A06_Construction_Plans_40540261.pdf

PDF 16 MB Posted Aug 26, 2021

Attached to: ESTRELLA WAYSIDE REC AREA PHASE 1 CONSTR Federal contract opportunity
Solicitation number: 140L6421Q0058
Issued by: Department of the Interior Bureau of Land Management Arizona Region

About this file

Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity solicitation requests quotations for construction services to support Phase One of the Sonoran Desert National Monument Estrella-Wayside Recreation Area. The Bureau of Land Management Arizona State Office is seeking to build facilities including roads, parking areas, and picnic ramadas. This is a small business set-aside for NAICS code 237990, with a size standard of $39.5 million. Quotes are due by July 15, 2022 in response to solicitation number 140L6421Q0058. Award is expected by August 15, 2022.

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Other files for this federal contract opportunity

Other files attached to ESTRELLA WAYSIDE REC AREA PHASE 1 CONSTR, newest first.
File	Type	Posted
Goverment_respones_to_contractors_questions_0002.docx	DOCX document	Sep 10, 2021
Estrella-Wayside_Final_Geotechnical_Report_0002.pdf	PDF	Sep 10, 2021
Sol_140L6421Q0058_Amd_0002.pdf	PDF	Sep 10, 2021
Goverment_respones_to_contractors_questions_0001.docx	DOCX document	Sep 5, 2021
Sol_140L6421Q0058_Amd_0001.pdf	PDF	Sep 5, 2021
Bid_Schedule_140L6421Q0058.xlsx	XLSX spreadsheet	Aug 26, 2021
Sol_140L6421Q0058.pdf	PDF	Aug 26, 2021
B03_DOL_Wage_Determination.pdf	PDF	Aug 26, 2021
A04_Specifications_40540261.pdf	PDF	Aug 26, 2021

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Pr oj ec t #

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UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

SONORAN DESERT NATIONAL MONUMENT

ESTRELLA-WAYSIDE RECREATION AREA

PHASE ONE

PHOENIX DISTRICT, ARIZONA

VICINITY MAPAREA REFERENCE MAP

CITY OF

GILA BEND

INTERSTATE 8

W MARICOPA RD

G 000

TITLE SHEET

SITE

SURVEY CONTROL STATEMENT:

Survey Control is based on National Geologic Survey Data and has not been field verified.

Horizonal Control: NAD 83 Arizona State Plane Central Zone

Vertical Control: NAVD 88

Station Description:

Described by Coast and Geodetic Survey 1967. 13.15 miles west from Mobile.

About 13.15 miles west along the Southern Pacific Railroad from the Nelson Elementary School at Mobile, 37 feet north of the north rail of the main track, 41 feet northwest of the northwest corner of the west abutment of Railroad Bridge Number 106, 13 feet south of the center of the line of the levee which parallels the railroad, 4 feet west of the 2nd telegraph pole east of milepost 871, 1.2 feet east of the metal witness post about 2 1/2 feet below the level of the tracks, and on the top of a 5/8-inch copper coated road that is driven to a depth of 13 feet and is encased in a 5-inch iron pipe projecting 12 inches. SPC AZ C: Northing

= 728,159.93; Easting = 527,485.68; Units: iFT; Scale Factor = 0.99993408; Converg = -0 18 23.4

SHEET INDEX

TITLE SHEET

GENERAL NOTES

OVERALL ILLUSTRATIVE SITE PLAN

PHASE ONE SITE PLAN

HORIZONTAL CONTROL ROUTE 8002

HORIZONTAL CONTROL ROUTE 8002C

SITE DETAIL - ROUTE 8002C PRIMITIVE CAMPSITES

TYPICAL SECTIONS - ROADWAYS

TYPICAL SECTIONS - CAMPSITES

TYPICAL SECTIONS - LOW-WATER CROSSINGS

SIGNAGE PLAN

SIGN CONCEPT DESIGNS

AMENITY ILLUSTRATIONS AND DETAILS

DETAILS

SHEET NO. SHEET DESCRIPTION

G 000

G 001

C 100

C 101

C 102 - C 104

C 105 - C 106

C 200

C 300 - C 301

C 302

C 303

C 400

C 401

C 500

C 501 - C 502

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G 001

GENERAL NOTES

CONSTRUCTION GENERAL NOTES:

1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET

FORTH IN THE PROJECT SPECIFICATIONS, AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND

THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED

BY THE GOVERNMENT.

2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED

OTHERWISE.

3. THE CONSULTANT ENGINEER SHALL PROVIDE, ON THE COVER OF THE PLAN SET, THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARK

FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS.

4. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND/OR AGREEMENTS NEEDED FOR THE JOB, ONSITE AT ALL TIMES.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR APPLICABLE AGENCIES. ANY EARTH DISTURBING ACTIVITY OR

CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS WILL NOT BE PERMITTED UNTIL THE PRECONSTRUCTION MEETING. THE CONTRACTOR, SHALL

SCHEDULE A PRECONSTRUCTION MEETING WITH THE GOVERNMENT AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO THE START OF CONSTRUCTION.

APPROVED PLANS SHALL BE DISTRIBUTED AT THE PRECONSTRUCTION MEETING.

6. THE CONTRACTOR IS RESPONSIBLE FOR THE TIMELY NOTIFICATION OF AND SHALL COORDINATE WORK IN ALL WORK AREAS WITH THE APPROPRIATE

STATE, COUNTY, GOVERNMENT, OR LOCAL AGENCIES.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC

CONTROL, AND SECURITY.

8. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE.

9. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS

OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE GOVERNMENT IMMEDIATELY.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE

SITE ONTO PAVED ROADWAYS.

11. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE CONCEPTUAL IN NATURE AND ARE TO BE USED FOR DESIGN INTENT. FIELD MODIFICATIONS MAY BE

NECESSARY BASED ON TERRAIN AND EXISTING VEGETATION. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE GOVERNMENT FOR

CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS.

12. THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE PROJECT'S ARIZONA PERMIT FOR STORM WATER DISCHARGE, THE STORM

WATER MANAGEMENT PLAN AND THE EROSION CONTROL PLAN, WHERE APPLICABLE.

13. ALL STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED, AT THE LIMITS OF CONSTRUCTION, PRIOR TO ANY OTHER GROUND-DISTURBING

ACTIVITY. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR, UNTIL SUCH TIME AS THE ENTIRE DISTURBED

AREAS IS STABILIZED. THE GOVERNMENT MAINTAINS THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES IF NECESSARY DURING

CONSTRUCTION.

14. ALL EXISTING STRUCTURES, FENCES, SIGNS, AND IMPROVEMENTS DESTROYED, DAMAGED, OR REMOVED DUE TO THE CONSTRUCTION OF THIS PROJECT

SHALL BE REPLACED OR RESTORED IN LIKE AND KIND AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A DISPOSAL SITE FOR ALL UNUSABLE MATERIAL REMOVED FROM THE PROJECT.

16. THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, SUNDAYS OR HOLIDAYS, UNLESS THERE IS PRIOR WRITTEN APPROVAL BY THE

GOVERNMENT.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE GOVERNMENT AT ALL TIMES.

18. CONTRACTOR SHALL RESTORE DISTURBED AREAS BY BEST MANAGEMENT PRACTICES TO ORIGINAL VEGETATIVE STATES AS DOCUMENTED PRIOR TO

COMMENCEMENT OF CONSTRUCTION.

EROSION CONTROL NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ARIZONA PERMIT FOR CONSTRUCTION ACTIVITY STORMWATER DISCHARGE PERMIT AND

PREPARING THE STORMWATER MANAGEMENT PLAN BASED ON HIS MEANS, METHODS, PROCEDURES, SEQUENCES, AND SCHEDULE.

