A06_Specs-Drawings_EllaMtn-OakSprings.pdf

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COVER SHEET

1 16

TS-1

BUREAU OF LAND MANAGEMENT

UNITED STATES DEPARTMENT OF THE INTERIOR

ELLA MOUNTAIN & OAK SPRINGS TRILOBITE TRAILHEAD SITES

AREA REFERENCE MAP

SYMBOL DESCRIPTION SYMBOL

DESCRIPTION

INTERSTATE HIGHWAY

U.S. HIGHWAY

STATE CAPITOL

BLM STATE OFFICE

BLM DISTRICT OFFICE

N

N

PROJECT LOCATION

OAK SPRINGS TRILOBITE

ELLA MOUNTAIN

CALIENTE

VICINITY MAP LOCATION MAP

SHEET INDEX

SHEET

DESCRIPTION

P H

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ELY DISTRICT, NEVADA

CALIENTE FIELD OFFICE

LINCOLN COUNTY, NEVADA

PHASE 1

TRAILHEAD SITE

TRAILHEAD SITE

TS-1

LM-1

GN-1

EM-SL-1

EM-SG-2

OS-SL-1

OS-SG-2

COVER SHEET

LOCATION MAP & SURVEY CONTROL

CIVIL ABBREVIATIONS & LEGEND

ELLA MOUNTAIN TRAILHEAD

OAK SPRINGS TRILOBITE

SITE LAYOUT PLAN

GRADING POINTS

TRAILHEAD SITE GRADING POINTS

DT-1

DT-2

VAULT TOILET INSTALLATION

CIVIL DETAILS 1

DETAILS

OS-SL-2 OAK SPRINGS TRILOBITE

TRAILHEAD SITE LAYOUT

ELLA MOUNTAIN TRAILHEAD SITE

SITE LAYOUT PLAN

OAK SPRINGS TRILOBITE TRAILHEAD

EM-SG-1

SITE GRADING PLAN

ELLA MOUNTAIN TRAILHEAD

DETAILS

OS-SG-1 OAK SPRINGS TRILOBITE

TRAILHEAD SITE GRADING PLAN

STRUCTURAL GENERAL NOTES

EM-SG-3

CIVIL SECTIONS

ELLA MOUNTAIN TRAILHEAD SITE

DT-3 CIVIL DETAILS 2

SN-1

SQ-1 SUMMARY OF QUANTITIES

6/30/21

10/30/2020

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SUMMARY OF

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LOCATION MAP &

SURVEY CONTROL

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LM-1

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U.S. HIGHWAY

LEGEND

RECREATION

IMPROVEMENTS

OAK SPRINGS TRILOBITE TRAILHEAD SITE ELLA MOUNTAIN TRAILHEAD SITE

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BENCHMARK "L 57"

BASIS OF BEARINGS

GRID NORTH, PER "THE

NEVADA COORDINATE

SYSTEM OF 1983, EAST

ZONE", AS DEFINED BY THE

NEVADA REVISED STATUTES,

CHAPTER 327.

BENCHMARK

NATIONAL GEODETIC

SURVEY MONUMENT

"L 57", BEING A 3

" BRASS

DISK IN A CONCRETE BASE,

STAMPED "U.S. COAST

GEODETIC SURVEY

BENCHMARK, ELEV. _____

FEET ABOVE MEAN SEA

LEVEL, $250 FINE OR

IMPRISONMENT FOR

DISTURBING THIS MARK, "

ELEVATION: 4959.08 FEET

NAVD 1988

1511.531 METERS

NAVD 1988

SECTION / DETAIL DESIGNATIONS

ON DRAWING WHERE SECTION

OR DETAIL IS TAKEN:

SECTION (LETTER) OR

DETAIL (NUMERAL)

DESIGNATION

DRAWING NUMBER

(REPLACED WITH A LINE

IF TAKEN AND SHOWN

ON SAME SHEET)

ON DRAWING WHERE SECTION

IS SHOWN:

DRAWING NUMBER(S)

WHERE TAKEN

ON DRAWING WHERE DETAIL

IS SHOWN:

