4. Drawings - Kirch Flat Rehab.pdf

PROJECT LOCATION

PROJECT SITE

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

i COVER SHEET 3/4/2021

G-1 INDEX SHEET 3/4/2021

G-2 SITE PLAN 1 3/4/2021

G-3 SITE PLAN 2 3/4/2021

G-4 SITE PLAN 3 3/4/2021

G-5 DRAINAGE PLAN 1 3/4/2021

G-6 DRAINAGE PLAN 2 3/4/2021

G-7 DRAINAGE PLAN 3 3/4/2021

G-8 FENCE DETAILS 3/4/2021

G-9 CAMPSITE DETAILS 3/4/2021

G-10 CAMPSITE DETAILS 2 3/4/2021

G-11 SURFACE DETAILS 3/4/2021

G-12 SURFACE AND DRAINAGE DETAILS 3/4/2021

G-13 DRAINAGE DETAILS 3/4/2021

G-14 GATE DETAILS 3/4/2021

G-15 PARKING SPUR DETAILS 3/4/2021

G-16 ROCK AND POST BARRIER AND STEP DETAILS 3/4/2021

G-17 SIGN DETAILS 3/4/2021

G-18 ENTRANCE SIGN DETAILS 3/4/2021

G-19 GROUP SITE ENTRANCE SIGN DETAILS 3/4/2021

G-20 BULLETIN BOARD DETAILS 3/4/2021

G-21 TOILET BUILDING DETAILS 3/4/2021

G-22 TRASH ENCLOSURE DETAILS 3/4/2021

G-23 STRIPING DETAILS 3/4/2021

G-24 GENERAL DETAILS 3/4/2021

G-25 GENERAL DETAILS 2 3/4/2021

G-26 GENERAL DETAILS 3 3/4/2021

G-27 CONSTRUCTION SIGNS 3/4/2021

KIRCH FLAT CAMPGROUND REHABILITATION

FROM THE HIGH SIERRA RANGER DISTRICT OFFICE, HEAD NORTHWEST TOWARD CA-168 AND TURN

RIGHT ONTO LODGE RD FOR 5 MILES. CONTINUE ONTO TOLLHOUSE RD AND TURN LEFT ONTO

BURROUGH VALLEY RD FOR 4.3 MILES. CONTINUE ONTO WATTS VALLEY RD AND TURN LEFT ONTO

MAXON RD FOR 5 MILES. TURN LEFT ONTO E. TRIMMER SPRINGS RD FOR 16.7 MILES TO REACH KIRCH

FLAT CAMPGROUND.

PROJECT

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

RO FACILITIES PROGRAM MANAGER

DATE

DIRECTOR OF ENGINEERING

DATE

FOREST SUPERVISOR

DATE

3/4 /21

:5

6 C

ES

AR

SA

NC

HE

Z F:

\5.

S

IT

ED

ES

IG

N\

KI

RC

HF

LA

T\

CO

NS

TR

UC

TI

ON

PA

CK

AG

E_

PH

AS

E2 _F

Y2 1\C

OV

ER

SH

EE

T_

PL

AN

DR

AW

IN

GS

\K

IR

CH

FL

AT

CG

_R

EH

AB

PR

OJ

EC

T_

CO

VE

RS

HE

ET

_0

1_

FI

NA

L.

DW

G;

REGION 5

SIERRA NATIONAL FOREST

FRESNO COUNTY

CALIFORNIA

K

I

N

G

S

R

V

E

W

L

D

C

E

N

V

E

R

T

R

I

M

M

P

R

I

N

O

A

D

S

H

E

E

T

S

H

E

E

S

H

E

E

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST REGION

KIRCH FLAT

CAMPGROUND

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

INDEX SHEET

3/4/2021

CESAR S.

CESAR S.

ANTONIO C.

G-1 2 28

AutoCAD SHX Text 30'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text 60'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text

I

M

M

R

I

N

A

D

S

IT

E

SITE 3

S

I

IT

E

SITE 4

SITE 2

S I T

E

S

H

E

NOTES:

1. THE PARKING SPUR INFORMATION IN TABLE-1 IS APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE

CONTRACTOR AND APPROVED BY THE FOREST SERVICE.

2. DURING THE PRE-CONSTRUCTION MEETING, THE CONTRACTOR AND FOREST SERVICE WILL IDENTIFY IN

THE FIELD THE EXISTING TREES AND ROCK FEATURES TO BE PROTECTED DURING CONSTRUCTION.

3. AT THIS SECTION OF THE CAMPGROUND ONLY, THE CAMPSITES, TENT PADS, ORARS, STEPS, AND FIRE

RINGS HAVE BEEN OR WILL BE CONSTRUCTED THROUGH ANOTHER CONTRACT AND THEREFORE ARE OUTSIDE THE SCOPE OF THIS WORK. CONTRACTOR SHALL ONLY INSTALL THE PICNIC TABLES AND FOOD

LOCKERS AT THESE CAMPSITES.

INSTALL DIRECTIONAL SIGN

G-17

G-10

G-14

INSTALL DOUBLE GATE

INSTALL STOP SIGN

G-23

INSTALL ONE-WAY ARROWS

INSTALL FENCE

G-17

G-11

CONSTRUCT STOP BAR AND MARKING

G-12

INSTALL ASPHALT SURFACE

INSTALL ENTRANCE SIGN

PROTECT CATTLE GUARD IN-PLACE

SAWCUT EXISTING PAVEMENT AND CONSTRUCT TIE-IN PAVEMENT "T-PATCH" (TYP.)

G-17

INSTALL TYPE 2 OBJECT MARKER

INSTALL TOILET BUILDING

G-12

INSTALL TRASH ENCLOSURE

INSTALL BULLETIN BOARDS

PROTECT TREES (TYP.)

G-16

INSTALL ROCK AND POST BARRIERS

INSTALL CAMPSITE MARKER (TYP.)

CONSTRUCT EXPOSED AGGREGATE CONCRETE

G-10

INSTALL FOOD LOCKER (TYP.)

INSTALL PICNIC TABLE (TYP.)

G-15

CONSTRUCT PARKING SPUR (TYP.)

INSTALL CHEVRON ALIGNMENT

SIGN (W1-8R)

G-17

INSTALL CHEVRON ALIGNMENT

SIGN (W1-8L)

G-17

G-18

G-23

G-17

G-20

G-8

G-21

G-22

SITE

TOTAL:

TABLE-1: PARKING SPUR INFORMATION

ADDITIONAL ASPHALT

(SQ.FT.)

ACCESSIBLE

X

NON-ACCESSIBLE

0 X

0 X

110 X

0 X

3 4

596 X

110 X

G-26

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST REGION

KIRCH FLAT

CAMPGROUND

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

SITE PLAN 1

3/4/2021

CESAR S.

CESAR S.

ANTONIO C.

G-2 3 28

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

I

TOTAL:

TABLE-3: OUTDOOR RECREATION ACCESS ROUTE (ORAR) INFORMATION

SITE EXCAVATION MATERIAL 6" (CUBIC YARDS)

AGGREGATE BASE 4" (CUBIC YARDS)

HARDENED AGGREGATE SURFACE 2" (CUBIC YARDS)

SIZE (LF)

.74 .49 .25

3.33 2.22 1.1145

.44 .30 .146

.30 .20 .104

STEPS (EA)

S

E

CONSTRUCT STOP BAR AND

MARKING

INSTALL DO-NOT-ENTER SIGN

G-23

INSTALL STOP SIGN

G-17

G-16

INSTALL BULLETIN BOARDS

INSTALL DIRECTIONAL SIGN

G-9

CONSTRUCT DOUBLE CAMPSITE (TYP.)

INSTALL ASPHALT SURFACE

G-12

S I T

E

12'

45 3.33 2.22 1.11

S I T

E

NOTE: ALL ORARS ARE 4FT WIDE. STEPS SHALL BE CONSTRUCTED WHEN RUNNING SLOPE OF AN ORAR EXCEEDS 10%.

1.85 1.23 .62025

3.63 2.42 1.21049

S

I

.74 .49 .25010 S

I

SITE 14

.96 .64 .3213

INSTALL DIRECTIONAL

SIGN

S

I

S I T

E

NOTES:

1. THE PARKING SPUR AND ORAR INFORMATION IN TABLE-1 AND TABLE-2 IS

APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND

APPROVED BY THE FOREST SERVICE.

