SUPPORT_DOCUMENT_A_-_PROJECT_PLANS.pdf

SUPPORTING DOCUMENT – A

AG-0261-S-17-0091

REDFISH LAKE ROAD PHASE 2 – NUMBER 2

PROJECT 2017

PROJECT PLANS

55 Pages (including this header page)

PLAN

PAVED TRAIL IMPROVEMENTS

FS ROAD 70214 PAVEMENT REPAIR

OPTION ITEM IMPROVEMENTS REFERENCE PLAN:

BASE BID IMPROVEMENTS

BASE BID IMPROVEMENTS

LEGEND

GENERAL NOTES:

SURVEY CONTROL NOTES:

PIT SITE VICINITY MAP

B

A

PIT SITE IDENTIFICATION SUMMARY

WATER DRAFTING SITE VICINITY MAP

WATER DRAFTING SITE SUMMARY

A

C

C

B

TEST HOLE REFERENCE PLAN

TEST HOLE LOCATIONS

GENERAL TRAFFIC CONTROL NOTES

KNOWN COORDINATION REQUIREMENTS

GENERAL STAGING NOTES

LEGEND

STAGING AREA, EXCESS

MATERIAL DISPOSAL AREA &

WATER DRAFTING LOCATION

GENERAL EROSION CONTROL NOTES

TYPICAL EROSION CONTROL LAYOUT PLAN (EXISTING BRIDGE APPROACH)

TYPICAL EROSION CONTROL LAYOUT PLAN (STAGING / EXCESS MATERIAL DISPOSAL / WATER DRAFTING AREA)

4"

1' - 0" MIN.

M

I N

POST

GEOTEXTILE

F

L

O

W

BURY GEOTEXTILE

IN TRENCH

COMPACTED

NATIVE SOIL

POST

FABRIC (GEOTEXTILE)

(TYPICAL)

TYPICAL SPLICE

~ SEE DETAIL

TYPICAL SILT FENCE

WITHOUT BACKUP SUPPORT

SEE NOTE 3

SEE NOTE 3

STAPLE (TYPICAL)

(4 PER POST)

~4"

DURING EXCAVATION, MINIMIZE DISTURBING THE GROUND

AROUND TRENCH AS MUCH AS IS FEASIBLE AND SMOOTH

SURFACE FOLLOWING EXCAVATION TO AVOID

CONCENTRATING FLOWS.

SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER TO PREVENT

SILT LADEN WATER FROM ESCAPING THROUGH THE FENCE AT THE OVERLAP.

JOINING SECTIONS SHALL NOT BE PLACED IN LOW SPOTS OR IN SUMP LOCATIONS.

Maximize detention of stormwater by placing fence as far away from toe of slope as possible without encroaching on sensitive areas or outside of the clearing boundaries.

Install silt fencing along contours.

Install the ends of the silt fence to point slightly up-slope to pre-vent sediment from flowing around the ends of the fence.

Perform maintenance as required.

GEOTEXTILE FOR TEMPORARY SILT FENCE

1.

2.

3.

4.

5.

6.

M

I N

2×2 × 3' - 0" WOODEN STAKE

WATTLE

2" MIN.

5" MAX.

TRENCH ~ SEE NOTE 1

Wattles shall be in accordance with FP-03. Install Wattles along contours.

Securely knot each end of Wattle. Abut adjacent Wattles tightly, end to end, without overlapping the ends.

Pilot holes may be driven through the Wattles and into the soil when soil conditions require.

Live stakes may be used for permanent installation

Wattles shall be inspected regularly, and immediately after a rainfall produces runoff, to ensure they remain thoroughly entrenched and in contact with the soil.

Perform maintenance as required.

3" MIN.

4" MAX.

EXISTING ROAD

1' - 0" MIN.

PROVIDE FULL WIDTH OF

INGRESS / EGRESS AREA

16' MIN.

CLASS 1 RIPRAP

AS REQUIRED ~ 25' MIN.

CONSTRUCTION ENTRANCE STRAW WATTLE

SILT FENCE

DECOMMISSIONING NOTES

GENERAL DECOMMISSIONING NOTES:

AREA 1

SECTION A - A

A

DECOMMISSIONING NOTES

LEGEND

QUANTITY SUMMARY

ESTIMATED EXCAVATION

A

GENERAL DECOMMISSIONING NOTES:

AREA 2

DECOMMISSIONING NOTES

QUANTITY SUMMARY

ESTIMATED EXCAVATION

GENERAL DECOMMISSIONING NOTES:

SECTION B - B SECTION C - C

LEGEND

B

B

C

AREA 2

DEMOLITION NOTES

LEGEND

GENERAL DEMOLITION NOTES:

AREA 3

BASE BID PLAN & PROFILE SHEET REFERENCE PLAN

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PLAN

SUPERELEVATION DIAGRAM

NEW ROAD C PROFILE

L

CURVE DATA

CURVE RADIUS LENGTH Δ

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT

TO FULL SECTION DEPTH. COORDINATE SAWCUTTING

WITH CONTRACTING OFFICER PRIOR TO BEGINNING

SAWCUTTING WORK.