2. THE CONTRACTOR SHALL ENSURE STORM WATER QUALITY BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED TO MINIMIZE SOIL EROSION, SEDIMENTATION, INCREASED POLLUTANT LOADS AND CHANGED WATER FLOW CHARACTERISTICS RESULTING FROM LAND DISTURBING ACTIVITY, TO THE

MAXIMUM EXTENT PRACTICABLE, SO AS TO MINIMIZE POLLUTION OF RECEIVING WATERS.

3. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES AT ALL TIMES BEFORE, DURING

AND AFTER CONSTRUCTION TO PREVENT DAMAGING FLOWS ON THE SITE AND ADJACENT PROPERTY.

4. TO THE EXTENT PRACTICABLE, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO GRADING ACTIVITIES. FOLLOWING INITIAL

GRADING ACTIVITIES, EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PLACED AS CONSTRUCTION SEQUENCING AND ACCESS DICTATES.

5. AT A MINIMUM, ALL BEST MANAGEMENT PRACTICES (BMPS) OUTLINED ON THE DRAINAGE AND STORM WATER MANAGEMENT PLAN MUST BE CORRECTLY

INSTALLED AND FUNCTIONING. AT ALL TIMES DURING THE PROJECT CONSTRUCTION, ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT

CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO PREVENT ACCELERATED EROSION AND SEDIMENTATION, OR AS REQUESTED

BY THE GOVERNMENT, UNTIL A TIME WHEN THE GOVERNMENT DETERMINES THEY ARE NO LONGER NEEDED.

6. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO WATER AND WIND BY REMOVAL OR

DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS AND FOR THE SHORTEST

PRACTICABLE PERIOD OF TIME.

7. ALL TOPSOIL, WHERE PHYSICALLY PRACTICABLE, SHALL BE SALVAGED AND ON TOPSOIL SHALL BE REMOVED FROM THE SITE EXCEPT AS SET FORTH IN

THE APPROVED PLANS. TOPSOIL AND OVERBURDEN SHALL BE SEGREGATED AND STOCKPILED SEPARATELY AS DESIGNATED BY THE GOVERNMENT.

TOPSOIL AND OVERBURDEN SHALL BE REDISTRIBUTED WITHIN THE GRADED AREA AFTER A ROUGH GRADING TO PROVIDE A SUITABLE BASE FOR THE

AREAS THAT WILL BE SEEDED AND PLANTED.

8. ANY CONSTRUCTION DEBRIS OR MUD TRACKING IN THE PUBLIC RIGHT-OF-WAY RESULTING FROM THE CONSTRUCTION SHALL BE REMOVED IMMEDIATELY

BY THE CONTRACTOR.

9. FUGITIVE DUST EMISSIONS RESULTING FROM GRADING ACTIVITIES AND/OR WIND SHALL BE CONTROLLED USING THE BEST AVAILABLE TECHNOLOGY. A

WATER TRUCK SHALL BE USED WITHIN TWENTY-FOUR (24) HOURS OF THE GOVERNMENT'S REQUEST FOR DUST CONTROL ON SITE.

10. RUNOFF FROM STOCKPILES SHALL BE CONTROLLED TO PREVENT EROSION AND RESULTANT SEDIMENTATION OF RECEIVING WATERS OR ADJACENT

PROPERTY. SOILS STOCKPILED FOR MORE THAN THIRTY (30) DAYS SHALL BE SEEDED WITH A TEMPORARY OR PERMANENT GRASS COVER WITHIN

FOURTEEN (14) DAYS AFTER COMPLETION OF THE STOCKPILE CONSTRUCTION.

11. IF STOCKPILES ARE LOCATED WITHIN CLOSE PROXIMITY TO A DRAINAGE WAY, ADDITIONAL SEDIMENT CONTROL MEASURES, SUCH AS TEMPORARY

DIVERSION DIKE OR SILT FENCE, SHALL BE PROVIDED.

12. PERMANENT SOIL STABILIZATION MEASURES SHALL BE APPLIED WITHIN FOURTEEN (14) DAYS TO DISTURBED AREAS IN WHICH FINAL GRADE IS

COMPLETED.

13. TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED WITHIN FOURTEEN (14) DAYS, TO AREAS THAT ARE NOT AT FINAL GRADE BUT WILL REMAIN

DORMANT (UNDISTURBED) FOR LONGER THAN THIRTY (30) DAYS.

14. SEEDING RATES FOR BROADCAST APPLICATION SHOULD BE INCREASED AT LEAST TWICE THAT OF DRILLED RATES.

15. STRAW MULCH RATES SHOULD BE A MINIMUM OF TWO (2) TONS/ACRE AND SHOULD BE CRIMPED, OR ANCHORED WITH THE AID OF TACKIFIERS.

16. INSPECTION AND MAINTENANCE PROCEDURES. INSPECTIONS SHALL BE PERFORMED EVERY FOURTEEN (14) DAYS, OR FOLLOWING A STORM WATER

EVENT. AN INSPECTION FORM (PROVIDED BY THE GOVERNMENT SHALL BE COMPLETED FOR EACH INSPECTION PERFORMED. THE COMPLETED

INSPECTION FORM SHALL BE PROVIDED TO THE GOVERNMENT. INSPECTION REPORTS MUST BE KEPT ON SITE. MAINTENANCE AND REPAIRS SHALL BE

PERFORMED AS SOON AS POSSIBLE ON ITEMS OR AREAS IDENTIFIED IN THE INSPECTION REPORT.

17. ALL EROSION CONTROL MEASURES MUST REMAIN IN A FUNCTIONAL CONDITION UNTIL A VIABLE VEGETATIVE COVER HAS BEEN ESTABLISHED.

18. A VIABLE VEGETATIVE COVER SHOULD BE ESTABLISHED WITHIN ONE (1) YEAR ON ALL DISTURBED AREAS AND SOIL STOCKPILES NOT OTHERWISE

PERMANENTLY STABILIZED. VEGETATION IS NOT CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED WHICH, IN THE OPINION OF THE

GOVERNMENT, IS SUFFICIENTLY MATURE TO CONTROL SOIL EROSION AND CAN SURVIVE SEVERE WEATHER CONDITIONS. “ESTABLISHED” IS DEFINED AS A

MINIMUM OF SEVENTY (70) PERCENT COVER OF DESIRED SPECIES.

19. THE GOVERNMENT MAY MODIFY THE EROSION AND SEDIMENT CONTROL PLAN AS FIELD CONDITIONS WARRANT.

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C 100

OVERALL ILLUSTRATIVE

SITE PLAN

T S

R W

E s t r e l l a

ROUTE 8002C

00+110

C 101

PHASE ONE SITE PLAN

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700 1400700

ROUTE 8002C

PRIMITIVE CAMPSITES

(REFER TO SHEET C 200)

ROUTE 8002

I C

STA. 125+00.00±

LOW-WATER CROSSING

POINT ID

L10

C10

L11

C11

L12

C12

L13

STATION

1+00.00

1+48.65

1+93.60

3+93.42

4+16.40

4+27.01

4+40.86

5+77.50

5+78.59

6+68.68

6+73.69

7+74.13

7+81.03

9+94.43

10+01.93

11+72.18

11+78.44

12+66.68

12+70.84

13+48.60

13+60.85

14+49.51

14+59.90

15+53.62

15+56.59

DELTA

012° 52' 37"

031° 54' 17"

029° 19' 33"

002° 18' 16"

010° 37' 19"

014° 36' 18"

015° 53' 28"

013° 15' 57"

008° 49' 13"

025° 57' 36"

022° 01' 16"

006° 17' 30"

