NOTE

:

W

NOTE

:TY

PE:

NOTE

:

FLOW

FLOW

FLOW

FLOW

FLOW

FLOW

15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00

CP 2ELEV:4453.12

N:722185.46E:1718851.71

CP 1ELEV: 4450.51N:722329.46E:1718779.86

15+0

0

16+0

0

17+0

0

18+0

0

19+0

0

20+0

0

21+0

0

22+0

0

23+0

0

24+0

0

25+0

0

26+0

0

27+0

0

28+0

0

PI:

16+3

9.56

PI:

25+8

2.29

PI: 14+53.84

PI: 15+76.00

PI: 21+68.08

PI: 22+17.24

PI: 22+55.03

PI: 23+16.21

15+00

16+00

17+00

18+00

19+00

20+00

21+00

22+0023+00

L1 L2 L3

L4

L6L7

L8

L9

L11

L12

L14

L15

L17

L19

L20

N:721820.70E:1719121.01

N:722685.93E:1718746.69

N:722325.82E:1719120.32

N:722207.56E:1718330.14

STA:21+44.13 RIATA ROADSTA:20+49.64 LA LUZ CREEK

B.O.P.STA:16+98.36

E.O.P.STA:26+20.58

B.O.P.STA:15+76.00

E.O.P.STA:22+23.24

L5

L16

L10

L13L18

RIATA ROAD CENTER LINENUMBER

L1

L2

L3

LENGTH

639.56'

942.73'

639.23'

DIRECTION

N23° 37' 17.82"W

N23° 23' 39.49"W

N23° 36' 42.33"W

RADIUS DELTA

LA LUZ CREEKNUMBER

L4

L5

L6

L7

L8

LENGTH

122.16'

592.08'

49.16'

37.79'

61.18'

DIRECTION

N78° 35' 18.33"E

N83° 40' 58.44"E

N72° 07' 31.13"E

N68° 29' 43.38"E

N61° 08' 12.84"E

RADIUS DELTA

CONTROL POINT 1 TABLELine #

L9

L10

L11

L12

L13

L14

Length

612.55

554.83

465.93

358.01

394.53

340.48

Direction

S33° 50' 36.53"E

S34° 56' 41.19"E

S74° 50' 24.15"W

N5° 18' 58.55"W

N7° 04' 13.75"W

S89° 23' 46.67"E

CONTROL POINT 2 TABLELine #

L15

L16

L17

L18

L19

L20

Length

453.40

396.34

521.99

548.90

511.37

303.13

Direction

S36° 26' 17.43"E

S38° 21' 25.06"E

N87° 34' 12.16"W

N12° 40' 18.24"W

N11° 51' 03.08"W

N62° 24' 35.66"E

PROJECT NO:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:

SHEET NO:

SHEET TITLE

CONS

ULTA

NTS

SEAL

54321

A

B

C

D

6 7 8 9 10

54321 6 7 8 9 10

E

F

G

H

PRO

JECT

NAM

E

BRID

GE

# 98

26RI

ATA

ROAD

- L

A LU

Z CR

EEK

REV.

DESC

RIPT

ION

414

N. M

AIN

ST,

SU

ITE

ALA

S C

RU

CE

S, N

M 8

8001

PH

ON

E: 5

05-3

48-4

000

FAX

: 575

-527

-925

8w

ww

.wils

onco

.com

DATE

BY

M:\M

SD\1

8-60

0-01

7-00

\2_D

iscip

lines

\_SH

EETS

\2_S

heet

s - c

ivil\1

8600

17_H

oriz

Cont

rol.d

wg2/7/

2019

2:0

2 PM

18-600-017-00

JANUARY 2019

PSE REVIEW

NOT FOR

CONSTRUCTION

1 inch = ft.( IN FEET )

GRAPHIC SCALE050 50 100

50

20025

HORIZONTAL LAYOUT

3-1

40.00'UTILITY EASEMENT

50.00'ROW

200.00'UPRR ROW

UPRR BRIDGESTRUCTURE

RIATA ROAD

RIATA ROAD

LA L

UZ

CR

EEK

CL

CLLA LUZ CREEK

GENERAL NOTES1. ALL POINTS HAVE BEEN BASED ON NAVD 88 FOR VERTICAL ACCURACY

AND STATE PLANE COORDINATES (SPC 3002 NM C) FOR HORIZONTALACCURACY.

2. THE HORIZONTAL CONTROL AND RIGHT OF WAY DRAWINGS IN AUTOCAD2018 FORMAT WILL BE PROVIDED TO THE CONTRACTOR UPON WRITENREQUEST. SEE NOTICE TO CONTRACTOR "ELECTRIC DATA FILES" INPROJECT MANUAL.