CONSTRUCT NEW ASPHALT CONCRETE ROADWAY. SEE

TYPICAL SECTIONS, SHEET 5, FOR ADDITIONAL

REQUIREMENTS.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

ROAD CONSTRUCTION NOTES:

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ROADSIDE DITCH. SEE TYPICAL

SECTIONS, SHEET 5, FOR ADDITIONAL REQUIREMENTS.

INSTALL RIPRAP AT DITCH ENDS AS SHOWN AND

INSTALL RIPRAP CHECK DAMS IF REQUIRED.

COORDINATE RIPRAP LAYOUT AND EXTENT OF WORK

WITH CONTRACTING OFFICER.

STORM SEWER CONSTRUCTION NOTES:

SEE DECOMMISSIONING PLANS

FOR FURTHER ROAD

REMOVAL/RECONTOURING RELATED

WORK BEYOND ASPHALT ROADWAY

REMOVAL LIMITS NOTED

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PLAN

SUPERELEVATION DIAGRAM

NEW ROAD C PROFILE

L

CURVE DATA

CURVE RADIUS LENGTH Δ

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ASPHALT CONCRETE ROADWAY. SEE

TYPICAL SECTIONS, SHEET 5, FOR ADDITIONAL

REQUIREMENTS.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

ROAD CONSTRUCTION NOTES:

INSTALL NEW CORRUGATED METAL PIPE CULVERT AT

CENTERLINE STATION, PER THE LENGTH, DIAMETER

AND SLOPE AS NOTED. COORDINATE APPROVAL OF

FINAL LOCATION WITH CONTRACTING OFFICER PRIOR

TO INSTALLATION. PROVIDE POSITIVE DRAINAGE IN

ALL LOCATIONS.

CONSTRUCT NEW ROADSIDE DITCH. SEE TYPICAL

SECTIONS, SHEET 5, FOR ADDITIONAL REQUIREMENTS.

INSTALL RIPRAP AT DITCH ENDS AS SHOWN AND

INSTALL RIPRAP CHECK DAMS IF REQUIRED.

COORDINATE RIPRAP LAYOUT AND EXTENT OF WORK

WITH CONTRACTING OFFICER.

STORM SEWER CONSTRUCTION NOTES:

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PLAN

SUPERELEVATION DIAGRAM

NEW ROAD C PROFILE

L

CURVE DATA

CURVE RADIUS LENGTH Δ

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ASPHALT CONCRETE ROADWAY. SEE

TYPICAL SECTIONS, SHEET 5, FOR ADDITIONAL

REQUIREMENTS.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

ROAD CONSTRUCTION NOTES:

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ROADSIDE DITCH. SEE TYPICAL

SECTIONS, SHEET 5, FOR ADDITIONAL REQUIREMENTS.

INSTALL RIPRAP AT DITCH ENDS AS SHOWN AND

INSTALL RIPRAP CHECK DAMS IF REQUIRED.

COORDINATE RIPRAP LAYOUT AND EXTENT OF WORK

WITH CONTRACTING OFFICER.

STORM SEWER CONSTRUCTION NOTES:

SEE OUTLET ACCESS ROAD

INTERSECTION PLAN (SHEET 35) FOR

RADIUS AND INTERSECTION

LAYOUT/GRADING PARTICULARS.

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PLAN

SUPERELEVATION DIAGRAM

NEW ROAD C PROFILE

L

CURVE DATA

CURVE RADIUS LENGTH Δ

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ASPHALT CONCRETE ROADWAY. SEE

TYPICAL SECTIONS, SHEET 5, FOR ADDITIONAL

REQUIREMENTS.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

ROAD CONSTRUCTION NOTES:

INSTALL NEW CORRUGATED METAL PIPE CULVERT AT

CENTERLINE STATION, PER THE LENGTH, DIAMETER

AND SLOPE AS NOTED. COORDINATE APPROVAL OF

FINAL LOCATION WITH CONTRACTING OFFICER PRIOR

TO INSTALLATION. PROVIDE POSITIVE DRAINAGE IN

ALL LOCATIONS.

CONSTRUCT NEW ROADSIDE DITCH. SEE TYPICAL

SECTIONS, SHEET 5, FOR ADDITIONAL REQUIREMENTS.

INSTALL RIPRAP AT DITCH ENDS AS SHOWN AND

INSTALL RIPRAP CHECK DAMS IF REQUIRED.

COORDINATE RIPRAP LAYOUT AND EXTENT OF WORK

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PLAN

SUPERELEVATION DIAGRAM

NEW ROAD C PROFILE

L

CURVE DATA

CURVE RADIUS LENGTH Δ

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ASPHALT CONCRETE ROADWAY. SEE

TYPICAL SECTIONS, SHEET 5, FOR ADDITIONAL

REQUIREMENTS.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

ROAD CONSTRUCTION NOTES:

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ROADSIDE DITCH. SEE TYPICAL

SECTIONS, SHEET 5, FOR ADDITIONAL REQUIREMENTS.

