J5_Phase 4 Lucerne.Drawings.pdf

PDF 20 MB Posted Apr 26, 2022

Attached to: GAOA - Lucerne Campground Group Site Reconstruction Project for the Ashley National Forest
Solicitation number: 1240LT22R0021
Issued by: Department of Agriculture Forest Service

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Written by GovTribe AI · Dec 28, 2023

This file provides details on a federal solicitation for construction services. The solicitation number is 1240LT22R0021 and seeks bids for the Lucerne Campground Group Site Reconstruction Project for the Ashley National Forest. The work involves reconstructing group sites at the Lucerne Campground and is set aside competitively for 8(a) contractors. The solicitation and attachments are available for download. The Department of Agriculture Forest Service is the contracting agency. The response due date and anticipated award date are not stated.

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Other files

File	Type	Posted
1240LT22R0021_Amend03.pdf	PDF	Jun 6, 2022
Attendees_List_Lucerne_CG_Reconstruction.pdf	PDF	May 31, 2022
Ashley NF-Lucerne CG-UT-186283-M-184.pdf	PDF	May 31, 2022
1240LT22R0021_Amend02.pdf	PDF	May 31, 2022
Ashley NF-Lucerne CG-UT-186283-CH-096.pdf	PDF	May 31, 2022
1240LT22R0021_Amend01.pdf	PDF	May 20, 2022
1240LT22R0021_RFP.pdf	PDF	Apr 26, 2022
J3_Phase 4 Specs.Lucerne.III.pdf	PDF	Apr 26, 2022
J2_Phase 3 Specs.Lucerne.III..pdf	PDF	Apr 26, 2022
J1_Wage Determination.pdf	PDF	Apr 26, 2022
J4_Phase 3 Drawings.pdf	PDF	Apr 26, 2022

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FOREST LOCATION

VICINITY MAP

SHEET OF

United States Department of Agriculture Forest Service

1 52

THE PROJECT IS LOCATED IN THE FLAMING GORGE NATIONAL RECREATION AREA OF THE ASHLEY NATIONAL FOREST, DAGGETT COUNTY, UTAH, IN SECTION 20, T 3 N, R 21 E. IT IS LOCATED APPROXIMATELY 8 MILES EAST OF MANILA, UTAH. THE PROJECT MAY BE ACCESSED FROM WYOMING

STATE ROAD 530 AND LUCERNE VALLEY RECREATION ROAD.

BORROW SOURCE: THE GOVERNMENT SOURCE FOR PIPE ZONE MATERIAL, SPECIAL BEDDING AND

SELECT BORROW IS LOCATED APPROX. 3 MILES FROM THE CAMPGROUND.

GREAT DIVIDE DISTRICT OFFICE

22223 STATE HIGHWAY 13

GLIDDEN, WI 54527

APPROVED:

DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

3/2 6/2

E C:

G\ _T

\01

.G 1.L

.D W

UTAH

DAGGETT COUNTY

R4 INTERMOUNTAIN REGION

ASHLEY NATIONAL FOREST

FLAMING GORGE NATIONAL RECREATION AREA

LUCERNE CAMPGROUND RECONSTRUCTION

PHASE 4

INDEX OF SHEETS

SHEET DWG SHEET TITLE

1 G1 COVER SHEET

2 G2 PROJECT DESCRIPTION

3 G3 SCHEDULE OF ITEMS

4 DE1 DEMOLITION PLAN - OVERVIEW

5 DE2 DEMOLITION PLAN - LOOPS E AND F

6 S1 SITE PLAN - OVERVIEW

7 S2 SITE PLAN - LOOP E

8 S3 SITE PLAN - LOOP F

9 S4 SITE PLAN - LOOP F ENTRANCE AND OVERFLOW PARKING AREA

10 D1 CONCRETE FAMILY UNIT PADS

11 D2 PRE-CAST CONCRETE PICNIC TABLES WITH BENCHES

12 D3 UTILITY TABLE DETAILS

13 D4 CONCRETE FIRE RING

14 D5 CURB STOP, UNIT MARKER, SIDEWALK, ASPHALT PATH,

DUMPSTER PAD AND DIRECTIONAL ARROW DETAILS

15 D6 WINDSCREEN FENCE DETAILS

16 D7 COMFORT STATION INSTALLATION - VAULT TOILET

17 D8 BULLETIN BOARD CASE AND BENCH DETAILS

18 R1 ROADS OVERVIEW AND CONTROL POINTS

19 R2 LOOP E ROAD PLAN AND PROFILE

20 R3 LOOP E ROAD PLAN AND PROFILE

21 R4 LOOP F ROAD PLAN AND PROFILE

22 R5 LOOP F ROAD PLAN AND PROFILE

23 R6 OVERFLOW PARKING PLAN AND PROFILE AND VAULT TOILET

PULLOUT

24 R7 TYPICAL ROAD CROSS SECTIONS

25 R8 TYPICAL SPUR SECTION AND DETAILS

26 R9 TYPICAL SPUR SECTION AND DETAILS (CONT.)

27 R10 SIGN LIST AND INSTALLATION DETAILS

28 R11 GATE FABRICATION DETAILS

29 R12 GATE FABRICATION DETAILS (CONT.)

30 R13 GATE INSTALLATION DETAILS

31 R14 CONSTRUCTION POINTS

32 W1 WATER SYSTEM OVERVIEW

33 W2 WATER SYSTEM SITE PLAN - LOOPS E AND F

34 W3 VALVE, VALVE BOX, TRENCH AND IRRIGATION DRAIN DETAIL

35 W4 HYDRANT WITH POST, FRAME AND GRATE

36 W5 POTABLE/NON-POTABLE PIPE SEPARATION AND THRUST BLOCK

DETAILS

37 PL1 PLANTING PLAN - OVERVIEW

38 PL2 PLANTING PLAN - LOOP F

39 PL3 PLANTING PLAN - LOOP E

40 PL4 PLANTING PLAN - ROADSIDE STRIP

41 PL5 PLANTING DETAILS

42 IR1 IRRIGATION PLAN - OVERVIEW

43 IR2 IRRIGATION PLAN - LOOP F

44 IR3 IRRIGATION PLAN - LOOP E

45 IR4 IRRIGATION PLAN - ROADSIDE STRIP

46 IR5 IRRIGATION SYSTEM DETAILS

47 IR6 IRRIGATION SYSTEM DETAILS (CONT.)

48 IR7 IRRIGATION MAINLINE - LOOPS E-F PLAN AND PROFILE

49 IR8 IRRIGATION MAINLINE - ROADSIDE STRIP PLAN AND PROFILE

50 E100 ELECTRICAL GENERAL INCLUDING IRRIGATION NOTES

51 E101 ELECTRICAL - LOOP E

52 E102 ELECTRICAL - LOOP F

PROJECT LOCATION

{THIS PROJECT CONSISTS OF RECONSTRUCTING PORTIONS OF THE LUCERNE CAMPGROUND, INCLUDING LOOPS E AND F. ELECTRICAL, POTABLE WATER AND IRRIGATION SYSTEMS WILL ALSO BE IMPROVED.

A. DEMOLITION WORK INCLUDES THE FOLLOWING:

1. DEMOLITION OF ALL EXISTING ABOVE GROUND IMPROVEMENTS IN LOOPS E AND F, INCLUDING PULVERIZING THE EXISTING ASPHALT, AND REMOVING CAMPING SPURS, FAMILY UNITS, SHELTERS, CONCRETE BARRIERS, WATER HYDRANTS, SITE FURNITURE, IRRIGATION SPRINKLERS, SIGNS, ETC. THE EXISTING POTABLE WATER, SEWER AND ELECTRICAL UTILITIES ARE TO REMAIN, AS DESIGNATED. THE EXISTING DUMPSTERS ARE TO BE SALVAGED AND

REUSED.

2. IF OPTIONS #3 AND #4 ARE NOT AWARDED, THE EXISTING RESTROOMS SHALL REMAIN UNDISTURBED, INCLUDING ANY CONCRETE WALKWAYS AROUND THE PERIMETER OF THE BUILDING.

B. NEW CONSTRUCTION WORK INCLUDES THE FOLLOWING:

1. RECONSTRUCTION OF LOOPS E AND F, INCLUDING NEW ASPHALT ROADS AND CAMPING SPURS, FAMILY UNITS, SIGNS, SITE FURNITURE, PATHS, ELECTRICAL SYSTEM, IRRIGATION SYSTEM, LANDSCAPING, AND OTHER WORK AS

DESCRIBED IN THE PLANS. CONSTRUCT NEW WATER LATERALS TO SERVE NEW HYDRANTS.

2. CONSTRUCTION OF A NEW ASPHALT PULLOUT FOR THE VAULT TOILET.

3. CONSTRUCTION OF A NEW OVERFLOW PARKING AREA WITH ASPHALT SURFACE.

C. OPTIONAL WORK THAT MAY BE AWARDED INCLUDES ALL WORK DESCRIBED ABOVE ASSOCIATED WITH:

1. OPTION #1: SHELTERS FOR FAMILY UNITS

1.1 IF OPTION #1 “SHELTERS FOR FAMILY UNITS” IS NOT AWARDED, COORDINATION IS REQUIRED TO ENSURE THE PROPER CONCRETE FOOTERS ARE INSTALLED FOR THE FUTURE SHELTERS. SEE SECTION 136000

“PRE-MANUFACTURED SHELTER”.

