Drawings_-_2_of_3.pdf

A

A

A

C3-2

C3-1

C3-3

C3-4

C3-6

C3-5

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/2 6/1

9 1 6:

S

AR

J:

\23

.15 .1C

\D

RA

W

IN

GS

\23

.15

.1C -0

3-

HC

P-

.D W

G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C3-0

OVERALL HORIZONTAL

CONTROL PLAN

MATCHLINE - SEE SHEET C3-2

GRAVEL DRIVE

(OI7)

GRAVEL DRIVE AND

PARKING LOT

(OI7)

GRAVEL DRIVE TO UPPER

EAST PARKING LOT

L

L

L

L

L

L

L

L

L85

L86

C

C

L

L

L

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

7/1 /19

:1

5 S

AR

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 3-

HC

P-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C3-1

DETAILED HORIZONTAL

M

T C

H L I N

E

S

E

S

H E

T

C

MATCHLINE - SEE SHEET C3-1

MATCHLINE - SEE SHEET C3-3

GRAVEL PAVING

(BASE BID)

ASPHALT PAVING

(OI5)

CONC PAVING

GRAVEL PAVING

(OI4)

2' CONC PAN

OFFICE

FIRE

CONC PAVING

CONC PAVING

TRASH PAD

CONC PAVING

GRAVEL DRIVE TO UPPER

EAST PARKING LOT

(OI8)

CP-1

N1741875.21

E1510924.99

RADIO TOWER

(NOT IN CONTRACT)

N1741858.80 E1510888.34

N1741845.42

E1510903.79

N1741854.49

E1510899.81

TRANSFORMER

(RE: ELEC)

L

L

C

C

L

L

C

C

L50

L51

L

L53

L

L55

L

L57

L

L59

L

L61

L

L63

L

C

L

L

L

C

C21

L68

L

C

L

L

L

L

C

C

L

L

L

L

L

C

C

L

C

C

C

L

L

L

L

L

L

L98

L99

L

L

C

L

L

L

C

C

L

L131

L143

BOX CULVERTS CL

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

7/1 /19

:1

5 S

AR

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 3-

HC

P-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C3-2

DETAILED HORIZONTAL

T C

H L I N

E

S

E

MATCHLINE - SEE SHEET C3-2

MATCHLINE - SEE SHEET C3-4

GRAVEL PAVING

(BASE BID)

ASPHALT PAVING

(OI5)

CONC PAVING

CONC PAVING

SALVAGED WHEEL STOP

(TYP-7)

ACCESSIBLE

PARKING

STALL

(TYP-3)

1' CURB AND

GUTTER

(TYP)

1' CURB AND

GUTTER (TYP)

OFFICE

CP-2

N1741637.24

E1510969.30

L12

L

L

C

C

L

L

C

L

L

L

L

L

L

L

L

C

L32

L

L

L

C

C

L36

L

L38

L39

C12

L40

C

C

L

L

L

L

L

L

L

C

C

L

L

C

L

L

L98

L99

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

7/1 /19

:1

5 S

AR

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 3-

HC

P-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C3-3

DETAILED HORIZONTAL

MATCHLINE - SEE SHEET C3-3

CONC PAVING

1' CURB AND

GUTTER (TYP)

N

W

Y

W

O

O

D

Y

L

GRAVEL PAVING

(BASE BID)

ASPHALT PAVING

(OI5)

EXTENTS OF ASPHALT TO ALIGN WITH RECENT

IMPROVEMENTS TO NM HWY 4 ACCESS ROAD

(NOTIFY CONTRACTING OFFICER OF ANY

DISCREPANCIES PRIOR TO CONSTRUCTION)

CP-2

N1741637.24

E1510969.30

CP-3

N1741589.42

E1510853.66

L

L

L

L

L

C

C

L6

L

C

C

C

L

L

L

L

L12

L

L

L

L

L

L

L

L

L21

C

C

L

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

7/1 /19

:1

5 S

AR

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 3-

HC

P-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C3-4

DETAILED HORIZONTAL

T C

H L I N

E

S

E

MATCHLINE - SEE SHEET C3-6

GRAVEL DRIVE

(OI8)

GRAVEL PAVING

(OI4)

4' REINFORCED

CONC PAN

(OI3)

W

A

R

E

H

O

U

S

E

CONC PAVING

(OI3)

EAST GRAVEL PARKING

(OI8)

FIRE

L

L98

L99

L100

L

L

L

L

L

L

L

L

L

L

L

L

C

L

L

L

L

L

L

L130

L

C

C

L

L133

L

C

L

L

L

L

L

L

L

L

C

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

7/1 /19

:1

5 S

AR

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 3-

HC

P-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C3-5

DETAILED HORIZONTAL

T C

H L

I N

E

S

E

MATCHLINE - SEE SHEET C3-5

GRAVEL PAVING

(OI3)

ASPHALT PAVING

(OI6)

CONC PAVING

(OI8)

CONC PAN

(OI3)

W

A

R

E

H

O

U

S

E

L12

L

C

L

L

L

L

L

L98

L

L

L

L

L

L120

L

L

L

L

L

L

L

L

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

7/1 /19

:1

5 S

AR

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 3-

HC

P-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C3-6

DETAILED HORIZONTAL

LINE TABLE

LINE

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

LENGTH

24.00

41.01

38.08

18.00

2.93

3.50

6.93

37.12

41.12

38.12

18.12

11.00

18.00

22.88

13.05

7.45

12.05

10.43

18.00

26.17

DIRECTION

S44° 00' 36"E

N45° 59' 24"E

N45° 59' 24"E

S44° 00' 36"E

N45° 59' 24"E

N44° 00' 36"W

S45° 59' 24"W

N7° 32' 12"W

S7° 32' 12"E

N7° 32' 12"W

N7° 32' 12"W

N82° 27' 48"E

S82° 27' 48"W

N15° 16' 37"W

N73° 10' 57"E

S73° 10' 57"W

N1° 57' 28"W

S16° 49' 03"E

N82° 27' 48"E

S7° 32' 12"E

START (N, E)

(1741504.48, 1510893.87)

(1741504.48, 1510893.87)

(1741487.21, 1510910.55)

(1741513.67, 1510937.93)

(1741500.73, 1510950.44)

(1741495.07, 1510950.34)

(1741499.89, 1510955.33)

(1741596.30, 1510985.17)

(1741637.59, 1510983.74)

(1741597.62, 1510995.08)

(1741598.40, 1511001.03)

(1741636.15, 1510972.84)

(1741633.10, 1510980.30)

(1741585.54, 1510943.37)

(1741603.83, 1510924.84)

(1741603.83, 1510924.84)

(1741601.68, 1510917.71)

(1741613.82, 1510921.83)

(1741614.38, 1510922.26)

(1741616.74, 1510940.10)

LINE TABLE

LINE

L21

L22

L23

L24

L25

L26

L27

L28

L29

L30

L31

L32

L33

L34

L35

L36

L37

L38

L39

L40

LENGTH

1.24

4.50

20.42

29.36

38.74

18.00

10.00

24.00

7.27

18.00

41.47

18.00

24.01

5.00

5.00

4.50

7.89

15.16

21.12

3.66

DIRECTION

S7° 32' 12"E

N38° 16' 29"E

N7° 32' 12"W

N1° 07' 43"E

S64° 21' 56"E

S25° 38' 04"W

S64° 21' 56"E

S25° 38' 04"W

N64° 21' 56"W

S25° 38' 04"W

N64° 21' 56"W

N38° 16' 29"E

S38° 16' 29"W

S50° 46' 58"E

S50° 46' 58"E

S25° 38' 04"W

N2° 42' 30"E

S87° 17' 30"E

S2° 42' 30"W

S2° 42' 30"W

START (N, E)

(1741615.60, 1510922.09)

(1741683.60, 1510878.08)

(1741630.74, 1510962.46)

(1741677.53, 1510958.29)

(1741717.11, 1510825.71)

(1741733.34, 1510833.49)

(1741737.66, 1510824.48)

(1741759.30, 1510834.86)

(1741756.16, 1510841.41)

(1741772.38, 1510849.20)

(1741754.44, 1510886.59)

(1741720.50, 1510907.20)

(1741736.19, 1510925.95)

(1741726.39, 1510911.84)

(1741722.05, 1510908.46)

(1741776.89, 1510851.36)

(1741776.89, 1510851.36)

(1741767.18, 1510904.97)

(1741766.46, 1510920.11)

(1741743.56, 1510921.53)

LINE TABLE

LINE

L41

L42

L43

L44

L45

L46

L47

L48

L49

L50

L51

L52

L53

L54

L55

L56

L57

L58

L59

L60

LENGTH

9.88

18.04

15.05

43.58

21.97

94.92

64.42

19.07

6.09

6.00

7.00

6.00

9.10

44.23

16.69

18.25

17.83

4.25

23.79

10.79

DIRECTION

N41° 16' 39"W

S28° 41' 50"W

S37° 45' 02"E

S41° 09' 32"E

N13° 03' 25"E

N4° 22' 07"W

N1° 07' 43"E

N9° 50' 06"W

N9° 50' 06"W

S2° 42' 30"W

S87° 17' 30"E

S2° 42' 30"W

S26° 42' 30"E

S73° 38' 09"E

S87° 17' 30"E

N2° 42' 30"E

N87° 17' 30"W

S2° 42' 30"W

N87° 17' 30"W

S2° 42' 30"W

START (N, E)

