GTSR_10(39)_Sheets_I-J.pdf

LOCATION

(EACH)

QUANTITY

TOTAL

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

I.1

STATE PROJECT

NUMBER

SHEET

MT PRA GLAC 10(39)

S e p

A

M g l1 e a .d g n

U

S I n t2

D

R J o h n s o n

C h e c k e d b y

W

M c

Q u is to

D e s ig n e d b y

(EACH)

REMOVAL OF HEADWALL

ITEM 20301-1200

LOCATION

(EACH)

QUANTITY

TOTAL 3

(EACH)

REMOVAL OF INLET

ITEM 20301-1400

1839+71

1835+32

1827+81

RT

RT

RT

LOCATION

(EACH)

QUANTITY

TOTAL 32

(EACH)

REMOVAL OF PIPE CULVERT

ITEM 20301-1900

LOCATION

(CUYD)

QUANTITY

TOTAL

LOCATION

(CUYD)

QUANTITY

DRAINAGE QUANTITIES

TABULATION OF

LOCATION (EACH)

QUANTITY

TOTAL 2

(EACH)

DRAINAGE CHUTES

ITEM 60811-0000

2275+50

2273+50

2271+50

RT

RT

RT

TYPE 1 TYPE 2

SIDE

NOTE:

See Sheet F.6 for Drainage Chute Details.1.

SIDE

SIDE

SIDE SIDE

(CUYD)

FOR INFORMATION ONLY*

MINOR EXCAVATION

2278+46

2265+74

2261+87

2256+53

2256+53

2248+04

2242+58

2231+06

2228+08

2222+74

2220+27

2216+69

2215+49

2201+77

2201+77

2193+29

2187+85

2177+40

2158+86

2150+02

2085+58

2073+17

2060+03

2060+03

2057+91

2057+91

RT

RT

RT

RT

LT

LT

RT

LT

LT

LT

LT

LT

LT

RT

LT

LT

LT

LT

LT

RT

RT

LT

RT

LT

RT

LT

2045+92

2036+41

2032+00

2032+00

1996+06

1996+06

1990+10

1965+98

1950+94

1937+10

1913+00

1913+00

1906+88

1898+61

1895+71

1877+87

1877+87

1873+83

1871+97

1866+19

1859+57

1856+47

1852+04

1835+42

1833+42

1833+42

1829+31

1829+31

RT

RT

RT

LT

RT

LT

LT

RT

LT

RT

RT

LT

LT

RT

RT

RT

LT

LT

LT

LT

LT

LT

RT

RT

RT

LT

RT

LT

* Work is performed under 622/623 item.

FOOTNOTE:

2231+06

2201+77

2170+31

2158+86

2150+02

2131+17

2119+14

2109+66

2085+58

2078+86

2045+92

2032+00

2026+43

2019+91

2008+45

2005+20

1981+06

1979+49

1964+28

1957+41

1950+94

1923+79

1921+12

1909+91

1906+88

1856+47

1855+53

1839+71

1835+32

1834+39

1827+91

1827+81

2170+31

2150+02

2131+17

2119+14

2089+53

2085+58

2005+20

1923+79

1921+12

1855+53

1834+39

1827+91

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

Partial removal, See Sheet I.7 for details.

PRELIMINARY

NOT FOR

CONSTRUCTION

20701 25210 60403 60403 60706 62026 62027 62031 -1200 -4000 -5000 -0000 -0400 -0800 -0900 -1000 -1200 -0800 0900 -0100 -0000 -0000 -0500 -0700 -0900 -1000 2000 -0000

Inlet

(EACH)

Inlet

(EACH)

Cleaning drainage structures

(EACH)

24 36 48

1825+72 1.0 5 1827+81 8

End section culvert pipe

(flared)

(EACH)

Str exc

(CUYD)

Earthwork Geotextile, type IV-A

(SQYD)

Clear and Grub

(SQYD)

FOOTNOTES

See below for numbered footnotes

Remove and reset stone masonry (masonry wall repair)

(SQYD)

BEVELS

1V:nH

RT

PAY ITEM NUMBER

6020125101

Rockery (wall)

(SQYD)

24Class 5 Type 1

20103

Inlet

Est max cover

(FT)

-0000

Placed riprap

(CUYD)STATION

60210 62011

Allowable pipe culvert material

LT

Repoint stone masonry (headwall)

(SQYD)36 30

Pipe culvert

(LNFT)

Stone masonry headwall for pipe culvert

(EACH)

DIAMETER or SPAN x RISE (inch) Type 4

Remove and reset dry laid wall

(LNFT)

Outlet 30Class

TABULATION OF DRAINAGE QUANTITIES PRA GLAC 10(39) I.2MT

R Jo hn so n

/2

Note: The quantities shown hereon are approximate and are subject to field adjustments.

