Q0092 Att. 005 - Maps and Drawings.pdf

NO. DATEBYREVISION DESCRIPTION

SHEET NO.

SET NO.

PROJECT:

DATE:

SHEET INDEX

CONSTRUCTION PLANS

SHEET 1 TITLE

SHEET 2 SITE PLAN, CONTROL POINTS AND NOTES

SHEET 3 PLAN VIEW OF RAMP

SHEET 4 LONGITUDINAL AND PROFILE VIEW OF RAMP

SHEET 5 SECTION VIEWS

SHEET 6 CONCRETE DETAILS

'DATE'

'NUMBER'

N

Disaster Relief Cinnabar Boat Ramp Repairs

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION ONE

CUSTER GALLATIN NATIONAL FOREST

GARDINER RANGER DISTRICT

PARK COUNTY

AREA MAP

MONTANA / SOUTH DAKOTA INDEX MAP

PROJECT LOCATION

APPROVED BY:

RECOMMENDED BY:

FOREST SUPERVISOR

CUSTER GALLATIN NATIONAL FOREST

DATE

APPROVED BY:

FOREST ENGINEER

CUSTER GALLATIN NATIONAL FOREST

DATE

DISTRICT RANGER

GARDINER RANGER DISTRICT

DATE

CONSTRUCTION PLANS FOR

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HELENA

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HARDIN

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GREAT FALLS

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HARDIN

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MISSOULA

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BILLINGS

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KALISPELL

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LIBBY

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EUREKA

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LIVINGSTON

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BOZEMAN

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BIG TIMBER

AutoCAD SHX Text C:\Users\zhiedeman\Box\01. zachary.hiedeman Workspace\Facilities Projects\2023_CinnabarRamp\CinnabarRamp_1_24_23_CP.dwg

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PROJECT NO.

DRAWN

DESIGNER

ARCHIVE NO.

DATE

DRAWING TITLE

United States Department of Agriculture Forest Service

GARDINER RANGER DISTRICT

CUSTER GALLATIN NATIONAL FOREST

CINNABAR BOAT RAMP

NORTHERN REGION

REGION 1 SITE PLAN

01/26/2023 C.PYSZCZYNSKI Z.HIEDEMAN 2

Scale 1" = 40'

040 40 80 120

N

THE FOLLOWING NOTES APPLY UNLESS INDICATED

OTHERWISE

SPECIFICATIONS: Project shall be completed in compliance with FHWA STANDARD SPECIFICATIONS

FOR CONSTRUCTION OF ROADS AND BRIDGES ON

FEDERAL HIGHWAY PROJECTS (FP-14) and FOREST

SERVICE SPECIAL SPECIFICATIONS.

EROSION CONTROL PLAN: Submit a soil erosion plan to the Contracting Officer at least 14 days prior to construction.

Provide methods to prevent runoff from construction site from entering directly into YELLOWSTONE RIVER and adjacent waterways.

BOAT RAMP KEYED RIPRAP PLACEMENT PLAN: Submit a plan to the Contracting Officer for placement of sub-channel riprap at least 7 (seven) days prior to any construction activities. Riprap placement plan shall describe exactly how the Contractor plans to construct all boat ramp elements adjacent to river; shall include construction timing and sequencing; and shall include all anticipated dewatering activities and considerations.

TEMPORARY TRAFFIC CONTROL: The boat ramp area may be closed for construction for up to 14 days. Submit a

Temporary Traffic Control Plan to the Contracting Officer for approval at least 30 days prior to intended use.

CONSTRUCTION STAKING: The Government will stake ramp CenterLine in the field.

FOUNDATION INVESTIGATION: A subsurface foundation investigation was not completed at the site.

GENERAL NOTES

GEOTEXTILE: Place geotextile under surface gravel, where gravel is placed over riprap. Use Class 1

Nonwoven Geotextile material complying with FP-14

Section 714.

PROJECT LOCATION: This project is located aproximately 8 miles NorthWest of Gardiner, MT.

