Miscellaneous Sample Sheets

DEMOLITION QUANTITIES

TABULATION OF

FOOTNOTE:

through CO for delivery to MDT.

light poles along Hwy 89 (2nd St.) and coordinate

of light poles along Park St. Contractor to remove

Coordinate with NWE through CO for removal [1]

(US International sample similar)

Master Units: US Survey Feet

at Scale 1 and text at the default size.

Unless otherwise noted place cells

1.00000Size equals

Place spreadsheet as link.

from model properties.

"Sheet Number" comes

Use enter data fields.

Note HeadingText Style:

(Field can be overwritten)

to obtain good appearance.

Line Length shortened to 24

"Sheet Name" model property.

Automatic field references the

TX = 0:0.16

Title (Vert)Text Style:

Fill in enter data fields

NotesText Style:

]Sheet

1[

c:\m

yfiles\p

w_production\d0267746\mt-

a2013003fa.d

gn

2:17

PM

27

Septe

mber

2017

STATE PROJECTNUMBER

SHEET

1D.MT PARK 2013(1) Checked

by:

Desig

ned

by:

A.

Desig

ner

D.

Checker

08/2017

08/2017

DEMOLITION QUANTITIES

TABULATION OF

]Sheet

2[

c:\m

yfiles\p

w_production\d0267746\mt-

a2013003fa.d

gn

11:05

AM

20

Septe

mber

2017

STATE PROJECTNUMBER

SHEET

2D.MT PARK 2013(1) Checked

by:

Desig

ned

by:

A.

Desig

ner

D.

Checker

08/2017

08/2017

Excel style: StationSide

Verdana 8 italic

Excel style: BodyLeft

Verdana 8 italic

Excel style: StationBegin

Verdana 8 italic

Excel style: StationEnd

Verdana 8 italic

Excel style: StationSideEnd

Verdana 8 italic

Excel style: StationBegin

Verdana 8 italic

Excel style: Heading

Verdana 8 italic

Excel style: PayItem

Verdana 10 bold italic

sizes within the spreadsheet

This sheet describes text

Excel style: Body

Verdana 8 italic

Excel style: Footer


105

PT

106+

58.0

3

PC

108+

49.4

4

110

PT

110+38.4

7

4,7

43.0

2

103+

80

4,7

53.8

2

+6.0000

%

-0.3429%

275' VC

K = 43

SSD = 308'

109+

00

4,7

52.0

4

100' VC

K = 644

SSD = 6999'

-0.4982%

Text Style: Heading

Dimension Style: Limits/Section

at a scale of 1

Bring in North arrow

]U

SC

Sheet

[c:\m

yfiles\p

w_production\d0267745\of2

4701_fa.d

gn

1:42

PM

31

August

2017

STATE PROJECTNUMBER

SHEET

D.2OR PFH 247(1) Checked

by:

Desig

ned

by:

A.

Desig

ner

D.

Checker

08/2017

08/2017

D

e= 0.056

L= 512.15'

T= 278.52'

R= 525.00'

D

e= 0.032

L= 189.02'

T= 94.62'

R= 1,650.00

Existing pavement surface

End

subexcavation

104+

25

CONNECTION DETAIL

Aggregate base

Asphalt pavement

backfill (select borrow)

Subexcavation

Section

No.1,

See

Sheet

C.2,for

Typical

Matc

hexisting

pave

ment

102+

00

APPROACH SYMBOL

Mainline station Type

Approach grade

171+04

-4.8

%R=3.5'

Turning radii (if different

from standard, see

Sheet E.14)

N

reset fence, wood

Remove and

101+98 to 103+61

Proposed edge of pavement

Slope stake limits

Line to be constructed

Existing edge of pavement

Slope stake limits

91

+0

11

%1-

A

CUYD

EXC.

CUYD

EMB.