2. DURING THE PRE-CONSTRUCTION MEETING, THE CONTRACTOR AND FOREST

SERVICE WILL IDENTIFY IN THE FIELD THE EXISTING TREES AND ROCK FEATURES

TO BE PROTECTED DURING CONSTRUCTION.

S

E

G-16

INSTALL STEPS (TYP.)

G-22

INSTALL CAMPSITE MARKER

(TYP.)

G-8

INSTALL FENCE

PROTECT TREES (TYP.)

INSTALL INTERPRETIVE SIGN

G-10

INSTALL PICNIC TABLE (TYP.)

G-10

INSTALL FIRE RING (TYP.)

INSTALL TOILET BUILDING

24'

15.32 10.21 5.119207

G-17

G-10

INSTALL FOOD LOCKER (TYP.)

CONSTRUCT ORAR (TYP.)

G-11

G-17

CONSTRUCT EXPOSED AGGREGATE

CONCRETE

G-20

T

R

I

M

M

R

I

N

A

D

G-15

CONSTRUCT PARKING SPUR

(TYP.)

G-21

G-24

CONSTRUCT PULL-OFF

G-26

G-9

CONSTRUCT SINGLE

CAMPSITE

G-17

INSTALL TRASH ENCLOSURE

(TYP.)

G-17

INSTALL ROCK AND POST BARRIERS

G-11

CONSTRUCT A 14'X15' AREA

G-11

SITE

TABLE-1: PARKING SPUR INFORMATION

ADDITIONAL ASPHALT

(SQ.FT.)

ACCESSIBLE NON-ACCESSIBLE

0 X

115 X

X

TOTAL: 754

0 X

X0

X

X

X

268 X

G-26

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST REGION

KIRCH FLAT

CAMPGROUND

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

SITE PLAN 2

3/4/2021

CESAR S.

CESAR S.

ANTONIO C.

G-3 4 28

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

N

V

E

N

V

E

R

INSTALL GROUP CAMPGROUND

ENTRANCE SIGN

PROTECT ROCK BARRIERS IN-PLACE.

NO POST BARRIERS NEED TO BE

INSTALLED AT THE RAFT PUT-IN.

G-23

INSTALL ONE-WAY ARROWS

G-12

INSTALL ASPHALT SURFACE

G-23

INSTALL STOP SIGN

G-17

CONSTRUCT STOP BAR AND MARKING

INSTALL PARALLEL PARKING

10'X24' WITH 90° ANGLE TO

ROAD

CONSTRUCT ORAR

INSTALL INTERPRETIVE SIGNS

G-23

INSTALL HATCHING

(TYP.)

G-17

S

E

G-11

G-26

INSTALL 60° ANGLE PARKING

10'X40'

G-11

CONSTRUCT A 10'X15' AREA

T

R

I

M

M

R

I

N

A

D

NOTES:

1. DURING THE PRE-CONSTRUCTION MEETING, THE CONTRACTOR AND

FOREST SERVICE WILL IDENTIFY IN THE FIELD THE EXISTING TREES

AND ROCK FEATURES TO BE PROTECTED DURING CONSTRUCTION.

INSTALL DOUBLE GATE

INSTALL OVERFLOW

PARKING SIGN

INSTALL ASPHALT SURFACE

INSTALL FENCE

G-19

G-26

G-8

G-12

G-14

G-11

INSTALL BENCH (TYP.)

6 TOTAL

G-23

G-24

G-25

INSTALL STONE FIRE RING

INSTALL TOILET BUILDING

G-21

CONSTRUCT EXPOSED AGGREGATE

CONCRETE

G-11

INSTALL ACCESSIBLE SIGN AND STALL

CONSTRUCT ORAR (TYP.)

G-23

INSTALL TRASH ENCLOSURE

G-22

G-17

INSTALL ACCESSIBLE

SIGN AND STALL

G-23

G-16

INSTALL ROCK AND POST BARRIERS

CONSTRUCT 4550SQFT GROUP

CAMPSITE

INSTALL STANDARD PARKING

STALL

G-9

INSTALL PICNIC TABLE (TYP.)

9 TOTAL

G-10

G-25

G-9

CONSTRUCT 1,550 SQFT

TENT PAD AREA

INSTALL PEDESTAL

GRILL (TYP.) 5 TOTAL

G-25

INSTALL FOOD

LOCKER (TYP.)

5 TOTAL

G-10

INSTALL BULLETIN

BOARDS

G-20

G-23

G-23

INSTALL SERVICE TABLE (TYP.)

3 TOTAL

G-26

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST REGION

KIRCH FLAT

CAMPGROUND

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

SITE PLAN 3

3/4/2021

CESAR S.

CESAR S.

ANTONIO C.

G-4 5 28

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

I

M

M

R

I

N

A

D

S

E

NOTES:

1. THE PROPOSED GRADES AND SLOPES SHALL MATCH THE EXISTING GRADES AND SLOPES OF THE EXISTING

ROADS, PARKING LOTS, AND PARKING SPURS. CONTRACTOR SHALL ONLY CHANGE THE GRADES AND SLOPES FOR PROPER DRAINAGE, ACCESSIBILITY, AND TO DIRECT WATER RUNOFF AWAY FROM CAMPSITES, ORARS, AND ALL OTHER DEVELOPMENT TO AVOID EROSION ISSUES.

2. THE DRAINAGE DIRECTION, GRADES, AND SLOPES SHALL BE COORDINATED IN THE FIELD BETWEEN THE CONTRACTOR AND THE FOREST SERVICE. THE FINAL GRADES AND SLOPES SHALL BE APPROVED BY THE

FOREST SERVICE.

3. THE PROPOSED DRAINAGE STRUCTURES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED BY THE

CONTRACTOR.

CONSTRUCT AC CURB (TYP.)

G-12

G-13

G-13

INSTALL 43 LF 18" DIA. CULVERT

G-12

INSTALL ROCKLINED DITCH (TYP.)

PROTECT EXISTING CULVERTS

IN-PLACE AND INSTALL OUTLET

PROTECTION

INSTALL 40 LF 18" DIA. CULVERT

G-12

INSTALL CURB OUTLET

G-13

INSTALL ROCK DISSIPATER

G-13

PROTECT EXISTING CULVERT IN-PLACE

AND INSTALL OUTLET PROTECTION

G-13

G-12

INSTALL 2FT WIDE ROCKLINED DITCH

AROUND TOILET BUILDING AND

CONNECT TO CULVERT

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST REGION

KIRCH FLAT

CAMPGROUND

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

DRAINAGE PLAN 1

3/4/2021

CESAR S.

CESAR S.

ANTONIO C.

G-5 6 28

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

I

M

M

R

I

N

A

D

S

E

S

E

INSTALL ROCK DISSIPATER

CONSTRUCT ROCKLINED DITCH ON

UPPER SIDE OF SITE 8 TO DRAIN WATER

FROM HILL AND CONNECT TO LARGER

ROCKLINED DITCH

CONSTRUCT AC CURB (TYP.)

G-12

G-13

G-13

INSTALL 55 LF 18" DIA. CULVERT

G-12

INSTALL ROCKLINED DITCH (TYP.)

INSTALL 20 LF 12" DIA. CULVERT

G-12

INSTALL CURB OUTLET

G-12

INSTALL ROCKLINED DITCH TO

CONNECT CULVERT INLET TO

CULVERT OUTLET NEXT TO

CATTLE GUARD

G-12

INSTALL 2FT WIDE ROCKLINED DITCH

AROUND TOILET BUILDING AND SLOPE

TO DRAIN WITH NATURAL TOPOGRAPHY

AWAY FROM SITE 12

NOTES:

1. THE PROPOSED GRADES AND SLOPES SHALL MATCH THE EXISTING GRADES AND SLOPES OF THE EXISTING

ROADS, PARKING LOTS, AND PARKING SPURS. CONTRACTOR SHALL ONLY CHANGE THE GRADES AND SLOPES FOR PROPER DRAINAGE, ACCESSIBILITY, AND TO DIRECT WATER RUNOFF AWAY FROM CAMPSITES, ORARS, AND ALL OTHER DEVELOPMENT TO AVOID EROSION ISSUES.

