Ashley Lake Day Use Construction Plans_Signed_03212025.pdf
PDF 11 MB Posted
- Solicitation number
- 1240LU25Q0074
- Issued by
-
Department of Agriculture Forest Service
About this file
These are comprehensive construction plans for the Ashley Lake Day Use Site Renovation project in the Flathead National Forest, Tally Lake Ranger District, located in Flathead County, Montana. The 37-sheet document details a complete site redesign including trailer and car parking areas, a lake trail, walking paths, drainage systems, and various site amenities. Key infrastructure elements include:
Specific site improvements encompass a new single panel kiosk, concrete wheel stops, barrier rocks, picnic table and pedestal grill pads, benches with armrests, mooring posts, and signage. The project involves significant earthwork with cut and fill operations, road reconditioning, drain dip installations, and precise grading to create smooth transitions between new site features. The construction plans show meticulous design considerations for slope gradients, aggregate surfacing, timber retainers, and integration with the existing landscape, with a focus on maintaining environmental compatibility and user accessibility. The project is scheduled for completion by 7/31/2026, with detailed engineering specifications for each site component.
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Text version
NO. DATEBYREVISION DESCRIPTION
SHEET NO.
SET NO.
PROJECT:
DATE:SHEET INDEX
CONSTRUCTION PLANS
SHEET 1 TITLE SHEET
SHEET 2 VICINITY MAP
SHEET 3 SUMMARY OF QUANTITIES
SHEET 4 PROJECT NOTES
SHEET 5 ASHLEY LAKE DAY USE LAYOUT SHEET
SHEET 6 ASHLEY LAKE DAY USE SITE PLAN, NOTES & DETAILS
SHEET 7 DRAIN DIP DETAIL
SHEET 8 ROAD TYPICAL SECTIONS
SHEET 9 TRAIL & WALKING PATH TYPICAL SECTIONS
SHEET 10 SINGLE PANEL ENTRY SIGN & TYPICAL SIGN
INSTALLATION
SHEET 11 PRECAST CONCRETE SST DETAILS
SHEET 12 SINGLE PANEL KIOSK DETAILS
SHEET 13 CONCRETE WHEEL STOPS & BARRIER ROCK TYPICALS
SHEET 14 PICNIC AREA PAD DETAILS
SHEET 15 CONCRETE & WOOD PICNIC TABLE FABRICATION AND
INSTALLATION DETAIL
SHEET 16 PEDESTAL GRILL & UTILITY TABLE DETAILS
SHEET 17 BENCH & MOORING POST DETAILS
SHEET 18 RD 11298 WORKLIST
SHEET 19-20 ASHLEY LAKE BOAT LAUNCH SIGN LOCATION PLANS
SHEET 21 DAY USE TRAILER PARKING PLAN & PROFILE
SHEET 22-23 DAY USE TRAILER PARKING CROSS SECTIONS
SHEET 24 DAY USE CAR PARKING PLAN & PROFILE
SHEET 25-26 DAY USE CAR PARKING CROSS SECTIONS
SHEET 27 DAY USE LOOP ROAD PLAN & PROFILE
SHEET 28-30 DAY USE LOOP ROAD CROSS SECTIONS
SHEET 31-32 DAY USE LAKE TRAIL PLAN & PROFILE
SHEET 33-37 DAY USE LAKE TRAIL CROSS SECTIONS
03/05/2025
N
ASHLEY LAKE DAY USE SITE RENOVATION
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REGION ONE
FLATHEAD NATIONAL FOREST
TALLY LAKE RANGER DISTRICT
FLATHEAD COUNTY
AREA MAP
MONTANA INDEX MAP
PROJECT LOCATION
PROJECT ENGINEER
FLATHEAD NATIONAL FOREST
DATE
APPROVED BY:
RECOMMENDED BY:
LOCATION MAP
FOREST SUPERVISOR
FLATHEAD NATIONAL FOREST
DATE
APPROVED BY:
DESIGNED BY:
FOREST ENGINEER
FLATHEAD NATIONAL FOREST
DATE
DISTRICT RANGER
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
DATE
BillingsBozeman Butte
Helena
Great Falls
Missoula
Kalispell Havre
Miles City
T 27 N
R 22 W
T 29 N
T 28 N
R 23 WR 24 W
APPROVED BY:
FOREST LANDSCAPE ARCHITECT
FLATHEAD NATIONAL FOREST
DATE
APPROVED BY:
NAMP LANDSCAPE ARCHITECT
NORTHERN REGION
DATE
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BATAVIA LANE
ASHLEY LAKE ROAD
SMITH VALLEY
SCHOOL
679679
NORTH ASHLEY LAKE ROAD (912)
6 M I T
O
KALISPELL
ASHLEY LAKE
DAY USE AREA
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE DAY USE
SITE RENOVATION
NORTHERN REGION
REGION 1 VICINITY MAP
03/05/2025 CL3 C. STEEN 2
M
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE DAY USE
SITE RENOVATION
NORTHERN REGION
REGION 1 SUMMARY OF
QUANTITIES
03/05/2025 CL3 C. STEEN 3
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PROJECT NOTES
1) CONSTRUCT THE PROJECT IN COMPLIANCE WITH FEDERAL HIGHWAY ADMINISTRATION STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROAD AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14) AND
APPLICABLE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS).
2) INITIAL CLEARING LIMITS AND CONSTRUCTION STAKES WILL BE SET BY THE GOVERNMENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN AND PRESERVE ALL STAKES AND OTHER MARKS SET BY THE
GOVERNMENT UNTIL AUTHORIZED TO REMOVE THEM
3) ITEMS 201 - CLEARING AND GRUBBING - DISPOSAL METHOD (e) WILL BE WINDROW AROUND PERIMETER OF THE TRAIL, DISPOSAL METHOD (i) WILL BE DECK TIMBER AND SCATTER BRUSH OUTSIDE OF THE CLEARING
LIMITS OF THE PARKING AREA AND WALKING PATH. .
TREES WITHIN THE CLEARING LIMITS SHALL BE CLEARED, GRUBBED, REMOVED AND DISPOSED OF AS FOLLOWS: ALL REASONABLY SOUND LOGS OVER 6 INCHES IN DIAMETER AND 8 FEET IN LENGTH SHALL BE LIMBED AND DECKED AT DESIGNATED LOCATIONS WITHIN THE ASHLEY DAY USE AREA. ALL STUMPS, CULL LOGS AND CONSTRUCTION SLASH SHALL REMOVED FROM NATIONAL FOREST SERVICE LAND AND DISPOSED OF
PROPERLY.
4) ITEM 203 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS - SALVAGE ALL EXISTING FIRE RINGS AND PICNIC TABLES. FIRE RINGS IN GOOD CONDITION WILL BE MARKED BY THE GOVERNMENT FOR SALVAGE AND SHALL REMAIN THE PROPERTY OF THE GOVERNMENT AND SHALL BE STOCKPILED AT A DESIGNATED LOCATION WITHIN THE DAY USE AREA. ALL ITEMS DESIGNATED FOR REMOVAL SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND BE REMOVED FROM NATIONAL FOREST LAND.
5) ITEMS 204 AND 303 - UNLESS OTHERWISE SPECIFIED DISPOSE OF UNSUITABLE OR EXCESS MATERIAL ALONG ADJACENT FILL SLOPES AND GREATER THAN 100 FEET FROM ROAD STREAM CROSSINGS.