(1741693.19, 1510989.14)

(1741709.02, 1510997.81)

(1741721.10, 1510988.48)

(1741753.92, 1510959.80)

(1741714.68, 1510925.74)

(1741736.08, 1510930.70)

(1741713.33, 1510934.99)

(1741798.70, 1510934.67)

(1741802.80, 1510958.31)

(1741834.92, 1510920.53)

(1741835.25, 1510913.53)

(1741835.25, 1510913.53)

(1741838.86, 1510919.38)

(1741851.32, 1510876.94)

(1741854.43, 1510841.74)

(1741836.20, 1510840.88)

(1741835.36, 1510858.70)

(1741839.60, 1510858.90)

(1741838.48, 1510882.66)

(1741855.42, 1510858.50)

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

7/1 /19

:1

5 S

AR

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 3-

HC

P-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C3-7

LINE AND CURVE TABLES

L61

L62

L63

L64

L65

L66

L67

L68

L69

L70

L71

L72

L73

L74

L75

L76

L77

L78

L79

L80

LENGTH

15.07

6.00

2.60

8.79

20.61

5.00

20.61

20.61

17.00

17.00

24.00

13.60

13.60

12.73

18.00

108.00

27.36

18.00

90.00

18.00

DIRECTION

S87° 17' 30"E

S2° 42' 30"W

N2° 16' 45"E

S47° 19' 39"E

N55° 15' 20"W

N34° 44' 40"E

N55° 15' 20"W

S55° 15' 20"E

S27° 23' 37"W

N34° 44' 40"E

N34° 44' 40"E

S55° 15' 20"E

N55° 15' 20"W

S55° 15' 20"E

N70° 19' 12"E

S19° 40' 48"E

N19° 40' 48"W

N70° 19' 12"E

N19° 40' 48"W

S70° 19' 12"W

START (N, E)

(1741844.65, 1510857.99)

(1741844.47, 1510882.94)

(1741843.94, 1510873.04)

(1741850.43, 1510876.48)

(1741855.52, 1510858.37)

(1741867.26, 1510841.43)

(1741859.63, 1510861.22)

(1741872.19, 1510844.85)

(1741867.30, 1510885.22)

(1741873.01, 1510845.42)

(1741886.98, 1510855.11)

(1741894.73, 1510843.94)

(1741906.70, 1510868.79)

(1741906.70, 1510868.79)

(1741908.41, 1510812.00)

(1742010.10, 1510775.63)

(1741922.21, 1510851.67)

(1741947.97, 1510842.46)

(1741954.04, 1510859.40)

(1742016.16, 1510792.58)

LINE TABLE

LINE

L81

L82

L83

L84

L85

L86

L87

L88

L89

L90

L91

L92

L93

L94

L95

L96

L97

L98

L99

L100

LENGTH

14.00

24.00

5.00

18.00

1.16

1.16

10.86

10.86

15.40

8.55

20.79

12.50

15.54

15.53

82.37

135.54

23.36

12.15

58.32

14.96

DIRECTION

S19° 40' 48"E

S70° 19' 12"W

N19° 40' 48"W

S70° 19' 12"W

N70° 19' 12"E

N70° 19' 12"E

S55° 45' 55"E

S55° 45' 55"E

S60° 43' 49"E

N13° 04' 40"E

S15° 24' 52"W

S74° 35' 08"E

N15° 24' 52"E

S13° 04' 40"W

S76° 55' 20"E

S28° 38' 29"E

N1° 07' 43"E

S36° 52' 40"W

N36° 52' 40"E

N62° 38' 06"E

START (N, E)

(1742029.34, 1510787.87)

(1742037.43, 1510810.46)

(1742032.72, 1510812.15)

(1742038.78, 1510829.10)

(1742026.72, 1510787.57)

(1742017.30, 1510790.94)

(1742035.70, 1510756.10)

(1742027.43, 1510750.48)

(1741900.55, 1510897.75)

(1741863.33, 1510945.33)

(1741892.84, 1510930.33)

(1741896.16, 1510918.28)

(1741881.18, 1510914.15)

(1741908.95, 1510914.86)

(1741871.66, 1510947.26)

(1741817.70, 1510962.25)

(1741753.92, 1510959.80)

(1741797.53, 1510985.87)

(1741797.53, 1510985.87)

(1741844.17, 1511020.86)

LINE TABLE

LINE

L101

L102

L103

L104

L105

L106

L107

L108

L109

L110

L111

L112

L113

L114

L115

L116

L117

L118

L119

L120

LENGTH

120.86

5.00

76.16

31.90

8.00

30.42

8.00

30.44

24.09

31.41

5.00

45.00

5.00

46.00

51.00

11.67

21.33

121.08

11.08

7.06

DIRECTION

S27° 21' 54"E

N62° 38' 06"E

N62° 17' 24"E

S27° 21' 54"E

S27° 21' 54"E

S62° 38' 06"W

N27° 21' 54"W

S27° 21' 54"E

S76° 55' 20"E

S13° 04' 40"W

S76° 55' 20"E

N13° 04' 40"E

S76° 55' 20"E

S76° 55' 20"E

S76° 55' 20"E

N3° 11' 58"E

N54° 58' 11"W

S27° 21' 54"E

N27° 21' 54"W

N17° 30' 41"E

START (N, E)

(1741853.02, 1511027.50)

(1741745.69, 1511083.06)

(1741698.75, 1511027.22)

(1741852.83, 1511033.23)

(1741824.50, 1511047.89)

(1741838.48, 1511074.91)

(1741831.38, 1511078.58)

(1741865.52, 1511060.91)

(1741870.97, 1511037.45)

(1741883.42, 1511040.34)

(1741884.55, 1511035.47)

(1741873.70, 1510938.50)

(1741917.53, 1510948.68)

(1741922.40, 1510949.81)

(1741911.99, 1510994.62)

(1741888.80, 1511043.64)

(1741867.81, 1511065.35)

(1741867.81, 1511065.35)

(1741750.45, 1511126.10)

(1741743.72, 1511123.98)

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

7/1 /19

:1

5 S

AR

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 3-

HC

P-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C3-8

L121

L122

L123

L124

L125

L126

L127

L128

L129

L130

L131

L132

L133

L134

L135

L136

L137

L138

L139

L140

LENGTH

98.63

18.93

33.58

110.60

21.25

79.60

78.67

38.11

3.37

106.64

106.64

8.62

5.33

12.04

17.56

20.75

115.96

42.90

48.94

123.31

DIRECTION

N81° 18' 57"W

N35° 13' 12"W

N35° 13' 12"W

N25° 42' 40"W

N26° 20' 50"W

N59° 55' 27"E

N62° 23' 15"E

N43° 16' 44"E

N13° 04' 40"E

S85° 28' 20"E

N85° 28' 20"W

N54° 54' 35"W

S54° 54' 35"E

S30° 37' 59"W

S17° 30' 55"E

S10° 56' 00"E

S24° 04' 39"E

N54° 14' 16"E

N46° 31' 42"E

N46° 53' 40"W

START (N, E)

(1741910.20, 1511047.38)

(1741894.74, 1511058.30)

(1741863.22, 1511080.55)

(1741763.57, 1511128.53)

(1741744.53, 1511137.96)

(1741704.63, 1511069.08)

(1741707.25, 1511054.27)

(1741679.51, 1511028.14)

(1741908.38, 1510902.41)

(1741944.03, 1510947.40)

(1741923.65, 1511052.76)

(1741919.58, 1511091.50)

(1741914.72, 1511077.55)

(1741923.37, 1511086.11)

(1741907.51, 1511084.95)

(1741890.77, 1511090.23)

(1741870.39, 1511094.17)

(1741764.52, 1511141.48)

(1741789.59, 1511176.29)

(1741823.26, 1511211.80)

LINE TABLE

LINE

L141

L142

L143

LENGTH

25.40

5.47

35.00

DIRECTION

N48° 22' 36"W

S42° 51' 08"W

N48° 05' 17"E

START (N, E)

(1741907.52, 1511121.78)

(1741924.39, 1511102.79)

(1741891.66, 1510839.66)

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

7/1 /19

:1

5 S

AR

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 3-

HC

P-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C3-9

CURVE TABLE

CURVE

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

LENGTH

102.76

63.53

106.50

97.26

85.59

82.22

109.10

26.62

37.50

18.94

18.75

3.02

5.90

25.95

21.05

25.64

9.90

60.65

17.31

17.83

RADIUS

110.00

68.00

114.00

120.00

126.00

105.05

110.00

176.00

170.00

152.00

8.00

179.00

176.00

22.00

110.00

134.00

8.00

60.00

144.00

139.00

DELTA

53°31'36"