WHERE TAKEN

DRAWING NUMBER(S)

ON DRAWING WHERE ONLY A

TITLE IS REQUIRED WITH NO

REFERENCE (eg: ELEVATIONS)

SECTION CALLOUT WHERE SECTION

IS ON THE SAME SHEET AND CUT

EXTENDS TO A FIXED LIMIT

SECTION CALLOUT WHERE SECTION

IS ON ANOTHER SHEET AND CUT

EXTENDS THROUGHOUT ENTIRE SHEET

NORTH ARROW; CAN BE MODIFIED

TO INCLUDE MAGNETIC NORTH ALONG

WITH PROJECT NORTH

KEYNOTE NUMBER

DESIGN DETAIL DESIGNATION (NUMERAL)

SHOWN ON DESIGN DETAIL DRAWING(S)

ALL DESIGN DETAILS ARE TYPICAL AND MUST BE USED IF DESIGN

DETAIL DESIGNATION IS NOT SHOWN

2.

1.

NOTES:

DESIGN DETAIL DESIGNATION

REVISION / ADDENDA NUMBER

DRAWING NUMBER

WHERE SHOWN

THE TERM STANDARD DETAIL, OR A FORM OF IT, IS SYNOMONOUS WITH

DESIGN DETAIL. THE DESIGN DETAILS REPRESENT THE CHARACTER AND

NATURE OF THE WORK REQUIRED THROUGHOUT THE PROJECT. ALL

ASSOCIATED WORK SHALL BE IN ACCORDANCE WITH THE DESIGN

DETAILS SHOWN WHETHER THE DETAILS ARE SPECIFICALLY

REFERENCED OR NOT.

ABBREVIATIONS

ASTM

BW

CY

EA

EG

EOP

EXST

EXT

FFE:

FG

GB

LT

ME

MIN

POB

PC

POE

PI

PT

PSF

PSI

R

RR

RT

SS

SY

TYP

UG

UON

VT

W/

WP

WS

AMERICAN SOCIETY

FOR TESTING AND MATERIALS

BACKWASH

CUBIC YARD

EACH

EXISTING GRADE

EDGE OF PARKING

EXISTING

EXTERIOR

FINISH FLOOR ELEVATION

FINISH GRADE

GRADE BREAK

LEFT

MATCH EXISTING

MINIMUM

POINT OF BEGINNING

POINT OF CURVATURE

POINT OF ENDING

POINT OF INTERSECTION

POINT OF TANGENCY

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

RADIUS

RESTROOM

RIGHT

SANITARY SEWER

SQUARE YARD

TYPICAL

UNDERGROUND

UNLESS OTHERWISE NOTED

VAULT TOILET

WITH

WATERPROOF

WATER STOP

DRAWING TITLE

SCALE

1234-567

A

R-2

B

R-1

SECTION

SCALE

R-3

DETAIL

SCALE

A

B

R-2

N

B

R-2

0 1 2 3

1"=1'-0"

SCALE BAR

MB-4

ELEVATION CALLOUT WHERE ELEVATION

IS ON ANOTHER SHEET

SITE SYMBOLS - GENERAL

VAULT TOILET

SHADE STRUCTURE

LIMITS OF DISTURBANCE

FENCE

1 POINT NUMBER

GRAVEL RESURFACING

FIRE RING

GRILL

PICNIC TABLE

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R=20'

R=20'

E

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LIMITS OF

DISTURBANCE

TYP

R=15'

R=20'

DT-2

CONSTRUCT DRIVEWAYS AND

PARKING AREAS WITH GRAVEL

SURFACING, SEE DETAIL

STAGING/

SPOILS

AREA

DT-3

INSTALL INFORMATIONAL

KIOSK, PER DETAIL

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ELLA MOUNTAIN

TRAILHEAD SITE

LAYOUT PLAN

6 16

EM-SL-1

N

(IN FEET) 1 inch = ft.