4700

110+00107+50105+00102+50

4700

4710 4710

4720 4720

4730 4730

4740 4740

4750 4750

4760 4760

4770 4770

4780 4780

377

176

Subexcavation

Profile grade

Existing ground

Dimension Style: Feet-inch

Text Style: Note

NOTE:Excavation and embankment volumes shown below

are not adjusted for shrink/swell.

Refer to OR PFH 247(1) Skyliners Road Right-of-Way

plans for permanent and construction easement

boundary descriptions.

Pulverize existing pavement and base material, and

conserve where applicable per Subsection 204.09 (b).

1.

2.

3.

WT: 1

LS: 2

CO: 0

Level: Details

A

Scale: 0.01, Text: Notes (straight)

Level: P RDW Approach Road Symbol

Keep number between lines

Text Style: Profile (Vert)

Dimension Style: WFL Quantity

El = 4743.02

E = 3237657.567

N = 376120.248

102+00.00

SKYLINERS ROAD IMPROVEMENTS

OR PFH 247(1)

BEGIN RECONSTRUCTION

Change to Top Left

Text Style: Small (Vert)

Text Style: Note Heading

Text Style: Heading

Text Style: Notes

BEGIN PROJECT

Slope stake limits


4745

4750

4755

4755

4755

4755

CP

121

CP

120

110

PT

110+

38.4

7

PC

111+

21.1

2

115

PT

115+

47.2

1

120

125

117+

75

4,7

47.6

8

-0.4982%

-3.5600%350' VC

K = 114

SSD = 527'

124+

75

4,7

22.7

6

350' VC

K = 117

at a scale of 1

Bring in North arrow

CUYD

EXC.

CUYD

EMB.

4690 4690

4700 4700

4710 4710

4720 4720

4730 4730

4740 4740

4750 4750

4760 4760

4770 4770

Keep number between lines

Text Style: Profile (Vert)


D

R= 1,650.00'

T= 94.62'

L= 189.02'D

R= 1,400.00'

T= 214.70'

L= 426.09'

e= 0.036

115+

87.0

2

B

117+46.5

4

Slope stake limits

Existing edge of pavementProposed edge of pavement


Existing edge of pavementSlope stake limits


NOTE:1.

2.

3.

Excavation and embankment volumes shown below

are not adjusted for shrink/swell.

Refer to OR PFH 247(1) Skyliners Road Right-of-Way

plans for permanent and construction easement

boundary descriptions.

Pulverize existing pavement and base material, and

conserve where applicable per Subsection 204.09 (b).

-10%

125+10A1

23+83

-10

%

A

N

110+00 112+50 115+00 117+50 120+00 122+50 125+00

7

1,198

109

Approach Plan and Profile

See Sheet E.3 for

Sno-Park Parking Area.

Text Style: Notes

FO

REST

RO

AD

430

Checked

by:

Desig

ned

by:

A.

Desig

ner

D.

Checker

08/2017

08/2017

into sheet

Copied and rotated

Produced in Geopak

Manually add super

B

Profile grade

Existing ground

Diameter = 0.02, Text: Notes (straight)

Level: P RDW Approach Road Symbol

]U

SC

Sheet

[c:\m

yfiles\p


4701_fb.d

gn

12:37

PM

27

Septe

mber

2017

STATE PROJECTNUMBER

SHEET

D.3OR PFH 247(1)

9 15

4725

4730

4735

4740

4740

4745

4745

4750

4750

4750

4755

GPS

4

DESCHUTES NATIONAL FOREST

TAXLOT 181000 00 00800


TAXLOT 181000 00 00800


TAXLOT 181000 00 00800


TAXLOT 181000 00 00800

APPROACH SURFACING

Edge

ofshould

er

Edge

ofpave

ment

Edge

oftr

avele

dway

MP 24.38

20'

3" compacted depth

Minor hot asphalt concrete pavement,

method 2, 6" minimum depth

Roadway aggregate,

10' min.

