Attachment_1_-_DRAFT_Maps_and_Drawings.pdf

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Attached to
Angel Creek Campground Remodel Federal contract opportunity
Solicitation number
1282MK20R0001
Issued by
Department of Agriculture Forest Service R2-Rocky Mountain Region

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Attachment 1 - DRAFT Maps and Drawings

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DRAFT_Statement_of_Work.pdf PDF

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PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

01 16

DIRECTIONS FROM OURAY, COLORADO. TRAVEL SOUTH ON US-550

FOR 0.6 MILES. TURN RIGHT ON CAMP BIRD ROAD AND CONTINUE

FOR 2.0 MILES. TURN RIGHT AT THE ENTRANCE FOR ANGEL CREEK

CAMPGROUND. TOTAL TRAVEL TIME FROM OURAY IS 11 MINUTES OR

2.8 MILES.

LATITUDE = 38.00197°

LONGITUDE = -107.69454°

ANGEL CREEK CAMPGROUND

REMODEL

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COLORADO

OURAY COUNTY

GRAND MESA, UNCOMPAHGRE AND GUNNISON NATIONAL FORESTS

R2 ROCKY MOUNTAIN REGION

REVIEWED BY:

PROJECT MANAGER DATE

FOREST ENGINEER DATE

RECOMMENDED BY:

DISTRICT RANGER DATE

FOREST SUPERVISOR DATE

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INDEX OF SHEETS

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SHEET

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SHEET TITLE

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COVER SHEET

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ESTIMATED QUANTITIES

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SITE PLAN A

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SITE PLAN B

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SITE PLAN C

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SITE PLAN NEW ROAD CROSS SECTIONS

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CROSS SECTIONS A

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CROSS SECTIONS B

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CROSS SECTIONS C

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ROAD, TURNOUT, TURNPIKE DETAILS

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SPUR DETAILS

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CAMP SITE DETAILS

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CULVERT INSTALLATION DETAILS

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BARRIER ROCK DETAILS

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GRADE DIP DETAILS

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TOILET DETAILS

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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ROCKY MOUNTAIN REGION

ANGEL CREEK CG

REMODEL PROJECT

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

ESTIMATED

QUANTITIES

10/02/2019

B. BARRETT

B. BARRETT

R-02

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ESTIMATE OF QUANTITIES (DRAFT)

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BMP (FT)

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EMP (FT)

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ITEM #

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DESCRIPTION

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ADDITIONAL NOTES

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UNIT

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QUANTITY

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AutoCAD SHX Text 15101

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MOBILIZATION

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INCLUDES PERMITS, INSURANCE, AND BONDS

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LUMP SUM

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AutoCAD SHX Text 15713

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SOIL EROSION AND POLLUTION CONTROL

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LUMP SUM

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CONSTRUCTION SURVEY AND STAKING

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CONVENTIONAL SURVEY METHOD, TOLERANCE <E> (TABLE 204-2)

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LUMP SUM

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REMOVAL OF CULVERTS

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DISPOSE OFF SITE

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EACH

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AutoCAD SHX Text A) 1040 & 2055 B) 315 & 370 C)2135-2735

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EXCAVATION AND EMBANKMENT

AutoCAD SHX Text A) EXCAVATE FOR 2X VAULT TOILETS B) EXCAVATE TO REMOVE 2X CMP AND INSTALL NEW (24''X32') CMP-STEEL C) FOR NEW ROAD CONSTRUCTION

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CUBIC YARDS

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A) 50 B) 80 C) EXCAVATION=85.471; EMBANKMENT=49.5618

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AGGREGATE SURFACING

AutoCAD SHX Text A) PLACE AND COMPACT 4'' DEPTH AGGREGATE SURFACING (1.5'' MINUS MATERIAL) ON EXISTING ROAD, NEW ROAD, AND SPURS- COMPACTION METHOD 204.11A(1) B) PLACE AND COMPACT 4'' DEPTH (ROUND ROCK SAND BLEND) ON EXISTING AND NEW TENT PADS, SINGLE/DOUBLE UNITS, AND ON PATHWAYS- COMPACTI0N METHOD 6 (204.11F)

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CUBIC YARDS

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CULVERT INSTALLATION (24'', 16 GAUGE)