1827+81 8 1827+91 10.9 109.2 5 59 1 1.4 3 1829+31 12 12 2 1833+42 12 12 1 8 0.8 2, 5 1834+39 8.2 92.7 5 61 1 1.6 3 1835+32 1835+42 12 12 1 0.3 0.7 2, 5 1837+25 12 12 1 0.7 5 1838+50 2.7 2.6 37 8 1 1.6 3 1839+53 12 12 1 12 2.3 5 1839+71 1842+20 12 1 1850+19 22.2 5 1850+31 0.3 1852+00 1 16.7 5 1852+01 0.3 0.8 5 M cQ ui st on

/2

2C he ck ed b y:

1852+04 12 1.7 2, 5 1854+23 2.7 4.8 3 12 1 1.4 3 1855+50 16.7 5

1855+53 3.7 75.0 125 67 52 1 1.5 3 A, AS

1856+47 60 1 1.5 2, 3 A, AS

1859+57 12 1 2, 3 1861+12 1 1866+19 12 2, 3 1871+97 12 1 0.5 0.7 2, 3, 5 1873+83 12 1 0.5 0.7 2, 3, 5 1874+77 1 3 12.0 5 1877+87 12 12 1 0.8 2, 3, 5 1880+68 0.1 5 1889+24 0.7 0.7 5 1895+71 12 12 0.6 2, 3, 5

125 50 67 144 96 0 20 120 60 52 0 0 2 0 12 2 1 1 5 7 20 0 79 2SHEET TOTAL

-S ep -2

8:

A M

W

D es ig ne d by

125 50 67 144 96 0 20 120 60 52 0 0 2 0 12 2 1 1 5.7 20.0 79.2

FOOTNOTE:

NOTE: 1 / Cut and remove portions of the existing culvert pipe and couple

1. the new culvert pipe to the existing CMP, see Sheet I.7 for details. Allowable pipe culvert material 2 / Clean and/or regrade inlet and/or outlet channels to drain, use A Aluminum

2. time and equipment hours (Section 622, 623) AS Aluminized steel 3 / See Sheets I.6-8 for riprap details. GS Galvanized steel 4 / Construct 4' x 4' headwall extension, see Sheet I.10 for details. (blank) Any appropriate material

3. 5 / See Sheet F.7 for stone masonry repointing and repair details.

6 / See Sheet I.8 for details.

4. 7/ Remove culvert pipe and protect existing headwall.

Install new culvert pipe through headwall.

S l j i t b t l t i d i ti h d ll ith t

Aluminized steel pipe culvert minimum wall thickness is the larger of 0.079-inch or the thickness required by the Std. 602-1 fill height table (steel). See Sheets I.3-4 for minimum pipe thickness for culverts at 945+82 and 1020+22.

Plastic and concrete pipe are not allowed.

SHEET TOTAL

Aluminum pipe culvert minimum wall thickness is the larger of 0.075-inch or the thickness required by the Std. 602-1 fill height table.

Steel pipe culvert minimum wall thickness is the larger of 0.079-inch or the thickness required by the Std. 602-1 fill height table.

pw _p ro du ct io n\ dm s9 gl eb

.x ls

]U S_

C us to m ar y

Seal joint between new culvert pipe and existing headwall with grout.

8/ See Sheet I.1.

NPS PMIS No. 140760 NPS Drwg. No. 117/108026c:

\m yf ile s\ p

PRELIMINARY

-1200 -4000 -5000 -0000 -0600 -0800 -0900 -1000 -1200 -0800 -0900 -0100 -0000 -0000 -0500 -0700 -0900 -1000 2000 -0000

Inlet

(EACH)

Inlet

(EACH)

Cleaning drainage structure

(EACH)

DIAMETER or SPAN x RISE (inch) 24 36 48 125 50 67 144 96 0 20 120 60 52 0 0 2 0 12 2 1 1 5.7 20.0 79.2

1898+61 50 1.0 2, 4, 5 1906+88 1 5 1 2 5

Remove and reset dry laid wall

(LNFT)

Repoint stone masonry (headwall)

(SQYD)

BEVELS

1V:nH

-0000

24 30

End section culvert pipe

(flared)

