Attachment 4 - Drawings - Combined Greybull WC 100 percent.pdf

6/2/20

DOUGLAS WISE Digitally signed by DOUGLAS WISE Date: 2020.06.02 11:18:57 -06'00'

A

ABC AGGREGATE BASE COURSE

AB ANCHOR BOLT

A/C AIR CONDITIONING

AC ACOUSTICAL

ACT ACOUSTICAL TILE

ADR ACCESS DOOR

AD AREA DRAIN

ADD ADDENDUM

ADH ADHESIVE

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AIP ABANDON IN PLACE

AL ALUMINUM

ALT ALTERNATE

ANOD ANODIZED

AP ACCESS PANEL

APPROX APPROXIMATE (LY)

ARCH ARCHITECT(URAL)

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AWG AMERICAN WIRE GAUGE

AUTO AUTOMATIC

B

BD BOARD

BATT INSULATION

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK(ING)

BM BEAM

BOL BEGINNING OF LINE

B.O. BOTTOM OF

BR BACKER ROD

BS BOTH SIDES

BSMT BASEMENT

BW BOTH WAYS

C

CAB CABINET

CAL CALIBER

CB CATCH BASIN

CFM CUBIC FEET/MINUTE

CGR COILING GRILLE

CI CAST IRON

CIPC CAST-IN-PLACE CONCRETE

CJ CONTROL JOINT

CKT CRICKET

CL CENTERLINE

CLG CEILING

CLR CLEAR(ANCE)

CM CENTIMETER(S)

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CTR CENTER

CO CONTRACTING OFFICER

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS OR CONTINUE

COORD COORDINATE

COR CONTRACTING OFFICER REPRESENTATIVE

CP CONTROL POINT

CPT CARPET (ED)

CNTR COUNTER

CW COLD WATER

CWK CASEWORK

CX CONNECTION

CY CUBIC YARD

D

DBL DOUBLE

DEMO DEMOLISH, DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DISP DISPOSAL

DN DOWN

DR DOOR

DS DOWNSPOUT

DSPR DISPENSER

DTL DETAIL

DWG DRAWING

DW DISHWASHER

SYMBOLS

ANGLE

@ AT

x BY

℄ CENTER LINE

CHANNEL

° DEGREES

Ø DIAMETER

ɸ ELECTRICAL PHASE

' FOOT

FLOWLINE

" INCH

d PENNY

PERPENDICULAR

PITCH, SLOPE

⅊ PROPERTY LINE, PLATE

# POUND

E

E EASTING

EA EACH

EB EXPANSION BOLT

EC ELECTRICAL COOKTOP

EG EXISTING GRADE

EJ EXPANSION JOINT

EL ELEVATION

ELL ELBOW

ELEV ELEVATION

ENC ENCLOSURE

ENT ENTRANCE

EOP EDGE OF PAVEMENT

EOR EDGE OF ROAD

EP ELECTRICAL PANEL

EOL END OF LINE

EQ EQUAL

EQP EQUIPMENT

ESR ELASTIC SHEET ROOFING

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

F

FAA FEDERAL AVIATION ADMINISTRATION

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FEC FIRE EXTINGUISHER CABINET

FEX FIRE EXTINGUISHER

FFE FINISHED FLOOR ELEVATION

FG FINISHED GROUND

FH FIRE HYDRANT

FHS FIRE HOSE STATION

FIN FINISH(ED)

FL FLANGE

FLCO FLOOR CLEANOUT

FLG FLASHING

FLR(G) FLOOR(ING)

FND FOUNDATION

FOSF FACE OF STUD

FT FOOT, FEET

FTG FOOTING

G

GA GAUGE, GAGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACT (OR)

GF GOVERNMENT FURNISHED

GFCI GROUND FAULT CIRCUIT

INTERRUPTER

GL GLASS, GLAZING

GOVT GOVERNMENT

GR GRILLE

GRD GROUND

GS GALVANIZED STEEL

GSM GALVANIZED SHEET METAL

GUM GLASS UNIT MASONRY

GYPBD GYPSUM BOARD

H

H HIGH

HB HOSE BIBB

HC HOLLOW CORE

HDW HARDWARE

HDPE HIGH DENSITY POLYETHYLENE

HK HOOK(S)

HM HOLLOW METAL

HORZ HORIZONTAL

HP HIGH POINT

HR HOUR

HT HEIGHT

HTR HEATER

HVAC HEATING/VENTILATION/AIR

CONDITIONING

HW HOT WATER

HWH HOT WATER HEATER

HYD HYDRANT

I

ID INSIDE DIAMETER

IN INCH(ES)

INCL INCLUDE (D), (ING)

INFO INFORMATION

INS INSULATE (D), (ION)

INSUL INSULATION

INT INTERIOR

INV INVERT

IPS IRON PIPE SIZE

J

JAN JANITOR

JT JOINT

L

LAB LABORATORY

LAM LAMINATE (D)

LAV LAVATORY

LB POUND(S)

LF LINEAL, LINEAR FOOT

LIB LIBRARY

LIN LINEAL

LKR LOCKER

LL LIVE LOAD

M

MAINT MAINTAIN (ENANCE)

MAS MASONRY

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

MECH MECHANIC (AL)

MEDC MEDICINE CABINET

METL METAL

MFR MANUFACTURE (ER)

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MMB MEMBRANE

MO MASONRY OPENING

MR MOISTURE RESISTANT

MT MOUNT (ED), (ING)

MUTCD MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES

N

N NORTHING

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPT NATIONAL PIPE THREAD

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O

O/ OVER

OA OVERALL

OBS OBSCURE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPG OPENING

OPH OPPOSITE HAND

OPS OPERATIONS

ORD OVERFLOW ROOF DRAIN

OZ OUNCE

P

PAR PARALLEL

PED PEDESTRIAN

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNT PAINT(ED)

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PTN PARTITION

PTR PAPER TOWEL RECEPTOR

PVC POLYVINYL CHLORIDE

PVC POINT OF VERTICAL CURVE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENT

PVMT PAVEMENT

PWD PLYWOOD

Q

QTY QUANTITY

R

R RESISTANCE, RISER

RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REFERENCE, REFER TO

RECP RECEPTACLE

REINF REINFORCING

REQ REQUIRE (D)

RINS RIGID INSULATION

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RP RADIANT PANEL

S

S SOUTH

SBLK SPLASH BLOCK

SC SOLID CORE

SCH SCHEDULE

SD STORM DRAIN

SEC SECTION

SF SQUARE FEET

SGT STRUCTURAL GLAZED TILE

SH SHELF, SHELVING

SHT SHEET

SHTHG SHEATHING

SIM SIMILIAR

SIP STRUCTURAL INSULATED

PANEL

SND SANITARY NAPKIN DISPENSER

SNR SANITARY NAPKIN RECEPTOR

SPC SPACER/SHIM

SPEC SPECIFICATION (S)

SQ SQUARE

SSK SERVICE SINK

SS STAINLESS STEEL

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STO STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SWBD SWITCHBOARD

SYM SYMMETRICAL

T

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TB TEST BORING/TOWEL BAR

TEL TELEPHONE

TEMP TEMPERATURE

THK THICK (NESS)

THR THRESHOLD

THRU THROUGH

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CURB

TOP TOP OF PARAPET

TOS TOP OF SLAB

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TR TRANSOM

TRANSL TRANSLUCENT

TS TUBE STEEL

TV TELEVISION

TWB TREATED WOOD BLOCKING

TX TRANSFORMER

TYP TYPICAL

TZ TERRAZZO

U

UC UNDERCUT

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

UON UNLESS OTHERWISE NOTED

UR URINAL

V

VAR VARIABLE (VARIES)

VB VAPOR BARRIER

VC VERTICAL CURVE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

W

W WIDE OR WIDTH

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WH WALL HYDRANT

WP (G) WATER`PROOF (ING)

WPT WORK POINT

WR WATER RESISTANT

WWF WELDED WIRE FABRIC

X

XFMR TRANSFORMER CONTROL DEVICE

PROJECT SUMMARY:

RENOVATION OF SITE SOFTSCAPE AND HARDSCAPE TO

ACCOMMODATE RECONFIGURATION, RESURFACING AND

ACCESSIBILITY REQUIREMENTS, IN ADDITION TO ELECTRICAL AND

PLUMBING COMPONENTS ASSOCIATED W/ ADJACENT STRUCTURES

AND PROPOSED TRAILER PADS.

APPLICABLE CODES:

COMPLY W/ 2024 IBC, IEBC, IECC AND NFPA REQUIREMENTS, TYP.

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

ABBREVIATION SHEET

CDI

RPRITCHETT

T1.1

CP2

T

H

V

E

N

R

A

I

L

R

O

D

S

R

E

E

R

E

E

T

CREW QUARTERS

OFFICE

STG

STG

CP1

CP4

CP3

BONEYARD

APPROX. 9000 SF

E o o o o o o o

L

C

E

E

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

OVERALL SITE

DEVELOPMENT PLAN

AND SURVEY CONTROL

POINTS

J.KEHM

G.CHAVARRIA

G1.1

GENERAL NOTES

1. FIELD VERIFY EXISTING SITE CONDITIONS AND ANY EXISTING

UTILITIES PRIOR TO CONSTRUCTION.

2. COORDINATE WITH CONTRACTING OFFICER (C.O.) FOR

MINOR SHIFTS TO SITE LAYOUT.

3. ALL PARKING STRIPING IS SHOWN ONLY TO INDICATE

NUMBER OF PARKING STALLS. STRIPING ONLY OCCURS AT

ACCESSIBLE PARKING SPOTS, SEE DETAILS ON SHEET C2.2.