CONSTRUCT NEW PARKING AREA, TRAIL & WALKING PATH AS STAKED. INITIAL CONSTRUCTION STAKES WILL BE SET BY THE GOVERNMENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN AND PRESERVE ALL STAKES AND OTHER MARKS SET BY THE GOVERNMENT UNTIL AUTHORIZED TO REMOVE THEM.
6) ITEM 302 - AGGREGATE - QUANTITIES INDICATED IN THE SUMMARY OF QUANTITIES TABLE ARE IN PLACE/COMPACTED CUBIC YARDS FOR PARKING LOT AND RESERVED PARKING AREA; VEHICLE QUANTITIES FOR THE WALKING PATH AND DAY USE SITE PICNIC PADS. COMPACTION METHOD B REQUIRES OPERATION OF ROLLER COMPACTION EQUIPMENT. RECOMMEND USE OF TRENCH ROLLER FOR TRAIL AND WALKING PATH.
SUBMIT AGGREGATE SURFACE COURSE 3/4" GRADATION SIEVE ANALYSIS FOR APPROVAL PRIOR TO USE
7) ITEMS 622 - RENTAL EQUIPMENT - RENTAL WORK MAY INCLUDE EXCAVATION AND HAULING OF MATERIAL AS A RESULT OF PARKING LOT, TRAIL, AND WALKING PATH CONSTRUCTION; SITE REHAB WORK, TREE AND STUMP REMOVAL OUTSIDE OF STAKED CONSTRUCTION LIMITS, PATH CONSTRUCTION / RECONSTRUCTION AND OTHER SIMILAR WORK.
8) ITEMS 625 - TURF ESTABLISHMENT - WITH THE EXCEPTION OF AREAS RECEIVING AGGREGATE SURFACING, APPLY SEED, FERTILIZER AND MULCH AT THE RATES SPECIFIED IN FSSS 625 TO ALL DISTURBED AREAS WITHIN
THE DAY USE AREA.
9) ITEM 63360 - ACCESS SIGN INSTALLATION - SIGNS ARE GOVERNMENT FURNISHED, CONTRACTOR RESPONSIBLE FOR POSTS AND HARDWARE. POSTS SHALL BE 4" DIAMETER TREATED ROUND. WORK CONSISTS OF INSTALLING NEW OR REPLACING EXISTING ACCESS SIGNS AT LOCATIONS DESIGNATED IN THE PLANS. UTILITIES MAY BE PRESENT, CONTRACTOR RESPONSIBLE FOR REQUESTING UTILITY LOCATE PRIOR TO ANY
GROUND DISTURBING ACTIVITY.
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE DAY USE
SITE RENOVATION
NORTHERN REGION
REGION 1 PROJECT NOTES
03/05/2025 CL3 C. STEEN 4
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0' 50' 75' 100' 150' 200'
SCALE
CONTOUR INTERVAL = 1 FT.
CONTROL POINTS
NORTHING EASTING ELEVATION
C.P. #1 C.P. #2 C.P. #3 C.P. #4 C.P. #5 C.P. #6 C.P. #7 C.P. #8 C.P. #9
5000.0000 10000.0000 3951.000
5123.0044 10030.6684 3954.380
5117.3324 9729.0174 3950.763
5328.2431 10140.6416 3998.205
5455.4736 10165.6660 4009.807
5325.0045 10107.2045 3992.389
5640.1728 10033.3620 4009.583
5298.9674 10132.1874
5457.1000 10200.3588 4010.835
3996.071
C.P #7
C.P #5
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TRAIL TO DAY USE AREA
TRAILER PARKING LOT
CAR PARKING LOT
RAISED WALKING PATH
WITH TIMBER RETAINER
ASHLEY LAKE DAY USE
PARKING LOT, TRAIL, AND WALKING PATH LAYOUT
EXISTING PATH TO SST
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE DAY USE
SITE RENOVATION
NORTHERN REGION
REGION 1 ASHLEY LAKE DAY USE
LAYOUT SHEET
03/05/2025 CL3 C. STEEN 5
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TYPICAL
8' CONCRETE WHEEL STOP
TYPICAL
BARRIER ROCK
0' 50' 75' 100' 150' 200'
SCALE
CONTOUR INTERVAL = 1 FT.
INSTALL MOORING POSTS
EXISTING FIRE RING
TYPICAL (REMOVE)
TYPICAL TABLE AND
PEDESTAL GRILL PAD
PICNIC TABLE
EXISTING SST
(PRESERVE)
RESERVED PARKING AREA
BENCH SEAT WITH ARMREST
PEDESTAL GRILL AND UTILITY TABLE
TYPICAL SITE REHAB
(EQUIPMENT RENTAL) -- BARRIER ROCKS
& SEEDING ARE SEPARATE PAY ITEMS
SINGLE PANEL KIOSK
INSTALL NEW SST
(LEFT-HAND FLOOR PLAN) ASHLEY LAKE DAY USE
SITE PLAN, NOTES & DETAILS
SINGLE PANEL KIOSK
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE DAY USE
SITE RENOVATION
NORTHERN REGION
REGION 1 ASHLEY LAKE DAY USE
SITE PLAN, NOTES & DETAILS
03/05/2025 CL3 C. STEEN 6
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NOTES:
1. CROSS SLOPE OF DRAINLINE SHALL BE 5%.
2. SKEW OF DRAINLINE SHALL BE PERPENDICULAR TO CENTERLINE..
3. WHEN RIPRAP IS SPECIFIED AT OUTLET, IT SHALL BE SHAPED TO ASSURE WATER
GOES ONTO RIPRAP
4. RIPRAP TOP ELEVATION SHALL BE AT TOP OF FINISHED OUTLET GRADE, NOT
SUBGRADE.
5. TAPER LENGTHS SHALL BE WITHIN 10% OF LISTED LENGTHS.
6. UNLESS SPECIFIED DO NOT INTERCEPT ROADWAY DITCHLINE WITH THE DRAIN DIP.
40' 30' 75'
20'
ROUNDING
20'
ROUNDING
DRAIN DIP PROFILE
EXISTING ROAD PROFILE
6" A
T
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DRAIN DIP TYPE II
NOT TO SCALE
60' 40' 100'
30'
ROUNDING
30'
ROUNDING
DRAIN DIP PROFILE
EXISTING ROAD PROFILE
3" A
T
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DRAIN DIP TYPE I
NOT TO SCALE
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE DAY USE
SITE RENOVATION
NORTHERN REGION
REGION 1 DRAIN DIP DETAIL
03/05/2025 CL3 C. STEEN 7
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RECONSTRUCTION TYPICAL SECTION WITH DITCH
NOT TO SCALE
RECONSTRUCTION TYPICAL SECTION WITHOUT DITCH
NOT TO SCALE
SPECIAL CLEARING & GRUBBING / SELECTIVE CLEARING LIMITS
RECONDITIONING LIMITS
5'
5'CL
CL
SPECIAL CLEARING & GRUBBING / SELECTIVE CLEARING LIMITS
RECONDITIONING LIMITS
5'
5'
3'
1'
* SEED ALL DISTURBED AREAS OUTSIDE THE ROADBED.
INSLOPE, OUTSLOPE, OR CROWN WHEN
SPECIFIED IN THE WORKLIST. OTHERWISE
MAINTAIN EXISTING.