2. THE DRAINAGE DIRECTION, GRADES, AND SLOPES SHALL BE COORDINATED IN THE FIELD BETWEEN THE CONTRACTOR AND THE FOREST SERVICE. THE FINAL GRADES AND SLOPES SHALL BE APPROVED BY THE

FOREST SERVICE.

3. THE PROPOSED DRAINAGE STRUCTURES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED BY THE

CONTRACTOR.

G-13

G-12

INSTALL ROCKLINED DITCH (TYP.)

INSTALL ROCK DISSIPATER

G-13

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST REGION

KIRCH FLAT

CAMPGROUND

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

DRAINAGE PLAN 2

3/4/2021

CESAR S.

CESAR S.

ANTONIO C.

G-6 7 28

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

N

V

E

N

V

E

R

S

E

T

R

I

M

M

R

I

N

A

D

NOTES:

1. THE PROPOSED GRADES AND SLOPES SHALL MATCH THE EXISTING GRADES AND SLOPES OF THE EXISTING

ROADS, PARKING LOTS, AND PARKING SPURS. CONTRACTOR SHALL ONLY CHANGE THE GRADES AND SLOPES FOR PROPER DRAINAGE, ACCESSIBILITY, AND TO DIRECT WATER RUNOFF AWAY FROM CAMPSITES, ORARS, AND ALL OTHER DEVELOPMENT TO AVOID EROSION ISSUES.

2. THE DRAINAGE DIRECTION, GRADES, AND SLOPES SHALL BE COORDINATED IN THE FIELD BETWEEN THE CONTRACTOR AND THE FOREST SERVICE. THE FINAL GRADES AND SLOPES SHALL BE APPROVED BY THE

FOREST SERVICE.

3. THE PROPOSED DRAINAGE STRUCTURES ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED BY THE

CONTRACTOR.

G-13

INSTALL 30 LF 18" DIA. CULVERT

G-12

INSTALL ROCKLINED DITCH (TYP.)

G-13

INSTALL ROCK DISSIPATER

G-13

PROTECT EXISTING CULVERT

IN-PLACE AND INSTALL

OUTLET PROTECTION

G-12

INSTALL 2FT WIDE ROCKLINED DITCH

AROUND TOILET BUILDING AND SLOPE

TO DRAIN WITH NATURAL TOPOGRAPHY

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST REGION

KIRCH FLAT

CAMPGROUND

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

DRAINAGE PLAN 3

3/4/2021

CESAR S.

CESAR S.

ANTONIO C.

G-7 8 28

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text 15'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

FENCE

G-8

NTS

52"

MAXIMUM

HEIGHT

NOTES:

1. THE FINAL LOCATION OF THE FENCE SHALL BE DETERMINED IN THE FIELD BY THE FOREST SERVICE IN COORDINATION WITH THE

CONTRACTOR.

2. POSTS SHALL BE BURIED 24" INTO THE GROUND.

3. POSTS SHALL BE 6" PRESSURE TREATED ROUND WOODEN "PEELER CORE" POSTS OR APPROVED EQUAL BY THE FOREST

SERVICE.

4. BARBED WIRE SHALL BE RED BRAND (AMERICAN STEEL) 2 POINT BARBED WIRE AND H-BRACES SHALL BE RED BRAND TWISTED

SMOOTH WIRE OR APPROVED EQUAL BY THE FOREST SERVICE.

5. THE VENDOR FOR THE POSTS, BARBED WIRE, AND H-BRACES SHALL BE EVANS FEED AND LIVESTOCK SUPPLY, INC, 241 SOUTH E.

STREET, MADERA, CA 93638. 559-673-9420 OR APPROVED EQUAL BY THE FOREST SERVICE.

POSTS AT 16' INTERVALS

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST REGION

KIRCH FLAT

CAMPGROUND

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

FENCE DETAILS

3/4/2021

ANTONIO C.

G-8 9 28

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

HARDENED

AGGREGATE SURFACE

SEE DETAIL

TENT PAD

SEE PLANS FOR

LOCATION

LIVING AREA

FIRE RING

SEE DETAIL

PICNIC TABLE

SEE DETAIL

G-11

G-10

G-10

DOUBLE CAMPSITE

G-9

NTS

SINGLE CAMPSITE

G-9

NTS

16' TYP.

16' TYP. 18' TYP.

25' TYP.

4' MIN.

4' MIN.

5' TYP.

4' MIN.

4' MIN.

5' TYP.

4' MIN.

7' TYP.

8' TYP.

COMPACTED NATIVE SOIL,

SCARIFY 2"-3", REMOVE ROCKS,

LEVEL AND RE-COMPACT TO

STABILIZE

REQUIRED CLEAR SPACE:

NATURAL OBJECTS MAY BE INCORPORATED

INTO THE CAMPSITE LIVING SPACE AND

TENT PAD, AS LONG AS THE MINIMUM 4 FT

OF CLEAR SPACE IS MAINTAINED AROUND

THE PICNIC TABLE AND FIRE RING.

HARDENED

AGGREGATE SURFACE

SEE DETAIL

TENT PAD

SEE PLANS FOR

LOCATION

LIVING AREA

(2) FIRE RINGS

SEE DETAIL

(2) PICNIC TABLES

SEE DETAIL

G-11

G-10

16' TYP.

16' TYP. 26' TYP.

25' TYP.

4' MIN.

4' MIN.

5' TYP.

4' MIN.

4' MIN.

5' TYP.

4' MIN.

7' TYP.

8' TYP.

COMPACTED NATIVE SOIL,

SCARIFY 2"-3", REMOVE ROCKS,

LEVEL AND RE-COMPACT TO

STABILIZE

REQUIRED CLEAR SPACE:

NATURAL OBJECTS MAY BE

INCORPORATED INTO THE CAMPSITE

LIVING SPACE AND TENT PAD, AS LONG

AS THE MINIMUM 4 FT OF CLEAR SPACE

IS MAINTAINED AROUND THE PICNIC

TABLE AND FIRE RING.

4' MIN.4' MIN.

TENT PAD

SEE PLANS FOR

LOCATION

16' TYP.

16' TYP.

COMPACTED NATIVE SOIL,

SCARIFY 2"-3", REMOVE ROCKS,

LEVEL AND RE-COMPACT TO

STABILIZE

EX. TREE

EX. TREE

EX. TREE

EX. TREE

EX. ROCK

EX. ROCK

5' TYP.

5' TYP.

G-10

NOTES:

1. CAMPSITES, PICNIC TABLES, FIRE RINGS, FOOD LOCKERS, AND TENT PADS INCLUDING GROUP CAMPSITE SHALL BE

CONSTRUCTED AS SHOWN ON THE PLANS AND AS APPROVED IN THE FIELD BY THE FOREST SERVICE.

2. CAMPSITES AND TENT PADS INCLUDING GROUP CAMPSITE SHALL BE STABILIZED AND GRADED WITH SLOPE TO

DRAIN WITH NATURAL TOPOGRAPHY, BUT NOT EXCEED 2% IN ANY DIRECTION.

3. RETAIN EXISTING VEGETATION WHEN IT DOES NOT CONFLICT WITH GRADING.

4. MAINTAIN A 5FT. MINIMUM HORIZONTAL DISTANCE AND A 20 FT. MINIMUM VERTICAL DISTANCE BETWEEN CAMPFIRE

RING AND VEGETATION.

5. ADJUST PERIMETER OF THE SITE AS NEEDED TO ACCOMMODATE MINIMUM CLEARANCES SHOWN ON THE

DRAWINGS.

6. CUT OR FILL SLOPES SHALL NOT EXCEED 2:1

7. ALL SINGLE CAMPSITES SHALL BE A MINIMUM OF 450 SQ FT., AND ALL DOUBLE CAMPSITES SHALL BE A MINIMUM OF

650 SQ FT UNLESS NATURAL OBJECTS ARE INCORPORATED THAT CHANGE THE SQUARE FOOTAGE WHILE STILL

MAINTAINING ALL REQUIRED MINIMUM CLEAR SPACES. THE GROUP CAMPSITE IS 4550 SQ FT.

