Dangerous_River_Project_Drawings_071517.pdf

CONTROL POINT TABLE

POINT #

CP1

CP2

CP3

CP4

CP5

CP6

CP7

CP8

RP1

RP2

RP3

RP4

RP5

RP6

ELEVATION

100.00

98.93

82.17

100.93

100.38

88.78

86.98

85.41

100.53

100.70

89.17

91.62

89.06

90.05

NORTHING

5000.00

5138.99

4883.82

4768.12

4917.71

5121.89

5093.68

5247.21

4961.23

4931.85

5145.28

5084.75

5101.08

5116.51

EASTING

10000.00

10032.08

9899.04

9955.04

9985.76

9911.29

9791.09

9903.50

9990.43

10007.09

9980.40

10072.64

9936.26

9894.18

DESCRIPTION

HUB & TACK IN ROAD SHOULDER

HUB & TACK IN ROAD SHOULDER

8" SPIKE BY EX. BOAT LAUNCH

MAGNAIL IN TIMBER BRIDGE DECK

HUB W/ MAGNAIL

HUB W/ MAGNAIL

HUB W/ MAGNAIL

8" SPIKE IN OPEN GROUND

TOP OF BOLT @ BASE OF DOWNSTREAM GUARDRAIL END TREATMENT

TOP OF BOLT @ BASE OF UPSTREAM GUARD RAIL END TREATMENT

MAGNAIL IN ROOT OF 24" SS

MAGNAIL IN ROOT OF 12" COTTONWOOD

MAGNAIL IN ROOT OF 14" SS

MAGNAIL IN ROOT OF 14" SS

CONSTRUCTION POINT TABLE

POINT #

ELEVATION

97.00

94.00

90.50

88.50

89.00

88.00

88.00

88.13

87.66

87.19

86.76

86.26

86.78

87.19

87.74

88.15

88.50

87.50

87.50

87.50

87.50

86.10

80.85

73.42

69.30

87.50

87.50

87.50

87.50

89.13

89.00

88.32

NORTHING

5205.17

5216.69

5225.91

5200.46

5223.01

5177.57

5152.51

5140.07

5106.46

5073.40

5039.29

5001.70

5006.43

5032.42

5075.45

5107.86

5136.21

5068.08

5074.82

5081.56

5088.30

4980.22

4932.54

4892.60

4866.55

5034.19

5047.65

5061.38

5074.53

5079.94

5071.26

5023.96

EASTING

10046.81

9998.16

9959.23

9899.19

9925.04

9887.30

9881.19

9854.68

9832.61

9810.90

9804.53

9834.29

9882.00

9901.40

9915.25

9914.31

9903.60

9860.93

9868.31

9875.70

9883.09

9884.30

9868.17

9854.65

9845.84

9925.36

9929.69

9934.11

9938.26

9937.84

9942.32

9927.26

DESCRIPTION

START OF DRIVEWAY

DRIVEWAY CL

DRIVEWAY CL

DRIVEWAY CL

DRIVEWAY CL

DRIVEWAY CL

DRIVEWAY-ROUNDABOUT INTERSECTION

ROUNDABOUT CL

ROUNDABOUT CL

ROUNDABOUT CL

ROUNDABOUT CL

ROUNDABOUT CL

ROUNDABOUT CL

ROUNDABOUT CL

ROUNDABOUT CL

ROUNDABOUT CL

ROUNDABOUT CL

CENTER PARKING LANE 1 CL

CENTER PARKING LANE 2 CL

CENTER PARKING LANE 3 CL

CENTER PARKING LANE 4 CL

START OF RAMP

RAMP CL

RAMP CL

RAMP CL AT WATERLINE

OUTSIDE PARKING LANE 1 CL

OUTSIDE PARKING LANE 2 CL

OUTSIDE PARKING LANE 3 CL

OUTSIDE PARKING LANE 4 CL

OUTSIDE PARKING FILL CORNER

OUTSIDE PARKING FILL CORNER

OUTSIDE PARKING FILL CORNER

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

DANGEROUS RIVER BOAT RAMP POINT TABLES AND LEGEND

YAKUTAT RANGER DISTRICT

DL, DS, RG 12/16

DL 12/16

BH, EO 2/17

DANG_RIV_LAYOUT.DWG

2 12

LEGEND

CONCRETE BOAT RAMP

SCARIFICATION

100 MAJOR CONTOUR (5')

MINOR CONTOUR (1')

EXISTING ROAD

* POINT ELEVATION DOES NOT REFLECT REAL-WORLD ELEVATION. AN ARBITRARY ELEVATION OF 100.00 WAS ASSIGNED TO

CP1 AS THE BASIS.