4. SEE UTILITY DRAWINGS FOR LAYOUT AND DETAILS.

RV TRAILER SITES

(3) TRAILER PARKING SITES

WITH UTILITY STRIP

CREW QUARTERS PARKING

(14) 10'x22' PARKING STALLS

(6) 9'x20 PARKING STALLS

NEW RETENTION POND

3:1 SIDE SLOPES, 2-3 FEET

DEEP, CAPACITY: 5000 CF

SITE CONTROL POINTS

DESCRIPTION

EASTNORTHCP#

CP1 5000.00 5000.00 REBAR 8000.0'

SURVEY DATA BASED ON NAD27 WYOMING EAST CENTRAL ZONE 4902

COORDINATE PROJECTION

ELEVATION

EXISTING TREES

x x

STAGING AREA FOR CONTRACTOR

EXISTING 1 FT. INTERVAL CONTOURS

EXISTING INDEX CONTOURS 8000

LEGEND

CHAINLINK FENCE

INFORMATIONAL SINGLE POST SIGN

INFORMATIONAL DOUBLE POST SIGN

CP3

CONTROL POINT

SURVEYED SPOT ELEVATION

EDGE OF NEW AGGREGATE SURFACE

o o o

WOOD POST AND RAIL FENCE

RV TRAILER SITE NUMBERRV3

SITE SYMBOLS

OE

CP2 4942.95 4706.50 REBAR 8001.7'

CP3 5169.91 4731.72 REBAR 8000.2'

CP4 5189.24 4862.18 REBAR 8001.5'

BONEYARD AREA

DURING CONSTRUCTION:

STAGING AREA FOR

CONTRACTOR..

OFFICE PARKING

(2) NEW PARKING STALLS

(1) ACCESSIBLE PARKING STALL

NEW CONCRETE SIDEWALK

EXISTING FIRE HYDRANT

EXISTING OVERHEAD POWER LINE

PP

EXISTING POWER / LIGHT POLE

SCALE OF FEET

6030030

EXISTING OFFICE

SEE OFFICE CONTRACT

DOCUMENTS

EXISTING CREW QUARTERS

SEE QUARTERS CONTRACT

DOCUMENTS

TRAILER PARKING AREA

COMPACTED AGGREGATE

SURFACE

EXERCISE YARD

CREW QUARTERS PARKING

NEW PARKING STALLS AND

(1) ACCESSIBLE PARKING STALL.

TIMBER LOADING RAMP

3' HIGH ON/OFF LOADING DECK

LARGE TRUCK PARKING

(3) 12'x23' PARKING X-LARGE STALLS

RV1

RV2

RV3

CONCRETE LANDING AND SIDEWALK

NEW CONCRETE LANDING AND CONCRETE

SIDEWALK TO PARKING AREA

KEY

EXISTING GRAVEL TO REMAIN. INSTALL 2"-4" OF COMPACTED

AGGREGATE OVER EXISTING GRAVEL SURFACE.

NEW COMPACTED AGGREGATE SURFACE REQUIRED.

EXISTING AGGREGATE SURFACE TO REMAIN. COORDINATE

LIMITS OF AREA WITH CONTRACTING OFFICER.

CONCRETE SURFACE

EXISTING GRAVEL TO REMAIN. INSTALL 4"-6" OF COMPACTED

AGGREGATE OVER EXISTING GRAVEL SURFACE.

NOTE

SEE SHEET C2.4 FOR COMPLETE AGGREGATE PLACEMENT

INSTRUCTIONS.

A

I

L

R

O

R

E

E

R

E

E

T

CREW QUARTERS

OFFICE

STG

STG

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SITE DEMOLITION PLAN

J.KEHM

G.CHAVARRIA

CD1.1

20 0 20 40

SCALE OF FEET

x xx

KEY NOTES

EXISTING EARTH BERM LOADING DOCK, REMOVE TIMBER WALLS

AND ANY SUBSURFACE CONCRETE.

EXISTING TREES TO BE REMOVED. CUT STUMP DOWN TO 6"

BELOW FINISHED GRADE.

EXISTING STORAGE BUILDINGS, PROTECT DURING

CONSTRUCTION.

REMOVE EXISTING NON-WORKING FIRE HYDRANT AND CURB

VALVE, CAP EXISTING WATER SUPPLY LINE FOLLOWING TOWN

OF GREYBULL REQUIREMENTS.

EXISTING WOOD POST AND RAIL FENCE, REMOVE FENCE AND

SALVAGE ANY MATERIAL THAT CAN BE REUSED.

EXISTING FENCE TO REMAIN, PROTECT DURING CONSTRUCTION.

EXISTING STOP SIGN TO REMAIN, REMOVE AND REINSTALL AS

NEEDED BY CONSTRUCTION INTERFERENCE.

EXISTING RADIO TOWER, PROTECT DURING CONSTRUCTION.

EXISTING LIGHT POLE, PROTECT DURING CONSTRUCTION.

REMOVE TIMBER BARRIERS AND ANY SUBSURFACE CONCRETE

FOOTER.

EXISTING CONCRETE APRON WITH CURB TRANSITION, PROTECT

DURING CONSTRUCTION.

REMOVE EXISTING CONCRETE PADS AND SIDEWALK.

EXISTING 100 AMP DISCONNECT FOR EXISTING TRAILER

PEDESTAL AT ELECTRICAL SERVICE #3. PROTECT DURING

CONSTRUCTION.

ELECTRICAL UTILITY PROVIDER TO REMOVE EXISTING 100 AMP

OVERHEAD SERVICE TO OFFICE.

REMOVE CONCRETE LANDING AND SIDEWALK TO PARKING

AREA, AND TWO STONE/MORTAR SITTING WALLS.

REMOVE TWO-UNIT ELECTRICAL PEDESTAL.

REMOVE EXISTING UNDERGROUND ELECTRICAL LINE AND

CONDUIT BETWEEN ELECTRICAL SERVICE #3 AND RV

PEDESTALS.

EXISTING LARGE TREE TO REMAIN, CONTRACTOR TO TRIM

BRANCHES AS SHOWN ON SHEET CD1.3.

GENERAL DEMOLITION NOTES

1. FIELD VERIFY EXISTING SITE CONDITIONS AND EXISTING UTILITIES

PRIOR TO CONSTRUCTION. EXISTING UNDERGROUND UTILITY ROUTING

IS NOT ACCURATE, THEY ARE SHOWN TO INDICATE TYPE AND

APPROXIMATE LOCATION ONLY.

2. CALL 811 [WYOMING ONE CALL] BEFORE YOU DIG.

PH1

CD1.2

PH2

CD1.2

PH3

CD1.2

PH7

CD1.2

PH5

CD1.2

PH4

CD1.2

PH6

CD1.2

EXISTING

VOLLEYBALL PIT

EXERCISE YARD

KEY

xx x x x x x x x x

PH9

CD1.2

x x x x x x x x x

PH10

CD1.3

PH11

CD1.3

PH12

CD1.3

PH13

CD1.3

PH14

CD1.3

x

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DEMOLITION

PHOTOGRAPHS

CDI

G.CHAVARRIA

CD1.2

PH1

FIRE HYRANT

CD1.1

PH2

RADIO TOWER AT OFFICE BUILDING

CD1.1

PH3

SMALL DECIDIOUS TREE IN YARD

CD1.1

PH4

FENCING AT EAST SIDE OF CREW QUARTERS

CD1.1

PH5

EARTH BERM LOADING DOCK

CD1.1

PH7

TRAILER ELECTRICAL PEDESTAL

CD1.1

KEY NOTES

REMOVE EXISTING FIRE HYDRANT AND CURB VALVE, DISPOSE OF OFFSITE. CAP EXISTING WATER SUPPLY LINE

FOLLOWING TOWN OF GREYBULL REQUIREMENTS.

EXISTING RADIO TOWER, PROTECT DURING CONSTRUCTION.

REMOVE EXISTING TIMBER BARRIER AND ANY CONCRETE FOOTERS, DISPOSE OF OFFSITE.

REMOVE EXISTING SMALL DECIDUOUS TREE, CUT STUMP DOWN TO 6" BELOW FINISH GRADE.

TYPICAL WOOD POLE AND RAIL FENCE, REMOVE SECTIONS OF FENCING AND CONCRETE FOOTERS AS SHOWN

ON SHEET CD1.1. SALVAGE ANY FENCING MATERIAL THAT CAN BE REUSED. UNUSED MATERIAL TO BE REMOVED

OFFSITE.

DEMOLISH EXISTING EARTH BERM LOADING DOCK, REMOVE TIMBERS AND ANY SUBSURFACE CONCRETE.

DISPOSE OF OFFSITE.

EXISTING STORAGE BUILDINGS, PROTECT DURING CONSTRUCTION.

REMOVE EXISTING ELECTRICAL PEDESTAL AND CONCRETE PAD. TERMINATE EXISTING WIRES INTO NEW

UNDERGROUND PULL BOX.

RE-USE EXISTING 100 AMP TRAILER PAD CIRCUIT BREAKER FOR NEW ELECTRICAL SERVICE AT TRAILER SITES

REMOVE EXISTING CONCRETE LANDING AND SIDEWALK TO PARKING AREA, DISPOSE OF CONCRETE OFF SITE.

REMOVE EXISTING STONE AND MORTAR SITTING WALLS, DISPOSE OF MATERIAL OFFSITE.

PH6

STORAGE BUILDING AT NORTH END OF SITE

CD1.1

PH8

ELECTRICAL SERVICE #3

CD1.1

PH9

EAST DOOR

CD1.1

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

VEGETATION

DEMOLITION

PHOTOGRAPHS

CDI

G.CHAVARRIA

CD1.3

PH12

CREW QUARTERS - NORTH SIDE TREES

CD1.1

PH10

OFFICE BUILDING - EAST SIDE TREES

CD1.1

KEY NOTES

REMOVE EXISTING TREES AND DISPOSE OF OFFSITE. CUT DOWN STUMPS TO 6" BELOW FINISH GRADE.

TRIM EXISTING TREE AS SHOWN ON PHOTOGRAPH. TRIM BACK ANY LIMB THAT OVERHANGS EXISTING OFFICE

BUILDING OR IS IN CLOSE CONTACT. COORDINATE WITH CONTRACTING OFFICER PRIOR TO TRIMMING.

PH13

CREW QUARTERS - WEST SIDE TREE CLUMP

CD1.1

PH11

OFFICE BUILDING - SOUTH END TREES

CD1.1

PH14

OFFICE BUILDING - NORTH SIDE LARGE TREE

CD1.1

1 1

APPROXIMATE TRIM LINE

A

I

L

R

O

R

E

E

R

E

E

T

CREW QUARTERS

OFFICE

STG

STG

BONEYARD

APPROX. 9000 SF

E o o o o o o o o o o o

E

E

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SITE DESIGN

PLAN

J.KEHM

G.CHAVARRIA

C1.1

20 0 20 40

SCALE OF FEET

GENERAL NOTES

1. FIELD VERIFY EXISTING SITE CONDITIONS AND ANY

EXISTING UTILITIES PRIOR TO CONSTRUCTION.