8. ALL TENT PADS SHALL BE A MINIMUM OF 256 SQ FT. THE TENT PAD AREA AT THE GROUP CAMPSITE IS 1550 SQ FT.

9. EDGE OF CLEARING LIMITS - 18" MIN. FROM THE EDGE OF TENT PADS AND LIVING AREAS.

10. FOR SIDE SLOPES OF 5% TO 10%, BALANCE CUT AND FILL, SEE BALANCED BENCH.

11. FOR SIDE SLOPES GREATER THAN 10%, CAMPSITE TO BE ALL CUT, SEE FULL BENCH.

12. FOR SIDE SLOPES LESS THAN 5%, CAMPSITE TO MATCH GRADE OR BE ALL FILL TO HELP DRAINAGE, SEE NO BENCH.

G-10

(2) FOOD LOCKERS, SEE

PLANS FOR LOCATION,

SEE DETAIL

G-10

FOOD LOCKER, SEE PLANS

FOR LOCATION, SEE

DETAIL

FULL BENCH

BALANCED BENCH

CAMPSITE

EXISTING GRADE

EXISTING GRADE

NO BENCH

CAMPSITE

EXISTING GRADE

CAMPSITE FG MATCH

EG

CAMPSITE FG MATCH EG

CAMPSITE FG MATCH

EG

CAMPSITE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST REGION

KIRCH FLAT

CAMPGROUND

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

CAMPSITE DETAILS

3/4/2021

CESAR S.

CESAR S.

ANTONIO C.

G-9 10 28

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

INSTALLATION

3"DIA X 68" BLACK IRON PIPE FILLED

WITH CONCRETE. PAINT EXPOSED

CONCRETE "DARK CHOCOLATE".

FOOD STORAGE LOCKERS SHALL BE MANUFACTURED BY BEAR SAVER,

1390 S. MILLIKEN AVE., ONTARIO, CA 91761. (909) 605-1697 OR (800)

851-3887. www.bearsaver.com. "24 CUBIC FOOT CAPACITY FOOD STORAGE

LOCKER, BEAR RESISTANT, UNIVERSALLY ACCESSIBLE, MODEL#: 'FS24',

TIGER DRYLAC RAL 8019 IN COLOR, OR APPROVED EQUAL BY THE

FOREST SERVICE.

BEAR RESISTANT FOOD STORAGE

LOCKER, MODEL#: 'FS24'

10" DIA. X 24" DEEP

CONCRETE FOOTING

10"

CONSTRUCT HARDENED

AGGREGATE SURFACE,

SEE DETAIL

BLACK IRON PIPE SHALL BE PAINTED IN

ACCORDANCE WITH SECTION 09900. POSTS

SHALL BE PRIMED WITH ZINC CHROMATE

OR COMPATIBLE. COLOR SHALL BE "DARK

CHOCOLATE" OR APPROVED EQUAL BY THE

FOREST SERVICE.

U-BOLTS GO AROUND POST AND THROUGH

BOX (KNOCK-OUTS ARE ON THE BACK OF

EVERY STORAGE LOCKER FOR U-BOLTS

INSERTION) AND PAINTED IN ACCORDANCE

WITH SECTION 09900, COLOR SHALL BE

"DARK CHOCOLATE".

DIA.

FOOD LOCKER

G-10

NTS

24"

29"

40"

38"

G-11

FIRE RING

G-10

NTS

SIDE VIEW

FRONT VIEW

MODEL#: WPTS/CB-8PW31X WITH EMBOSSED WOOD GRAIN SURFACE

TABLE SHALL BE MANUFACTURED BY PILOT ROCK: A REGISTERED TRADEMARK OF R.J. THOMAS MFG. CO., INC., P.O. BOX 946, CHEROKEE, IOWA 51012. (712) 225-5115. www.pilotrock.com. "UNIVERSAL ACCESS PICNIC TABLE

W/3"X10" RECYCLED PLASTIC SEAT AND TOP PLANKS WITH EMBOSSED WOOD GRAIN SURFACE," MODEL#:

'WPTS/CB-8PW31X WITH EMBOSSED WOOD GRAIN SURFACE' OR APPROVED EQUAL BY THE FOREST SERVICE.

INSTALLATION SHALL BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

95 1/2"

12 3/4" 35" 35"

6"

1 5/8"

9 1/4"

6"

8 3/4"

13 1/8"

25 7/8"

51 3/4"

78"

95 1/2"

24"

18 1/2"

29 5/8"

32 1/8"

28 3/4"6"

59 1/4"

PICNIC TABLE

G-10

NTS

G-10

"BLACK" POWDER COATED FRAMES (3"X6"

RECTANGULAR STEEL FRAMES CONNECTED

BY 2-1/2" SQUARE STEEL FRAMES). ALL BOLTS

FOR FRAME ARE HOT-DIP GALVANIZED.

3"x10"x8' "BROWN" COLORED RECYCLED PLASTIC

PLANKS. THE RECYCLED PLASTIC PLANKS SHALL

HAVE A "WOOD GRAIN EMBOSSED" SURFACE ON THE

TOP SURFACE.

PICNIC TABLE ANCHOR,

SEE DETAIL

PICNIC TABLE ANCHOR

G-10

NTS

PICNIC TABLE

FINISHED GRADE

MODEL 68 II DUCKBILL

EARTH ANCHOR

3/16" DIA BLACK PLASTIC

TUBE COVERED STEEL CABLE

36" MIN.

INSTALL ANCHOR AROUND

CENTER VERTICAL FRAME

ALL EXPOSED BOLTS ON TABLE AND SEAT TOPS ARE

HOT-DIP GALVANIZED.

GRATE ROTATES 180 DEGREES

TO OUTSIDE FIRE RING

8" DIA. X 24" CONCRETE

FOOTING (MIN)

MODEL#: FSW-30/18/PA

TOP VIEW

NATIVE SOIL

9" OF COARSE AGGREGATE

FILL INSIDE RING TO RAISE

FIRE TO WORKING HEIGHT

AND TO CONFORM TO ADA

GUIDELINES OF 9" MIN.

HEIGHT ABOVE GROUND

FOR FIRE BASE

19 3/8"

47 3/4"

30 3/8" ID

15 1/8"

32 (NOM) OD

16 7/8"

13 3/4"

24"

19 13/16"

23 9/16"

48 11/16" OD

CENTER OF FIRE RING

WITH GRATE ROTATED

OUTSIDE OF FIRE RING

NOTES:

1. FIRE RINGS SHALL BE MANUFACTURED BY PILOT ROCK: A

REGISTERED TRADEMARK OF R.J. THOMAS MFG. CO., INC., P.O.

BOX 946, CHEROKEE, IOWA 51012. (712) 225-5115.

www.pilotrock.com. "ACCESSIBLE SWIVEL GRATE FIRE RING WITH

PIN ANCHORS," MODEL#: 'FSW-30/18/PA' OR APPROVED EQUAL BY

THE FOREST SERVICE.

CONSTRUCT

HARDENED

AGGREGATE

SURFACE

8" DIA. X 24" CONCRETE

FOOTING (MIN)

G-11

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST REGION

KIRCH FLAT

CAMPGROUND

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

CAMPSITE DETAILS 2

3/4/2021

CESAR S.

CESAR S.

ANTONIO C.

G-10 11 28

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

2% SLOPE

1'

Y

P

DIMENSIONS AS SHOWN ON PLANS

NOTES:

1. ALL CONCRETE ORARS AND SURFACES SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS

AND AS APPROVED IN THE FIELD BY THE FOREST SERVICE.

2. A CONCRETE MIX DESIGN FOR CONCRETE SLABS SHALL BE SUBMITTED BY THE CONTRACTOR

14 DAYS PRIOR TO SCHEDULED PLACEMENT, TO ALLOW FOR REVIEW AND APPROVAL BY THE

FOREST SERVICE.

3. CONCRETE SHALL HAVE A 3/8" GRADED EXPOSED AGGREGATE FINISH (SEE SPECIFICATIONS).

4. SEE SECTIONS 03100, 03200, 03300, 03351 FOR SAMPLING AND SUBMITTAL REQUIREMENTS.

5. THE CONCRETE ORAR IN FRONT OF THE TOILET BUILDING SHALL HAVE A 2% SLOPE IN ANY

DIRECTION.