INSTALL RIPRAP AT DITCH ENDS AS SHOWN AND

INSTALL RIPRAP CHECK DAMS IF REQUIRED.

COORDINATE RIPRAP LAYOUT AND EXTENT OF WORK

C/F

/F

C/F

C/F

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C /F

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C /F

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PLAN

SUPERELEVATION DIAGRAM

NEW ROAD C PROFILE

L

CURVE DATA

CURVE RADIUS LENGTH Δ

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ASPHALT CONCRETE ROADWAY. SEE

TYPICAL SECTIONS, SHEET 5, FOR ADDITIONAL

REQUIREMENTS.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

ROAD CONSTRUCTION NOTES:

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ROADSIDE DITCH. SEE TYPICAL

SECTIONS, SHEET 5, FOR ADDITIONAL REQUIREMENTS.

INSTALL RIPRAP AT DITCH ENDS AS SHOWN AND

INSTALL RIPRAP CHECK DAMS IF REQUIRED.

COORDINATE RIPRAP LAYOUT AND EXTENT OF WORK

SUPERELEVATION DIAGRAM

NEW ROAD C PROFILE

L

CURVE DATA

CURVE RADIUS LENGTH Δ

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ASPHALT CONCRETE ROADWAY. SEE

TYPICAL SECTIONS, SHEET 5, FOR ADDITIONAL

REQUIREMENTS.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

ROAD CONSTRUCTION NOTES:

INSTALL NEW CORRUGATED METAL PIPE CULVERT AT

CENTERLINE STATION, PER THE LENGTH, DIAMETER

AND SLOPE AS NOTED. COORDINATE APPROVAL OF

FINAL LOCATION WITH CONTRACTING OFFICER PRIOR

TO INSTALLATION. PROVIDE POSITIVE DRAINAGE IN

ALL LOCATIONS.

CONSTRUCT NEW ROADSIDE DITCH. SEE TYPICAL

SECTIONS, SHEET 5, FOR ADDITIONAL REQUIREMENTS.

INSTALL RIPRAP AT DITCH ENDS AS SHOWN AND

INSTALL RIPRAP CHECK DAMS IF REQUIRED.

COORDINATE RIPRAP LAYOUT AND EXTENT OF WORK

NEW ROAD C PROFILE

L

CURVE DATA

CURVE RADIUS LENGTH Δ

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ASPHALT CONCRETE ROADWAY. SEE

TYPICAL SECTIONS, SHEET 5, FOR ADDITIONAL

REQUIREMENTS.

CONSTRUCT NEW COMPACTED AGGREGATE BASE

ROADSIDE PARKING AREA. SEE TYPICAL SECTIONS,

SHEET 5, FOR ADDITIONAL REQUIREMENTS. FOR

BARRIER ROCK PLACEMENT, SEE DETAIL, SHEET 31.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

ROAD CONSTRUCTION NOTES:

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ROADSIDE DITCH. SEE TYPICAL

SECTIONS, SHEET 5, FOR ADDITIONAL REQUIREMENTS.

INSTALL RIPRAP AT DITCH ENDS AS SHOWN AND

INSTALL RIPRAP CHECK DAMS IF REQUIRED.

COORDINATE RIPRAP LAYOUT AND EXTENT OF WORK

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

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C

F

C/F

C/F

C/F C/F

C/F

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C /F

C /F

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F

PLAN

SUPERELEVATION DIAGRAM

NEW ROAD C PROFILE

L

CURVE DATA

CURVE RADIUS LENGTH Δ

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ASPHALT CONCRETE ROADWAY. SEE

TYPICAL SECTIONS, SHEET 5, FOR ADDITIONAL

REQUIREMENTS.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

ROAD CONSTRUCTION NOTES:

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ROADSIDE DITCH. SEE TYPICAL

SECTIONS, SHEET 5, FOR ADDITIONAL REQUIREMENTS.

INSTALL RIPRAP AT DITCH ENDS AS SHOWN AND

INSTALL RIPRAP CHECK DAMS IF REQUIRED.

COORDINATE RIPRAP LAYOUT AND EXTENT OF WORK

NEW ROAD C PROFILE

L

CURVE DATA

CURVE RADIUS LENGTH Δ

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ASPHALT CONCRETE ROADWAY. SEE

TYPICAL SECTIONS, SHEET 5, FOR ADDITIONAL

REQUIREMENTS.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

ROAD CONSTRUCTION NOTES:

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ROADSIDE DITCH. SEE TYPICAL

SECTIONS, SHEET 5, FOR ADDITIONAL REQUIREMENTS.

INSTALL RIPRAP AT DITCH ENDS AS SHOWN AND

INSTALL RIPRAP CHECK DAMS IF REQUIRED.

COORDINATE RIPRAP LAYOUT AND EXTENT OF WORK

NEW ROAD C PROFILE

L

CURVE DATA

CURVE RADIUS LENGTH Δ

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ASPHALT CONCRETE ROADWAY. SEE

TYPICAL SECTIONS, SHEET 5, FOR ADDITIONAL

REQUIREMENTS.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

ROAD CONSTRUCTION NOTES:

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ROADSIDE DITCH. SEE TYPICAL

SECTIONS, SHEET 5, FOR ADDITIONAL REQUIREMENTS.