2. COORDINATE WITH CONTRACTING OFFICER (C.O.) FOR

MINOR SHIFTS TO SITE LAYOUT.

3. INSTALL PAVEMENT STRIPING ONLY IF ASPHALT OPTION IS

AWARDED.

4. SEE UTILITY DRAWINGS FOR LAYOUT AND DETAILS.

1" MINUS COMPACTED

AGGREGATE SURFACE

NEW CONSTRUCTION KEY

EXISTING WOOD POST

AND POLE FENCE

OFFICE BUILDING PARKING

· 8' WIDE CONCRETE WALK

· (2) STANDARD PARKING STALLS

· (1) ACCESSIBLE PARKING STALL

· (3) 6' CONCRETE WHEELSTOPS

· SEE SHEET C2.1 FOR CONCRETE DETAILS AND LAYOUT

· SEE SHEET C2.2 FOR TYPICAL PARKING DETAILS

RV TRAILER SITES

· (2) 16' WIDE AGGREGATE SITES, (1) 20' WIDE

ACCESSIBLE CONCRETE TRAILER SITE

· UTILITY STRIP WITH WATER, ELECTRICAL, AND

SEWER CONNECTIONS

· (3) 8' CONCRETE WHEELSTOPS

· SEE SHEETS C2.5 AND C2.6 FOR RV SITE DETAILS

WOOD POST AND POLE FENCE

· NEW FENCE ALIGNMENT, TIE

INTO EXISTING FENCE

CREW QUARTERS PARKING

· (6) STANDARD PARKING STALLS ADJACENT TO CREW QUARTERS

· (14) LARGE VEHICLE PARKING STALLS BY EXERCISE YARD

· (20) 6' CONCRETE WHEELSTOPS

· NO STRIPING, ONLY SHOWN TO INDICATE NUMBER OF STALLS

· SEE SHEET C2.2 FOR TYPICAL PARKING DETAILS

CREW QUARTERS PARKING

· (8) STANDARD 9' WIDE PARKING STALLS

· (1) ACCESSIBLE CONCRETE PARKING STALL

· (9) 6' CONCRETE WHEELSTOPS

ADDITIONAL OFFICE BUILDING PARKING

· (3) 12'x23' EXTRA-LARGE VEHICLE PARKING

STALLS

· (3) 6' CONCRETE WHEELSTOPS

EXISTING

CHAINLINK FENCE

UTILITY TRAILER PARKING AREA

· FINISH FINAL GRADE FOR EVEN

SURFACE, 2% MAX. SLOPE

· 6" DEEP COMPACTED 1" MINUS

AGGREGATE SURFACE

AGGREGATE MAIN ROAD

· 12' WIDE ROAD

· 1" MINUS COMPACTED AGGREGATE SURFACE

· SEE SHEET C2.4 FOR ROAD SECTIONS

AGGREGATE RV SITE ROAD

· 14' WIDE ROAD

· 1" MINUS COMPACTED AGGREGATE

SURFACE

· SEE SHEET C2.4 FOR ROAD SECTIONS

TIMBER LOADING RAMP

· SEE DETAILS ON SHEET C2.8

5000 CF RETENTION POND

· 3:1 SIDE SLOPES, 2-3 FEET

DEEP

· STABILIZE SIDES WITH

EROSION CONTROL FABRIC

8' WIDE GAP IN

FENCE FOR ACCESS

TO EXERCISE YARD

5' WIDE

CONCRETE

SIDWALK

AGGREGATE BONE YARD ROAD

· 12' WIDE ROAD

· COMPACTED 1" MINUS

AGGREGATE SURFACE

· SEE SHEET C2.4 FOR ROAD

SECTIONS

EXISTING

CONCRETE

APRON

EXISTING ELECTRICAL

POLE AND YARD LIGHT

RV1

RV2

RV3

EXISTING PIPE ON

EXTERIOR OF OFFICE

BUILDING, PROVIDE 2 FOOT

CLEARANCE AROUND PIPE

CONCRETE LANDING,

MATCH INTERIOR F.F.E. AT

THRESHOLD, SLOPE AWAY

FROM BUILDING AT 2%, SEE

DETAIL A, SHEET C3.1

CONCRETE SURFACE

8' WIDE

ACCESS AISLE,

NO STRIPING

BONEYARD AREA

DURING CONSTRUCTION: STAGING

AREA FOR CONTRACTOR. GRADE

SMOOTH WITH NATIVE MATERIAL

AND COMPACT AT COMPLETION,

APPLY SEED MIX AT DIRECTION OF

CONTRACTING OFFICER.

A

I

L

R

O

R

E

E

R

E

E

T

CREW QUARTERS

OFFICE

STG

STG

BONEYARD

APPROX. 9000 SF

E o o o o o o o o o o o

A

C

C

E

I S

L

E

O

R

I P

I N

G

T

Y

P

W

I

A

L L S

50'R

L

A

N

E

25'R

M

N

20'R

E

E

8'R

T

Y

P

L

A

R

G

H

I C

L

R

K

I N

G

W

I

A

L

L

S

W

I

R

K

I

G

A

L L S

8'R

50'R

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SITE LAYOUT

PLAN

J.KEHM

TC MICHAEL

C1.2

20 0 20 40

SCALE OF FEET

GENERAL NOTES

1. FIELD VERIFY EXISTING SITE CONDITIONS AND ANY

EXISTING UTILITIES PRIOR TO CONSTRUCTION.

2. DIMENSIONS OF NEW ROAD SURFACE TO FOLLOW

EXISTING AGGREGATE ROAD ARE APPROXIMATE.

STAKE EXTENT OF NEW ROAD SURFACING IN THE

FIELD FOR CONTRACTING OFFICER (C.O.)

APPROVAL PRIOR TO CONSTRUCTION.

3. COORDINATE WITH (C.O.) FOR MINOR SHIFTS TO

SITE LAYOUT.

4. PARKING STRIPING ONLY SHOWN TO INDICATE

NUMBER OF PARKING STALLS.

5. SEE UTILITY DRAWINGS FOR LAYOUT AND DETAILS.

NEW CONSTRUCTION KEY

EXISTING WOOD

POST AND POLE

FENCE

25' R

30' R

NEW WOOD

FENCE, TIE INTO

EXISTING FENCE

LEAVE 9' WIDE

GAP IN NEW

FENCE

8' WIDE CONCRETE

SIDEWALK, FLUSH WITH

PARKING SURFACE, NO LIP

SEE DETAIL ON SHEET C2.1

NEW WOOD POST AND RAIL FENCE, MATCH

EXISTING FENCE LOOK AND MATERIALS

OFFSET 3 FEET FROM PARKING EDGE, TYP.

TYPICAL TRAILER SITES, SEE

SHEET C2.4 FOR DETAILS

5' WIDE CONCRETE

SIDEWALK, FLUSH WITH

PARKING SURFACE, NO LIP

SEE DETAIL ON SHEET C2.1

TIE INTO EXISTING

CONCRETE APRONS,

NO LIP

EXISTING

CONCRETE

SIDEWALK

EXISTING CONCRETE

SIDEWALK AND PATIO

NEW ROAD SURFACE,

FOLLOW EXISTING

AGGREGATE ROAD

EDGE, TYP.

AGGREGATE EDGE 3'

AWAY FROM EXISTING

CHAINLINK FENCE

AGGREGATE ROAD

EDGE 9' AWAY FROM

EXISTING FENCE

NEW ROAD ALIGNMENT, TYP.

SEE SHEET C1.3 FOR LAYOUT

INFORMATION

CONCRETE LANDING AND SIDEWALK, MATCH

INTERIOR F.F.E. AT THRESHOLD, SLOPE

SIDEWALK AWAY FROM BUILDING AT 2% MIN.

1" MINUS COMPACTED

AGGREGATE OVERLAY

CONCRETE SURFACE

LOCATION OF RAMP TO BE

STAKED IN FIELD AND APPROVED

BY C.O. PRIOR TO CONSTRUCTION

A

I

L

R

O

R

E

E

R

E

E

T

CREW QUARTERS

OFFICE

STG

STG

BONEYARD

APPROX. 9000 SF

E o o o o o o o o o o o

L

C

E

E

NUMBER

L1

C1

L2

L3

C2

L4

STATION

0+00.0

PC 0+12.5

PI 0+24.4

PT 0+36.2

0+36.2

1+86.6

PC 1+91.5

PI 2+39.0

PT 2+53.0

2+53.0

NORTHING

4945.0

4953.5

4971.9

5101.8

5106.1

5152.5

EASTING

4726.1

4716.9

4702.1

4626.3

4623.8

4647.0

RADIUS

DELTA

16-56-04

113-41-38

TANGENT

LENGTH

12.5

11.9

150.4

4.9

47.5

201.8

BEARING

N47° 12' 39"W

N38° 44' 38"W

N30° 16' 36"W

N30° 16' 36"W

N26° 34' 13"E

N83° 25' 02"E

NUMBER

L5

STATION

0+00.0

NORTHING

5082.9

EASTING

4637.3

RADIUS DELTA

TANGENT

LENGTH

221.0

BEARING

N81° 55' 00"E

MAIN ROAD LAYOUT

RV SITE ACCESS ROAD LAYOUT

STATION BEARING

RV SITE #1

0+93.13

RV SITE #2

1+40.75

RV SITE #3

1+91.08

69.0

LENGTH (FT)

69.0

76.0

RV SITE LAYOUTS

S34° 36' 10.00"W

S34° 36' 10.00"W

S34° 36' 10.00"W

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

ROAD AND SPUR

ALIGNMENT

LAYOUTS

J.KEHM

G.CHAVARRIA

C1.3

20 0 20 40

SCALE OF FEET

GENERAL NOTES

1. FIELD VERIFY EXISTING SITE CONDITIONS AND

ANY EXISTING UTILITIES PRIOR TO

CONSTRUCTION.

2. COORDINATE WITH CONTRACTING OFFICER

(C.O.) FOR MINOR SHIFTS TO SITE LAYOUT.

3. SEE UTILITY DRAWINGS FOR LAYOUT AND

DETAILS.

