL TO FACILITATE JOINING OF THE BOX CULVERT SECTIONS. IF THE CONTRACTOR ELECTS TO USE A SAND CUSHION, REDUCE THE DEPTH OF THE 6" STRUCTURAL BACKFILL LAYER BY THE DEPTH OF THE SAND CUSHION (I.E. SAND CUSHION + STRUCTURAL BACKFILL = 6"). THIS WORK IS PAID UNDER 20804.

WINGWALL DETAILS

ROAD NO. 779-1 - M.P. 1.60

DAKOTA PRAIRIE NATIONAL GRASSLANDS

1-18187

SEPT. 14, 2018

SHEET NO.

JDE

JDE

RME

WBL

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

PROFILE VIEW - CULVERT WINGWALL WINGWALL ELEVATION WINGWALL SECTION

WINGWALL PLAN

CURB DETAIL

NOTE:

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SCALE: 1" = 5'

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TOP OF WINGWALL FOOTING

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FOUNDATION FILL (TYP.)

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PRECAST CONCRETE CURB (SEE DETAIL ))

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SCALE: 1" = 5'

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SCALE: 1" = 5'

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SCALE: 1" = 5'

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PRECAST WINGWALL FOOTING

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PRECAST WINGWALL

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1. WINGWALLS SHALL HAVE A RIGID CONNECTION TO THE CULVERT. CONNECTION SHALL BE DESIGNED BY WINGWALLS SHALL HAVE A RIGID CONNECTION TO THE CULVERT. CONNECTION SHALL BE DESIGNED BY SUPPLIER AND BE APPROVED BY A FOREST REPRESENTATIVE. CONNECTION HARDWARE SHOULD BE CAST AS AN INTEGRAL MEMBER OF THE CULVERT AND WINGWALLS. 2. WINGWALLS SHALL BE PRECAST ONLY AND COME FROM THE SAME SUPPLIER AS THE BOX CULVERT. WINGWALLS SHALL BE PRECAST ONLY AND COME FROM THE SAME SUPPLIER AS THE BOX CULVERT. AND COME FROM THE SAME SUPPLIER AS THE BOX CULVERT. 3. WINGWALL HEIGHT DIMENSIONS MAY VARY FROM THOSE SHOWN DEPENDING ON THE WALL THICKNESS OF WINGWALL HEIGHT DIMENSIONS MAY VARY FROM THOSE SHOWN DEPENDING ON THE WALL THICKNESS OF THE CULVERT. WINGWALL SHALL EXTEND FROM TOP OF CURB TO BOTTOM OF THE BOX CULVERT AS SHOWN. 4. WINGWALL FOOTINGS DESIGNED FOR 3000 PSF ALLOWABLE BEARING CAPACITY.WINGWALL FOOTINGS DESIGNED FOR 3000 PSF ALLOWABLE BEARING CAPACITY.

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TOP OF BOX CULVERT

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TOP OF WINGWALL

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2'-0" MIN.

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2'-0" MIN.

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STRUCTURAL BACKFILL MATERIAL (TYP.)

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REINFORCING TO BE DESIGNED BY SUPPLIER (TYP.)

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REINFORCING TO BE DESIGNED BY SUPPLIER (TYP.)

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REINFORCING TO BE DESIGNED BY SUPPLIER (TYP.)

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FLOOR INVERT OF BOX CULVERT

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BOTTOM OF BOX CULVERT

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LIMITS OF FOUNDATION FILL (TYP.)

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CLASS 1 GEOTEXTILE (TYP.)

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FOUNDATION FILL (TYP.)

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CLASS 1 GEOTEXTILE (TYP.)

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FOUNDATION FILL (TYP.)

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CLASS 1 GEOTEXTILE (TYP.)

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2'-0" MIN.

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2'-0" MIN.

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STRUCTURAL BACKFILL MATERIAL (TYP.)

STRUCTURAL BACKFILL MATERIAL (TYP.)

MISCELLANEOUS DETAILS

ROAD NO. 779-1 - M.P. 1.60

DAKOTA PRAIRIE NATIONAL GRASSLANDS

1-18187

SEPT. 14, 2018

SHEET NO.

JDE

JDE

RME

WBL

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

R

PREPARED BY:

REGION ONE

OBJECT MARKER NOTES:

TYPE 3 OBJECT MARKER DETAIL

H O

R S

E

C R

E E

K

CULVERT PLAN

WINGWALL RIPRAP SECTION - ISOMETRIC VIEW

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

ROADWAY ARMORINGGEOTEXTILE PLACEMENT DETAIL

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TYPE 3 OBJECT MARKER

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MAX.

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4-SIDED BOX CULVERT

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NOT TO SCALE

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AutoCAD SHX Text TYPE 3 OBJECT MARKERS SHALL BE 12" x 36" AND COLORED YELLOW AND BLACK. MATERIAL SHALL MEET MUTCD OM-3L OR OM-3R SPECIFICATIONS. FASTEN TO POST W/ (2) 1/4" MACHINE BOLTS W/ WASHERS. INSTALL POSTS SUCH THAT THE INSIDEEDGE OF THE REFLECTORIZED PANEL IS IN LINE WITH THE INSIDE EDGE OF THE CURB.