RADIUS

200.00

41.26

27.05

TANGENT

22.57

11.80

7.08

0.54

2.51

3.47

3.78

3.15

2.09

6.23

5.26

1.49

LENGTH

48.65

44.95

199.83

22.98

10.62

13.84

136.65

1.09

90.09

5.01

100.44

6.89

213.40

7.50

170.25

6.26

88.23

4.16

77.76

12.25

88.65

10.40

93.71

2.97

128.66

BEARING

N 53° 41' 28" W

N 66° 34' 05" W

N 34° 39' 48" W

N 63° 59' 21" W

N 66° 17' 37" W

N 55° 40' 18" W

N 41° 04' 00" W

N 25° 10' 32" W

N 11° 54' 34" W

N 03° 05' 21" W

N 29° 02' 57" W

N 51° 04' 12" W

N 57° 21' 42" W

START STATION

1+00.00

1+48.65

1+93.60

3+93.42

4+16.40

4+27.01

4+40.86

5+77.50

5+78.59

6+68.68

6+73.69

7+74.13

7+81.03

9+94.43

10+01.93

11+72.18

11+78.44

12+66.68

12+70.84

13+48.60

13+60.85

14+49.51

14+59.90

15+53.62

15+56.59

END STATION

1+48.65

1+93.60

3+93.42

4+16.40

4+27.01

4+40.86

5+77.50

5+78.59

6+68.68

6+73.69

7+74.13

7+81.03

9+94.43

10+01.93

11+72.18

11+78.44

12+66.68

12+70.84

13+48.60

13+60.85

14+49.51

14+59.90

15+53.62

15+56.59

16+85.24

POINT ID

C13

L14

C14

L15

C15

L16

C16

L17

C17

L18

C18

L19

C19

L20

C20

L21

C21

L22

C22

L23

C23

L24

C24

L25

C25

STATION

16+85.24

16+88.70

18+25.29

18+30.59

19+42.33

19+50.24

21+98.81

22+01.40

23+31.65

23+34.50

24+52.00

24+60.08

25+79.53

25+82.47

26+94.03

27+02.59

28+19.15

28+25.72

29+43.96

29+49.26

31+01.59

31+03.76

35+83.24

35+97.43

37+02.66

DELTA

007° 19' 17"

011° 14' 17"

016° 44' 53"

005° 29' 01"

006° 01' 20"

017° 07' 42"

006° 14' 24"

018° 08' 07"

013° 55' 45"

011° 14' 21"

004° 35' 09"

030° 03' 20"

007° 25' 35"

RADIUS

27.05

TANGENT

1.73

2.66

3.98

1.30

1.42

4.07

1.47

4.32

3.30

2.66

1.08

7.26

1.76

LENGTH

3.46

136.59

5.31

111.74

7.91

248.57

2.59

130.25

2.84

117.50

8.09

119.45

2.95

111.55

8.56

116.56

6.58

118.23

5.31

152.33

2.16

479.49

14.19

105.23

3.51

BEARING

N 50° 02' 26" W

N 38° 48' 08" W

N 55° 33' 01" W

N 61° 02' 02" W

N 67° 03' 22" W

N 49° 55' 40" W

N 56° 10' 04" W

N 38° 01' 57" W

N 51° 57' 42" W

N 63° 12' 03" W

N 58° 36' 54" W

N 88° 40' 14" W

START STATION

16+85.24

16+88.70

18+25.29

18+30.59

19+42.33

19+50.24

21+98.81

22+01.40

23+31.65

23+34.50

24+52.00

24+60.08

25+79.53

25+82.47

26+94.03

27+02.59

28+19.15

28+25.72

29+43.96

29+49.26

31+01.59

31+03.76

35+83.24

35+97.43

37+02.66

END STATION

16+88.70

18+25.29

18+30.59

19+42.33

19+50.24

21+98.81

22+01.40

23+31.65

23+34.50

24+52.00

24+60.08

25+79.53

25+82.47

26+94.03

27+02.59

28+19.15

28+25.72

29+43.96

29+49.26

31+01.59

31+03.76

35+83.24

35+97.43

37+02.66

37+06.17

POINT ID

L26

C26

L27

C27

L28

C28

L29

C29

L30

C30

L31

C31

L32

C32

L33

C33

L34

C34

L35

C35

L36

C36

L37

C37

L38

STATION

37+06.17

38+10.44

38+14.58

39+36.54

39+38.95

40+74.38

40+76.36

42+14.53

42+31.42

43+40.84

43+51.97

44+73.87

44+83.91

45+50.27

45+61.12

47+60.08

47+65.36

48+31.63

48+32.83

50+16.61

50+25.41

51+46.03

51+49.45

53+41.23

53+41.30

DELTA

008° 47' 08"

005° 05' 48"

004° 11' 57"

035° 47' 02"

023° 34' 36"

021° 15' 01"

022° 58' 52"

011° 10' 08"

002° 32' 20"

018° 38' 34"

007° 13' 46"

000° 09' 22"

RADIUS

27.05

TANGENT

2.08

1.20

0.99

8.73

5.64

5.07

5.50

2.64

0.60

4.44

1.71

0.04

LENGTH

104.27

4.15

121.96

2.41

135.44

1.98

138.17

16.89

109.41

11.13

121.91

10.03

66.36

10.85

198.97

5.27

66.27

1.20

183.78

8.80

120.62

3.41

191.78

0.07

38.83

BEARING

N 81° 14' 38" W

N 72° 27' 30" W

N 77° 33' 19" W

N 81° 45' 16" W

N 45° 58' 14" W

N 22° 23' 38" W

N 43° 38' 39" W

N 66° 37' 31" W

N 55° 27' 23" W

N 52° 55' 03" W

N 34° 16' 30" W

N 41° 30' 15" W

N 41° 20' 54" W

START STATION

37+06.17

38+10.44

38+14.58

39+36.54

39+38.95

40+74.38

40+76.36

42+14.53

42+31.42

43+40.84

43+51.97

44+73.87

44+83.91

45+50.27

45+61.12

47+60.08

47+65.36

48+31.63

48+32.83

50+16.61

50+25.41

51+46.03

51+49.45

53+41.23

53+41.30

END STATION

38+10.44

38+14.58

39+36.54

39+38.95

40+74.38

40+76.36

42+14.53

42+31.42

43+40.84

43+51.97

44+73.87

44+83.91

45+50.27

45+61.12

47+60.08

47+65.36

48+31.63

48+32.83

50+16.61

50+25.41

51+46.03

51+49.45

53+41.23

53+41.30

53+80.13

POINT ID

C38

L39

C39

L40

C40

L41

C41

L42

C42

L43

C43

L44

C44

L45

C45

L46

C46

L47

C47

L48

C48

L49

C49

L50

C50

STATION

53+80.13

53+86.18

53+93.50

54+03.13

56+37.93

56+43.54

58+37.39

58+50.53

60+44.96

60+46.16

61+82.02

61+83.73

64+26.88

64+36.05

65+47.90

65+53.50

68+45.03

68+51.27

70+50.23

70+66.01

71+17.79

71+27.87

71+52.79

71+71.12

72+15.93

DELTA

012° 49' 12"

023° 04' 53"

013° 27' 24"

031° 29' 29"

002° 52' 45"

004° 06' 01"

022° 00' 10"

013° 24' 46"

014° 58' 01"

037° 50' 27"

024° 10' 23"

043° 57' 00"

030° 47' 48"

RADIUS

27.05

23.89

TANGENT

3.04

4.88

2.82

6.74

0.60

0.86

4.64

2.81

3.14

8.19

5.12

9.64

6.58

LENGTH

6.05

7.32

9.62

234.80

5.61

193.85

13.13

194.43

1.20

135.87

1.71

243.14

9.17

111.85

5.59

291.53

6.24

198.97

15.78

51.78

10.08

24.92

18.33

44.81

12.84

BEARING

N 28° 31' 42" W

N 51° 36' 34" W

N 65° 03' 58" W

N 33° 34' 28" W

N 36° 27' 14" W

N 40° 33' 15" W

N 18° 33' 05" W

N 31° 57' 51" W

N 16° 59' 49" W

N 20° 50' 38" E

N 45° 01' 01" E

N 01° 04' 01" E

START STATION

53+80.13

53+86.18

53+93.50

54+03.13

56+37.93

56+43.54

58+37.39

58+50.53

60+44.96

60+46.16

61+82.02

61+83.73

64+26.88

64+36.05

65+47.90

65+53.50

68+45.03

68+51.27

70+50.23

70+66.01

71+17.79

71+27.87

71+52.79

71+71.12

72+15.93

END STATION

53+86.18

53+93.50

54+03.13

56+37.93

56+43.54

58+37.39

58+50.53

60+44.96

60+46.16

61+82.02

61+83.73

64+26.88

64+36.05

65+47.90

65+53.50

68+45.03

68+51.27

70+50.23

70+66.01

71+17.79

71+27.87

71+52.79

71+71.12

72+15.93

72+28.77

Pr oj ec t #

Ch ec ke d

Dr aw n By

Pr oj ec t S ta tu s Iss ue D at e

77 JH

/11

/20

Re v.