EXISTING SLOPE

EXISTING SLOPE

C L E

A R

I N

G

H E

I G

EXPOSED AGGREGATE CONCRETE SECTION

G-11

NTS

4" COMPACTED AGGREGATE,

BASE COURSE, GRADING B

EXISTING SLOPE

EXISTING SLOPE

AS SHOWN ON PLANS

P

P

2% SLOPE

NOTES:

1. ALL HARDENED AGGREGATE SURFACES SHALL BE CONSTRUCTED AS

SHOWN ON THE PLANS AND AS APPROVED IN THE FIELD BY THE FOREST

SERVICE.

2. SEE SECTION 02340 FOR REQUIREMENTS FOR HARDENED AGGREGATE

SURFACES.

3. HARDENED AGGREGATE AREAS SHALL BE GRADED WITH SLOPE TO

DRAIN WITH NATURAL TOPOGRAPHY, BUT NOT TO EXCEED 2% IN ANY

DIRECTION.

HARDENED AGGREGATE SURFACE SECTION

G-11

NTS

NATIVE SHOULDER

BACKFILL FLUSH W/

CONCRETE SURFACE

COMPACTED NATIVE SOIL

SUBGRADE

NATIVE SHOULDER BACKFILL

FLUSH W/ AGGREGATE SURFACE

COMPACTED NATIVE SOIL

SUBGRADE

MAXIMUM FINISHED SUBGRADE WIDTHS:

4' ORARS - 6'

OUTDOOR RECREATION ACCESS ROUTE (ORAR)

G-11

NTS

EXISTING GROUND

HARDENED AGGREGATE SURFACE,

SEE DETAIL

G-11

4' 2'

SAW BRANCHES FLUSH

WITH TRUCK TO AVOID

STUBS (TYP.)

CLEARING LIMITS

CLEARING HEIGHT 10'

FULL BENCH

BALANCED BENCH

NOTES:

1. ALL ORARS SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS

AND AS APPROVED IN THE FIELD BY THE FOREST SERVICE.

2. ORARS SHALL BE GRADED WITH SLOPE TO DRAIN WITH NATURAL

TOPOGRAPHY, BUT NOT TO EXCEED 2% IN ANY DIRECTION. THE

RUNNING SLOPE SHALL BE 5% OR LESS FOR ANY DISTANCE. 2% IS

DESIRED. A GRADE UP TO 8.33% IS PERMITTED FOR UP TO 50FT OF

AN ORAR. THE CROSS SLOPE OF AN ORAR SHALL BE NO MORE

THAN 2%.

3. REMOVE ALL VEGETATION IN THE ORAR.

4. FOR SIDE SLOPES OF 5% TO 10%, BALANCE CUT AND FILL, SEE

BALANCED BENCH.

5. FOR SIDE SLOPES GREATER THAN 10%, ORAR TO BE ALL CUT, SEE

FULL BENCH.

6. FOR SIDE SLOPES LESS THAN 5%, ORAR TO MATCH GRADE OR BE

ALL FILL TO HELP DRAINAGE, SEE NO BENCH.

7. LONGITUDINAL SLOPE (RUNNING GRADE) SHOULD BE LESS THAN

HALF OF THE SIDE SLOPE OF THE HILLSIDE.

8. DO NOT REMOVE TREES OVER 6" IF THEY ARE OVER 3' FROM THE

CENTERLINE OF ORAR.

9. REMOVE TREES 6" OR LESS IN DIAMETER IF THEY ARE WITHIN 3' OF

CENTERLINE OF ORAR.

10. SAW BRANCHES FLUSH WITH TRUNK ANY TREE BRANCHES

EXTENDING INTO THE CLEARING LIMITS OF THE ORAR.

11. BRUSH EXTENDING INTO CLEARING LIMITS THAT IS OVER 12

INCHES IN HEIGHT AND 1/2 INCH IN DIAMTER SHALL BE CUT FLUSH

WITH THE MAIN STEM AT A BRANCH FOR OR AT GROUND LEVEL IF A

FORK MAIN STEM IS NONEXISTENT.

12. CUT ALL LOGS IN ORAR 4 FEET UPHILL AND DOWNHILL OF

CENTERLINE OF ORAR.

ORAR BED

ORAR BED

EXISTING GRADE

EXISTING GRADE

1'

NO BENCH

ORAR BED EXISTING GRADE

ORAR FG MATCH EG

ORAR FG MATCH EG

ORAR FG MATCH EG

NATIVE SHOULDER

BACKFILL FLUSH WITH

AGGREGATE SURFACE

2'

CUT

CUT

4" DEPTH EXPOSED AGGREGATE CONCRETE

W/ 6" 10 GAUGE WELDED WIRE MESH

2" COMPACTED AGGREGATE,

SURFACE COURSE, GRADING C,

MIN. OF 90% COMPACTION USING A

VIBRATION PLATE COMPACTOR

4" COMPACTED AGGREGATE BASE

COURSE, GRADING B, MIN. OF 95%

COMPACTION, ASSHTO T-99,

METHOD C OR D

2% SLOPE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST REGION

KIRCH FLAT

CAMPGROUND

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

SURFACE DETAILS

3/4/2021

CESAR S.

CESAR S.

ANTONIO C.

G-11 12 28

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

ASPHALT SURFACE

G-12

NTS

NOTES:

1. REFERENCE THE DRAINAGE SHEETS FOR MORE INFORMATION.

2. FINAL GRADES AND SLOPES ON ROADS AND PARKING LOTS

SHALL BE APPROVED BY THE FOREST SERVICE.

3. PROVIDE 2'-4' CLEAR AREA UNLESS OTHERWISE SHOWN ON THE

PLANS.

4. WITHIN THE 2'-4' CLEARING, ONLY REMOVE VEGETATION

DESIGNATED FOR REMOVAL ON THE PLANS OR THAT MAY BE A

HAZARD TO VEHICULAR TRAFFIC.

5. IF AC PAVEMENT IS PULVERIZED, RECLAIMED MATERIAL SHALL BE

GRADED AND/OR TEMPORARILY STOCKPILED AND REPLACED AS

NECESSARY TO MEET GRADES AS SHOWN ON THE PLANS.

6. PLACE ANY RECLAIMED MATERIAL TO BE USED AS AGGREGATE

BASE MATERIAL ABOVE SUBGRADE AND BELOW NON-RECYCLED

AGGREGATE BASE.

1% - 4% SLOPE

2'-4'2'-4'

CLEARING WIDTH

V

E G

E T

A T

I O

N

C

L E

A R

I N

G

H

E I G

H T

VARIES

NEW PAVEMENT STRUCTURAL

SECTION REFERENCE DETAIL

GRIND/MILL 2" OF EXISTING

PAVEMENT SURFACE (TYP.),

SEE NOTE 1

EXISTING PAVEMENT AND

STRUCTURAL SECTION

TIE-IN T-PATCH

G-12

NTS

NOTES:

1. GRIND/MILL EXISTING PAVEMENT SURFACE MINIMUM 2" DEPTH

OR TOP LIFT; AND MINIMUM OF 2' BEYOND AC TIE-IN JOINT.

24" MIN

G-12

PROPOSED GRADING TO

MEET EXISTING SLOPE

3:1 MAX

PROPOSED GRADING TO

MEET EXISTING SLOPE

3:1 MAX

EXISTING SLOPE

3" THICK HOT

BITUMINOUS PLANT MIX

EXISTING SECTION TO BE REMOVED OR PULVERIZED,

GRADED AND COMPACTED TO 95% RELATIVE COMPACTION

AASHTO T-180 TO MEET GRADES AS SHOWN ON THE PLANS.

1' AGGREGATE

SHOULDER

(2' AT CULVERT

CROSSING)

6" COMPACTED AGGREGATE, BASE COURSE, GRADING B

AND/OR RECLAIMED ASPHALT PAVEMENT COMPACTED TO 95%

RELATIVE COMPACTION. THE MAXIMUM DEPTH OF RECLAIMED

ASPHALT PAVEMENT IS 4". TOTAL DEPTH OF THE COMBINED

BASE COURSE MUST BE A MINIMUM OF 6"

1' AGGREGATE SHOULDER AT 5% SLOPE

(2' AT CULVERT CROSSING).

TYP.