53°31'36"

53°31'36"

46°26'09"

38°55'18"

44°50'35"

56°49'45"

8°39'54"

12°38'25"

7°08'20"

134°17'06"

0°58'00"

1°55'19"

67°35'18"

10°57'49"

10°57'49"

70°56'03"

57°55'12"

6°53'13"

7°21'03"

CHORD

N19°13'36"E

N19°13'36"E

N19°13'36"E

N15°40'53"E

N11°55'28"E

N29°17'55"W

N35°57'04"W

S3°12'14"E

N58°02'44"W

N48°09'21"W

N68°16'16"E

N53°10'44"W

N51°03'30"W

N75°04'17"W

N4°21'12"W

N4°21'12"W

S25°37'56"W

N38°47'42"W

S58°41'57"E

S58°55'52"E

CHORD LEN

99.07

61.24

102.67

94.62

83.96

80.13

104.69

26.59

37.43

18.93

14.74

3.02

5.90

24.47

21.02

25.60

9.28

58.10

17.30

17.82

START (N, E)

(1741502.76, 1510952.55)

(1741532.97, 1510923.37)

(1741499.89, 1510955.33)

(1741506.52, 1510969.51)

(1741516.26, 1510983.68)

(1741613.72, 1510917.30)

(1741615.60, 1510922.09)

(1741677.53, 1510958.29)

(1741734.63, 1510918.35)

(1741707.88, 1510921.30)

(1741707.88, 1510921.30)

(1741743.56, 1510921.53)

(1741736.19, 1510925.95)

(1741700.62, 1510982.63)

(1741777.75, 1510936.26)

(1741777.27, 1510960.26)

(1741817.17, 1510961.29)

(1741817.49, 1510931.41)

(1741855.52, 1510858.37)

(1741859.63, 1510861.22)

CURVE TABLE

CURVE

C21

C22

C23

C24

C25

C26

C27

C28

C29

C30

C31

C32

C33

C34

C35

C36

C37

C38

C39

LENGTH

17.70

10.78

24.84

9.93

23.52

32.93

19.97

9.26

18.39

25.16

11.08

15.62

10.15

59.71

42.65

33.07

26.67

5.22

7.85

RADIUS

138.00

120.00

40.00

16.00

25.00

35.00

15.00

15.00

15.00

84.00

5.00

10.20

10.00

42.00

30.00

62.00

50.00

8.00

5.00

DELTA

7°21'03"

5°08'55"

35°34'32"

35°34'32"

53°54'52"

53°54'52"

76°16'50"

35°23'10"

70°15'06"

17°09'46"

126°54'40"

87°43'50"

58°10'09"

81°27'01"

81°27'01"

30°33'44"

30°33'44"

37°23'42"

90°00'00"

CHORD

S58°55'52"E

S65°10'51"E

S37°28'04"E

S37°28'04"E

S82°43'21"E

S82°43'21"E

N86°36'15"E

N30°46'15"E

S22°02'53"E

N48°35'33"W

N76°32'00"E

S58°04'40"W

S25°53'06"E

S53°48'10"W

S53°48'10"W

N70°11'27"W

N70°11'27"W

N36°12'44"W

N80°05'25"E

CHORD LEN

17.69

10.78

24.44

9.78

22.67

31.73

18.53

9.12

17.26

25.07

8.95

14.14

9.72

54.80

39.15

32.68

26.36

5.13

7.07

START (N, E)

(1741860.45, 1510861.79)

(1741867.30, 1510885.22)

(1741914.13, 1510829.07)

(1741922.21, 1510851.67)

(1742029.59, 1510765.08)

(1742021.32, 1510759.46)

(1741899.45, 1510879.25)

(1741900.55, 1510897.75)

(1741893.83, 1510911.35)

(1741861.25, 1510936.63)

(1741861.25, 1510936.63)

(1741922.40, 1510949.81)

(1741888.80, 1511043.64)

(1741944.03, 1510947.40)

(1741932.07, 1510946.45)

(1741924.54, 1511084.45)

(1741914.72, 1511077.55)

(1741907.51, 1511084.95)

(1741919.16, 1511092.10)

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

7/1 /19

:1

5 S

AR

J:

\23

.15

.1C \D

RA

W

IN

GS

\23

.15 .1C

-0 3-

HC

P-

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

C3-10

CD3-0

CONTRACTION JOINT DETAIL

NTS REV DATE 01/2018

CD3-0

REINFORCED CONCRETE PAN DETAIL

NTS

CD3-0

EXPANSION JOINT DETAIL

NTS

NOTES:

1. THIS PAN IS INTENDED FOR USE AT DRIVE AREAS.

2. SEE PLANS FOR INVERT ELEVATIONS AND HORIZONTAL

CONTROLS.

3. SEE THIS SHEET FOR CONTRACTION AND EXPANSION

JOINT DETAILS.

4. PROVIDE JOINT LAYOUT PLAN TO CONTRACTING

OFFICER FOR APPROVAL PRIOR TO CONSTRUCTION.

JOINTS TO MATCH ADJOINING SIDEWALK.

12" (TYP)

EXPANSION JOINT FOR CONC ONLY

JOINT NOT REQUIRED FOR LANDSCAPE OR

ASPHALT

SEE PLANS

FOR WIDTH

OVEREXCAVATED, MOISTURE-TREATED,

AND RECOMPACTED SUBGRADE PER

PAVEMENT SECTION

CONCRETE PAN

W/ REBAR

/F

T

3-#4 LINEAR REBAR AND

#4 PERPENDICULAR REBAR AT 24" O.C.

(2.5" CLEAR FROM CONC FACES)

"/F

T

M

I N

NOTE:

CONTRACTION JOINTS AT INTERVAL TO MATCH WIDTH OF

SIDEWALK (TYP).

1/8"

TOOLED JOINT

OR SAWCUT

1/8" R

1/3 OF CONCRETE

THICKNESS

(ASI-305)

NOTES:

1. CURB EXPANSION JOINTS EVERY 100' MAX AND

WHEREVER SIDEWALK ABUTS EXISTING & PROPOSED

CONCRETE STRUCTURES (TYP) - SEE PLAN

2. REMOVE PLASTIC FORMING MATERIAL ("ZIP STRIPS")

FROM PREFORMED JOINT MATERIAL PRIOR TO

PLACING SEALANT

SIDEWALK

AGAINST STRUCTURE

AGAINST NON-UNIFORM SURFACE

6"

(MIN)

EXISTING BUILDING OR STRUCTURE

SEAL EXPANSION JOINT W/

POLYURETHANE JOINT SEALANT

1/2" DEEP X 1/2" WIDE

1/2" PREFORMED NON-EXTRUDING AND

RESILIENT TYPE JOINT MATERIAL TO MEET

AASHTO M-213.

SEAL EXPANSION JOINT W/

POLYURETHANE JOINT SEALANT

1/2" DEEP X 1/2" WIDE

1/2" PREFORMED

NON-EXTRUDING AND

RESILIENT TYPE JOINT

MATERIAL TO MEET AASHTO

M-213.

1/8" R

SEAL EXPANSION JOINT W/

POLYURETHANE JOINT SEALANT

1/2" DEEP X 1/2" WIDE

1/2" PREFORMED NON-EXTRUDING AND

RESILIENT TYPE JOINT MATERIAL TO MEET

AASHTO M-213.

CD3-0

ACCESSIBLE SYMBOL DETAIL

NTS

24"

3" SOLID

WHITE LINES

NOTES:

1. THE NON-SHRINK GROUT USED TO ATTACH THE

PRECAST CURB SHALL CONSIST OF 3:1 SAND AND

CEMENT. GROUT TO A DEPTH OF 1" FROM THE TOP OF

THE BUMPER.

2. LOCATIONS FOR WEEPHOLES, AND V-SLOTS SHALL BE

IDENTIFIED ON THE DELIVERY ORDER DRAWINGS.

3. CONCRETE WHEEL STOP SHALL HAVE A

COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS.

4. PRE-FABRICATED STOPS VARYING FROM THIS DETAIL

MAY BE CONSIDERED, BUT SHALL BE APPROVED BY

CONTRACTING OFFICER PRIOR TO INSTALLATION.

M

I N

NON-SHRINK

GROUT

10"

2 1/2"

2 1/2"

5"

9"

6'

2" CLEAR (TYP.)

PLAN

ELEVATION

ATTACHMENT DETAIL

#3 BARS (2)

#6 BAR (2)

13/16" DIA. HOLES

#3 BARS (2)

CD3-0

PRIVATE WHEEL STOP

NTS

GRADE BREAK

(TYP)

EDGE OF PAVEMENT

CD3-0

CONCRETE PAVEMENT SECTION DETAIL

NTS

NOTES:

1. CONCRETE THICKNESS:

4" FOR PEDESTRIAN WALKS

6" FOR DRIVES AND WALKS WITH VEHICLE LOADING

8" FOR TRASH PADS

2. COMPACT SUBGRADE.

3. SEE CONTRACTION JOINT AND EXPANSION JOINT

DETAILS.