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TOP OF CURB

AutoCAD SHX Text NEW 20' SPAN x 7' RISE x 24' LONG PRECAST, REINFORCED 4-SIDED CONCRETE BOX CULVERT

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SCALE: 1" = 10'

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PRECAST WINGWALL FOOTINGS

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ROADWAY

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PRECAST CONCRETE WINGWALL

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PRECAST CONCRETE CURB

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2:1 FINISHED RIPRAP SLOPE

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CONCRETE WINGWALL (TYP.)

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PRECAST CONCRETE CURB

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4-SIDED CONCRETE BOX CULVERT

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SCALE: 1" = 5'

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EXISTING GROUND

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CLASS 1 GEOTEXTILE (PAID UNDER ITEM 25101)

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LAP

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LAP

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RIPRAP PLACED ON TOP OF GEOTEXTILE KEYED INTO RIPRAP

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TOP OF SLOPE

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VARIES

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12'-0"

TRAFFIC CONTROL PLAN

O

R T

H

HORSE CREEK CULVERT REPLACEMENT

TRAFFIC CONTROL PLAN

ROAD NO. 779-1 - M.P. 1.60

DAKOTA PRAIRIE NATIONAL GRASSLANDS

1-18187

SEPT. 14, 2018

SHEET NO.

JDE

JDE

RME

WBL

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

PROJECT NOTES:

PROJECT LOCATION

DETOUR SIGN

DETOUR SIGN

DETOUR SIGN

ENSURE ADEQUATE BARRICADES

AROUND PROJECT SITE

TO

MT HWY 7

DETOUR ROUTE

779-1

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

1. THE CONTRACTOR WILL BE ALLOWED TO CLOSE ROAD NO. 779-1 AT THE CULVERT SITE TO THE CONTRACTOR WILL BE ALLOWED TO CLOSE ROAD NO. 779-1 AT THE CULVERT SITE TO THROUGH TRAFFIC. ROAD NO. 779 MUST BE KEPT OPEN TO THROUGH TRAFFIC UNTIL TRAFFIC CAN BE ROUTED OVER THE NEW CULVERT ON ROAD NO. 779-1. 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING, INSTALLING, MAINTAINING, AND THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING, INSTALLING, MAINTAINING, AND REMOVING OF THE ROAD CLOSURE AND DETOUR SIGNS DURING THE CONSTRUCTION PERIOD AT CLOSURE AND DETOUR SIGNS DURING THE CONSTRUCTION PERIOD AT AND DETOUR SIGNS DURING THE CONSTRUCTION PERIOD AT DETOUR SIGNS DURING THE CONSTRUCTION PERIOD AT SIGNS DURING THE CONSTRUCTION PERIOD AT A MINIMUM OF THE LOCATIONS SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING, INSTALLING, MAINTAINING, AND REMOVAL OF TYPE 3 BARRICADES AT THE PROJECT SITE FOR THE ROAD CLOSURE PERIOD, AND MUST MEET MUTCD STANDARDS. 3. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE C.O. 14 DAYS PRIOR TO THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE C.O. 14 DAYS PRIOR TO ROAD CLOSURE. . 4. ALL WORK RELATED TO TRAFFIC CONTROL SHALL BE PERFORMED PER FSSS 156 AND PAID ALL WORK RELATED TO TRAFFIC CONTROL SHALL BE PERFORMED PER FSSS 156 AND PAID UNDER ITEM 63501..

ROAD NO. 779-1 CROSS-SECTIONS

ROAD NO. 779-1 CROSS-SECTIONS

ROAD NO. 779-1 - M.P. 1.60

DAKOTA PRAIRIE NATIONAL GRASSLANDS

1-18187

SEPT. 14, 2018

SHEET NO.

JDE

JDE

RME

WBL

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. AND WIDTH

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AutoCAD SHX Text NEW 20'-0" SPAN x 7'-0" RISE x 24'-0" WIDTH 4-SIDED BOX CULVERT

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CULVERT

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BEGIN ROADWAY ARMORING

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END ROADWAY ARMORING

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SEE SOUTH INTERSECTION

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SEE SOUTH INTERSECTION

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INTERSECTION W/ SOUTH INTERSECTION

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SEE NORTH INTERSECTION

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SEE NORTH INTERSECTION

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HORIZONTAL SCALE: 1" = 20'

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VERTICAL SCALE: 1" = 20'

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

ROAD NO. 779-1 CROSS-SECTIONS

ROAD NO. 779-1 CROSS-SECTIONS

ROAD NO. 779-1 - M.P. 1.60

DAKOTA PRAIRIE NATIONAL GRASSLANDS

1-18187

SEPT. 14, 2018

SHEET NO.