CONNECTION TO EXISTING ROADWAY

See Typical Section

MP

22.0

and tack joint face

Saw cut vertical

Existing pavement

50'

20lnft,10to

ns

ashpahlt

concrete

MP

22.7

Paveroad

approach,

32to

ns

asphalt

concrete

Paveroad

approach,80lnft,

MP

23.6

9(Todd

Lake

Road)

33to

ns

asphalt

concrete

Paveroad

approach,60lnft,

MP

23.6

9(Todd

Lake

Road)

MP

22.0

BE

GI

NP

ROJE

CT

PF

H46-1(4)

MP

23.0

36to

ns

asphalt

concrete

Paveturnout,

MP

25.5

3to

MP

25.5

6

8to

ns

asphalt

concrete

31to

ns

crushed

aggregate,

MP

24.3

8Paveroad

approach,20lnft,

courseto

scouredinlet,

3-in

ch

co

mpacte

ddepth

MP

25.1

2Apply

4sqyds

aggregate-to

psoil

32to

ns

asphalt

concrete

Paveroad

approach,65lnft,

MP

25.8

5(Sparks

Lake

Road)

MP

24.0

MP

25.0

MP

26.0

NO SCALE

RoadConnection

Detail is located in Saved View:

ApproachSurfacing

Detail is located in Saved View:

LINE GRAPH

HeadingText Style:

SubHeadingText Style:

3. Reference details in Sheet Model

2. Annotate details in Drawing Model

1. Draw detail to scale in Design Model

Procedure:

Note HeadingText Style:

NotesText Style:

Label sheet title in Model Properties

1WT:

D_DetailsLV:

ByLevel (6)WT:

P_HAL_CenterlineLV:

NotesText Style:

NOTE:

D_DimensionsLV:

(modify style with Bold)


FeetDimension Style:

DotDimension Style:

NotesText Style:

NoteType:

Template: PlanDetails-Sur.dgn

B.US.SheetCell:

2. Dispose of excavated material according to Subsection 203.05(a).

1. Pave existing approaches to match existing road width and radii.

]Sheet

[c:\m

yfiles\p


464ld.d

gn

1:39

PM

18

Septe

mber

2017

STATE PROJECTNUMBER

SHEET

4D.OR PFH 46-1(4)Checked

by:

Desig

ned

by:

A.

Desig

ner

D.

Checker

08/2017

08/2017


FeetText Style:

NoteType:

GPK FILE DATED JAN 24, 2007

STATE PLANE COORDINATES GEO COORDINATES POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID HEIGHT

COMBINED FACTOR DESCRIPTION NOTE:

Pt ID Northing Easting Ortho Elev Latitude Longitude Elipsoid Ht Combined SF Description 1.

25152 1859510.382 2654773.417 184.632 56° 55' 30.72664" 133° 49' 21.69783" 188.825 0.999892912 5/8" IRON ROD W/RED PLASTIC CAP







PROJECT: KAKE-SEAL PT ROAD FIELD WORK: FEBRUARY 2005

PROJECT UNITS: US SURVEY FOOT HORIZ.DATUM: NAD83 STATE PLANE, ALASKA ZONE 1 (5001) VERT DATUM: NAVD88, BASED ON GEOID99

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

c:\m

yfile

s\pw

_pro

duct

ion\

dms0

3707

\[af

0400

2gz.

xlsx

]She

et18

-Nov

-201

6 10

:45

A.

Des

igne

r --

/---

-D

. Che

cker

--

/---

-D

esig

ned

by:

Che

cked

by:

STATE PROJECT

D.10

SHEET NUMBER

PFH 40(2) AK

SURVEY CONTROL

Use Survey.xlsx template for this sheet. State, Project and Sheet Number set on Information

Fill in Designed and Checked by names and dates on the Information tab.

Right-hand columns and bottom rows available for optional notes when required.

Survey control point information provided by Survey.

