DEPARTMENT OF TRANSPORTATION

AND COMMUNICATIONS

SCHEMA Konsult Inc.Joint Venture with

PERTCONSULT International

DCCD Engineering Corporation

Philipp's Technical Consultants Corp.

Project Manager Project Manager, DOTC-PMO

0

30

2.5

0

30

2.5

0

30

2.5

0

30

2.5

0

30

2.5

0

30

2.5

0

30

2.5

0

30

2.5

0

30

2.5

0

30

2.5

Curve Table: Alignments

PI-NO.

P11

P12

P13

P14

P15

P16

P17

P18

P19

P110

STATION

0+073.00

0+175.38

0+489.02

0+603.93

0+809.74

2+945.91

3+055.37

3+210.51

3+319.94

4+247.69

NORTHINGS

1449337.4760

1449440.6432

1449654.6629

1449764.7265

1449857.6550

1451311.3590

1451307.2843

1451192.9556

1451082.7438

1450450.8194

EASTING

572218.2193

572222.0323

572452.4793

572486.3744

572671.0524

574236.3370

574346.5860

574452.7288

574448.6554

573768.2269

I

45°00'00"

45°00'00"

30°00'00"

46°10'20"

16°10'20"

45°00'00"

45°00'35"

44°59'25"

45°00'00"

90°00'00"

R

20

20

20

20

22

20

20

20

20

20

T

8.285

8.284

5.359

8.525

3.060

8.284

8.312

8.248

8.284

20.000

Lc

15.709

15.708

10.472

16.117

6.080

15.708

15.760

15.639

15.708

31.416

E

1.523

1.522

0.681

1.602

0.214

1.522

1.528

1.515

1.522

5.858

PC

0+064.715

0+167.093

0+483.657

0+595.410

0+806.682

2+937.623

3+047.058

3+202.263

3+311.657

4+227.688

PT

0+080.424

0+182.801

0+494.129

0+611.527

0+812.762

2+953.331

3+062.819

3+217.902

3+327.365

4+259.104

V(kph)

e%

W(m)

Line Table: Alignments

Line #

L7

L8

L9

L10

L11

L12

L13

L14

L15

L16

L17

Length

64.71

86.67

300.86

101.28

195.16

2124.86

93.73

139.44

93.76

900.32

147.19

Direction

N42° 53' 00.00"W

N2° 07' 00.00"E

N47° 07' 00.00"E

N17° 07' 00.00"E

N63° 17' 19.77"E

N47° 07' 00.00"E

S87° 53' 00.00"E

S42° 52' 25.15"E

S2° 07' 00.00"W

S47° 07' 00.00"W

S42° 53' 00.00"E

Start Point

(572267.90,1449283.99

(572218.53,1449345.76

(572228.10,1449446.28

(572454.06,1449659.78

(572493.99,1449768.56

(572673.29,1449859.74

(574244.62,1451311.05

(574352.24,1451301.19

(574452.42,1451184.71

(574442.59,1451077.11

(573781.84,1450436.16

End Point

(572223.86,1449331.41)

(572221.73,1449432.36)

(572448.55,1449651.02)

(572483.87,1449756.58)

(572668.32,1449856.28)

(574230.27,1451305.72)

(574338.28,1451307.59)

(574447.12,1451199.00)

(574448.96,1451091.02)

(573782.88,1450464.43)

(573882.00,1450328.31)

SCALE 1:6000 MTS

END : STA.4+406.30

BEG. : STA.0+000

1

CAPR1

DEPARTMENT OF TRANSPORTATION

AND COMMUNICATIONS

SCHEMA Konsult Inc.Joint Venture with

PERTCONSULT International

DCCD Engineering Corporation

Philipp's Technical Consultants Corp.

Project Manager Project Manager, DOTC-PMO

E L E

V

A

T

I O

N

60

65

70

75

80

85

90

95

100

105

110

115

120

STATION

FINISHED GRADE

ORIGINAL GROUND

HORIZONTAL CURVE

VERTICAL CURVE

0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600

91

.0

00

92

.0

54

93

.1

08

94

.1

63

95

.2

17

96

.0

72

96

.5

28

96

.5

86

96

.4

44

96

.0

61

95

.1

97

94

.2

43

94

.3

41

95

.3

90

95

.7

15

95

.1

69

95

.2

67

96

.3

17

97

.0

61

96

.7

75

95

.9

74

95

.2

20

94

.7

96

94

.7

04

94

.6

60

94

.6

16

94

.5

73

94

.5

29

94

.4

85

94

.4

41

94

.3

98

90

.6

6

91

.4

1

92

.7

4

93

.5

0

94

.3

5

94

.7

5

96

.0

9

96

.0

0

96

.0

0

95

.8

4

94

.7

3

93

.0

0

93

.0

0

94

.8

5

95

.1

8

94

.4

2

94

.8

1

96

.7

9

97

.0

0

97

.0

0

97

.0

0

95

.1

9

93

.9

6

93

.9

4

93

.9

2

93

.0

0

93

.0

1

93

.7

3

94

.0

0

94

.0

0

94

.0

0

L=64.71m

L=15.71m

R=20m

L=86.67m

L=15.71m

R=20m

L=300.86m

L=10.47m

R=20m

L=101.28m

L=16.12m

R=20m

T:80.00

g:5.27%

T:20.00

g:-0.71%

T:10.00

g:-5.52%

T:1.19

g:6.50%

T:1.65

g:-3.87%

T:7.16

g:6.30%

T:30.08

g:-4.01%

L:60.000

R:1003.27

L:40.000

R:831.09

L:40.00

R:332.72

L:40.000

R:385.74

L:40.00

R:393.42

L:40.000

R:388.22

L:40.00

R:1056.21

5.2

7%

-0.71%

-5.5

2%

6.50%

-3.8

7%

6.30%

-4.0

1%

GR

AD

E B

RE

AK

S

TA

=

0+

000.00

ELE

V =

91.000

PVI STA:0+230.00

PVI ELEV:93.54

Mo:0.601

LVC:40.00

K:3.33

BV

C:

ST

A:0+

210.00

ELE

V:94.645

EV

C:

ST

A:0+

250.00

ELE

V:94.841

PVI STA:0+312.84

PVI ELEV:94.61

Mo:0.508

LVC:40.00

K:3.93

BV

C:

ST

A:0+

292.84

ELE

V:95.381

EV

C:

ST

A:0+

332.84

ELE

V:95.866

PVI STA:0+430.08

PVI ELEV:94.77

Mo:0.189

LVC:40.00

K:10.56

BV

C:

ST

A:0+

410.08

ELE

V:95.570

EV

C:

ST

A:0+

450.08

ELE

V:94.726

PVI STA:0+110.00

PVI ELEV:96.80

Mo:0.449

LVC:60.00

K:10.03

BV

C:

ST

A:0+

080.00

ELE

V:95.217

EV

C:

ST

A:0+

140.00

ELE

V:96.586

PVI STA:0+180.00

PVI ELEV:96.30

Mo:0.241

LVC:40.00

K:8.31

BV

C:

ST

A:0+

160.00

ELE

V:96.444

EV

C:

ST

A:0+

200.00

ELE

V:95.197

PVI STA:0+271.19

PVI ELEV:96.22

Mo:0.518

LVC:40.00

K:3.86

BV

C:

ST

A:0+

251.19

ELE

V:94.918

EV

C:

ST

A:0+

291.19

ELE

V:95.444

PVI STA:0+360.00

PVI ELEV:97.58

Mo:0.515

LVC:40.00

K:3.88

BV

C:

ST

A:0+

340.00

ELE

V:96.317

EV

C:

ST

A:0+

380.00

ELE

V:96.775

60

65

70

75

80

85

90

95

100

105

110

115

120

0+600 0+620 0+640 0+660 0+680 0+700 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+180 1+200

94

.3

98

94

.3

54

94

.3

10

94

.2

66

94

.2

23

94

.1

79

94

.1

35

94

.0

91

94

.0

48

94

.0

04

93

.9

60

93

.7

80

93

.3

29

92

.7

42

92

.1

55

91

.6

46

91

.6

02

91

.8

97

91

.5

41

90

.4

81

89

.6

50

89

.4

85

89

.6

57

89

.8

28

90

.3

96

91

.7

54

93

.5

08

95

.2

63

96

.2

19

95

.5

81

94

.1

46

94

.00

94

.00

94

.00

93

.49

93

.99

93

.98

93

.99

93

.63

93

.67

93

.00

93

.02

93

.18

92

.46

91

.93

91

.52

91

.23

91

.26

91

.58

91

.42

90

.15

89

.0

1

89

.00

89

.02

89

.00

89

.15

90

.75

92

.56

94

.3

1

95

.0

1

94

.38

92

.43

L=16.12m

R=20m

L=195.16m

L=6.08m

R=22m

T:349.89

g:-0.22%

T:49.05

g:-2.93%

T:0.98

g:2.24%

T:10.10

g:-5.80%

T:39.90

g:0.86%

T:39.99

g:8.77%

L:40.000

R:1472.76

L:40.00

R:772.83

L:40.000

R:497.28

L:40.00

R:600.50

L:40.00

R:505.53

L:40.000

R:250.88

-0.22%

-2.9

3%

2.24%

-5.8

0%

0.86%

8

.7

7

%

PVI STA:0+909.02

PVI ELEV:91.30

Mo:0.259

LVC:40.00

K:7.73

BV

C:

ST

A:0+

889.02

ELE

V:91.890

EV

C:

ST

A:0+

929.02

ELE

V:91.751

PVI STA:1+000.10

PVI ELEV:89.31

Mo:0.333

LVC:40.00

K:6.01

BV

C:

ST

A:0+

980.10

ELE

V:90.475

EV

C:

ST

A:1+

020.10

ELE

V:89.486

PVI STA:1+080.00

PVI ELEV:90.00

Mo:0.396

LVC:40.00

K:5.06

BV

C:

ST

A:1+

060.00

ELE

V:89.828

EV

C:

ST

A:1+

100.00

ELE

V:91.754

PVI STA:0+819.97

PVI ELEV:93.92

Mo:0.136

LVC:40.00

K:14.73

BV

C:

ST

A:0+

799.97

ELE

V:93.960

EV

C:

ST

A:0+

839.97

ELE

V:93.330

PVI STA:0+950.00

PVI ELEV:92.22

Mo:0.402

LVC:40.00

K:4.97

BV

C:

ST

A:0+

930.00

ELE

V:91.773

EV

C:

ST

A:0+

970.00

ELE

V:91.061

PVI STA:1+159.99

PVI ELEV:97.02

Mo:0.797

LVC:40.00

K:2.51

BV

C:

ST

A:1+

139.99

ELE

V:95.262

EV

C:

ST

A:1+

179.99

ELE

V:95.581

60

65

70

75

80

85

90

95

100

105

110

115

120

2

CAPR1

E L E

V

A

T

I O

N

60

65

70

75

80

85

90

95

100

105

110

115

120

STATION

FINISHED GRADE

ORIGINAL GROUND

HORIZONTAL CURVE

VERTICAL CURVE

SCALE 1:1000 MTS