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24''X32' CMP-STEEL

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LINEAR FOOT

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INSTALL VAULT TOILET

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INSTALL 2X BOOM CLOVERMIST STANDARD TOILETS OR APPROVED EQUAL

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EACH

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CONSTRUCT 10 NEW CAMP SITES

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INCLUDES SPURS, TENT PADS, SINGLE/DOUBLE UNITS, AND SITE POSTS (SEE DRAWINGS)

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EACH

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PICNIC TABLES

AutoCAD SHX Text 8 NEW 8FT BROWN, THERMO-PLASTIC COATED EXPANDED METAL PICNIC TABLE, ADA ACCESSIBLE (MATCH EXISTING)

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EACH

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FIRE RINGS

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8 NEW STEEL FIRE RINGS WITH "FLIP BACK GRATE" DIAMETER=2'9'' (MATCH EXISTING)

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EACH

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SEED-DRY METHOD

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SEED ALL DENUDED AND DECOMMISSIONED AREAS WITH APPROVED, NATIVE SEED MIX

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ACRE

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INSTALLATION OF ROAD SIGN

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INSTALL "ONE WAY" SIGN

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EACH

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AGGREGATE BEDDING

AutoCAD SHX Text PROVIDE APPROVED BEDDING MATERIAL FOR A) 24''X32' CMP INSTALLATION AND B) 2X VAULT TOILETS (USE NATIVE MATERIAL IF ACCEPTABLE, OTHERWISE USE 1.5'' MINUS MATERIAL)

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CUBIC YARDS

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OPTIONAL BID ITEMS

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BMP (FT)

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EMP (FT)

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DESCRIPTION

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QUANTITY

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ROADWAY RECONDITIONING

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MILE

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RECONDITION 6X EXISTING CAMP SITES

AutoCAD SHX Text A) CONSTRUCT SINGLE/DOUBLE UNITS, PLACE AND COMPACT ROUND ROCK SAND BLEND SURFACING B) CONSTRUCT DOUBLE UNIT AND ADDITIONAL TENT PAD AT ONE EXISTING SITE TO MAKE A DOUBLE SITE (SEE DRAWINGS)

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EACH

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EXCAVATION AND EMBANKMENT

AutoCAD SHX Text A) CONSTRUCT TURNPIKE (135' LENGTH, 3' HEIGHT, 12' ROAD SURFACE) B) EXCAVATE FOR 18''X44' CMP INSTALLATION

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CULVERT INSTALLATION (18'', 16 GAUGE)

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PROVIDE BEDDING MATERIAL FOR 18''X44' CMP INSTALLATION

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DATE

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DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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ROCKY MOUNTAIN REGION

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REMODEL PROJECT

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

SITE PLAN-

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10/02/2019

B. BARRETT

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DAY USE PARKING TO REMAIN

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361 (CAMP BIRD ROAD)

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ANGEL CREEK CG ACCESS ROAD

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RESEED DENUDED AREAS

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RESEED DENUDED AREAS

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EXISTING DUMPSTER

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DATE

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DWG SHEET NO.

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REMODEL PROJECT

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GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

SITE PLAN- ACCESS

ROAD

10/02/2019

B. BARRETT

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R-04

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AutoCAD SHX Text REMOVE 2x EXISTING CMPS AND INSTALL NEW 24''x32' CMP STL (SEE DETAIL SHEET 13)

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OUTSLOPE TO GET WATER OUT OF MIDDLE OF ROAD

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APPROXIMATE TOILET LOCATION (SEE DETAIL SHEET 16)

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NEW SITE LOCATIONS APPROXIMATE (SEE DETAIL SHEETS 11 AND 12)

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SCATTER EXCESS TREES AND SLASH ON STEEP FILL SLOPE TO PREVENT EROSION

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CONSTRUCT 4' WIDE (20') LENGTH PATHWAY WITH COMPACTED AGGREGATE SURFACE

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GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

SITE PLAN- NEW

ROAD & SITES

10/02/2019

B. BARRETT

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TENT PAD

AutoCAD SHX Text INSTALLl 50' LENGTH WOODEN POST OR BOULDER BARRIER (SEE DETAIL SHEET 14)

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ONE WAY SINGLE LANE 12'