INSLOPE, OUTSLOPE, OR CROWN WHEN
SPECIFIED IN THE WORKLIST. OTHERWISE
MAINTAIN EXISTING.
RESHAPE DITCHES TO ACHIEVE POSITIVE
DRAINAGE AND UNIFORM DITCH WIDTH, DEPTH,
AND GRADE.
2 3
NEW CONSTRUCTION TYPICAL WITHOUT DITCH
NOT TO SCALE
7'
1V:11 3H
1V:1H
CL
7'
SUBGRADE
FILL SLOPE
CLEARING
OUTER LIMITS
CUT SLOPE
CLEARING
OUTER LIMITS
-3%
NEW CONSTRUCTION TRAILER PARKING TYPICAL
NOT TO SCALE
7'
1V:11 3H
1V:1H
CL
75'
SUBGRADE
FILL SLOPE
CLEARING
OUTER LIMITS
CUT SLOPE
CLEARING
OUTER LIMITS
-2%
NEW CONSTRUCTION SINGLE VEHICLE PARKING TYPICAL
NOT TO SCALE
7'
1V:11 3H
1V:1H
CL
60'
SUBGRADE
FILL SLOPE
CLEARING
OUTER LIMITS
CUT SLOPE
CLEARING
OUTER LIMITS
-3%
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE DAY USE
SITE RENOVATION
NORTHERN REGION
REGION 1 ROAD TYPICAL
SECTIONS
03/05/2025 CL3 C. STEEN 8
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* SEED ALL DISTURBED AREAS OUTSIDE THE ROADBED.
1V:1H
FILL SLOPE
CLEARING
OUTER LIMITS
CUT SLOPE
CLEARING
OUTER LIMITS
3'
CL
3'
-2%
1V:3H
NEW CONSTRUCTION TRAIL TYPICAL
NOT TO SCALE
1 INCHES
MAXIMUMDISPOSE OF
UNSUITABLE
MATERIAL
CL
EXISTING
GROUND
3' 3'
RETAINER
8 x 8 MINIMUM
SAWN TIMBER
NO. 5 REBAR
MINIMUM
18" MIN
(TYP)
RAISED WALKING PATH W/ TIMBER RETAINER TYPICAL
NOT TO SCALE
RETAINER
8 x 8 MINIMUM
SAWN TIMBER.
BACKFILL WITH
AGGREGATE
SURFACE COURSE
CONSTRUCT FOUNDATION
WITH ONSITE MATERIAL
(ROCK HAMMER MAY BE NEEDED)
PAY ITEM - 20401C
6" FROM END
(TYP)
PRESERVATIVE TREATMENT - (REFER TO AWPA USE CATEGORY SYSTEM)
MATERIAL
GROUND CONTACT / HEAVY DUTY
SIZE
8" x 8" DOUGLAS FIR
GRADE
SPECIES/
TYPE
UC4B
TYPE
PRESERV.
SAWN TIMBER
WATERBORNE TREATMENT
OTS-1
ID
TYPICAL
NOTES:
PRE-DRILL HOLES FOR REBAR AND PINS TO PREVENT SPLITTING OF
LOGS OR SAWN TIMBERS.
ALL FIELD DRILLED HOLES AND CUTS SHALL BE FIELD TREATED WITH
COPPER NAPHTHENATE 2% SOLUTION.
RECESS END OF REBAR 1/2 INCH BELOW TOP OF TIMBER.
PLACE REBAR 6 INCHES FROM EACH END OF TIMBER WITH MAXIMUM
SPACING OF 36 INCHES.
COMPACT BACKFILL IN 6 INCH LIFTS UNTIL NO VISUAL
DISPLACEMENT.
REMOVE AND DISPOSE OF DUFF AND TOP ORGANIC LAYERS DOWN
TO MINERAL SOIL.
1.
2.
3.
4.
5.
6.
18 INCHES
MINIMUM
TYPICAL TIMBER RETAINER
BACKFILL WITH
SUITABLE MATERIAL TREAD
NO. 5
REBAR
MINIMUM
EMBED 1/3
MINIMUM
8 X 8
MINIMUM
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE DAY USE
SITE RENOVATION
NORTHERN REGION
REGION 1 TRAIL & WALKING PATH
TYPICAL SECTIONS
03/05/2025 CL3 C. STEEN 9
CLEARING & GRUBBING / CLEARING LIMITS
1'1'
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U.S. DEPARTMENT OF AGRICULTURE
ASHLEY LAKE
BOAT LAUNCH
DAY USE AREA
FLATHEAD
National Forest
BEVEL TOP OF POSTS
8" x 8" TREATED POSTS
LAG SCREWS
2" x 8" TREATED
DECK SCREWS
ATTACH 2" x 8" BOARD
TO POSTS
EMBED TREATED POSTS IN CONCRETE FOOTING
2'
APPROX. 5'
2.5'
2.5'
SINGLE SIDED ENTRY SIGN
NO SCALE
1. WITH THE EXCEPTION OF THE GOVERNMENT FURNISHED SIGN PANELS, ALL TREATED POSTS AND MOUNTING
HARDWARE SHALL BE FURNISHED BY THE CONTRACTOR.
2. PLACE WASHER BETWEEN BOLT HEAD AND REFLECTIVE SHEETING TO PREVENT TORQUE DAMAGE TO SHEETING.
3. TIGHTEN BOLTS SNUG BUT DO NOT RUPTURE THE WOOD OVERLAY ON THE SIGN FACE.
4. 4" DIAMETER TREATED SIGN POSTS DO NOT REQUIRE ADDITIONAL STAINING.
5. EXACT LOCATION OF SIGN INSTALLATIONS SHALL BE STAKED IN THE FIELD BY THE ENGINEER.
INSTALLATION NOTES FOR 1 OR 2 POSTS SIGNS:
TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.
ALL SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL ON UNIFORM
P
TYPICAL SIGN INSTALLATIONS (1 OR 2 POST SIGNS)
NO SCALE
SLOPE TO DRAIN
AWAY FROM SIGN
USE 2 BOLTS / SIGN / POST
4" DIAMETER TREATED POST
BACKFILL IN 6" LAYERS AND
HAND TAMP AROUND POST
ROAD SHOULDER
5'
6' TO 12'
AS STAKED
36" MIN.
1. PRIOR TO PURCHASING 8" x 8" POSTS VERIFY LENGTHS NEEDED.
2. TWO COATS OF EXTERIOR WOOD STAIN, MESSMER'S UV PLUS (SHERWIN WILLIAMS) OR EQUAL SHALL BE APPLIED TO ALL ABOVE GROUND SURFACES OF THE 8" x 8" POSTS AND THE 2" x 8" CROSS PIECES. COLOR OF THE STAIN SHALL BE AMS-STD-595A FAN DECK (JUNE 2016) #20059 (FOREST SERVICE BROWN) OR SIMILAR (COLOR TO BE
AGREED UPON BY FOREST SERVICE).
3. CONCRETE SHALL MEET THE REQUIREMENTS OF FSSS 601 -- CONCRETE COMPOSITION METHOD A.
4. INSTALLATION SHALL BE COMPLETED USING VANDAL RESISTANT BOLTS & NUTS. ALL BOLTS SHALL BE SINC OR
CADMIUM COATED UNLESS OTHERWISE NOTED.