INSTALL RIPRAP AT DITCH ENDS AS SHOWN AND

INSTALL RIPRAP CHECK DAMS IF REQUIRED.

COORDINATE RIPRAP LAYOUT AND EXTENT OF WORK

NEW ROAD C PROFILE

L

CURVE DATA

CURVE RADIUS LENGTH Δ

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ASPHALT CONCRETE ROADWAY. SEE

TYPICAL SECTIONS, SHEET 5, FOR ADDITIONAL

REQUIREMENTS.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

ROAD CONSTRUCTION NOTES:

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ROADSIDE DITCH. SEE TYPICAL

SECTIONS, SHEET 5, FOR ADDITIONAL REQUIREMENTS.

INSTALL RIPRAP AT DITCH ENDS AS SHOWN AND

INSTALL RIPRAP CHECK DAMS IF REQUIRED.

COORDINATE RIPRAP LAYOUT AND EXTENT OF WORK

NEW ROAD C PROFILE

L

CURVE DATA

CURVE RADIUS LENGTH Δ

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT

TO FULL SECTION DEPTH. COORDINATE SAWCUTTING

WITH CONTRACTING OFFICER PRIOR TO BEGINNING

SAWCUTTING WORK.

CONSTRUCT NEW ASPHALT CONCRETE ROADWAY. SEE

TYPICAL SECTIONS, SHEET 5, FOR ADDITIONAL

REQUIREMENTS.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

ROAD CONSTRUCTION NOTES:

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ROADSIDE DITCH. SEE TYPICAL

SECTIONS, SHEET 5, FOR ADDITIONAL REQUIREMENTS.

INSTALL RIPRAP AT DITCH ENDS AS SHOWN AND

INSTALL RIPRAP CHECK DAMS IF REQUIRED.

COORDINATE RIPRAP LAYOUT AND EXTENT OF WORK

OUTLET ACCESS ROAD C PROFILE

L

CURVE DATA

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT

TO FULL SECTION DEPTH. COORDINATE SAWCUTTING

WITH CONTRACTING OFFICER PRIOR TO BEGINNING

SAWCUTTING WORK.

CONSTRUCT NEW ASPHALT CONCRETE ROADWAY. SEE

TYPICAL SECTIONS, SHEET 5, FOR ADDITIONAL

REQUIREMENTS.

CALL-OUT NOT SHOWN ON THIS SHEET.

INSTALL NEW STEEL GATE, "TYPE 1" OR "TYPE 2", AS

NOTED. SEE LAYOUT/DETAILS, SHEETS 38-42, FOR

ADDITIONAL INFORMATION. CALL-OUT IS TO CENTER

OF GATE AT INTERSECTION WITH CENTERLINE.

CALL-OUT NOT SHOWN ON THIS SHEET.

ROAD CONSTRUCTION NOTES:

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ROADSIDE DITCH. SEE TYPICAL

SECTIONS, SHEET 5, FOR ADDITIONAL REQUIREMENTS.

INSTALL RIPRAP AT DITCH ENDS AS SHOWN.

COORDINATE RIPRAP LAYOUT AND EXTENT OF WORK

WITH CONTRACTING OFFICER.

STORM SEWER CONSTRUCTION NOTES:

CURVE RADIUS LENGTH Δ

SEE OUTLET INTERSECTION PLANS

(SHEET 35) FOR RADIUS AND

INTERSECTION LAYOUT/GRADING

PARTICULARS.

SEE DECOMMISSIONING PLANS FOR

FURTHER ROAD

REMOVAL/RECONTOURING RELATED

OUTLET DAYUSE ENTRANCE C PROFILE

L

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ASPHALT CONCRETE

ROADWAY/PARKING LOT. SEE TYPICAL SECTIONS,

SHEET 6, FOR ADDITIONAL REQUIREMENTS.

CONSTRUCT NEW COMPACTED AGGREGATE BASE

ROADSIDE BUFFER. SEE TYPICAL SECTIONS, SHEET 6

FOR ADDITIONAL REQUIREMENTS.

INSTALL NEW STEEL GATE, "TYPE 1" OR "TYPE 2", AS

NOTED. SEE LAYOUT/DETAILS, SHEET 38-42, FOR

ADDITIONAL INFORMATION. CALL-OUT IS TO CENTER

OF GATE AT INTERSECTION WITH CENTERLINE.

CALL-OUT NOT SHOWN ON THIS SHEET.

ROAD CONSTRUCTION NOTES:

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ROADSIDE DITCH. SEE TYPICAL

SECTIONS, SHEET 6, FOR ADDITIONAL REQUIREMENTS.

INSTALL RIPRAP AT DITCH ENDS AS SHOWN.

COORDINATE RIPRAP LAYOUT AND EXTENT OF WORK

WITH CONTRACTING OFFICER.