Saved View: Fish_HASaved View: Chick_HASaved View: Bonnie_HA

PC

100+

77.0

0

PT

101+

30.8

4

PO

T102+

05.8

1

PO

T100+

00.0

0

R= 300.00'

T= 26.99'

L= 53.84'

D

N

S20°36'33"W S10°19'37"W

100

3875

N

PO

T200+

00.0

0

PC

200+

51.0

9

PT

200+

95.8

6

D

R= 100.00'

T= 22.76'

L= 44.76'

PC

201+

45.0

3

D

R= 450.00'

T= 209.13'

L= 391.54'

PT

205+36.5

7

S18°50'24"W

S6°48'28"E

4115

200

205

PO

T300+00.0

0

PT

304+

30.5

8

D

R=741.93'T=121.52'L=240.90'

PC

C301+

89.6

8

PC

C300+

81.1

1

PC

300+31.8

3

D

R= 500.00'

T= 54.50'

L= 108.57'

D

R=100.00'T=25.15'L=49.28'

N

4405

N83°3

2'1"

E300

100+

18

863.9

8

-2.0000%

864.3

4

100+

48

863.3

8

-2.1330%

101+

08

862.1

0

+4.309

0%

866.2

8

120' VC

K = 19

200+

22

859.4

3

-5.5280%

860.6

4

200+

55

858.7

7

-2.0000%

200+

85

858.1

7

204+

00

843.5

4

-4.6456%

-0.5000%

842.8

9

250' VC

K = 60SSD = 438'

K = 23

60' VC

-0.8835%

+6.77

00%

300+

23

1,6

98.5

7

+1.3141%

1,6

98.7

0

300+

80

1,6

99.3

2

1,7

10.1

5

60' VC

K = 11


100+00.00

3875+66.20=



200+00.00

4113+79.68=

Existing ground

Existing ground

Existing ground

Profile grade

Profile grade

Profile grade

BONNIE LAKE ROADCHICKALOON RIVER ROADFISH LAKE ROAD

Center in box

Change to NO Italics

Text Style Heading

Text Style: Notes

Text Style: Notes

865

860

855

850

845

840

835

880

875

870

865

860

855

850

845

1725

1720

1715

1710

1705

1700

1695

1690

Move numbers off vertical line


Take Off Italics


Take Off Italics


300+00.00

4402+78.06=

870

100 101 102 200 201 202 203 204 205 300 301 302 303 304

12

14

2

3012

2CUYD

EXC.

CUYD

EMB.

12:40

PM

27

Septe

mber

2017

]Sheet

[c:\m

yfiles\p

w_production\d0267746\ak-13501ga.d

gn

D.

Checker

A.

Desig

ner

08/2017

08/2017

Checked

by:

Desig

ned

by:

STATE PROJECTNUMBER

SHEET

E.1AK DOT 135(1)

See paving details

CL

21' (max.)

road

way

width

Edge

ofexisting

road

way

width

Edge

ofexisting

turnout roadbed

Pay limit of

Edge

ofturnout

Constr

uctionli

mit

(max.)

5'

Cle

arin

gli

mit

Varies(max.)

2'

3'

1:2

(max.)

1:1.5

1'

Matchgrade

ON CUT SIDE

TYPICAL TURNOUT SECTION

See paving details

CL

21' (max.)

road

way

width

Edge

ofexisting

turnout roadbeds

Pay limit of

Edge

ofturnout

road

way

width

Edge

ofexisting

(max.)

5'

Cle

arin

gli

mit

Constr

uctionli

mit

Matchgrade 1:2 Varies(max.)

1:1.5

ON FILL SIDE

TYPICAL TURNOUT SECTION

(max.)

2'

CL

Varies

Edge

of

mainline

road

way

Edge

ofturnout

pavement vertically

Sawcut existing

Existing road surfaces

3" Asphalt concrete pavement, type 2

5" Roadway aggregate, method 2

1:3

TURNOUT PAVING DETAIL

PERMANENT

CL

Edge

ofturnout

road

way

Edge

of

mainline

pavement vertically

Sawcut existing

1:3

Varies

Existing road surfaces method 2

6" Roadway aggregate,

TURNOUT PAVING DETAIL

TEMPORARY

taper out

10'

25'

taper in

10'

of Mainline roadwayCL

CL

21'(m

ax.)

widening widthVaried turnout

roadway width

Edge of existing

road

way

Varie

d

width

TYPICAL TEMPORARY AND PERMANENT TURNOUT PLAN

BALD MOUNTAIN AND BIBLE CREEK ACCESS ROAD

NOTE:

TURNOUT DETAILS

4.