TREE

SS=SITKA SPRUCE

EXISTING VEGETATION

C U s e r s d j l a m b s o n D e s k t o p D a n g e r o u s

R i v e r D r a w i n g s C

A D

F i l e s D a n g R i v L a y o u t a d w g

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RP2

CP4

RP4

RP6

CP7

24" SS

12" SS 18" SS

RP5

18" SS

14" SS

20" SS

16" SS

12" SS

D A N G

ER

O

U S R

IV

ER

DANGEROUS RIVER BRIDGE

RP1

12" SS

CP8

DANGEROUS RIVER

WATERLINE 10/05/16

DANGEROUS RIVER

WATERLINE 5/20/14

START OF EX. BOAT RAMP

CP2CP1

CP5

CP3

CP6

TO YAKUTAT

EXISTING ROAD/

DRIVEWAY SURFACE

24" SS

RP3

SCALE IN FEET

50 0 50 100

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

DANGEROUS RIVER BOAT RAMP EXISTING SITE PLAN

YAKUTAT RANGER DISTRICT

DL, DS, RG 12/16

BH,EO 2/17

3 12

SCALE:

DANGEROUS RIVER SURVEY CONTROL & EXISTING SITE CONDITIONS

1" = 50'

NOTE: SEE SHEET 2 FOR CP AND RP TABLE

C U s e r s d j l a m b s o n D e s k t o p D a n g e r o u s

R i v e r D r a w i n g s C l e s D a n g R i v L a y o u t a d w g

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RP2

RP6

24" SS

18" SS

RP5

18" SS

16" SS

DANGEROUS RIVER BRIDGE

RP1

12" SS

CP8

DANGEROUS RIVER

WATERLINE 10/05/16

DANGEROUS RIVER

WATERLINE 5/20/14

BULLETIN BOARD, PARALLEL TO ROAD

EDGE, LOCATED 4' OFF RAMP LANDING

AND 4' FROM BEGINNING OF EXTERNAL

PARKING. SEE SHEET 12 FOR DETAILS.

WHEEL STOP,

TYP. 4 PLACES

WHEEL STOP, TYP.

12, AS SHOWN.

SIGN B. LOCATE

PER MUTCD.

SIGN A. LOCATE

PER MUTCD.

CP2CP1

CP5

SIGN C. SEE

SHEET 10

CP3

RIP & SCARIFY EXISTING BOAT

LAUNCH AREA TO PREP FOR

FUTURE REVEGETATION.

CP6

TO YAKUTAT

EXTERNAL PARKING. SEE

SHEET 10 FOR DETAILS

SIGN D, LOCATED 200' NORTH

OF DRIVEWAY ALONG FH10.

SEE SHEET 11 FOR DETAILS.

CENTER PARKING

BOAT RAMP. SEE

SHEETS 7-9 FOR

DETAILS

DRIVEWAY AND ROUNDABOUT.

SEE SHEET 6 FOR DETAILS.

24" SS

RP3

LOG BARRIER, 6 TYP. SEE

SHEET 11 FOR DETAILS.

PRESERVE VEGETATION WITHIN

ISLANDS BEYOND CUT AND

FILL SLOPES

SCALE IN FEET

30 0 30 60

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

DANGEROUS RIVER BOAT RAMP SITE PLAN

YAKUTAT RANGER DISTRICT

DL, DS, RG 12/16

4 12

SCALE:

DANGEROUS RIVER PROPOSED SITE PLAN

1" = 30'

C U s e r s d j l a m b s o n D e s k t o p D a n g e r o u s

R i v e r D r a w i n g s C l e s D a n g R i v L a y o u t a d w g

A

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RP2

RP6

CP7

24" SS

18" SS

RP5

18" SS

16" SS

DANGEROUS RIVER BRIDGE

RP1

12" SS

CP8

40'

R20'

R18'

R5'

45°

12'

DANGEROUS RIVER

WATERLINE 10/05/16

DANGEROUS RIVER

WATERLINE 5/20/14

R20'R20'

5'

705706

20'

725 726 727

16'

709710

CP2

CP1

CP5

728CP3

0+00

1+00

CP6

TO YAKUTAT

LANE CENTERLINE

R59'

R51'

6+59

1+57

2+00

3+00

4+00

5+00

6+00

723724

0+00

1+002+00

10' TYP.