GRAPHIC SCALE

40 20 40 80

P H

A S

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LINE TABLE

LINE #

L1

L2

L3

DIRECTION

N20°38'57"E

S11°15'00"E

S67°30'00"W

LENGTH

57.99'

108.95'

29.65'

CURVE TABLE

CURVE #

C1

C2

DELTA

148°06'06"

078°45'00"

LENGTH

98.22'

68.72'

RADIUS

38.00'

50.00'

TANGENT

73.07'

63.44'

NOTES:

NO DISTURBANCE OR VEGETATION

REMOVAL SHALL BE PERMITTED

OUTSIDE OF THE INDICATED LIMITS OF

DISTURBANCE.

POINT NORTHING EASTING STATION DESCRIPTION

POINT # NORTHING

27264358.67

27264232.79

STATION

10+00.00

13+63.53

OFFSET

0.00'

EASTING

970757.86

970815.09

DESCRIPTION

POB

POE0.00'

27264467.53

27264467.53

11+05.20

11+27.03

30.04' LT970816.05

970861.05

EOP

44.77' LT

27264384.79

27264305.34

11+72.84

12+53.84

30.00' RT970824.96

970840.76

EOP

EOP

EOP30.00' RT

27264391.

27264322.41

11+78.77

12+48.77

32.00' LT970886.92

970900.58

SPOILS

AREA

32.00' LT

SPOILS

AREA

27264454.11 9707800.97 10+95.17 18.08' LT

27264476.52 970787.89

27264452.59 970791.91

KIOSK POST 1

KIOSK POST 2

KIOSK POST 3

10+92.18 19.32' LT

10+88.92 19.69' LT

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P P h d w g

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ELLA MOUNTAIN

TRAILHEAD SITE

GRADING PLAN

7 16

EM-SG-1

N

P H

A S

E

(IN FEET) 1 inch = ft.

GRAPHIC SCALE

40 20 40 80

GRADING LEGEND

GRADE BREAK

GRADING POINT10

GRADING

DAYLIGHT LINE

SEE SHEET EM-SG-2 FOR GRADING POINT DATA

DITCH

GRADING POINTS

PT.

NORTHING

27264407.73

27264407.11

27264417.16

27264449.48

27264453.50

27264467.53

27264467.53

27264449.50

27264418.60

27264389.84

27264315.43

27264281.33

27264233.05

27264229.49

27264203.48

27264260.76

27264251.23

27264255.23

27264284.78

27264297.75

EASTING

970735.00

970763.29

970767.08

970811.65

970816.05

970816.05

970861.05

970861.05

970861.05

970866.77

970881.57

970884.70

970847.08

970838.47

970827.60

970802.69

970828.23

970837.89

970860.94

970860.62

ELEV.

5845.17

5848.10

5848.27

5851.00

5851.31

5851.03

5851.03

5851.39

5852.32

5853.89

5855.79

5854.66

5850.55

5849.81

5849.33

5847.37

5849.38

5850.21

5853.94

5854.66

DESCRIPTION

PC, R=15', ME

PT

PC, R=15'

PC, R=4'

PT

PI

PI

GB

PI

GB

PC, R=62'

GB

PT

PC, R=20'

ME

ME

PC, R=20'

PT

GB

PC, R=38

GRADING POINTS

PT.

NORTHING

27264304.93

27264308.07

27264305.34

27264384.79

27264387.52

27264392.22

27264404.60

27264425.44

27264408.70

27264351.30

27264336.71

EASTING

970859.19

970854.49

970840.76

970824.96

970838.69

970841.83

970839.37

970816.05

970789.54

970767.90

970768.09

ELEV.