RIPRAP PLACEMENT: The Contractor shall install riprap and fill voids with native soil material. Place soil on the riprap surface and bang on it with the excavator bucket. Then utilize buckets full of water to wash soil into voids. Repeat this process to ensure all voids are full of soil

PROPOSED NEW RAMP

OPTION ITEM 1:

LOT EXPANSION FOR

RAMP USE AS STAKED BY CO.

4" AGGREGATE SURFACE.

38 CUBIC YARDS - 703-3 GRADING F.

FSSS 204.11 COMPACTION METHOD 2.

EXISTING VAULT

TOILET (TO BE MOVED)

EXISTING RAMP TO

BE FILLED IN

50 CY

O L D

Y E

L L O

W S

T O

N E

T R

A

IL

S

-Y E

L L O

W S

T O

N E

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IV

E R

FLOW

RELOCATE VAULT TOILET

AS STAKED BY CO

INSTALL PER MANUFACTURE'S

RECOMMENDATIONS

AND ADA STANDARDS

EXISTING PARKING AREA

2 C.Y. AGGREGATE BASE

UNDER TOILET

2 C.Y. FOR ACCESS PAD

CONNECT PAD TO PARKING

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E

ROCK TOE PROTECTION

B

A

N

K

S

C

T

I O

N

KEY RIP RAP AS SHOWN

AFTER RIP RAP

INSTALLATION REBUILD

BANKS TO EXISTING

LOCATION

60'x 15' X 6" CONCRETE RAMP

OPTION ITEM 2

17 CUBIC YARDS

ROCK TOE PROTECTION

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PROJECT NO.

DRAWN

DESIGNER

ARCHIVE NO.

DATE

DRAWING TITLE

United States Department of Agriculture Forest Service

GARDINER RANGER DISTRICT

CUSTER GALLATIN NATIONAL FOREST

CINNABAR BOAT RAMP

NORTHERN REGION

REGION 1 RAMP PLAN VIEW

01/26/2023 C.PYSZCZYNSKI Z.HIEDEMAN 3

Scale 1" = 20'

020 20 40 60

N

RIP RAP TO

RAMP SUBGRADE

PARKING LOT EXTENSION

AGGREGATE SURFACE

26 CUBIC YARDS

TABLE 703-3 - GRADING F

6' X 3' KEYED IN

BANK ROCK*

6' X 3' KEYED IN

BANK ROCK*

* KEYED IN ROCK SHOULD BE

BACKFILLED WITH APPROVED

FILL AND COMPACTED

ACCORDING TO

SPECIFICATIONS

CLASS 5 RIP RAP

ON SIDE SLOPES

AFTER RIP RAP INSTALLATION

REBUILD BANKS TO EXISTING LOCATION

AFTER RIP RAP INSTALLATION

REBUILD BANKS TO EXISTING LOCATION

TOP RIP RAP

AT 5093.3

TOP RIP RAP

AT 5093.3

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RAMP CENTERLINE

RAMP CENTERLINE

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PROJECT NO.

DRAWN

DESIGNER

ARCHIVE NO.

DATE

DRAWING TITLE

United States Department of Agriculture Forest Service

GARDINER RANGER DISTRICT

CUSTER GALLATIN NATIONAL FOREST

CINNABAR BOAT RAMP

NORTHERN REGION

REGION 1 PROFILE VIEW

01/26/2023 C.PYSZCZYNSKI Z.HIEDEMAN 4

Existing

Road

Scale 1" = 10'

010 10 20 30

Scale 1" = 20'

020 20 40 60

Scale 1" = 5'

05 5 10 15

Horizontal Scale

Vertical Scale

1.5'

4" OF BASE GRAVEL

CLASS 5 RIP RAP

SUBBASE

2'

4" OF BASE

GRAVEL

CLASS 5 RIP RAP

SUBBASE

Horizontal Scale & Vertical Scale

ELEV. 5087

ELEV. 5086

ELEV. 5087

ELEV. 5086

CONCRETE

RAMP

CONCRETE

RAMP

GEOTEXTILE

UNDER AGGREGATE

3.5'