MOISTURE-TREATED AND RECOMPACTED

SUBGRADE PER SPECIFICATIONS

CONCRETE PAVING

S E

E

N

O T

E

M

I N

CD3-0

COMPOSITE ASPHALT PAVEMENT SECTION DETAIL

NTS

ASPHALT PAVING

SCARIFIED, MOISTURE-TREATED AND

RECOMPACTED SUBGRADE PER

SPECIFICATIONS

CD3-0

GRAVEL SECTION DETAIL

NTS

SCARIFIED AND RECOMPACTED

SUBGRADE

8" ABC IN PARKING STALLS,

10" ABC IN DRIVES AND MIDDLE PARKING LOT

O

R

AGGREGATE BASE COURSE

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

7/1 /19

:5

4 C W

K J:

\23

.15 .1C

\D

RA

W

IN

GS

\23

.15

.1C -0

3-

HC

P-

DE

T-

.D W

G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

CD3-0

SITE DETAILS

CD3-1

GUTTER CATCH SPILL TRANSITION DETAIL

NTS

CD3-1

1' CURB AND GUTTER DETAIL

NTS

0.0

0.08 (1' GUTTER)

0.12 (1.5' GUTTER)

SECTION A-A

A B

SECTION B-B

A B

S

P

A

N

S

V

A

R

I

E

S

I

X

SPILL GUTTERCATCH GUTTER

/F

T

/2

/F

T

0.0

-0.04 (1' GUTTER)

-0.06 (1.5' GUTTER)

0.16 (2' GUTTER)

-0.08 (2' GUTTER)

V A

R I E

S

S

A

N S

2' MIN - 5' MAX 2' MIN - 5' MAX

FOR USE WITH VERTICAL OR

MOUNTABLE CURB

AS INDICATED IN PLANS

CD3-1

SIGN DETAIL

NTS

NOTES:

REGULAR/SMALL SIGN SQUARE POST

(MAX SIZE 12"W X 18"H)

FOR USE W/ SINGLE SMALL SIGN

LARGE/MULTIPLE SIGN SQUARE POST

1. SIGNS SHALL CONFORM TO

MUTCD STANDARDS FOR

MATERIAL AND PLACEMENT, SEE

DETAIL S-614-2.

2. CLASS 1 SIGNS SHALL BE A MIN.

OF 0.080 GAUGE ALUM. (12"-36")

AND 0.100 GAUGE ALUM (36" OR

LARGER).

3. SIGNS MAY REQUIRE SPECIAL

PLACEMENT OR ROTATION.

COORDINATE WITH CONTRACTING

OFFICER.

ALUM SIGN

WITH TWO TL-3806 PG

DRIVE RIVETS &

WASHERS

M

I N

TWO TL-3806

DRIVE

RIVETS

4'-0" MIN

CURB &

GUTTER

2" SQUARE

GALV STEEL

POST

FOR USE W/ LARGER SIGNS (R5-1, R1-1,

WIDTH>12", MULTIPLE SIGNS ON SAME

POST & FOR ALL SIGNS IN WALKS,

CONCRETE AREAS, ETC.)

ALUM SIGN

WITH TWO TL-3806 PG

DRIVE RIVETS & WASHERS

M

I N

TWO TL-3806

DRIVE

RIVETS

4'-0" MIN

CURB &

GUTTER

2 1/4" SQUARE GALV

STEEL ANCHOR

POST

2" SQUARE

GALV STEEL

POST

CONTRACTION / EXPANSION JOINT

(SEE THIS SHEET FOR JOINT DETAILS)

FLOWLINE

LIP

F

L

12" (TYP)

M

I N

1"/FT

1'-0"

1'-6"

4-1/2"

1-1/2" R

F

L

12" (TYP)

M

I N

1'-0"

1'-6"

4-1/2"

1-1/2" R

1/2"/FT

OVEREXCAVATED, MOISTURE-TREATED, AND

RECOMPACTED SUBGRADE PER PAVEMENT

SECTION, (TYP)

CONCRETE

CURB AND

GUTTER (TYP)

BACK OF CURB

10' MAX

5' MIN

EXPANSION JOINT FOR CONC ONLY

JOINT NOT REQUIRED FOR LANDSCAPE

OR ASPHALT (SEE THIS SHEET FOR

JOINT DETAILS)

CATCH SPILL

LOCATION OF FLAT

GUTTER SLOPE

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

7/1 /19

:5

4 C W

K J:

\23

.15 .1C

\D

RA

W

IN

GS

\23

.15

.1C -0

3-

HC

P-

DE

T-

.D W

G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

CD3-1

CD3-2

CURB RAMP DETAIL

NTS

A

A

CURB RAMP TYPE 1A

A

A

CURB RAMP TYPE 1B DETAIL

CURB RAMP TYPE 3A

A

A

B

B

CURB RAMP TYPE 2A

B

B

CURB RAMP TYPE 2C

C

SECTION A

SECTION B

CURB RAMP TYPE 2B

B

B

SECTION C

1. ALL DETECTABLE WARNING SURFACES SHALL BE INSTALLED AT SIDEWALK TO

STREET TRANSITIONS.THEY SHALL HAVE A TRUNCATED DOME SURFACE. THE

DOMES SHALL BE IN A SQUARE GRID PATTERN AND ALIGNED WITH PEDESTRIAN

TRAFFIC. THE DETECTABLE WARNINGS SHALL BA CONTRASTING COLOR TO THE

SURROUNDING SIDEWALK.

2. ALL DETECTABLE WARNING SURFACES SHALL START A MINIMUM OF 6 INCHES

FROM THE FLOWLINE OF THE CURB AND NOT BE MORE THAN A MAXIMUM OF 8

INCHES FROM ANY POINT ON THE FLOWLINE OF THE CURB, WITH EXCEPTION

FOR TYPES 1B MODIFIED AND 3B MODIFIED CURB RAMPS AS THIS DIMENSION

MAY BE GREATER THAN 8 INCHES ON ONE SIDE OF THE RADIUS.

3. THE RAMP SLOPE AND DETECTABLE WARNING SURFACE SHALL BE 8.3% OR

FLATTER.

4. RAMP SLOPE MAY NOT EXCEED 8.3%, CROSS SLOPE MAY NOT EXCEED 2.0%.

MAXIMUM SLOPES MAY NOT BE EXCEEDED REGARDLESS OF TOLERANCES,

EXCEEDING THE MAXIMUM SLOPE WILL NOT BE ACCEPTED. ADJUST ALL

DIMENSIONS PER PLAN.

5. THE MINIMUM WIDTH FOR SIDEWALK IS 4 FEET.

6. DRAINAGE STRUCTURES, TRAFFIC SIGNAL EQUIPMENT, OR OTHER

OBSTRUCTIONS SHALL NOT BE INSTALLED IN THE CURB RAMP OR TURNING

SPACE AREAS.

7. CONSTRUCTION OF THE CONCRETE PEDESTRIAN CURB SHALL BE INCLUDED IN

THE BID PRICE OF THE CONCRETE CURB RAMP.

8. IF THE PLACEMENT OF THE PEDESTRIAN PUSH BUTTON ASSEMBLY ON A

TRAFFIC SIGNAL MAST POLE WILL NOT BE WITHIN EASY REACH (10 INCHES OR

LESS AND UNOBSTRUCTED) OF ALL PEDESTRIANS (IN ACCORDANCE WITH THE

AMERICANS WITH DISABILITIES ACT), THEN A SEPARATE PEDESTRIAN PUSH

BUTTON POST ASSEMBLY (PPBPA) SHALL BE INSTALLED WITHIN ADA REACH

RANGES. THE PPBPA SHALL MEET THE PROVISIONS FOUND IN "SECTION 4E.08

THROUGH 4E.13 - PEDESTRIAN DETECTORS" OF THE 2009 MUTCD MANUAL WITH

REVISIONS 1 AND 2.

9. DIAGONAL CURB RAMPS (ON THE APEX) ARE NOT PREFERRED IN NEW

CONSTRUCTION. A SINGLE DIAGONAL CURB RAMP (ON THE APEX) WILL ONLY BE

PERMITTED DURING RECONSTRUCTION OR ALTERATION WHERE PHYSICAL OR

SITE CONSTRAINTS PREVENT TWO CURB RAMPS FROM BEING INSTALLED. THE

CONTRACTING OFFICER SHALL PROVIDE APPROVED JUSTIFICATION

DOCUMENTATION (NMDOT CURB RAMP DESIGN VARIANCE REQUEST FORM) FOR

NMDOT PROJECTS. ALL CURB RAMPS INSTALLED ON THE APEX MUST MEET THE

STANDARDS AS DEFINED IN M-608-1.

10. CURB RAMPS (EXCLUDING FLARED SIDES OR BLENDED TRANSITIONS) SHALL BE

WHOLLY CONTAINED WITHIN THE WIDTH OF THE CROSSWALK AND/OR THE

PEDESTRIAN STREET CROSSING THEY SERVE.