KEY

EXISTING CONCRETE SURFACE

1" MINUS COMPACTED AGGREGATE

SURFACE

CONCRETE SURFACE

A

I

L

R

O

R

E

E

R

E

E

T

CREW QUARTERS

OFFICE

STG

STG

BONEYARD

APPROX. 9000 SF

E o o o o o o o o o o o

E

E

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DRAINAGE PLAN

J.KEHM

G.CHAVARRIA

C1.4

20 0 20 40

SCALE OF FEET

GENERAL DRAINAGE NOTES

1. PROVIDE 2% MIN. POSITIVE DRAINAGE AWAY

FROM ALL BUILDINGS.

2. DIRECT DRAINAGE ON SITE TOWARD RETENTION

POND WITH SURFACE GRADING. COORDINATE

WITH CONTRACTING OFFICER FOR ADDITIONAL

GRADING REQUIRED.

3. DRAINAGE ARROWS REFLECT GENERAL

DIRECTION TO PROVIDE DRAINAGE, SLOPES MAY

VARY. MINIMUM SLOPE IS 2%, MAXIMUM SLOPE

IS 8%. ALL DRAINAGE FLOW TO REMAIN ON SITE.

RETENTION POND

· 3:1 SIDE SLOPES, 3 FEET DEEP

· CAPACITY: 5000 CF

N

S

L O

P E

DRAINAGE FLOW DIRECTION

O

P

E

DRAINAGE SWALE

· CREATE 3' WIDE, .5' DEEP SWALE IN

MIDDLE OF PARKING AREA TO DIRECT

WATER TO RETENTION POND

KEY

DRAIN AWAY FROM EXISTING

BUILDING, DIVERT AROUND

NEW RV TRAILER SITES, TYP.

O

P

E

ACCESSIBLE PARKING

STALL, MAX. SLOPE IN

ANY DIRECTION IS 2%

EAST DOOR SIDEWALK,

SLOPE AWAY FROM

BUILDING LANDING AT 2%

MIN. SLOPE

TIE INTO EXISTING

PARKING AREA

AND SIDEWALK

EAST DOOR LANDING,

MATCH INTERIOR

F.F.E. AT THRESHOLD,

SLOPE LANDING AWAY

FROM BUILDING AT 1%

SLOPE

O

P

E

WEST DOOR SIDEWALK, MATCH

INTERIOR F.F.E. AT THRESHOLD,

SLOPE AWAY FROM BUILDING

AT 2% MAX. SLOPE

CONCRETE PAN OR AGGREGATE

SWALE, BEGIN ELEVATION 6"

BELOW F.F.E. OF OFFICE BUILDING

N

S

L O

P E

EXISTING CONCRETE SURFACE

1" MINUS COMPACTED AGGREGATE

SURFACE

CONCRETE SURFACE

36'-0"

RADIO

TOWER

A/C

UNIT

A/C

5'-0"

5'-0"

EDGE OF CONCRETE

ACCESSIBLE

PARKING SURFACE

OFFICE BUILDING

ACCESSIBLE PARKING SIGN,

2'-0" FROM EDGE OF

SIDEWALK OR MOUNT ON

BUILDING AS APPROVED BY

CONTRACTING OFFICER

EXISTING PIPE ON

EXTERIOR OF OFFICE

BUILDING, PROVIDE 2 FOOT

CLEARANCE AROUND PIPE

CONTROL JOINTS,

SPACE EVENLY

ACROSS SIDEWALK

EXISTING A/C UNIT AND

RADIO TOWER PAD,

PROTECT DURING

CONSTRUCTION

EXISTING A/C UNIT,

PROTECT DURING

CONSTRUCTION

2'-0"

2'-0"

CONCRETE

SIDEWALK WITH

LIGHT BROOM FINISH

PARKING STALLS,

TYP. SEE SHEET

C2.2 FOR LAYOUT

AND DETAILS

BACKFILL AND COMPACT

WITH NATIVE MATERIAL

AND FINISH FLUSH WITH

CONCRETE

P

MATCH INTERIOR

F.F.E. AT THRESHOLD,

MATCH INTERIOR

F.F.E. AT THRESHOLD,

B

C2.1

7'-0"

EDGE OF EXISTING

PARKING LOT

OFFICE BUILDING

CONTROL JOINTS,

SPACE EVENLY

ACROSS SIDEWALK

5' WIDE CONCRETE

SIDEWALK WITH

LIGHT BROOM FINISH

P

MATCH INTERIOR

F.F.E. AT THRESHOLD,

E

X

I S

T

I

C

N

C

R

E

W

L

K

MATCH EXISTING

CONCRETE WALK

ELEVATION, NO LIP

MATCH EXISTING

PARKING SURFACE

ELEVATION

MATCH LANDING FINISHED

GRADE, NO LIP BETWEEN

WALKWAY AND LANDING

EXISTING

PLANTER AREA

A

C2.1

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

CONCRETE WALKS AND

LANDING LAYOUTS

J.KEHM

G.CHAVARRIA

C2.0

CONCRETE LANDING AND WALKWAY AT OFFICE EAST DOOR

NO SCALE

A

C2.0

B

C2.0

NO SCALE

SIDEWALK AT OFFICE BUILDING PLAN

1/2" PRE-MOLDED JOINT MATERIAL,

FULL DEPTH OF SLAB

CONCRETE SURFACE

4" R

4" R

CONCRETE THICKNESS

CONCRETE

THICKNESS

CONCRETE SURFACE

x x x x

SLOPE 2% TOWARD LOWER GRADE

4" THICK CONCRETE WALKWAY,

LIGHT BROOM FINISH

COMPACTED

SUBGRADE, TYP.

6" COMPACTED

AGGREGATE BASE

5'-0" WALK

x x x

WELDED WIRE MESH

REINFORCEMENT

2" MIN.

TYP.

PARKING

AREA OR

TRAILER

SITE

8"4"

THICKENED

EDGE

#4 REBAR AT

TOE

SLOPE 2% AWAY FROM BUILDING

6" THICK CONCRETE SURFACE,

LIGHT BROOM FINISH

COMPACTED

SUBGRADE, TYP.

6" COMPACTED

AGGREGATE BASE

11'-0" WIDE LANDING AND WALK

#4 REBAR

EVERY 18" O.C.,

BOTH WAYS

2" MIN.

TYP.

PARKING

AREA

10"6"

THICKENED

EDGE

OFFICE INTERIOR

SLAB

MATCH ELEVATION OF F.F.E.

INSIDE BUILDING AT

THRESHOLD, NO LIP

ISOLATION JOINT

EXISTING

OFFICE

#4 REBAR

AT TOE

18" LONG #4

REBAR DOWEL

@ 24" O.C

ENTIRE LENGTH

OF APRON

9"

TYP

8'-0" SIDEWALK - SEE PLAN ON SHEET C3.1

SLOPE 2% AWAY FROM BUILDING

4" THICK CONCRETE

SURFACE, LIGHT

BROOM FINISH

COMPACTED

SUBGRADE, TYP.

6" COMPACTED

MINUS AGGREGATE

BASE

5'-0" WIDE LANDING

#4 REBAR

EVERY 18" O.C.,

BOTH WAYS

2" MIN.

TYP.

NEW

CONCRETE

WALKWAY

OFFICE INTERIOR

SLAB

MATCH ELEVATION OF F.F.E.

INSIDE BUILDING AT

THRESHOLD, NO LIP

ISOLATION JOINT

EXISTING

OFFICE

18" LONG #4

REBAR DOWEL

@ 24" O.C

ENTIRE LENGTH

OF APRON

9"

TYP

MATCH FINISH

GRADE, NO LIP

GENERAL CONCRETE NOTES

ALL CONCRETE FLATWORK TO BE AIR ENTRAINED

FIBERMESH CONCRETE WITH REINFORCEMENT STEEL

OR WELDED WIRE REINFORCEMENT AS NOTED ON

DETAILS.

CONTROL JOINT DETAIL

NO SCALE

E

C2.1

CONCRETE SIDEWALK SECTION

NO SCALE

C

C2.1

ISOLATION JOINT DETAIL

NO SCALE

D

C2.1

CONCRETE JOINT NOTES

1. CONTROL JOINTS ON

SIDEWALK AT 5 FEET O.C.

UNLESS OTHERWISE NOTED.

2. CONTROL JOINTS FOR

DUMPSTER AND FUEL SHED

SLAB AS NOTED ON DETAIL

DRAWINGS.

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

CONCRETE DETAILS

AND SECTIONS

J.KEHM

G.CHAVARRIA

C2.1

CONCRETE SIDEWALK SECTION AT OFFICE - WEST DOORS

NO SCALE

B

C2.1

A

C2.1

LANDING SECTION AT OFFICE BUILDING - EAST DOOR

EXISTING

CONCRETE

SIDEWALK

CONCRETE

WHEELSTOP TYP, SEE

DETAIL C, SHEET C2.3

4" STRIPING, TYP.

AGGREGATE

PARKING SURFACE

X

S

L O

P

R

E C

T I O

N

8'-0"

AISLE

4'-0"

9'-0"

STALL

O

C

4'-6" 9'-0" O.C.

TYP.

CREW QUARTERS

ACCESSIBLE PARKING

SPACE MARKER

CONCRETE

ACCESSIBLE

PARKING PAD

MATCH ELEVATION OF

EXISTING SIDEWALK, NO LIP

ACCESSIBLE PARKING SIGN, MOUNT ON TO

EXTERIOR WALL OF CREW QUARTERS, BOTTOM

OF SIGN 6'-0" ABOVE SIDEWALK ELEVATION

RADIO

TOWER

A/C

UNIT

A/C

OFFICE BUILDING

ACCESSIBLE PARKING SIGN,

2'-0" FROM EDGE OF SIDEWALK,

DO NOT BLOCK ANY WINDOW

EXISTING A/C

UNIT AND RADIO

TOWER PAD,

PROTECT DURING

CONSTRUCTION

P

O

C

4'-6" 9'-0" O.C.

TYP.

3'-0"

AISLE

9'-0"

STALL

6'-0"

AISLE

36'-0"

4'-6"

X

S

L O

P

R

E C

T I O

N

4'-0"

AGGREGATE

PARKING

SURFACE

4" STRIPING, TYP.