5855.07

5854.95

5854.53

5852.50

5852.92

5853.05

5852.78

5852.11

5849.00

5846.85

5847.17

DESCRIPTION

PT

PC, R=4'

PI

PI

PT

PC, R=4'

PT

GB

PC, R=26'

PT

PC, R=20', ME

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M

O U

N T

A

A

I L H

E A

D

S

I T

E

G

R A

D I N

G

P

O I N

T S

L I N

C O

U

N T

Y N

E V

A D

A

D

D G

P P h d w g

J

K

A B

L E

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R

B

L A

N C

H A

R D

P

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O B

I N

S O

N

J

K

A B

L E

R

O C

T O

B E

R

ELLA MOUNTAIN

TRAILHEAD SITE

GRADING POINTS

8 16

EM-SG-2

P H

A S

E

EM-SG-1

SECTION

NTS

2'

B

EM-SG-1

SECTION

NTS

C

EM-SG-1

SECTION

NTS

EXISTING GRADE

24'

DRIVE LANE

2'

L I M

I T

S

O

F

D I S

T U

R B

A N

C E

18'

PARKING

VARIES SPOILS DISPOSAL AREA

2'

L I M

I T

S

O

F

D I S

T U

R B

A N

C E

3% MAX

3% MAX

EXISTING GRADE

EXISTING GRADE

GRAVEL SURFACING.

SEE DETAIL

DT-2

24'

VARIES

VARIES 2'

L I M

I T

S

O

F

D I S

T U

R B

A N

C E

GRAVEL SURFACING.

SEE DETAIL

DT-2

GRAVEL SURFACING.

SEE DETAIL

DT-2

3% MAX

3% MAX

24'

VARIES 2'

2'

DITCH

VARIES

L I M

I T

S

O

F

D I S

T U

R B

A N

C E

L I M

I T

S

O

F

D I S

T U

R B

A N

C E

L I M

I T

S

O

F

D I S

T U

R B

A N

C E

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

GRADE SPOILS DISPOSAL

AREA TO DRAIN 2% MIN,

33% MAX

A

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D

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I V

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E C

T I O

N S

L I N

C O

U

N T

Y N

E V

A D

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D

D G

P P h d w g

J

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L A

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H A

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O B

I N

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A B

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T O

B E

R

T

E D

ELLA MOUNTAIN

TRAILHEAD SITE

CIVIL SECTIONS

9 16

EM-SG-3

P H

A S

E

INSTALL VAULT TOILET

SEE DRAWING DT-1

12'

DEMOLISH FENCE AND

INSTALL FABRICATED

SWING GATE.

SEE DETAIL

WOODEN FENCE

REMOVE AND REPLACE

IN KIND AS NEEDED FOR

CONSTRUCTION ACCESS

EXISTING PICNIC

TABLES. RELOCATE

TO UNDERNEATH

SHADE STRUCTURES.

(TYP OF 2)

RESURFACE PARKING

AREA WITH GRAVEL SURFACING

SEE DETAIL

EXISTING VEGETATION

PROTECT IN PLACE, TYP

EXISTING DIRT PATH

GRAVEL

DRIVEWAY

4'-0" GRAVEL

PATH TYP

A

C

C

E

A

D

G

R

A

V

E

L

A

C

C

E

A

D

G

R

A

V

E

L

EXISTING CULVERT

PROTECT IN PLACE

OS-SL-2

DT-2

DT-2

PICNIC AREA.

SEE DETAIL

PICNIC AREA.

SEE DETAIL

OS-SL-2

EXISTING KIOSK.

PROTECT IN PLACE

EXISTING BOX.

PROTECT IN PLACE

4'-0" GRAVEL

PATH TYP.

INSTALL RESERVED

PARKING SIGN PER

DETAIL

EXISTING PORTABLE

TOILET. PROTECT IN

PLACE

DT-3

SPOILS

DISPOSAL

LOCATION

A

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M A

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D E

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R I P

T I O

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P P

R O

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D D

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4 5

U N

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D

E P

A R

T M

E N

T

O

F

T

T E

R I O

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B U

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L

A N

D

M

A N

A G

E M

E N

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D

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E L

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N T

A

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I L

O B

I T

E

T

R A

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H E

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E S

O A

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S

P R

I N

I L O

B I T

E

T

R A

I L H

E A

D

S

I T

E

L A

Y O

A

N

L I N

C O

U

N T

Y N

E V

A D

A

D

D S

P P h d w g

J

K

A B

L E

R

R

B

L A

N C

H A

R D

P

R

O B

I N

S O

N

J

K

A B

L E

R

O C

T O

B E

R

T

E D

OAK SPRINGS

TRILOBITE TRAILHEAD

SITE LAYOUT PLAN

10 16

OS-SL-1

N

NOTES:

1. NO DISTURBANCE OR

VEGETATION REMOVAL

SHALL BE PERMITTED

OUTSIDE OF THE INDICATED

LIMITS OF DISTURBANCE.