11. ALL CURB RAMP JOINTS AND GRADE BREAKS SHALL BE FLUSH (0" - 1/8"). THE

JOINT BETWEEN THE ROADWAY SURFACE AND GUTTER PAN SHALL BE FLUSH.

12. THE CONTRACTOR SHALL VERIFY REMOVAL LIMITS ARE SUFFICIENT TO

PROVIDE POSITIVE DRAINAGE, MAINTAIN EXISTING DRAINAGE PATTERNS, AND

AVOID PONDING IN THE FINAL CONFIGURATION.

13. TO AVOID CHASING GRADE INDEFINITELY WHEN TRAVERSING THE HEIGHT OF

CURB, THE RAMP LENGTH SHALL NOT EXCEED 15 FEET. ADJUST THE RAMP

SLOPE AS NEEDED TO PROVIDE ACCESS TO THE MAXIMUM EXTENT

TECHNICALLY FEASIBLE.

14. THE CHANGE IN GRADE AT THE BOTTOM OF THE CURB RAMP AND ADJOINING

ROAD SURFACE SHALL NOT EXCEED AN ALGEBRAIC DIFFERENCE OF 13.33%.

THE COUNTER SLOPE OF THE GUTTER OR ROAD AT THE FOOT OF A CURB RAMP,

TURNING SPACE, OR BLENDED TRANSITION SHALL NOT EXCEED 5.0%.

15. FLARED SIDE SLOPES MAY EXCEED 10% ONLY WHERE THEY ABUT A

NON-WALKABLE SURFACE OR THE ADJACENT CIRCULATION PATH IS BLOCKED.

16. THE STANDARD TURNING SPACE IS 4 FEET BY 4 FEET. WHERE THE TURNING

SPACE IS CONSTRAINED, THE TURNING SPACE SHALL BE 4 FEET MINIMUM BY 5

FEET MINIMUM. THE 5 FOOT DIMENSION SHALL BE PROVIDED IN THE DIRECTION

OF THE RAMP RUN.

17. CURB RAMP TYPE 1B, 2B, AND 3B MAY BE USED IN MID-BLOCK.

18. THE PEDESTRIAN CURB MAY BE OMITTED IF THE GROUND SURFACE AT THE

BACK OF THE CURB RAMP OR LANDING IS THE SAME ELEVATION AS THE CURB

RAMP OR LANDING AND THERE IS NO MATERIAL TO RETAIN.

19. FOR FULL DETAIL INCLUDING BAR LIST AND DIMENSION TABLE, REFER TO

NMDOT STANDARD DETAILS.

20. REFER TO PLANS, DETAILS AND SPECIFICATIONS FOR FLATWORK INFORMATION,

SUBGRADE PREPARATION, WALK WIDTHS, CONCRETE THICKNESS, ETC.

NOTES:

6'

6'

4' MIN.

(SEE PLANS)

N

FLOWLINE

M

A

X

M

A

X

.3

M A

X

M

A

X

M

A

X

M A

X

2'

2'

6'6'

SEE NOTE 9.

(SEE

PLANS)

4' MIN.

2'

M

A

X

SEE NOTE 9.

M

A

X

M

A

X

SEE NOTE 9.

N

CONCRETE

PEDESTRIAN CURB

(SEE NOTE 18)

M

A

X

CURB

RAMP

N

TURNING

SPACE

2'

2'

5'

MIN.

V

A

R

I

E

S

V

A

R

I

E

S

V

A

R

I E

S

M

I

N

M

I

N

(SEE PLANS)

4' MIN. WALK

2.0%

RAMP

.3

M

A X

L

F

GUTTER

CONCRETE

SIDEWALK

TOP OF

PAVEMENT

8"

BREAKPOINT

M

A

X

6" TO 8"

2' DETECTABLE

WARNING

FLARED SIDE

8"

2.0%

2.0%

6"

TOP OF

PAVEMENT

6" x 12"

CONCRETE

PED. CURB

(SEE NOTE 18)

6" TO 8"

M

A

X

DETECTABLE

WARNING

4' MIN.

RAMP

2'

SEE NOTE 16

8.3%

MAX.

5' MIN.

8.3%

MAX.

2'

6' MIN. 6' MIN.

CONCRETE

PEDESTRIAN CURB

(SEE NOTE 18)

GRADE BREAK

SIDEWALK

.3

M

A X

CURB RAMP

6' MIN. (SEE PLANS)

GRADE BREAK

2.0% MAX.

3/8" EXPANSION

JOINT (TYP.)

5' MIN

TURNING SPACE

CONCRETE

PEDESTRIAN CURB

(SEE NOTE 18)

BUFFER STRIP

6" MIN.

3/8" EXPANSION

JOINT (TYP.)

SIDEWALK

GUTTER

GUTTER

CURB

CURB SLOPE

TRANSITION

DETECTABLE

WARNING

5'

MIN.

2%

FACE OF

CURB

F

L

8.3%

MAX.

PEDESTRIAN

CURB

(SEE NOTE 18)

2'

MIN.

CURB RAMP TYPE 4A

4' MIN.

(SEE PLANS)

2'

2'

(SEE

PLANS)

6" MIN.

4' MIN.

(SEE PLANS)

4' MIN.

PAVERS

PAVERS

5'

MIN.

5'

MIN.

CONCRETE

PEDESTRIAN CURB

(SEE NOTE 18)

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

7/1 /19

:5

4 C W

K J:

\23

.15 .1C

\D

RA

W

IN

GS

\23

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.1C -0

3-

HC

P-

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T-

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(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

SAR

CWK

2339.15.1c

DRAWN

SAR

STAMPS

DWG SHEET NO.

CD3-2

O

E

T

W

W

W

G

G

S

S

S

S

S

S

S

S

S

T

S

T

S

T

S

T

S

T

S

T

S

S S

S

S

W

W

W W

W W

W W

W

W

LIMITS OF CONSTRUCTION

EX. TREES TO REMAIN

EX. MAJOR CONTOUR

EX. MINOR CONTOUR

EX. SEWER LINE

EX. WATER LINE

EX. GAS LINE

EX. ELECTRIC LINE

EX. ELECTRIC LINE

EX. TELEPHONE LINE

WATER WAY TO REMAIN

WATER WAY OFFSET

BUILDING, RE: ARCH

UNDERGROUND ELECTRIC LINE

WATER LINE

SEWER LINE

STORM SEWER LINE

STORM LINE

PROPOSED FENCE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EX. COTTONWOOD TO REMAIN

PAVING, RE: CIVIL

CONCRETE, RE: CIVIL

EX. ASPHALT TO REMAIN

CRUSHER FINES

RIP RAP, RE: CIVIL

"-3" RIVER ROCK

LEGEND

S S

W W W

G G G

OE

T

XXXXXXX

UE UE UE

W W W

S S

ST ST ST

N

M

J

E

M

Z

R

V

E

R

LIMITS OF CONSTRUCTION, TYP.

/GREEN GLOBES PROJECT

BOUNDARY

O

FFIC

E

F

I

B

U

I L

D

I N

G

W

A

R

E

H

O

U

S

E

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/2 7/1

9 1 7:

A

KI

ST

LE

R

P:

\D

EN

VE

R\

US

FS

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2\6 _C

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0-

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G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

AQ

EK

2339.15.1c

DRAWN

AK

STAMPS

DWG SHEET NO.

LS-01

SITE LAYOUT KEY MAP

ENLARGEMENT 4 (LS-05)

ENLARGEMENT 3 (LS-04)

OPTION #8

· UPPER PARKING LOT FENCING

AND GATE

ENLARGEMENT 1 (LS-02)

OPTION #3

· MIDDLE PARKING LOT FENCING

AND GATE

ENLARGEMENT 2 (LS-03)

RESIDENCE TO REMAIN

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S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

TS

T

S

T S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

LIMITS OF CONSTRUCTION

EX. TREES TO REMAIN

EX. MAJOR CONTOUR

EX. MINOR CONTOUR

EX. SEWER LINE

EX. ELECTRIC LINE

WATER WAY TO REMAIN

WATER WAY OFFSET

BUILDING, RE: ARCH

UNDERGROUND ELECTRIC LINE

WATER LINE

SEWER LINE

STORM SEWER LINE

PROPOSED FENCE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PAVING, RE: CIVIL

CONCRETE, RE: CIVIL

RIP RAP, RE: CIVIL

LEGEND

S S

OE

XXXXXXX

W W W

S S

ST ST ST

MATCHLINE (SEE SHEET LS-03)

M A

T C

H L

I N

E

S

E

STAFF PARKING (24 SPACES) (OPTION #7)

LIMITS OF CONSTRUCTION, TYP.

FENCE (OPTION #3)

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/2 7/1

9 1 7:

A

KI

ST

LE

R

P:

\D

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VE

R\

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2\6 _C

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G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

AQ

EK

2339.15.1c

DRAWN

AK

STAMPS

DWG SHEET NO.