4. PLACE WASHER BETWEEN BOLT HEAD AND REFLECTIVE SHEETING TO PREVENT TORQUE DAMAGE TO SHEETING.
5. TIGHTEN BOLTS SNUG BUT DO NOT RUPTURE THE WOOD OVERLAY ON THE SIGN FACE.
6. USE EXCAVATED MATERIAL TO SHAPE AROUND CONCRETE FOOTING AS DIRECTED.
7. EXACT LOCATION AND ORIENTATION OF THE ENTRY SIGNS SHALL BE STAKED IN THE FIELD BY THE ENGINEER.
INSTALLATION NOTES FOR SINGLE SIDED ENTRY SIGNS:
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE DAY USE
SITE RENOVATION
NORTHERN REGION
REGION 1 SINGLE PANEL ENTRY SIGN &
TYPICAL SIGN INSTALLATION
03/05/2025 CL3 C. STEEN 10
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NO SCALE
CRUSHED AGGREGATE*
6" LEVELING COURSE
4' -9
SLOPE TO DRAIN
14'-8" 6'-6"
SLOPE TO DRAIN
AS DIRECTED
SLOPE VAULT
SIDE VIEW END VIEW
USE CRUSHED AGGREGATE*
TO SHAPE AROUND TOILET
BUILDINGS AS DIRECTED
SLOPE TO DRAIN SLOPE TO DRAIN
SLOPE VAULT
AS DIRECTED
LEFT-HAND THRU SCREEN FLOOR PLAN
SST TOILET VAULT EXCAVATION & BACKFILL DETAIL
COMPACT BACKFILL
IN LAYERS
EXACT LOCATION & ORIENTATION
OF THE TOILET BUILDING SHALL
BE STAKED IN THE FIELD BY
THE ENGINEER.
NOTE: VAULT DIMENSIONS SHOWN ARE APPROXIMATE.
VENT PIPE
DOOR
ENTRANCE
6' WIDE PATHWAY
CONSTRUCT AS DIRECTED
WALL VENT
ON THIS SIDE.
ENTRANCE
* 7 CY CRUSHED AGGREGATE PLACEMENT -- ITEM 30207
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE DAY USE
SITE RENOVATION
NORTHERN REGION
REGION 1 PRECAST CONCRETE
SST DETAILS
03/05/2025 CL3 C. STEEN 11
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ROOF PLAN VIEW
FRONT VIEW SIDE VIEW
SINGLE PANEL ROOFED KIOSK
NO SCALE
7'
1'-3" 1'-3"
3 EQUAL SPACES
2" x 8" EXTERNAL BARGE RAFTER
2" x 6" BEAM
2" x 6" INTERNAL RAFTER
2" x 6" FACIA
4" x 6"
RIDGE
BEAM
6" x 6" ROUGH SAWN UPRIGHT POST, DOUGLAS FIR (TREATED)
6" x 6" x 6' ROUGH SAWN CROSS MEMBER, DOUGLAS FIR (TREATED)
APPROX.
6'-3"
U.S.F.S. PROVIDED SIGN
3'
MIN.
3'
3'
APPROX.
4'
18"
MIN.
5'
CEDAR SHAKES & #30 FELT UNDERLAYMENT
4" CDX PLYWOOD
2" x 8" BARGE RAFTER
2" x 6" FACIA
2" x 6" END BEAM
2" x 6" INTERNAL RAFTER
4" x 6" x 6'-8" RIDGE BEAM
6" x 6" x 6' ROUGH SAWN CROSS MEMBERS, DOUGLAS FIR (TREATED)
6" x 6" ROUGH SAWN UPRIGHT POSTS, DOUGLAS FIR (TREATED)
U.S.F.S. PROVIDED SIGN
(48" x 48") ATTACH WITH
8" CARRIAGE BOLTS
CONCRETE FOOTER
1" BEVELED ENDS
2" LAG BOLTS W/ WASHERS
(COUNTERSINK)
28"
MIN.
2" x 6" END BEAM
2" x 8" BARGE RAFTER 2" x 6" INTERNAL RAFTER
2" x 6" FACIA
4" x 6" RIDGE BEAM
4" CDX PLYWOOD
CEDAR SHAKES & #30 FELT
UNDERLAYMENT
U.S.F.S. PROVIDED SIGN
(48" x 48") ATTACH WITH
8" CARRIAGE BOLTS
CONCRETE FOOTER
4"NOTCH UPRIGHT POSTS TO FIT
3"
BEVEL ALL 6" x 6" EXPOSED POST & BEAM ENDS 1" @ 45°
1. WITH THE EXCEPTION OF THE GOVERNMENT-FURNISHED SIGN PANELS, ALL MATERIALS FOR THE SINGLE PANEL KIOSK AND THE
INFORMATION BOARD SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.
2. EXACT LOCATION AND ORIENTATION OF KIOSKS AND INFORMATION BOARDS ALONG WITH THE SIZE AND SHAPE OF THEIR CRUSHED
AGGREGATE PADS SHALL BE STAKED IN THE FIELD BY THE ENGINEER.
3. PREPACKAGED CONCRETE MIX IS ACCEPTABLE FOR KIOSK AND INFORMATION BOARD CONCRETE FOOTERS.
4. TWO COATS OF EXTERIOR WOOD STAIN, MESSMER'S UV PLUS (SHERWIN WILLIAMS) OR EQUAL, SHALL BE APPLIED TO ALL ABOVE-GROUND SURFACES OF WOOD TOP MEMBERS. COLOR OF THE STAIN SHALL BE AMS-STD-595A FAN DECK (JUNE 2016) #20059
(FOREST SERVICE BROWN) OR SIMILAR (COLOR TO BE AGREED UPON BY FOREST SERVICE).
GENERAL NOTES
USE 2 NAIL PLATES PER RAFTER ASSEMBLY
TO CONNECT 2" x 6" RAFTERS
12"
8" 8/12 ROOF PITCH
CRUSHED AGGREGATE
(4" COMPACTED DEPTH)
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE DAY USE
SITE RENOVATION
NORTHERN REGION
REGION 1 SINGLE PANEL KIOSK
DETAILS
03/05/2025 CL3 C. STEEN 12
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MINOR VARIATION IN DESIGN AND DIMENSIONS WILL BE PERMITTED TO ALLOW THE USE OF WHEEL STOPS
THAT MEET MANUFACTURER'S STANDARDS SUBJECT TO APPROVAL BY THE ENGINEER.
1'
#5 REINFORCING BARS
PLAN VIEW
NO SCALE
6'
12"
1'
8'
6"
CONCRETE WHEEL STOPS
6"
3/4" DIA. PLASTIC PIPE SLEEVE
NO SCALE
SIDE VIEW
#5 REINFORCING BARS
2"
NO SCALE
END VIEW
12"
#5 REINFORCING BARS
7"
1/2" BEVEL
REINFORCED CONCRETE
FSSS 601 - CONCRETE COMPOSITION METHOD A
PIN EACH WHEEL STOP TO THE GROUND WITH TWO 5 8" DIA. x 18" BARS. DRIVE BARS FLUSH
WITH TOP OF CONCRETE (LOCATIONS WILL BE DESIGNATED BY THE ENGINEER).