2. OPTION #2: WIND SCREENS FOR FAMILY UNITS

3. OPTION #3: LOOP E RESTROOM BUILDING

3.1 DEMOLITION: THE EXISTING RESTROOM IN LOOP E SHALL BE DEMOLISHED, REMOVED AND DISPOSED OF, INCLUDING ADJACENT CONCRETE SIDEWALKS.

3.2 THIS ITEM INCLUDES GRADING AROUND THE NEW BUILDING; NEW CONCRETE SIDEWALKS AROUND THE PERIMETER OF THE BUILDING; AND CONCRETE SIDEWALKS BETWEEN THE RESTROOM AND THE ASPHALT PULLOUT.

4. OPTION #4: LOOP F RESTROOM AND SHOWER BUILDING

4.1 DEMOLITION: THE EXISTING RESTROOM IN LOOP F SHALL BE DEMOLISHED, REMOVED AND DISPOSED OF, INCLUDING ADJACENT CONCRETE SIDEWALKS.

4.2 THIS ITEM INCLUDES GRADING AROUND THE NEW BUILDING; NEW CONCRETE SIDEWALKS AROUND THE PERIMETER OF THE BUILDING; AND CONCRETE SIDEWALKS BETWEEN THE RESTROOM AND THE ASPHALT PULLOUT.

5. OPTION #5: IRRIGATION SYSTEM AND LANDSCAPING

5.1 THIS ITEM INCLUDES THE CONSTRUCTION OF THE NEW “ROADSIDE STRIP” LANDSCAPING AREA ALONG THE EXISTING ENTRANCE ROAD, AND LANDSCAPING WITHIN AND ADJACENT TO LOOPS E AND F.

5.2 THE 4-INCH IRRIGATION MAINLINE IS INCLUDED IN THE BASE BID.

5.3 CONTROL CABLING AND RELATED TRENCH WORK IS INCLUDED IN THE BASE BID. SEE SPECIFICATION 260500 FOR INSTRUCTIONS IF OPTION #5 IS NOT AWARDED.

6. OPTION #6: ASPHALT REPAIRS

7. OPTION #7: VAULT TOILET

7.1 THIS ITEM INCLUDES THE CONCRETE SIDEWALK AROUND THE PERIMETER OF THE VAULT TOILET.

7.2 THE ASPHALT PULLOUT AND SIGNS ARE INCLUDED IN THE BASE BID.}

{\Fcomplex|c0;\LPROJECT DESCRIPTION}

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/2 6/2

G\ _T

\02

-0 3_

G2 -3

.D W

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

PROJECT DESCRIPTION

RB/DW/SB

D. JEPPSEN

G2 2 52

FINAL - 3/26/2021

SCHEDULE OF ITEMS

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/2 6/2

G\ _T

\02

-0 3_

G2 -3

.D W

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

SCHEDULE OF ITEMS

RB/DW/SB

D. JEPPSEN

G3 3 52

P P

PP PP

P P

P P P

P P

mh mh mh mh mh mh mh mh mh mh

H2O

H2OH2O D

D D

S S S S S S S S S S

M M

IR IR

IR IR IR IR IR

IR IR IR

IR IR IR IR IR

H H

W W

W W W W W W W W W W W W

W W

W W W W W W

PPPPTP

TPTP

TP TP

TPTPTP

TPTP

TP TP

TPTP

TPTPTP

TPTP

E E

T P

DAY USE AND

MARINA PARKING

SCALE IN FEET

100' 200'100'

{NOTES:

1. AN EXTENSIVE EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY LINES FROM RECORDS AND EVIDENCE IN THE FIELD, HOWEVER, THE COMPLETENESS OR ACCURACY OF THE LOCATIONS SHOWN CANNOT BE GUARANTEED. ADDITIONAL BURIED ELECTRICAL AND IRRIGATION LINES ARE KNOWN TO EXIST, HOWEVER THE LOCATION IS UNKNOWN. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE LOCATION OF ALL EXISTING UTILITIES. ANY LOCATION STAKED OR SHOWN IS APPROXIMATE. CALL 811 TO HAVE UTILITIES MARKED BEFORE

BEGINNING CONSTRUCTION. IF CONFLICTS ARE FOUND, NOTIFY THE CONTRACTING OFFICER.

2. DO NOT DAMAGE EXISTING TREES.

3. LOOPS E AND F: PULVERIZE ASPHALT ROADS AND SPURS TO A DEPTH OF 5 INCHES. EXISTING ASPHALT CONSISTS OF AN APPROXIMATELY 1" DOUBLE CHIP SEAL. ASPHALT TO BE THOROUGHLY MIXED WITH ROAD BASE MATERIAL.

REMOVE ALL SIGNS, GATES, CULVERTS, HYDRANTS, IRRIGATION SYSTEM QUICK COUPLERS, SPRINKLERS, CONCRETE BARRIERS, PEDESTAL GRILLS, FIRE RINGS, PICNIC TABLES, CONCRETE FAMILY UNIT SLABS AND SHELTERS AND DISPOSE OF IN A SANITARY LANDFILL. REMOVE ALL IRRIGATION PIPE ENCOUNTERED TO A DEPTH OF 12 INCHES BELOW GRADE. ABANDON REMAINING IRRIGATION PIPE IN PLACE. REMOVE EXISTING RESTROOMS AND RELATED CONCRETE SIDEWALKS. EXISTING UNDERGROUND UTILITIES ARE TO REMAIN. SALVAGE THE PADDLE-HANDLE FAUCETS FROM THE EXISTING HYDRANTS - PROVIDE FAUCETS TO THE CONTRACTING OFFICER. EXISTING DUMPSTERS ARE TO BE SALVAGED AND REUSED. PLACE DUMPSTERS ON NEW PADS AT COMPLETION OF PROJECT.

SIGNS DESIGNATED TO REMAIN ARE TO REMAIN AS-IS. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY

DAMAGE TO ITEMS DESIGNATED TO REMAIN AS-IS.

4. LOOPS A, B, C, D AND G: NO DEMOLITION WORK IS TO BE DONE IN THIS AREA, OTHER THAN ASPHALT REMOVAL

FOR REPAIR WORK.

5. FOR ALL ROADS DESIGNATED TO BE PULVERIZED, RE-USE THE PULVERIZED MATERIAL FOR NEW ROAD BASE. AT MOST LOCATIONS, THE ROAD BASE SHALL REMAIN IN PLACE AND SHALL BE RESHAPED ACCORDING TO "R" SHEETS.

IN PLACES DESIGNATED TO BE OBLITERATED (SEE HATCHING ON LEGEND), THE ROAD BASE SHALL BE 1) PULVERIZED;

2) COMPLETELY REMOVED; 3) REPLACED WITH SELECT BORROW (COMPACTED) AND TOP SOIL; AND 4) LEFT IN A STATE READY FOR SEEDING. USE REMOVED ROAD BASE FOR THE CONSTRUCTION OF NEW ROADS AND SPURS.

6. NO PULVERIZED ASPHALT SHALL BE EXPOSED UPON COMPLETION OF THE PROJECT.}

SEE SHEET DE2

FLAMING GORGE

RESERVOIR

LUCERNE VALLEY ROAD

LOOP ALOOP BLOOP C

LOOP D

LOOP E

LOOP F

LOOP G

LEGEND:

EXISTING WATERLINE (TO REMAIN)

EXISTING SEWERLINE (TO REMAIN)

EXISTING OVERHEAD ELECTRICAL LINE (TO REMAIN)

EXISTING IRRIGATION LINE (TO REMAIN)

EXISTING IRRIGATION LINE (TO BE ABANDONED)

EXISTING CURB VALVE AND BOX (TO REMAIN)

EXISTING HYDRANT (TO BE REMOVED)

EXISTING DRAIN (TO REMAIN)

EXISTING MANHOLE (TO REMAIN)

RESERVOIR

EXISTING ROAD (TO REMAIN)

EXISTING ROAD (TO BE PULVERIZED)

EXISTING ROAD (TO BE OBLITERATED, SEE NOTE 5)

EXISTING TREE (DO NOT DAMAGE UNLESS WITHIN

CLEARING LIMITS)

EXISTING CONCRETE PAD, SHELTER & TABLE (REMOVE)

EXISTING GRILL (TO BE REMOVED)

EXISTING FIRE RING (TO BE REMOVED)

EXISTING ELECTRICAL PEDESTAL (TO BE REMOVED)

EXISTING POWER POLE (TO REMAIN)

EXISTING SPRINKLER HEAD (TO BE REMOVED)

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/1 7/2

G\ _T

\04

-0 5_

-0 2.L

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

DEMOLITION PLAN

OVERVIEW

D. WEWER

D. JEPPSEN

DE1

4 52

FINAL - 3/18/2021

mh mh

H2 O

H2O D

S S

W W

WWWW

SCALE IN FEET

40' 80'40'

{NOTES:

1. NOTES AND LEGENDS ON SHEET DE1 APPLY.

2. SEE NOTES ON DE1 FOR DESCRIPTION OF ITEMS TO BE

REMOVED.}

LOOP F

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/1 7/2

G\ _T

\04

-0 5_

-0 2.L

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

DEMOLITION PLAN

LOOPS E AND F

D. WEWER

D. JEPPSEN

DE2

5 52

LOOP E

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/1 8/2

G\ _T

\06

-0 9_

S1 -S

4.L

4.S

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

SITE PLAN

OVERVIEW

BUDGE/WEWER

D. JEPPSEN

S1 6 52

SCALE IN FEET

150' 300'150'

LOOP A

LOOP B

LOOP C

LOOP D

LOOP E

LOOP F

LOOP G

T S3

SEE SHEET S4

T S2

NEW WATERLINE

EXISTING WATERLINE

NEW IRRIGATION LINE

EXISTING IRRIGATION LINE

EXISTING SEWERLINE

EXISTING ELECTRICAL LINE}

{EXISTING MANHOLE

RESERVOIR

NEW ASPHALT ROAD

MAJOR CONTOUR AND ELEVATION (FEET)

NEW SIGN

NEW HYDRANT - STANDARD TYPE B}

{\Fsimplex.shx;9310} M

SCALE IN FEET

25' 50'25'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/1 8/2

G\ _T

\06

-0 9_

S1 -S

4.L

4.S

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

SITE PLAN

LOOP E

BUDGE/WEWER

D. JEPPSEN

S2 7 52

LOOP E

NEW WATERLINE

EXISTING WATERLINE

NEW IRRIGATION LINE

EXISTING IRRIGATION LINE

EXISTING SEWERLINE

EXISTING ELECTRICAL LINE}

{EXISTING MANHOLE

RESERVOIR

NEW ASPHALT ROAD

MAJOR CONTOUR AND ELEVATION (FEET)

NEW SIGN

NEW HYDRANT - STANDARD TYPE B}

{\Fsimplex.shx;9310} M

TP TP

TPTP

SCALE IN FEET

25' 50'25'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/2 6/2

E C:

G\ _T

\06

-0 9_

S1 -S

4.L

4.S

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

SITE PLAN

LOOP F

BUDGE/WEWER

D. JEPPSEN

S3 8 52

LOOP F

NEW WATERLINE

EXISTING WATERLINE

NEW IRRIGATION LINE

EXISTING IRRIGATION LINE

EXISTING SEWERLINE

EXISTING ELECTRICAL LINE}

{EXISTING MANHOLE

RESERVOIR

NEW ASPHALT ROAD

MAJOR CONTOUR AND ELEVATION (FEET)

NEW SIGN

NEW HYDRANT - STANDARD TYPE B}

{\Fsimplex.shx;9310} M

SCALE IN FEET

25' 50'25'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/1 8/2

G\ _T

\06

-0 9_

S1 -S

4.L

4.S

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

SITE PLAN

LOOP F ENTRANCE AND

OVERFLOW PARKING

BUDGE/WEWER

D. JEPPSEN

S4 9 52

LOOP F ENTRANCE AND OVERFLOW PARKING

SCALE IN FEET

25' 50'25' INSTALL DIRECTIONAL ARROWS

(TYP), SEE SHEET D5

VAULT RESTROOM

AND PULLOUT

\A1;VARIES

\pxql;5 FT. MINIMUM DISTANCE FOR SLOPE TRANSITION FROM PATH TO CONC. PAD

\pxql;SELECT BORROW OR NATIVE SOIL AND FILL AS SPECIFIED

DRAINAGE HOLE

FOR FIRE RING

(SEE FIRE RING

DETAILS, SHEET

\pxql;NATIVE SOIL

\pxql;4" CONCRETE

\pxql;4" COMPACTED CRUSHED AGGREGATE BASE GRADING "C".

\pxql;2:1 FILLS UNDER 5'

\pxql;1-1/2:1 FILLS OVER 5'

\pxql;1:1 CUT SLOPES OVER 10'\pxql;1-1/2:1 CUT SLOPES 5' TO 10'\pxql;3:1 CUT SLOPES TO 5' \pxql,t2;3:1 SLOPE\pxql;PATH 5% SLOPE

{NOTE:

USE EXCESS EXCAVATED MATERIAL TO GRADE

AROUND THE EDGE OF THE PADS.

\A1;4"\A1;4"

CONRETE PAD W/

LIGHT BROOM FINISH

\pxql;CRUSHED AGGREGATE BASE COMPACT AS SPECIFIED

\pxql;4" CONCRETE PAD WITH LIGHT BROOM FINISH

\pxql;SUBGRADE COMPACT AS SPECIFIED

14' X 14' METAL SHELTER

W/ MONOSLOPE ROOF

(SEE SPECIFICATION 136000)

\pxql;8-FOOT TABLE (TYP.) (SEE SHEET D2)

CONCRETE CONTRACTION JOINT (TYP)

\A1;FIRE RING (SEE DETAIL SHEET D4)

UTILITY TABLE

(SEE DETAIL SHEET D3)

\A1;4' \A1;14'\A1;14'\A1;5'-9"

\A1;24 '-9"

\A1;16'

{\LTYPICAL PAD SECTION WITH CUT & FILL\H0.5x;\l (NO SCALE)}

{\LTYPICAL PAD SECTION\H0.5x;\l (NO SCALE)}

\pxql;{\LHAND TOOLED CONTRACTION JOINTS\H0.5x;\l (NO SCALE)}

{NOTES:

}1. INSTALL 1/2" COMPRESSED FELT EXPANSION JOINT WHEN POURING

OPERATIONS ARE SUSPENDED FOR ONE HOUR OR MORE.

2. CONCRETE PADS SHALL BE SLOPED AT 1% IN ONE DIRECTION TO DRAIN.

3. ALL PADS THAT CONNECT DIRECTLY TO PARKING SPURS SHALL HAVE A 4'

MIN. WIDE AREA WITH LESS THAN 1/2" GRADE CHANGE BETWEEN THE PAD AND

THE SPUR TO PROVIDE FOR ACCESSIBILITY.(SEE "S" SHEETS)

4. WHERE AN ACCESSIBLE 4' WIDE ASPHALT PATH CONNECTS PAD WITH THE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/1 1/2

E C:

G\ _T

\10

W G

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

CONCRETE FAMILY UNIT

PADS

BUDGE

D. JEPPSEN

D1 10 52

{\LSINGLE FAMILY UNIT WITH SHELTER\H0.5x;\l (NO SCALE)}

{\LCONCRETE PAD DETAILS FOR FAMILY UNITS}

(PLAN VIEW)

(SECTION VIEW)

\A1;92"

\A1;32"

\A1;2'

\A1 ;10

\A ;1

\A1 ;11

\A1;5"

\A1;33"\A1;65"

{NOTES:

1. TABLES SHALL BE PLACED AT SINGLE FAMILY

UNITS AS SHOWN ON SHEETS D1.

2. TABLE SHALL BE MODEL NO. 104FSS, AVAILABLE

FROM OUTDOOR CREATIONS INC,. 2270 BARNEY

ROAD, ANDERSON CA 96007, 530-337-6674 OR

APPROVED EQUAL.

{\LEND VIEW} {\H0.5x;(NO SCALE)} {\H2x;\LSIDE VIEW} (NO SCALE)

{\H2x;\LPLAN VIEW} (NO SCALE)

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/1 1/2

E C:

G\ _T

\11

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

PRE-CAST CONCRETE

PICNIC TABLE WITH

BENCHES

BUDGE

D. JEPPSEN

D2 11 52

%%UTABLE TOP SIDE FIN

CONCRETE BASE

THICKENED

{\LTABLE BASE PLATE}

1/2" STEEL PLATE BASE

TYPICAL J BOLT

PLACEMENT (4 PLACES

3/4" HOLE) SEE NOTE 3

\pxql;RECTANGULAR TUBING POST

\pxql ;8"

{\LTABLE ROLLED SURFACE PLATE SECTION}

{NOTE:

}TURN DOWN FRONT FIN AND TURN UP

BACK & SIDE FINS @ 90 DEGREED

FROM TABLE SURFACE

\pxql;ROLL OR WELD 2" FIN TO TABLE SURFACE

\pxql ;2"

\pxql;26"

\pxql;22" \pxql ;2"

\pxql ;2"

\pxql;30"

\pxql ;2"

\pxql;18"

\pxql;REAR AND SIDE FINS TURNED UP \pxql;1/4" ROLLED STEEL PLATE FOR TABLE SURFACE

\pxql;RECTANGULAR TUBING POST

FRONT FIN TURNED DOWN

SEE "ROLLED SURFACE PLATE SECTION" DETAIL

{\LTABLE TOP VIEW}

{\LTABLE SIDE VIEW & BASE INSTALLATION}

\pxql;30"

\pxql ;2"

\pxql;32"

\pxql;5"

MIN.