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ONE WAY SINGLE LANE 12'

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ONE WAY SINGLE LANE 12'

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CONSTRUCT 4' WIDE PATH WITH 2'' DEPTH COMPACTED AGGREGATE SURFACE

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CONSTRUCT TURNOUT FOR NEW SITE (SEE DETAIL SHEETS 11 AND 12)

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DECOM EXISTING TENT PAD

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TENT PAD

AutoCAD SHX Text DECOM (SCARIFY AND SEED) 200' EXISTING SPUR AND TP. RELOCATE SPUR; CONSTRUCT NEW SITE

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SEED SKID TRAIL AND REMOVE LARGE STUMPS (DISPOSE IN APPROVED AREA)

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SEED ALL DISTURBED AREAS

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APPROXIMATE TOILET LOCATION (SEE DETAIL SHEET 17)

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INSTALL "ONE WAY" SIGN

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CONSTRUCT BOULDER BARRIER 15' LENGTH (SEE DETAIL SHEET 14)

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POSSIBLE TREE & SLASH DISPOSAL AREA (SCATTER)

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NEW SITE (SEE DETAIL SHEET 12)

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EXISTING SITE MAKE DOUBLE SITE (SEE DETAIL SHEET 12)

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NEW SITE (SEE DETAIL SHEETS 11 & 12)

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CONSTRUCT PARKING SPURS FOR ALL NEW SITES. (SEE DETAIL SHEET 11)

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CONSTRUCT GRADE DIP (SEE DETAIL SHEET 15)

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BEGIN NEW ROAD CONSTRUCTION

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United States Department of Agriculture Forest Service

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GUNNISON NATIONAL

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10/02/2019

B. BARRETT

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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G;

R02

ROCKY MOUNTAIN REGION

ANGEL CREEK CG

REMODEL PROJECT

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

NEW ROAD

X-SECTIONS 1

10/02/2019

B. BARRETT

B. BARRETT

R-07

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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DW

G;

R02

ROCKY MOUNTAIN REGION

ANGEL CREEK CG

REMODEL PROJECT

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

NEW ROAD

X-SECTIONS 2

10/02/2019

B. BARRETT

B. BARRETT

R-08

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/3/

:4 4 B

RY

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DW

G;

R02

ROCKY MOUNTAIN REGION

ANGEL CREEK CG

REMODEL PROJECT

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

NEW ROAD

X-SECTIONS 3

10/02/2019

B. BARRETT

B. BARRETT

R-09

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12'

V

H

BASE COURSE

ROADSIDE DITCH

TYPICAL ROAD TEMPLATE

PROFILE VIEW

NOT TO SCALE

16'

24'

V

H

V

H

V

H

2'

4" OF COMPACTED CRUSHED AGGREGATE AS

SPECIFIED IN THE DESCRIPTION OF WORK.

COMPACTION METHOD 20411(A).

CLEARING

LIMITS

EXISTING GROUND

TYPICAL ROAD TURNOUT

PLAN VIEW

NOT TO SCALE

15' 30' 15'

TURNOUT AREA

C/L ROAD

12'

BASE COURSE

TYPICAL TURNPIKE TEMPLATE

PROFILE VIEW

NOT TO SCALE

14'

20'

V

H

4" DEPTH COMPACTED CRUSHED AGGREGATE

(1.5'' MINUS MATERIAL). COMPACTION METHOD 20411(A).

4% CROWN

EXISTING GROUND

V1:H3

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/3/

:4 4 B

RY

AN

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D

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DW

G;

R02

ROCKY MOUNTAIN REGION

ANGEL CREEK CG

REMODEL PROJECT

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

ROAD, TURNOUT, AND

TURNPIKE DETAILS

10/02/2019

B. BARRETT

B. BARRETT

R-10

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/3/

:4 4 B

RY

AN

BA

RR

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T

C:

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AM

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UN

D

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EC

T.

DW

G;

R02

ROCKY MOUNTAIN REGION

ANGEL CREEK CG

REMODEL PROJECT

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

SPUR DETAILS

10/02/2019

B. BARRETT

B. BARRETT

R-11

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TREATED TIMBER

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THIS AREA TO BE MAX. 2%

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CROSS-SLOPE.