BARRIER ROCKS
TYPICAL INSTALLATION DETAIL
ROCKS TO BE INSTALLED AT LOCATIONS
STAKED BY THE ENGINEER. PLACE APPROXIMATE 2' - 3' DIAMETER ROCKS
BURY APPROXIMATELY 6 " INTO THE GROUND
PLACE & SHAPE THE EXCAVATED MATERIAL
AROUND THE ROCK EDGE AS DIRECTED
EXISTING GROUND LINE
NO SCALE
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE DAY USE
SITE RENOVATION
NORTHERN REGION
REGION 1 CONCRETE WHEEL STOPS
& BARRIER ROCK TYPICALS
03/05/2025 CL3 C. STEEN 13
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GENERAL NOTES FOR PICNIC TABLE & PEDESTAL GRILL PADS
1. THE DIMENSIONS AND LOCATIONS OF TABLE PADS, PEDESTAL GRILLS, AND PICNIC TABLES SHOWN ABOVE ARE APPROXIMATE. EXACT SIZE, SHAPE, LOCATION, AND ORIENTATION OF PADS, TABLES, AND GRILLS SHALL BE STAKED IN THE FIELD BY THE ENGINEER.
2. THE STAKED PAD AREAS SHALL BE CLEARED, GRUBBED, SMOOTHED AND COMPACTED PRIOR
TO CRUSHED AGGREGATE PLACEMENT.
3. ALL CONSTRUCTED FILL SLOPES SHALL BE 4:1 OR FLATTER AS DIRECTED BY THE ENGINEER.
4. CRUSHED AGGREGATE USED IN PAD CONSTRUCTION WILL BE PAID FOR UNDER ITEM 30207.
5. CONSTRUCT RAISED WALKING PATH ENTRANCE TO SITES #1 - #4. TRANSITION SHALL BE 6%
SLOPE MAXIMUM. CONSTRUCTION WILL BE PAID FOR UNDER ITEM 20445
NOTE: AN ADDITIONAL QUANTITY OF CRUSHED
AGGREGATE MAY BE REQUIRED FOR SHAPING AND
LEVELING OF THE PICNIC TABLE AND PEDESTAL PADS,
AS DIRECTED BY THE ENGINEER. (SEE NOTE #4).
TYPICAL PICNIC TABLE & PEDESTAL GRILL PAD DETAILS
NO SCALE
LIMITS OF CRUSHED AGGREGATE PAD (AS STAKED)
--- 2" COMPACTED DEPTH
APPROX. 6 C.Y. (TRUCK MEASURE) PER PAD*
6' Wide
PICNIC TABLE
PEDESTAL GRILL
4' MIN.
UTILITY TABLE
R
AI
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KI
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AT
H
4' MIN.
RETAINER
8 x 8 MINIMUM SAWN TIMBER
4' M
IN
A
A
SECTION A-A
No ScaleRETAINER
8 x 8 MINIMUM SAWN TIMBER
TRANSITION GRADE
6% MAXIMUM SLOPE
CRUSHED AGGREGATE
2" COMPACTED DEPTH
RAISED
WALKING PATH PICNIC PAD SLOPE TO DRAIN
3% MAXIMUM SLOPE
B
B
SECTION B-B
No Scale
CRUSHED AGGREGATE
2" COMPACTED DEPTH
PICNIC PAD SLOPE TO DRAIN
3% MAXIMUM SLOPE
4H : 1V
MINIMUM FILL SLOPE
EXACT LOCATION OF UTILITY TABLE
AND GRILL WILL BE STAKED DURING
CONSTRUCTION
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE DAY USE
SITE RENOVATION
NORTHERN REGION
REGION 1 PICNIC AREA PAD DETAILS
03/05/2025 CL3 C. STEEN 14
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LAG BOLTSC
P
LA
N
K
2 3/4"
3/8" x 2 1/2"
LAG BOLTS
SECTION B-B
NO SCALE
SIDE VIEW
#3 REINF. BAR 1" CLEAR
28"
WASHERS
FLAT & LOCK
2"
SECTION D-DSECTION C-C
NO SCALE NO SCALE NO SCALE
3/8"
1/2" X 4 1/2" MACHINE BOLT
FINISH GRADE
6"
6"
3"
4" X 12" S4S PLANK
1/2" X 1" SLOT IN < IRON
3" X 3" X 3/16" < IRON
3"
1" 7"
5"
2"
3"
CHAMFER 8"
4" 2"
1"
1 1/2"
65 1/2"
PLASTIC PIPE SLEEVE FOR
1/2" MACHINE BOLTS
WASHER
1/2"X 1" SLOTTED HOLES
< IRON SIDE VIEW
1/2" 1 1/2"1
1/2"X 1" SLOTTED HOLES
3"
9"
A
END VIEW
NO SCALE
3/4"34 2" * 2"
SECTION A-A
NO SCALE
31 1/4"
1/2"5 3/8"6
14" 3" 8" 3"
3"
1"
3"
1/2"
CHAMFER
< IRON SIDE VIEW
ROUND AND SMOOTH
THESE EDGES
9"
8"
REINFORCED
AND SUPPORTS
CONCRETE BASE
PRECAST
3/4"58
B
3/8"14 14"
OUTSIDE EDGES & CORNERS
3" X 3" X 3/16" < IRON
C 31"
18"
D
C
3"
L
2 1/2"
#3 BARS
3/8"14
6"
8"
4" X 12" S4S PLANK
3" X 3" X 3/16" < IRON
#3 REINF. BAR 1" CLEAR
CHAMFER
PREDRILL HOLES
FINISH GRADE
D
PICNIC TABLE
3/8" SPACE
ROUND & SMOOTH ALL
B
4" X 12" S4S PLANK
3/8" x 2 1/2"
REINFORCED PRECAST CONCRETE BASE
AND SUPPORTS
FSSS 601 - CONCRETE COMPOSITION
METHOD A
ALL MATERIALS REQUIRED FOR PICNIC TABLE FABRICATION
SHALL BE FURNISHED BY THE CONTRACTOR.
NOTE: 4" X 12" S4S PLANKS SHALL BE
DOUGLAS-FIR OR LARCH OF NO. 1 GRADE
ACCORDING TO WESTERN WOOD PRODUCTS
ASSOCIATION GRADING RULES. AFTER BEING CUT
TO SIZE AND PRIOR TO ATTACHMENT, TWO COATS
OF EXTERIOR WOOD STAIN, MESSMER'S UV PLUS
(SHERWIN WILLIAMS) OR EQUAL SHALL BE
APPLIED TO ALL SURFACES OF THE WOODEN TOP
AND BENCH PLANKS. COLOR OF THE STAIN SHALL
BE AMS-STD-595A FAN DECK (JUNE 2016) #20059
(FOREST SERVICE BROWN) OR SIMILAR (COLOR
TO BE AGREED UPON BY FOREST SERVICE).
APPLICATION RATE AND TIME BETWEEN COATS
SHALL BE AS SPECIFIED BY THE STAIN
MANUFACTURER.
ALL STEEL BRACKETS AND PLATES SHALL BE
PRIMED AND POWDER COATED BLACK.