\pxql ;6" \pxql;12" \pxql ;6"\pxql;12"

\pxql;4" X 6" X 1/4" TUBE STEEL RECTANGULAR STRUCTURAL TUBING \pxql;CONTINUOUS WELD AROUND BASE AND TOP CONNECTIONS

\pxql;CAP ALL BOLTS WITH SPOT WELDS AGAINST TAMPERING AS DIRECTED BY THE CONTRACTING OFFICER

\pxql;5/8" DIA. X 6" GALVANIZED STEEL J BOLT TYP. (4 PLACES) SEE NOTE 3 \pxql;BASE PLATE

\pxql;FINISHED GRADE

\pxql;CONCRETE PAD

\pxql;4" COMPACTED CRUSHED AGGREGATE

\pxql;10"

{NOTES:

1. SPURS AND SHARP EDGES SHALL BE GROUND SMOOTH

2. ALL SURFACES SHALL BE POWDER COATED WITH HEAT

RESISTANT STOVE BLACK PAINT

3. {}" DIA. x 6" GALVANIZED STEEL WEDGE ANCHORS MAY BE

SUBSTITUTED FOR {}" J BOLTS

4. UTILITY TABLES SHALL BE PILOT ROCK MODELS: UTL/B-1 (18"

X 30") AS MANUFACTURED BY THE R.J. THOMAS MFG. CO. INC.,

CHEROKEE, IOWA

PHONE: 1-800-762-5002,

WEBSITE: WWW.PILOTROCK.COM

5. UTILITY TABLES SHALL BE FURNISHED AND INSTALLED BY

THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL

BOLTS AND ANCHORING MECHANISMS NECESSARY TO

COMPLETE THE INSTALLATION. INSTALL IN LOCATION AS SHOWN

ON SHEET D1.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/1 1/2

E C:

G\ _T

\12

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

UTILITY TABLE DETAILS

BUDGE

D. JEPPSEN

D3 12 52 http://WWW.PILOTROCK.COM

#4 REBAR @ 45° SPACING

2 LAYERS PLACED AS SHOWN

TIE TO REBAR CIRCLES WITH

CONCRETE CIRCLE 18" HIGH, 10" WIDE

SEE SIDE VIEW & DETAIL FOR

EXTERIOR GROOVE DETAIL

30°

TYP.

1'- 1/2

STEEL RISER TACK WELDED TO SURFACE PLATE

12 @ 30° OFFSET SPACING EACH

SECTION

NOT TO SCALE

1/16''

DETAIL SHOWN

ON RIGHT

TYPICAL 4" CONCRETE

PAD WITH FIBER

45°

EXTERIOR GROOVE

CONCRETE CIRCLE

1/4" MIN. THICK STEEL

TYPICAL 4" CONCRETE PICNIC PAD

" M

8" 10"

WELDED BEAD

1/4" MIN. STEEL INSERT

EXTERIOR GROOVE

AIR SPACE 1 1/2" FROM CONCRETE1 1/2"

16- 5" LONG #4 REBAR

#4 REBAR

COMPACTED AGGREGATE BASE

EXTERIOR GROOVE

(2) 15" #4 REBAR, PLACE

VERTICAL AS SHOWN IN SECTION TIE

CHAMFER TOP EDGE

ON BOTH SIDES OF

18"

FINISHED GRADE

ROUND EDGE

1/4

FIN. GRADE

URETHANE CAULK CIRCLE TO PAD

12" DIA. DRAINAGE HOLE

IN CONCRETE PAD

12" DIA. DRAINAGE HOLE IN

CONC. PAD UNDER FIRE CIRCLE

WASHED DRAIN ROCK 3'x 3'x 3'

TO REBAR WITH #4 GAUGE SMOOTH

DRAIN ROCK UNDER CONCRETE SLAB

AT THE FIRE CIRCLE LOCATION. USE

PLACE 1 CY (3'x 3'x 3') WASHED

UNIFORM GRADATION FROM 1/2" TO 2"UNDER FIRE CIRCLE

WALL ON FIRE CIRCLE

18" HIGH, 8" WIDE

45° 3/8"

REINFORCMENT

#4 REBAR TYP.

FORMED INTO CIRCLE

#4 GAUGE SMOOTH

1/8"

R1'-2"

10"

PRECAST CONCRETE RING IS AVAILABLE FROM DURA-CRETE

http://www.duracrete.com/

DURA-CRETE, INC.

1475 WEST 3500 SOUTH

WEST VALLEY CITY, UT 84119

TEL. 801-972-8686

OR APPROVED EQUAL

GRADED AGGREGATE 3/4" MINUS

(13" DEPTH TO BOTTOM OF

CONCRETE PAD)

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/1 1/2

E C:

G\ _T

\13

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

CONCRETE FIRE RING

BUDGE

D. JEPPSEN

D4 13 52

CONCRETE FIRE RING CIRCLE

(NO SCALE)

(PLAN VIEW)

STEEL INSERT DETAIL

(NO SCALE)

(PLAN VIEW)

(SECTION VIEW)

(SIDE VIEW) DETAIL

(NO SCALE)

(SECTION VIEW)

http://www.duracrete.com/

SLOPE TO DRAIN 1/4" PER FOOT FROM BUILDING

4" THICK CONCRETE SIDEWALK

4" COMPACTED CRUSHED AGG. BASE GRADING "C"

BOTH SIDES1/2" RADIUS

FINISH GRADE1"

5'-0" PATHS AROUND RESTROOMS

{CONCRETE SIDEWALK NOTES:

1. SIDEWALK CONTROL JOINTS SHALL BE LOCATED A MAXIMUM OF EVERY 5 LINEAR FEET.

CONTROL JOINTS SHALL BE A MINIMUM 1/2" TOOLED JOINT. NO SAWCUT JOINTS.

2. SIDEWALK EXPANSION JOINTS SHALL BE LOCATED A MAXIMUM EVERY 50 LINEAR FEET

AND AT JUNCTIONS WITH OTHERS SLABS, FOUNDATIONS AND VERTICAL SURFACES.

\pxqc;{\Fsimplex|c0;2% CROWN OR CROSS SLOPE AS STAKED}

1' M

\A1;10' 1'

MIN.

\A1;20'

1' M

\pxql;DEPTHS SHOWN ARE COMPACTED.

10'

6" THICK CONCRETE SLAB WIDTH

VARIES\A1;6' O

R 8'

\A1 ;4"

\A1;9{ \H1x;\S

1/2;}"

A C

\A1;VARIABLE\A1;VARIABLE

\A1;VARIABLE

\A1;60"

\A1;36"

\pxql;REFLECTORIZED WHITE PAINT \A1;12"

\A 1;

\A1;2'

\A ;3

"\A1;6"\A1;4"\A1;5.5"\A1;5.5"

\pxqc;6" THICK CONCRETE PAD W/ #3 REBAR REINFORCING 18" O.C. BOTH WAYS

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/1 7/2

G\ _T

\14

D_ _C

.D W

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

CURB STOP, UNIT MARKER,

SIDEWALK, ASPHALT

PATH, DUMPSTER PAD &

DIRECTIONAL ARROW

DETAILS

BUDGE

D. JEPPSEN

D5 14 52

{\L6' OR 8' PRECAST CONCRETE CURB\H0.5x;\l (NO SCALE)}

{\LSECTION A-A}

{\L(ELEVATION VIEW)} {DUMPSTER PAD

(NO SCALE)}

{DOUBLE DUMPSTER PAD DETAIL

(NO SCALE)}

{DIRECTIONAL ARROW

(NO SCALE)}

{\LASPHALT PATH CROSS SECTION\H0.5x;\l (NO SCALE)}

{CONCRETE SIDEWALK CROSS SECTION

(NO SCALE)}

{\H0.5x; (SECTION VIEW)}

(ISOMETRIC VIEW)

{UNIT MARKER DETAIL

(NO SCALE)}

{\H0.5x; (SECTION VIEW)}

CONCRETE PAD

WINDSCREEN IS A TREX SURROUNDINGS SHADOW BOX STYLE FENCE - LOCATION AND CONFIGURATION RELATIVE TO THE PAD VARIES SEE "S" SHEETS S2-S4 FOR LOCATIONS A

(SEE DETAIL 'A' THIS SHEET)

1. CONSTRUCT A TREX SURROUNDINGS SHADOW

BOX STYLE FENCE TO FUNCTION AS A WINDSCREEN.

2. INSTALL POSTS AND FOOTERS EVERY 8' O.C.

3. ATTACH HORIZONTAL WOOD MEMBERS TO

POSTS WITH BRACKETS AS SPECIFIED BY TREX

MANUFACTURER'S INSTALLATION INSTRUCTIONS.

FASTEN ALL VERTICAL MEMBERS WITH DECKING

SCREWS. SCREWS SHALL NOT PENETRATE

THROUGH WOOD MEMBERS AND BE EXPOSED ON

THE OPPOSITE SIDE.

NOTES:

GROUND

\A ;8

\A1;16'CONSTRUCTED IN 8' UNITS - TOTAL LENGTH VARIES, SEE "S" SHEETS

\A1;5'-3"

\A1;2'-11"\A1;6"

TAMPED GRAVEL SUB-BASE (GRADING C)

UNDISTURBED SOIL

30" FROST DEPTH

CONCRETE COLLAR - DO NOT ENCASE BOTTOM OF POST

\A1;6'-2"

\A1;2"

\A1;1'\A1;6" \A1;2"

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/1 1/2

E C:

G\ _T

\15

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

WINDSCREEN FENCE

DETAILS

BUDGE

D. JEPPSEN

D6 15 52

{SITE LAYOUT - PLAN VIEW

(NO SCALE)}

{WINDSCREEN FRAMING - ELEVATION

(NO SCALE)}

{DETAIL 'A' - PLAN VIEW

(NO SCALE)}

{WINDSCREEN - ELEVATION

(NO SCALE)}

EDGE OF VAULT

(DISTANCE VARIES)

\pxqc;2%

4" THICK

AGGREGATE

OR NATIVE

SURFACE

\A1;4" MIN.