JDE

JDE

RME

WBL

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

ROAD NO. 779-1 CENTERLINE

COORDINATE STAKING TABLE

DESCRIPTION NORTHING EASTING ELEVATION*

STA. 5+60.00 BEGIN ROADWAY AGGREGATE SURFACING & ARMORING

333,116.15 1,093,690.21

EXISTING

STA. 6+00.00

333,108.85 1,093,729.53 2,861.99

STA. 6+50.00

333,099.73 1,093,778.69 2,861.74

STA. 7+22.00 END ROADWAY ARMORING

333,086.59 1,093,849.49 2,862.78

STA. 7+50.00

333,081.48 1,093,877.02 2,863.27

STA. 8+05.94 CULVERT CL

333,071.28 1,093,932.01 2,864.08

STA. 8+22.28 PC

333,068.30 1,093,948.09 2,864.02

STA. 8+46.55 INTERSECTION WITH SOUTH INTERSECTION

333,066.95 1,093,972.25 2,863.77

STA. 9+00.00

333,085.20 1,094,021.74 2,863.47

STA. 9+50.00

333,123.85 1,094,052.55 2,863.81

STA. 9+78.47 INTERSECTION WITH NORTH INTERSECTION

333,151.25 1,094,059.84 2,864.28

STA. 10+00.00

333,172.74 1,094,059.77 2,864.78

STA. 10+21.98 PT

333,194.08 1,094,054.73 2,865.40

STA. 10+50.00

333,220.42 1,094,045.18 2,866.37

STA. 11+00.00 END ROADWAY AGGREGATE SURFACING

333,267.43 1,094,028.14

EXISTING

*ALL ELEVATIONS ARE FINISH GRADE ELEVATIONS

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MATCH EXISTING ELEV. AND WIDTH

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INTERSECTION W/ NORTH INTERSECTION

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SEE NORTH INTERSECTION

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HORIZONTAL SCALE: 1" = 20'

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VERTICAL SCALE: 1" = 20'

SOUTH INTERSECTION CROSS-SECTIONS

SOUTH INTERSECTION CROSS-SECTIONS

ROAD NO. 779-1 - M.P. 1.60

DAKOTA PRAIRIE NATIONAL GRASSLANDS

1-18187

SEPT. 14, 2018

SHEET NO.

JDE

JDE

RME

WBL

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

SOUTH INTERSECTION CENTERLINE

COORDINATE STAKING TABLE

DESCRIPTION NORTHING EASTING ELEVATION*

STA. 20+23.23 MATCH ROAD NO. 779-1

333,055.98 1,093,973.04 2,863.44

STA. 20+50.00

333,042.67 1,093,996.26 2,863.24

STA. 20+75.00

333,030.24 1,094,017.95 2,863.05

STA. 21+00.00

333,017.81 1,094,039.64 2,862.86

STA. 21+29.00 END ROADWAY AGGREGATE SURFACING

333,003.39 1,094,064.80

EXISTING

*ALL ELEVATIONS ARE FINISH GRADE ELEVATIONS

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MATCH EXISTING ELEV. AND WIDTH

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MATCH ROAD NO. 779-1 ELEV. AND WIDTH

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SEE ROAD NO. 779-1

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SEE ROAD NO. 779-1

AutoCAD SHX Text 16.24'

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MATCH ROAD NO. 779-1

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HORIZONTAL SCALE: 1" = 20'

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VERTICAL SCALE: 1" = 20'

NORTH INTERSECTION CROSS-SECTIONS

NORTH INTERSECTION CROSS-SECTIONS

ROAD NO. 779-1 - M.P. 1.60

DAKOTA PRAIRIE NATIONAL GRASSLANDS

1-18187

SEPT. 14, 2018

SHEET NO.

JDE

JDE

RME

WBL

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

NORTH INTERSECTION CENTERLINE

COORDINATE STAKING TABLE

DESCRIPTION NORTHING EASTING ELEVATION*

STA. 30+20.27 PC

332,928.60 1,094,232.56 N/A

STA. 31+45.00 BEGIN ROADWAY AGGREGATE SURFACING

332,999.79 1,094,134.13

EXISTING

STA. 31+68.03 PT

333,020.26 1,094,123.62 2,861.43

STA. 31+75.00

333,026.68 1,094,120.90 2,861.56

STA. 32+00.00

333,049.69 1,094,111.15 2,862.01

STA. 32+18.96 PC

333,067.15 1,094,103.75 2,862.35

STA. 32+25.00

333,072.72 1,094,101.40 2,862.46

STA. 32+50.00

333,095.82 1,094,091.85 2,862.91

STA. 32+75.00

333,119.05 1,094,082.60 2,863.36

STA. 33+08.18 MATCH ROAD NO. 779-1

333,150.04 1,094,070.77 2,863.95

STA. 33+25.14 PT

333,165.97 1,094,064.92 N/A

*ALL ELEVATIONS ARE FINISH GRADE ELEVATIONS

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MATCH EXISTING ELEV. AND WIDTH

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MATCH ROAD NO. 779-1 ELEV. AND WIDTH

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SEE ROAD NO. 779-1

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SEE ROAD NO. 779-1

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SEE ROAD NO. 779-1

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SEE ROAD NO. 779-1

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MATCH ROAD NO. 779-1

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HORIZONTAL SCALE: 1" = 20'

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VERTICAL SCALE: 1" = 20'