2. SURFACE NEW PATHWAYS

WITH GRAVEL SURFACING.

SEE DETAIL

P H

A S

E

(IN FEET) 1 inch = ft.

GRAPHIC SCALE

40 20 40 80

DT-2

4'-0"

4'-0"

4'-0"

3'-0"

2'-6"

4'-0"

4'-0"

4'-0"

3'-0"

2'-6"

A

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A L E

D A

T E

C H

K

M A

R K

B

D E

S C

R I P

T I O

N A

P P

R O

V E

D D

A T

E

C

4 5

U N

I T

A

T E

S

D

E P

A R

T M

E N

T

O

F

T

T E

R I O

R

B U

R E

L

A N

D

M

A N

A G

E M

E N

T

D

E

E L

U

N T

A

R

I N

I L

O B

I T

E

T

R A

I L

H E

T

E S

O A

K

S

P R

I N

I L O

B I T

E

T

R A

I L H

E A

D

S

I T

E

L A

Y O

T

A I L S

L I N

C O

U

N T

Y N

E V

A D

A

D

D G

P P h d w g

J

K

A B

L E

R

R

B

L A

N C

H A

R D

P

R

O B

I N

S O

N

J

K

A B

L E

R

O C

T O

B E

R

T

E D

OAK SPRINGS

TRILOBITE TRAILHEAD

SITE LAYOUT DETAILS

11 16

OS-SL-2

P H

A S

E

N

N

OS-SL-1

LAYOUT DETAIL

SCALE: 1" = 10'

OS-SL-1

LAYOUT DETAIL

SCALE: 1" = 10'

INSTALL ACCESSIBLE PICNIC TABLE

KEYNOTES

RELOCATED PICNIC TABLE FROM

PARKING AREA.

INSTALL ACCESSIBLE GRILL PER

DETAIL

INSTALL ACCESSIBLE FIRE RING PER

DETAIL

INSTALL 16'x24' SHADE STRUCTURE PER

MANUFACTURER'S DETAILS AND

SPECIFICATIONS

PICNIC AREA. SURFACE WITH

COMPACTED EARTHFILL PER

SPECIFICATIONS

SHADE STRUCTURE FOUNDATION PER

DETAIL, TYP.

DT-2

DT-2

DT-2

LIMITS OF

DISTURBANCE,

TYP

FFE: 5779.50

FFE: 5779.25

SPOILS

DISPOSAL

LOCATION

142142

A

B

C

D

E

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5 6

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S C

A L E

D A

T E

C H

K

M A

R K

B

D E

S C

R I P

T I O

N A

P P

R O

V E

D D

A T

E

C

4 5

U N

I T

A

T E

S

D

E P

A R

T M

E N

T

O

F

T

T E

R I O

R

B U

R E

L

A N

D

M

A N

A G

E M

E N

T

D

E

E L

U

N T

A

R

I N

I L

O B

I T

E

T

R A

I L

H E

T

E S

O A

K

S

P R

I N

I L O

B I T

E

T

R A

I L H

E A

D

S

I T

E

G

R A

D I N

G

P

L A

N

L I N

C O

U

N T

Y N

E V

A D

A

D

D G

P P

H d w g

J

K

A B

L E

R

R

B

L A

N C

H A

R D

P

R

O B

I N

S O

N

J

K

A B

L E

R

O C

T O

B E

R

T

E D

OAK SPRINGS

TRILOBITE TRAILHEAD

SITE GRADING PLAN

12 16

OS-SG-1

N

NOTES:

1. NO DISTURBANCE OR VEGETATION

REMOVAL SHALL BE PERMITTED

OUTSIDE OF THE INDICATED LIMITS OF

DISTURBANCE.