STORM SEWER CONSTRUCTION NOTES:

SEE OUTLET INTERSECTION PLANS (SHEET

35) FOR RADIUS AND INTERSECTION

LAYOUT/GRADING PARTICULARS.

OUTLET DAYUSE LOOP C PROFILE

L

CURVE DATA

CURVE RADIUS LENGTH Δ

A

A

B

B

C

C

SEE DECOMMISSIONING PLANS

FOR FURTHER ROAD

REMOVAL/RECONTOURING RELATED

WORK BEYOND ASPHALT ROADWAY

REMOVAL LIMITS NOTED

SEE OUTLET DAYUSE LOOP INTERSECTION

PLAN (SHEET 36) FOR RADIUS AND

INTERSECTION LAYOUT/GRADING

PARTICULARS.

CURVE DATA

CURVE RADIUS LENGTH Δ

SEE OUTLET DAYUSE PARKING LOT

GRADING/INTERSECTION PLAN (SHEET

36) FOR RADIUS AND INTERSECTION

LAYOUT/GRADING PARTICULARS.

SEE OUTLET DAYUSE LOOP & PARKING

LOT SIGNING/STRIPING PLAN, SHEET 47

FOR SIGNING, STRIPING AND WHEEL

STOP LAYOUT PARTICULARS.

D

D

E

E

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ASPHALT CONCRETE

ROADWAY/PARKING LOT. SEE TYPICAL SECTIONS,

SHEET 6, FOR ADDITIONAL REQUIREMENTS.

CONSTRUCT NEW COMPACTED AGGREGATE BASE

ROADSIDE BUFFER. SEE TYPICAL SECTIONS, SHEET 6

FOR ADDITIONAL REQUIREMENTS.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

ROAD CONSTRUCTION NOTES:

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ROADSIDE DITCH. SEE TYPICAL

SECTIONS, SHEET 6, FOR ADDITIONAL REQUIREMENTS.

INSTALL RIPRAP AT DITCH ENDS AS SHOWN.

COORDINATE RIPRAP LAYOUT AND EXTENT OF WORK

WITH CONTRACTING OFFICER.

STORM SEWER CONSTRUCTION NOTES:

OUTLET DAYUSE LOOP/PARKING LOT C PROFILE

L

SEE DECOMMISSIONING PLANS

FOR FURTHER ROAD

REMOVAL/RECONTOURING RELATED

L

L

C

L

C

PLAN

END DITCH C PROFILE

L

CURVE DATA

CURVE RADIUS LENGTH Δ

A

A

B

B

C

C

SECTION A-A

SECTION B-B

SECTION C-C

CURVE DATA CURVE DATA

OUTLET DAYUSE INTERSECTION PLAN

OUTLET ACCESS ROAD INTERSECTION PLAN

PC = POINT OF CURVATURE

PT = POINT OF TANGENCY

POT = POINT ON TANGENT

MID = MIDPOINT OF CURVE

POC = POINT ON CURVE

PCC = POINT OF COMPOUND CURVE

PRC = POINT OF REVERSE CURVATURE

FG = FINISH GRADE

CURVE DATA

OUTLET DAYUSE LOOP INTERSECTION PLAN

P I P

E

Z

O N

E

PIPE ZONE

END RIP RAP

BOTTOM OF DITCH

RIP RAP KEYED INTO

DITCH SIDE AND BOTTOM

12" 12"

INLET/

OUTLET PIPE

6"

INLET/OUTLET PIPE HAVING TAPERED END SECTION

NEW ROAD STRUCTURE

DITCH BOTTOM

RIP RAP KEYED INTO DITCH

SIDE AND BOTTOM 4" MIN. DEPTH.

EXTEND TO BASE OF NEW ROAD

EXTEND RIP RAP

2' UP DITCH SIDE

STRUCTURE OR 3' MAX.

NEW ROAD STRUCTURE

H

V

M

A

X

H

V

M

A

X

CHECK DAM DETAIL

36" (TYPICAL)

DITCH SIDE AND BOTTOM.

6" EXPOSED DEPTH OF RIP RAP.

KEY INTO DITCH SIDE AND BOTTOM

A MINIMUM DEPTH OF 4". CHECK DAMS SHALL

HAVE 24" WIDTH. COORDINATE FINAL LAYOUT

WITH CONTRACTING OFFICER PRIOR TO

INSTALLATION

TRENCH WIDTH

(OUTSIDE DIAM. +

12" EACH SIDE)

BACKFILL MATERIAL

ROAD SECTION

BEDDING/BACKFILL DETAIL

PROTECTION DETAIL

FOUNDATION LEVEL

O

D

BACKFILL MATERIAL FOR

PIPE ZONE BEDDING

NTS

NTS

PLACEMENT DETAIL

NTS

BARRIER ROCK

BURY BOULDERS TO WIDEST POINT

REPLACE EXCAVATED SOIL

TO EXISTING GRADE

REMOVE EXCESS MATERIAL

MIX OF BOULDER SIZES DESIRED

MIN SIZE - 2' X 2' X 2'

SUBGRADE

PROPOSED GRADE

ENSURE OPENINGS OF 32" MIN TO 40" MAX

EVERY 10' - 20' (MAX)

VARY BOULDER SPACING

PROPOSED BOULDER BARRIER ALIGNMENT

MAINTAIN ACCESSIBLE PASSABLE SPACE

EVERY 10 - 20' MAXIMUM (TYP.)