De sc rip tio n

Da te

Re vis io n

Iss ue

N D

T N A

N A

L M

O N

-W

, A Z

E\ B\

\5-fin al-ds gn \51

-d ra wi ng s\1 0-

Ci vil

\ca d\d wg \sh ee t\E str ell a\1 _P

2 H

L-

.dw gS ep tem be r 1 1, 4:4

0:4 6 P

ITE

D S

S D

O F

U O

N D

M A

N A

W B

C 102

HORIZONTAL CONTROL

ROUTE 8002

L51

C51

L52

C52

L53

C53

L54

C54

L55

C55

L56

C56

L57

C57

L58

C58

L59

C59

L60

C60

L61

C61

L62

C62

L63

STATION

72+28.77

72+79.94

72+85.41

74+30.09

74+35.03

75+48.95

75+61.65

77+33.60

77+40.20

77+90.85

77+96.01

78+50.58

78+56.65

79+39.27

79+45.73

79+86.29

79+89.80

81+69.38

81+76.27

82+63.19

82+70.47

83+23.80

83+38.91

83+64.08

83+76.28

DELTA

013° 07' 08"

011° 51' 02"

030° 27' 41"

015° 49' 58"

012° 21' 48"

014° 32' 10"

015° 29' 46"

008° 24' 46"

016° 32' 16"

017° 27' 06"

036° 14' 04"

029° 16' 19"

RADIUS

23.89

TANGENT

2.75

2.48

6.50

3.32

2.59

3.05

3.25

1.76

3.47

3.67

7.82

6.24

LENGTH

51.17

5.47

144.68

4.94

113.92

12.70

171.95

6.60

50.65

5.16

54.58

6.06

82.62

6.46

40.57

3.51

179.57

6.90

86.92

7.28

53.34

15.11

25.16

12.21

52.95

BEARING

N 29° 43' 48" W

N 16° 36' 39" W

N 28° 27' 41" W

N 02° 00' 00" E

N 13° 49' 58" W

N 01° 28' 10" W

N 13° 04' 01" E

N 02° 25' 46" W

N 10° 50' 32" W

N 05° 41' 45" E

N 23° 08' 51" E

N 13° 05' 14" W

N 42° 21' 33" W

START STATION

72+28.77

72+79.94

72+85.41

74+30.09

74+35.03

75+48.95

75+61.65

77+33.60

77+40.20

77+90.85

77+96.01

78+50.58

78+56.65

79+39.27

79+45.73

79+86.29

79+89.80

81+69.38

81+76.27

82+63.19

82+70.47

83+23.80

83+38.91

83+64.08

83+76.28

END STATION

72+79.94

72+85.41

74+30.09

74+35.03

75+48.95

75+61.65

77+33.60

77+40.20

77+90.85

77+96.01

78+50.58

78+56.65

79+39.27

79+45.73

79+86.29

79+89.80

81+69.38

81+76.27

82+63.19

82+70.47

83+23.80

83+38.91

83+64.08

83+76.28

84+29.23

POINT ID

C63

L64

C64

L65

C65

L66

C66

L67

C67

L68

C68

L69

C69

L70

C70

L71

C71

L72

C72

L73

C73

L74

C74

L75

C75

STATION

84+29.23

84+40.16

85+20.76

85+36.36

85+96.72

86+17.94

87+17.17

87+22.60

88+08.39

88+14.26

89+08.34

89+14.79

90+50.01

90+53.19

91+22.71

91+29.36

91+76.82

91+87.83

92+22.07

92+37.98

93+32.12

93+45.58

94+27.47

94+30.81

94+79.61

DELTA

026° 12' 44"

037° 24' 16"

050° 53' 27"

013° 00' 26"

014° 05' 11"

015° 29' 00"

007° 38' 09"

015° 57' 11"

026° 24' 47"

038° 08' 23"

032° 17' 41"

008° 01' 00"

008° 19' 45"

RADIUS

23.89

TANGENT

5.56

8.09

11.37

2.72

2.95

3.25

1.59

3.35

5.61

8.26

6.92

1.67

1.74

LENGTH

10.93

80.60

15.60

60.36

21.22

99.23

5.42

85.79

5.87

94.08

6.46

135.21

3.18

69.52

6.65

47.46

11.01

34.24

15.90

94.14

13.47

81.89

3.34

48.79

3.47

BEARING

N 68° 34' 17" W

N 31° 10' 01" W

N 19° 43' 26" E

N 32° 43' 52" E

N 18° 38' 41" E

N 03° 09' 41" E

N 04° 28' 28" W

N 20° 25' 39" W

N 05° 59' 08" E

N 44° 07' 31" E

N 11° 49' 50" E

N 03° 48' 50" E

START STATION

84+29.23

84+40.16

85+20.76

85+36.36

85+96.72

86+17.94

87+17.17

87+22.60

88+08.39

88+14.26

89+08.34

89+14.79

90+50.01

90+53.19

91+22.71

91+29.36

91+76.82

91+87.83

92+22.07

92+37.98

93+32.12

93+45.58

94+27.47

94+30.81

94+79.61

END STATION

84+40.16

85+20.76

85+36.36

85+96.72

86+17.94

87+17.17

87+22.60

88+08.39

88+14.26

89+08.34

89+14.79

90+50.01

90+53.19

91+22.71

91+29.36

91+76.82

91+87.83

92+22.07

92+37.98

93+32.12

93+45.58

94+27.47

94+30.81

94+79.61

94+83.08

POINT ID

L76

C76

L77

C77

L78

C78

L79

C79

L80

C80

L81

C81

L82

C82

L83

C83

L84

C84

L85

C85

L86

C86

L87

C87

L88

STATION

94+83.08

95+39.18

95+41.43

96+81.51

96+82.20

99+57.52

99+66.53

100+30.01

100+37.75

101+39.15

101+41.78

102+34.10

102+36.93

103+60.35

103+69.04

104+13.71

104+19.70

105+75.56

105+81.84

107+67.86

107+79.10

110+19.02

110+19.94

111+20.23

111+28.25

DELTA

005° 22' 51"

001° 39' 24"

021° 35' 38"

018° 33' 13"

006° 18' 00"

006° 46' 55"

020° 49' 25"

014° 22' 02"

015° 02' 44"

026° 57' 31"

002° 12' 09"

019° 14' 44"