12" COMPACTED SUBGRADE COMPACTED

TO 90% RELATIVE COMPACTION

FULL DEPTH AGGREGATE

SHOULDER

SAWCUT LOCATION

1"

1' 1'

4"8"

EDGE OF TRAVELWAY

4"

BITUMINOUS PLANT MIX,

REFERENCE DETAIL

EXISTING SLOPE

AC CURB DETAIL

G-12

NTS

PROPOSED GRADING TO

MEET EXISTING SLOPE

2:1 MAX

COMPACTED AGGREGATE

SHOULDER COMPACTED TO

80% RELATIVE COMPACTION

S L O

P E

G-12

CURB OUTLET

G-12

NTS

KEY IN RIP RAP

AC PAVEMENT

AC CURB

4'

6'

F L O

W

10' MIN

TOP OF DIKE

CLASS II RIP RAP. SEE CULVERT DETAIL

WHEN CURB OUTLETS TO CULVERT.

EP

EP

1'

2'

FLOW LINE

1.5'

2'

2%

5%

1'

ROCK LINED DITCH

G-12

NTS

2' TYP.

4' TYP.

1' TYP.

F

L

EXISTING GRADE

PLACE CLASS II

RIPRAP IN CHANNEL,

MIN. OF 1 FT THICK

NOTES:

1. THE ROCKLINED DITCH SHALL BE CONSTRUCTED AS SHOWN ON THE

PLANS AND AS APPROVED IN THE FIELD BY THE FOREST SERVICE.

2. THE TYPICAL DITCH SHALL BE 1 FT DEEP.

3. WHEN DITCH IS DEEPER THAN 1' STEEPEN SLOPES TO 1:1 MAX OR AS

DIRECTED BY THE FOREST SERVICE.

4. FIELD FIT FLOWLINE TO DAYLIGHT AND DIRECT RUNOFF AWAY FROM

CAMPSITES, ORARS, AND ALL OTHER DEVELOPMENT TO AVOID EROSION

ISSUES.

5. SLOPE DITCH TO AVOID PONDING.

6. SIZE OF DITCH AT SITE 8 AND AROUND TOILET BUILDINGS SHALL BE 2FT

WIDE AND 1FT DEEP.3

G-13

NOTES:

1. THE AC CURB SHALL BE CONSTRUCTED AS

SHOWN ON THE PLANS AND AS APPROVED

IN THE FIELD BY THE FOREST SERVICE.

NOTES:

1. THE CURB OUTLET SHALL BE

CONSTRUCTED AS SHOWN ON THE PLANS

AND AS APPROVED IN THE FIELD BY THE

FOREST SERVICE.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST REGION

KIRCH FLAT

CAMPGROUND

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

SURFACE AND

DRAINAGE DETAILS

3/4/2021

CESAR S.

CESAR S.

ANTONIO C.

G-12 13 28

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

12" MIN

(TYP)

OD + 2' MINOD + 2' MIN

L

12" MIN

(TYP)

6" 6"

IN PAVEMENT

12"

12"

1'

PROFILE

CULVERT

NTS

ISOMETRIC

TYPICAL CULVERT TRENCH

G-13

NTS

NOTES:

1. NEW CULVERTS SHALL HAVE RIPRAP ON BOTH THE

INLET AND OUTLET.

2. THE FULL LENGTH OF EXISTING CULVERTS TO REMAIN

SHALL BE FLUSHED AND CLEANED TO UNCLOG AND

RESTORE TO OPERATING CONDITIONS.

3. EXISTING CULVERTS TO REMAIN SHALL HAVE RIPRAP

ON THE OUTLET.

4. GRADE AND PLACE RIP RAP AT 1:1 WHEN NOT

GRADING TO ROAD.

5. THE CULVERTS SHALL BE CONSTRUCTED AS SHOWN

ON THE PLANS AND AS APPROVED IN THE FIELD BY

THE FOREST SERVICE.

MARKING TAPE (TYP.)

PIPE MATERIAL

AND IE PER

PLAN

3" MIN COMPACTED HOT

BITUMINOUS PLANT MIX OVER

TRENCH, SEE SPECIAL PROVISIONS

8" AB @ 95% RC,

SEE SPECIAL PROVISIONS

NATIVE BACKFILL, SEE SPECIAL

PROVISIONS FOR COMPACTION

REQUIREMENTS

EXISTING PAVEMENT

(TYP.)

MOUND AC 1/4" FROM

SAWCUT LINE TO C PIPE

4" MOUNDED TOPSOIL MIX,

SEE SPECIAL PROVISIONS

EXISTING GROUND

NATIVE BACKFILL, SEE

SPECIAL PROVISIONS FOR

COMPACTION REQUIREMENTS

ROCK LINED DITCH

CULVERT OUTLET/INLET: PLACE CLASS II

RIPRAP TO TOP OF PIPE. COVER ENTIRE

EXPOSED AREA OF PIPE.

ROAD SHOULDER

PROFILE GRADE

CULVERT INLET/OUTLET

PLACE CLASS II RIPRAP

TO TOP OF PIPE. COVER

ENTIRE EXPOSED AREA

OF PIPE.

12" MIN

PLACE 2 CY OF RIP RAP

AROUND CULVERT

OUTLET TO TRANSITION

TO ROCK LINED CHANNEL

2.5'

4'

1'

CAMPGROUND

ROAD

CULVERT INLET:

GRADE AND PLACE RIP RAP

TO TIE INTO CURB OUTLET

G-12

2'

OUT OF PAVEMENT

12" MIN

CUT PIPE

END AT 45°

A

G-12

A

F

U

L

V

E

G-13

PROFILE GRADE

ROCK DISSIPATER

G-13

NTS

8 FT

2 FT

1.5 FT

E X

IS

T

IN

G

G R

A D

E

10 FT

4 FT

FLOW LINE OF DITCH

EDGE OF ROCKLINED DITCH

PLACE CLASS II

RIPRAP IN CHANNEL,

MIN. OF 1 FT THICK

FLOW LINE OF DITCH

EDGE OF ROCKLINED DITCH

LENGTH PER PLAN

NOTES:

1. THE FINAL LOCATION OF THE ROCK DISSIPATERS SHALL

BE DETERMINED IN THE FIELD BY THE FOREST SERVICE IN

COORDINATION WITH THE CONTRACTOR.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST REGION

KIRCH FLAT

CAMPGROUND

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

DRAINAGE DETAILS

3/4/2021

CESAR S.

CESAR S.

ANTONIO C.

G-13 14 28

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

INTO CONCRETE

EMBED 4"Ø PIPE

14'-0" O.C.

TYP.

24"

F

C

E

D

6"

1'-3"

EMBED 4"Ø PIPE

INTO CONCRETE

A

C

TYP.

24"

1'-3"

6"

D

14'-0" O.C.

2 FT LONG, RED & WHITE

(1) TYPE 1 BARRICADE

A

(CENTER POST ONLY)

EMBEDDED IN CONCRETE

5"Ø X3' PIPE

SLEEVED INSIDE

4"Ø 6' PIPE

C A

M P

G R

O U

N D

R O

A D

INTERIOR SIDE

TIE BACK POST

GATE LOCKED CLOSED

CENTER POST

H

H

G

A

I

A

B

(2) TYPE 2 OBJECT

1'

HOLE PLUG

PLAN VIEW

SIDES

WELD BOTH

STEEL SLEEVE

5"Ø X 4"

4"Ø PIPE

(STEEL)

1/2" RING TYP.

WELD ALL AROUND

3/4"

TYP.