\pxql;FINISH FLOOR ELEVATION

\pxqc;2%

NATIVE SOIL

BACKFILL WITH SELECT MATERIAL AND COMPACT

AGGREGATE LEVELING COURSE 6" DEPTH

VAULT

EXCAVATE HOLE APPROXIMATELY 2' WIDER ON EACH SIDE OF THE VAULT

{NOTES:

1. FINAL GRADING SHALL ENSURE POSITIVE DRAINAGE AWAY FROM THE BUILDINGS AT 2% SLOPE.

2. PATHWAYS AROUND THE BUILDINGS SHALL BE CONSTRUCTED AS SHOWN IN PATH

* DOUBLE-UNIT VAULT SIZE IS APPROXIMATELY

14'-4" X 11'-11" X 4'-4" DEEP

SIDEWALK SEE

DETAIL ABOVE

\A1;VARIES

\A1;4" MIN.

\A1;VARIES

{\Fsimplex|c0;FINISHED GRADE}{\Fsimplex|c0;2% OUTSLOPE}

\A1;5' IN FRONT- 4' BACK AND SIDES

\A1;14'-4"\A 1;

2' -1

\A1;7'-11 1/2"

\A1;1'-5 1/2"\A1;5"

\A1;11'-11"

\A1;20'-11"

\A1;

\A1;4'\A1;4' \pxql;ROOFLINE

CONSTRUCT CONCRETE APRON PATHS (ALL SIDES)COMFORT STATION

TO BE INSTALLED

{NOTE:

1. COMFORT STATION SHALL BE IN ACCORDANCE WITH SPECIFICATION 133402.}

{RESTROOM VAULT INSTALLATION

(NO SCALE)}

{CONCRETE APRON PATH INSTALLATION

(NO SCALE)}

{2-UNIT VAULT COMFORT STATION LAYOUT

(NO SCALE)}

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

AR TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/1 7/2

G\ _T

\16

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

COMFORT STATION

INSTALLATION - VAULT

TOILET

BUDGE

D. JEPPSEN

D7 16 52

{\fAvenir Roman|b0|i0|c0|p0;\H0.57146x;(SEE DETAIL THIS SHEET)\H1.74989x; }A

\A 1;5

\A1;9'-7"

\A1;6'-8"

\A 1;5

'-0

\A1;1'-2"

\A1;13'-2"

{NOTES :

1. ONE BULLETIN CASE TO BE INSTALLED ON EACH TOILET AND SHOWER BUILDING IN LOOPS E AND F.

2. THE LOCATION OF THE INSTALLATION TO BE SPECIFIED BY THE CONTRACTING OFFICER.

3. INSTALL PER THE MANUFACTURER'S INSTALLATION INSTRUCTION.

4. EACH BULLETIN CASE TO HAVE ALUMINUM CONSTRUCTION WITH A POWDER COAT FINISH. FINISH SELECTION TO BE

SUBMITTED AND APPROVED BY THE CONTRACTING OFFICER.

5. KNOWN VENDOR FOR THIS PRODUCT IS:

KVO INDUSTRIES

1825 EMPIRE INDUSTRIAL CT. SUITE A

SANTA ROSA CA 95403

800 657 6412 http://www.kvoindustries.com

3648 NPS BC BULLETIN CASE - WALL MOUNT OR APPROVED EQUAL

\A1;18"

\A1;

\A1;12"

\A1;18"\A1;24"

\A1;2"

\A1;1"

\A1;18"

\A1;18"\A1;24"

\A1;2"

\A1;

\A1;22"

\A1;38"

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

AR TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/2 6/2

E C:

G\ _T

\17

W G

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

BULLETIN BOARD CASE

AND BENCH DETAILS

R. BUDGE

D. JEPPSEN

D8 17 52

BULLETIN BOARD

{(NO SCALE)}

{\H0.5x;(BULLETIN BOARD FRAME DETAIL)}

{\H0.5x;(SIDE VIEW)}

{\H0.5x;(ISOMETRIC VIEW)}

BENCH DETAIL

{(NO SCALE)}

{\H0.5x;(CROSS-SECTION)}

{\H0.5x;(SECTION-ELEVATON)}

BENCH CONCRETE PLAZA LAYOUT DETAIL

{(NO SCALE)}

P P

PP P

P P

P P P

P P

P P P P

P P

S S

S S S

S S

V M

IR IR

S M

WWWWWW

W W

PPPP

TP TP

Point Table Point #

Elevation

5991.01

5993.28

6055.20

6099.08

Northing

9449.50

10000.00

11478.68

11723.70

Easting

5224.87

5000.00

6293.39

7376.61

Description

CP1

CP2

Q-1

CP4

22.5'

\A1;22.5'

SCALE IN FEET

150' 300'150'

FLAMING

GORGE

RESERVOIR

LOOP B

LOOP C

LOOP D

LOOP E

LOOP F

LOOP G

LOOP A

PARKING

LUCERNE CAMPGROUND

CONTROL POINT #4

CONTROL POINT #3

CONTROL POINT #2

ADJACENT TO SITE #2 IN LOOP C

CONTROL POINT #1

ADJACENT TO SITE #13 IN LOOP B

BOAT

RAMP

EMPLOYEE HOUSING AND

EXISTING GROUP SITE

DUMP STATION

ADMIN

SITE

STORE AND

BOAT STORAGE

TO MANILA

LUCERNE VALLEY RECREATION ROAD (FS ROAD 146)

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/1 8/2

G\ _T

\18

-2 3_

R1 -R

6.L

4.R

W G

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

ROADS OVERVIEW AND

CONTROL POINTS

WEWER

D. JEPPSEN

R1 18 52

D R3

SHEET R6

NOTES:

1. CONSTRUCT NEW ROAD, SPURS, UNIT PADS AND INSTALL SITE FURNITURE, GATE AND SIGNS.

2. EXISTING ROADS CONSIST OF APPROXIMATELY 5" OF CRUSHED AGGREGATE BASE AND 1" DOUBLE CHIP

SEAL.

3. PULVERIZE AND MIX THE EXISTING ASPHALT AND BASE MATERIAL TO A DEPTH OF 5 INCHES AS SHOWN ON

THE DEMOLITION PLAN. RESHAPE THIS MATERIAL AND RECOMPACT TO FORM NEW ROAD SUB-BASE. COVER WITH NEW CRUSHED AGGREGATE ROAD BASE ABOVE. PAVE NEW ASPHALT DIRECTLY ON AGGREGATE ROAD BASE. INSTALL 3 INCHES OF NEW ASPHALT ON NEW ROADS. CARE SHOULD BE TAKEN TO AVOID

MIXING NATIVE SOIL WITH ROAD BASE MATERIAL.

4. WHERE NEW ROADS OR SPURS ARE TO BE INSTALLED IN AN AREA WHERE A ROAD OR SPUR DID NOT PREVIOUSLY EXIST, CONSTRUCT NEW SUBGRADE, INSTALL 4 INCHES OF NEW CRUSHED AGGREGATE (OR PULVERIZED ROAD BASE) AND PLACE ASPHALT ON NEW AGGREGATE. SALVAGE TOP 3" OF TOPSOIL AND

STOCKPILE FOR PLACEMENT ON OBLITERATED AREAS.

5. ANY EXISTING ASPHALT THAT WILL NOT BE COVERED WITH NEW ASPHALT SHALL BE COMPLETELY PULVERIZED AND OBLITERATED. REMOVE AND STOCKPILE THE ROAD BASE MATERIAL AND REPLACE WITH

BACKFILL. REGRADE THE OBLITERATED AREA TO MATCH SURROUNDING GROUND. USE EXCESS

EXCAVATED MATERIAL OR SELECT BORROW TO BACKFILL OBLITERATED ROAD AND SPUR AREAS. SEE

SHEET DE1.

6. THE SUBGRADE WILL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO ASPHALT PLACEMENT. THE CONTRACTOR SHALL ENSURE A MINIMUM OF 4 INCHES OF AGGREGATE IS UNDER THE NEW ASPHALT. IF BASE IS LESS THAN 4 INCHES DEEP, THEN THE EXISTING BASE SHALL BE REMOVED AND THE SUBGRADE

DEEPENED.

7. NEW SHOULDERS SHALL BE CONSTRUCTED WITH IMPORTED AGGREGATE AND NOT FROM EXISTING PULVERIZED MATERIAL. NO PULVERIZED ASPHALT SHALL BE VISIBLE AT COMPLETION OF THE PROJECT.

8. DO NOT DAMAGE EXISTING TREES UNLESS DESIGNATED TO BE REMOVED.

9. ENSURE THAT WATER WILL DRAIN AWAY FROM ROADWAYS.

10. ALL CLEARING AND GRUBBING SHALL BE HANDLED IN ACCORDANCE WITH SPECIFICATION 311000.

11. CONSTRUCTION STAKING SHALL BE COMPLETED BY THE CONTRACTOR AND APPROVED BY THE

CONTRACTING OFFICER PRIOR TO BEGINNING WORK.

12. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO NEW ASPHALT ROADS AND SPURS AS A RESULT

OF CONSTRUCTION ACTIVITIES.

13. VERTICAL CURVES ARE NOT SHOWN FOR ALL GRADE TRANSITIONS, HOWEVER, CONTRACTOR SHALL

CONSTRUCT SMOOTH TRANSITIONS BETWEEN ALL ROADWAY GRADES.

14. SEE "DE" SHEETS FOR DEMOLITION PLAN.

15. SEE "S" SHEETS FOR SITE PLAN AND SIGN PLAN.

16. SEE "W" SHEETS FOR WATER DESIGN.

17. SEE "IR" SHEETS FOR IRRIGATION DESIGN.

18. SEE SHEET R1 FOR CONTROL POINTS AND SHEET R14 FOR CONSTRUCTION POINTS.

19. REPAIR DAMAGED ASPHALT IN LOOPS A, B, C AND D. SEE SPECIFICATION SECTION 3211200.

20. THE EARTHWORK QUANTITIES FOR THE CAMPGROUND SPURS, DUMPSTER PADS AND RESTROOM GRADING

IS ESTIMATED TO BE APPROXIMATELY 50 CY CUT AND 1,000 CY FILL.

D R5

SHEET R6

0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+75

-0.9%

-4.1% 1.4% 0.0% 0.5% 0.9%

STA = 0+00.0

ELEV = 5998.962

LVC: 50.00

+7 5.

C E:

+2 5.

C E:

LVC: 50.00

+5 2.

C E:

+0 2.

C E:

LVC: 50.00

+5 2.

C E:

LOOP E - MAIN ROAD PROFILE

SCALE: 1:50 H, 1:10 V

EXISTING TOP OF ASPHALT (TYP)

NEW TOP OF ASPHALT (TYP)

14' WIDE ASPHALT ROAD, CROSS SLOPE: 2% LEFT

APPROX. EXC. 13 CY

APPROX. EMB. 85 CY

22' WIDE ASPHALT

2% LEFT

14' WIDE ASPHALT

2% RIGHT

16' PULLOUT LEFT

WITH CONCRETE WATERWAYINTERSECTION LEFT

BLEND INTERSECTION TO

MATCH EXISTING AND DRAIN

CROSS-SLOPE

TRANSITION

STA:0+66.3

ELEV:5999.39

INTERSECTION CENTERLINE

CURVE WIDEN 3 FEET LEFT

CURVE TABLE

CURVE

RADIUS

(FT)

LENGTH

(FT)

117.62

274.85

252.80

DELTA

11°13'54"

26°14'45"

181°03'16"

TANGENT

(FT)

59.00

139.88

8693.41

START POINT

(NORTHING, EASTING)

10427.89, 4480.84

10290.92, 4375.41

9997.13, 4231.77

END POINT

(NORTHING, EASTING)

10332.62, 4412.17

10050.97, 4246.35

9956.73, 4386.58

S S

W W

PP O

E E

1 2

0+00

1+00 2+00

3+00 4+00

5+00

6+00

10+0011+00

3+00

28 29

191194

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/1 8/2

G\ _T

\18

-2 3_

R1 -R

6.L

4.R

W G

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

LOOP E ROAD

PLAN AND PROFILE

WEWER

D. JEPPSEN

R2 19 52

SCALE IN FEET

25' 50'25'

SAW CUT EXISTING ASPHALT.

BEGIN NEW ROAD CONSTRUCTION.

BLEND TO MATCH EXISTING ROAD,

TRANSITION TO MATCH EXISTING ASPHALT WIDTH

LOOP E MAIN ROAD

ALIGNMENT

CONSTRUCT 14' WIDE,

SINGLE LANE, ASPHALT ROAD

NOTES:

1. NOTES ON SHEET R1 APPLY. LEGEND ON SHEET S2 APPLIES.

2. SEE SHEET R7 FOR TYPICAL ROAD TEMPLATES.

3. SEE "S" SHEETS FOR SIGN LOCATIONS AND SHEET R10 FOR SIGN

LIST AND INSTALLATION DETAILS.

4. SEE SHEET R1 FOR CONTROL POINTS AND SHEET R14 FOR

CONSTRUCTION POINTS.

5. ROAD SHOULDER AND CUT/FILL LINES NOT SHOWN FOR CLARITY.

6. STA. 0+00 TO 0+50: IN ORDER TO MAINTAIN A MINIMUM OF 4" OF

AGGREGATE AND TO MATCH GRADES WITH EXISTING ASPHALT AT

THE INTERSECTION, IT WILL BE NECESSARY TO REMOVE THE

EXISTING ROAD BASE AND DEEPEN THE SUBGRADE.

CONSTRUCT 22' WIDE, DOUBLE

LANE, ASPHALT ROAD

SLO

2% SLOPE

INSTALL NEW 30-FOOT GATE

SEE DETAIL ON SHEET R11

ENSURE WATER DRAINS

TO ROAD SHOULDER

WITHOUT PONDING

CONSTRUCT CONCRETE

WATERWAY (SEE SHEET R7)

INSTALL 5' WIDE CONCRETE

SIDEWALK (4 SIDES), SLOPED

2% AWAY FROM BUILDING (TYP)

INSTALL 5' WIDE

CONCRETE SIDEWALK

GRADING: SLOPE 5% MIN.

FOR 5' FROM EDGE OF

SIDEWALK (TYP 3 SIDES)

2% INSTALL 6-UNIT RESTROOM BUILDING

20'

16' (TYP)

10' (TYP)

70'

30'

24'

22'

14'

R3' (TYP)

R40

R40'

R80'

R600'

CURVE WIDEN 3'

17'

30'

77'

65'INSTALL DIRECTIONAL ARROWS

(TYP), SEE SHEET D5

INSTALL 6-FOOT

CURB STOP (TYP)

INSTALL 8-FOOT

CURB STOP (TYP)

CONSTRUCT SPUR (TYP)

EDGE OF

EXISTING

ASPHALT

EDGE OF NEW

ASPHALT (TYP)

LOOP E - MAIN ROAD PLAN

2% SLOPE

2% S

6+75 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+50

13+50 14+00 14+15

-0.3% -0.8%

-0.1% 3.6%

2.0% 0.8%

STA = 9+48.5

ELEV = 5999.301

STA = 10+78.0

ELEV = 5998.215

+7 3.

STA = 13+50.0

ELEV = 5998.600

LVC: 25.00

+2 0.

C E:

+4 5.

C E:

LVC: 50.00

+9 8.

C E:

+4 8.

C E:

LVC: 50.00

+0 2.

C E:

0.8%STA = 13+50.0

ELEV = 5998.600

STA = 14+14.6

ELEV = 5999.089

NEW TOP OF ASPHALT (TYP)

14' WIDE ASPHALT ROAD, CROSS SLOPE: 2% RIGHT

APPROX. EXC. 3 CY

APPROX. EMB. 305 CY

LOOP E - MAIN ROAD PROFILE

SCALE: 1:50 H, 1:10 V

14' WIDE ASPHALT ROAD, CROSS SLOPE: 2% RIGHT

EXC/EMB. CONTINUED

PULL-THROUGH SPUR #12 ON RIGHT

BLEND INTERSECTION TO

MATCH AND DRAIN

EXISTING TOP OF ASPHALT (TYP)

NEW TOP OF ASPHALT (TYP)

CURVE WIDEN 3 FEET LEFTCURVE WIDEN 3 FEET LEFT

CURVE TABLE

CURVE

RADIUS

(FT)

LENGTH

(FT)

252.80

238.49

150.93

DELTA

181°03'16"

34°09'39"

108°05'33"

TANGENT

(FT)

8693.41

122.91

110.30

START POINT

(NORTHING, EASTING)

9997.13, 4231.77

10023.68, 4403.39

10263.74, 4568.77

END POINT

(NORTHING, EASTING)

9956.73, 4386.58

10224.71, 4525.04

10392.60, 4555.71

S S

W W

PPO

E E

18 20

0+00

1+00 2+004+00

5+00

6+00 7+

8+00

9+00

10+00 11+00

12+00

157 158

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/1 8/2

G\ _T

\18

-2 3_

R1 -R

6.L

4.R

W G

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

LOOP E ROAD

PLAN AND PROFILE

WEWER

D. JEPPSEN

R3 20 52

SCALE IN FEET

25' 50'25'

CONSTRUCT 14' WIDE,

SINGLE LANE, ASPHALT ROAD

2% SLOPE 2%

SLO

2% SLOPE

2% S

0% S

SLO

INSTALL HATCHED PARKING AREA

OF PULL-THROUGH SPUR WITH 0%

CROSS SLOPE AND 2% MAX. SLOPE

IN ANY DIRECTION. BLEND

TRANSITIONS TO LOOP E ROAD

LOOP E MAIN ROAD

ALIGNMENT

CONSTRUCT DUMPSTER PAD

SEE SHEET D5

CURVE WIDEN 3'

TAPER LAST 20 FEET

OF CURVE WIDENING

17'

' 16' (TYP)

10' (TYP)

' (T

YP)

' (T

YP)

70'

20'

INSTALL 5' WIDE

CONCRETE SIDEWALK

R8 0' R

400'

R80'

R40'

R10'

R 2'

R40 ' (T

YP)

R3' (TYP)

R60

INSTALL 6-FOOT

CURB STOP (TYP)

INSTALL 8-FOOT

CURB STOP (TYP)

CONSTRUCT SPUR (TYP)

CONSTRUCT PULL-THROUGH

SPUR (TYP)

EDGE OF

EXISTING

ASPHALT

EDGE OF NEW

ASPHALT (TYP)

LOOP E - MAIN ROAD PLAN

NOTES:

1. NOTES ON SHEET R1 APPLY. LEGEND ON SHEET S2 APPLIES.

2. SEE SHEET R7 FOR TYPICAL ROAD TEMPLATES.

3. SEE "S" SHEETS FOR SIGN LOCATIONS AND SHEET R10 FOR SIGN LIST AND

INSTALLATION DETAILS.