6' TYP.

20'

L1

L2

L3

L4

C3

C4

C5

C1

60°

20'

R5' R22'

PC: 3+14.56

PT: 4+83.04

PC: 5+28.24

PT: 5+61.27

PC: 6+09.48

10' TYP.

L9

L10

C11

STA:2+64.65

STA:4+93.58

730731 24" SS

RP3

LINE TABLE

LINE

L1

L2

L3

L4

L9

L10

LENGTH

90.00

157.24

45.20

48.21

98.39

209.70

BEARING

N76° 35' 14.71"W

S33° 18' 43.36"W

N17° 49' 51.06"E

N20° 35' 03.08"W

S42° 23' 18.75"E

S18° 32' 43.02"W

CURVE TABLE

CURVE

C1

C3

C4

C5

C11

RADIUS

55.15

50.00

50.00

50.33

28.00

LENGTH

69.78

168.48

33.02

49.89

61.63

DELTA

72.50

193.06

37.84

56.80

126.11

SCALE IN FEET

30 0 30 60

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

DANGEROUS RIVER BOAT RAMP LAYOUT AND GRADING PLAN

YAKUTAT RANGER DISTRICT

DL, DS, RG 12/16

5 12

SCALE:

DANGEROUS RIVER PROPOSED SITE PLAN

1" = 30'

C U s e r s d j l a m b s o n D e s k t o p D a n g e r o u s

R i v e r D r a w i n g s C l e s D a n g R i v L a y o u t a d w g

A

M

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1+00 2+00

3+00 4+00 5+00

-2.00%

-10.00%

-0.74%

LOW PT STA: 1+05.00

LOW PT ELEV: 90.79

PVI STA:0+85.00

PVI ELEV:90.94

K:4.32

LVC:40.00

BVCS: 0+65.00

BVCE: 92.94

EVCS: 1+05.00

EVCE: 90.79

HIGH PT STA: 0+10.00

HIGH PT ELEV: 97.64

PVI STA:0+20.00

PVI ELEV:97.44

K:2.50

LVC:20.00

BVCS: 0+10.00

BVCE: 97.64

EVCS: 0+30.00

EVCE: 96.44

1.23%-1.19%

LOW PT STA: 3+99.76

LOW PT ELEV: 87.76

PVI STA:4+00.00

PVI ELEV:87.67

K:12.41

LVC:30.00

BVCS: 3+85.00

BVCE: 87.85

EVCS: 4+15.00

EVCE: 87.85

START OF RAMP

STA. 4+83

START OF

ROUNDABOUT

STA. 2+00

EDGE OF ROAD

10' 40' 90' 193' 174'-9"

EXISTING GRADE

PROPOSED GROUND CENTRAL PARKING EXIT

STA. 2+65

CENTRAL PARKING

ENTRANCE

STA. 4+93

20' 40' 30'

START OF

ROUNDABOUT

STA. 2+00

0 5 10 15 20 25 300-5-10-15-20-25-30

20'

6" DEEP D1 AGGREGATE

ROAD SURFACE

2H:1V

EXISTING GROUND

MIN. 2' DEEP UNCLASSIFIED

BORROW- COMPACT PER

SECTION 3123002% 2%

PREPARED SUBGRADE

SEE NOTES

0 5 10 15 20 250-5-10-15-20-25

12'

6" DEEP D1 AGGREGATE

ROAD SURFACE

EXISTING GROUND

MIN. 2' DEEP UNCLASSIFIED

BORROW- COMPACT PER

SECTION 312300

2%

OUTSLOPE

2H:1V

PREPARED SUBGRADE

SEE NOTES

0 5 10 15 20 25 300-5-10-15-20-25-30

40'

6" DEEP D1 AGGREGATE

ROAD SURFACE

EXISTING GROUND

MIN. 2' DEEP UNCLASSIFIED

BORROW- COMPACT PER

SECTION 312300

2%

OUTSLOPE

2H:1V

PREPARED SUBGRADE

SEE NOTES

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

DANGEROUS RIVER BOAT RAMP ROUNDABOUT PROFILE AND X-SECTIONS

YAKUTAT RANGER DISTRICT

DL, DS, RG 12/16

6 12

SCALE:

DANGEROUS RIVER DRIVEWAY AND ROUNDABOUT PROFILE @ CENTERLINE - VERTICAL EXAGGERATION 5X

1" = 40'

SCALE:

TYPICAL DRIVEWAY X-SECTION, STA. 0+00 TO ~1+60

NTS SCALE:

TYPICAL ROUNDABOUT X-SECTION, BEYOND STA. 2+00

NTS

NOTES:

1. FOR ROAD EMBANKMENTS SHALLOWER THAN 4', REMOVE TOPSOIL AND BREAK UP

GROUND SURFACE TO REQUIRED DEPTH BY PLOWING OR SCARIFYING. COMPACT

GROUND PER SECTION 312300.

2. FOR ROAD EMBANKMENTS DEEPER THAN 4', CUT DOWN AND REMOVE BRUSH

PRIOR TO INSTALLING SHOT ROCK.

3. OUTSLOPE ROUNDABOUT AND EXTERNAL PARKING SO WATER DRAINS TO OUTER

EDGES OF ROUNDABOUT.

4. OUTSLOPE CENTER PARKING SO WATER DRAINS TOWARDS RIVER.

SCALE:

TYPICAL CENTER & EXTERNAL PARKING X-SECTION

NTS

C U s e r s d j l a m b s o n D e s k t o p D a n g e r o u s

R i v e r D r a w i n g s C l e s D a n g R i v L a y o u t a d w g

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0+00 1+00 2+00

EXISTING GRADE

151.3' PRECAST CONCRETE PLANKS (APPROX.)

GRAVEL SURFACING

SEE DETAIL 3 SHEET 6

PRECAST CONCRETE PLANKS

SEE SHEETS 8-9 FOR DETAILS

MIN. 5' EXTENSION

OF RIPRAP BEYOND

END OF RAMP PLANKS

CLASS V RIPRAP

POINT 713

35'

START OF PRECAST

CONCRETE PLANKS

STA. 0+55.00

WATER ELEV. 70.5'

(SURVEY DATE 10/5/16)

PVI STA:0+60.00

PVI ELEV:87.54

LVC:20.00

BVCS: 0+50.00

BVCE: 87.82

EVCS: 0+70.00

EVCE: 86.04

CAST-IN-PLACE CONCRETE

SLAB- 17'-3"L X 16' W X 6"D

SEE DETAIL 2 SHEET 9

17'-3"

GRADE BREAK STA = 0+35.00

ELEV = 88.230

START OF

CLASS V

RIPRAP

STA 1+77

MIN. 4'

-2.76%

-15.00%

-1.23%

CLASS IV

RIPRAP

BOTTOM 3 PLANKS TO BE

INSTALLED AT 3H:1V SLOPE

AND BURIED WITH RIPRAP

END OF PRECAST

CONCRETE PLANKS

~STA. 2+6.30

80 75

722 723 724

0+00

1+00

2+00

PT: 4+83.04

L10

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

DANGEROUS RIVER BOAT RAMP RAMP PLAN AND PROFILE

YAKUTAT RANGER DISTRICT

DL, DS, RG 12/16

7 12

SCALE:

DANGEROUS RIVER BOAT RAMP PROFILE @ CENTERLINE - VERTICAL EXAGGERATION 5X

1" = 20'

SCALE:

DANGEROUS RIVER BOAT RAMP PLAN VIEW

1" = 15'

17'-3"

CIP

CONCRETE

PAD- SEE

DETAIL 2

SHEET 9

CLASS V RIPRAP PAD

SEE SHEET 8 FOR DETAILS

'-0

MIN. 5'

2' CLASS IV RIPRAP BENCH ON BOTH SIDES

OF RAMP. CONTINUE RIPRAP AT

1.5:1 SLOPE TO MEET EXISTING

GRADE. SEE SHEET 8 FOR DETAILS.

BULLETIN BOARD

ROADWAY CENTERLINE

RAMP CENTERLINE

RAMP LANDING

MIN. 5'

MIN. 5'

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1.0 2.0

C

RAMP

L

26'

MIN. 2'

CLASS V RIPRAP

FILL TO CATCH POINT WITH CLASS IV

RIPRAP, MIN. 2 FT THICK

SEE NOTES ON SHEET 9 FOR FURTHER DETAILS

16'

ELEVATION AND SLOPE TO MATCH

ELEVATION AND SLOPE OF BOAT RAMP

CONCRETE DECK PLANK

2'

4" X 12" TIMBER

SILL (TYP.)