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RETAIN ALL TREES

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UNLESS OTHERWISE

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DIRECTED

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POST WITH ROUTED

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UNIT NO. (LOCATION OPT.)

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NATIVE STONE BARRIER

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OR GUARDRAIL (OPTIONAL)

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TENT

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PAD

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FIRE RING

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CURVED CAMP SPUR

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TABLE

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VARIES

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EL.

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SEE SITE PLAN FOR SPECIFIC

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LOCATION OF SPUR.

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SECTION A-A

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ANGLE OF SPUR TO ROAD SHALL

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NOT BE MORE THAN 60 DEGREES

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NOR LESS THAN 30 DEGREES.

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TRAFFIC

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DIRECTION

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NOTE: SPUR IS LEVEL FROM

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NATIVE ROCK AND POST BARRIER

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2%%% MAX. GRADE

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ROAD

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TYPICAL PROFILE SHOWING SPUR IN CUT OR FILL

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NOTE;

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SPUR TO BE PARKED ON THE FLATEST SECTION.

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(OPTIONAL)

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PULL THRU

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PICNIC TABLE

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FIRE RING

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4 X 4 POST WITH ROUTED

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UNIT NO. (LOCATION OPT.)

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KEEP VEGETATION LOW IN

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THIS AREA TO MAINTAIN

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SITE LINE TO ONCOMING

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TRAFFIC.

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NATIVE STONE BARRIER OR

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GUARDRAIL (OPTIONAL.)

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CAMP SPUR

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/3/

:4 4 B

RY

AN

BA

RR

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C:

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AM

PG

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UN

D

PR

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EC

T.

DW

G;

R02

ROCKY MOUNTAIN REGION

ANGEL CREEK CG

REMODEL PROJECT

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

PAD DETAILS

10/02/2019

B. BARRETT

B. BARRETT

R-12

AutoCAD SHX Text 8 FT THERMO-PLASTIC COATED EXPANDED METAL PICNIC TABLE, BROWN, ADA ACCESSIBLE (MATCH EXISTING)

AutoCAD SHX Text CONSTRUCT NEW TENT PAD 12'x12' WITH 4'' DEPTH COMPACTED AGGREGATE SURFACE AND TREATED TIMBER FRAME

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STEEL FIRE RING WITH FLIP BACK GRATE DIAMETER=2'9'' (MATCH EXISTING)

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4'' DEPTH COMPACTED AGGREGATE SURFACE

AutoCAD SHX Text 4''x4'' TREATED TIMBER FRAME

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C) DOUBLE UNIT (PLAN VIEW)

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B) SINGLE UNIT (PLAN VIEW)

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2-4% OUTSLOPE (AS STAKED)

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4'' DEEP DRAINAGE SWALE

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4H:1V CUT MAXIMUM

AutoCAD SHX Text 6H:1V FILL SLOPE (LESS THAN 3-FOOT FILL) 4H:1V FILL SLOPE (GREATER THAN 3-FOOT FILL)

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UNIT & TENT PAD CUT & FILL (SECTION VIEW)

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NATIVE SOIL

AutoCAD SHX Text CONSTRUCT NEW SINGLE UNIT WITH 4'' DEPTH COMPACTED AGGREGATE SURFACE AND TREATED TIMBER FRAME

AutoCAD SHX Text CONSTRUCT NEW DOUBLE UNIT WITH 4'' DEPTH COMPACTED AGGREGATE SURFACE AND TREATED TIMBER FRAME

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A) TENT PAD (PLAN VIEW)TENT PAD (PLAN VIEW)

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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ROCKY MOUNTAIN REGION

ANGEL CREEK CG

REMODEL PROJECT

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

CULVERT

INSTALLATION

DETAILS

10/02/2019

B. BARRETT

B. BARRETT

R-13

AutoCAD SHX Text

TYPICAL SKEW DETAIL

AutoCAD SHX Text 5ft. Min.

AutoCAD SHX Text 5ft.

AutoCAD SHX Text

%%UPROFILE ALONG DITCH%%

AutoCAD SHX Text Road subgrade

AutoCAD SHX Text Ditch bottom

AutoCAD SHX Text Ditch block top

AutoCAD SHX Text 6in.

