C04_Attachment 1. Plans_1240LU26Q0096.pdf
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- Solicitation number
- 1240LU26Q0096
- Issued by
-
Department of Agriculture Forest Service
About this file
This file contains construction plans for the Ashley Lake North Campground Renovation project located in the Flathead National Forest, Tally Lake Ranger District, Montana. The project involves comprehensive renovation of a campground with an anticipated date of 05/20/2026.
The base contract work includes mobilization, clearing and grubbing with disposal at designated waste sites, removal of structures and obstructions (including salvage of existing fire rings and picnic tables), construction of new campground loop roads and walking paths with crushed aggregate surfacing, parking area development, camp spurs, site pads, and utility improvements. Key construction quantities include 1,093 cubic yards of 3/4" crushed aggregate for roads and parking areas and 346 cubic yards of 1/2" crushed aggregate for walking paths and miscellaneous pads. The project requires installation of fire rings with concrete footings, picnic tables, tent pads with timber borders, food storage lockers with concrete support pads, bench seating, mooring posts, barrier rocks, a precast concrete vault toilet facility, single-panel information kiosks, and comprehensive directional and regulatory signage throughout the facility. Turf establishment seeding and site restoration work is also required. Three option items are conditionally awarded based on well development results: Option Item 1 covers new well development to Montana DEQ standards; Option Item 2 provides hand pump installation if well yield is below 10 gpm; and Option Item 3 includes a concrete well house, well pump installation, piping, electrical systems, and full campground water distribution system if well yield exceeds 10 gpm.
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NO. DATEBYREVISION DESCRIPTION
SHEET NO.
SET NO.
PROJECT:
DATE:SHEET INDEX
CONSTRUCTION PLANS
SHEET 1 TITLE SHEET
SHEET 2 VICINITY MAP
SHEET 3 - 4 SUMMARY OF QUANTITIES
SHEET 5 PROJECT NOTES
SHEET 6 EXISTING FEATURES
SHEET 7 LAYOUT SHEET
SHEET 8 SITE PLAN
SHEET 9 - 10 CAMPGROUND LOOP ROAD PLAN & PROFILE
SHEET 11 - 12 WALKING PATH PLAN & PROFILE
SHEET 13 ROAD TYPICALS & CAMP SPUR DETAILS
SHEET 14 CAMP SPUR PROFILES
SHEET 15 CRUSHED AGGREGATE QUANTITIES
SHEET 16 FIRE RING, WHEELSTOP & SITE PAD DETAILS
SHEET 17 PICNIC TABLE DETAILS
SHEET 18 TENT PAD & STORAGE SHED PAD DETAILS
SHEET 19 BARRIER ROCK,FOOD STORAGE LOCKER & FEE TUBE
SHEET 20 HOST SITE UTILITIES & HOLDING TANK DETAILS
SHEET 21 BENCH & MOORING POST
SHEET 22 OVERLAPPING TIMBER STEP
SHEET 23 SINGLE PANEL KIOSK DETAILS
SHEET 24 PRECAST CONCRETE SST DETAILS
SHEET 25 - 32 SIGN PLAN PLACEMENT LOCATIONS & TYPICAL INSTALLATION
DETAILS
SHEET 33 OPTION ITEM 1 - NEW WELL DEVELOPMENT
SHEET 34 OPTION ITEM 2 - HAND PUMP INSTALLATION
SHEET 35 - 40 OPTION ITEM 3 - NEW CONCRETE WELL HOUSE, PIPING,
ELECTRICAL & CAMPGROUND WATER SYSTEM
05/20/2026
N
ASHLEY LAKE NORTH CAMPGROUND
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
LOCATION MAP
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
PROJECT ENGINEER
FLATHEAD NATIONAL FOREST
DATE
APPROVED BY:
RECOMMENDED BY:
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
APPROVED BY:
FOREST LANDSCAPE ARCHITECT
FLATHEAD NATIONAL FOREST
DATE
APPROVED BY:
NAMP LANDSCAPE ARCHITECT
NORTHERN REGION
DATE
APPROVED BY:
DIRECTOR OF ENGINEERING
NORTHERN REGION
DATE
Miles 0 0.5 1 2
BATAVIA LANE
ASHLEY LAKE ROAD
SMITH VALLEY
SCHOOL
NORTH ASHLEY LAKE ROAD (912)
ASHLEY LAKE NORTH
CAMPGROUND
6 M I T
O
KALISPELL
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
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RD
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B.
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G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 VICINITY MAP
05/20/2026 CL3 C. STEEN 2
M
I T O
LI
BBY
D
EN
O
TE
S C
O N
TR
AC
T Q
U
AN
TI
TY
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
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RD
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AG
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B.
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G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 SUMMARY OF
QUANTITIES
05/20/2026 CL3 C. STEEN 3
ASHLEY LAKE NORTH CAMPGROUND
SUMMARY OF ESTIMATED QUANTITIES
EN
O
TE
S C
O N
TR
AC
T Q
U
AN
TI
TY
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
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DW
G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 SUMMARY OF
QUANTITIES (2)
05/20/2026 CL3 C. STEEN 4
ASHLEY LAKE NORTH CAMPGROUND
OPTION ITEMS SUMMARY OF ESTIMATED QUANTITIES
OPTION ITEM 1 : CONSTRUCT NEW WELL DEVELOPMENT IN COMPLIANCE WITH MONTANA DEQ
REGULATIONS AND APPLICABLE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS
(FSSS).
OPTION ITEM 2: CONSTRUCTION AND ACCEPTANCE OF OPTION ITEM 2 IS DIRECTLY CORRELATED TO
THE RESULTS OF THE NEW WELL DEVELOPMENT WATER YIELD TESTS OF OPTION
ITEM 1. IF WELL YIELD IS BELOW 10 gpm, OPTION 2 WILL BE AWARDED.
IF AWARDED, FURNISH AND CONSTRUCT NEW HAND PUMP INSTALLATION AS
DESCRIBED IN THE PLANS, IN COMPLIANCE WITH APPLICABLE FOREST SERVICE
SUPPLEMENTAL SPECIFICATIONS (FSSS), AND ASSEMBLE ACCORDING TO
MANUFACTURE SPECIFICATIONS
OPTION ITEM 3: CONSTRUCTION AND ACCEPTANCE OF OPTION ITEM 3 IS DIRECTLY CORRELATED TO
THE RESULTS OF THE NEW WELL DEVELOPMENT WATER YIELD TESTS OF OPTION
ITEM 1. IF WELL YIELD IS ABOVE 10 gpm, OPTION 3 WILL BE AWARDED.
CONSTRUCT COMPONENTS OF OPTION ITEM 3 IN COMPLIANCE WITH MONTANA DEQ
REGULATIONS, FP-24 APPLICABLE SPECIFICATIONS, AND APPLICABLE FOREST
SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS).
CONTRACTOR TO FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SUPPLIES
CALLED FOR AND IMPLIED IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND
DRAWINGS.
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
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T
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RV
IC
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NF
S-
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B.
DW
G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 PROJECT NOTES
05/20/2026 CL3 C. STEEN 5
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-24) 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 (f & g) WILL BE REMOVING AND PILING AT THE DESIGNATED WASTE SITE, DISPOSAL METHOD (e) 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 CAMPGROUND AREA. ALL STUMPS, CULL LOGS AND CONSTRUCTION SLASH SHALL REMOVED FROM THE CAMPGROUND AND DISPOSED OF AT THE
DESIGNATED WASTE SITE.
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 CAMPGROUND 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 CAMPGROUND LOOP ROADS, PARKING AREA & WALKING PATHS 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. COMPACTION METHOD B REQUIRES OPERATION OF ROLLER COMPACTION
EQUIPMENT. RECOMMEND USE OF TRENCH ROLLER FOR WALKING PATHS.