G

OFF SIDES

EXTEND 1/2"

STEEL PLATE

1/2" x 5"Ø

B

G

TUBING

2 1/2" x 2 1/2" x 3/16"

6"

1"

1/2" CHAMFER

4" X 10" X 1/4" PLATE

2" x 6" x 1/4" PLATE

3/4"Ø HOLE

CONTINUOUS WELD TO PIPE

CONTINUOUS WELD TO PLATE

4"Ø X 6' BLACK

4" X 10" X1 /4" PLATE

6"

2"3"

1"

1/2" CHAMFER

2"x6" x 1/2" PLATE

CONTINUOUS WELD TO TUBING

2 1/2" TUBING

W/ LATCH PLATE

4"Ø X 6' BLACK IRON PIPE

A

K

CUT 3" x 1/2" NOTCH

B

A

A

A

J

2" x 6" x 1/4" PLATEJ

2" x 6" x 1/4" PLATE

L

L

GATE TO GATE POST CONNECTION (2)

NTS

SLEEVE CONNECTION (1)

PLAN VIEW

ELEVATION

TIE BACK POST

G

A

T

E

L

O

C

K

E

D

O

P

E

N

LOCATE AS SHOWN ON THE PLAN

O

C

ISOMETRIC VIEW

LATCH PLATE (J)

IRON PIPE

2" x 6" x 1/2" PLATE K

DOUBLE ARM GATE

G-14

NTS

(O) HOLE PLUG

4"Ø 12" PIPE

1/2" x 5"Ø PLATE

M

MARKER, YELLOW

N

O

2" x 6" x 1/2" PLATE

2" x 6" x 1/4" PLATE

5" X 3' BLACK IRON PIPE

2 1/2" x 2 1/2" x 3/16" x 14' SQ. TUBING

PORTLAND CEMENT CONCRETE

1/2" x 5"Ø PLATE

1/2" STEEL RINGS

5"Ø x 4" SLEEVE

J

K

I

H

G

F

E

D

C

B

A

NOTES

KEYED

DESCRIPTION

L 4" x 10" x 1/4" PLATE

4"Ø X 6' BLACK IRON PIPE

ARM GATE

30 CF

QTY.

DOUBLE

2 1/2" x 2 1/2" x 3/16" x 11' SQ. TUBING

2 1/2" x 2 1/2" x 3/16" x 2' SQ. TUBING

M TYPE 1 BARRICADE

N TYPE 2 OBJECT MARKER

O HOLE PLUG

NOTES:

1. PAINTING: ALL STEEL AND IRON SHALL HAVE ONE COAT OF TYPE I OR

II RED PAINT (AASHTO M-72) AND ONE SHOP COAT OF "DARK

CHOCOLATE" COLOR PAINT (AASHTO M-67).

2. WELDING: ALL WELDING SHALL CONFORM TO A.W.S SPECIFICATIONS.

3. INSTALLATION: GATE SHALL BE INSTALLED SO THAT TYPE 1

BARRICADES WILL APPEAR ON OPEN SIDE OF ROAD FACING PUBLIC.

FILL INSIDE OF 4" POSTS WITH PORTLAND CEMENT CONCRETE TO

TOP OF POSTS. INSTALL POST SO GATE IS LEVEL.

4. TIE BACK POST: TIE BACK POST LENGTH MAY VARY DEPENDING ON

SLOPE OF ROAD.

5. LOCATION AND LENGTH OF ARM GATE: THE FINAL LOCATION OF THE

GATE AND THE LENGTH OF THE ARM GATE SHALL BE FIELD VERIFIED

BY THE CONTRACTOR AND APPROVED BY THE FOREST SERVICE.

A2

4"Ø BLACK IRON PIPE TIE BACK POST

A2

A2

LENGTH VARIES, MAINTAIN 3 FT BURIED

LENGTHS MAY VARY TO KEEP 3 FT BURIED MIN.

B2

2 1/2" x 2 1/2" x 3/16" x 20' SQ. TUBING0

BOTH SIDES OF

POST

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST REGION

KIRCH FLAT

CAMPGROUND

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

GATE DETAILS

3/4/2021

FOREST SERVICE

FOREST SERVICE

ANTONIO C.

G-14 15 28

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

PARKING SPUR

G-15

NTS

VARIES

SEE PLAN

ROAD

DRIVEWAY

COMPACTED NATIVE SOIL/

UNDISTURBED NATIVE OR

STRUCTURAL FILL (ACCEPTED

NATIVE) COMPACTED TO 92%

2' NATIVE MATERIAL

SHOULDER

DOWNHILL PROFILE

PLAN VIEW

S

N

2% IN ANY DIRECTION

2:1 MAX SLOPE

2:1 MAX SLOPE

AS SHOWN ON PLAN

VARIES

G-12

R

E

C

T

I

VARIES

SEE PLAN

ROAD

DRIVEWAY

2' NATIVE MATERIAL SHOULDER

S

2:1 MAX SLOPE

2:1 MAX SLOPE

AS SHOWN ON PLAN

G-12

R

E

C

T

I

VARIES

SEE PLAN

ROAD

DRIVEWAY

COMPACTED NATIVE SOIL/

UNDISTURBED NATIVE OR

STRUCTURAL FILL (ACCEPTED

NATIVE) COMPACTED TO 92%

UPHILL PROFILE

S

2:1 MAX SLOPE

AS SHOWN ON PLAN

G-12

R

E

C

T

I

DOWNHILL PROFILE

2:1 MAX SLOPE

NOTES:

1. SEE PLAN SHEETS FOR LAYOUT OF PARKING SPURS.

2. REFERENCE THE DRAINAGE SHEETS FOR MORE INFORMATION.

3. FINAL GRADES AND SLOPES ON PARKING SPURS SHALL BE APPROVED

BY THE FOREST SERVICE.

4. THE RADIUS OF THE INTERIOR ANGLE OF THE PARKING SPUR SHALL

TYPICALLY BE 5', HOWEVER WHERE IMPRACTICAL THE RADIUS SHALL

BE 3' MIN.

5. WHERE SITE CONDITIONS ALLOW, THE SLOPE OF THE PARKING SPURS

(BOTH THE DRIVEWAY AND PARKING AREA) SHALL NOT EXCEED 2% IN

ANY DIRECTION.

6. WHERE SITE CONDITIONS DO NOT ALLOW FOR 2% IN ANY DIRECTION,

THE RUNNING SLOPE OF DRIVEWAYS SHALL BE NO MORE THAN

8.33% FOR NO MORE THAN 50 FEET. THE CROSS-SLOPE ON

DRIVEWAYS SHALL NOT EXCEED 3%. THE SLOPE OF THE PARKING

AREA SHALL NOT EXCEED 2% IN ANY DIRECTION.

EXCEPTION 1: A RUNNING SLOPE OF UP TO 10% FOR

DRIVEWAYS IS PERMITTED FOR UP TO 30 FEET.

EXCEPTION 2: IF EXCEPTION 1 CANNOT BE MET BECAUSE ONE

OR MORE CONDITIONS FOR DEPARTURE IN SECTION 1.1 OF

FSORAG EXISTS, A RUNNING SLOPE OF NO MORE THAN 10% IS

PERMITTED FOR NO MORE THAN 50 FEET.

R=30' TYP.

R=5' TYP.

V

A

R

I

E

S

VARIES, SEE PLAN

LIVING AREA AND TENT PAD,

SEE PLAN SHEETS FOR LAYOUT

ROCK AND POST BARRIERS,

SEE PLAN FOR LAYOUT

30°-60° TYP.

S

A

N

CAMPSITE MARKER

CONSTRUCTION STA POINT

EX. TREE

EX. TREE

TRAFFIC FLOW

G-17

G-16

USE ROCK BARRIERS AS SHOWN AT

PARKING SPURS TO HOLD CORNERS

VARIES

VARIES

3" AC PAVEMENT

6" COMPACTED AGGREGATE,

BASE COURSE, GRADING B

COMPACTED NATIVE SOIL/

UNDISTURBED NATIVE OR

STRUCTURAL FILL (ACCEPTED

NATIVE) COMPACTED TO 92%

3" AC PAVEMENT

6" COMPACTED AGGREGATE,

BASE COURSE, GRADING B

3" AC PAVEMENT

6" COMPACTED AGGREGATE,

BASE COURSE, GRADING B

OR AS SHOWN ON PLAN

PARKING AREA

25'

OR AS SHOWN ON PLAN

PARKING AREA

25'

OR AS SHOWN ON PLAN

PARKING AREA

25'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST REGION

KIRCH FLAT

CAMPGROUND

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

PARKING SPUR DETAILS

3/4/2021

CESAR S.

CESAR S.

ANTONIO C.

G-15 16 28

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

ROCK AND POST BARRIERS

G-16

NTS

C C

BARRIER POSTS

MAXIMUM

FINISH

GRADE

O.C.MAX.

MAX.