(EACH)

FOOT-

NOTES

See below for numbered footnotes

Allowable pipe culvert material

PAY ITEM NUMBER

25101 60201 62011

STATION

Est max cover

(FT)

20103

Type 1

60210

LT RT24

Clear and Grub

(SQYD)

Class

Inlet

PREVIOUS SHEET TOTAL

Rockery (wall)

(SQYD)

Str exc

(CUYD)

Placed riprap

(CUYD)

Remove and reset stone masonry (masonry wall repair)

(SQYD)

Earthwork Geotextile, type IV-A

(SQYD)

48Outlet Type 430

Stone masonry headwall for pipe culvert

(EACH)

Pipe culvert

(LNFT)

Class

TABULATION OF DRAINAGE QUANTITIES PRA GLAC 10(39) I.3MT

R Jo hn so n

/2

Note: The quantities shown hereon are approximate and are subject to field adjustments.

1906+88 1.5 1, 2, 5

1909+91 5.0 138.2 125 5 5 1.0 3 A, AS

1913+00 2.5 30.2 5 41 1 1.6 3 1913+92 5 1.0 3

1921+12 5.0 141.6 125 67 69 1 50.0 1.0 2, 5 A, AS

1923+79 4.2 43.8 5 47 1 1.9 3 A, AS

1929+00 1.7 23.3 5 36 1 1.6 3 1937+10 12 12 1 0.7 2, 5

1950+08 3.4 103.8 125 67 62 1 1 1.0 3 A, AS

1950+94 1.8 6.2 12 5 0.6 1, 1957+39 5.0 50.0 5

1957+41 2.2 99.4 5 89 1 1.0 3 A, AS

1964+28 5 53 1 1965+98 12 12 0.1 0.5 2, 5 1973+86 12 12 0.8 5

1979+49 4.4 44.1 5 47 1 1.4 3 A, AS M

cQ ui st on

/2

C he ck ed b y:

1981+06 6.0 60.5 5 12 51 1.4 3 A, AS

1990+10 12 12 2 1996+06 1 1 2 2005+20 8.0 74.3 5 12 56 1 0.3 0.5 1.5 3, 7 2008+45 5 12 12 58 1.0 5, 7 2019+91 5 12 12 65 0.7 5, 7 2026+43 5 12 12 47 1.0 5, 7 2032+00 5 12 12 56 0.8 2, 5, 7 2036+41 12 12 1 0.7 0.7 2, 5 2045+92 5 12 72 1.0 2, 5 2057+91 12 0.8 2, 5 2060+03 12 12 1 1.3 1.0 2, 5 2069+18 1 0.7 5 2073+17 1 0.7 2, 5 2078+86 45 1.1 0.8 5

-S ep -2

8:

A M

W

D es ig ne d by

2085+58 3.1 35.9 5 12 12 44 1 2.1 2, 3

500 130 201 324 240 0 407 506 154 183 1 1 2 2 19 9 1 1 14.8 20.0 194.4

NOTE: FOOTNOTE:

1. 1/ Cut and remove portions of the existing culvert pipe and couple Allowable pipe culvert material the new culvert pipe to the existing CMP, see Sheet I.7 for details. A Aluminum

2. 2/ Clean and/or regrade inlet and/or outlet channels to drain, use AS Aluminized steel time and equipment hours (Section 622, 623) GS Galvanized steel 3/ See Sheets I.6-8 for riprap details. (blank) Any appropriate material

3. 4/ Construct 4' x 4' headwall extension, see Sheet I.10 for details.

5/ See Sheet F.7 for stone masonry repointing and repair details.

4. 6/ See Sheet I.8 for details.

7/ Remove culvert pipe and protect existing headwall.

Install new culvert pipe through headwall.

Steel pipe culvert minimum wall thickness is the larger of 0.079-inch or the thickness required by the Std. 602-1 fill height table.

Plastic and concrete pipe are not allowed.

Aluminized steel pipe culvert minimum wall thickness is the larger of 0.079-inch or the thickness required by the Std. 602-1 fill height table (steel). See Sheets I.3-4 for minimum pipe thickness for culverts at 945+82 and 1020+22.

Aluminum pipe culvert minimum wall thickness is the larger of 0.075-inch or the thickness required by the Std. 602-1 fill height table.

SHEET TOTAL

w _p ro du ct io n\ dm s9 gl eb

.x ls

]U S_

C us to m ar y

(2

Seal joint between new culvert pipe and existing headwall with grout.