4. SEE SHEET R1 FOR CONTROL POINTS AND SHEET R14 FOR CONSTRUCTION POINTS.

5. ROAD SHOULDER AND CUT/FILL LINES NOT SHOWN FOR CLARITY.

2% S

2% SLOPE

SLOPE

2% SLOPE

0% SLOPE

R100'

R30'

0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+75

1.0% 0.5% -0.6%0.4%

-1.0% 0.3% 0.7% -1.5%

STA = 0+00.0

ELEV = 6002.996

STA = 6+28.0

ELEV = 6003.930

STA = 6+75.0

ELEV = 6003.577

LVC: 50.00

+1 1.

C E:

+6 1.

C E:

1 LVC: 50.00

+6 8.

C E:

+1 8.

C E:

LOOP F - MAIN ROAD PROFILE

SCALE: 1:50 H, 1:10 V

14' WIDE ASPHALT ROAD, CROSS SLOPE: 2% LEFT

APPROX. EXC. 21 CY

APPROX. EMB. 141 CY

EXISTING TOP OF ASPHALT (TYP)

NEW TOP OF ASPHALT (TYP)

STA:1+35.9

ELEV:6002.40

INTERSECTION CENTERLINE

22' WIDE ASPHALT ROAD,

CROSS-SLOPE 2% LEFT

INTERSECTION LEFT

BLEND INTERSECTION TO

MATCH EXISTING AND DRAIN

16' PULLOUT LEFT

WITH CONCRETE WATERWAY

14' WIDE ASPHALT ROAD,

CROSS SLOPE: 2% RIGHT

CROSS-SLOPE

TRANSITION

CURVE WIDEN 3 FEET LEFT

STA:6+67.6

ELEV:6003.69

CURVE TABLE

CURVE

RADIUS

(FT)

LENGTH

(FT)

91.48

314.84

252.04

DELTA

26°12'29"

18°02'21"

180°30'36"

TANGENT

(FT)

46.56

158.74

17979.00

START POINT

(NORTHING, EASTING)

10723.43, 4172.61

10582.10, 4126.46

10295.88, 3917.78

END POINT

(NORTHING, EASTING)

10635.04, 4152.32

10325.42, 3946.38

10185.11, 4033.22

S S

W W

PPPP

TPTP

E E

5 8

0+00

1+00

2+00

3+00

4+00

5+00

6+00

14+65

C10

39 40

48 49

119 120

141145

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/1 8/2

G\ _T

\18

-2 3_

R1 -R

6.L

4.R

W G

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

LOOP F ROAD

PLAN AND PROFILE

WEWER

D. JEPPSEN

R4 21 52

SCALE IN FEET

25' 50'25'

CONSTRUCT 14' WIDE,

SINGLE LANE, ASPHALT ROAD

CONSTRUCT 22' WIDE, DOUBLE

LANE, ASPHALT ROAD

SLOPE

SLO

2% SLOPE

2% S

1% S

PE 2% SLOPE

SAW CUT EXISTING ASPHALT

BEGIN NEW ROAD CONSTRUCTION

BLEND TO MATCH EXISTING ROAD

LOOP F MAIN ROAD

ALIGNMENT

INSTALL NEW 30-FOOT GATE

SEE DETAIL ON SHEET R11

ENSURE WATER DRAINS

TO ROAD SHOULDER

WITHOUT PONDING

CONSTRUCT CONCRETE

WATERWAY (SEE SHEET R7)

INSTALL 6-UNIT RESTROOM WITH

4-UNIT SHOWER BUILDING

INSTALL 5' WIDE CONCRETE

SIDEWALK (4 SIDES), SLOPED

2% AWAY FROM BUILDING

INSTALL 5' WIDE

CONCRETE SIDEWALK

GRADING: SLOPE 5% MIN.

FOR 5' FROM EDGE OF

SIDEWALK (TYP 3 SIDES)

CURVE WIDEN 3'

16' (TYP)

10' (TYP)

65' (T

YP)

30' (T

YP)

20'

24'

10'

65'

75'

70'

R1 0'

22'

17'

R40'

R200'

R 1000'

R80'

INSTALL DIRECTIONAL ARROWS

(TYP), SEE SHEET D5

INSTALL 6-FOOT

CURB STOP (TYP)

INSTALL 8-FOOT

CURB STOP (TYP)

CONSTRUCT SPUR (TYP)

EDGE OF

EXISTING

ASPHALT

EDGE OF NEW

ASPHALT (TYP)

LOOP F - MAIN ROAD PLAN NOTES:

1. NOTES ON SHEET R1 APPLY. LEGEND ON SHEET S2 APPLIES.

2. SEE SHEET R7 FOR TYPICAL ROAD TEMPLATES.

3. SEE "S" SHEETS FOR SIGN LOCATIONS AND SHEET R10 FOR SIGN

LIST AND INSTALLATION DETAILS.

4. SEE SHEET R1 FOR CONTROL POINTS AND SHEET R14 FOR

CONSTRUCTION POINTS.

5. ROAD SHOULDER AND CUT/FILL LINES NOT SHOWN FOR CLARITY.

2% SLOPE

2% SLOPE 2% SLOPE

2% SLOPE

SLOPE

SLO

2% SLOPE

SLO

2% S

2% SLOPE

6+75 7+00 8+00 9+00 10+00 11+00 12+00 13+00

13+00 14+00 14+65

0.5%

-0.5% -2.8%

-0.8% -0.2% 0.7%

-1.5%

0.2%

STA = 6+75.0

ELEV = 6003.577

+2 5.

+8 0.

+7 7.

STA = 13+00.0

ELEV = 6001.564

1.5% 0.2%

0.2%STA = 13+00.0

ELEV = 6001.564

STA = 13+39.3

ELEV = 6001.648

STA = 13+79.8

ELEV = 6002.265

STA = 14+64.9

ELEV = 6002.418

14' WIDE ASPHALT ROAD, CROSS SLOPE: 2% RIGHT

APPROX. EXC. 3 CY

APPROX. EMB. 122 CY

LOOP F - MAIN ROAD PROFILE

SCALE: 1:50 H, 1:10 V

14' WIDE ASPHALT ROAD,

CROSS SLOPE: 2% LEFT

EXC/EMB. CONTINUED

PULL-THROUGH SPUR #13 ON RIGHT

EXISTING TOP OF ASPHALT (TYP)

NEW TOP OF ASPHALT (TYP)

BLEND

INTERSECTION

TO MATCH

AND DRAIN

14' WIDE ASPHALT ROAD,

CROSS SLOPE: 2% RIGHT

TRANSITION

CROSS-SLOPE

CURVE WIDEN 3 FEET LEFT

CURVE TABLE

CURVE

C10

RADIUS

(FT)

LENGTH

(FT)

252.04

124.46

187.82

DELTA

180°30'36"

11°53'06"

107°36'45"

TANGENT

(FT)

17979.00

62.45

136.66

START POINT

(NORTHING, EASTING)

10295.88, 3917.78

10292.10, 4134.98

10510.33, 4284.76

END POINT

(NORTHING, EASTING)

10185.11, 4033.22

10390.50, 4210.82

10659.84, 4223.96

S S

W W

PPPP

E E

2+00

3+00

4+00 5+00

6+00

8+00

9+00

10+00 11+00 12+00

+00

14+65

90 59

60006000

C10

107111

163 324

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/1 8/2

G\ _T

\18

-2 3_

R1 -R

6.L

4.R

W G

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

LOOP F ROAD

PLAN AND PROFILE

WEWER

D. JEPPSEN

R5 22 52

SCALE IN FEET

25' 50'25'

CONSTRUCT 14' WIDE,

SINGLE LANE, ASPHALT ROAD

2% SLOPE

2% S

2% SLOPE

SLO

2% SLOPE

2% S

LOOP F MAIN ROAD

ALIGNMENT

CONSTRUCT DUMPSTER PAD

SEE SHEET D5

CURVE WIDEN 3'

TAPER LAST 20 FEET

OF CURVE WIDENING

16' (TYP) 10' (TYP)

65' (TYP)

30' (TYP)

16'

17'

R8 0'

R 600'

R100'

20'

R4 0'

R3' (TYP)

INSTALL 5' WIDE

CONCRETE SIDEWALK

INSTALL 6-FOOT

CURB STOP (TYP)

INSTALL 8-FOOT

CURB STOP (TYP)

CONSTRUCT SPUR (TYP)CONSTRUCT PULL-THROUGH

SPUR (TYP)

EDGE OF

EXISTING

ASPHALT

EDGE OF NEW

ASPHALT (TYP)

LOOP F - MAIN ROAD PLAN

NOTES:

1. NOTES ON SHEET R1 APPLY. LEGEND ON SHEET S2 APPLIES.

2. SEE SHEET R7 FOR TYPICAL ROAD TEMPLATES.

3. SEE "S" SHEETS FOR SIGN LOCATIONS AND SHEET R10 FOR SIGN

LIST AND INSTALLATION DETAILS.