SUBMIT GRADATION SIEVE ANALYSIS FOR APPROVAL FOR BOTH 3/4" CRUSHED AGGREGATE AND 1/2" CRUSHED SURFACE COURSE 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 SQUARE STEEL TUBE, CONCRETE, POSTS AND HARDWARE. SIGN POSTS WITHIN THE CAMPGROUND SHALL BE 4" DIAMETER TREATED ROUND. ALL APPROACH SIGNS AND GUIDE SIGNS SHALL BE 4" TREATED SQUARE. 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.
10) ITEM R98006 - 4" x 24' SCHEDULE 40 PVC WATERLINE SLEEVES (3) SHALL BE LOCATED AND BURIED AT THE LOCATIONS SHOWN ON THE WATER LINE SITE PLANS FOR OPTION ITEM 3. PLACE PIPE ON 6" LAYER OF SAND OR FINE "PEA STONE" GRAVEL BEDDING. COMPACT ALL AROUND THE PIPE IN 6" LAYERS. CAP THE ENDS OF THE SLEEVE AND CLEARLY MARK WHERE THE SLEEVE IS LOCATED ON BOTH SIDES OF THE
ROAD FOR FUTURE ACCESS.
0' 20' 120'
SCALE
CONTOUR INTERVAL = 0.5 FT.
40' 60' 80' 160' 240'
RD. #
EXISTING
SST
EXISTING FOOD STORAGE LOCKER
RELOCATE & CONSTRUCT CONCRETE SUPPORT PAD
EXISTING STORAGE SHED (8' x 10')
RELOCATE & CONSTRUCT CONCRETE SUPPORT PAD
EXISTING BURIED POWER LINE
EXISTING POWER BOX
(PRESERVE)
EXISTING HOLDING TANK
(PRESERVE)
EXISTING
TRAVELWAY
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
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TA
ND
AR
DS
\F
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ES
T
SE
RV
IC
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NF
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CT
B.
DW
G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 EXISTING FEATURES
05/20/2026 CL3 C. STEEN 6
SCALE
CONTOUR INTERVAL = 0.5 FT.
40' 60' 80' 160' 240'
TABLE & FIRE RING PAD
(TYPICAL)
OVERFLOW
PARKING AREA
INSTALL NEW SST
(RIGHT HAND FLOOR PLAN)
EXISTING
TRAVELWAY
NEW CAMPGROUND
LOOP ROAD
RD. #
4' WALKING
PATH
EXISTING
SST
5' WALKING PATH
TENT PAD
(TYPICAL)
BENCH SEAT WITH
ARMREST (TYPICAL)
FOOD STORAGE LOCKER
(TYPICAL)
PICNIC TABLE
(TYPICAL)
FIRE RING
(TYPICAL)
14' AGG.
FINISHED TOP
TYPICAL SITE REHAB
(EQUIPMENT RENTAL)
BARRIER ROCKS & SEEDING ARE
SEPARATE PAY ITEMS
TYPICAL SITE REHAB (EQUIPMENT RENTAL)
BARRIER ROCKS & SEEDING
ARE SEPARATE PAY ITEMS
TIMBER STEP
(TYPICAL)
H
BARRIER ROCK
(TYPICAL)
SINGLE PANEL KIOSK
WITH FEE TUBE
SINGLE PANEL KIOSK
MOORING POST
(TYPICAL)
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
OTS-1
OTS-2
OTS-3
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
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ES
T
SE
RV
IC
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NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 SITE PLAN
05/20/2026 CL3 C. STEEN 8
SCALE
CONTOUR INTERVAL = 0.5 FT.
40' 60' 80' 160' 240'
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 3500.000
4858.1364 10009.9201 3498.680
4651.5648 9978.2456 3488.363
4519.7503 9722.1776 3497.098
4696.3430 9647.0585 3499.023
4863.6990 9800.2200 3499.507
4944.2132 9876.9192 3498.987
4418.4692 9377.5312
4527.4263 9488.3091 3497.250
3497.934
C.P #8 C.P. #10 4708.0349 9808.3894 3498.529
C.P #10
C.P #6
C.P #5
C.P #7
C.P #9
C.P #2
C.P #1
C.P #3
RD. #
C.P #4
EXISTING
SST
REMOVE EARTH BERMS TO GAIN
ACCESS TO BRUSH DISPOSAL SITE
(APPROX. 300 FT.)
H
4 OTS-1
OTS-2
OTS-3
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
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NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 LAYOUT SHEET
05/20/2026 CL3 C. STEEN 7
SCALE
CONTOUR INTERVAL = 0.5 FT.
40' 60' 80' 160' 240'
RD. #912
ASHLEY LAKE NORTH CAMPGROUND
0+00
0+25
0+75
1+25 1+50
1+75 2+00
2+50
2+75
3+75
4+00
4+25
4+50
4+75
5+005+505+75 6+00
6+25
6+
6+
7+
7+
8+00
8+25
8+75
9+
9+
9+
9+
+0
+2
5 10+50
10+75 11+00
11+25 11+50
11+75
12+25 12+50
13+00
13+25
13+50
13+75
14+00
+2
+5
14+7515+0015+25
15+50
BC 0+50
EC 1+00
R =45 C
BC 2+29
EC
+9
C2 R=50
BC
+2
EC
3+57
R=50 C3
BC
5+22
EC
+6
C
R =5
BC
+0
EC
7+76
C5 R=90
BC
8+46 EC
+9
R=75 C6
BC
0+
EC 11+13
C7 R=100
BC 12+21
EC 12+75
C8 R=
BC 13+86
EC 14+66
R=35 C9
BC 15+34C10
R=50
0+25
0+50
1+
1+
1+75
2+00
2+25
2+502+ 753+
3+25
3+75
BC 0+00
EC
+7
C
R =4
BC 1+
EC 2+31
C2 R=47
BC 2+31
EC 3+53
R=47 C3
BC 3+62C4
R=474+60EC 4+89
R=47C5
BC 4+35
EC 4+35
4+00
EC 16+08
TURNOUT
TURNOUT
DESIGN
CUT / FILL SLOPE
DESIGN
CUT / FILL SLOPE
DESIGN
CUT / FILL SLOPE
EXISTIING
CAMPGROUND ROAD
EC 0+
BC
+0
R=25
BC 0+00
EC 0+25
R =2
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
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NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 CAMPGROUND LOOP ROAD PLAN
05/20/2026 CL3 C. STEEN 9
0+
5+
1+
2+
3+
4+
+0
6+
7+
8+
9+
+0
+0
ASHLEY LAKE NORTH CAMPGROUND
14 C.Y.
+5
+3
40 C.Y. 22 C.Y. 163 C.Y.*EXC.
MAIN ROAD PROFILE
+0
+0
+0
+0
+0
+0
+0
+0
+5
102 C.Y.* EXC. (343 C.Y. EST. TOTAL)3 C.Y.
STRIPPING (266 C.Y. EST. TOTAL)
11+27
BEGIN STRIPPING
OVERBURDEN
11+27
BEGIN STRIPPING
OVERBURDEN
92 C.Y.* 38 C.Y.EXC.
LOWER LOOP ROAD PROFILE
* APPROX 230 C.Y. EXCAVATION WILL BE USED AS BORROW FOR CAMP SPUR CONSTRUCTION
-8.26
-8.09
-2.72 +1.39
+4.74 -4.73 +4.67-4.56 +3.99 -6.63
0+00 = 12+10
BEGIN LOWER LOOP ROAD 4+89 LOWER LOOP RD. =
11+13 MAIN RD.
AGG. SURFACE COURSE
(6" COMPACTED DEPTH)
EXISTING GROUND 4+03 = 0+68
INTERSECTION
0+68 = 4+03
INTERSECTION
SUBGRADE
0+
5+
1+
2+
3+
4+
EXC. (130 C.Y. EST. TOTAL)
* APPROX 6 C.Y. EXCAVATION WILL BE USED AS BORROW FOR CAMP SPUR CONSTRUCTION
9+44
END STRIPPING
OVERBURDEN
1+86
BEGIN STRIPPING
OVERBURDEN
APPROX. 4" STRIPPING DEPTH
EXISTING GROUND
SUBGRADE
AGG. SURFACE COURSE
(6" COMPACTED DEPTH)
0.0 -0.5 -0.7
-0.5 -1.2 +1.4 -0.9 -0.4
+5.4
0+00
BEGIN PROJECT
0+50 = 16+08
12+10 MAIN RD. =
0+00 LOWER LOOP RD.