Riata Road Center Line PROFILE

4445

4450

4455

4460

4465

4470

4475

4445

4450

4455

4460

4465

4470

447515+00 16+00 17+00 18+00 19+00

15+00

4452

.6

4452

.4

4452

.3

4452

.3

4452

.4

16+00

4452

.5

4452

.6

4452

.6

4452

.6

4452

.5

17+00

4452

.344

52.3

2

4452

.144

52.3

4

4451

.944

52.3

7

4451

.644

52.4

1

4451

.444

52.4

8

18+00

4451

.144

52.5

8

4450

.844

52.6

8

4450

.744

52.7

8

4450

.744

52.8

8

4450

.644

52.9

8

19+00

4450

.544

53.0

8

0.50%0.10%

GR

AD

E B

RE

AK

STA

= 1

6+98

.36

ELE

V =

445

2.32

3

LOW PT STA = 17+31.18LOW PT ELEV = 4452.36

PVI STA = 17+61.18PVI ELEV = 4452.39

K = 150.08 60.00' VC

BV

CS

: 17+

31.1

8B

VC

E: 4

452.

36

EV

CS

: 17+

91.1

8E

VC

E: 4

452.

54

EXISTINGGRADE @

FINISHEDGRADE @

EXISTINGGRADE @

B.O.P.STA:16+98.36CL CL

CL

FOFO

FOFO UGTUGT

UGTUGTUGTUGTUGTUGT

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE

TEL

FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO

FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT

UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT

15+00

16+00 17+0

0

18+0

0

19+0

0

BOPSTA:16+98.36 4452

4451

4452

4452

4452

44524452

4453

4451

4451

4451

4450

4450

44504450

4451

4451

4452

4452

4453

4453

44524452

4452

4452

3-2

RIATA ROAD PLAN &PROFILE

PROJECT NO:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:

SHEET NO:

SHEET TITLE

CONS

ULTA

NTS

SEAL

54321

A

B

C

D

6 7 8 9 10

54321 6 7 8 9 10

E

F

G

H

PRO

JECT

NAM

E

BRID

GE

# 98

26RI

ATA

ROAD

- L

A LU

Z CR

EEK

REV.

DESC

RIPT

ION

414

N. M

AIN

ST,

SU

ITE

ALA

S C

RU

CE

S, N

M 8

8001

PH

ON

E: 5

05-3

48-4

000

FAX

: 575

-527

-925

8w

ww

.wils

onco

.com

DATE

BY

M:\M

SD\1

8-60

0-01

7-00

\2_D

iscip

lines

\_SH

EETS

\2_S

heet

s - c

ivil\1

8600

17_R

iata

Road

_PnP

.dwg

2/8/

2019

12:

23 P

M

18-600-017-00

JANUARY 2019

PSE REVIEW

NOT FOR

CONSTRUCTION

LEGEND

KEYNOTES

GENERAL NOTES

RIATA ROAD PROFILE STA: 15+00 TO 19+00VERTICAL SCALE: 1" = 5'

RIATA ROAD PLAN STA: 15+00 TO 19+00HORIZONTAL SCALE: 1" = 20'

XX

00 20'10'

50' ROW

MA

TCH

LIN

E S

TA 1

9+00

SE

E S

HE

ET

3-3

1. BUILD NEW PAVING, SEE TYPICAL SECTIONS SHEET 2-1.

2. SAW CUT NEAT LINE.

3. MATCH EXISTING ELEVATION.

4. EXISTING "DO NOT ENTER WHEN FLOOD" SIGN. REMOVE ANDSALVAGE. COORDINATE WITH OWNER ON STOCKPILE LOCATION.

1

4

40' UTILEASMENT

℄CONSTRUCTION

1. ALL STATIONING REFERS TO THE CENTERLINE OF ROADWAY UNLESSOTHERWISE NOTED.

2. CONTRACTOR SHALL MAINTAIN AND PROTECT ALL EXISTING POWERPOLES. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE ANDWILL REPLACE, IN-KIND, AT NO COST TO THE OWNER.

3. SEE SHEETS 5-1 THRU 5-21 FOR RIATA RD BRIDGE PLANS AND DETAILS.

4. SEE SHEETS 3-5 & 3-6 FOR LA LUZ CREEK PLAN AND PROFILE.

2 3

PROPOSED ASPHALT

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

SCALE: 1" = 20'

ROADWAY WIDTHTRANSITION 50.0'

STA. 16+98.36 TO STA. 17+48.36