4. SEE SHEET R1 FOR CONTROL POINTS AND SHEET R14 FOR

CONSTRUCTION POINTS.

5. ROAD SHOULDER AND CUT/FILL LINES NOT SHOWN FOR CLARITY.

2% SLOPE

SLOPE 2%

SLOPE

2% SLOPE

SLO

2% S

2% SLOPE

R50'

R30' FINAL - 3/18/2021

0+00 1+00 2+00 3+00 3+63

0.0% -1.5%

0.0%

STA = 0+00.0

ELEV = 6003.646

STA = 3+63.2

ELEV = 6000.870

ASPHALT ROAD AND PARKING, WIDTH AND SLOPE VARIES

APPROX. EXC. 20 CY

APPROX. EMB. 250 CY

OVERFLOW PARKING AREA - PROFILE

SCALE: 1:50 H, 1:10 V

EXISTING GROUND (TYP)

NEW TOP OF ASPHALT (TYP)

SIR

IR IR IR IR IR IR IR IR

0+00

1+00

2+00

3+63

65 66

72 73

105 106

152 153

SCALE IN FEET

25' 50'25'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

FOREST SER CE

D E P

A R TMENT OF AGR CU

T U R

United States Department of Agriculture Forest Service

3/1 8/2

G\ _T

\18

-2 3_

R1 -R

6.L

4.R

W G

INTERMOUNTAIN REGION

LUCERNE

CAMPGROUND

RECONSTRUCTION

PHASE 4

ASHLEY

NATIONAL FOREST

FLAMING GORGE

NATIONAL RECREATION AREA

OVERFLOW PARKING

PLAN AND PROFILE

AND VAULT TOILET

PULLOUT

WEWER

D. JEPPSEN

R6 23 52

SCALE IN FEET

25' 50'25'

CONSTRUCT 16' WIDE ACCESSIBLE

PULLOUT WITH ASPHALT SURFACE

AND 2% MAXIMUM SLOPE.

16'

135°

SAW CUT EDGE OF

EXISTING ASPHALT

ROAD. BLEND NEW

ASPHALT TO MATCH

EXISTING ASPHALT

ENTRANCE ROAD TO REMAIN

INSTALL NEW 2-UNIT VAULT TOILET

AND PERIMETER SIDEWALK, SEE

DETAIL ON SHEET D7

2% S

VAULT TOILET PULLOUT

(NO PROFILE)

56.6'

12'

'140'

28'

120°

135°

R 45'

R 60'

R 30'

R2'

R 1' R40'

R40

R8'

R 15'

R40'

R 40'

2% SLOPE

2.1%

SLO

2% SLOPE

EXISTING ASPHALT

ENTRANCE ROAD TO REMAIN

REMOVE TREES WITHIN

NEW PARKING AREA

CONSTRUCT NEW

11-STALL ASPHALT

OVERFLOW PARKING AREA

SAW CUT EXISTING ASPHALT

BEGIN NEW ROAD CONSTRUCTION

BLEND TO MATCH EXISTING ROAD

OVERFLOW

PARKING

AREA

ALIGNMENT

INSTALL DIRECTIONAL ARROWS

(TYP), SEE SHEET D5

SAW CUT EXISTING ASPHALT

END NEW ROAD CONSTRUCTION

BLEND TO MATCH EXISTING ROAD

EDGE OF NEW

ASPHALT (TYP)

INSTALL NEW LINE

STRIPING (TYP)

INSTALL NEW LINE

STRIPING (TYP)

NOTES:

1. NOTES ON SHEET R1 APPLY. LEGEND ON SHEET S2 APPLIES.

2. SEE SHEET R7 FOR TYPICAL ROAD TEMPLATES.

3. SEE "S" SHEETS FOR SIGN LOCATIONS AND SHEET R10 FOR SIGN

LIST AND INSTALLATION DETAILS.

4. SEE SHEET R1 FOR CONTROL POINTS AND SHEET R14 FOR

CONSTRUCTION POINTS.

5. ROAD SHOULDER AND CUT/FILL LINES NOT SHOWN FOR CLARITY.

6. INTERSECTIONS WITH EXISTING ROADS: IN ORDER TO MAINTAIN A

MINIMUM OF 4" OF AGGREGATE AND TO MATCH GRADES WITH

EXISTING ASPHALT AT THE INTERSECTIONS, IT WILL BE

NECESSARY TO REMOVE THE EXISTING ROAD BASE AND DEEPEN

THE SUBGRADE.

OVERFLOW PARKING AREA - PLAN

INSTALL 5' WIDE CONCRETE

SIDEWALK. SLOPE AT 2%

AWAY FROM BUILDING

ROAD CROSS SECTIONS TABLE

ROAD STATIONING TYPICAL SECTION

LOOP E 0+00 TO 0+66 22' TWO-LANE ASPHALT, CROSS-SLOPE 2% LEFT

LOOP E 0+66 TO 3+24 14' SINGLE-LANE ASPHALT, CROSS-SLOPE 2% LEFT

LOOP E 3+24 TO 4+15 14' SINGLE-LANE ASPHALT, CROSS-SLOPE 2% LEFT WITH RESTROOM PULLOUT

LOOP E 4+15 TO 6+02 14' SINGLE-LANE ASPHALT, CROSS-SLOPE 2% LEFT

LOOP E 6+02 TO 14+10 14' SINGLE-LANE ASPHALT, CROSS-SLOPE 2% RIGHT

LOOP F 0+00 TO 1+36 22' TWO-LANE ASPHALT, CROSS-SLOPE 2% LEFT

LOOP F 1+36 TO 4+00 14' SINGLE-LANE ASPHALT, CROSS-SLOPE 2% LEFT

LOOP F 4+00 TO 4+89 14' SINGLE-LANE ASPHALT, CROSS-SLOPE 2% LEFT WITH RESTROOM PULLOUT

LOOP F 4+89 TO 6+51 14' SINGLE-LANE ASPHALT, CROSS-SLOPE 2% LEFT

LOOP F 6+51 TO 13+64 14' SINGLE-LANE ASPHALT, CROSS-SLOPE 2% RIGHT

LOOP F 13+64 TO 14+00 14' SINGLE-LANE ASPHALT, CROSS-SLOPE 2% LEFT

{NOTES}:

1. TRANSITIONS BETWEEN CROSS SECTIONS SHALL BE GRADUAL. TRANSITIONS SHALL BE 40' IN LENGTH, 20' ON EACH SIDE OF TRANSITIONING ROADWAYS. EXACT STATIONING FOR CROSS SECTIONS IS SHOWN FOR REFERENCE ONLY.

2. ALL EXCAVATED BOULDERS SHALL BE PLACED AS DESIGNATED BY THE CONTRACTING OFFICER.

3. ALL AGGREGATE AND ASPHALT DEPTHS SHOWN ARE COMPACTED DEPTHS.

4. NEATLY PLACE ANY EXCAVATED ROCK TO ARMOR FILL SLOPES FROM EROSION AND FOOT TRAFFIC AS DIRECTED.

5. ROADWAY WIDTHS AND CROSS-SLOPES VARY. SEE PLAN VIEW SHEETS FOR ROADWAY WIDENING AND SLOPE

DIRECTIONS.

6. CONCRETE WATERWAY SHALL BE SLOPED TO THE MIDDLE AT 1" VERTICALLY PER 18" HORIZONTALLY MINIMUM. ENSURE

WATERWAYS DRAIN TO ROAD SHOULDER WITHOUT PONDING.

7. NO PULVERIZED ASPHALT SHALL BE VISIBLE AT COMPLETION OF THE PROJECT.

8. WHERE NEW ROADS ARE BUILT OVER EXISTING PULVERIZED ASPHALT, CONSTRUCT SUBGRADE WITH COMPACTED CRUSHED AGGREGATE - GRADING "C" OR PULVERIZED ROAD BASE. DO NOT PLACE SELECT BORROW OR OTHER NATIVE FILL

%%UTYPICAL RESTROOM PULLOUT ROAD SECTION

A R

LIMIT\A1;4'-0" MIN.

'-0

U T

NATURAL GROUND

A R

LIMIT

14'-0"

TRAVEL LANE

\A1;3'-0"

(SEE

NOTE

\A1;6" \A1;3'-0"

%%UCONCRETE WATERWAY DETAIL

2:1 MAX.

3:1

%%UTYPICAL 14' OR 22' 2%%% SLOPED ASPHALT ROAD SECTION

A R

\A1;4'-0" MIN.

\A1;14'-0" OR 22'-0" TRAVEL LANE

2% SLOPE

NATURA…

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File details come from the government source that posted it. Updated Apr 26, 2022.