AutoCAD SHX Text 6in.

AutoCAD SHX Text 24in.

AutoCAD SHX Text 4ft. Min.

AutoCAD SHX Text 4ft. Min.

AutoCAD SHX Text As staked or

AutoCAD SHX Text 12in. Min

AutoCAD SHX Text of Items

AutoCAD SHX Text in the Schedule

AutoCAD SHX Text density called for

AutoCAD SHX Text compacted to

AutoCAD SHX Text 6in. loose layers

AutoCAD SHX Text Bedding material

AutoCAD SHX Text 12in. Min.

AutoCAD SHX Text 1 - Diameter or 12in. whichever is less

AutoCAD SHX Text 6+05

AutoCAD SHX Text 6+00

AutoCAD SHX Text 5+10

AutoCAD SHX Text 5+00

AutoCAD SHX Text Skew 120%%d

AutoCAD SHX Text Skew 45%%d

AutoCAD SHX Text Ditch Block

AutoCAD SHX Text Normal Section

AutoCAD SHX Text Road subgrade

AutoCAD SHX Text %%uDITCH BLOCK%%

AutoCAD SHX Text %%uPLAN VIEW%%

AutoCAD SHX Text 20ft. Min.

AutoCAD SHX Text Cut Slope

AutoCAD SHX Text Ditch block

AutoCAD SHX Text Ditch bottom

AutoCAD SHX Text Ditch grade

AutoCAD SHX Text to settlement

AutoCAD SHX Text Culvert prior

AutoCAD SHX Text Camber

AutoCAD SHX Text 1% of culvert length

AutoCAD SHX Text Culvert

AutoCAD SHX Text or 4ft. Min.

AutoCAD SHX Text 1 1/2 Dia.

AutoCAD SHX Text the invert of the inlet.

AutoCAD SHX Text the invert being higher than

AutoCAD SHX Text Curve with no point along

AutoCAD SHX Text Camber shall be on a

AutoCAD SHX Text %%uCAMBER%%

AutoCAD SHX Text Natural Ground

AutoCAD SHX Text Place Invert on

AutoCAD SHX Text Natural Ground

AutoCAD SHX Text %%uTYPICAL INSTALLATION FOR CAMBER%%

AutoCAD SHX Text %%uTYPE II - FILL SECTION%%

AutoCAD SHX Text %%uTYPE I - SIDEHILL SECTION%%

AutoCAD SHX Text or Wing Ditch

AutoCAD SHX Text Natural Ground

AutoCAD SHX Text Discharge onto

AutoCAD SHX Text Normal Road Backslope

AutoCAD SHX Text Back Slopes

AutoCAD SHX Text Steeper than Adjacent

AutoCAD SHX Text Back Slope not to be

AutoCAD SHX Text

%%UTYPICAL CATCH BASIN DETAILS%%

AutoCAD SHX Text %%uSKEW DIAGRAM%%

AutoCAD SHX Text %%uTYPICAL BACKFILL DETAIL%%

AutoCAD SHX Text %%uTYPICAL CULVERT INSTALLATIONS%%

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text 12in.

AutoCAD SHX Text 12in. Min.

AutoCAD SHX Text 2ft.

AutoCAD SHX Text D + 4ft.

AutoCAD SHX Text less than 10% of D

AutoCAD SHX Text Rock

AutoCAD SHX Text %%uROCK FOUNDATION%%

AutoCAD SHX Text Soft material

AutoCAD SHX Text %%uYIELDING FOUNDATION%%

AutoCAD SHX Text %%uSUITABLE FOUNDATION%%

AutoCAD SHX Text Bedding material

AutoCAD SHX Text Bedding material

AutoCAD SHX Text Ground line

AutoCAD SHX Text Bedding material not

AutoCAD SHX Text %%uTYPICAL BEDDING DETAILS%%

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text

3. Ditch blocks shall be constructed where necessary to divert flow from ditch

AutoCAD SHX Text

2. Embankment more than 1 foot above the top of the pipe shall be compacted

AutoCAD SHX Text bottom of the pipe, FP-14 Section 602.