1' TYP.

4'

TYP.

2%

2'

2%

GEOTEXTILE FILTER FABRIC- EXTEND

FROM EDGE OF DECK PLANK TO

CATCH POINT AT TOP OF CUT IN

ACCORDANCE WITH SPECIFICATIONS

C

RAMP

16'

CONCRETE DECK PLANK

5' 4'

TYP.

5'

1.0 2.0

2'

1.0 2.0

2'

1.0 2.0

1' TYP.

EXISTING GRADE

EXISTING GRADE

GEOTEXTILE FILTER FABRIC TO CATCH POINT

IN ACCORDANCE WITH SPECIFICATIONS

L

GEOTEXTILE FILTER FABRIC FROM

EDGE OF DECK PLANK TO CATCH POINT

IN ACCORDANCE WITH SPECIFICATIONS

CATCH POINT

EXCAVATE TO APPROVED SUBGRADE.

PLACE MIN. 1-FOOT LAYER OF 6" MINUS

SHOT ROCK BORROW BELOW BOTTOM

OF TIMBER SILLS. COMPACT ACCORDING

TO SECTION 312300.

AT ANY JOINT IN THE FILTER FABRIC, OVERLAP BY AT

LEAST 2' ACCORDING TO MANUFACTURER'S

RECOMMENDED INSTALLATION INSTRUCTIONS

FILL TO CATCH POINT WITH CLASS V

RIPRAP, MIN. 2 FT THICK

1' TYP.

1' 1'

1' 1'

D1 CRUSHED AGGREGATE. COMPACT

ACCORDING TO SECTION 312300.

AGGREGATE TO FILL ENTIRE VOID

UNDERNEATH PLANKS.

4" X 12" TIMBER

SILL (TYP.)

GEOTEXTILE FILTER FABRIC

GEOTEXTILE FILTER FABRIC

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

DANGEROUS RIVER BOAT RAMP RAMP CROSS SECTION DETAILS

YAKUTAT RANGER DISTRICT

DL, DS, RG 12/16

8 12

SCALE:

TYPICAL RAMP SECTION CUT DETAIL, STA. 0+55 TO 1+77

NTS

SCALE:

TYPICAL ROCK PAD SECTION DETAIL, STA. 2+05 TO MIN. 2+10

NTS

SCALE:

TYPICAL RAMP SECTION IN-STREAM DETAIL, STA. 1+77 TO 2+05

NTS

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4'-0"

8'-0"

12" LAP JOINT LENGTH

3" FROM END OF SILL

TO ℄ BOLT (TYP.)

2' OR WIDTH SPECIFIED BY

PLANK MANUFACTURER

4"X12" TIMBER SILLS

MIN. 12' LENGTH

PER SILL SEGMENT

SILLS TO BE LAP JOINED USING

58" Ø TIMBER BOLTS, MALLEABLE

IRON WASHERS AND NUTS.

30°

ANGLE V-GROOVES

DOWNSTREAM

WEARING SURFACE LAYOUT

OVERALL DIMENSIONS & SILL CONNECTIONS

TIMBER

PLANK

GAP BETWEEN PLANKS

PER MANUFACTURER'S

RECOMMENDATIONS

2H:1V

MIN. 2' DEEP 6" MINUS

SHOT ROCK FILL

COMPACT ACCORDING

TO SECTION 312300

4" DEEP D1 BEDDING

COMPACT ACCORDING

TO SECTION 312300

BROOM FINISH

6" THICK CONCRETE PAD

3" CLEAR COVER

MAX. 12" O.C. BOTH WAYS

3" CLEAR COVER ALL SIDES

#4 REBAR BOTH WAYS

1" (TYP.)

90°

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

DANGEROUS RIVER BOAT RAMP RAMP DETAILS

YAKUTAT RANGER DISTRICT

DL, DS, RG 12/16

BH, EO

9 12

SCALE:

CONCEPTUAL CONCRETE PLANK DESIGN AND SILL CONNECTIONS

NTS

SCALE:

CAST-IN-PLACE CONCRETE PAD DETAIL

NTS

SCALE:

TYPICAL V-GROOVE DETAIL

NTS

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