PLAN VIEW
NO SCALE
7'- 10 1/2" 18"
* 9'- 9 3/4"
18"
3" X 3/16" < IRON
5'-0" A
28"
15"
27 3/8" 27 3/8"
3" COMPACTED AGGREGATE
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE DAY USE
SITE RENOVATION
NORTHERN REGION
REGION 1 CONCRETE & WOOD PICNIC TABLE
FABRICATION AND INSTALLATION DETAIL
03/05/2025 CL3 C. STEEN 15
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PEDESTAL GRILL
TYPICAL INSTALLATION DETAIL
NO SCALE
14" DIA. CONCRETE FOOTER
(CONTRACTOR-FURNISHED)
PREPACKAGED CONCRETE
MIX IS ACCEPTABLE
14"
3-1/2" O.D. x 40" PIPE
PEDESTAL GRILL INSTALLATION NOTES
1. PEDESTAL GRILL UNITS SHALL BE EQUAL TO OR BETTER THAN PILOT ROCK
EC-26 COVERED GRILL MODEL S6 WITH SWIVEL SHELF.
(AVAILABLE FROM RJ THOMAS MFG. CO., INC. CHEROKEE, IA 51012-0946;
PHONE: 712-225-5115 or 800-762-5002)
2. AFTER CONSTRUCTION OF THE CRUSHED AGGREGATE PAD SURFACE, THE
PEDESTAL GRILL UNITS SHALL BE INSTALLED AS SHOWN.
3. THE EXACT LOCATIONS AND ORIENTATION OF THE PEDESTAL GRILL UNITS
SHALL BE STAKED IN THE FIELD BY THE ENGINEER.
FINISH GRADE
52 5/16"
34"
14 1/8"
36"
8 1/4"
33"
24"
31"
48"
28 3/4"
24" DIA
MIN.
UTILITY TABLE
TYPICAL INSTALLATION DETAIL
NO SCALE
4" X 10" S4S PLANK
2" X 2" X 3/16" < IRON
3" X 6" X 1/8" WALL
RECTANGULAR STRUCTURAL STEEL TUBING
1. UTILITY TABLE FRAMES SHALL BE EQUAL TO OR BETTER THAN PILOT ROCK SERIES APTX WITH BLACK POWDER COAT FINISH. (AVAILABLE FROM RJ THOMAS MFG. CO., INC. CHEROKEE, IA 51012-0946; PHONE:
712-225-5115 or 800-762-5002)
2. PREPACKAGED CONCRETE MIX IS ACCEPTABLE.
3. 4" x 10" S4S PLANKS SHALL BE DOUGLAS-FIR OR LARCH OF NO. 1 GRADE ACCORDING TO WESTERN
WOOD PRODUCTS ASSOCIATION GRADING RULES.
4. PRIOR TO ATTACHMENT, TWO COATS OF EXTERIOR WOOD STAIN, MESSMER'S UV PLUS (SHERWIN WILLIAMS) OR EQUAL SHALL BE APPLIED TO ALL SURFACES OF THE WOODEN TOP. COLOR OF THE STAIN SHALL BE AMS-STD-595A FAN DECK (JUNE 2016) #20059 (FOREST SERVICE BROWN) OR SIMILAR (COLOR TO
BE AGREED UPON BY FOREST SERVICE).
5. THE EXACT LOCATIONS AND ORIENTATION OF THE UTILITY TABLE SHALL BE STAKED IN THE FIELD BY
THE ENGINEER.
6. ALL MOUNTING HARDWARE SHALL BE FURNISHED BY THE CONTRACTOR.
GENERAL NOTES FOR UTILITY TABLE
OUTSIDE EDGES & CORNERS
ROUND & SMOOTH ALL
2" X 3/16" < IRON
2" X 2" X 3/16" < IRON
2" X 3/16" < IRON
FINISH GRADE
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United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE DAY USE
SITE RENOVATION
NORTHERN REGION
REGION 1 PEDESTAL GRILL &
UTILITY TABLE DETAILS
03/05/2025 CL3 C. STEEN 16
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No Scale
SIDE VIEW
BENCH WITH BACKREST & ARMREST
TYPICAL INSTALLATION DETAIL
No Scale
FRONT VIEW
No Scale
TOP VIEW
4'
22 1/4"
CONCRETE FOOTER
30" x 30" MINIMUM
18"
THE WOOD FOR BENCH SEATS AND BACKS
WILL BE 3" x 4" FOR EACH SEAT AND EACH BACK.
ATTACH WOOD TO CHANNEL FRAME BY INSERTING
FASTENERS THROUGH ALL FRAME HOLES.
4" x 4" SQUARE
STEEL POST
CONCRETE FOOTER
30" x 30" MINIMUM
FINISH GRADE
1. BENCH FRAMES, CONSTRUCTION HEART REDWOOD FOR BENCH SEATS AND BACKS, AND MOUNTING HARDWARE SHALL BE EQUAL TO OR BETTER THAN PILOT ROCK OWRB 4 WITH BLACK POWDER COAT FINISH AND ARMRESTS TO MATCH. (AVAILABLE FROM RJ THOMAS MFG. CO., INC. CHEROKEE, IA 51012-0946;
PHONE: 712-225-5115 or 800-762-5002)
2. FOUR BENCHES WILL HAVE A SINGLE ARMREST PLACED IN THE MIDDLE OF THE BENCH. TWO BENCHES
WILL HAVE TWO ARMRESTS, ONE PLACED AT EACH END. TOTAL OF 8 ARMRESTS INSTALLED.
3. PREPACKAGED CONCRETE MIX IS ACCEPTABLE.
4. PRIOR TO ATTACHMENT, TWO COATS OF EXTERIOR WOOD STAIN, MESSMER'S UV PLUS (SHERWIN WILLIAMS) OR EQUAL SHALL BE APPLIED TO ALL SURFACES OF THE WOODEN SEATS AND BACKS. COLOR OF THE STAIN SHALL BE AMS-STD-595A FAN DECK (JUNE 2016) #20059 (FOREST SERVICE BROWN) OR
SIMILAR (COLOR TO BE AGREED UPON BY FOREST SERVICE).
5. THE EXACT LOCATIONS AND ORIENTATION OF THE BENCHES SHALL BE STAKED IN THE FIELD BY THE
ENGINEER.
MOORING POST
TYPICAL INSTALLATION DETAIL
4'
2'
18"
CONCRETE FOOTER
FINISH GRADE
6" x 6" x 6' POST
WITH CAP
GENERAL NOTES FOR BENCH
1. THE MOORING POST WILL BE 6" x 6" POWDER COATED SQUARE TUBE WITH CAP.
POWDER COAT COLOR SHALL BE AMS-STD-595A FAN DECK (JUNE 2016) #20059
(FOREST SERVICE BROWN) OR SIMILAR (COLOR TO BE AGREED UPON BY FOREST
SERVICE).
2. PREPACKAGED CONCRETE MIX IS ACCEPTABLE.
3. TWO 8" STEEL DOCK CLEATS SHALL BE ATTACHED TO THE STEEL MOORING
POST.
4. THE EXACT LOCATIONS OF THE MOORING POSTS SHALL BE STAKED IN THE FIELD
BY THE ENGINEER.
GENERAL NOTES FOR MOORING POST
POWDER COATED
STEEL CHANNEL FRAME
No Scale
4" x 4" SQUARE
STEEL POST
24"21 3/4"
8" STEEL DOCK CLEAT
BENCH
CLEAR SPACE
4'
3'
8"
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE DAY USE
SITE RENOVATION
NORTHERN REGION
REGION 1 BENCH & MOORING POST
DETAILS
03/05/2025 CL3 C. STEEN 17
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100 50250 Feet
Ashley Lake Boat Launch & Day Use
Legend
Reserved Parking Area & Unloading Area Reconditioning Aggregate Laydown
Roadway Reconditioning G G G G G G G G
G G
GGGGGGGGG
G G Clearing & Grubbing
DWG SHEET NO.
