Preliminary Plans 2 of 3__ID PFA CRMO 10(2) Loop Road Phase 2.pdf

PDF 3 MB Posted Sep 29, 2009

Attached to: ID PRA CRMO 10(2), LOOP ROAD, PHASE 2
Solicitation number: DTFH70-09-B-00018
Issued by: Department of Transportation Federal Highway Administration

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Preliminary Plans - 2 of 3

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Other files

File	Type	Posted
Amendment A002_ID PRA CRMO 19(2) Loop Road.pdf	PDF	Apr 9, 2010
A001_LOOP_Rd.pdf	PDF	Apr 2, 2010
PlanRequestForm_LoopRd.pdf	PDF	Mar 15, 2010
IFP_SOL_LOOPRD.PDF	PDF	Mar 15, 2010
http //www.wfl.fhwa.dot.gov/contracting/construction/plans/loop-road-phase2/	—	Mar 15, 2010
Physical Data Request Form_LoopRd.pdf	PDF	Mar 15, 2010
Preliminary Plans 3 of 3__ID PFA CRMO 10(2) Loop Road Phase 2.pdf	PDF	Sep 29, 2009
Preliminary Plans 1 of 3__ID PFA CRMO 10(2) Loop Road Phase 2.pdf	PDF	Sep 29, 2009
Project Description_Loop.pdf	PDF	Sep 29, 2009
Call for HUBZone_Loop.pdf	PDF	Sep 29, 2009
Preliminary Plans Letter_Loop.pdf	PDF	Sep 29, 2009

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E.4

STATE PROJECT

5740.11

5733.96

5734.16

5733.77

5733.95

5735.10

5733.35

5734.73

5734.18

5733.78

5734.22

5735.08

5734.36

5734.22

5736.43

5739.99

5740.66

5733.87

5734.26

5734.33

5734.22

5733.57

5734.02

5734.13

1,763,171.33

1,763,260.39

1,763,331.17

1,763,377.87

1,763,424.52

1,763,454.25

1,763,476.64

1,763,576.61

1,763,576.96

1,763,580.17

1,763,553.02

1,763,426.11

1,763,406.73

1,763,393.64

1,763,233.33

1,763,160.22

1,763,131.30

1,763,403.86

1,763,453.38

1,763,476.39

1,763,490.87

1,763,481.65

1,763,410.45

1,763,394.87

651,053.82

651,041.51

651,077.11

651,086.31

651,082.98

651.080.36

651,099.36

651,057.46

651,027.07

650,999.99

650,933.81

650,931.10

650,932.65

650,957.28

650,989.96

651,031.31

651,060.74

651,031.75

651,054.36

651,059.35

651,059.58

650.960.60

650,975.12

651,090.11

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

P24

All

1,551

1,417

2,681

47.3

1.9

LPSM

cuyd each lnft ton sqyd ton ton ton lnft lnft lnft lnft sqyd sqyd each

1,763,312.30

1,763,275.84

1,763,357.31

1,763,356.00

1,763,343.68

1,763,491.67

1,763,416.45

1,763,296.30

651,012.30

651,012.89

651,001.58

650,991.66

650,994.78

651,009.52

651,004.44

651,029.44

25 0 25 50 75

Scale in feet

CONTROL POINTS

EASTING ELEVATIONNORTHINGNAME

5741.51

5734.35

1763174.6330

1763590.8820

651066.5290

651003.7730

92502

92503

(See Sheet L.1, L.2, and J.3 for details.)

-1 .0

%-0.75% 1.00%T o L oop road

-1 .0

-1.00% 0.50%

-0 .7

-0 .2

0.50% -0.25%

Existing trail exit

P17

P16

P24 P5

P10

P11

Install 18 inch pipe culvert P12

P13

P14

P18

P19

P20

P21

P22

P23

Island #1

End reconstruction Devil’s

Orchard road, begin construction of parking area

Island #3

Construct catch basin

Existing trail

Limit of paved waterway

Construct top of island curb flush with finish grade (Island #2)

See Sheet C.3, and L.2, Detail A

For information only: 1.1 acres.

Quantity shows only expanded parking area.

Includes 145 cu yds of topsoil and 20 cu yds of shoulder material.

For information only: 80 cu yds of bed course.