MIX BOULDER SIZES, GROUPING,

AND ALIGNMENTS IN BETWEEN

PASSABLE SPACES

BOULDER (TYP.)

BOULDER TYP.

32" - 40"

PASSABLE

SPACE (TYP.)

EXISTING OR

COORDINATE LAYOUT WITH CONTRACTING OFFICER

INSTALL RIP RAP DAM AT PIPE INLET WHERE

SHOWN ON PLANS. DAM SHALL BE 24" TALL,

24" WIDE, AND SHALL BE EMBEDDED INTO

DITCH BOTTOM A MINIMUM OF 6".

6"

TYPE 1 GATE LAYOUT

TYPE 1 GATE FABRICATION

TYPE 2 GATE LAYOUT

TYPE 2 GATE FABRICATION

SIGNING/STRIPING LAYOUT PLAN

MUTCD SIGN DESIGNATIONS & SIZES

DIRECTIONAL SIGN ARROW DETAIL

OUTLET DAY

USE PARKING

OUTLET

CAMPGROUND

OUTLET DAY

USE PARKING

OUTLET

CAMPGROUND

CENTER LINE (PAINT) DETAIL

EDGE LINE (PAINT) DETAIL

A B

GENERAL NOTES

VISITOR CENTER

LODGE

HWY. 75

CAMPGROUNDS

GLACIER VIEW

POINT

MT. VIEW

CHINOOK BAY

BOAT LAUNCH

CAMPGROUNDS

MT. HEYBURN

SOCKEYE

CENTER LINE (PAINT) DETAIL

EDGE LINE (PAINT) DETAIL

A B

SIGNING/STRIPING LAYOUT PLAN

SIGNING/STRIPING LAYOUT PLAN

GENERAL NOTES

MUTCD SIGN DESIGNATIONS & SIZES

A

B

SIGNING/STRIPING LAYOUT PLAN

MUTCD SIGN DESIGNATIONS & SIZES

DIRECTIONAL SIGN ARROW DETAIL

GENERAL NOTES

HWY. 75

CAMPGROUNDS

MT. VIEW

CHINOOK BAY

BOAT LAUNCH

CAMPGROUNDS

OUTLET

MT. HEYBURN

SOCKEYE

VISITOR CENTER

LODGE

HORSE RIDES

CAMPGROUNDS

GLACIER VIEW

POINT

BOAT LAUNCH

CAMPGROUNDS

OUTLET

MT. HEYBURN

SOCKEYE

VISITOR CENTER

LODGE

HORSE RIDES

CAMPGROUNDS

GLACIER VIEW

POINT

HWY. 75

CAMPGROUNDS

MT. VIEW

CHINOOK BAY

LANE LINE (PAINT) DETAIL

C

214A

214A

214 214

214A

1. REDUCE ARROW SIZE BY 20% ON

ROUTE MARKER SIGNS TO FIT ON SIGN

BLANK AND STILL BE LEDGIBLE.

A

B

GENERAL NOTES

SIGNING/STRIPING LAYOUT PLAN

DIRECTIONAL ARROW (THERMOPLASTIC) DETAIL

C

MUTCD SIGN DESIGNATIONS & SIZES

OUTLET DAY

USE PARKING

OUTLET

CAMPGROUND

DIRECTIONAL SIGN ARROW DETAIL

GENERAL NOTES

MUTCD SIGN DESIGNATIONS & SIZES

A

B

C

D

E

STRIPING CONSTRUCTION NOTES:

F

SEE OUTLET DAYUSE STRIPING

DETAILS (SHEET 49) FOR STRIPING

LAYOUT PARTICULARS.

NARROWEST

SIGN POST

DIMENSION

SIGN PANEL

WIDEST SIGN

POST DIMENSION

GALVANIZED

LAG SCREW

1. LATERAL OFFSET IS THE DISTANCE FROM THE

EDGE OF THE TRAVELED WAY (EDGE LINE) TO THE

NEAREST EDGE OF THE SIGN.

2. ALL WOOD POSTS 4x6 AND LARGER MUST BE

MODIFIED TO MEET BREAKAWAY REQUIREMENTS.

SEE POST INSTALLATION TABLE FOR

REQUIREMENTS.

3. PLACE LONG DIMENSION OF POST CROSS

SECTION PERPENDICULAR TO THE SIGN FACE.

4. FOR 6x6 POSTS, SEVEN (7) FEET MINIMUM

SPACING IS REQUIRED BETWEEN POSTS AS

MEASURED FROM THE INSIDE EDGE OF EACH

RESPECTIVE POST.