RADIUS

23.89

TANGENT

1.12

0.35

4.56

3.90

1.31

1.42

4.39

3.01

3.16

5.73

0.46

4.05

LENGTH

56.11

2.24

140.08

0.69

275.32

9.00

63.49

7.74

101.40

2.63

92.32

2.83

123.42

8.68

44.67

5.99

155.87

6.27

186.02

11.24

239.92

0.92

100.29

8.03

71.86

BEARING

N 04° 30' 55" W

N 09° 53' 47" W

N 08° 14' 23" W

N 13° 21' 15" E

N 05° 11' 58" W

N 11° 29' 59" W

N 18° 16' 54" W

N 02° 32' 31" E

N 11° 49' 31" W

N 26° 52' 15" W

N 00° 05' 17" E

N 02° 06' 52" W

N 21° 21' 36" W

START STATION

94+83.08

95+39.18

95+41.43

96+81.51

96+82.20

99+57.52

99+66.53

100+30.01

100+37.75

101+39.15

101+41.78

102+34.10

102+36.93

103+60.35

103+69.04

104+13.71

104+19.70

105+75.56

105+81.84

107+67.86

107+79.10

110+19.02

110+19.94

111+20.23

111+28.25

END STATION

95+39.18

95+41.43

96+81.51

96+82.20

99+57.52

99+66.53

100+30.01

100+37.75

101+39.15

101+41.78

102+34.10

102+36.93

103+60.35

103+69.04

104+13.71

104+19.70

105+75.56

105+81.84

107+67.86

107+79.10

110+19.02

110+19.94

111+20.23

111+28.25

112+00.11

POINT ID

C88

L89

C89

L90

C90

L91

C91

L92

C92

L93

C93

L94

C94

L95

C95

L96

C96

L97

C97

L98

C98

L99

C99

L100

C100

STATION

112+00.11

112+11.33

113+00.42

113+02.73

113+73.89

113+76.67

114+80.37

114+83.60

115+51.83

115+61.03

116+30.02

116+33.38

117+04.19

117+07.52

118+02.83

118+23.00

119+20.52

119+34.63

120+67.76

120+68.74

120+90.33

120+92.63

121+28.18

121+28.99

121+92.77

DELTA

026° 54' 08"

005° 32' 31"

006° 39' 55"

007° 44' 20"

022° 03' 47"

008° 02' 57"

007° 59' 04"

048° 23' 11"

033° 50' 23"

002° 21' 19"

005° 31' 48"

001° 55' 54"

007° 33' 44"

RADIUS

23.89

TANGENT

5.71

1.16

1.39

1.62

4.66

1.68

1.67

10.73

7.27

0.49

1.15

0.40

1.58

LENGTH

11.22

89.09

2.31

71.15

2.78

103.71

3.23

68.23

9.20

69.00

3.36

70.81

3.33

95.31

20.18

97.52

14.11

133.12

0.98

21.59

2.31

35.55

0.81

63.78

3.15

BEARING

N 05° 32' 31" E

N 00° 00' 00" E

N 06° 39' 55" W

N 14° 24' 15" W

N 07° 39' 31" E

N 15° 42' 28" E

N 23° 41' 32" E

N 24° 41' 38" W

N 09° 08' 45" E

N 11° 30' 04" E

N 05° 58' 16" E

N 04° 02' 22" E

START STATION

112+00.11

112+11.33

113+00.42

113+02.73

113+73.89

113+76.67

114+80.37

114+83.60

115+51.83

115+61.03

116+30.02

116+33.38

117+04.19

117+07.52

118+02.83

118+23.00

119+20.52

119+34.63

120+67.76

120+68.74

120+90.33

120+92.63

121+28.18

121+28.99

121+92.77

END STATION

112+11.33

113+00.42

113+02.73

113+73.89

113+76.67

114+80.37

114+83.60

115+51.83

115+61.03

116+30.02

116+33.38

117+04.19

117+07.52

118+02.83

118+23.00

119+20.52

119+34.63

120+67.76

120+68.74

120+90.33

120+92.63

121+28.18

121+28.99

121+92.77

121+95.92

Pr oj ec t #

Ch ec ke d

Dr aw n By

Pr oj ec t S ta tu s Iss ue D at e

77 JH

/11

/20

Re v.

De sc rip tio n

Da te

Re vis io n

Iss ue

N D

T N A

N A

L M

O N

-W

, A Z

E\ B\

\5-fin al-ds gn \51

-d ra wi ng s\1 0-

Ci vil

\ca d\d wg \sh ee t\E str ell a\1 _P

2 H

L-

.dw gS ep tem be r 1 1, 4:4

0:5 8 P

ITE

D S

S D

O F

U O

N D

M A

N A

W B

C 103

L101

C101

L102

C102

L103

C103

L104

C104

L105

C105

L106

C106

L107

C107

L108

C108

L109

C109

L110

C110

L111

C111

L112

STATION

121+95.92

122+67.48

122+71.96

123+68.88

123+73.13

124+62.79

124+72.55

125+18.03

125+28.15

126+08.83

126+19.10

126+81.91

126+85.95

127+53.44

127+59.70

128+35.16

128+44.52

129+18.61

129+21.09

131+26.53

131+31.44

133+28.40

133+29.77

DELTA

010° 45' 08"

010° 11' 38"

023° 24' 11"

024° 16' 12"

024° 37' 16"

009° 40' 55"

015° 00' 00"

022° 26' 35"

005° 56' 42"

011° 46' 45"

003° 17' 00"

RADIUS

23.89

TANGENT

2.25

2.13

4.95

5.14

5.21

2.02

3.15

4.74

1.24

2.46

0.68

LENGTH

71.56

4.48

96.91

4.25

89.66

9.76

45.48

10.12

80.68

10.27

62.81

4.04

67.50

6.25

75.46

9.36

74.09

2.48

205.44

4.91

196.96

1.37

98.46

BEARING

N 03° 31' 22" W

N 07° 13' 46" E

N 17° 25' 24" E

N 05° 58' 47" W

N 18° 17' 25" E

N 06° 19' 51" W

N 03° 21' 05" E

N 11° 38' 55" W

N 10° 47' 40" E

N 16° 44' 22" E

N 04° 57' 37" E

N 08° 14' 37" E

START STATION

121+95.92

122+67.48

122+71.96

123+68.88

123+73.13

124+62.79

124+72.55

125+18.03

125+28.15

126+08.83

126+19.10

126+81.91

126+85.95

127+53.44

127+59.70

128+35.16

128+44.52

129+18.61

129+21.09

131+26.53

131+31.44

133+28.40

133+29.77

END STATION

122+67.48

122+71.96

123+68.88

123+73.13

124+62.79

124+72.55

125+18.03

125+28.15

126+08.83

126+19.10

126+81.91

126+85.95

127+53.44

127+59.70

128+35.16

128+44.52

129+18.61

129+21.09

131+26.53

131+31.44

133+28.40

133+29.77

134+28.23

Pr oj ec t #

Ch ec ke d

Dr aw n By

Pr oj ec t S ta tu s Iss ue D at e

77 JH

/11

/20

Re v.

De sc rip tio n

Da te

Re vis io n

Iss ue

N D

T N A

N A

L M

O N

-W

, A Z

E\ B\

\5-fin al-ds gn \51

-d ra wi ng s\1 0-

Ci vil

\ca d\d wg \sh ee t\E str ell a\1 _P

2 H

L-

.dw gS ep tem be r 1 1, 4:4

1:0 8 P

ITE

D S

S D

O F

U O

N D

M A

N A

W B

C 104

L271

C263

L270

C262

L269

C261

L268

C260

L267

C259

L266

C258

L265

C257

L264

C256

L263

C255

L262

C254

L261

C253

L260

C252

L259

STATION

400+00.00

400+44.67

400+51.96

400+88.00

401+02.28

402+06.68

402+22.19

402+68.03

402+85.59

403+29.39

403+41.04

404+27.81

404+51.14

404+87.16

405+05.25

405+51.59

405+69.98

406+71.26

406+79.61

407+42.79

407+57.49

408+16.40

408+32.53

409+20.16

409+37.18

DELTA

008° 05' 05"

015° 50' 17"

017° 11' 44"

019° 28' 24"

012° 54' 41"

025° 52' 11"

020° 03' 45"

020° 23' 15"

009° 15' 19"

016° 18' 07"

017° 52' 49"

018° 52' 37"