11+27
BEGIN STRIPPING
OVERBURDEN
-6.5
+6.511+13 MAIN RD. =
4+89 LOWER LOOP RD.
+5.4
12+10 MAIN RD. =
0+00 LOWER LOOP RD.
11+27
BEGIN STRIPPING
OVERBURDEN
APPROX. 4" STRIPPING DEPTH
EXISTING GROUND
SUBGRADE
-6.5
+6.5
-0.0 +0.5
END PROJECT
16+08 = 0+50
11+13 MAIN RD. =
4+89 LOWER LOOP RD.
AGG. SURFACE COURSE
(6" COMPACTED DEPTH)
15+62
END STRIPPING
OVERBURDEN
+1
+7
+1
+7
TURNOUT TURNOUT
+6
+4
PARKING AREA RIGHT
1. SUITABLE SURPLUS EXCAVATION GENERATED FROM NEW CAMPGROUND LOOP ROAD CONSTRUCTION MAY BE USED AS EMBANKMENT MATERIAL TO CONSTRUCT OTHER SPURS WITHIN THE CAMPGROUND THAT REQUIRE BORROW. ADDITIONAL BORROW MATERIAL NEEDED TO CONSTRUCT CAMPING SPURS TO DESIGN GRADE SHALL BE OBTAINED FROM A DESIGNATED LOCATION AT
THE WASTE SITE.
2. AFTER CONSTRUCTION AND FINAL SHAPING OF THE NEW CAMPGROUND LOOP ROAD, ROLLER COMPACT THE SUBGRADE PRIOR
TO SURFACE AGGREGATE PLACEMENT.
GENERAL NOTES FOR NEW CAMPGROUND LOOP ROAD CONSTRUCTION
+1
ALL GRADES SHOWN ARE FOR NEW CAMPGROUND LOOP ROAD PROFILE
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
E\
NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 CAMPGROUND LOOP ROAD PROFILE
05/20/2026 CL3 C. STEEN 10
SCALE
CONTOUR INTERVAL = 0.5 FT.
40' 60' 80' 160' 240'
ASHLEY LAKE NORTH CAMPGROUND
RD. #912
BC 0+18
EC
0+
22C1 R=1
BC
0+
EC 0+36
R =5
C
BC 0+41
EC 0+44C
R =5
1+
1+
1+
1+
2+
2+
2+50
2+
3+25
3+50
BC
1+82
EC
1+97
C4 R=100
BC
2+04
EC 2+17
C5 R=30
BC 2+18
EC
2+22
R=10C6
BC 2+39
EC
2+66
R=40 C7
BC
2+86
EC
3+00
C8 R=50
0+00
0+
0+50
0+75
0+00
0+75
1+25
1+50
1+
2+002+252+50
2+75
3+00
3+25
3+50
3+
4+
4+
BC 0+05
EC 0+22
R =30
C
BC 0+25
EC 0+44
C
R =5
BC 0+47
EC 0+61
R =200 C
BC 0+87
EC 1+06
R =50 C
BC 1+37
EC
1+61
C5R=15
BC
1+86
EC 1+99
R
=5 C
6BC 2+36
EC 2+51
R=40C7
BC 2+81EC 2+96
R=1 00C8
BC 3+66
EC
3+80 C9R=10
BENCH SITE
DESIGN
CUT / FILL SLOPE
DESIGN
CUT / FILL SLOPE
DESIGN
CUT / FILL SLOPE
EXISTIING
CAMPGROUND ROAD
NEW CAMPGROUND
LOOP ROAD
NEW CAMPGROUND
LOOP ROAD
TIMBER STAIR BENCH SITE BENCH SITE
TIMBER STAIR
BENCH SITE
0+00
0+50
0+75
BC 0+07
EC 0+14
R= 50C1
BC 0+21
EC 0+28 C2R=5
BC 0+31
EC 0+35
R=5 C3
BC 0+46
EC
0+61
C4 R=50
BC
0+68
EC
0+74
C5 R=20
C1 R=10
UPPER PATH
UPPER PATH SPUR
LOWER PATH
WEST PATH
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
E\
NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 WALKING PATH PLAN
05/20/2026 CL3 C. STEEN 11
6 C.Y.
0+
-3.7
-8.0
0.00 -4.9
-6.4
-9.5
-3.4 -5.5 -8.0 -2.6
0+
1+
1+
2+
2+
3+
3+
4+
4+
BEGIN OFF MAIN LOOP
ROAD STA 12+00
AGG. SURFACE COURSE
(2" COMPACTED DEPTH)
SUBGRADE INTERSECTION MAIN LOOP
ROAD STA 10+50
RESTING INTERVAL
INTERSECTION OF SPUR TRAIL
INTERSECTION LOWER TRAIL
STA 4+00 = STA 3+25
BENCH SITE
+2
+3
3 C.Y.
-6.8 +6.6 0.0 -5.5
0+35 SPUR TRAIL
= 2+00 UPPER TRAIL
AGG. SURFACE COURSE
(2" COMPACTED DEPTH)
EXISTING GROUND
6 C.Y.*
0+
0+
0+
0+
0+
BEGIN OFF MAIN LOOP
ROAD STA 12+00
SUBGRADE
UPPER PATH PROFILE UPPER PATH SPUR PROFILE
SUBGRADE
EXISTING GROUND
EXISTING GROUND
BEGIN OFF MAIN LOOP
ROAD STA 7+843498
49 C.Y.* 10 C.Y.*
+8
+2
+6
+6
EXCESS
1 C.Y.2 C.Y.
0+
0+
0+
0+
1+
1+
1+
1+
2+
2+
2+
2+
3+
3+
3+
3+
-4.7 0.0
-8.0
0.0 -4.1
0.0 -3.4
-1.7 -4.5
INTERSECTION UPPER TRAIL
STA 3+25 = STA 4+00
RESTING INTERVAL
& BENCH SITE
RESTING INTERVAL
& TIMBER STEP
RESTING INTERVAL,
TIMBER STEP
& BENCH SITE
AGG. SURFACE COURSE
(2" COMPACTED DEPTH)
TIMBER STEP
LOWER PATH PROFILE
-1.4 -3.0 0.0
0+
11 C.Y.*
0+
0+
0+
0+
0+
0+
0+
0+
0+
+8
SUBGRADE
EXISTING GROUND
BEGIN OFF MAIN LOOP
ROAD STA 7+13
BENCH SITE
AGG. SURFACE COURSE
(2" COMPACTED DEPTH)
WEST PATH PROFILE
EXCESS
EXCESS
* APPROX 69 C.Y. EXCAVATION WILL BE AVAILABLE AS BORROW FOR CAMP SPUR CONSTRUCTION
1. STRIP BRUSH, DUFF, OVERBURDEN & OTHER ORGANIC MATERIAL DOWN TO MINERAL SOIL AND HAUL TO THE DESIGNATED
WASTE SITE.
2. PLACE CRUSHED AGGREGATE TO A MINIMUM OF 2 INCHES, AS DIRECTED, TO PROVIDE SURFACE DRAINAGE (NOT TO EXCEED 3%).
COMPACT USING A SMALL ROLLER OR PLATE COMPACTOR.
3. SUITABLE SURPLUS EXCAVATION GENERATED FROM NEW CAMPGROUND TRAIL CONSTRUCTION MAY BE USED AS EMBANKMENT
MATERIAL TO CONSTRUCT OTHER SPURS WITHIN THE CAMPGROUND THAT REQUIRE BORROW.