AutoCAD SHX Text

1. Bedding shall be suitable material, uniformly compacted and shaped to fit the

AutoCAD SHX Text V1:H1 1/2

AutoCAD SHX Text V1:1H

AutoCAD SHX Text V1:2H

AutoCAD SHX Text V1:H1 1/2

AutoCAD SHX Text V1:H1 1/2

AutoCAD SHX Text All Fills = Toe of Fill

AutoCAD SHX Text With a Min. of 5ft.

AutoCAD SHX Text from the Road Shoulder.

AutoCAD SHX Text 5ft. Min.

AutoCAD SHX Text 120%%d

AutoCAD SHX Text Min.

AutoCAD SHX Text 5ft. Min.

AutoCAD SHX Text 20ft. Min.

AutoCAD SHX Text As staked or

AutoCAD SHX Text as specified in FP14 - Section 204.

AutoCAD SHX Text lines into culverts.

AutoCAD SHX Text Install 1 U-Channel steel post w/2 object markers in road shoulder of oncoming vehicle. Place steel post on inlet side.

AutoCAD SHX Text OM-2-B (2 required per post) Type 2 Object Markers illustrated.

AutoCAD SHX Text Install 1 U-Channel steel post w/2 object markers in road shoulder of oncoming vehicle. Place steel post on inlet side.

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text 2ft. Min.

AutoCAD SHX Text V1:H1 1/2

AutoCAD SHX Text V1:H1 1/2

AutoCAD SHX Text Top of Road

AutoCAD SHX Text

PROJECT NAME

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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R02

ROCKY MOUNTAIN REGION

ANGEL CREEK CG

REMODEL PROJECT

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

BARRIER ROCK

DETAILS

10/02/2019

B. BARRETT

B. BARRETT

R-14

AutoCAD SHX Text NOTES: 1) SET FRACTURED OR SOILED SIDE OF ROCK INTO EARTH WITH WEATHERED SIDE FACING UP. SET FRACTURED OR SOILED SIDE OF ROCK INTO EARTH WITH WEATHERED SIDE FACING UP. 2) PLACE BARRIER ROCKS SO THEY APPEAR AS NATURAL. AVOID PLACING IN LONG ROWS WITH EQUAL PLACE BARRIER ROCKS SO THEY APPEAR AS NATURAL. AVOID PLACING IN LONG ROWS WITH EQUAL SPACING. 3) ROCKS WITHIN CONSTRUCTION AREA FOR SALVAGE AND USE SHALL BE APPROVED BY THE ROCKS WITHIN CONSTRUCTION AREA FOR SALVAGE AND USE SHALL BE APPROVED BY THE CONTRACTING OFFICER. 4) SEE SPECIFICATION 322205 FOR BARRIER ROCK SIZE. SEE SPECIFICATION 322205 FOR BARRIER ROCK SIZE. 5) ACTUAL SPACING SHALL BE STAKED. ACTUAL SPACING SHALL BE STAKED. 6) ROCKS LOCATED ON SITE.ROCKS LOCATED ON SITE.

AutoCAD SHX Text

ELEVATION VIEW

AutoCAD SHX Text Road Shoulder

AutoCAD SHX Text Existing Trees

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text Existing Trees

AutoCAD SHX Text

BARRIER ROCK - DETAIL

AutoCAD SHX Text

(NOT TO SCALE)

AutoCAD SHX Text

PROJECT NAME

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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R02

ROCKY MOUNTAIN REGION

ANGEL CREEK CG

REMODEL PROJECT

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

GRADE DIP

DETAILS

10/02/2019

B. BARRETT

B. BARRETT

R-15

AutoCAD SHX Text Traveled Way

AutoCAD SHX Text Natural

AutoCAD SHX Text Drainage

AutoCAD SHX Text Rip Rap fill slope

AutoCAD SHX Text where required.

AutoCAD SHX Text Rock crossing

AutoCAD SHX Text where required.

AutoCAD SHX Text Skew dip to match natural drainage

AutoCAD SHX Text %%uPERSPECTIVE VIEW

AutoCAD SHX Text

%%UPLAN VIEW

AutoCAD SHX Text

%%UPROFILE VIEW

AutoCAD SHX Text C Drainage

AutoCAD SHX Text L

AutoCAD SHX Text Dip

AutoCAD SHX Text Final Road Grade

AutoCAD SHX Text Downgrade

AutoCAD SHX Text Downgrade

AutoCAD SHX Text C Drainage

AutoCAD SHX Text L

AutoCAD SHX Text Rock grade dip

AutoCAD SHX Text where required

AutoCAD SHX Text 12IN. rock depth where Rock Grade Dip is required.