2. SEE SHEET OS-SG-2 FOR GRADING

POINT DATA.

P H

A S

E

(IN FEET) 1 inch = ft.

GRAPHIC SCALE

40 20 40 80

GRADING LEGEND

GRADE BREAK

GRADING POINT10

GRADING

DAYLIGHT

GRADING POINTS

PT.

NORTHING

27290365.95

27290380.85

27290382.54

27290388.72

27290374.66

27290360.61

27290351.89

27290403.98

27290403.95

27290398.13

27290398.10

27290385.82

27290387.51

27290408.19

27290412.21

27290412.21

27290407.93

27290412.21

27290429.21

27290429.21

27290429.21

27290412.21

27290412.21

27290397.10

EASTING

908486.34

908508.25

908510.74

908519.83

908529.39

908508.72

908495.90

908501.22

908504.22

908501.16

908504.16

908504.88

908507.36

908514.22

908515.78

908518.78

908520.22

908504.78

908504.78

908529.28

908545.28

908545.28

908529.28

908584.37

ELEV.

5779.19

5779.50

5779.50

5779.50

5779.50

5779.50

5779.19

5778.94

5778.97

5779.20

5779.20

5779.48

5779.48

5779.04

5779.25

5779.25

5779.12

5779.25

5779.25

5779.25

5779.72

5779.72

5779.25

5781.85

DESC.

FG

FG/FFE

FG/FFE

FG/FFE

FG/FFE

FG/FFE

FG

ME

ME

FG

FG

FG

FG

ME

FG/FFE

FG/FFE

ME

FG/FFE

FG/FFE

FG/FFE

FG

FG

FG/FFE

ME

GRADING POINTS

PT.

NORTHING

27290400.54

27290403.50

27290407.10

27290412.20

27290433.31

27290391.45

27290396.69

27290399.65

27290403.30

27290408.54

27290430.10

27290425.95

27290437.38

27290441.15

27290429.71

27290436.89

27290448.33

27290436.89

27290436.89

27290417.38

27290417.98

27290399.50

27290399.27

27290387.37

EASTING

908605.49

908617.26

908628.66

908641.74

908679.03

908606.63

908606.63

908618.35

908629.90

908643.34

908681.43

908684.58

908675.95

908680.94

908689.57

908699.09

908690.45

908702.09

908714.09

908702.09

908714.09

908702.09

908714.09

908702.09

ELEV.

5782.13

5782.18

5782.48

5782.88

5784.90

5781.82

5782.05

5782.10

5782.40

5782.80

5784.87

5784.88

5784.91

5785.00

5785.00

5785.00

5785.00

5784.50

5784.50

5783.96

5783.60

5783.46

5783.53

5783.10

DESC.

FG

FG

FG

FG

FG

ME

FG

FG

FG

FG

FG

FG

FG

FG/FFE

FG/FFE

FG/FFE

FG/FFE

FG

FG

FG

FG

FG

FG

ME

GRADING POINTS

PT.

NORTHING

27290387.37

27290387.59

27290387.37

27290420.24

27290362.57

EASTING

908714.09

908696.82

908701.09

908754.09

908754.09

ELEV.

5783.48

5782.96

5783.03

5782.10

5782.97

DESC.