GENERAL NOTES FOR NEW CAMPGROUND TRAIL CONSTRUCTION
WALKING PATHS
NO SCALE
5'
EXISTING GROUND
CRUSHED AGGREGATE
(2" MIN. COMPACTED DEPTH)
RESTING INTERVAL
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
E\
NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 WALKING PATH PROFILE
05/20/2026 CL3 C. STEEN 12
7' 7'
8' 8'
CL
1V:2H
SUBGRADE
3% OUTSLOPE
WHERE SHOWN ON THE DRAWINGS ---
STRIP APPROX. 4" OF OVERBURDEN
--- CONSERVE & USE FOR REHAB SITES
(SEE GENERAL NOTES)
1V:2H
BLEND AGGREGATE SURFACING
INTO CUT BANK WHEN PRESENT
5'
5'
CLEARING LIMITS
30' MIN.
TYPICAL SINGLE LANE ROAD SECTION
CL
TYPICAL DOUBLE LANE ROAD SECTION
CRUSHED AGGREGATE SURFACING
(6" COMPACTED DEPTH)
5'
CLEARING LIMITS
36' MIN.
5'
12' 12'
3% CROWN
1V:2H
BLEND AGGREGATE SURFACING
INTO CUT BANK WHEN PRESENT
SUBGRADE
1V:2H
CRUSHED AGGREGATE SURFACING
(6" COMPACTED DEPTH)
13' 13'
CAMP SPUR & PULL THRU DETAILS
AS
STAKED
' PICNIC TABLE
FIRE RING
BARRIER ROCKS AGGREGATE PICNIC PAD
BOUNDARY (AS STAKED)
PARKING SPUR
16'
CAMPGROUND LOOP ROAD
CAMPGROUND LOOP ROAD
AGGREGATE PAD BOUNDARY
(AS STAKED)
FIRE RING
PICNIC TABLE
BARRIER ROCKS
1. THE DIMENSIONS AND LOCATIONS OF CRUSHED AGGREGATE PADS ALONG WITH PICNIC TABLE & FIRE RING LOCATIONS ARE APPROXIMATE. EXACT SIZE, SHAPE, LOCATION, AND ORIENTATION OF PADS, TABLES, AND RINGS
SHALL BE STAKED IN THE FIELD BY THE ENGINEER.
PARKING SPUR & PICNIC TABLE PADS SHALL BE SLOPED TO DRAIN AS DIRECTED --
(4" COMPACTED DEPTH CRUSHED AGGREGATE).
AN ADDITIONAL QUANTITY OF CRUSHED AGGREGATE MAY BE REQUIRED FOR SHAPING AND LEVELING OF THE
PICNIC TABLE AND FIRE RING PADS, AS DIRECTED 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 1V:4H OR FLATTER AS DIRECTED BY THE ENGINEER.
4. CRUSHED AGGREGATE USED IN PAD CONSTRUCTION WILL BE PAID FOR UNDER ITEM 30201.
4" COMPACTED DEPTH CRUSHED AGGREGATE
(PARKING SPUR & TABLE PAD)
4" COMPACTED DEPTH CRUSHED AGGREGATE
(PARKING SPUR & TABLE PAD)
CAMPGROUND ROAD & CAMP SPUR DETAILS
STATION 0+00 - 0+50
STATION 0+50 - 16+08
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
E\
NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 ROAD TYPICALS &
CAMP SPUR DETAILS
05/20/2026 CL3 C. STEEN 13
CAMPING SPUR PROFILES
NO SCALE
2.01
2.01
60'
+3% 20'
63'
60'
65'
60' 20'
60'
30'
45'
25'
20'
65'
50'
45'
85' 35'
63'
18'
70' 24'
CL CL
ROAD
ROAD
ROAD
ROAD
ROAD
ROAD
ROADROAD
ROAD
ROAD
ROAD
ROAD
ROADROAD
ROAD
ROADROAD
SPUR #1 - CL
HOST SITE (PULL-THROUGH) - CL
SPUR #3 - CL
SPUR #9 - CL
SPUR #11 - CL
SPUR #4 (PULL-THROUGH) - CL
SPUR #12 (PULL-THROUGH) - CL
SPUR #10 (PULL-THROUGH) - CL
SPUR #6 (PULL-THROUGH) - CL
SPUR #2 - CL
SPUR #5 - CL
SPUR #7 - CL
SPUR #8 - CL
TRANSITION IN TRANSITION OUT
TRANSITION OUT
TRANSITION OUT
TRANSITION OUT
TRANSITION IN
TRANSITION IN
TRANSITION IN
- 2%
- 2%
- 2%
- 2%
- 2%
- 2%
+ 2%
- 2%
+ 2%
+ 2%
+ 2%
+3.5%
- 2%
-3.2%-1%
- 2% +6.8%
SELF-BALANCE EXCAVATION & EMBANKMENT
SELF-BALANCE EXCAVATION & EMBANKMENT
REQUIRES AN ESTIMATED 23 C.Y OF SUITABLE
IN-PLACE BORROW
REQUIRES AN ESTIMATED 32 C.Y OF SUITABLE
IN-PLACE BORROW
REQUIRES AN ESTIMATED
63 C.Y OF SUITABLE
IN-PLACE BORROW
REQUIRES AN ESTIMATED
31 C.Y OF SUITABLE
IN-PLACE BORROW
REQUIRES AN ESTIMATED 39 C.Y OF SUITABLE
IN-PLACE BORROW
REQUIRES AN ESTIMATED 7 C.Y OF SUITABLE
IN-PLACE BORROW
REQUIRES AN ESTIMATED 8 C.Y OF SUITABLE
IN-PLACE BORROW
REQUIRES AN ESTIMATED 20 C.Y OF SUITABLE
IN-PLACE BORROW
REQUIRES AN ESTIMATED 12 C.Y OF SUITABLE
IN-PLACE BORROW
REQUIRES AN ESTIMATED 29 C.Y OF SUITABLE
IN-PLACE BORROW
REQUIRES AN ESTIMATED 21 C.Y OF SUITABLE
IN-PLACE BORROW
-3.7% -2%
-4.4%
1V:4H
1V:4H
1V:4H
1V:4H
1V:4H
1V:4H
1V:4H
F 0.5
F 0.4
F 0.6
F 0.7
F 1.0
F 1.2
F 1.6
ROAD
60'
PARKING AREA
-2% 1V:4H
F 1.6
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
E\
NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 CAMP SPUR PROFILES
05/20/2026 CL3 C. STEEN 14
H
CRUSHED AGGREGATE QUANTITIES
Cu. Yd. (In-Place) Cu. Yd. (Loose)
MAIN CAMPGROUND LOOP ROAD
LOWER LOOP ROAD
573 716 176 220 72 90 10 12 17 20 28 35 16 20 16 20
34 42
ASHLEY LAKE NORTH CAMPGROUND
RD. #
OVERFLOW PARKING AREA
TURNOUT #1
TURNOUT #2
HOST SITE
SPUR #1
SPUR #2
SPUR #3
SPUR #4
SPUR #5
SPUR #6
SPUR #7
SPUR #8
SPUR #9
SPUR #10
SPUR #11
SPUR #12
0' 20' 120'
SCALE
40' 60' 80' 160' 240'
ITEM 30201-1000 -- 3/4" CRUSHED AGGREGATE SURFACE COURSE
(ROADS, SPURS, & PARKING AREAS)
1093 Cu. Yds. (In-Place) --- CONTRACT QUANTITY
1093 Cu. Yds.
(In-Place)
1365 Cu. Yds.
(Loose)=
CRUSHED AGGREGATE QUANTITIES
Cu. Yd. (Loose)
PICNIC TABLE & FIRE RING PADS
TENT PADS ---------- 12 PADS @ 4C.Y. / EA
WALKING PATHS
MISCELLANEOUS AGGREGATE PLACEMENT
ITEM 30201-1100 -- AGGREGATE SURFACE COURSE, 1/2" CRUSHED
(WALKING PATHS, TABLE, TENT, & MISCELLANEOUS PADS)