AutoCAD SHX Text NOTES: 1. DETAILS SHOWN ARE FOR AN OUTSLOPE, INSLOPE, OR FLAT ROADBED WITHOUT A DITCH. GRADE DIP SHALL BE CONSTRUCTED IN A DITCH SECTION BY TRANSITIONING THE DITCH FROM NORMAL DEPTH TO NORMAL GRADE ELEVATION FOR A SUFFICIENT DISTANCE TO PROVIDE DRAINAGE. 2. GRADE DIPS SHALL BE OUTSLOPED A MINIMUM OF TWO (2) PERCENT AND A MAXIMUM OF FOUR (4) PERCENT. 3. GRADE DIP OUTLETS WILL BE CONSTRUCTED INCIDENTAL TO THE CONSTRUCTION OF THE DIP UNLESS OTHERWISE SPECIFIED. 4. CONSTRUCT GRADE DIP ALONG CENTERLINE OF EXISTING DRAINAGE, NOT TO EXCEED 30 DEGREE SKEW ANGLE. 5. ROCK FOR ROCK GRADE DIP SHALL BE PROVIDED BY THE CONTRACTOR. ROCK SHALL BE PIT RUN AND WELL GRADED WITH MAXIMUM PARTICLE SIZE OF FOUR (4) INCHES. 6. CONTRACTOR SHALL STAKE ALL GRADE DIPS AND OTHER DRAINAGE FEATURES.

AutoCAD SHX Text

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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:4 4 B

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R02

ROCKY MOUNTAIN REGION

ANGEL CREEK CG

REMODEL PROJECT

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

TOILET DETAILS

10/02/2019

B. BARRETT

B. BARRETT

R-16

AutoCAD SHX Text NOTES: 1) USE BOOM CONCRETE USE BOOM CONCRETE PRECAST CLOVERMIST STANDARD VAULT TOILET (OR APPROVED EQUAL). 2) INCLUDE VENT SCREEN AND INCLUDE VENT SCREEN AND DOUBLE PLASTIC VAULT LINER. 3) PROVIDE 1' DEPTH BEDDING PROVIDE 1' DEPTH BEDDING MATERIAL (<2'' DIAMETER, FREE OF DELETERIOUS MATERIAL) TO SURROUND VAULT IF ON SITE MATERIAL IS INSUFFICIENT. 4) USE NON STAINED COLONIAL USE NON STAINED COLONIAL DRY STACK SIDING AND CEDARWOOD/TEAKWOOD ROOF (OR APPROVED EQUAL). 5) TOILET LOCATIONS ARE TOILET LOCATIONS ARE APPROXIMATE. 6) FOLLOW ALL FOLLOW ALL MANUFACTURERS RECOMMENDATIONS ON TRANSPORTATION, STORAGE, AND INSTALLATION.

AutoCAD SHX Text

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Sheets and Views
Angel Creek CAMPGROUND PROJECT-TITLE
Angel Creek CAMPGROUND PROJECT-Estimated Quantities
Angel Creek CAMPGROUND PROJECT-ENTRANCE
Angel Creek CAMPGROUND PROJECT-ACCESS RD
Angel Creek CAMPGROUND PROJECT-CG
Angel Creek CAMPGROUND PROJECT-xSEC PLAN
Angel Creek CAMPGROUND PROJECT-X-SECS1
Angel Creek CAMPGROUND PROJECT-X-SECS2
Angel Creek CAMPGROUND PROJECT-X-SEC3
Angel Creek CAMPGROUND PROJECT-RD
Angel Creek CAMPGROUND PROJECT-SPURS
Angel Creek CAMPGROUND PROJECT-PADS
Angel Creek CAMPGROUND PROJECT-CMP
Angel Creek CAMPGROUND PROJECT-BARRIER ROCK
Angel Creek CAMPGROUND PROJECT-GRADE DIP
Angel Creek CAMPGROUND PROJECT-Toilet

File details come from the government source that posted it.