8/ See Sheet I.1.

NPS PMIS No. 140760 NPS Drwg. No. 117/10802 c:

\m yf ile s\ pw

PRELIMINARY

-1200 -4000 -5000 -0000 -0400 -0800 -0900 -1000 -1200 -0800 -0900 -0100 -0000 -0000 -0500 -0700 -0900 -1000 2000 -0000

Inlet

(EACH)

Inlet

(EACH)

Cleaning drainage structure

(EACH)

DIAMETER or SPAN x RISE (inch) 24 36 48 500 130 201 324 240 0 407 506 154 183 1 1 2 2 19 9 1 1 14.8 20.0 194.4

2089+53 4.9 71.2 5 12 12 66 1 2.1 3 2095+29 12 1 0 8 5

Type 4

62011

Placed riprap

(CUYD)

Allowable pipe culvert material Stone masonry headwall for pipe culvert

(EACH)

RT

End section culvert pipe

(flared)

(EACH)

24 30

60210

Type 1

Clear and Grub

(SQYD)

36Inlet Class

5 18

PAY ITEM NUMBER

Est max cover

(FT)

Str exc

(CUYD)

25101

Earthwork Geotextile, type IV-A

(SQYD)

STATION Rockery (wall)

(SQYD)

24Outlet

BEVELS

1V:nHRepoint stone masonry

(headwall)

(SQYD)

Remove and reset stone masonry (masonry wall repair)

(SQYD) LT

-0000 6020120103

Class

PREVIOUS SHEET TOTAL

Pipe culvert

(LNFT)

30 48

Remove and reset dry laid wall

(LNFT)

FOOT-

NOTES

See below for numbered footnotes

TABULATION OF DRAINAGE QUANTITIES PRA GLAC 10(39) I.4MT

R Jo hn so n

/2

Note: The quantities shown hereon are approximate and are subject to field adjustments.

2095+29 12 1 0.8 5 2103+65 1 0.8 5 2109+66 74 0.8 5

2119+14 16.1 382.5 125 67 105 1 1.0 3 A, AS

2131+17 2.8 31.4 5 43 1 1.5 3 2138+79 0.8 2150+02 10.3 96.8 5 64 1 1.5 2, 3 2158+86 4 12 73 0.8 2, 5 2165+99 12 12 0.8 5

2170+31 4.4 59.6 9 44 1 1.0 3 A, AS

2177+40 1 0.6 2 2187+85 0.2 1.0 2, 5 2193+29 0.7 2, 5 2201+77 46 0.2 1.4 2, 5 2215+49 1 2 2216+69 0.6 2, 5W

M cQ ui st on

/2

C he ck ed b y:

2220+27 1 1.5 2, 5 2222+74 12 1 2 2228+08 0.7 2, 5 2231+06 12 2 2236+71 2.7 26.6 5 84 1 1.2 3 2242+58 12 12 1 2 2245+11 1 2248+04 1 1.1 2, 5 2253+04 12 0.7 5 2256+53 1 0.8 2, 5 2261+87 1 0.8 2, 5 2265+74 1 0.8 2, 5 2278+46 1 0.8 2, 5 2296+43 1117.0 30 6

-S ep -2

8:

A M

D es ig ne d by

1742 163 298 396 288 12 707 572 198 183 1 1 2 2 32 13 2 2 15.8 20.0 210.1

FOOTNOTE:

NOTE: 1/ Cut and remove portions of the existing culvert pipe and couple

1. the new culvert pipe to the existing CMP, see Sheet I78 for details. Allowable pipe culvert material 2/ Clean and/or regrade inlet and/or outlet channels to drain, use A Aluminum

2. time and equipment hours (Section 622, 623) AS Aluminized steel 3/ See Sheets I.6-8 for riprap details. GS Galvanized steel 4/ Construct 4' x 4' headwall extension, see Sheet I.10 for details. (blank) Any appropriate material

3. 5/ See Sheet F.7 for stone masonry repointing and repair details.

6/ See Sheet I.8 for details.

4. 7/ Remove culvert pipe and protect existing headwall.

Install new culvert pipe through headwall

Plastic and concrete pipe are not allowed.

Steel pipe culvert minimum wall thickness is the larger of 0.079-inch or the thickness required by the Std. 602-1 fill height table.

Aluminized steel pipe culvert minimum wall thickness is the larger of 0.079-inch or the thickness required by the Std. 602-1 fill height table (steel). See Sheets I.3-4 for minimum pipe thickness for culverts at 945+82 and 1020+22.