CONCRETE

WHEELSTOP

TYP, SEE DETAIL

C, SHEET C2.3

CONCRETE

ACCESSIBLE

PARKING PAD WITH

LIGHT BROOM FINISH

VAN ACCESSIBLE PARKING SIGN

NO SCALE

B

C2.2

R7-8, 12"x18" SIGN

COMPACTED SUBGRADE

FINISH GRADE

(2)

" DIA. STAINLESS

STEEL CARRIAGE BOLT

WITH VANDAL PROOF

NUT AND WASHER, TYP.

2" DIA. TUBE STEEL POST,

INSTALLED 2'-0" FROM BACK EDGE

OF SIDEWALK (TYP)

C

L E

A R

A N

C E

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

ACCESSIBLE

PARKING LAYOUTS

J.KEHM

G.CHAVARRIA

C2.2

SIGN NOTE

ACCESSIBLE PARKING SIGN

MOUNTED ON POLE AT OFFICE

BUILDING, SIGN MOUNTED

DIRECTLY ON BUILDING AT

CREW QUARTERS.

A

C2.2

NO SCALE

ACCESSIBLE PARKING LAYOUT AT CREW QUARTERS

C

C2.2

ACCESSIBLE PARKING LAYOUT OFFICE BUILDING

1'-0"

#5 REBAR 2'-0" LONG,

TAPER END TYP.

6' LONG CONCRETE WHEELSTOP,

POSITIONED IN CENTER OF PARKING

STALL, SEE DETAILS ON SHEET C2.2

18'-0" AT OFFICE PARKING

17'-0" AT CREW QUARTERS PARKING

SLOPE 2% MAX. IN

ANY DIRECTION

4" CONCRETE SLAB

FIBERMESH REINFORCED,

LIGHT BROOM FINISH

COMPACTED

SUBGRADE, TYP.

6" COMPACTED

" MINUS

AGGREGATE BASE

FINAL GRADE, BOTH

SIDES

THICKENED EDGE

AROUND PERIMETER

OF SLAB, TYP.

WHEEL STOP NOTES

1. 6' WIDE WHEEL STOPS TO BE

LOCATED WHERE INDICATED ON

SITE PLAN.

2. WHEEL STOP LOCATIONS TO BE

MARKED BY CONTRACTOR AND

FIELD APPROVED BY

CONTRACTING OFFICER PRIOR TO

INSTALLATION.

1'-6" 3'-0"

1'-6"

END OF PARKING

STALL

CAST 1" DIA. HOLES

THROUGH WHEEL

STOP AS SHOWN (2

EACH)

INSTALL WHEELSTOP

IN CENTER OF

PARKING STALL

9'-0" PARKING STALL

T

Y P

PARKING STALL

STEEL PINS FLUSH WITH

TOP OF CONCRETE

6' LONG CONCRETE

WHEELSTOP WITH

CHAMFERED TOP

COMPACTED

SUBGRADE

6" COMPACTED

MINUS AGGREGATE OR

CONCRETE SURFACE

" REBAR OR STEEL ROD,

TAPERED END, TYP.

1'-6" 1'-6"

CONCRETE

WHEELSTOP TYP, SEE

DETAIL D, THIS SHEET

1" MINUS

AGGREGATE

PARKING, TYP.

SURFACE

9'-0" O.C. TYP.

10'-0" O.C. LARGE VEHICLE

SEE SITE PLAN FOR LOCATIONS

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

PARKING LAYOUT

AND DETAILS

J.KEHM

G.CHAVARRIA

C2.3

ACCESSIBLE CONCRETE PARKING SLAB SECTION

NO SCALE

C2.3

A

ELEVATION VIEW

6' CONCRETE PARKING WHEELSTOP INSTALLATION

PLAN VIEW

C

C2.3

NO SCALE

B

C2.3

PARKING WHEELSTOP LAYOUT DETAIL

COMPACTED SUBGRADE

TO MEET ASSHTO T-99

COMPACTION

REQUIREMENTS

COMPACTED 1" MINUS AGGREGATE

SURFACE. SEE DETAIL C, THIS SHEET

FOR CLARITY ON AREA THICKNESS.

COORDINATE WITH CONTRACTING

OFFICER PRIOR TO PLACEMENT.

NEW AGGREGATE

ROAD EDGE, MATCH

EXISTING OR NEW

CONCRETE ELEVATION

O

P

E

FINISH GRADE AS

SHOWN ON PROFILE

T

Y

P

I

C

A

L

VARIES

F

O

P

E

VARIES

ROAD 2% CROSS SLOPE TO LOWER GRADE

C

L

6'-0" OR 7'-0" 6'-0" OR 7'-0"

EXISTING

GRADE

1" MINUS

COMPACTED

AGGREGATE

T

Y

P

I

C

A

L

U

O

P

E

SEE SITE PLAN FOR ROAD WIDTHS

TYPICAL SECTION NOTES

1. CUT SLOPES SHALL BE 3:1 NOMINAL OR AS STAKED IN THE FIELD, UNLESS NOTED

OTHERWISE.

2. FILL SLOPES SHALL BE 3:1 NOMINAL OR AS STAKED IN THE FIELD.

3. ALL AGGREGATE SURFACE COMPACTION SHALL BE TO 95 PERCENT OF AASHTO T-99

DENSITY.

4. EXCESS EXCAVATION MATERIALS SHALL BE USED IN TRAILER AND ROAD-BED

CONSTRUCTION.

5. UNSUITABLE EXCAVATION MATERIAL SHALL BE DISPOSED ON SITE AS DIRECTED BY THE C.O.

6. ALL THICKNESS SHOWN REFERS TO COMPACTED THICKNESS.

COMPACTED SUBGRADE

TO MEET ASSHTO T-99

COMPACTION

REQUIREMENTS

BONEYARD

APPROX. 9000 SF

E o o o o o o o o

E

E

A

I

L

R

O

R

E

E

T

CREW QUARTERS

OFFICE

STG

STG

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

ROADWAY SECTIONS

AND

SITE SURFACE

PLACEMENT

J.KEHM

G.CHAVARRIA

C2.4

A

C2.4

NO SCALE

AGGREGATE PARKING SURFACE SECTION

TYPICAL ROAD SECTION

NO SCALE

B

C2.4

C

C2.4

NO SCALE

AGGREGATE PLACEMENT KEY MAP

KEY

EXISTING GRAVEL TO REMAIN. INSTALL 2"-4" OF COMPACTED 1" MINUS OVER EXISTING GRAVEL SURFACE.

IN EXPANDED PARKING AREAS WHERE NO GRAVEL EXISTS, INSTALL 6" OF COMPACTED 1" MINUS

AGGREGATE. CONTRACTING OFFICER TO APPROVE FINAL GRADE.

6" DEEP 1" MINUS COMPACTED AGGREGATE SURFACE REQUIRED.

EXISTING AGGREGATE SURFACE TO REMAIN. COORDINATE LIMITS OF AREA WITH CONTRACTING OFFICER.

INSTALL 1"-2" OF COMPACTED 1" MINUS AGGREGATE IN LIMITED AREAS NEEDED TO BRING UP TO FINAL

GRADE.

CONCRETE SURFACE

INSTALL 4"-6" OF COMPACTED 1" MINUS OVER EXISTING GRAVEL SURFACE. IN EXPANDED PARKING AREAS

WHERE NO GRAVEL EXISTS, INSTALL 6" OF COMPACTED 1" MINUS AGGREGATE. CONTRACTING OFFICER TO

APPROVE FINAL GRADE.

GENERAL AGGREGATE NOTES

1. AREAS SHOW ARE APPROXIMATE. FIELD

VERIFY SITE CONDITIONS AND COORDINATE

WITH CONTRACTING OFFICER PRIOR TO

AGGREGATE PLACEMENT.

2. BLEND ALL EDGES OF OF AREAS TO CREATE

ONE SMOOTH CONTIGUOUS SURFACE.

X

M

A

X

1% SLOPE MAX.

N

R

A

M

P

R

A

M

P

EXISTING

UNDISTURBED

SUBGRADE

LEVELING PAD HINGE

NATURAL GROUND

WHEEL STOP

REGRADE EXISTING

SUBGRADE AND COMPACT

EXISTING

UNDISTURBED

SUBGRADE

WHEEL STOP

T

1% SLOPE MAX

5' TYP.

VARIABLE LEVELING PAD

ADDITIONAL

SUBGRADE

TIE INTO NEW

AGGREGATE

ROAD

TIE INTO NEW

AGGREGATE

ROAD

VARIABLE LEVELING PAD

5' TYP.

NATURAL

GROUND

LEVELING PAD HINGE

6" THICK COMPACTED 1"

MINUS AGGREGATE

SURFACE

6" THICK

COMPACTED 1"

MINUS AGGREGATE

SURFACE

D

C2.5

E

L

E

V

E

L

I

D

N

R

A

R

I

E

S

E

2'-0" 4'-0"

2'-0"

INSTALL WHEELSTOP IN

CENTER OF RV SITE

TRAILER BACK-IN SITE

N

REGRADE EXISTING

SUBGRADE AND COMPACT

EXISTING

UNDISTURBED

SUBGRADE

NATURAL

GROUND

TRAILER SITE LEVELING

PAD

0% CROSS SLOPE

16'-0"

6" THICK COMPACTED

1" MINUS AGGREGATE

SURFACE

ADDITIONAL

SUBGRADE

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

TRAILER SITE

SECTIONS AND

DETAILS

CDI

G.CHAVARRIA

C2.5

D

TYPICAL TRAILER PAD CROSS SECTION

C2.5

NO SCALE

A

TYPICAL TRAILER PAD CENTERLINE FILL SECTION

C2.5

NO SCALE

B

TYPICAL TRAILER PAD CENTERLINE CUT SECTION

C2.5

NO SCALE

GENERAL RV TRAILER NOTES

1. TRAILER SITE CAN SHIFT TO AVOID EXISTING OR

UNFORESEEN SITE CONDITIONS. APPROVAL BY

CONTRACTING OFFICER IS REQUIRED.

C

TRAILER SITE LAYOUT PLAN

C2.5

NO SCALE

WATER HYDRANT, SEE

DETAIL SHEET C2.7

END OF SPUR

ELECTRICAL PEDESTAL, SEE

ELECTRICAL SPECS

SEWER HOOKUP, SEE DETAIL

SHEET C2.7

AGGREGATE UTILITY

STRIP, TYP.