LS-02

SITE LAYOUT PLAN

LS-06

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S

S

S

S

T

S

T

S

T

ST

ST

S T

S T

S

S

S

S

S

S

S

S S

S

S S

S S

S S

S S

S

W W

W W

W W

W W

W W

W W

W W

W W

W W

W

W

W

W

W

LIMITS OF CONSTRUCTION

EX. TREES TO REMAIN

EX. MAJOR CONTOUR

EX. MINOR CONTOUR

EX. SEWER LINE

EX. WATER LINE

EX. GAS LINE

EX. ELECTRIC LINE

EX. ELECTRIC LINE

WATER WAY TO REMAIN

WATER WAY OFFSET

BUILDING, RE: ARCH

UNDERGROUND ELECTRIC LINE

WATER LINE

SEWER LINE

STORM SEWER LINE

PROPOSED FENCE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PAVING, RE: CIVIL

CONCRETE, RE: CIVIL

CRUSHER FINES

RIP RAP, RE: CIVIL

"-3" RIVER ROCK

LEGEND

S S

W W W

G G G

OE

XXXXXXX

UE UE UE

W W W

S S

ST ST ST ST

MATCHLINE (SEE SHEET LS-02)

MATCHLINE (SEE SHEET LS-05)

M A

T C

H L

I N

E

S

E

O

FFIC

E

LIMITS OF

CONSTRUCTION, TYP.

(1) PICNIC TABLE

STAFF AND VISITOR PARKING

(2 SPACES, 4 ABA

ACCESSIBLE SPACES)

STAFF PARKING (4 SPACES)

RELOCATED ONE (1)

EXISTING PICNIC TABLE

RELOCATED PROPANE TANK

BOLLARDS

BIKE RACK

STAFF PARKING (7 SPACES)

ACCESSIBLE PARKING

SIGN, TYP.

CONCRETE WHEEL

STOP, TYP.

6' BENCH, TYP.

RELOCATED

INFORMATION KIOSK

RELOCATED DOG

WASTE STATION

RELOCATED FLAG

POLE

RELOCATED

MEMORIAL

RELOCATED

24' DOUBLE

SWING GATE

FENCE (OPTION #3)

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/2 7/1

9 1 7:

A

KI

ST

LE

R

P:

\D

EN

VE

R\

US

FS

JE

ME

Z-

2\6 _C

D\

CA

D\

LA

\L 1-

0-

SI

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_L

AY

OU

T.

DW

G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

AQ

EK

2339.15.1c

DRAWN

AK

STAMPS

DWG SHEET NO.

LS-03

SITE LAYOUT PLAN

LS-07

LS-08

LS-07

LS-08

LS-08

LS-07

LS-08

LS-08

LS-08

LS-08

LS-06

LS-08

RADIO TOWER,

RE: STRUCTURAL

AND ELECTRICAL

6' BENCH, QTY. (2)

TYP.

LS-07

CONCRETE

LANDSCAPE CURB

LS-07

CONCRETE

LANDSCAPE CURB

LS-07

CRUSHER FINES

LS-09

NEW BOLLARD,

TYP. (5)

LS-09

TRANSFORMER,

RE: ELECTRICAL

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S S

S

S

S

S

S

S

W W

W W

W W

W W

W

W

W

W

W

W

W

W

W

W

LIMITS OF CONSTRUCTION

EX. MAJOR CONTOUR

EX. MINOR CONTOUR

EX. GAS LINE

EX. ELECTRIC LINE

EX. ELECTRIC LINE

WATER WAY TO REMAIN

BUILDING, ARCH

UNDERGROUND ELECTRIC LINE

WATER LINE

SEWER LINE

STORM SEWER LINE

STORM LINE

PROPOSED FENCE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PAVING, RE: CIVIL

CONCRETE, RE: CIVIL

EX. ASPHALT TO REMAIN

CRUSHER FINES

RIP RAP, RE: CIVIL

LEGEND

G G G

OE

XXXXXXX

UE UE UE

W W W

S S

ST ST ST

M A

T C

H L

I N

E

S

E

MATCHLINE (SEE SHEET LS-05)

F

I

I L

D

I N

G

W

A

R

E

H

O

U

S

E

LIMITS OF

CONSTRUCTION, TYP.

12' SINGLE CHAIN LINK

SWING GATE (OPTION #8)

FENCE (OPTION #3)

OVERSIZED PARKING SPACES AND

GOV SPACES (5 OVERSIZED SPACES,

9 GOV SPACES AND 1 GOV

ACCESSIBLE SPACE) (OPTION #3)

TRAILER PARKING (3 SPACES)

(OPTION #3)

USFS RECREATIONAL

VEHICLE STORAGE ON

GRAVEL PAD

GOV PARKING AND STORAGE

(15 SPACES, MIN. 10'WIDE)

(OPTION #8)

24' DOUBLE SWING

GATE (OPTION #3)

FENCE (OPTION #8)

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/2 7/1

9 1 7:

A

KI

ST

LE

R

P:

\D

EN

VE

R\

US

FS

JE

ME

Z-

2\6 _C

D\

CA

D\

LA

\L 1-

0-

SI

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AY

OU

T.

DW

G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

AQ

EK

2339.15.1c

DRAWN

AK

STAMPS

DWG SHEET NO.

LS-04

SITE LAYOUT PLAN

LS-06

LS-06

LS-06

LS-06

RELOCATED

BOLLARDS

LS-08

WALL, RE: CIVIL

ACCESSIBLE PARKING

SIGN, TYP.

LS-08

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O

E

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E

O

E

T

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W

W

W

W W

W

W

W

G

G

G

G

G

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

W

W

W

W

W

W

W W

W W

W W

W W

W

LIMITS OF CONSTRUCTION

EX. TREES TO REMAIN

EX. MAJOR CONTOUR

EX. MINOR CONTOUR

EX. SEWER LINE

EX. WATER LINE

EX. GAS LINE

EX. ELECTRIC LINE

EX. TELEPHONE LINE

WATER WAY TO REMAIN

WATER WAY OFFSET

BUILDING, RE: ARCH

UNDERGROUND ELECTRIC LINE

WATER LINE

SEWER LINE

STORM SEWER LINE

STORM LINE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EX. COTTONWOOD TO REMAIN

PAVING, RE: CIVIL

CONCRETE, RE: CIVIL

EX. ASPHALT TO REMAIN

LEGEND

S S

W W W

G G G

OE

T

W W W

S S

ST ST ST ST

N

M

MATCHLINE (SEE SHEET LS-03)

MATCHLINE (SEE SHEET LS-04)

LIMITS OF

CONSTRUCTION, TYP.

ENTRANCE SIGNAGE TO

REMAIN

EX. RESIDENCE TO REMAIN

VAULT TOILET TO REMAIN

VISITOR (4 SPACES) AND STAFF

(10 SPACES) PARKING

VISITOR PARKING

(9 SPACES)

BEAR PROOF TRASH

RECEPTACLE TO REMAIN

EX. COTTONWOOD TO REMAIN

AND BE PROTECTED

R

E

S

I

D

E

N

C

E

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/2 7/1

9 1 7:

A

KI

ST

LE

R

P:

\D

EN

VE

R\

US

FS

JE

ME

Z-

2\6 _C

D\

CA

D\

LA

\L 1-

0-

SI

TE

_L

AY

OU

T.

DW

G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

AQ

EK

2339.15.1c

DRAWN

AK

STAMPS

DWG SHEET NO.

LS-05

SITE LAYOUT PLAN

EX. COTTONWOOD TO REMAIN

AND BE PROTECTED

EMPLOYEE ONLY

PARKING SIGN

LS-07

WALL, RE: CIVIL

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T

Y P

T

Y P

1.90" O.D. STEEL

GATE FRAMES

4" O.D. STEEL

POST, TYP.

POST CAP, TYP

FINISH

GRADE

ADJUSTABLE

TENSION ROD, TYP

CONC. PIER, TYP.

1'-2"

CHAIN LINK FENCE,

1.90" O.D. STEEL RAIL,

TYP.

24'-0"

8'-0" MAX.

4" O.D. STEEL

POST, TYP.

" STEEL FORK

LATCH

STEEL DROP

ROD

3 STRANDS OF BARBED

WIRE, EA CONSISTING

OF 2 STRAND LINE

WIRE W/ 4 PT BARBS

T

Y P

T

Y P

1.90" O.D. STEEL

GATE FRAMES

4" O.D. STEEL

POST, TYP.

POST CAP, TYP

FINISH

GRADE

CONC. PIER, TYP.

1'-2"

CHAIN LINK FENCE,

1.90" O.D. STEEL RAIL, TYP.

12'-0"

8'-0" MAX.

4" O.D. STEEL

POST, TYP.