346 Cu. Yds. (In-Place) --- CONTRACT QUANTITY
563 Cu. Yds.
(Loose)
12 15 23 29 12 15 12 15 14 18 21 26 15 19 28 35
10 C.Y. (IN-PLACE)
12 C.Y. (LOOSE).
17 C.Y. (IN-PLACE)
20 C.Y. (LOOSE)
12 C.Y. (IN-PLACE)
15 C.Y. (LOOSE)
14 C.Y. (IN-PLACE)
18 C.Y. (LOOSE)
30 C.Y. (IN-PLACE)
38 C.Y. (LOOSE)
28 C.Y. (IN-PLACE)
35 C.Y. (LOOSE)
20 C.Y. (IN-PLACE)
25 C.Y. (LOOSE)
16 C.Y. (IN-PLACE)
20 C.Y. (LOOSE)
18 C.Y. (IN-PLACE)
23 C.Y. (LOOSE)
16 C.Y. (IN-PLACE)
20 C.Y. (LOOSE)
34 C.Y. (IN-PLACE)
42 C.Y. (LOOSE)
20 C.Y. (IN-PLACE)
25 C.Y. (LOOSE)
14 C.Y. (IN-PLACE)
18 C.Y. (LOOSE)
12 C.Y. (IN-PLACE)
15 C.Y. (LOOSE)
10 C.Y. (IN-PLACE)
12 C.Y. (LOOSE)
23 C.Y. (IN-PLACE)
29 C.Y. (LOOSE)
18 C.Y. (IN-PLACE)
23 C.Y. (LOOSE)
12 C.Y. (IN-PLACE)
15 C.Y. (LOOSE)
21 C.Y. (IN-PLACE)
26 C.Y. (LOOSE)
21 C.Y. (IN-PLACE)
26 C.Y. (LOOSE)
10 C.Y. (IN-PLACE)
12 C.Y. (LOOSE)
28 C.Y. (IN-PLACE)
35 C.Y. (LOOSE)
16 C.Y. (IN-PLACE)
20 C.Y. (LOOSE)
15 C.Y. (IN-PLACE)
19 C.Y. (LOOSE)
20 C.Y. (IN-PLACE)
25 C.Y. (LOOSE)
72 C.Y. (IN-PLACE)
90 C.Y. (LOOSE)
12 C.Y. (IN-PLACE)
15 C.Y. (LOOSE)
14 C.Y. (IN-PLACE)
18 C.Y. (LOOSE)
12 C.Y. (IN-PLACE)
15 C.Y. (LOOSE)
12 C.Y. (IN-PLACE)
15 C.Y. (LOOSE)
12 C.Y. (IN-PLACE)
15 C.Y. (LOOSE)
5 C.Y. (IN-PLACE)
6 C.Y. (LOOSE)
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
Cu. Yd. (In-Place)
450 Cu. Yds.
(In-Place) =
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
E\
NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 CRUSHED AGGREGATE QUANTITIES
05/20/2026 CL3 C. STEEN 15
STEEL ANCHOR PIN
5' MIN.
GENERAL NOTES FOR PICNIC TABLE & FIRE RING PADS
1. THE DIMENSIONS AND LOCATIONS OF TABLE & TENT PADS, FIRE RINGS, AND PICNIC TABLES SHOWN ABOVE ARE APPROXIMATE. EXACT SIZE, SHAPE, LOCATION, AND ORIENTATION OF PADS, TABLES, AND RINGS 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. FINISH SLOPE OF PADS TO BE 3% MAXIMUM IN ANY DIRECTION.
4. ALL CONSTRUCTED FILL SLOPES SHALL BE 1V:4H OR FLATTER AS DIRECTED BY THE ENGINEER.
5. CRUSHED AGGREGATE USED IN PAD CONSTRUCTION WILL BE PAID FOR UNDER ITEM 30201.
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.
2'
#5 REINFORCING BARS
PLAN VIEW
NO SCALE
4'
2'
8'
6"
CONCRETE WHEEL STOPS
6"
3/4" DIA. PLASTIC PIPE SLEEVE
NO SCALE
SIDE VIEW
#5 REINFORCING BARS
LIMITS OF CRUSHED AGGREGATE PAD (AS STAKED)
--- 4" COMPACTED DEPTH
2"
NO SCALE
END VIEW
12"
#5 REINFORCING BARS
7"
1/2" BEVEL
PICNIC TABLE
4' MIN.
4' MIN.
SIDE VIEW
NOTE: AN ADDITIONAL QUANTITY OF CRUSHED
AGGREGATE MAY BE REQUIRED FOR SHAPING AND
LEVELING OF THE PICNIC TABLE AND FIRE RING PADS,
AS DIRECTED BY THE ENGINEER. (SEE NOTE #4 BELOW).
FIRE RING
4' MIN.
CONCRETE WHEEL STOP
PARKING
SPUR
CRUSHED AGGREGATE (4")
PICNIC TABLE PAD SURFACENO SCALE
TOP VIEW
NO SCALE
CONCRETE FOOTING
STEEL ANCHOR PINS (3 EACH FIRE RING)
EMBED IN 8" x 24" CONCRETE FOOTINGS
TYPICAL PICNIC TABLE & FIRE RING PAD DETAILS
NO SCALECONCRETE FOOTING
STEEL FIRE RING
TYPICAL INSTALLATION DETAIL
REINFORCED CONCRETE
FSSS 601 - CONCRETE COMPOSITION METHOD A
FIRE RING, WHEEL STOP, AND AGGREGATE PAD DETAILS
LIMITS OF CRUSHED AGGREGATE TENT PAD (AS STAKED)
--- 12' x 12' PAD (6" COMPACTED DEPTH)
* APPROX. 5 C.Y. (TRUCK MEASURE) PER PAD
ALL TENT PADS ARE CONNECTED
TO THE TABLE PADS.
9"
CRUSHED AGGREGATE
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).
7 8"
1. FIRE RINGS SHALL BE EQUAL TO OR BETTER THAN PILOT ROCK FSW-SL30/18/PA ACCESSIBLE SWIVEL GRATE FIRE RING WITH PIN ANCHORS. (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 FIRE RINGS SHALL BE INSTALLED AS SHOWN.
PREPACKAGED CONCRETE MIX IS ACCEPTABLE.
3. THE EXACT LOCATIONS AND ORIENTATION OF THE FIRE RINGS SHALL BE STAKED IN THE FIELD BY THE ENGINEER.
4. AFTER ANCHORING, THE FIRE RINGS SHALL BE FILLED CRUSHED AGGREGATE TO MINIMUM 9" ABOVE SURROUNDING FINISH GRADE.
VEHICLE
SIDE
4' MIN.
DWG SHEET NO.
OF
SHEET
9/2 8/1
8 0 7:
M
AR
KL
F
CA
D
ST
AN
DA
RD
S\
AG
EN
CY
S
TA
ND
AR
DS
\F
OR
ES
T
SE
RV
IC
E\
NF
S-
CT
B.
DW
G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 FIRE RING, WHEELSTOP & SITE PAD
DETAILS
05/20/2026 CL3 C. STEEN 16
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"
4"
4" X 12" S4S PLANK
1/2" X 1" SLOT IN STEEL ANGLE
3" X 3" X 3/16" STEEL ANGLE
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 28"
15"
D
C
4"
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
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, SUPERDECK
EXTERIOR (SHERWIN WILLIAMS) OR EQUAL, SHALL
BE APPLIED TO ALL SURFACES OF THE WOODEN
TOP AND BENCH PLANKS. COLOR OF THE STAIN
SHALL BE FED-STD-595C #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" STEEL PLATE
5'-0" A
28"
15"
27 3/8" 27 3/8"
DWG SHEET NO.