35'R

5'R

TIE AGGREGATE EDGE OF ROAD

WITH NEW TRAILER SITE

SURFACE, MATCH ELEVATION.

EXISTING

EDGE OF ROAD

COMPACTED 1"MINUS

AGGREGATE LEVELING PAD,

SEE SECTIONS ON THIS

SHEET

8' LONG

CONCRETE

WHEEL STOP

GENERAL RV UTILITY NOTES

1. UTILITY STRIP CAN SHIFT TO AVOID EXISTING OR UNFORESEEN

SITE CONDITIONS. CONTRACTING OFFICER TO APPROVE FINAL

LOCATION OF UTILITY STRIP AND TRAILER PADS.

ELECTRIC

2. ELECTRIC HOOK-UP LOCATION BASED ON ELECTRIC CODE NEC

2020 551.77(A).

3. THE ELECTRIC PEDESTAL SHALL BE 5 FT. FROM THE LEFT EDGE

OF THE UTILITY SLAB.

WATER/SEWER

4. 10 FEET SEPARATION REQUIRED BETWEEN WATER AND SEWER

LINES AND HOOKUPS.

CONCRETE WHEELSTOP INSTALLATION DETAIL

E

C2.5

PLAN VIEW

B

C2.6

E

L

E

V

E

L

I

D

R

A

R

I

E

S

E

T

L

L

CUT MATERIAL

EXISTING

UNDISTURBED

SUBGRADE

NATURAL

GROUND

CONCRETE

LEVELING PAD

0% CROSS SLOPE

20'-0"

6" THICK COMPACTED

1" MINUS AGGREGATE

BASE

ADDITIONAL FILL

SUBGRADE

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

ACCESSIBLE

CONCRETE TRAILER

SITE SECTION AND

LAYOUT

CDI

G.CHAVARRIA

C2.6

B

CONCRETE TRAILER PAD CROSS SECTION

C2.6

NO SCALE

GENERAL RV TRAILER NOTES

1. TRAILER SITE CAN SHIFT TO AVOID EXISTING OR

UNFORESEEN SITE CONDITIONS. APPROVAL BY

CONTRACTING OFFICER IS REQUIRED.

A

CONCRETE ACCESSIBLE TRAILER SITE LAYOUT PLAN

C2.6

NO SCALE

WATER HYDRANT, SEE

DETAIL SHEET C2.7

END OF SPUR

ELECTRICAL PEDESTAL, SEE

ELECTRICAL SPECS

SEWER HOOKUP, SEE DETAIL

SHEET C2.7

CONCRETE UTILITY

STRIP, TYP.

35'R

5'R

TIE AGGREGATE EDGE OF ROAD

WITH NEW TRAILER SITE

SURFACE, MATCH ELEVATION.

EXISTING

EDGE OF ROAD

LEVELING PAD, SEE

DETAILS ON THIS SHEET

8' WIDE

CONCRETE

WHEEL STOP

GENERAL RV UTILITY NOTES

1. UTILITY STRIP CAN SHIFT TO AVOID EXISTING OR UNFORESEEN

SITE CONDITIONS. CONTRACTING OFFICER TO APPROVE FINAL

LOCATION OF UTILITY STRIP AND TRAILER PADS.

ELECTRIC

2. ELECTRIC HOOK-UP LOCATION BASED ON ELECTRIC CODE NEC

2017 551.77(A).

3. THE ELECTRIC PEDESTAL SHALL BE 5 FT. FROM THE LEFT EDGE

OF THE UTILITY SLAB.

WATER/SEWER

4. 10 FEET SEPARATION REQUIRED BETWEEN WATER AND SEWER

LINES AND HOOKUPS.

CLEANOUT BODY AND

PVC THREADED PLUG

BRASS SASH CHAIN WITH THREADED SHOULDER

PATTERN EYE-BOLT SECURED WITH WASHER IN

CONCRETE AND WASHER AND S.S. NUTS IN PVC.

PLUG EYE BOLT SHALL TURN FREELY IN PLUG

2'-0" SQUARE

4" PVC

CONCRETE

BASE

M

I N

1'-3"

4% SLOPE MINIMUM TO

WASTEWATER LINE

ELEV. TOP OF

SLAB TO BE

APPROVED BY C.O.

SLOPE TO DRAIN

TOWARDS PIPE

CONCRETE BASE

CLEANOUT BODY AND

BASE PLUG (THREADED)

SLOPE CONCRETE

TO DRAIN TOWARDS

INLET

CONCRETE OR

AGGREGATE

SURFACE, SEE

SITE PLAN FOR

CLARITY

COMPACTED

SUBGRADE

RV TRAILER SITE,

SEE SHEET C2.4

FOR DETAILS

2'-0"

℄ OF

PIPE

5'-0"

2% MAX. SLOPE AWAY

FROM TRAILER SITE

2.5 GPM FLOW

CONTROL

ACCESSIBLE

FAUCET

ATTACH PIPE TO

POST WITH PIPE

STRAPS, TYP.

UNION 4" MIN

ABOVE GRADE

90° BEND

CURB VALVE, SEE

DETAIL B, SHEET

U3.1

" GSP

O

U T

L E

T

5'-0"±

1" HDPE

TRANSITION FROM HDPE

TO GSP UNION, 1" TO

" GSP

HOSE BIBB WITH VACUUM BREAKER

AND REMOVABLE TEE KEY

O

U T

L E

T

" TYP.

"Ø CARRIAGE BOLTS,

TYP. [6 TOTAL]

TOP OF POST AT

BACK

FINISH

GRADE

(2) 4x8 S4S TIMBER

POSTS WITH NOTCH

CUT FOR PIPE

1"Ø HOLE FOR

PIPE

FINISH GRADE

COUNTERSUNK

CARRIAGE BOLT, TYP.

" RADIUS

(2) 4x8 S4S TIMBER

POSTS WITH NOTCH

CUT FOR PIPE

30° CHAMFER

7"

1 2

CHANNEL

ROUTED IN POST

TREATED

TIMBER POSTS

1"

COUNTERSINK

GALVANIZED NUT

AND WASHER, 1"

MIN.

1"

"Ø x 6

" HOT DIP

GALVANIZED

CARRIAGE BOLT

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

TRAILER SITE

UTILITY DETAILS

CDI

G.CHAVARRIA

C2.7

G

TRAILER SITE SEWER HOOK-UP

C2.7

NO SCALE

WATER HYDRANT UTILITY STRIP SECTION

NO SCALE

NO SCALE

B

C2.7

ROUTED PIPE CHASE

NO SCALE

F

C2.7

ROUTED PIPE CHASE

NO SCALE

D

C2.7

HYDRANT PIPING SECTION

" SELF-CLOSING FAUCET

WITH FLOW RESTRICTOR

HYDRANT FIXTURES

SIDE VIEW

A

BACK VIEW

A

NO SCALE

C

C2.7

POST PLAN DETAIL

POST BOLT DETAIL

NO SCALE

E

C2.7

VACUUM BREAKER MANUAL

DRAIN FAUCET

B

B

C2.7

10'-0"

2'-10" 2'-10" 2'-10"

6x6 TREATED

ROUGH SAWN

TIMBER PIER,

TYP.

T

Y P

OVERLAP END

CORNERS, TYPICAL

BOTH SIDES. SEE

DETAIL C, THIS SHEET

DIRECT BURY PIERS,

COMPACTED SELECT

BACKFILL, TYP.

4"x8" REFLECTIVE

MARKER ON FRONT

PIERS, TYPICAL ALL

FRONT PIERS

22'-0"

6" TYP.

4'-0" 4'-0" 4'-0" 4'-0"

13'-6"

9'-6"

6'-0"

LEVELED AREA

1% SLOPE TOWARD BACK OF RAMP

6x6 TREATED

ROUGH SAWN

TIMBER SIDE,

TYP.

COMPACTED

SUBGRADE AND 1"

MINUS

AGGREGATE

SURFACE, SEE

GENERAL NOTE

#3.

4'-0"

17'-6"

21'-6"

6" TYP.

10'-0"

° 1

20'-5"

2'-10" 2'-10" 2'-10"9" 9"

6x6 TREATED

ROUGH SAWN

TIMBER, TYP.

6x6 TREATED

ROUGH SAWN

TIMBER, TYP.

OVERLAP SIDE WALL

ENDS, TYPICAL BOTH

CORNERS, SEE DETAIL

C, THIS SHEET

6" DEPTH

COMPACTED 1"

MINUS AGGREGATE

RAMP

LAG BOLT SIDE WALL TIMBERS

TO PIERS FROM INSIDE RAMP,

TWO BOLTS PER TIMBER,

TYPICAL BOTH SIDES.

LAG BOLT SIDE TIMBERS

TO PIER FROM INSIDE

RAMP AREA, TYP.

PIN CORNER TIMBERS

USING #4 REBAR OR

GALVANIZED SPIKE

NAILS, TYP.

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

TIMBER LOADING

RAMP DETAILS

J.KEHM

G.CHAVARRIA

C2.8

TIMBER AND AGGREGATE LOADING RAMP

NO SCALE

A

C2.8

TIMBER AND AGGREGATE LOADING RAMP

NO SCALE

B

C2.8

PLAN VIEW

FRONT VIEW

SIDE VIEW

CORNER OVERLAP CONNECTION

NO SCALE

C

C2.8

GENERAL NOTES

1. ALL MATERIAL TO BE PRESSURE TREATED ROUGH

SAWN 6x6 TIMBERS.

2. CONNECT SIDE TIMBER WALL WITH PIER USING

STAINLESS STEEL LAG BOLTS AND WASHER.

CONNECT WALL MEMBERS TO PIER FROM INSIDE

OF RAMP AREA. NO EXTERIOR BOLT

CONNECTIONS.

3. FILL RAMP WITH COMPACTED SUBGRADE AND

TOP WITH A 6" LAYER OF COMPACTED 1" MINUS

AGGREGATE. SLOPE AS SHOWN IN DETAILS,

SURFACE AT LEVELED OFF AREA TO BE FLUSH

WITH TOP OF LOADING RAMP, NO LIP.

4. DIRECT BURY ALL PIERS 3'-6" INTO GROUND.

COMPACT AROUND PIERS WITH SELECT

BACKFILL. COMPACT BACKFILL EVERY 12".