5. POSTS SHALL BE PRESSURE TREATED WOOD

ACCORDING TO SPECIFICATIONS.

6. ALL SIGNS SHALL HAVE THE INSTALLATION DATE

AND VANDAL WARNING DECALS ATTACHED TO

THE BACK CORNER OF THE SIGN CLOSEST TO

THE ROAD

SECTION B

GENERAL NOTES:

T R

A F

F

D

R

E C

T I O

N

EDGE OF ROAD

SIGN FACE ORIENTATION DETAIL

93°

SIGN PANEL

BOTTOM

OF SIGN

TOP OF SIGN

V A

R I E

S

V A

R I E

S

MINIMUM POST HOLE

DIAMETER IS THE WIDEST

POST DIMENSION PLUS 6"

TOP OF POST

DRILL HOLES THROUGH POST,

WHEN REQUIRED ~ SEE POST

INSTALLATION TABLE

DIRECTION OF TRAFFIC

TIMBER SIGN POST

FINISHED

GROUND

LINE

SECTION A

B

C

BREAKAWAY REQUIREMENTS

FOR DOUBLE POST INSTALLATIONS ONLY,

INSTALL PRESSURE TREATED 2x4 SIGN

PANEL SUPPORT AS SHOWN (TYP. TWO

LOCATIONS). SUPPORT SHALL EXTEND

TO WITHIN 1" OF EACH SIDE SIGN EDGE.

SIGN PANEL

1" DIAM. FLAT WASHER,

STEEL, GALVANIZED

DRILL PILOT

HOLES FOR

LAG SCREWS

TIMBER

POST

3/8" × 5" HEX LAG SCREW,

STEEL, GALVANIZED

1" DIAM. WASHER, NYLON

SECTION C

PRESSURE TREATED 2x4

M

I N

TIMBER SIGN POST

ROAD SURFACE

COMPACTED NATIVE

BACKFILL MATERIAL

TRAVELED WAY

DEPTH ~

SEE POST

INSTALLATION

TABLE

SECONDARY

SIGN

PRIMARY

SIGN

1"

2"

A

M

I N

FINISH GROUND

LINE ELEV.

PRESSURE TREATED 2x4

SIGN INSTALLATION DETAIL

1" TYP.

5' MINIMUM

E D

G E

L

N

E

4×4

4×6

(NOM.)

POST SIZE

MAX.

48 206×6

WIDTH

(in)

MAX. SIGN

AREA

(sq. ft.)

MAX.

96 95

WIDTH

(in)

MAX. SIGN

AREA

(sq. ft.)

ONE POST TWO POSTS

MAX. WIDTH

SINGLE POST

4×4

4×6

6×6

3' - 0"

4' - 0"

4' - 0"

NOT REQ'D

1 1/2"

2"

(NOM.)

POST INSTALLATION TABLE

POST SIZE

DEPTH

HOLE

DIAMETER

3/5

WIDTH

1/5 WIDTH1/5 WIDTH

MAX. WIDTH

DOUBLE POST SPACING

POST SPACING AND

SIZE REQUIREMENTS

TABLE

2' (TYP.)

3.5'

(TYP.)

EDGE OF

PAVEMENT

EDGE OF

TRAVELED WAY

EDGE OF

TRAVELED WAY

SHOULDER

AREA

CROSSWALK

LINE

ROADWAY

LANE

C

L

C

L

1'

1'

1'

8'

2'

LANE LANE

1' - 0"

2'

30°

EDGE OF PAVEMENT

PRECAST CONCRETE

WHEEL STOP (TYP)

INTERNATIONAL SYMBOL

OF ACCESSIBILITY PARKING

SPACE MARKING - PAINTED

WHITE. CENTER ON

PARKING STALL (TYP).

4" WIDE, WHITE

PAINT LINE (TYP)

C

L

1' - 0"

CENTER LINE (PAINT) DETAIL

EDGE LINE (PAINT) DETAIL

A

B

DIRECTIONAL ARROW (THERMOPLASTIC) DETAIL

E

ARRANGEMENT (PAINT) DETAIL

F

DUAL ACCESSIBLE PARKING SPACE

PARKING STALL (PAINT) DETAIL

C

CROSSWALK (THERMOPLASTIC) DETAIL

D

PRECAST CONCRETE WHEEL STOP DETAIL

OPTION ITEM #1

W

F

C

F

C

F

C/F

C

F

C

F

C

F

C/F

C /F

C/F

C

F

C /F

C/F

C

F

C/F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

/F C

F

C

F

C

F

C/F

C /F

C/F

C/F

C

F

C/F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

MAJOR PAVED TRAIL C PROFILE

L

CURVE DATA

CURVE RADIUS LENGTH Δ

REMOVE EXISTING AGGREGATE TRAIL. EXISTING

AGGREGATE SHALL BE SALVAGED AND STOCKPILED, IF

APPLICABLE, AT THE FOREST SERVICE'S CHAMPION

CREEK PIT. RESTORE AREA TO ORIGINAL GROUND

CONTOURS AND SCARIFY TO SATISFACTION OF

CONTRACTING OFFICER.