RADIUS

51.67

TANGENT

3.65

7.19

7.81

8.87

5.85

11.87

9.14

9.29

4.18

7.40

8.13

8.59

LENGTH

44.67

7.29

36.04

14.28

104.40

15.51

45.84

17.56

43.80

11.64

86.77

23.33

36.02

18.09

46.34

18.39

101.29

8.35

63.18

14.70

58.91

16.13

87.63

17.02

108.62

BEARING

S 85° 12' 21" E

N 86° 42' 34" E

S 77° 27' 09" E

S 60° 15' 25" E

S 79° 43' 49" E

S 66° 49' 08" E

S 40° 56' 57" E

S 61° 00' 42" E

S 81° 23' 57" E

S 72° 08' 37" E

S 88° 26' 45" E

S 70° 33' 56" E

S 51° 41' 19" E

START STATION

400+00.00

400+44.67

400+51.96

400+88.00

401+02.28

402+06.68

402+22.19

402+68.03

402+85.59

403+29.39

403+41.04

404+27.81

404+51.14

404+87.16

405+05.25

405+51.59

405+69.98

406+71.26

406+79.61

407+42.79

407+57.49

408+16.40

408+32.53

409+20.16

409+37.18

END STATION

400+44.67

400+51.96

400+88.00

401+02.28

402+06.68

402+22.19

402+68.03

402+85.59

403+29.39

403+41.04

404+27.81

404+51.14

404+87.16

405+05.25

405+51.59

405+69.98

406+71.26

406+79.61

407+42.79

407+57.49

408+16.40

408+32.53

409+20.16

409+37.18

410+45.80

POINT ID

C251

L258

C250

L257

C249

L256

C248

L255

C247

L254

C246

L253

C245

L252

C244

L251

C243

L250

C242

L249

C241

L248

C240

L247

C239

STATION

410+45.80

410+61.14

411+05.32

411+35.97

411+59.66

411+84.59

412+25.86

412+37.70

413+19.27

413+44.78

413+85.51

414+09.81

414+47.52

414+73.95

415+41.74

415+58.23

416+06.97

416+24.53

416+85.56

417+10.47

419+09.88

419+43.05

420+93.01

421+03.47

421+53.28

DELTA

017° 00' 25"

033° 59' 11"

022° 43' 17"

010° 47' 08"

023° 14' 29"

022° 08' 37"

024° 04' 46"

015° 01' 19"

015° 59' 53"

022° 41' 33"

030° 13' 45"

009° 31' 55"

008° 38' 25"

RADIUS

51.67

62.88

TANGENT

7.73

15.79

12.63

5.94

12.93

12.31

13.41

8.29

8.84

12.62

16.98

5.24

4.75

LENGTH

15.34

44.18

30.65

23.69

24.94

41.27

11.84

81.57

25.51

40.73

24.30

37.71

26.43

67.79

16.49

48.74

17.56

61.03

24.91

199.41

33.18

149.96

10.46

49.81

9.48

BEARING

S 68° 41' 43" E

N 77° 19' 06" E

S 79° 57' 37" E

N 89° 15' 15" E

S 67° 30' 16" E

S 89° 38' 53" E

S 65° 34' 07" E

S 80° 35' 26" E

S 64° 35' 34" E

S 87° 17' 07" E

S 57° 03' 22" E

S 47° 31' 27" E

START STATION

410+45.80

410+61.14

411+05.32

411+35.97

411+59.66

411+84.59

412+25.86

412+37.70

413+19.27

413+44.78

413+85.51

414+09.81

414+47.52

414+73.95

415+41.74

415+58.23

416+06.97

416+24.53

416+85.56

417+10.47

419+09.88

419+43.05

420+93.01

421+03.47

421+53.28

END STATION

410+61.14

411+05.32

411+35.97

411+59.66

411+84.59

412+25.86

412+37.70

413+19.27

413+44.78

413+85.51

414+09.81

414+47.52

414+73.95

415+41.74

415+58.23

416+06.97

416+24.53

416+85.56

417+10.47

419+09.88

419+43.05

420+93.01

421+03.47

421+53.28

421+62.76

POINT ID

L246

C238

L245

C237

L244

C236

L243

C235

L242

C234

L241

C233

L240

C232

L239

C231

L238

C230

L237

C229

L236

C228

L235

C227

L234

STATION

421+62.76

421+99.56

422+51.74

422+93.63

423+07.83

423+78.50

423+96.61

424+51.66

424+91.28

425+25.80

425+86.16

426+76.89

427+13.04

427+78.46

427+96.68

428+55.44

428+89.11

429+46.25

429+63.36

430+19.98

430+31.58

430+93.10

431+12.69

431+45.94

431+66.84

DELTA

047° 32' 39"

010° 46' 48"

013° 44' 49"

030° 04' 46"

045° 49' 01"

027° 26' 38"

013° 50' 05"

025° 33' 44"

012° 59' 20"

008° 48' 17"

014° 52' 19"

015° 51' 52"

RADIUS

62.88

75.47

TANGENT

27.70

7.12

9.10

20.28

31.89

18.43

9.16

17.12

8.59

5.81

9.85

10.52

LENGTH

36.80

52.18

41.89

14.20

70.67

18.11

55.05

39.62

34.53

60.35

90.73

36.15

65.42

18.22

58.75

33.67

57.14

17.11

56.62

11.60

61.52

19.59

33.25

20.90

46.18

BEARING

S 38° 53' 02" E

S 86° 25' 41" E

S 75° 38' 53" E

S 61° 54' 05" E

N 88° 01' 09" E

S 46° 09' 50" E

S 73° 36' 29" E

S 59° 46' 23" E

S 85° 20' 08" E

S 72° 20' 48" E

S 63° 32' 31" E

S 78° 24' 50" E

N 85° 43' 18" E

START STATION

421+62.76

421+99.56

422+51.74

422+93.63

423+07.83

423+78.50

423+96.61

424+51.66

424+91.28

425+25.80

425+86.16

426+76.89

427+13.04

427+78.46

427+96.68

428+55.44

428+89.11

429+46.25

429+63.36

430+19.98

430+31.58

430+93.10

431+12.69

431+45.94

431+66.84

END STATION

421+99.56

422+51.74

422+93.63

423+07.83

423+78.50

423+96.61

424+51.66

424+91.28

425+25.80

425+86.16

426+76.89

427+13.04

427+78.46

427+96.68

428+55.44

428+89.11

429+46.25

429+63.36

430+19.98

430+31.58

430+93.10

431+12.69

431+45.94

431+66.84

432+13.02

POINT ID

C226

L233

C225

L232

C224

L231

C223

L230

C222

L229

C221

L228

C220

L227

C219

L226

C218

L225

C217

L224

C216

L223

C215

L222

C214

STATION

432+13.02

432+52.13

433+91.73

434+05.22

435+73.40

435+81.72

436+65.22

436+73.69

437+29.69

437+57.03

438+22.49

438+33.11

439+07.02

439+28.53

440+61.41

441+12.26

441+98.35

442+15.47

442+43.05

442+78.26

444+17.96

444+30.67

444+99.36

445+05.67

445+78.45

DELTA

029° 41' 39"

010° 14' 54"

006° 18' 40"

006° 25' 49"

020° 45' 20"

008° 03' 55"

016° 19' 49"

038° 36' 08"

013° 00' 02"

026° 43' 52"

009° 39' 22"

004° 47' 18"

008° 39' 07"

RADIUS

75.47

TANGENT

20.01

6.77

4.16

4.24

13.82

5.32

10.83

26.43

8.60

17.93

6.37

3.16

5.71

LENGTH

39.11

139.59

13.50

168.18

8.31

83.51

8.47

56.00

27.34

65.45

10.62

73.91

21.51

132.88

50.85

86.09

17.12

27.57

35.21

139.70

12.72

68.69

6.31

72.77

11.40

BEARING

S 64° 35' 04" E

S 74° 49' 57" E

S 68° 31' 17" E

S 74° 57' 07" E

N 84° 17' 33" E

S 87° 38' 32" E

N 76° 01' 39" E

S 65° 22' 13" E

S 52° 22' 11" E

S 79° 06' 03" E

S 88° 45' 25" E

N 86° 27' 17" E

START STATION

432+13.02

432+52.13

433+91.73

434+05.22

435+73.40

435+81.72

436+65.22

436+73.69

437+29.69

437+57.03

438+22.49

438+33.11

439+07.02

439+28.53

440+61.41

441+12.26

441+98.35

442+15.47

442+43.05

442+78.26

444+17.96

444+30.67

444+99.36

445+05.67

445+78.45

END STATION

432+52.13

433+91.73

434+05.22

435+73.40

435+81.72

436+65.22

436+73.69

437+29.69

437+57.03

438+22.49

438+33.11

439+07.02

439+28.53

440+61.41

441+12.26

441+98.35

442+15.47

442+43.05

442+78.26

444+17.96

444+30.67

444+99.36

445+05.67

445+78.45

445+89.84

C 105

HORIZONTAL CONTROL

ROUTE 8002C

Pr oj ec t #

Ch ec ke d

Dr aw n By

Pr oj ec t S ta tu s Iss ue D at e

77 JH

/11

/20

Re v.