M

I N

GRADE

EXISTING

FABRIC

FILTER

END POST

N

F L

O W

F L

O W

POST

F

L

O

W

C

O

N

S

T

R

U

C

T

I

E

A

F

L

O

W

(2) 2"x2" WOOD STAKE PER HAY BALE, TYP.

N

STRAW BALES PLACED PERPENDICULAR TO

SLOPE GRADIENT. KEY BALES INTO GRADE.

PLACE SIDE BALES IN FRONT OF CENTER BALE

LEAVING 1-1/2' BETWEEN FRONT BALES.

STRAW BALES PLACED PERPENDICULAR TO

SLOPE GRADIENT. KEY BALES INTO GRADE.

PLACE SIDE BALES IN FRONT OF CENTER

BALE LEAVING 1-1/2' BETWEEN BALES.

POINT 'A'

POINT 'B'

POINT 'A'

POINT 'A'

POINT 'B'

POINT 'A'

END POINTS 'A' MUST BE

HIGHER THAN FLOW LINE

POINT 'B'

M I N

STAKED AND ENTRENCHED STRAW BALE

COMPACT SOIL TO PREVENT PIPING

SEDIMENT LADEN RUNOFF

(2) 2"x2" WOOD STAKE

PER HAY BALE, TYP.

FILTERED

SEEPAGE

BRACE WIRE

INSTALL BRACE WIRES AS

NEEDED FOR STABILITY TO

SUPPORT FENCE.

1-1/2'

STAKE

NOTE

STRAW BALES PROVIDED FOR

EROSION CONTROL STRUCTURES

SHALL BE CERTIFIED WEED FREE

1-1/2'

SILT FENCE INSTALLATION DETAIL

D

C2.9

NO SCALE

THREE STRAW BALE EROSION DETAIL

A

C2.9

NO SCALE

TYPICAL BALE INSTALLATION

C

C2.9

NO SCALE

FIVE STRAW BALE EROSION DETAIL

B

C2.9

NO SCALE

SILT FENCE SECTION

E

C2.9

NO SCALE

END SECTION

E

C2.9

GEOTEXTILE FABRIC TO BE

FASTENED SECURELY TO FENCE

POST BY USE OF WIRE TIES OR

HOG RINGS, 2 PER POST

TRENCH

APPROXIMATELY

6" DEEP x 6" WIDE

EMBED FILTER

FABRIC, BACKFILL

TRENCH WITH EARTH

AND COMPACT

FILTER FABRIC

4'-0" MIN FENCE POSTS DRIVEN

A MIN. 1'-0" INTO GROUND

ISOMETRIC VIEW

COMPACTED BACKFILL

BRACE WIRE

PLAN VIEW

X

END POINTS 'A' MUST

BE HIGHER THAN

FLOW LINE POINT 'B'

2"x2" WOOD STAKE

M I N

1'-6"

TYP.

BEGINNING OF

FABRIC FENCE

END OF FABRIC

FENCE

6'-0" O.C.

MAX.

STAKE

STAKE

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO. REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

EROSION CONTROL

DETAILS

CDI

G.CHAVARRIA

C2.9

4"x4" TREATED TIMBER

POST, TYP.

M.U.T.C.D. SIGN

M

I N

" DIA. GALVANIZED

STEEL CARRIAGE

BOLT, HEX NUT AND

WASHER

FINISHED GRADE

3'-0" MAX.

H

H

T Y

P

H

4"x4" TREATED TIMBER

POST, TYP.

FINISHED GRADE

(W)

3'-1" TO 6'-0" MAX.

T Y

P

M.U.T.C.D. SIGN

CENTERED ON POST

H

M

A X

W/5

TYP.

3W/5

H

H

M

I N

NOTE

SPACING FOR BOLTING ON WOOD POST

APPLICABLE ONLY FOR SIGNS THAT ARE

NOT PREDRILLED.

" DIA. GALVANIZED

PLATED CARRIAGE BOLT,

HEX NUT AND WASHER

2"x8", TYP.

4"x4" POST AND BRACE

4"x4" TREATED TIMBER

POST, TYP.

4"x6" SKIDS, TYP.

SANDBAGS FOR ADDED

STABILITY

2"x6", TYP.

2"x8", TYP.

AS REQUIRED

M

I N

6'-6" MAX.

M

I N

CLOSED FOR

CONSTRUCTION

AUTHORIZED PERSONNEL

ONLY BEYOND THIS POINT

CLOSED FOR

CONSTRUCTION

AUTHORIZED PERSONNEL

ONLY BEYOND THIS POINT

CONSTRUCTION SIGNAGE FOR PROJECT TRAFFIC CONTROL

ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS APPLICABLE TO THE PROJECT AND THE

"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MILLENNIUM EDITION" PUBLISHED BY THE U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION.

WORK ON THE PROJECT SHALL NOT BE STARTED UNTIL ALL REQUIRED SIGNS ARE IN PLACE AND APPROVED BY THE CO.

WHERE TRAFFIC IS MAINTAINED THROUGH OR OVER ANY PART OF THE PROJECT, THE CONTRACTOR WILL BE REQUIRED TO

MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT (INCLUDING CONNECTING ROADS) WITH WELL-MAINTAINED SIGNS.

SIGNS SHALL BE MOVED, ADDED TO, CHANGED OR REMOVED AS REQUIRED DURING THE PROGRESS OF CONSTRUCTION

AND REMOVED ENTIRELY WHEN THE PROJECT IS COMPLETED.

ALL SIGNS SHALL BE PLACED FOR BEST VISIBILITY AND LEGIBILITY, MAINTAINED IN GOOD CONDITION AND KEPT CLEAN AND

FREE OF DIRT AT ALL TIMES. CONTRACTOR'S VEHICLES AND EQUIPMENT MUST BE PARKED SO THAT SIGNS AND

BARRICADES ARE VISIBLE TO APPROACHING TRAFFIC AT ALL TIMES.

LOCATIONS FOR CONTROL DEVICES ARE TO BE APPROVED BY THE CO. IN ALL CASES WARNING SIGNS ARE TO BE PLACED

WELL IN ADVANCE OF THE HAZARD, THE DISTANCE DEPENDING ON TOPOGRAPHY AND EXISTING APPROACH SPEEDS.

ADDITIONAL MARKINGS AND ANY SPECIAL SIGNS REQUIRED FOR THE GUIDANCE AND PROTECTION OF TRAFFIC WILL BE

PLACED AS REQUIRED ON THE PROJECT AT THE CONTRACTOR'S EXPENSE.

ALL SIGNS SHALL BE RETRO-REFLECTIVE UNLESS OTHERWISE SPECIFIED ON THE PLANS. SIGNS SHALL HAVE A SCREEN

PROCESSED BLACK LEGEND AND BORDER ON ORANGE FLEXIBLE REFLECTIVE SHEETING, NON-EXPOSED LENS

BACKGROUND.

SIGN PANELS FURNISHED BY THE CONTRACTOR FOR USE ONLY DURING CONSTRUCTION MAY BE FABRICATED FROM

PLYWOOD, ALUMINUM, STEEL OR OTHER SUITABLE MATERIAL, BUT SHALL BE STABLE AND DURABLE ENOUGH TO MEET

OTHER REQUIREMENTS OF THIS STANDARD.

ALL MATERIAL SHALL BE SOUND AND DURABLE. BARRICADES, SIGNS, SYMBOLS AND LETTERING SHALL BE OF GOOD

WORKMANSHIP. UNEVEN LETTERING WILL NOT BE ACCEPTABLE. REFLECTIVE SHEETING SHALL BE OF THE SMOOTH

SURFACE TYPE.

ALTERNATE METHODS OF PROCESSING SIGNS OR THE SUBSTITUTION OF MATERIALS, SYMBOLS OR OTHER REFLECTING

ELEMENTS FOR PAINTED SYMBOLS WILL BE PERMITTED ONLY AFTER APPROVAL OF SUCH METHODS OR MATERIALS BY THE

CO IN WRITING.

SIGNS SHALL BE MOUNTED ON POSTS OR PORTABLE STANDS APPROVED BY THE CO.

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO. REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

CONSTRUCTION

SIGNAGE DETAILS

CDI

G.CHAVARRIA

C2.10

TYPICAL BARRICADE DETAILS

D

C2.10

TYPICAL SINGLE POST SIGN DETAIL

A

C2.10

NO SCALE

TYPICAL DOUBLE POST SIGN DETAIL

B

C2.10

NO SCALE

TYPICAL SIGN INSTALLATION

C

C2.10

NO SCALE

NOTES

1. ALL SIGNS TO BE FURNISHED IN ACCORDANCE WITH STANDARDS FOR FOREST

SERVICE SIGNS AND POSTERS AND MANUAL FOR UNIFORM TRAFFIC CONTROL

DEVICES.

2. ALL SIGN PANELS CONTRACTOR SUPPLIED.

3. ORANGE REFLECTIVE OR RETRO-REFLECTIVE SIGN BASE - SHEET REFLECTIVE

TYPE II OR III WITH BLACK LETTERS.

4. INSTALL SIGNS AT THREE LOCATIONS AS APPROVED BY THE CONTRACTING

OFFICER FOR THE DURATION OF CONTRACT WORK.

o o o o o o o o o o o

E

E

A

I

L

R

O

R

E

E

R

E

E

T

CREW QUARTERS

OFFICE

STG

STG

S

S

S

S

S

S

S 1

0+00

W

W

W

U

E

U

E

U

E

C.O.

C .O

U

E

U

E

RV2

RV3

W

RV1

U E

U E

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SITE UTILITY PLAN

KEHM/LaBERGE

G.CHAVARRIA

U1.1

20 0 20 40

SCALE OF FEET

GENERAL NOTES

1. FIELD VERIFY EXISTING SITE CONDITIONS AND ANY

EXISTING UTILITIES PRIOR TO CONSTRUCTION. UTILITY

LOCATIONS SHOWN ARE ASSUMED, SURVEY IS NOT

AVAILABLE.

2. COORDINATE WITH CONTRACTING OFFICER (C.O.) FOR

MINOR SHIFTS TO UTILITY LAYOUT.