CONSTRUCT NEW ASPHALT CONCRETE TRAIL. SEE

TYPICAL SECTION, SHEET 50, FOR LAYOUT

PARTICULARS.

PROTECT (P) OR REMOVE (R) EXISTING LOG WORM

FENCE. SEE STATIONING FOR REMOVAL LIMITS, AS

APPLICABLE.

PROTECT (P) OR REMOVE (R) EXISTING UNDERGROUND

WATERLINE, VALVE, OR APPURTENANCE.

TRAIL CONSTRUCTION NOTES:

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ROADSIDE DITCH. SEE TYPICAL

SECTIONS, SHEET 50, FOR ADDITIONAL

REQUIREMENTS. INSTALL RIPRAP AT DITCH ENDS AS

SHOWN. COORDINATE RIPRAP LAYOUT AND EXTENT

OF WORK WITH CONTRACTING OFFICER.

EW

F

C

F

C

F

C

F

C

F

C

F

C F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C F

C

F

C

F

C

F

/F

C /F

C

F

C/F C/F

C /F

C

F

C

F

C

F

C

F

C/F

C

F

C/F

C/F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

MAJOR PAVED TRAIL C PROFILE

L

CURVE DATA

CURVE RADIUS LENGTH Δ

REMOVE EXISTING AGGREGATE TRAIL. EXISTING

AGGREGATE SHALL BE SALVAGED AND STOCKPILED, IF

APPLICABLE, AT THE FOREST SERVICE'S CHAMPION

CREEK PIT. RESTORE AREA TO ORIGINAL GROUND

CONTOURS AND SCARIFY TO SATISFACTION OF

CONTRACTING OFFICER.

CONSTRUCT NEW ASPHALT CONCRETE TRAIL. SEE

TYPICAL SECTION, SHEET 50, FOR LAYOUT

PARTICULARS.

PROTECT (P) OR REMOVE (R) EXISTING LOG WORM

FENCE. SEE STATIONING FOR REMOVAL LIMITS, AS

APPLICABLE.

PROTECT EXISTING UNDERGROUND WATERLINE,

VALVE, OR APPURTENANCE.

TRAIL CONSTRUCTION NOTES:

INSTALL NEW CORRUGATED METAL PIPE CULVERT AT

CENTERLINE STATION, PER THE LENGTH, DIAMETER

AND SLOPE AS NOTED. COORDINATE APPROVAL OF

FINAL LOCATION WITH CONTRACTING OFFICER PRIOR

TO INSTALLATION. PROVIDE POSITIVE DRAINAGE IN

ALL LOCATIONS.

CONSTRUCT NEW ROADSIDE DITCH. SEE TYPICAL

SECTIONS, SHEET 50, FOR ADDITIONAL

REQUIREMENTS. INSTALL RIPRAP AT DITCH ENDS AS

SHOWN. COORDINATE RIPRAP LAYOUT AND EXTENT

OF WORK WITH CONTRACTING OFFICER.

F

C

F

C

F

C

/F

C

F

C /F

C /F C

F

C

F

C

F

C /F

C /F

C

F

C

F

C /F

C

F

C

F

C

FC

F

C

F

C

F

C

F

C

F

C

F

C

F

C F

C

F

C

F

C

F

MINOR PAVED TRAIL C PROFILE

L

INSTALL NEW CORRUGATED METAL PIPE CULVERT AT

CENTERLINE STATION, PER THE LENGTH, DIAMETER

AND SLOPE AS NOTED. COORDINATE APPROVAL OF

FINAL LOCATION WITH CONTRACTING OFFICER PRIOR

TO INSTALLATION. PROVIDE POSITIVE DRAINAGE IN

ALL LOCATIONS.

CONSTRUCT NEW ROADSIDE DITCH. SEE TYPICAL

SECTIONS, SHEET 50, FOR ADDITIONAL

REQUIREMENTS. INSTALL RIPRAP AT DITCH ENDS AS

SHOWN. COORDINATE RIPRAP LAYOUT AND EXTENT

OF WORK WITH CONTRACTING OFFICER.

STORM SEWER CONSTRUCTION NOTES:

CALL-OUT NOT SHOWN ON THIS SHEET.

CONSTRUCT NEW ASPHALT CONCRETE TRAIL. SEE

TYPICAL SECTION, SHEET 50, FOR LAYOUT

PARTICULARS.

CALL-OUT NOT SHOWN ON THIS SHEET.

CALL-OUT NOT SHOWN ON THIS SHEET.

TRAIL CONSTRUCTION NOTES:

PC = POINT OF CURVATURE

PT = POINT OF TANGENCY

POT = POINT ON TANGENT

MID = MIDPOINT OF CURVE

POC = POINT ON CURVE

PCC = POINT OF COMPOUND CURVE

PRC = POINT OF REVERSE CURVATURE

FG = FINISH GRADE

PAVED TRAIL INTERSECTION PLAN

CURVE DATA CURVE DATA

OPTION ITEM #2

A

A

L

SECTION A - A