3.

2.

1.

NO SCALE

Text Style: Heading

Text Style: Notes

Text Style: Notes

Units : Show Secondary Units

Text Orientation: Horizontal

Dimension Style: Feet

Scale: 1

Cell: Centerline

under Section 646.

compatable with adjacent roadway construction. Perform work

Construct side slope ratio and degree of finish of approaches

Do not start construction without written approval from CO.

and finalize the turnout dimensions.

fill depth for the CO approval. The CO will make adjustment

Stake out the turnouts, marking the widening widths, cut and

will not exceed 2 vertical feet.

determined by the CO. Cut slopes and fill slopes of

Locations of permanent and temporary turnouts will be

]Sheet

[c:\m

yfiles\p

w_production\d0267745\or-b-sal4

072701ec.d

gn

12:53

PM

27

Septe

mber

2017

STATE PROJECTNUMBER

SHEET

E.4OR BLM SAL 040727(1) Checked

by:

Desig

ned

by:

A.

Desig

ner

D.

Checker

11/2016

11/2016

NOTE:

FOOTNOTE:

field conditions as approved by the CO.

alignment of new approach is at an angle. Adjust radii to meet

1. Continue approach radius as required if connection to existing

TYPICAL APPROACH ROAD PLAN

EXISTING ROAD APPROACH

TYPICAL CONNECTION TO

Length (L1)

Approach length

constr

uction

Edge

ofapproach

TYPE 1 SURFACINGTYPE 2 SURFACING

TYPE 3 SURFACING

LOCATION SYMBOL

STANDARD APPROACH ROAD

LOCATION SYMBOL

STANDARD APPROACH ROAD

APPROACH

PROFILE OF TYPICAL

of Highway

R1 R2 L1 L2TYPE

SURFACINGCOMMENTS

STATION

MAINLINEW

15

15

5

15

15

15

15

15

30

15

15

15

10

30

15

10

15

8

15

10

15

25

15

15

25

10

10

15

15

12

12

12

12

18

12

20

14

14

28

14

14

14

14

14

14

12

14

14

14

14

14

14

14

14

14

14

14

14

ROAD SECTION

TYPICAL APPROACH

(WITH APPROACH STATIONING)

of Highway

Edge

ofshould

er

otherwise noted in plans

-15% max. Unless

otherwise noted in plans

+15% MAX. Unless

L1

Travel width

W

[1]Variable

1'

10' chord

a 2" depression in a

exceed a 3" hump or

Vertical curves not to

[4]±2%

shoulder

Edge of

W

6" compacted depth

Subbase grading B,

(see below)

Surfacing, type 1, 2 or 3

Edge of shoulder

profile and superelevation

to match existing road

Taper roadway aggregate

road approach

Profile of existing

6" compacted depth

Subbase grading B,

6" compacted depth

Roadway aggregate, grading B,

6" compacted depth

Roadway aggregate, method 1,

Designation)

(Approach Road

Approach xxx+xx

Mainline xx+xx=

of Highway

Point G

stationing

Mainline

212+

00

%

unless otherwise shown on plans

of approach beyond Point G,

Grade shown is designated grade

Width (W)

Length (L2)

of Highway

Point G

PavementSlope

1:4

Existing ground

[2]Fill slope rounding

1:3

1:42%

varies

Surfacing section

limit

Soilstabilization

Length(L2)

(L1)

Length

Length(L2)

Length(L2)

(L1)

Length

(L1)