OF
SHEET
9/2 8/1
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G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 PICNIC TABLE
05/20/2026 CL3 C. STEEN 17
STORAGE SHED INSTALLATION (8' x 10')
CONCRETE PAD DETAILS
No Scale
5" THICK CONCRETE SLAB
CRUSHED AGGREGATE
(DEPTH REQUIRED TO RAISE SLAB
2 INCHES ABOVE ORIGINAL GROUND)
#4 BARS
SLOPE TO DRAIN SLOPE TO DRAIN
ORIGINAL GROUND
CRUSHED AGGREGATE
CENTER GOV'T-FURNISHED
STORAGE SHED ON SLAB
(NO ATTACHMENT REQUIRED)
1. THE 8' x 10' STORAGE SHED WILL BE GOVERNMENT-FURNISHED. THE CONCRETE PAD SHALL
BE CONTRACTOR-FURNISHED.
2. THE CONCRETE SLAB MAY BE CAST-IN-PLACE OR PRECAST.
FSSS 601.
3. PRIOR TO CASTING THE 5" THICK CONCRETE PAD, VERIFY DIMENSIONS OF THE STORAGE
SHED. IF IT IS DETERMINED THAT RUN-OFF FROM THE SHED ROOF WILL SPLASH ON THE
CONCRETE PAD, CONSTRUCT A SLIGHTLY SMALLER PAD AS DIRECTED.
4. THE EXACT LOCATION, ORIENTATION AND ELEVATION OF THE STORAGE SHED CONCRETE
PAD WILL BE STAKED IN THE FIELD BY THE ENGINEER.
GENERAL NOTES FOR STORAGE SHED
18 INCHES
MINIMUM
TYPICAL TENT PAD TIMBER
EMBED 1/3
MINIMUM 6" x 6"
TREATED TIMBER
PREDRILLED HOLES
FOR REBAR2" x 8" TREATED TIMBER
CROSS BRACE (TYPICAL)
UNDER STRUCTURE
'-6
6" x 6" TREATED TIMBER
MINIMUM
CRUSHED AGGREGATE
MATERIAL
BACKFILL WITH
SUITABLE MATERIAL
NO. 4 REBAR
MINIMUM
6" FROM END
(TYP)
36"
PRESERVATIVE TREATMENT - (REFER TO AWPA USE CATEGORY SYSTEM)
MATERIAL
GROUND CONTACT / HEAVY DUTY
SIZE
6" x 6" DOUGLAS FIR
GRADE
SPECIES/
TYPE
UC4B
TYPE
PRESERV.
SAWN TIMBER
WATERBORNE TREATMENT
TP
ID
TYPICAL
TENT PAD
STORAGE SHED INSTALLATION AND TENT PAD DETAILS
TYPICAL INSTALLATION DETAILS
No Scale
#4 BARS @ 16" O/C
#4 BARS @ 15" O/C
3" CLR. TYP.
1. PRE-DRILL HOLES FOR REBAR AND SCREWS TO PREVENT SPLITTING OF SAWN TIMBERS..
2. ALL FIELD DRILLED HOLES AND CUTS SHALL BE FIELD TREATED
3. PLACE REBAR 6 INCHES FROM EACH END OF TIMBER WITH MAXIMUM SPACING OF 36 INCHES.
4. RECESS END OF REBAR 12 INCH BELOW TOP OF TIMBER.
5. HOT-DIPPED GALVANIZED OR STAINLESS STEEL SCREWS FOR CROSS BRACE ATTACHMENT.
6. REMOVE AND DISPOSE OF DUFF AND TOP ORGANIC LAYERS DOWN TO MINERAL SOIL.
7. TENT PADS SHALL HAVE COMPACTED CRUSHED AGGREGATE BASE. AGGREGATE SHALL BE
FLUSH WITH THE TOP OF THE TIMBER BORDER. SLOPE OF AGGREGATE BASE SHALL NOT
EXCEED 3% IN ANY DIRECTION.
8. THE EXACT LOCATION & ORIENTATION OF THE TENT PAD WILL BE STAKED IN THE FIELD BY
THE ENGINEER.
GENERAL NOTES FOR TENT PAD
12'-6"
DWG SHEET NO.
OF
SHEET
9/2 8/1
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G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 TENT PAD & STORAGE
SHED PAD DETAILS
05/20/2026 CL3 C. STEEN 18
BARRIER ROCKS
TYPICAL INSTALLATION DETAIL
ROCKS TO BE INSTALLED AT LOCATIONS
STAKED BY THE ENGINEER. PLACE APPROXIMATE 3' DIAMETER ROCKS
BURY APPROXIMATELY 6 " INTO THE GROUND
PLACE & SHAPE THE EXCAVATED MATERIAL
AROUND THE ROCK EDGE AS DIRECTED
EXISTING GROUND LINE
BARRIER ROCK, FOOD STORAGE LOCKER & FEE TUBE DETAILS
3'-11 7
8" 3'-1"
3' -4
1 2"
CONTRACTOR INSTALLED
FOOD STORAGE LOCKERS
(1 - GOVERNMENT FURNISHED)
(6 - CONTRACTOR FURNISHED)
2'-7" 3'-6"
0% SLOPE
1% SLOPE
4"
8"
8"
3'-11" 4'-10"
2" x 5" J-BOLTS, 3" EMBEDMENT
CONSTRUCT CONCRETE SUPPORT PAD
WITH #4, GRADE 60 REBAR @ 12" OC
BOTH WAYS, CENTERED 2" BELOW
TOP OF CONCRETE PAD.
SECURE FOOD STORAGE LOCKER TO SUPPORT
PAD WITH 12" NUT & WASHER AT EACH J-BOLT.
CONCRETE SUPPORT PAD
LIGHT BROOM FINISH
USE CRUSHED AGGREGATE TO SHAPE AROUND THE CONCRETE PAD TO
MAINTAIN POSITIVE DRAINAGE AWAY FROM THE SUPPORT PAD, AS DIRECTED.
FLUSH WITH PAD
1. FOOD STORAGE LOCKERS AND CONCRETE SUPPORT PADS & HARDWARE SHALL BE CONTRACTOR-FURNISHED. FSSS 601.
2. CONTRACTOR SHALL VERIFY MOUNTING BOLT PATTERN WITH DELIVERED FOOD STORAGE LOCKERS PRIOR TO
CONSTRUCTING CONCRETE SUPPORT PADS.
3. THE EXACT LOCATIONS AND ORIENTATION OF THE STORAGE LOCKERS SHALL BE STAKED IN THE FIELD BY THE ENGINEER.
4. CONNECT ALL FOOD STORAGE LOCKER TO CAMPGROUND LOOP ROAD WITH ACCESSABLE AGGREGATE PAD. MAINTAIN
MININUMUM 3% SLOPE IN ALL DIRECTIONS.
FOOD STORAGE LOCKER INSTALLATION NOTES
FOOD STORAGE LOCKERS
TYPICAL INSTALLATION DETAIL
NO SCALE
NO SCALE
FOOD STORAGE LOCKER SHALL BE LARGE DOUBLE
FOOD STORAGE LOCKER MODEL FS-30-DFL WITH
STAINLESS STEEL LOCKING HASPS
COLOR FOREST BROWN AS MANUFACTURED BY
BEAR SAVER, ONTARIO, CA.
PH: 1 (909) 605-1697 www.bearsaver.com
OR AN APPROVED EQUAL.
4'
2'
18"
CONCRETE FOOTER
FINISH GRADE
REBAR ANCHOR
ROCK RANGER 03-560
6" x 6" X 3/16" STEEL TUBE (OR
EQUAL)
(BROWN POWDER COAT)
ADDITIONAL ROCK RANGER DEPOSIT BOX 03-565
(BROWN POWDER COAT)
OPTIONAL ROCK RANGER 7" ENVELOPE BOX 03-567-6
(BROWN POWDER COAT)
OPTIONAL ROUND LOCK W/ EXTRA KEYS 03-320
(BROWN POWDER COAT)
1. THE FEE TUBE WILL BE 6" x 6" x 3
16" STEEL SQUARE TUBE
EQUAL TO OR BETTER THAN ROCK RANGER 03-560 WITH
BROWN POWDER COAT FINISH. (AVAILABLE FROM ROCKART
INDUSTRIES, LLC, MESA, AZ 85215; PHONE 480-854-3400).