ADJUSTABLE

TENSION ROD, TYP

" STEEL

FORK LATCH

STEEL DROP ROD

3 STRANDS OF BARBED

WIRE, EA CONSISTING OF 2

STRAND LINE WIRE W/ 4 PT

BARBS

TO BE 6' TALL, CHAIN LINK

TWO (2) 12' WIDE SWING GATES (TOTAL 24' WIDE)

BARBED WIRE AND PRIVACY SLATS INCLUDED

24' WIDE DOUBLE SWING GATE (MANUAL)

LS-06

NOT TO SCALE

TO BE 6' TALL, CHAIN LINK

BARBED WIRE AND PRIVACY SLATS INCLUDED

12' WIDE SINGLE SWING GATE (MANUAL)

LS-06

NOT TO SCALE

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/2 7/1

9 1 7:

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KI

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(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

AQ

EK

2339.15.1c

DRAWN

AK

STAMPS

DWG SHEET NO.

LS-06

SITE DETAILS

FENCE

LS-06

NOT TO SCALE

NOTES:

1. FENCE TO BE 6' TALL CHAIN LINK WITH FENCE SLAT MATERIAL TO

BLOCK VISIBILITY, AND STEEL BRACE BANDS ON POSTS FOR

BARBED WIRE ON TOP OF FENCE, AND BARBED WIRE (3 STRANDS)

AT TOP OF FENCE. SEE PHOTO FOR EXAMPLE.

2. FENCE SLATS TO BE REDDISH BROWN COLOR, OR TO MATCH

EXISTING SLATS.

3. SLATS TO BE INSTALLED AT ALL FENCING AND CHAIN LINK GATES.

MANUFACTURER: MASTER HALCO

MODEL: TYPICAL HIGH FENCE, ROUND END POSTS, WITH TOP RAIL & WITH BARBED WIRE

DRAWING NUMBER: 1-1140

CONTACT: 800-883-8384 OR www.masterhalco.com

(OR APPROVED EQUAL)

FENCE PRIVACY SLATS

LS-06

NOT TO SCALE

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6"

O

F

P

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T

H

T

NOTES

1. SIGN: RE: LS-03,LS-04, AND LS-05 FOR SIGNAGE AND

PLACEMENT

2. COLOR: COVER WITH A DOUBLE COAT OF OLYMPIC

SEMITRANSPARENT STAIN #713.

3. POSTS: ONE PEELED LOG POST, 6 INCHES IN DIAMETER WITH

45 DEGREE SIDE FACING BEVELED TOP. POST IS

BREAKAWAY. POSTS AND SIGNS TO BE STAINED:

SHERWIN-WILLIAMS WOODSCAPES EXTERIOR STAIN, COLOR:

NEW OXFORD BROWN #407GA-15 (OR APPROVED

EQUIVALENT).

4. HEIGHT: ABAAS/ADA SIGNS SHALL BE 60" MIN. ABOVE THE

FINISH GRADE OR GROUND SURFACE MEASURE TO THE

BOTTOM OF THE SIGN.

5. VEHICULAR REGULATORY SIGNAGE:

5.1. SHEETING: WHITE, HIGH INTENSITY PRISMATIC

SHEETING

5.2. OVERLAY: TRANSPARENT FHWA RECREATION BROWN,

RED PROHIBITIVE SLASH WHERE NEEDED.

5.3. SUBSTRATE: .080 GAUGE ALUMINUM, 8"X8"

5.4. SIGN HOLES: PRE-DRILLED TOP AND BOTTOM, SO AS

NOT TO INTERFERE WITH TEXT, GRAPHICS OR

BORDERS.

5.5. SIGN BACKS: PAINT TO MATCH NEW OXFORD BROWN

#407GA-15 (OR APPROVED EQUIVALENT). SIGN HOLES:

PRE-DRILLED TOP AND BOTTOM, SO AS NOT TO

INTERFERE WITH TEXT, GRAPHICS OR BORDERS

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SECONDARY SIGN,

WHEN APPLICABLE.

M

A X

5 8

5 8

2'-6"

AUTHORIZED

TRAFFIC ONLY

SIGN

(3)

"-1" HOLE

DIAMETER

NOTES:

1.

" WIDE, FULL DEPTH EXPANSION JOINTS SHALL BE PLACED AT 30' O.C. MAX. AND AT

ABUTMENTS. JOINT SEALANT SHALL BE APPLIED WITHIN EXPANSION JOINTS. TRIM FLUSH ALL

EXPOSED SIDES. PROVIDE SCORE JOINTS

" DEEP @ 10' O.C. WITH SMOOTH

" R TOOL JOINT.

2. PROVIDE SMOOTH BROOM FINISH ALL EXPOSED SURFACES.

TOOL EXPOSED EDGES SMOOTH, SIDES ONLY 1/2" R

TOP OF CONCRETE 1" HIGHER THAN TOP OF SOD

6"

ADJACENT MATERIAL VARIES, RE: PLANS

1-#4 REBAR CONTINUOUS, CENTERED, AND 3" FROM ENDS

3000 PSI MIN. CONCRETE, PER NEW MEXICO STANDARDS. SEE SPECS

4" DEPTH 3/4" MINUS COMPACTED AGGREGATE

COMPACTED SUBGRADE 95% SPD

M I N

6' BENCH

LS-07

NOT TO SCALE

8' PICNIC TABLE

LS-07

NOT TO SCALE

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/2 7/1

9 1 7:

A

KI

ST

LE

R

P:

\D

EN

VE

R\

US

FS

JE

ME

Z-

2\6 _C

D\

CA

D\

LA

\L 4-

0-

SI

TE

_D

ET

AI

LS

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

AQ

EK

2339.15.1c

DRAWN

AK

STAMPS

DWG SHEET NO.

LS-07

SITE DETAILS

MANUFACTURER: PILOT ROCK

MODEL: AT PICNIC TABLES

MATERIAL: TREATED PINE, GALVANIZED STEEL BRACES

SIZE: 8'-0" TOP, 6'-0" SEATS. (ACCESSIBLE)

(OR APPROVED EQUAL)

MANUFACTURER: PILOT ROCK

MODEL: OWRB PARK BENCH

MATERIAL: INDONESIAN BALAU WOOD, POWDER COATED FRAME (BLACK)

SIZE: 6'-0" LENGTH

BASE PLATE MOUNT

(OR APPROVED EQUAL)

BIKE RACK

LS-07

NOT TO SCALE

LS-07

NOT TO SCALE

EMPLOYEE ONLY PARKING SIGN

NOTES:

MANUFACTURER: DUMOR INC.

MODEL: BIKE RACK, 1-1140

FINISH: COATED W/ ZINC RICH EPOXY

THEN FINISHED W/ POLYESTER POWDER

COATING.

SURFACE MOUNT: 5-2 SURFACE MOUNT

CONTACT: 800-598-4018 OR

www.dumor.com

(OR APPROVED EQUAL)

CONCRETE LANDSCAPE CURB

LS-07

NOT TO SCALE

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WEDGES

FLASH COLLAR

& BASE (FC-11)

SEALANT

GROUND

SLEEVE

SAND

CONCRETE

FOOTING

GROUNDSET MOUNT

EX. FLAG POLE

SURFACE

MATERIAL,

RE: PLANS

SLOPE BASE TO DRAIN

2'-0"

2'-6"

BASE PLATE

1'-6" 1'-6"

M A

T C

H

E

X I S

T I N

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F O

O T

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D

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RE: EX. GATE

RE: CIVIL FOR

PROPOSED GRADE

COMPACTED SUBGRADE

CONCRETE FOOTING

EX. GATE

1'-6"

EX. BOLLARD

SURFACE MATERIAL

VARIES, RE: CIVIL

CONCRETE FOOTING

FLAG POLE

LS-08

NOT TO SCALE

NOTES:

1. CONTRACTOR TO REMOVE, SALVAGE, AND RELOCATE EXISTING FLAGPOLE.

BOLLARD

LS-08

NOT TO SCALE

NOTES:

1. CONTRACTOR TO REMOVE, SALVAGE, AND

RELOCATE EXISTING BOLLARDS TO BE PLACED AT

RELOCATED PROPANE TANKS (6 TOTAL BOLLARDS).

DOG WASTE STATION

LS-08

NOT TO SCALE

NOTES:

1. CONTRACTOR TO REMOVE,

SALVAGE, AND RELOCATE

EXISTING DOG WASTE

STATION.

2. RE: DETAIL 1/LS09 FOR

FOOTING

CONCRETE WHEEL STOP

LS-08

NOT TO SCALE

NOTES:

1. CONTRACTOR TO REMOVE, SALVAGE, AND RELOCATE

EXISTING CONCRETE WHEEL STOPS.

2. CONTRACTOR TO ANCHOR WHEEL STOPS WITH (2) 24"

LENGTH #5 REBAR, RECESS REBAR 1" FROM TOP OF WHEEL

STOP AND COVER HOLE WITH SILICONE SEALANT.

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/2 7/1

9 1 7:

A

KI

ST

LE

R

P:

\D

EN

VE

R\

US

FS

JE

ME

Z-

2\6 _C

D\

CA

D\

LA

\L 4-

0-

SI

TE

_D

ET

AI

LS

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

AQ

EK

2339.15.1c

DRAWN

AK

STAMPS

DWG SHEET NO.