Length

Clearing limit

Hu

mp

Depressio

n

154+72, RT

154+72, LT

148+60, RT

147+55, LT

126+65, RT

117+50, RT

99+70, LT

76+45, RT

70+70, RT

69+25, LT

62+40, LT

59+00, LT

37+15, RT

36+50, LT

36+05, RT

35+90, RT

32+50, RT

32+50, LT

32+25, LT

31+50, RT

31+50, LT

30+70, LT

27+30, RT

22+34, RT

18+30, LT

1006+80, LT

1003+75, RT

1003+25, LT

1001+80, RT

[2]Cut slope rounding

3" compacted depth, placed in one lift

type V pavement smoothness

0.3 to <3 million ESAL,

nominal maximum size aggregate,

"43Superpave pavement,

[3]

[1]

Variable

See Sheets E.3 to 6 for variances[4]

See Std. 602-6, Pipe Culvert Inlet Treatment in Cut Slopes[3]

Round cut and fill slope as shown on Sheet C.2[2]

approaches shown on Sheets E.3 to 6.

Staking report data listing, (FAR clause 52.236-4) for

on the plans. Construct slopes and ditches as shown in the

with adjacent roadway construction, unless otherwise shown

Construct side-slopes of finished approaches to be compatible[1]

R2

Variable

R1

(L1)

Pavin

gli

mit

APPROACH ROAD DATA TABLE

limit

Soilstabilization

(WITHOUT APPROACH STATIONING)

15

15

15

15

15

15

15

10

30

15

15

15

30

30

10

15

15

15

8

5

15

10

15

15

25

15

15

15

15

5

5

5

5

5

5

5

5

5

15

15

11

11

15

26

15

15

15

15

15

15

26

16

15

15

15

15

15

15

24.4

16.0

29.4

21.7

26.0

15.8

16.4

28.0

100.0

31.3

60.0

60.0

35.4

80.0

53.3

43.9

83.0

18.3

18.0

59.9

42.6

80.0

80.0

34.7

100.0

24.1

25.2

40.8

27.7

1

1

1

1

1

1

1

1

1

1

1

1

1

3

1

1

1

3

2

1

1

1

1

1

1

1

1

1

1

State Park Entrance

Concrete, 4" depth

Utility Access

Utility Access

Utility Access

Utility Access

Beehive Road

Boy Scout Camp

Boy Scout Camp

Forest Ridge Dr.

placed in one lift

3" compacted depth,

type V pavement smoothness,

0.3 to <3 million ESAL,

nominal maximum size aggregate,

" 43Superpave pavement,

DETAILS

APPROACH ROAD

CL

CL CL

CL

CL

14

30

]Sheet

[c:\m

yfiles\p

w_production\d0267746\wf2

161qb.d

gn

1:35

PM

27

Septe

mber

2017

STATE PROJECTNUMBER

SHEET

2E.WA PFH 216-1(1) Checked

by:

Desig

ned

by:

A.

Desig

ner

D.

Checker

09/2017

09/2017

A

HeadingText Style:

Table HeadingText Style:


CenterlineCell:

B.US.SheetCell:

Table HeadingText Style:

HeadingText Style:

NotesDimension Style:

Use Dimension Element command

Change alignment to Arbitrary

(removes arrow on one side)

Uncheck start or end dimension



Table ItemLV:

Change alignment to Arbitrary




Use Dimension Linear command

Template: PlanDetails-Sur.dgn

0WT:

D_TablesLV:

2WT:

D_TablesLV:

Table ItemText Style:

2WT:

D_TablesLV:

RoadApproachCell:


NotesText Style:

NoteType:

1.2800Line Spacing:

D_TablesLV:

Table ItemText Style:

QUANTITIES

EROSION CONTROL

TABULATION OF

]U

SC

Sheet

[c:\m

yfiles\p


4701_da.d

gn

1:48

PM

18

Septe

mber

2017

STATE PROJECTNUMBER

SHEET

F.1OR PFH 247(1) Checked

by:

Desig

ned

by:

A.