PROJECT TOTAL

Aluminum pipe culvert minimum wall thickness is the larger of 0.075-inch or the thickness required by the Std. 602-1 fill height table.

w _p ro du ct io n\ dm s9 gl eb

.x ls

]U S_

C us to m ar y

(3

Install new culvert pipe through headwall.

Seal joint between new culvert pipe and existing headwall with grout.

8/ See Sheet I.1. NPS PMIS No. 140760 NPS Drwg. No. 117/10802c:

\m yf ile s\ pw

PRELIMINARY

DETAILS

INLET (TYPE 4, MODIFIED)

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

Varies

3% Grade to drain

60"

12"

6" (typ.)

72" 6" (typ.)

Ditch flow direction

NOTE:

"4

12" min.

C M

P c u lv e r t d ia m in

5.

4.

3.

2.

1.

12"

84"

(max.)

5‰" spacing

3"

6" (typ.)

90° 90°

Gr ate Fr ame)

NO SCALE

corners ¾".

for Construction of Roads and Bridges (FP-03). Chamfer all exposed edges and

Provide concrete consistent with Section 601 of the Standard Specifications

Verify frame, grate, and bar dimensions.

" steel angle, 78" x 57" outside dimension.4 1Grate Frame: 5 x 3 x

" steel, 77" x 56" outside dimension. 4 1Bar Frame:

Anchor: ‰" Ø x 5" headed concrete steel stud.

Anchor full joint mortar bed

Set grate frame in

Grate frame inlet wall

Concrete drop

Bar frame inlet outside face

Concrete drop

Anchor

Bar

Bar frame

Grate frame

Anchor inlet wall

Concrete drop

Pipe culvert

Bar steel area

W10.5 or equal

4 x 4-W10.5 x

#6 hoop

#6 hoop (1" cover)

Bar ( 5 x 3 x ‰)

Steel grate drop inlet

Concrete

Existing ground

Varies

See Detail A

SECTION A-A

B

B

PLAN

AA

SECTION B-B

DETAIL A

I.5

STATE PROJECT

MT

PRA GLAC 10(39)

S e p

A

M g l1 e d .d g n

U

S I n t2

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

PRELIMINARY

DETAILS

CULVERT OUTFALL PROTECTION

SECTION B-B

1 1

NOTE:

NO SCALE

PLAN

LC

LC

A

2.

1.

Varies

3%

B

B SECTION A-A Varies (1V:1.5H m axim um

Shoulder

1:31:3 width varies 0’ to 4’

B

A

D

B B W2 1 W2

Flowline geotextile

Type IV-A

Step bevel outlet

Steel grate

Flowline

W

Shoulder edge

Road edge Road

Ditch flowline

Culvert

(FT)

B

(FT)

L

(FT)

D

MINIMUM DIMENSIONS

Steel grate

I.6

STATE PROJECT

S e p

A

M g la c E

R F

O e c .d g n

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

Type IV-A geotextile

Existing ground surface

Flowline

L

L

2119+14

1950+08

1921+12

1909+91

1889+24

1856+71

1855+53

Skew Angle

N/A

Skew, see table

Skew, see table

Riprap, class 5, discharge apron min.

1’

LC

Existing ground surface

Riprap, class 5, discharge apron

Orient riprap discharge apron parallel to slope fall direction.

area to maximize drainage to drop inlet.

Set long dimension of drop inlet level. Grade surrounding ditch

LOCATION

LOCATION

22’ Paved traveled way

(FT)

W

NPS PMIS No. 140760 NPS Drwg. No. 117/108026 see Sheet I.6 for details

Inlet (type 4, modified), Riprap class 5 discharge apron

2119+14

1950+08

1921+12

1909+91

1855+53

PRELIMINARY

PLAN

NO SCALE

DRAINAGE DETAILS

L

W LOCATION

DIA. (in)

CULVERT

(ft)

L

(ft)

D

(ft)

W

MINIMUM DIMENSIONS

NPS PMIS No. 140760 NPS Drwg. No. 117/108026 class 4

Placed riprap, drainage chute

Culvert or

FOOTNOTE:

Install pipe culvert

PARTIAL CULVERT REMOVAL AND INSTALLATION

5’ of pipe culvert Cut and remove

Existing pipe culvert existing pipe culvert

Protect remainder of

Cut existing pipe culvert coupling band Install metal

ELEVATION

D

Existing ground

L 12" to the existing ground apron outlet flowline

Place riprap to match

Finished ground finished grade slope

Bevel culvert to match drainage chute

Culvert or

Placed riprap, class 4

RIPRAP CLASS 4 APRON AT OUTLET

2236+71

2170+31

2158+86

2150+02

2131+17

2089+53

2085+58

2013+96

2005+20

1981+06

1979+49

1957+41

1929+00

1923+79

1913+92

1913+00

1854+24

1838+50

1834+39

1827+91

RT

RT

LT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

7.0

10.0

6.0

7.0

7.0

7.0

7.0

7.0

7.0

7.0

7.0

7.0

7.0

7.0

7.0

7.0

5.5

5.5

7.0

7.0

8.7

11.7

8.0

8.7

8.7

8.7

8.7

8.7

8.7

8.7

8.7

8.7

8.7

8.7

8.7

8.7

6.7

6.7

8.7

8.7

NOTE:

18" - 28"

28" - 35"

35" - 47"

2 1

3 3 3

3 3

4 4 4 4

4 4 4

1 12" - 18"

140 to 525 lbs

42 to 140 lbs

525 to 1025 lbs

H B

8 - 9

6 - 8

4 - 6

2 - 4

< 2

5.8

5.3

3.9

2.6

1.3

T

3.6

3.3

2.4

1.6

0.8

ROCKERY (WALL)

Existing ground

H type IV-A geotextile, Earthwork

Top width

T

Existing 18" culvert pipe

Existing headwall

2158+86, LT

I.7

STATE PROJECT

MT PRA GLAC 10(39)

S e p

A

M g l1 e f.

d g n

U

S I n t2

D

R J o h n s o n

C h e c k e d b y w

M c

Q u is s ig n e d b y

3’1

2.

1.

R o c k e r y w a ll p a y l im it

Stone Class Stone Mass Dimension

Average Longest

1025 to 2500 lbs

REQUIREMENTS

AND BASE WIDTH

ROCKERY WALL HEIGHT

12", min.

m in m in

Neat line grade of roadway

Finished

SIDE

LC

or dressing of stones will not be required.

maintain spacing and eliminate gaps over 4-inches. Cutting two stones beneath it. Use smaller stones as needed to

Bear each larger stone (class 3-4) firmly on at least perpendicular to wall face.

Place larger stones (class 3-4) with longest axis

Match existing pipe size and pipe slope.

neat line of riprap.

Place rock so that corners project 4-inch to 6-inch above

A

A

SECTION A-A

excavated material

Suitable conserved

6" bed course PRELIMINARY

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

SLOPE PROTECTION

WS EL

4523.4

4521.7

4521.1

4519.7

8.5

7.9

6.8

4.4

500Q

100Q

50Q

2Q

VfpsQcfs

I.8

STATE PROJECT

S e p

A

M g l1 e g .d g n

I n t_ ft

D e c k e d b y s ig n e d b y

1.75

N

Scale in feet

10 5 0 10 20 30

RiprapTYPE:

4523.0 ftTOP EL:

4515.0 ftBOTTOM EL:

100-yr 4511-feet, 500-yr 4510-feet.SCOUR:

5CLASS:

4 ftDEPTH:

1.75(h):1(v)SLOPE:

Hydraulic analysis assumes existingREMARKS:

concrete floor and piers are removed and a new 35-foot wide channel is excavated to approximately elev. 4516-feet at bridge centerline.

RIPRAP PLAN AND DETAILS

ROES CREEK BRIDGE

Existing stream thalweg

Existing channel edge

New channelLC

F lo w

Bridge side, typ.

.7

6’14’4’9’ 10’

BEGIN BRIDGE

END BRIDGE

LCNew channel

Road surface

New bridge

Class 5 riprap

BRIDGE PROFILELC

El. 4521.1 ft

50 Year U.S.

El. 4519.7 ft

OHW U.S.