Limit of paved waterway

LEGEND:

COORDINATE TABLE

NORTHING EASTINGR#

QUANTITIES

DESCRIPTIONITEM UNIT QUANTITY

COORDINATE TABLE

NORTHING EASTING

GROUND.

ELEV.

DEVIL’S ORCHARD

PARKING AREA

(NEW CONSTRUCTION)

SHEET

NUMBER

PRA CRMO 10(2)

E P

I P

W P

:d m s

C h e c k e d b y

D e s ig n e d b y

Construct sidewalk tie in to existing path (Adjust as required & ensure 5 min behind accessibility ramp)

30’ R

50’ R

20102-0000

20401-0000

20465-0000

20430-1000

30802-1000

31001-1000

40101-1000

41101-1000

41201-0000

60802-0500

60901-1300

60901-0400

60902-0400

61501-0100

62405-0100

64620-0600

Dimensions not labeled are in feet.

Construct curb, asphalt, from 22+00 to point P2, LT. & from 22+00 to point P15 RT.

Construct curb and gutter, concrete, from point P15 to point P2.

Place boulders from new excavation, within island #3 as directed by the CO.

Construct slopes as shown in the staking report.

(See FAR 52.236-4)Install curb, concrete, 6-inch depth

Install sidewalk, concrete

Install curb and gutter, concrete

Construct accessibility ramp

Construct paved waterway

Reinstall trash recepticle & conc. pad

Curb, concrete, 15 inch depth

Clearing and grubbing

Roadway excavation

Conserve and place boulders

Shoulder, excavation and placement

Roadway aggregate, method 1, 4" compacted depth

Recycled aggregate base, 4" depth

Superpave pavement, 3/4-inch nominal maximum size aggregate, 0.3 to < 3 million ESAL

Prime coat grade CMS-2

Tack coat, CSS-1

Paved waterway, type 5

Curb, concrete, 15-inch depth

Curb, concrete, 6-inch depth

Curb and gutter, concrete, 6" depth

Sidewalk, concrete

Placing conserved topsoil, 2-inch depth

Remove and reset trash receptacle

P15

Suspend A

Begin C

End C

Resume A

PRELIMINARY

PMIS Pkg. No.: 4252 NPS Drwg. No.: 138/41903

92503

92502

P T

P C

P T

P C

P T

7P O

P C

P T

P C

PT 27+97.42PC 28+16.09

R 4’

R6’

23’

R30’

R .5

R 50’

30’

NOTE:

FOOTNOTE:

F.1

N Removal of curb and gutter, concrete

Removal of accessibility ramp, asphalt, is incidental to

Item 20302-1700, removal of sidewalk, asphalt.

INFERNO CONE PARKING AREA

(DEMOLITION)

Loop Road

143+00 (Approx.)

Sawcutting pavement, follow edge of Loop Road

Removal of curb, asphalt

Removal of pipe culvert

Removal of catch basin

Removal of curb and gutter, concrete

Removal of sidewalk, asphalt

Do not disturb existing platform

Remove existing accessibility ramp, asphalt

Removal of curb, asphalt

Loop Road

145+60 (Approx.)

Sawcutting pavement, follow edge of Loop Road

DEMOLITION AND REMOVAL

ITEM DESCIPTION UNIT QUANTITY

20302-0300

20315-0000

Removal of curb and gutter, concrete

Sawcutting pavement lnft lnft

NOTE:

Maintain existing Loop Road width when establishing sawcutting pavement line.

FOOTNOTE:

Scale in feet

20 10 0 20 40 60 80

SHEET

E P

I P

W P

:d m e c k e d b y s ig n e d b y

PRELIMINARY

PMIS Pkg. No.: 4252 NPS Drwg. No.: 138/41903

G.2

647924.9640

647385.6050

647,620.541

647,518.423

647,453.490

647,449.360

647,445.000

647,379.680

647,371.780

647,390.670

647,391.310

647,385.874

647,407.282

647,438.533

647,473.349

647,518.908

647,724.245

647,570.306

647,531.889

647,530.463

647,539.897

647,541.085

647,491.003

647,469.223

647,472.594

647,505.805

647,587.997

647,423.630

647,419.810

647,444.410

1,758,600.026

1,758,620.949

1,758,629.140

1,758,635.420

1,758,622.710

1,758,510.140

1,758,511.460

1,758,495.610

1,758,489.840

1,758,446.748

1,758,421.750

1,758,418.140

1,758,419.121

1,758,435.967

1,758,602.077

1,758,589.049

1,758,572.556

1,758,557.362

1,758,558.485

1,758,548.551

1,758,462.227

1,758,459.722

1,758,439.941

1,758,452.164

1,758,518.654

1,758,478.120

1,758,453.050

1,758,461.630

6007.07

6015.85

6018.39

6016.73

6019.80

6023.11

6022.70

6022.44

6023.13

6024.66

6024.89

6033.17

6024.74

6021.81

6001.53

6011.80

6016.79

6018.96

6018.07

6018.19

6023.43

6022.78

6023.55

6021.49

6012.77

6023.28

6023.72

6023.26

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

P24

P25

P26

P27

P28

P29

P30

P31

P32

P33

P34

P35

P36

P37

P38

P39

P40

P41

P42

P43

P44

P45

P46

P47

P48

647,440.22

647,447.71

647,478.04

647,515.70

647,514.21

647,526.46

647,464.72

647,463.54

647,708.31

647,382.53

647,372.51

647,380.38

647,373.71

647,382.19

647,359.29

647,367.98

647,373.64

647,378.96

647,397.09

647,407.49

1,758,482.17

1,758,467.31

1,758,592.33

1,758,600.24

1,758,600.54

1,758,563.19

1,758,456.77

1,758,454.74

1,758,619.07

1,758,457.16

1,758,451.51

1,758,453.63

1,758,445.65

1,758,448.41

1,758,360.66

1,758,372.00

1,758,380.68

1,758,389.12

1,758,408.92

1,758,416.82

6022.30

6022.61

6019.82

6016.60

6016.70

6018.21

6022.99

6023.08

6001.31

6024.36

6023.36

6024.34

6023.28

6024.48

6022.28

6022.76

6023.64

6024.18

6024.89

6024.98

P49

P50

P51

P52

P53

P54

P55

P56

P57

P58

P59

P60

P61

P62

P63

647,423.71

647,943.24

647,014.63

647,948.85

647,920.93

647,974.13

647,861.65

647,882.24

647,932.74

647,987.70

647,878.25

647,860.76

647,834.40

647,806.58

647,806.34

1,758,419.91

1,758,849.64

1,758,751.27

1,758,803.15

1,758,761.26

1,758,766.75

1,758,710.42

1,758,724.21

1,758,742.43

1,758,747.42

1,758,751.27

1,758,739.61

1,758,720.78

1,758,698.82

1,758,666.87

R10

647,648.8960

647,622.7080

647,628.9990

647,472.3130

647,423.2690

647,514.4860

647,481.6650

647,440.7900

647,509.9900

647,469.2700

1,758,573.0650

1,758,574.4310

1,758,559.5410

1,758,449.9370

1,758,467.0630

1,758,594.3660

1,758,587.5470

1,758,471.3300

1,758,597.3800

1,758,617.6900 s e e s h e e t

22+00.00

N 647,799.2860

E 1,758,676.8310

El 6,004.26

Construct paved waterway, type 5

23+06.00

Begin parking area

23+00.00

N 647,721.4230

E 1,758,614.0830

El 6,001.16

24+00.00

N 647,643.7210

E 1,758,551.1350

El 6,008.11 P25

P20

P19

S E

I N

E þ ÿ S

P63

P61 P T

P55

P60

P56

P59

P53

P57

P62 E 1,758,763.1150CP 92103 N 647,924.9640P

P54

P52

6021.42

6015.61

1758763.1150

1758551.3210

92102

92103

NAME NORTHING

CONTROL POINTS

EASTING ELEVATION

E 1,758,551.3210

N 647,385.6050

CP 92102P7

P38

P33

P32

P16

P34

P30

P29

P26

P27

P14

P39

P40

P41

P42

27+09.13

P45

P44

P43

P46

P47

P48

26+40.00

N 647,417.8740

E 1,758,448.6460

EL 6,024.00

25+40.00

N 647,495.5620

E 1,758,511.6150

El 6,020.79

P12

P13

P23

P10

P35

P36

P22

P24

P21

C E

G C

Loop Road

P C

PT 24+06.17

(Existing alignment)