2. ALSO ORDER (1) OPTIONAL ROCK RANGER ENVELOPE BOX
03-567-6; (1) OPTIONAL ROUND LOCK W/ EXTRA KEYS; (1)
ADDITIONAL ROCK RANGER DEPOSIT BOX INSERT 03-565; AND
(1) OPTIONAL PAD LOCK FOR THE DEPOSIT BOX 03-316
3. FEE TUBE IS FURNISHED AND INSTALLED BY CONTRACTOR
4. THE EXACT LOCATION OF THE FEE BOX SHALL BE STAKED IN
THE FIELD BY THE ENGINEER.
FEE TUBE
TYPICAL INSTALLATION DETAIL
No Scale
FEE TUBE INSTALLATION NOTES NOTE:
THIS SIDE FACES ROAD
DWG SHEET NO.
OF
SHEET
9/2 8/1
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G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 BARRIER ROCK,FOOD STORAGE
LOCKER & FEE TUBE
05/20/2026 CL3 C. STEEN 19
SEWAGE HOLDING TANK
PRECAST CONCRETE
EXISTING
EXISITNG CONCRETE RISER &
CONCRETE LID / REMOVE AND REPLACE.
SLOPE SEWER LINE MINIMUM 0.5%
PLASTIC PIPE
4" SCHEDULE 40
HOST SITE UTILITIES & HOLDING TANK DETAILS
2'-0"
CLEANOUT BODY AND
PVC THREADED PLUG
4" LOCKABLE SANITARY TANK
HATCH (OPW 269-0085)45°
2'-0" SQUARE
6" 6"
4" PVC
CONCRETE
BASE
6"
1'-3"
0.5% SLOPE MINIMUM TO
HOLDING TANK INLET
2'-0"
CONCRETE BASE
CLEANOUT BODY AND
BASE PLUG (THREADED)
ISOMETRIC VIEW
ELEV. TOP OF
SLAB TO BE
APPROVED BY C.O.
INV. EL. TO BE
APPROVED BY C.O.
SLOPE TO DRAIN
TOWARDS PIPE
SLOPE CONCRETE
TO DRAIN TOWARDS
INLET
REPLACE EXISTING CONCRETE
RISER AND LID WITH 24"W x 1'H ABS
RISER AND TIGHT SEALING LID
WITH GASKET INSTALL 4" LOCKABLE SANITARY
TANK HATCH (OPW 269-0085)
No Scale
HOST SEWER CONNECTION
EXISTING SEWAGE
HOLDING TANK
HOST SEWER
CONNECTION
CONSTRUCT HOST PULL THRU -- SLOPE AS DIRECTED
20'
3.5'
EXISTING
ELECTRICAL BOX
16'
2.5'
5'
2.5'
HOST WATER CONNECTION
(AGGREGATE PAD)
OPTION ITEM 3
VALVE BOX
24" MIN
1" HDPE SERVICE LINE
RADIUS SWEEP
24"
36"
18" MIN. COVER
3/4" VACUUM BREAKER
WATTS N360 VACUUM RELIEF
VALVE OR APPROVED EQUAL
INSTALL TWO 3/4" CONTINUOUS PRESSURE
BACKFLOW PREVENTERS.
WATTS SERIES 7 DUAL CHECK VALVE
BACKFLOW PREVENTER OR APPROVED EQUAL
3/4" HOSE BIBBS.
(TYP. OF 2)
1" GALV. STEEL RISER PIPE
1" NPT BUTT FUSION HDPE
TRANSITION COUPLING
4" x 4" PLASTIC POST.
SECURE ASSEMBLY TO
POST USING 2 SS SADDLE
CLAMPS.
No Scale
HOST SITE WATER HYDRANT
OPTION ITEM 3
AGGREGATE PAD
CURB STOP
DWG SHEET NO.
OF
SHEET
9/2 8/1
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G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 HOST SITE UTILITIES &
HOLDING TANK DETAILS
05/20/2026 CL3 C. STEEN 20
No Scale
SIDE VIEW
BENCH WITH BACKREST & ARMREST
TYPICAL INSTALLATION DETAIL
No Scale
FRONT VIEW
No Scale
TOP VIEW
4'
/4
CONCRETE FOOTER
30" x 30" MINIMUM
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. TWO 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 6 ARMRESTS INSTALLED.
3. PREPACKAGED CONCRETE MIX IS ACCEPTABLE.
4. PRIOR TO ATTACHMENT, TWO COATS OF EXTERIOR WOOD STAIN, SUPERDECK EXTERIOR (SHERWIN WILLIAMS) OR EQUAL, SHALL BE APPLIED TO ALL ABOVE-GROUND SURFACES OF WOOD TOP MEMBERS.
COLOR OF THE STAIN SHALL BE FED-STD-595C #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
3' 2'
6"
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" x 3/8" POWDER COATED SQUARE TUBE WITH
CAP. POWDER COAT COLOR SHALL BE FED-STD-595C #20059 (FOREST SERVICE
BROWN) OR SIMILAR (COLOR TO BE AGREED UPON BY FOREST SERVICE).
2. PREPACKAGED CONCRETE MIX IS ACCEPTABLE.
3. EMBED 6" OF MOORING POST INTO DRAIN ROCK TO ENSURE DRAINAGE
3. TWO 8" 316 GRADE STAINLESS STEEL EVERBILT #41644 DOCK CLEAT (OR
EQUAL) SHALL BE ATTACHED TO THE STEEL MOORING POST UTILIZING VANDAL
PROOF HARDWARE.
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
/4
8" STEEL DOCK CLEAT
BENCH
CLEAR SPACE
4'
3'
8"
6"
1'
1" DRAIN ROCK
DWG SHEET NO.
OF
SHEET
9/2 8/1
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G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 BENCH & MOORING
POST
05/20/2026 CL3 C. STEEN 21
OVERLAPPING TIMBER STEP
NO. 5
REBAR
MINIMUM
MINIMUM
18 INCHES
(TYP)
PLAN VIEW
ELEVATION VIEW
OVERALL LENGTH
OVERALL
WIDTH
PRESERVATIVE TREATMENT - (REFER TO AWPA USE CATEGORY SYSTEM)
STEP RUN
12 INCH
MINIMUM
CL
CL
6 INCH
(TYP)
EMBED 1/3
MINIMUM (TYP)
CARRIAGE
8 X 8 MINIMUM
SAWN TIMBER
OR 8 INCH MINIMUM
LOG DIA.
SLOPE %2
BACKFILL WITH
SUITABLE MATERIAL SILL
8 X 8 MINIMUM
SAWN TIMBER
OR 8 INCH MINIMUM
LOG DIA.
RISER
8 X 8 MINIMUM
SAWN TIMBER
OR 8 INCH MINIMUM
LOG DIA.
48"
COMMENTS
ROUGHLY 18 STEPS
WIDTH
OVERALL
16.5"
RUN
STEP
TYPE
MATERIAL
SAWN TIMBEROTS-1
STEP
28'
LENGTH
OVERALL
MATERIAL
GROUND CONTACT / HEAVY DUTY
SIZE
8" x 8" DOUGLAS FIR
GRADE
SPECIES/
TYPE
UC4B
TYPE
PRESERV.
SAWN TIMBER
WATERBORNE TREATMENT
NOTES:
PRE-DRILL HOLES FOR REBAR AND PINS TO PREVENT SPLITTING OF LOGS OR SAWN TIMBERS.
RECESS END OF REBAR 1/2 INCH BELOW TOP OF TIMBER.
COMPACT BACKFILL IN 6 INCH LIFTS UNTIL NO VISUAL DISPLACEMENT.
ALL FIELD DRILLED HOLES AND CUTS SHALL BE FIELD TREATED.
REMOVE AND DISPOSE OF DUFF AND TOP ORGANIC LAYERS DOWN TO MINERAL SOIL.
MINIMUM OVERLAP OF BOTTOM CARRIAGE IS THE SAME AS THE STEP RUN LENGTH.