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE DAY USE
SITE RENOVATION
NORTHERN REGION
REGION 1 RD 11298 WORKLIST
03/05/2025 CL3 C. STEEN 18
Ashley Lake Road (912)
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE DAY USE
SITE RENOVATION
NORTHERN REGION
REGION 1 ASHLEY LAKE BOAT LAUNCH
SIGN LOCATION PLANS
03/05/2025 CL3 C. STEEN 19
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT NAME
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE DAY USE
SITE RENOVATION
NORTHERN REGION
REGION 1 BOAT LAUNCH SIGN PLAN (2)
03/05/2025 CL3 C. STEEN 20
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BC
+0
EC
+0
C1R=200.0
-1.17 6.27
2.21
L- St n-1
0 10 20 30 40 50 60 70 80 90 10
Mass Haul (Cu. Yd.)
DESIGN CUT
SLOPE
DESIGN FILL
SLOPE
EXISTING ROAD
(NFSR # 11298)
SUBGRADE
EXISTING GROUND
44 C.Y. 38 C.Y. 89 C.Y.
ASHLEY LAKE DAY USE
TRAILER PARKING
PLAN VIEW
0 100
CONTOUR INTERVAL = 1 FT
SCALE: FEET
25 50
SHEET NO. ____ OF ____21 37
PROFILE VIEW
+4
+7
TRAILER PARKING AREA RIGHT
0+
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0+00 - 0+85
4008.514008.51
-8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8
Stk L: 7.6 Stk L Y: 0.8 Stk L X: -7.6
CL X: 10129.8
Stk R: 7.4 Stk R Y: -0.5 Stk R X: 7.4
CL Y: 5504.5
0+90
4007.51
0.0
-7.0
4007.51
0.0
-3
7.0
1:1
-7.6
-1 1/3:1
7.4
-8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9
Stk L: 8.9 Stk L Y: 1.9 Stk L X: -8.7
CL X: 10144.8
Stk R: 8.1 Stk R Y: -1.0 Stk R X: 8.0
CL Y: 5504.2
1+05
4007.95
0.0
-7.0
4007.95
0.0
-3
7.0
1:1
-8.7
-1 1/3:1
8.0
-5 0 5 1
Stk L: 8.7 Stk L Y: 1.8 Stk L X: -8.6
CL X: 10148.6
Stk R: 8.4 Stk R Y: -1.2 Stk R X: 8.3
CL Y: 5504.2
1+08.8
4008.16
0.0
-7.0
4008.16
0.0
-3
7.0
1:1
-8.6
-1 1/3:1
8.3
-5 0 5 1
Stk L: 8.3 Stk L Y: 1.3 Stk L X: -8.1
CL X: 10159.8
Stk R: 8.4 Stk R Y: -1.2 Stk R X: 8.3
CL Y: 5504.2
1+20
4008.87
0.0
-7.0
4008.87
0.0
-3
7.0
1:1-8.1
-1 1/3:1
8.3
-5 0 5 1
Stk L: 8.1 Stk L Y: 1.2 Stk L X: -8.0
CL X: 10165.4
Stk R: 7.9 Stk R Y: -0.9 Stk R X: 7.9
CL Y: 5504.1
1+25.6
4009.22
0.0
-7.0
4009.22
0.0
-3
7.0 1:1-8.0
-1 1/3:1
7.9
-8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9
Stk L: 7.7 Stk L Y: 0.8 Stk L X: -7.6
CL X: 10174.8
Stk R: 7.9 Stk R Y: -0.9 Stk R X: 7.9
CL Y: 5504.0
1+35
4009.73
0.0
-7.0
4009.73
0.0
-3
7.0
1:1
-7.6
-1 1/3:1
7.9
-8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9
Stk L: 7.7 Stk L Y: 0.8 Stk L X: -7.6
CL X: 10179.7
Stk R: 7.8 Stk R Y: -0.8 Stk R X: 7.7
CL Y: 5504.0
1+39.9
4009.95
0.0
-7.0
4009.95
0.0
-3
7.0
1:1
-7.6
-1 1/3:1
7.7
-8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9
Stk L: 7.7 Stk L Y: 0.8 Stk L X: -7.6
CL X: 10179.9
Stk R: 76.8 Stk R Y: -2.8 Stk R X: 76.8
CL Y: 5504.0
1+40.1
4009.95
0.0
-7.0
1:1
-7.6
4009.95
0.0
-2
75.0
-1 1/3:1
76.8
-8
-7
-6
-5
-4
-3
-2
-1
0 1
MATCH EXISTING ROAD PRISM
SHEET NO. ____ OF ____22 37
Stk L: 7.5 Stk L Y: 0.7 Stk L X: -7.4
CL X: 10189.8
Stk R: 77.0 Stk R Y: -3.0 Stk R X: 77.0
CL Y: 5503.9
1+50
4010.26
0.0
-7.0
1:1
-7.4
4010.26
0.0
-2
75.0
-1 1/3:1
77.0
-8
-7
-6
-5
-4
-3
-2
-1
0 1
Stk L: 7.2 Stk L Y: 0.4 Stk L X: -7.2
CL X: 10204.8
Stk R: 76.3 Stk R Y: -2.5 Stk R X: 76.3
CL Y: 5503.8
1+65
4010.59
0.0
-7.0
1:1
-7.2
4010.59
0.0
-2
75.0
-1 1/3:1
76.3
-8
-7
-6
-5
-4
-3
-2
-1
0 1
Stk L: 7.8 Stk L Y: 0.9 Stk L X: -7.7
CL X: 10219.8
Stk R: 76.5 Stk R Y: -2.6 Stk R X: 76.5
CL Y: 5503.6
1+80
4010.93
0.0
-7.0
1:1
-7.7
4010.93
0.0
-2
75.0
-1 1/3:1
76.5
-8
-7
-6
-5
-4
-3
-2
-1
0 1
Stk L: 7.2 Stk L Y: 0.4 Stk L X: -7.2
CL X: 10234.8
Stk R: 76.1 Stk R Y: -2.3 Stk R X: 76.0
CL Y: 5503.5
1+95
4011.26
0.0
-7.0
1:1
-7.2
4011.26
0.0
-2
75.0
-1 1/3:1
76.0
-8
-7
-6
-5
-4
-3
-2
-1
0 1
Stk L: 7.2 Stk L Y: 0.4 Stk L X: -7.2
CL X: 10249.8
Stk R: 76.3 Stk R Y: -2.5 Stk R X: 76.3
CL Y: 5503.3
2+10
4011.59
0.0
-7.0
1:1
-7.2
4011.59
0.0
-2
75.0
-1 1/3:1
76.3
-8
-7
-6
-5
-4
-3
-2
-1
0 1
Stk L: 7.4 Stk L Y: 0.6 Stk L X: -7.3
CL X: 10264.8
Stk R: 76.9 Stk R Y: -2.9 Stk R X: 76.8
CL Y: 5503.2
2+25
4011.92
0.0
-7.0
1:1
-7.3
4011.92
0.0
-2
75.0
-1 1/3:1
76.8
-8
-7
-6
-5
-4
-3
-2
-1
0 1
Stk L: 7.6 Stk L Y: 0.8 Stk L X: -7.6
CL X: 10279.8
Stk R: 75.9 Stk R Y: -2.2 Stk R X: 75.9
CL Y: 5503.0
2+40
4012.25
0.0
-7.0
1:1
-7.6
4012.25
0.0
-2
75.0
-1 1/3:1
75.9
-8
-7
-6
-5
-4
-3
-2
-1
0 1
Stk L: 7.2 Stk L Y: 0.4 Stk L X: -7.2
CL X: 10294.8
Stk R: 75.4 Stk R Y: -1.1 Stk R X: 75.4
CL Y: 5502.9
2+55
4012.58
0.0
-7.0
1:1
-7.2
4012.58
0.0
-2
75.0
1:1
75.4
-8
-7
-6
-5
-4
-3
-2
-1
0 1
Stk L: 7.2 Stk L Y: 0.0 Stk L X: -7.2
CL X: 10314.7
Stk R: 76.7 Stk R Y: 0.2 Stk R X: 76.7
CL Y: 5502.7
2+74.9
4013.44
0.0
-7.0
-1 1/3
:1
-7.2
4013.44
0.0
-2
75.0
1:1
76.7
-8
-7
-6
-5
-4
-3
-2
-1
0 1
SHEET NO. ____ OF ____23 37
R=40.0C1
1.95
5.11
-7.52
-2.01
L-Stn0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 10
Mass Haul (Cu. Yd.)