24+69.47

(Existing alignment)

BASE LIN

P11

R10

P31

P58

LEGEND:

NOTE:

P49

P28

P18

P17

Protect existing planter

7 1 5’

52" W þ ÿ S

25+40.00

N 647,534.9380

E 1,758,463.0090

El 6,020.79

92102

Sawcutting pavement, follow edge of new

Loop road pavement, (typ)

5.65’ R

(E x is tin g a lig n m e n t)

Construct paved waterway, type 5

6025.06

6013.84

6019.14

6015.10

6014.86

6016.70

6010.60

6013.01

6015.62

6018.26

6013.11

6012.08

6009.03

6005.41

6004.54

COORDINATE TABLE

NORTHINGP# EASTING

GROUND.

ELEV.

P# NORTHING EASTING

GROUND.

ELEV.

NORTHINGP# EASTING

GROUND.

ELEV.

NORTHINGR# EASTING

COORDINATE TABLE

SHEET

E P

I P

W P

:d m e c k e d b y s ig n e d b y

SPATTER CONE PARKING

AREA & ROAD

(NEW CONSTRUCTION)

Dimensions not labeled are in Feet.

See sheet J.3, L.1, and L.2 for details.

Construct curb, asphalt, between points, P50 and P2, P14 and P51

Construct curb and gutter, concrete, between points, P2 and

P14, and contiuously around perimeter of all Parking area islands.

Protect existing vegetaton in the existing island near the

Loop Road / Spatter Cone Road junction.

Existing alignment and grade from 20+00.00 to 22+00.00 constitutes initial field control for layout of road work.

Conduct construction survey and staking as per section 152.

Construct from 22+00.00 to 27+09.13 with initial control as described in the Finish Elevation Table, sheet G.3.

Scale in feet

25 0 25 50 75

P15 Begin C

Resume A

P37 End C

Install curb, concrete

Install sidewalk, concrete

Install curb and gutter, concrete

Construct accessibility ramp

Construct catch basin

Install 18" pipe culvert with 1 end section

Reinstall trash receptacle and conc. pad

Existing parking area and access road.

Direction of surface water runoff

P51 Begin A

P50 End A

PRELIMINARY

PMIS Pkg. No.: 4252 NPS Drwg. No.: 138/41903

R3’

R 3’

R 6’

R8’ R

20’

5’

R5.65’

R6’

20.35’

R 4’

R .4

R .5

7.5’

146.45’

7.5

35.35’

E þÿ� S� �

3�9

�0 �0

Suspend

H.1

300+00

Tree Molds

Road

Do not disturb existing waterway

Sawcutting pavement along edge of Loop Road

Do not disturb existing waterway

Begin removal of curb, asphalt, right

Begin removal of curb, asphalt, left

Removal of paved waterway, asphalt

Removal of sidewalk, asphalt

TREE MOLDS ROAD

(DEMOLITION)

SHEET

E P

I P

W P

:d m e c k e d b y s ig n e d b y

PRELIMINARY

PMIS Pkg. No.: 4252 NPS Drwg. No. 138/41903

H.2

SHEET

PRA-CRMO 10(2)

E P

I P

W P

:d m e c k e d b y s ig n e d b y

TREE MOLDS ROAD

(DEMOLITION)

Removal of paved waterway, asphalt

See BIG SINK PARKING AREA sheet H.8

Removal of paved waterway, asphalt

Do not disturb existing catch basin and pipe culvert

Removal of paved waterway, asphalt

PRELIMINARY

PMIS Pkg. No.: 4252 NPS Drwg. No. 138/41903

H.3

N N

End removal of curb, asphalt, left

Removal of paved waterway, asphalt

TREE MOLDS ROAD

(DEMOLITION)

SHEET

PRA-CRMO 10(2)

E P

I P

W P

:d m e c k e d b y s ig n e d b y

Do not disturb existing catch basin and pipe culvert

Removal of paved waterway, asphalt

360+60.44

Tree Molds Road =

100+00

Tree Molds Parking Area

End removal of curb, asphalt, right, Tree Molds Road

PRELIMINARY

PMIS Pkg. No.: 4252 NPS Drwg. No. 138/41903

File details come from the government source that posted it. Updated Nov 14, 2017.