RISERS AND CARRIAGES SHALL BE THE SAME DIMENSIONS.
1.
2.
3.
4.
5.
6.
7.
48" ROUGHLY 14 STEPS16.5"SAWN TIMBEROTS-2 23'
48" ROUGHLY 8 STEPS24"SAWN TIMBEROTS-3 19'
DWG SHEET NO.
OF
SHEET
9/2 8/1
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G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 OVERLAPPING
TIMBER STEP
05/20/2026 CL3 C. STEEN 22
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)
AP
PR
O X.
6' -3
U.S.F.S. PROVIDED SIGN
3' M
IN
3' 3'
AP
PR
O X.
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, SUPERDECK EXTERIOR (SHERWIN WILLIAMS) OR EQUAL, SHALL BE APPLIED TO ALL ABOVE-GROUND SURFACES OF WOOD TOP MEMBERS. COLOR OF THE STAIN SHALL BE FED-STD-595C #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)
DWG SHEET NO.
OF
SHEET
9/2 8/1
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B.
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G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 SINGLE PANEL KIOSK
DETAILS
05/20/2026 CL3 C. STEEN 23
CONCRETE VAULT TOILET SPECIFICATIONS
a. TYPE:
b.
c.
d.
e.
f.
g.
h.
EXTERIOR:
SCREEN:
ROOF:
COLOR:
SIGNAGE:
VENT SCREEN:
FLOOR PLANS:
SINGLE VAULT TOILET
BARNWOOD LOOK
FULL SCREEN
SIMULATED WOOD SHAKE ROOF
DARK BROWN CONCRETE
UNISEX - ADA
REQUIRED - INSTALLED OVER VENT
RIGHT HANDED FLOOR PLAN
ACCEPTED MANUFACTURERS AND MODELS (OR APPROVED EQUAL):
· MISSOULA CONCRETE - ASPEN
· CXT - GUNNISON
GENERAL NOTES:
· INSTALLATION SHALL COMPLY WITH CONTRACT SPECIFICATIONS AND TOILET
MANUFACTURERS INSTALLATION INSTRUCTIONS.
CONTRACTOR SHALL PROVIDE EXCAVATION AND EARTHWORK NECESSARY TO
INSTALL CONCRETE VAULT TOILET IN CONFORMANCE TO CONTRACT
SPECIFICATIONS AND TOILET MANUFACTURERS INSTALLATION INSTRUCTIONS.
CONTRACTOR SHALL PROCURE, DELIVER, AND INSTALL CONCRETE VAULT TOILET.
FINISH GRADES SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM FOUNDATION
WALLS. GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET ON
ALL SIDES OF THE TOILET STRUCTURE.
BEFORE FINAL ACCEPTANCE, CONTRACTOR SHALL PROVIDE FINISH GRADING AND
SITE CLEANUP.
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
RIGHT-HAND FULL SCREEN FLOOR PLAN
COMPACT BACKFILL
IN LAYERSEXACT LOCATION & ORIENTATION
OF THE TOILET BUILDING SHALL
BE STAKED IN THE FIELD BY
THE ENGINEER.
NOTE: VAULT DIMENSIONS SHOWN ARE APPROXIMATE.
D O
O R
ENTRANCE WALL VENT
ON THIS SIDE.
* 7 CY CRUSHED AGGREGATE PLACEMENT -- ITEM 30207
SLOPE ENTRANCE PAD LESS THAN 5%
VENT PIPE
w/ VENT SCREEN
USE CRUSHED AGGREGATE*
TO SHAPE AROUND TOILET
BUILDINGS AS DIRECTED
PRECAST CONCRETE SST TOILET
4"
VENT PIPE
w/ VENT SCREEN
CAMPGROUND LOOP ROAD
DWG SHEET NO.
OF
SHEET
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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 NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 PRECAST CONCRETE SST
DETAILS
05/20/2026 CL3 C. STEEN 24
U.S. DEPARTMENT OF AGRICULTURE
ASHLEY LAKE
CAMPGRPOUND
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. SIGN POSTS WITHIN THE CAMPGROUND SHALL BE 4" DIAMETER TREATED ROUND.
4. ALL APPROACH SIGNS AND GUIDE SIGNS SHALL BE 4" TREATED SQUARE.
5. 4" TREATED SIGN POSTS DO NOT REQUIRE ADDITIONAL STAINING.
6. CAMPSITE ID POSTS SHALL BE SOLID PLASTIC 4x4 POST WITH 30° CHAMFER. COLOR: DARK BROWN.
7. EXACT LOCATION OF SIGN INSTALLATIONS SHALL BE STAKED IN THE FIELD BY THE ENGINEER.
INSTALLATION NOTES FOR 1 OR 2 POSTS SIGNS: CAMPGROUND ONLY
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, SUPERDECK EXTERIOR (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 FED-STD-595C #20059 (FOREST SERVICE BROWN) OR SIMILAR (COLOR TO BE AGREED UPON BY
FOREST SERVICE).
3. CONCRETE SHALL MEET THE REQUIREMENTS OF FSSS 601.
4. INSTALLATION SHALL BE COMPLETED USING VANDAL RESISTANT BOLTS & NUTS. ALL BOLTS SHALL BE ZINC 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:
CAMPSITE ID POST
2.
5'
30°
CHAMFER POST
18" MIN.
DWG SHEET NO.
OF
SHEET
9/2 8/1
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G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 SINGLE PANEL ENTRY SIGN &
TYPICAL SIGN INSTALLATION
05/20/2026 CL3 C. STEEN 25
SHEET
9/2 8/1
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G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 SIGN PLACEMENT TYPICALS
05/20/2026 CL3 C. STEEN 26
RD. #
0' 20' 120'
SCALE
40' 60' 80' 160' 240'
H
STOP
STOP SIGN
--- (1 SIGN & 1 POST)
SINGLE PANEL KIOSK AND FEE TUBE
--- SEPERATE PAY ITEMS
INFORMATION
HOST SIGN
--- (1 SIGN & 1 POST)
CAMPSITE ID
POST
KEEP LEFT SIGN
--- (1 SIGN & 1 POST)
ONE WAY SIGN
--- (1 SIGNS & 1 POSTS)
SINGLE PANEL KIOSK--- SEPERATE PAY ITEM
INFORMATION
DO NOT ENTER SIGN
--- (1 SIGN & 1 POST)
ASHLEY LAKE NORTH CAMPGROUND
SIGN PLAN
U.S. DEPARTMENT OF AGRICULTURE
ASHLEY LAKE
CAMPGROUND
FLATHEAD
National Forest
SINGLE SIDED SITE ENTRY SIGN
(LOCATION NEAR JUNCTION
WITH RD. #912, AS STAKED)
--- SEPARATE PAY ITEM
ONE
WAY
KEEP
RIGHT
KEEP
LEFT
HOST
CAMPING
PARKING
DO NOT
ENTER
UNITS 10-12
UNITS 8-9
KEEP RIGHT SIGN
--- (1 SIGN & 1 POST)
DIRECTIONAL SIGN
--- (1 SIGN & 1 POST)
CAMP DIRECTIONAL SIGN
--- (1 SIGNS & 1 POSTS)
DWG SHEET NO.
OF
SHEET
9/2 8/1
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G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 CAMPGROUND INTERNAL SIGN PLAN
05/20/2026 CL3 C. STEEN 27
SHEET
9/2 8/1
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B.
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G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 SITE APPROACH SIGN PLACEMENT
LOCATIONS
05/20/2026 CL3 C. STEEN 28
SHEET
9/2 8/1
8 0 7:
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B.
DW
G;
CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
TALLY LAKE RANGER DISTRICT
FLATHEAD NATIONAL FOREST
ASHLEY LAKE NORTH CAMPGROUND
RENOVATION
NORTHERN REGION
REGION 1 GUIDE SIGN PLACMENT LOCATIONS
05/20/2026 CL3 C. STEEN 29
SHEET
9/2 8/1
8 0 7:
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B.
D…
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