DESIGN CUT
SLOPE
DESIGN FILL
SLOPE
SUBGRADE
EXISTING GROUND
200 C.Y.
ASHLEY LAKE DAY USE
CAR PARKING
PLAN VIEW
CONTOUR INTERVAL = 1 FT
SCALE: FEET
25 50
SHEET NO. ____ OF ____24 37
PROFILE VIEW
0+00
0+20
0+40
0+60
0+
1+
1+
1+
1+
BC 0+19
EC
+8
+0
+4
TRAILER PARKING AREA RIGHT
0+00 - 0+39
4012.14012.1
-8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8
Stk L: 7.6 Stk L Y: 0.8 Stk L X: -7.6
CL X: 10317.9
Stk R: 7.4 Stk R Y: -0.4 Stk R X: 7.3
CL Y: 5494.6
0+45
4013.1
0.0
-7.0
4013.1
0.0 -3
7.0
1:1-7.6
-1 1/3:1 7.3
-8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9
Stk L: 9.5 Stk L Y: 2.7 Stk L X: -9.5
CL X: 10327.8
Stk R: 8.4 Stk R Y: 1.1 Stk R X: 8.4
CL Y: 5483.4
0+60
4013.8
0.0
-7.0
4013.8
0.0 -3
7.0
1:1
-9.5
1:1
8.4
-1
-5 0 5 1
Stk L: 9.5 Stk L Y: 2.7 Stk L X: -9.5
CL X: 10332.9
Stk R: 8.6 Stk R Y: 1.3 Stk R X: 8.6
CL Y: 5469.4
0+75
4014.5
0.0
-7.0
4014.5
0.0 -3
7.0
1:1
-9.5
1:1
8.6
-1
-5 0 5 1
Stk L: 9.2 Stk L Y: 2.4 Stk L X: -9.2
CL X: 10333.4
Stk R: 8.4 Stk R Y: 1.2 Stk R X: 8.4
CL Y: 5454.4
0+90
4014.6
0.0
-7.0
4014.6
0.0 -3
7.0
1:1
-9.2
1:1
8.4
-1
-5 0 5 1
Stk L: 9.7 Stk L Y: 2.8 Stk L X: -9.6
CL X: 10333.3
Stk R: 8.5 Stk R Y: 1.2 Stk R X: 8.5
CL Y: 5439.4
1+05
4014.2
0.0
-7.0
4014.2
0.0 -3
7.0 1:1
-9.6
1:1
8.5
-1
-5 0 5 1
Stk L: 9.8 Stk L Y: 3.0 Stk L X: -9.8
CL X: 10333.2
Stk R: 8.7 Stk R Y: 1.5 Stk R X: 8.7
CL Y: 5424.4
1+20
4013.2
0.0
-7.0
4013.2
0.0 -3
7.0
1:1
-9.8
1:1
8.7
-1
-5 0 5 1
Stk L: 10.1 Stk L Y: 3.2 Stk L X: -10.0
CL X: 10333.2
Stk R: 9.0 Stk R Y: 1.8 Stk R X: 9.0
CL Y: 5409.4
1+35
4012.1
0.0
-7.0
4012.1
0.0 -3
7.0
1:1
-10.0
1:1
9.0
-1
-5 0 5 1
Stk L: 10.2 Stk L Y: 3.4 Stk L X: -10.1
CL X: 10333.2
Stk R: 9.0 Stk R Y: 1.8 Stk R X: 9.0
CL Y: 5402.5
1+41.9
4011.6
0.0
-7.0
4011.6
0.0 -3
7.0
1:1
-10.1
1:1
9.0
-1
-5 0 5 1
MATCH EXISTING TRAILER PARKING AREA PRISM
SHEET NO. ____ OF ____25 37
Stk L: 10.2 Stk L Y: 3.4 Stk L X: -10.2
CL X: 10333.2
Stk R: 62.1 Stk R Y: -3.2 Stk R X: 61.8
CL Y: 5402.3
1+42.1
4011.6
0.0
-7.0
1:1-10.2
4011.6
0.0 -3
60.0
-1 1/3:1 61.8
-6
-5
-4
-3
-2
-1
0 1
Stk L: 10.3 Stk L Y: 3.4 Stk L X: -10.2
CL X: 10333.1
Stk R: 61.8 Stk R Y: -3.0 Stk R X: 61.5
CL Y: 5394.4
1+50
4011.1
0.0
-7.0
1:1-10.2
4011.1
0.0 -3
60.0
-1 1/3:1 61.5
-6
-5
-4
-3
-2
-1
0 1
Stk L: 10.1 Stk L Y: 3.2 Stk L X: -10.0
CL X: 10333.1
Stk R: 61.7 Stk R Y: -2.9 Stk R X: 61.5
CL Y: 5382.4
1+62
4010.7
0.0
-7.0
1:1
-10.0
4010.7
0.0 -3
60.0
-1 1/3:1 61.5
-6
-5
-4
-3
-2
-1
0 1
Stk L: 9.9 Stk L Y: 3.0 Stk L X: -9.8
CL X: 10333.1
Stk R: 61.5 Stk R Y: -2.8 Stk R X: 61.3
CL Y: 5379.4
1+65
4010.7
0.0
-7.0
1:1
-9.8
4010.7
0.0 -3
60.0
-1 1/3:1 61.3
-6
-5
-4
-3
-2
-1
0 1
Stk L: 8.5 Stk L Y: 1.7 Stk L X: -8.5
CL X: 10333.0
Stk R: 61.8 Stk R Y: -3.1 Stk R X: 61.7
CL Y: 5367.6
1+76.8
4010.4
0.0
-7.0
1:1
-8.5
4010.4
0.0 -3
60.0
-1 1/3:1 61.7
-6
-5
-4
-3
-2
-1
0 1
Stk L: 7.3 Stk L Y: 0.5 Stk L X: -7.3
CL X: 10333.0
Stk R: 63.9 Stk R Y: -4.6 Stk R…
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