3. SEE U4.1 FOR ELECTRICAL ONE-LINE DIAGRAM.

3. CALL 811 [WYOMING ONE CALL] BEFORE YOU DIG.

4. ELECTRIC COMPANY: ROCKY MOUNTAIN POWER,

1-866-870-3419

5. GAS COMPANY: WYOMING GAS COMPANY, 1-800-799-6427

6. TELEPHONE SERVICE: TCT, 307-568-2992

KEY

EXISTING

WATER LINE

EXISTING

SEWER LINE

4" PVC SEWER LINE,

SLOPE AT 2% MIN.

SEE PROFILE, SHEET C2.1

1" HDPE WATER LINE, .

SEE PROFILE SHEET C2.2

UPGRADE OVERHEAD

ELECTRICAL FROM 100A TO

400 AMP. COORDINATE

WITH UTILITY PROVIDER

(SEE EA SHEETS)

ELECTRICAL

SERVICE #2 TO

OFFICE (SEE EA

SHEETS)

ELECTRIC SERVICE #1 TO

REMAIN AS IS (SERVES

CREW QUARTERS)

EXISTING ELECTRICAL

SERVICE #3, 400 AMP

(SERVES TRAILER PADS

AND STORAGE BLDGS)

50/30/20 AMP TRAILER

PAD ELECTRICAL

RECEPTACLE, TYP.

INSTALL UNDERGROUND ELECTRICAL

SERVICE FROM SERVICE #3 TO

TRAILER PAD #3: RUN 3-1/0 + 1-#6

GROUND IN 2" SCHEDULE 80 PVC

CONDUIT.

RUN 3-#4+ 1-#8 GROUND

IN 1 1/2 " SCHEDULE 80

PVC CONDUIT FROM

TRAILER PAD #2 TO #1

'Y' CONNECT NEW PVC

SEWER LINE TO EXISTING

PVC SEWER LINES

IN-LINE CLEANOUT

EXISTING 6" UNDERGROUND

RADIO COMMUNICATION

CONDUIT FROM OFFICE TO

CREW QUARTERS TO

REMAIN

RUN 2-#4+ 1-#8 GROUND

IN 1 1/2 " SCHEDULE 80

PVC CONDUIT

TWO-WAY CLEANOUT

CONCRETE SURFACE

1" MINUS COMPACTED AGGREGATE

RUN 3-#2+ 1-#6 GROUND

IN 1 1/2 " SCHEDULE 80

PVC CONDUIT FROM

TRAILER PAD #3 TO #2

E

R

A

I

L

R

O

R

E

E

R

E

E

T

CREW QUARTERS

OFFICE

S

S

S

S

S

S

S 1

0+00

W

W

W

U

E

U

E

U

E

C.O.

C .O

U

E

U

E

W

U E

U E

0+00

0+50

1+00

1+50

-2.00%

S T

E L E

S T

E L E

S T

A

E

L A

T E

R A

L

T

O

R

V

S T

A

E

L A

T E

R A

L

T

O

R

V

4" PVC

T

X I S

T I N

G

S

E W

N

E

R V

H

O O

K U

P

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SEWER LINE

PLAN AND PROFILE

KEHM/LaBERGE

G.CHAVARRIA

U2.1

GENERAL NOTES

1. FIELD VERIFY EXISTING SITE CONDITIONS AND ANY

EXISTING UTILITIES PRIOR TO CONSTRUCTION.

2. SEWER LINE LOCATIONS TO BE STAKED IN THE FIELD BY

CONTRACTOR AND APPROVED BY C.O., COORDINATE WITH

C.O. FOR MINOR SHIFTS OF SEWER LINE TO AVOID MAJOR

VEGETATION OR INTERFERENCE FROM UNKNOWN SITE

CONDITIONS.

NEW CONCRETE SURFACE

1" MINUS COMPACTED AGGREGATE

KEY

EXISTING

WATER LINE

EXISTING

SEWER LINE

CONNECT NEW 4" SEWER LINE

TO EXISTING SEWER LINE,

MATCH EXISTING SEWER LINE

INVERT ELEVATION

4" PVC SEWER LINE,

SLOPE AT 2% MIN.

SCALE OF FEET

10 0

20 0

VERT.

HORIZ.

20 40

MINIMUM 4'-0" COVER OVER PIPE

MINIMUM 2% GRADE, MAXIMUM 8% GRADE

NOTE

UTILITY LEGEND

CURB VALVE

EXISTING INDEX CONTOURS

WATER LINE

W

UNDERGROUND ELECTRICAL

UE

SEWER LINES

M

WATER METER

M ELECTRICAL METER

EXISTING MANHOLE

S E

W E

R L

IN

E

RV1

SLOPE DIRECTION

RV3

RV2

TYPICAL RV TRAILER SITE

TWO WAY CLEANOUT

IN-LINE CLEANOUT

EXISTING

GRADE

PIPE INVERT

ELEVATION

EXISTING

GRADE

MINIMUM COVER MAY BE

ADJUSTED AS SHOWN ON PROFILE

TO ENSURE 2% SLOPE TO EXISTING

SEWER LINE CONNECTION

E

R

A

I

L

R

O

R

E

E

R

E

E

T

CREW QUARTERS

OFFICE

C.O.

C .O

0+00

0+50

1+00

1+50

2+00

S T

E L

S T

0.10%

1" HDPE

S T

A

E

L A

T E

R A

L

T

O

R

V

S T

A

E

L A

T E

R A

L

T

O

R

V

R V

H

Y D

R A

N T

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATENO.

REVISION / ISSUE

GREYBULL

WORKCENTER

REHABILITATION

BIGHORN

NATIONAL FOREST

MEDICINE WHEEL

RANGER DISTRICT

4/2020 26

R2

ROCKY MOUNTAIN REGION

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

WATER LINE

PLAN AND PROFILE

KEHM/LaBERGE

G.CHAVARRIA

U2.2

GENERAL NOTES

1. FIELD VERIFY EXISTING SITE CONDITIONS AND ANY

EXISTING UTILITIES PRIOR TO CONSTRUCTION.

2. WATER LINE LOCATIONS TO BE STAKED IN THE FIELD BY

CONTRACTOR AND APPROVED BY C.O., COORDINATE WITH

C.O. FOR MINOR SHIFTS OF SEWER LINE TO AVOID MAJOR

VEGETATION OR INTERFERENCE FROM UNKNOWN SITE

CONDITIONS.

1" MINUS COMPACTED AGGREGATE

KEY

EXISTING

WATER LINE

EXISTING

SEWER LINE

CONNECT NEW 1"

WATER LINE TO

EXISTING WATER LINE

SCALE OF FEET

10 0

20 0

VERT.

HORIZ.

20 40

UTILITY LEGEND

CURB VALVE

EXISTING INDEX CONTOURS

UNDERGROUND ELECTRICAL

UE

M

WATER METER

M ELECTRICAL METER

EXISTING MANHOLE

W

A T

E R

L

IN

E

RV1

SLOPE DIRECTION

RV3

RV2

W

S

MINIMUM 5'-0" COVER OVER PIPE, TYPICAL.

NOTE

TYPICAL RV TRAILER SITE

NEW WATER LINE

NEW SEWER LINE

CURB STOP, TYP.

EXISTING

GRADE

PIPE INVERT

ELEVATION

EXISTING

GRADE

ELECTRICAL LINE

NEW CONCRETE SURFACE

R I E

S

D

D

*** SEE PLAN AND PROFILE SHEETS FOR

DEPTH OF WATER AND SEWER LINES

· 2'-0" MIN. COVER OVER ELECTRICAL LINE

· 1'-6" MIN. COVER OVER TELEPHONE LINE

UTILITY LINE DEPTHS

6" MIN. BEDDING

INITIAL

BACKFILL

DETECTABLE WARNING

TAPE, 12" ABOVE TOP OF

UTILITY PIPE OR CONDUIT

SUBSEQUENT

BACKFILL

D + 2'-0"

MAX.

WIDEN TRENCH

AS NEEDED

ABOVE PIPE FOR

WORKER SAFETY

UTILITY PIPE OR

CONDUIT

6" LOOSE

TOPSOIL

IN AREAS OF RV PAD OR ROAD CROSSINGS

MEET EXISTING GRADE AND MATCH

EXISTING SURFACE, IN UNPAVED AREAS

MOUND BACKFILL 3" ABOVE FINISH GRADE

IN AREAS OF SPUR OR ROAD CROSSINGS

MEET EXISTING GRADE AND MATCH

EXISTING SURFACE, IN UNPAVED AREAS

MOUND BACKFILL 3" ABOVE FINISH GRADE

V A

R I E

S

D

6" MIN. BEDDING

INITIAL

BACKFILL

DETECTABLE WARNING

TAPE, 12" ABOVE

HIGHEST UTILITY

CONDUIT

SUBSEQUENT

BACKFILL

D1 + D2 + 2'-0"

MAX.

WIDEN TRENCH

AS NEEDED

ABOVE PIPE

FOR WORKER

SAFETY

ELECTRICAL

CONDUIT

TELEPHONE

CONDUIT

6"

1'-6"

6"

6" LOOSE

TOPSOIL

TRACER

WIRE

RING

FLOW

LID

SEWER

PVC LONG SWEEP 45° BEND

4" PVC PIPE, TYP.

FINISH GRADE

PVC WYE

V A

R I E

S

M

I N

I M

TRAFFIC RATED VALVE BOX

THREADED FEMALE PVC END

CONNECTOR WITH THREADED

PVC PLUG

4" PVC PIPE,

TYP.

TRENCH BACKFILL

45° CONNECTION

ANGLE VARIES

PLAN

BEDDING

MATERIAL

ELEVATION

WYE

F L O

W

TRENCH

WIDTH

INVERT ELEVATION

GRAVITY SEWER LINE

ANGLE VARIES

45° ELBOW

M

A X

I M

U M

FLOW

V A

R I E

S

CLEAN OUT BOX

WITH "SEWER" CAST IN LID

FINISHED

GRADE

NEW 4" PVC SEWER LATERAL LINE

2 WAY CLEANOUT

TEE

PVC RISER

THREADED PLUG

CONNECT TO RV

SITES PIPING

WITH COUPLING

24" DIA. x 6" THICK

CONCRETE PAD

2% 2%

2%

2%

TRANSITION

FITTING AS

REQUIRED

CURB BOX

LID WITH BOLT

GSP

CURB STOP

5'-0" 5'-0"

GSP

STATIONARY

ROD

TRANSITION

FITTING AS

REQUIRED

24" DIA x6" THICK FORMED