De sc rip tio n

Da te

Re vis io n

Iss ue

N D

T N A

N A

L M

O N

-W

, A Z

E\ B\

\5-fin al-ds gn \51

-d ra wi ng s\1 0-

Ci vil

\ca d\d wg \sh ee t\E str ell a\1 _P

5 H

L-

.dw gS ep tem be r 1 1, 4:4

1:2 9 P

ITE

D S

S D

O F

U O

N D

M A

N A

W B

L221

C213

L220

C212

L219

C211

L218

C210

L217

C209

L216

C208

L215

C207

L214

C206

L213

C205

L212

C204

L211

C203

L210

C202

L209

STATION

445+89.84

446+54.11

446+67.27

447+52.09

447+61.31

448+60.56

448+67.93

450+16.18

450+22.29

450+82.65

450+87.14

451+77.19

451+84.13

452+54.18

452+85.15

453+51.51

453+66.61

454+52.22

454+65.15

455+42.56

455+49.60

456+31.06

456+39.93

457+00.43

457+16.02

DELTA

009° 59' 19"

006° 59' 58"

005° 35' 57"

004° 38' 24"

003° 24' 26"

005° 16' 28"

023° 30' 46"

011° 27' 57"

009° 48' 57"

005° 20' 26"

006° 43' 53"

011° 50' 16"

RADIUS

75.47

TANGENT

6.60

4.62

3.69

3.06

2.24

3.48

15.71

7.58

6.48

3.52

4.44

7.82

LENGTH

64.27

13.16

84.82

9.22

99.25

7.38

148.24

6.11

60.36

4.49

90.05

6.95

70.05

30.97

66.36

15.10

85.61

12.93

77.41

7.03

81.46

8.87

60.50

15.59

142.32

BEARING

N 77° 48' 10" E

N 87° 47' 28" E

N 80° 47' 30" E

N 86° 23' 27" E

N 81° 45' 03" E

N 85° 09' 29" E

S 89° 34' 03" E

S 66° 03' 17" E

S 77° 31' 15" E

S 87° 20' 12" E

S 81° 59' 47" E

S 75° 15' 54" E

S 63° 25' 38" E

START STATION

445+89.84

446+54.11

446+67.27

447+52.09

447+61.31

448+60.56

448+67.93

450+16.18

450+22.29

450+82.65

450+87.14

451+77.19

451+84.13

452+54.18

452+85.15

453+51.51

453+66.61

454+52.22

454+65.15

455+42.56

455+49.60

456+31.06

456+39.93

457+00.43

457+16.02

END STATION

446+54.11

446+67.27

447+52.09

447+61.31

448+60.56

448+67.93

450+16.18

450+22.29

450+82.65

450+87.14

451+77.19

451+84.13

452+54.18

452+85.15

453+51.51

453+66.61

454+52.22

454+65.15

455+42.56

455+49.60

456+31.06

456+39.93

457+00.43

457+16.02

458+58.34

POINT ID

C201

L208

C200

L207

C270

L206

C269

L205

C268

L204

C267

L203

C266

L202

C265

L201

C264

L200

STATION

458+58.34

458+78.92

460+50.63

460+67.62

462+83.99

462+95.40

463+48.90

463+90.79

465+02.88

465+47.08

465+81.21

466+02.59

466+61.13

466+92.75

467+36.18

467+71.47

467+98.14

468+56.96

DELTA

015° 37' 27"

012° 53' 55"

008° 39' 46"

031° 47' 52"

033° 33' 27"

010° 31' 51"

015° 34' 35"

017° 22' 58"

017° 14' 41"

RADIUS

75.47

116.32

195.44

TANGENT

10.35

8.53

5.72

21.50

22.76

10.72

15.91

17.78

29.64

LENGTH

20.58

171.71

16.99

216.37

11.41

53.50

41.88

112.09

44.20

34.13

21.38

58.54

31.62

43.43

35.29

26.67

58.82

82.80

BEARING

S 47° 48' 11" E

S 60° 42' 06" E

S 69° 21' 52" E

S 37° 34' 00" E

S 71° 07' 28" E

S 60° 35' 37" E

S 45° 01' 01" E

S 62° 23' 59" E

S 45° 09' 18" E

START STATION

458+58.34

458+78.92

460+50.63

460+67.62

462+83.99

462+95.40

463+48.90

463+90.79

465+02.88

465+47.08

465+81.21

466+02.59

466+61.13

466+92.75

467+36.18

467+71.47

467+98.14

468+56.96

END STATION

458+78.92

460+50.63

460+67.62

462+83.99

462+95.40

463+48.90

463+90.79

465+02.88

465+47.08

465+81.21

466+02.59

466+61.13

466+92.75

467+36.18

467+71.47

467+98.14

468+56.96

469+39.76

Pr oj ec t #

Ch ec ke d

Dr aw n By

Pr oj ec t S ta tu s Iss ue D at e

77 JH

/11

/20

Re v.

De sc rip tio n

Da te

Re vis io n

Iss ue

N D

T N A

N A

L M

O N

-W

, A Z

E\ B\

\5-fin al-ds gn \51

-d ra wi ng s\1 0-

Ci vil

\ca d\d wg \sh ee t\E str ell a\1 _P

5 H

L-

.dw gS ep tem be r 1 1, 4:4

1:3 4 P

ITE

D S

S D

O F

U O

N D

M A

N A

W B

C 106

ROUTE 8002C

FIRE-RING (TYP.)

CONCRETE PICNIC TABLE (TYP.)

PRIMITIVE CAMPSITE PREPARED IN

ACCORDANCE WITH INDIVIDUAL

CAMPSITE GENERAL DIMENSIONS

TYP. OF 5

NATIVE BOULDERS (TYP.)

15.0'

GRADED AND MAINTAINED ROADWAY SURFACE

(REFER TO SHEET C 301 FOR TYPICAL SECTION)

feetscale

50 10050

C 200

SITE DETAIL - ROUTE 8002C

PRIMITIVE CAMPSITES

Pr oj ec t #

Ch ec ke d

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Pr oj ec t S ta tu s Iss ue D at e

77 JH

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Re v.

De sc rip tio n

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Re vis io n

Iss ue

N D

T N

O N

A L

M O

-W

, A Z

E\ B\

\5-fin al-ds gn \51

-d ra wi ng s\1 0-

Ci vil

\ca d\d wg \sh ee t\E str ell a\1 _P

0 D

L S

-E

A-

dw g

Se pte mb er

, 2

0 -

:52 P

ITE

D S

S D

O F

U O

N D

M A

N A

W B

SITE TABULATIONS

· 5 - PRIMITIVE CAMPSITES

·· CONCRETE PICNIC TABLE

·· FIRE-RING

Pr oj ec t #

Ch ec ke d

Dr aw n By

Pr oj ec t S ta tu s Iss ue D at e

77 JH

/11

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Re v.

De sc rip tio n

Da te

Re vis io n

Iss ue

N D

T N

O N

A L

M O

-W

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E\ B\

\5-fin al-ds gn \51

-d ra wi ng s\1 0-

Ci vil

\ca d\d wg \sh ee t\E str ell a\1 _P

0 T

-E

dw g

Se pte mb er

, 2

0 -

:27 P

ITE

D S

S D

O F

U O

N D

M A

N A

W B

TYPICAL SECTIONS -

ROADWAYS

C 300

NOTE:

ROADWAY PROFILE TO MATCH EXISTING TO GREATEST EXTENT FEASIBLE.