MINIMUM

M

X

1 MIN.

TYPICAL ROCK GROUPING DETAIL

Good set

Poor set

NOTES:

1. POSTS SHALL BE MANUFACTURED BY:

PERMAPOST PRODUCTS CO., 4205 SE WITCH HAZEL RD, HILLSBORO, OREGON 97123.

ATTENTION JAYNE BOND OR BRUCE LIPPS. 503-619-0212 OR SALES.PERMAPOST@GMAIL.COM.

TREATMENT ON POSTS SHALL BE .50 PENTACHLOROPHENOL (TYPE A) TREATED MATERIAL

(CHOCOLATE BROWN COLOR), INCISED, #1/BETTER COASTAL DOUGLAS FIR GREEN,

INDEPENDENT INSPECTION AND BMP OR APPROVED EQUAL BY THE FOREST SERVICE.

2. ROCKS SHOULD VARY IN DISTANCE FROM SHOULDER OF ROAD & BE RANDOMLY SPACED FOR MORE

NATURAL APPEARANCE.

3. BURY ROCKS WITH WEATHERED PORTION ABOVE GROUND & AT LEAST 1/3 OF ROCK BELOW GRADE TO

REFLECT NATURAL FORMATIONS & TO CREATE VISUAL STABILITY. DO NOT SET ROCK ON GRADE. PLACE

ROCKS WITH LARGEST DIMENSION PARALLEL TO ROADWAY.

4. GROUPINGS OF VARIED SIZED ROCKS & RELATING BARRIERS TO EXISTING OUTCROPS IS DESIRABLE.

5. PLACE ROCK BARRIERS 2' MIN. FROM ROAD AND BARRIER POSTS 2' MIN. FROM ROAD.

6. PLACE ROCK AND POST BARRIERS 2' MIN. FROM EDGE OF PAVEMENT, EXCEPT WHERE SHOWN

OTHERWISE ON THE PLANS.

7. ROCKS AND POSTS SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. ROCKS TO BE

DOMINANT. BARRIER POST GROUPING: MAXIMUM 5 POSTS IN A ROW, MINIMUM 2 POSTS, EXCEPT

WHERE TERRAIN DOES NOT ALLOW FOR ROCKS THEN MAXIMUM OF POST INCREASES UNTIL TERRAIN

ALLOWS FOR ROCKS TO BE INSTALLED.

8. ROCKS MAY NOT BE SCAVENGED FROM THE PROJECT SITE TO BE USED AS BARRIERS. EXISTING ROCK

BARRIERS OR ROCK ENCOUNTERED DURING EXCAVATION MAY BE USED AS BARRIERS AND

INTEGRATED PER THIS DETAIL.

9. WHEN EXISTING ROCK BARRIERS OR ROCK BOULDERS ARE NOT AVAILABLE ONSITE, CONTRACTOR

SHALL PURCHASE THE ROCK BOULDERS.

PLAN

C C

BARRIER POSTS

C

SECTION

MAX.

Good set

M I N

3'-5"

4'-0" 4'-0"

5'-0" O.C. 5'-0" O.C.

5'-0" O.C.

4'-0"5'-0"

5'-0"4'-0"

A

A

MIN. SIZE ROCK: 8 CU FT / 1400 LB

AVG. SIZE ROCK: 9 CU FT / 1600 LB

MAX. SIZE ROCK: 18 CU FT / 3200 LB

DESIRED RATIO:

3 AVG.

1 MAX.

M I N

RELATE ROCK WITH OTHER

LANDSCAPE FEATURES TO

BETTER BLEND.

SQUARE POSTS. UTILIZE POSTS IN

OPEN FLAT AREAS, POSTS SHALL BE

LOCATED AS SHOWN ON THE PLANS.

EXISTING TREES

AND SHRUBS.

EXISTING

ROCKS

TYPICAL ROCK

GROUPING:

1-5 ROCKS.

UTILIZE NATURAL BARRIERS SUCH AS

EXISTING TREES, SHRUBS, ROCK

OUT-CROPPINGS, STEEP SLOPES AND CREEK

CROSSINGS WHERE POSSIBLE AND

PRACTICAL. DESIGN A 4'-0" GAP BETWEEN

VEGETATION EDGE AND BARRIERS.

ALL POSTS SHALL EXTEND

18" ABOVE FINISH GRADE.

SQUARE POSTS. BARRIER POSTS SHALL BE BURIED A

MIN. OF 24" BELOW GRADE. 8"x8"x42" LONG (MIN)

DOUGLAS FIR PRESSURE TREATED. POSTS SHALL HAVE

1" 45° CHAMFER ON TOP END.

MAX.

4'-0"

EP

EP

2' OFFSET FROM AC OR CONCRETE

STEPS

G-16

NTS

4'-0"

6" TYP

UP TO 1%

SLOPE

S

L

O

P

E

O

P E

2% SLOPE

EXISTING GROUND

COMPACTED

NATIVE MATERIAL

WOOD STEPS

DAYLIGHT FILL

15" TYP

5' LANDING BETWEEN

SETS OF 3 to 5 STEPS TYP

15"

18" #4 REBAR ANCHOR

DRIVEN THROUGH DRILLED

HOLES IN TIMBERS (TYP)

WOOD STEP TREAD 6" X 6" X 5' SRS PTDF WITH HALF LAP

JOINT AT BOTH ENDS TO CONFECT WITH STAIR FRAME

6" X 6" X 4' SRS PTDF TIMBER STAIR

FRAME. CUT HALF LAP JOINT ON

EXPOSED END FOR STEP JOINERY

4'

NOTES:

1. POSTS SHALL BE MANUFACTURED BY:

PERMAPOST PRODUCTS CO., 4205 SE WITCH HAZEL RD, HILLSBORO, OREGON 97123.

ATTENTION JAYNE BOND OR BRUCE LIPPS. 503-619-0212 OR SALES.PERMAPOST@GMAIL.COM.

TREATMENT ON POSTS SHALL BE .50 PENTACHLOROPHENOL (TYPE A) TREATED MATERIAL

(CHOCOLATE BROWN COLOR), INCISED, #1/BETTER COASTAL DOUGLAS FIR GREEN, INDEPENDENT

INSPECTION AND BMP OR APPROVED EQUAL BY THE FOREST SERVICE.

2. REBAR SHALL BE DRIVEN DOWN 1" BELOW STEP AND THEN CAULKED WITH ELASTOMERIC SEALANT: ONE

PART NON-ACID-CURING SILICONE TYPES; GRADE NS;CLASS 25 AND SHALL BE BROWN OR CLEAR IN COLOR.

3. SAW CUT ENDS SHALL BE RETREATED.

4. STEPS SHALL BE CONSTRUCTED ALONG ALIGNMENT AS SHOWN ON THE PLANS, HOWEVER FIELD FIT TO

INCORPORATE EXISTING NATURAL FEATURES SUCH AS TREES AND ROCKS.

5. STEPS SHALL TYPICALLY BE 15" ON CENTER, INCLUDING WHEN STEPS ARE ON A CURVE.

6. PROTECT EXISTING VEGETATION TO THE EXTENT POSSIBLE.

7. STEPS SHALL BE CONSTRUCTED WHEN RUNNING SLOPE OF AN ORAR EXCEEDS 10%.

TREAD

6" X 6" X 4' SRS PTDF

TIMBER BASE FRAME

FOR WOOD STEPS

3" 15"

LANDING

LANDING

S

L

O

P

E

O

P E

4'-0"

# 4 REBAR ANCHOR

HARDENED AGGREGATE

SURFACE TRAIL

G-11

SECTION 2

SECTION 1

PLAN

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST REGION

KIRCH FLAT

CAMPGROUND

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

ROCK AND POST

BARRIER AND STEP

DETAILS

3/4/2021

CESAR S.

CESAR S.

ANTONIO C.

G-16 17 28

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

SIGN INSTALLATION

1) CARRIAGE BOLT (3/8")

2) GALV. WASHER

3) SIGN

4) POST (6"X6" OR 4"X4")

5) METAL WASHERS

6) NUT

7) RECESS (OPTIONAL)

NOTES:

1. ALL SIGN POSTS SHALL HAVE 1" 45° CHAMFER ON TOP END OF

POST, UNLESS NOTED OTHERWISE.

2. ALL CARRIAGE BOLTS SHALL BE 3/8"; ROUND HEAD, INSTALLED

PER THE SIGN…