ME

ME

ME

ME

ME

A

B

C

D

E

1 2

5 6

SHEET

SHEET TITLE

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A

D R

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B

Y

A P

P R

O V

S C

A L E

D A

T E

C H

K

M A

R K

B

D E

S C

R I P

T I O

N A

P P

R O

V E

D D

A T

E

C

4 5

U N

I T

A

T E

S

D

E P

A R

T M

E N

T

O

F

T

T E

R I O

R

B U

R E

L

A N

D

M

A N

A G

E M

E N

T

D

E

E L

U

N T

A

R

I N

I L

O B

I T

E

T

R A

I L

H E

T

E S

O A

K

S

P R

I N

I L O

B I T

E

T

R A

I L H

E A

D

S

I T

E

G

R A

D I N

G

P

O I N

T S

L I N

C O

U

N T

Y N

E V

A D

A

D

D G

P P

H d w g

J

K

A B

L E

R

R

B

L A

N C

H A

R D

P

R

O B

I N

S O

N

J

K

A B

L E

R

O C

T O

B E

R

T

E D

OAK SPRINGS

TRILOBITE TRAILHEAD

SITE GRADING POINTS

13 16

OS-SG-2

P H

A S

E

4" COMPACTED

GRANULAR FILL

FILL SLOPE

2:1 TYP

FILL SLOPE

2:1 TYP

2% M

AX

1'-0" 1'-0"

VENT SCREENS

(TYP. TWO PLACES)

SEE SPECIFICATION SECTION 13 34 23 FOR

MANUFACTURER AND BASIS OF DESIGN INFORMATION

PREPARED SUBGRADE IN ACCORDANCE

WITH SPECIFICATIONS. 5' MINIMUM AROUND VAULT

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND.

FFE: 5785.00

FILL SLOPE

2:1 TYP

PREMANUFACTURED

DOUBLE VAULT

TOILET BULDING.

A

B

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M A

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D E

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R I P

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O B

I T

E

T

R A

I L

H E

T

E S

V A

U

I L E

T

I N

S T

A L

L A

T I O

N

D

E T

A I L S

L I N

C O

U

N T

Y N

E V

A D

A

D

D V

D P h d w g

J

K

A B

L E

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R

B

L A

N C

H A

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P

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O B

I N

S O

N

J

K

A B

L E

R

O C

T O

B E

R

T

E D

VAULT TOILET

INSTALLATION DETAILS

14 16

DT-1

P H

A S

E

OS-SL-1

SWING GATE DETAIL

NTS

1'-4"

MIN

14.5'

L/2 L/2

2'-3"

TIE BACK POST

PER DETAIL

ENTRY DRIVE - CONTRACTOR TO FIELD MEASURE

WIDTH PRIOR TO FABRICATION OF GATES

2" SCH 40 BLACK STEEL PIPE

CUT EXIST. FENCE RAIL AND INSTALL NEW

FENCE POST.MATCH EXISTING FENCE

GATE POST

NTS

1' - 4"

FINISH GRADE

2" SCH 40

BLACK

STEEL PIPE

3/4" x 4" LONG

EXPANSION ANCHOR

BOLT, TYP (4 REQ'D)

4" SCH 40 BLACK

STEEL PIPE

3-1/2" SCH 40 BLACK

STEEL PIPE

4" SCH 40 BLACK

STEEL PIPE

M

I T

E R

ROTATION GATE

RISES 1/2" IN 90°

4" PIPE FLANGE

CONCRETE FOOTING

OS-SL-2

FOUNDATION DETAIL

NTS

FINISH GRADE

4'-0" CLR

SEE DETAIL 2

DT-3

AGGREGATE BASE

TOP OF PREPARED

SUBGRADE

PREPARED SUBGRADE

EM-SL-1

GRAVEL SURFACING

NTS

OS-SL-1

GRAVEL RESUFACING

NTS

2'-0" (TYP.)

CANOPY COLUMN

2'-0" (TYP.)

2'-0" (TYP.)

T/CONC 3" MAX

ABOVE FINISHED

GRADE

#4@12"

(3) #4 CONT. (TYP.)

OS-SL-1

AGGREGATE BASE

EXISTING GRAVEL

SURFACE

OS-SL-2

FIRE RING DETAIL

NTS

OS-SL-2

GRILL FOUNDATION DETAIL

NTS

CONCRETE FOUNDATION

PIN ANCHOR BY FIRE

RING MANUFACTURER

R

O C

K

F I L L

8" DIA

CONCRETE FOUNDATION

12"

GRILL. ASSEMBLE IN ACCORDANCE

WITH MANUFACTURER'S INSTRUCTIONS

FFE: PER PLAN

NOTES:

ALL STEEL TO BE HOT DIP GALVANIZED FINISHED

INSTALL

RESERVED

PARKING SIGN

PER DETAIL

5'-0"

DT-3

P E

R

M A

N U

F A

C T

U R

E R

A

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A L E

D A

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C H

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M A

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B

D E

S C

R I P

T I O

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P P

R O

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D D

A T

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C

4 5

U N

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E P

A R

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R I O

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B U

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A N

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A N

A G

E M

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T

D

E

E L

U

N T

A

R

I N

I L

O B

I T

E

T

R A

I L

H E

T

E S

C I V

I L

D

E T

A I

I N

C O

U

N T

Y N

E V

A D

A

D

D C

D P h d w g

J

K

A B

L E

R

R

B

L A

N C

H A

R D

P

R

O B

I N

S O

N

J

K

A B

L E

R

O C

T O

B E

R

T

E D

CIVIL DETAILS 1

15 16

DT-2

P H

A S

OS-SL-1

SIGN INSTALLATION DETAIL

NTS

DT-2

TIE BACK POST DETAIL

NTS

A.

B.

C.

1.

2.

3.

4.

5.

6.

MOUNTING BRACKET

12" x 18" "RESERVED

PARKING" R7-8 SIGN

2" ID (2 3/8" OD)

GALVANIZED WELDED

STEEL PIPE

EXISTING FENCE

CONCRETE BACKFILL

SIGN, 0.080" THICK

ALUMINUM

18" SQUARE WITH 3/4"

RADIUS CORNERS

NOTES:

ALL HOLES TO BE 9/16" DIAMETER FOR 1/2"

BOLTS.

ALL MATERIAL TO BE HOT-DIP GALVANIZED

AFTER FABRICATION.

USE MOUNTING BRACKET NO. THDW-105 OR

APPROVED EQUAL

M

I N

1'-0"

3" MIN

(TYP)

M

I N

MOUNTING

BRACKET

6"

4"

4" SCH 40 BLACK STEEL

PIPE TIE BACK POST

4" x

" SLOT CUT THROUGH

CROSSMEMBER

4" SCH 40 BLACK STEEL

PIPE

4" SCH 40 BLACK STEEL

PIPE TIE BACK POST

T.O.CONCRETE

8"

1-1/2" HOLE TO RECIEVE

LOOSE CHAIN AND

PADLOCK (BY OTHERS)

5" x 2-1/2" x 1/4" BAR

ROUNDED AT BOTH

ENDS

ELEVATION

ELEVATION

CONCRETE FILLED 4"

SCH 40 BLACK PIPE

8"

2" x 6" x 1/4" STRAP

WELDED TO POST

SLOT CUT IN

CROSSMEMBER

2" SCH 40 BLACK

STEEL PIPE

1-1/2" HOLE

x

PLAN

53.25" 55.5"

POST 1

EM-SL-1

KIOSK INSTALLATION DETAIL

NTS

CONCRETE

FOUNDATION

18"

A

SECTION A

POST 2

POST 3

A

B

C

D

E

1 2

5 6

SHEET

SHEET TITLE

OF

D E

S I G

N E

D

B

Y

C A

D

D

L E

P R

O J E

A

D R

A W

N

B

Y

A P

P R

O V

S C

A L E

D A

T E

C H

K

M A

R K

B

D E

S C

R I P

T I O

N A

P P

R O

V E

D D

A T

E

C

4 5

U N

I T

A

T E

S

D

E P

A R

T M

E N

T

O

F

T

T E

R I O

R

B U

R E

L

A N

D

M

A N

A G

E M

E N

T

D

E

E L

U

N T

A

R

I N

I L

O B

I T

E

T

R A

I L

H E

T

E S

C I V

I L

D

E T

A I

I N

C O

U

N T

Y N

E V

A D

A

D

D C

D P h d w g

J

K

A B

L E

R

R

B

L A

N C

H A

R D

P

R

O B

I N

S O

N

J

K

A B

L E

R

O C

T O

B E

R

T

E D

CIVIL DETAILS 2

16 16

DT-3

P H

A S

E