TYPICAL RANGE 2% TO 5%, MAXIMUM GRADE TO BE 8%

1.5' 1.5'1.5'1.5'

6" MIN. (TYP.)

12' 12'

30'

3:1 TO

MATCH

3:1 TO

MATCH

TYPE 1 ROADWAY

NTS

SCARIFY 12" AND RE-COMPACT

NATIVE MATERIAL TO 95%

STANDARD PROCTOR

1.5' 1.5'

1.5'1.5'

6" MIN. (TYP.)

12' 16'*

SCARIFY 12" AND RE-COMPACT

NATIVE MATERIAL TO 95%

STANDARD PROCTOR

34'

3:1 TO

MATCH

3:1 TO

MATCH

TYPE 1 ROADWAY W/ PULLOUT

NTS

* - ALTERNATE @ 500' O.C.

PULLOUT LENGTH 40'

BASIS OF

ALIGNMENT

BLM ROUTE 8002: STA. 77+06.80 TO 134+17.74

BLM ROUTE 8002: STA. 1+00.00 TO STA. 77+06.80

1.5' 1.5'1.5'1.5'

6"6"

GRADED AND MAINTAINED

EXISTING WIDTH - 15' MAX.

3:1 TO

MATCH

3:1 TO

MATCH

TYPE 4 ROAD WAY

NTS

2% 2%

Pr oj ec t #

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Re vis io n

Iss ue

N D

T N

O N

A L

M O

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-d ra wi ng s\1 0-

Ci vil

\ca d\d wg \sh ee t\E str ell a\1 _P

0 T

-E

dw g

Se pte mb er

, 2

0 -

:33 P

ITE

D S

S D

O F

U O

N D

M A

N A

W B

TYPICAL SECTIONS -

ROADWAYS

C 301

NOTE:

ROADWAY PROFILE TO MATCH EXISTING TO GREATEST EXTENT FEASIBLE.

TYPICAL RANGE: 2% TO 5%, MAXIMUM GRADE TO BE 8%

ROUTE 8002C STA 400+00 TO 469+24.81

CONCRETE PICNIC TABLE

(REFER TO SHEET C 500)

30'

MAX

3' DIA STEEL FIRE-RING

(REFER TO SHEET C 500)

MAX

10'

20'

2% MAX

30' MIN

INDIVIDUAL CAMPSITE (TYP.)

NTS

PARKING AREA

ACCOMMODATES A SINGLE

PASSENGER VEHICLE

EDGE OF ACCESS ROAD

Pr oj ec t #

Ch ec ke d

Dr aw n By

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77 JH

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Re v.

De sc rip tio n

Da te

Re vis io n

Iss ue

N D

T N A

N A

L M

O N

-W

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E\ B\

\5-fin al-ds gn \51

-d ra wi ng s\1 0-

Ci vil

\ca d\d wg \sh ee t\E str ell a\1 _P

0 T

-E

dw g

Se pte mb er

, 2

0 -

:38 P

ITE

D S

S D

O F

U O

N D

M A

N A

W B

TYPICAL SECTIONS -

CAMPSITES

C 302

10' 10'

10% MAX

TYPICAL PROFILE VIEW OF LOW WATER CROSSING

NTS

8" THICK

REINFORCED

CONCRETE

ROADWAY

VARIES

3" CLR.

2" CLR.

#4 @ 18" O.C. LONGITUDINAL

#4 @ 24" O.C. TRANSVERSE

WIDTH PER ROAD SECTION

3' 3'

8" THICK REINFORCED

CONCRETE

TYPICAL SECTION LOW-WATER CROSSING

NTS

STREAM CHANNEL

2% MIN

4% MAX

DIRECTION

OF FLOW

36"

18" SPLICE

45° CHAMFER

WIDTH PER ROAD SECTION

8" THICK REINFORCED CONCRETE

TYPICAL SECTION VENTED LOW-WATER CROSSING

NTS

STREAM CHANNEL

CONCRETE HEADWALL, TYP.

15" MIN CULVERT

18" SPLICE

36"

ROADWAY

8" REINFORCED CONCRETE

NATURAL STREAM CHANNEL

15" MIN. CULVERTS SIZED TO

PASS LOW FLOW CONDITIONS

TYPICAL PROFILE VIEW OF

VENTED LOW WATER CROSSING

NTS

6" MIN.

#4 @ 18" O.C. LONGITUDINAL

#4 @ 24" O.C. TRANSVERSE

3" CLR.

C 303

TYPICAL SECTIONS -

LOW-WATER CROSSINGS

*USE AT LOCATIONS WHERE NORMAL DEPTH OF FLOW IS

ANTICIPATED TO BE NO GREATER THAN 18-INCHES

*USE AT LOCATIONS WHERE NORMAL DEPTH OF FLOW IS

ANTICIPATED TO BE GREATER THAN 18-INCHES

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C 400

SIGNAGE PLAN

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T feetscale

600 1200600

LEGEND

IDENTIFICATION SIGN (#1 C401)

INFORMATIONAL SIGN (#2 C401)

INTERPRETIVE SIGN (#3 C401)

ROADWAY GUIDE SIGN (#4 C401)

TRAIL GUIDE SIGN (#5 C401)

TRAIL MARKER (#6 401)

R O

U T

C 401

SIGN CONCEPT DESIGNS

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T(Install only, sign shall be provided by the Government)(Install only, sign shall be provided by the Government)

(Install only, sign shall be provided by the Government)

AutoCAD SHX Text

(INSTALL ONLY, SIGN SHALL BE PROVIDED BY GOVERNMENT)

AutoCAD SHX Text

(INSTALL ONLY, SIGN SHALL BE PROVIDED BY GOVERNMENT)

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AMENITY ILLUSTRATIONS AND

DETAILS

PICNIC TABLES

CONCRETE TABLE

BLM SIGNAGE PALETTE

INFORMATIONAL SIGNAGE IDENTIFICATION SIGNAGE TRAIL GUIDE

INTERPRETIVE SIGNAGE VEHICLE GUIDE SIGN

CAMPFIRE RING

1'-8"

8'-0"

I N

8"Ø TREATED TIMBER POST

CONCRETE

2"Ø STEEL TUBING

TAN POWDER COATING

CONCRETE

LEVEL WITH FINISHED GRADE

A: 24" FOR SIGNS <6'

36" FOR SIGNS >8'

B: 18" FOR POSTS < 6" Ø

24" FOR POSTS > 8" Ø

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PIPE RAIL FENCE DETAIL

N.T.S.

SIGN POST FOUNDATION DETAIL

N.T.S.

FOR: IDENTIFICATION SIGN

INFORMATION SIGN

INTERPRETIVE SIGN

C 501

DETAILS

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DETAILS

Sheets and Views

G 000 TITLE SHEET

G 001 GENERAL NOTES

C 100 OVERALL ILLUSTRATIVE SITE PLAN

C 101 PHASE ONE SITE PLAN

C 102 HORIZONTAL CONTROL ROUTE 8002

C 103 HORIZONTAL CONTROL ROUTE 8002

C 104 HORIZONTAL CONTROL ROUTE 8002

C 105 HORIZONTAL CONTROL ROUTE 8002C

C 106 HORIZONTAL CONTROL ROUTE 8002C

C 200 SITE DETAIL - ROUTE 8002C PRIMITIVE CAMPSITES

C 300 TYPICAL SECTIONS - ROADWAYS

C 301 TYPICAL SECTIONS - ROADWAYS

C 302 TYPICAL SECTIONS - CAMPSITES

C 303 TYPICAL SECTIONS - LOW-WATER CROSSINGS

C 400 SIGNAGE PLAN

C 401 SIGN CONCEPT DESIGNS

C 500 AMENITY ILLUSTRATIONS AND DETAILS

C 501 DETAILS

C 502 DETAILS

File details come from the government source that posted it. Updated Aug 26, 2021.