LS-08

SITE DETAILS

EXISTING PICNIC TABLE

LS-08

NOT TO SCALE

NOTES:

1. CONTRACTOR TO REMOVE, SALVAGE, AND RELOCATE

ONE (1) EXISTING PICNIC TABLE.

ACCESSIBLE PARKING SIGNS

LS-08

NOT TO SCALE

NOTES:

1. CONTRACTOR TO REMOVE,

SALVAGE, AND RELOCATE TWO (2)

EXISTING ACCESSIBLE PARKING

SIGNS AND INSTALL (2) NEW

ACCESSIBLE PARKING SIGNS WITH

WOOD POSTS IN CONCRETE

FOOTING. (4 SIGNS TOTAL)

2. RE: DETAIL 1/LS-09 FOR NEW AND

RELOCATED SIGN FOOTING

INFORMATION KIOSK

LS-08

NOT TO SCALE

NOTES:

1. CONTRACTOR TO REMOVE, SALVAGE, AND RELOCATE

EXISTING INFORMATION KIOSK. NEW INTERPRETIVE PANELS

TO BE PROVIDED BY USFS AND INSTALLED BY CONTRACTOR.

2. CONTRACTOR TO PROVIDE SHOP DRAWINGS, STAMPED BY A

NEW MEXICO LICENSED STRUCTURAL ENGINEER FOR THE

INFORMATION KIOSK FOOTING. SHOP DRAWINGS TO BE

APPROVED BY THE CONTRACTING OFFICER AND ENGINEER.

MEMORIAL

LS-08

NOT TO SCALE

NOTES:

1. CONTRACTOR TO REMOVE, SALVAGE, AND

RELOCATE EXISTING MEMORIAL

2. CONTRACTOR TO SECURE IN PLACE AND

MATCH EXISTING ANCHOR SYSTEM.

NOTE:

1. CONTRACTOR TO REMOVE, SALVAGE, AND RELOCATE

EXISTING STEEL GATE. (MANUALLY OPERATED)

LS-08

NOT TO SCALE

28' WIDE STEEL DOUBLE SWING GATE

FOOTING

FOOTING FOOTING

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CONCRETE FOOTING,

FOOTING FOR NEW

AND RELOCATED

SIGNS

MATERIAL, RE: CIVIL

(3)

" - 1" HOLE

DIAMETER

SECONDARY SIGN,

WHEN APPLICABLE

NEW ACCESSIBLE

PARKING SIGN,

MATCH EXISTING (S1)

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6"

M

A X

5 8

5 8

H E

I G

H T

NOTES

1. SIGN: RE: LS-03,LS-04, AND FOR SIGNAGE AND

PLACEMENT

2. COLOR: COVER WITH A DOUBLE COAT OF OLYMPIC

SEMITRANSPARENT STAIN #713.

3. POSTS: ONE PEELED LOG POST, 6 INCHES IN

DIAMETER WITH 45 DEGREE SIDE FACING BEVELED

TOP. POST IS BREAKAWAY. POSTS AND SIGNS TO BE

STAINED: SHERWIN-WILLIAMS WOODSCAPES

EXTERIOR STAIN, COLOR: NEW OXFORD BROWN

#407GA-15 (OR APPROVED EQUIVALENT).

4. HEIGHT: ABAAS/ADA SIGNS SHALL BE 60" MIN.

ABOVE THE FINISH GRADE OR GROUND SURFACE

MEASURE TO THE BOTTOM OF THE SIGN.

5. VEHICULAR REGULATORY SIGNAGE:

5.1. SHEETING: WHITE, HIGH INTENSITY PRISMATIC

SHEETING

5.2. OVERLAY: TRANSPARENT FHWA RECREATION

BROWN, RED PROHIBITIVE SLASH WHERE

NEEDED.

5.3. SUBSTRATE: .080 GAUGE ALUMINUM, 8"X8"

5.4. SIGN HOLES: PRE-DRILLED TOP AND BOTTOM,

SO AS NOT TO INTERFERE WITH TEXT,

GRAPHICS OR BORDERS.

5.5. SIGN BACKS: PAINT TO MATCH NEW OXFORD

BROWN #407GA-15 (OR APPROVED

EQUIVALENT). SIGN HOLES: PRE-DRILLED TOP

AND BOTTOM, SO AS NOT TO INTERFERE WITH

TEXT, GRAPHICS OR BORDERS

4" CRUSHER FINES

MATERIAL, RE: CIVIL

COMPACTED SUB GRADE

NOTE: CONTRACTOR SHALL EXCAVATE

AREAS WHERE CRUSHER FINES ARE TO

BE APPLIED. FINISHED GRADE SHALL BE

FLUSH WITH SURROUNDING GRADE TO

INSURE THAT WATER WILL SHEET FLOW

OVER THE CRUSHER FINES.

NOTES:

1. KEYSTONE RIDGE DESIGNS, MODEL HRE-6,

PERMANENT, COLOR: MATCH EXISTING BOLLARDS.

PHONE: (800) 284-8208. SEE PLAN FOR BOLLARD

LOCATIONS. RE: SPECS

2. OR APPROVED EQUAL.

1'-6"

STEEL BOLLARD

SURFACE MATERIAL

VARIES, RE: CIVIL

CONCRETE FOOTING

"ø

DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/2 7/1

9 1 7:

A

KI

ST

LE

R

P:

\D

EN

VE

R\

US

FS

JE

ME

Z-

2\6 _C

D\

CA

D\

LA

\L 4-

0-

SI

TE

_D

ET

AI

LS

.D

W G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

AQ

EK

2339.15.1c

DRAWN

AK

STAMPS

DWG SHEET NO.

LS-09

SITE DETAILS

ACCESSIBLE PARKING SIGN FOOTING

LS-09

NOT TO SCALE

S1

CRUSHER FINES

LS-09

NOT TO SCALE

NEW BOLLARD

LS-09

NOT TO SCALE

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LIMITS OF CONSTRUCTION

EX. TREES TO REMAIN

EX. MAJOR CONTOUR

EX. MINOR CONTOUR

EX. SEWER LINE

EX. WATER LINE

EX. GAS LINE

EX. ELECTRIC LINE

EX. ELECTRIC LINE

EX. TELEPHONE LINE

WATER WAY TO REMAIN

WATER WAY OFFSET

BUILDING, RE: ARCH

UNDERGROUND ELECTRIC LINE

WATER LINE

SEWER LINE

STORM SEWER LINE

STORM LINE

PROPOSED FENCE

EX. COTTONWOOD TO REMAIN

SEED

PROPOSED TREES

PROPOSED SHRUBS

AND PERENNIALS

LEGEND

S S

W W W

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UE UE UE

W W W

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LIMITS OF CONSTRUCTION, TYP.

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DRAWING TITLE

PROJECT NAME

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

SUBSHEET NO.

United States Department of Agriculture Forest Service

6/2 7/1

9 1 7:

A

KI

ST

LE

R

P:

\D

EN

VE

R\

US

FS

JE

ME

Z-

2\6 _C

D\

CA

D\

LA

\L 2-

0-

SI

TE

_L

AN

DS

CA

PE

.D W

G;

(R3)

SOUTHWESTERN REGION

JEMEZ RANGER DISTRICT

OFFICE DESIGN

PHASE TWO

SANTA FE

NATIONAL FOREST

JEMEZ RANGER DISTRICT

07/01/2019

AQ

EK

2339.15.1c

DRAWN

AK

STAMPS

DWG SHEET NO.

LP-01

PLANTING PLAN

ALL ITEMS ON THIS SHEET ARE

INCLUDED IN OPTION #9

ENLARGEMENT (LP-02)

SEED ALL AREAS OF DISTURBANCE, TYP.

NOTES:

1. ALL PLANT SYMBOLS SHOWN ON PLAN ARE SPACED TO

ALLOW FOR MATURATION OF AT LEAST A 5-YEAR GROWTH

RATE.

2. ALL PROPOSED PLANTING TO RECEIVE AMENDED SOIL WHEN

PLANTED. RE: SPECS AND DETAILS.

3. ALL PROPOSED PLANTING HAS BEEN LOCATED ON PLAN TO

RECEIVE OPTIMAL LIGHT CONDITIONS, PER SPECIES.

4. ALL PROPOSED PLANTING HAS BEEN LOCATED IN AREAS OF

APPROPRIATE DRAINAGE FOR WATER REQUIREMENTS.

5. ALL PROPOSED PLANTING HAS BEEN LOCATED TO AVOID

PROXIMITY TO SHADE, UTILITIES, OVERHANGS OR LIGHTING

THAT WOULD POTENTIALLY NEGATIVELY IMPACT GROWTH

AND SUCCESS.

6. ALL PROPOSED PLANTING HAS BEEN LOCATED AWAY FROM

STRUCTURAL LIMITATIONS THAT WOULD IMPACT THE

LOCATION AND GROWTH OF PLANTS, AND HAVE EITHER

BEEN PLACED IN NATIVE SEED AREAS, OR IN DESIGNATED

PLANTING BEDS. 84 of 299

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