El. 4515 ft

El. 4523 ft

Class 5 riprap

TYPICAL RIPRAP DETAIL

Existing stream bottom

Bridge LC

New bridge

50’40’ concrete floor

Remove existing

2.7%

STREAM PROFILE

Regrade new channel bottom

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

NO SCALE

El. 4515 ft

New channel

14’-0"6’-0" 4’-0" 4’-0"

Construction limits

Construction limitsNew channel, El. 4517 ft

New channel, El. 4516 ft El. 4515 - 4517 ft

New channel bottom per Section 209. See Sheet H.2

Channel reestablishment

Type IV-A geotextile

PRELIMINARY

HEADWALL DETAILS

NOTE:

SINGLE PIPE

(in)

D

(in)

A

(in)

B

(in)

H

(in)

L

0.61

1.41

26 62

36 44

94 2.52

0.72

0.37

SIDE ELEVATION

D 6" 6"

B

H

A D

Vari able

L

FRONT ELEVATION

NO SCALE

4.3536

36 84

7.93

(cy)

STONE

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

I.9

STATE PROJECT

S e p

A

M g l1 e h .d g n

U

S I n t2

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y m in

4. See Tabulation of Drainage Quantities, Sheets I.1-4, for locations.

diameter than original culvert.

dimensions, except at locations where new culvert is of a different

3. For existing headwalls being reset, reset headwall to original

2. Modify headwall when pipes are skewed, as directed by the CO.

unless shown otherwise on the plans.

1. Construct headwalls parallel to the line and grade of the roadway, FOR ROUND PIPE

STONE MASONRY HEADWALL

HEADWALL INFORMATION

flush with face of headwall

Cut end of skewed culvert

Concrete footing

Existing headwall 4’ headwall extension

1898+61, Lt Remove existing stone masonry to create a non-vertical seam between existing headwall and propsed extension.

PRELIMINARY

NO SCALE

SECTION A-A

-14.88% Grade be constructed

Top of slab to

Top of original slab

Existing rebar

6 - #4 Bars

Top of existing eroded slab

A

A

Resurface culvert floor

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

PROFILE

PLAN

C le a r

C le a r

6’-0"

#4 Bars at 12" O.C.

x #7 rebar at 2’ O.C., 207 total

Drill and grout 3 - 12" long x #7 rebar at 2’ O.C., 207 total

Drill and grout 3 - 15" long

Shoulder Shoulder22’ Roadway culvert floor

Top of new 9" culvert floor

Top of new 6" culvert floor

Pre-existing ty p

REPAIR DETAILS

(1866+19)

BOX CULVERT

I.10

STATE PROJECT

A

M u g u s t

I n t_ ft c m y fi le s p w p r o d u c ti o n d m s g l1 e j.

d g

J o h n s

M c

Q u is

C h e c k e d b y

D e s ig n e d b y

Perform all work under dry conditions.

All loose material shall be remived prior to pouring of concrete.

Field verify all culvert dimensions.

3.

2.

1.

PRELIMINARY

J.1

STATE PROJECT

S e p

A

M g la c ta .d g n

U

S I n t2

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

LC

Boulder, typ.

drain to

Grade

A

A

Varies2’ to 3’

V a r ie s

NOTE:

NO SCALE

PLAN

E d g e o f p r o p o s e d

Grade to dra in tr a v e le d w a y

C o n s tr u c ti o n l im it method 2 limits

Roadway obliteration p a v e m e n t e x is ti n g

E d g e o f

1:3

V a r ia b le

NPS PMIS No. 140760 NPS Drwg. No. 117/108026 course, 3" compacted depth

Aggregate topsoil collector pipe

8" dia. Perforated

Existing ground

Hinge point

ELEVATION

Boulder spacing

10’ to 12’

Edge of pavement

Edge of pavement

18" to m in

V a r ie s

BOULDER DETAILS

SECTION A-A

Top of boulders shall be parallel to the profile of the road.

Notify the CO 24 hours prior to placing boulders.

The limits of the boulders will be determined by the CO.

Roadway

SHEET 1 of 2

ROADWAY DETAILS

Hinge Point

1:15 min.

DETAIL

METHOD 2

ROADWAY OBLITERATION

Varies

TYPICAL SECTION

STANDARD UNDERDRAIN SYSTEM

3.

2.

1.

ground

Existing at same height to place all boulders

Vary depth as needed

Varies

Finished grade

12" min. Ditch depth

Existing ground

FOOTNOTE:

(see FAR 52.236-4)

Construct as shown in the Staking Report Data Listing

LC

Riprap ditch, class 2, 12" min. depth

Varies

Finished grade

3’ class 2, 12" min. depth

Riprap ditch, ROCK LINED DITCH, TYPE 1 DETAIL

1832+70 to 1838+50, RT

1848+65 to 1854+23, RT

Existing ground

3:1

3:1 3:1

ROCK LINED DITCH, TYPE 2 DETAIL

Granular backfill

Earthwork geotextile, type I-E 2’

Trench width

5’