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12%

L

E V

A T

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N

F

E E

T

E L

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F

E E

T

STATION (FEET)

0+00 0+10 0+20 0+30

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F

E E

T

OFFSET (FEET)

RAMP CROSS SECTION AT CENTERLINE STATION 0+60.00

0 10 20 300-10-20-30

E L

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A T

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F

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OFFSET (FEET)

RAMP CROSS SECTION AT CENTERLINE STATION 1+00.00

0 10 20 300-10-20-30

E L

E V

A T

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N

F

E E

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OFFSET (FEET)

RAMP CROSS SECTION AT CENTERLINE STATION 1+15.00

0 10 20 300-10-20-30

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PROJECT NO.

DRAWN

DESIGNER

ARCHIVE NO.

DATE

DRAWING TITLE

United States Department of Agriculture Forest Service

GARDINER RANGER DISTRICT

CUSTER GALLATIN NATIONAL FOREST

CINNABAR BOAT RAMP

NORTHERN REGION

REGION 1 PROFILE VIEW

01/26/2023 C.PYSZCZYNSKI

Z.HIEDEMAN

Scale 1" = 10'

010 10 20 30

Horizontal and Vertical Scale

Scale 1" = 10'

010 10 20 30

3.50'

CLASS 5 RIP RAP

CLASS 5 RIP RAP

CLASS 5 RIP RAP

4" OF SURFACE GRAVEL

OVER GEOTEXTLE MATERIAL

TYPICAL BANK CROSS-SECTION

TYPICAL RAMP CROSS-SECTION

15'

EXISTING GROUND

(not to scale)

Horizontal and Vertical Scale

COMPACTED SUBBASE

RIP RAP

SURFACE GRAVEL

OVER GEOTEXTILE MATERIAL/CONCRETE RAMP

GEOTEXTILE

MATERIAL

*USE SAME CROSS-SECTION FOR KEYING IN UPSTREAM AND

DOWNSTREAM ENDS OF RIPRAP*

4" OF SURFACE GRAVEL

OVER GEOTEXTLE MATERIAL

4" OF SURFACE GRAVEL

OVER GEOTEXTLE MATERIAL

CONCRETE

RAMP

CONCRETE

RAMP

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TOE DETAIL

(NOT TO SCALE)

2" MIN. COVER

6"

GRADE 60 #4 @ 12" MAX EACH DIRECTION

PROVIDE 18" STAGGERED SPLICE

CHAMFER EDGE

TYP.

SECTION A: TYPICAL CONCRETE RAMP CROSS-SECTION

(NOT TO SCALE)

15 FT

GROOVED SURFACE POURED CONCRETE

RAMP

CLASS 5 BANK RIPRAP

(PROTECT RAMP EDGES

AND SURFACE DURING PLACEMENT)

GRADE, SMOOTH, AND COMPACT

APPROVED BEDDING MATERIAL IN

ACCORDANCE WITH SECTION 209

GRADE 60 #4 @ 12" MAX EACH DIRECTION

PROVIDE 18" STAGGERED SPLICE

SITE-SPECIFIC GEOTEXTILE

CONTINUOUS UNDER AGGREGATE (TYP)

WRAP ENDS OF GEOTEXTILE UP AND

OVER AGGREGATE

6"

2"

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PROJECT NO.

DRAWN

DESIGNER

ARCHIVE NO.

DATE

DRAWING TITLE

United States Department of Agriculture Forest Service

GARDINER RANGER DISTRICT

CUSTER GALLATIN NATIONAL FOREST

CINNABAR BOAT RAMP

NORTHERN REGION

REGION 1 PROFILE VIEW

01/26/2023 C.PYSZCZYNSKI

Z.HIEDEMAN

1.50'

3" TYP.

EXTEND AGGREGATE 6" PAST

EDGE OF CONCRETE

3" TYP. COVER

2.0'

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