1:3

Varies

2153+60 to 2158+00, LT

Place topsoil limits

PRELIMINARY

J.2

STATE PROJECT

S e p

A

M g la c tb .d g n .d g n

U

S I n t2

D

J o h n s e c k e d b y

M c

Q u is s ig n e d b y

NO SCALE

NPS PMIS No. 140760 NPS Drwg. No. 117/108026

SHEET 2 of 2

ROADWAY DETAILS

Var ies

1:3

C o n s tr u c ti o n l im it

Super1

LC

FOOTNOTE:

1855+85 to 1856+50, LT

PLACED RIP RAP, CLASS 4

1921+50 to 1921+83, RT

PLACED RIP RAP, CLASS 4

Super1 1:3

Varies

Turnout

Placed rip rap, class 4

1H:1V (max.)

1928+65 to 1929+00, LT

PLACED RIP RAP, CLASS 4

m in

1:3

Varies

C o n s tr u c ti o n l im it

LC13

Traveled way: 11’ typ.

1928+40 to 1928+70, RT

PLACED RIP RAP, CLASS 4

Varies

1:3

Super1

LC

Proposed deep patch

Proposed deep patch

Placed rip rap, class 4

1H:1V (max.)

type II-A earthwork geotextile, Line excavation with m in

Profile grade

Placed rip rap, class 4

Placed rip rap, class 4

1H:1V (max.)

earthwork geotextile, type II-A

Line excavation with

15’

1H:1V (max.)

15’

30’ m in

C o n s tr u c ti o n l im it

15’ m in .2 earthwork geotextile, type II-A

Line excavation with

0.5

Existing ground

-2.000%-2.000% Varies

6’-0"

:1

PLACED RIPRAP, CLASS 4

SHOULDER DETAILS

width varies

Shoulder:

Placed riprap, class 4

Existing ground directed by the CO conserved material as

Cover riprap slope with

Earthwork geotextile, type II-A

1844+10 to 1844+75, Rt

1838+50, RT

1854+23, RT

RIPRAP SPILLWAY DETAIL 1

:1 pavement

Edge of

Varies

Existing ground

4 Match existing slope.

See Mainline Typical Section for pavement layer information.

Construction limits apply to roadbed construction.

Construct as shown in the Staking Report Data Listing.

25’ to riprap spillway Grade ditch to drain

See Sheet J.1 for details.

12" min. depth.

Riprap ditch, class 2, Traveled way: 11’ typ.

Super1

Existing ground type II-A earthwork geotextile, Line excavation with

A

A

SECTION A-A4

earthwork geotextile, type II-A

Line excavation with

10’

Placed rip rap, class 4

0.5

Existing ground

PRELIMINARY

EXCAVATION PRACTICES TO AVOID

Benching

Normal ditch line and exposed presplit holes

Avoid shear cut rock faces benching of cuts

Avoid oversized, massive

NO SCALE

cut with ledges and pockets, to promote revegetation

Provide controlled blasting, producing rock slopes

"2 14’-11" to 7’- 10

Top of cut rounding Planting pockets

"2 14’-11" to 7’-10

Side slope rounding

ROCK CUT SLOPE TREATMENT

TYPICAL

NPS PMIS No. 140760 NPS Drwg. No. 117/108026 equipment and fly rock damage.

Protect the natural environment, outside the clearing limits, from lines, emphasizing rock outcrops, draws and ridges.

Shape the cut slope to blend with surrounding natural ground

Remove obvious half cast lines on the final cut face.

promoting revegetation.

texture, blending with the natural rock outcroppings and

Preserve or create irregularities in the slope to create a rough

4.

3.

2.

1.

4:1 2%

Varies12"

CONCRETE GUTTER DETAILS

Typical Sections as shown on

Construct roadway

15" R

2.0 x MW 2.0 wire mesh

6" x 12" MW 6" compacted depth

Bed course, concrete, 8" depth

Portland Cement

Roadway aggregate, method 2

Existing ground

SLOPE TREATMENT DETAILS

J.3

STATE PROJECT

M u g u s t

I n t_ ft c m y fi le s p w p r o d u c ti o n d m s g la c tc .d g

J o h n s

B

C o ll in s

C h e c k e d b y

D e s ig n e d b y

T r e e li n e

CL

1:3

FM_SSG1:3

BDTHPC

SSC

E x c a v a ti o n

L im it s

-4.800% +4.800%

-2.000%

1:1 to promote revegetation cut with ledges and pockets, producing rock slopes

Provide controlled blasting, A

A

SECTION A-A

PRELIMINARY