Desig

ner

D.

Checker

08/2014

08/2014

Size: 10 (Bold and Italics)

Text: Verdana

In Excel:

Size: 8 (Italics)

Text: Verdana

In Excel:

Size: 8 (Bold & Italics)

Text: Verdana

In Excel:

Right Justified

Size: 8 (Bold & Italics)

Text: Verdana

In Excel:

Copy and link in at scale of 1.0

Tables created in Excel sheet.

110

PT

110+

38.4

7

PC

111+

21.1

2

115

PT

115+

47.2

1 120

125

105 P

T106+

58.0

3

PC

108+

49.4

4 110 P

T110+

38.4

7

N

N

PLANS

EROSION CONTROL

Text Style: Heading



Text Style: Note


scale: 1

Cell: North arrow

]U

SC

Sheet

[c:\m

yfiles\p


4701_db.d

gn

1:49

PM

18

Septe

mber

2017

STATE PROJECTNUMBER

SHEET

F.2OR PFH 247(1) Checked

by:

Desig

ned

by:

A.

Desig

ner

D.

Checker

08/2017

08/2017

Fiber rolls, typ.

Silt fence, typ.

BEGIN PROJECT

102+00.00

BEGIN RECONSTRUCTION

LEGEND:Check dam, typ.

Slope stake limits


Slope stake limits


See Sheet F.17 for details.

Install soil erosion control, fiber rolls, across ditch.


Install soil erosion control, fiber rolls.


Install soil erosion control, check dams.


Install soil erosion control, silt fence.

4725

4730

4735

4740

4740

4745

4745

4750

4750

4750

4755

4745

4750

4755

4755

4755

4755

946

945+60

5 0 5 10 15 20

3485

3485

N

SCALE IN FEET

NPS Drwg. No. 101/109186

NPS PMIS No. 54348

PLAN AND PROFILE

945+82 CULVERT

HYDRAULIC INFORMATION PIPE

LENGTH: 60 FT

PIPE SLOPE: 0.03 FT/FT

INLET OUTLET

LOWER BEVEL HEIGHT: 18"

Q : 31 CFS2

Q50

OHW

50HW: 146 CFS

ACTIVE CHANNEL WIDTH: 8 FT

FISH SPECIES:

INSTREAM WORK WINDOW:

: 1.5 FT

: 505 FTTYPE: CMP-AL-ST TYPE 2

INFILL TYPE:

SPAN: 72"

WALL THICKNESS: 0.138 IN.

RISE: 72"

FLOWLINE SLOPE:

SBM TYPE:

INV N/E ELEV.: 928881/1652101/3483.8

LOWER BEVEL HEIGHT: 18 "

BURIAL DEPTH: 0 "

BEVEL: PARTIAL 1.5(H):1(V)

HEADWALL: RIPRAP

INV N/E ELEV.: 928832/1652135/3482.0

BURIAL DEPTH: 0"

BEVEL: PARTIAL 1.5(H):1(V)

HEADWALL: RIPRAP

3500

3490

3480

347050 40 30 20 10 0 10 20 30 40

11

4'6'

]U

SC

Sheet

[c:\m

yfiles\p

w_production\d0267745\gla

c01022_gc.d

gn

3:25

PM

5Septe

mber

2017

STATE PROJECTNUMBER

SHEET

I.3MT PRA GLAC 10(22) Checked

by:

Desig

ned

by:

A.

Desig

ner

D.

Checker

09/2017

09/2017

Mcdonald

Creek

LC

LC

LC

LC

(ty

p.)

5'

(ty

p.)

5'

10'

16° LT

3'

3'

from file in Plan Sheets

Refernce into sheet

Stxt Style: Notes

Level: D-Dimensions

Put () for (typ.), (min.) and (max.)

Check box in DimStyle to showSecondary Units

Text Style: Noes

Level: D Dimensions

Cell: Riprap

CO, LC, WT = ByLevel

Level: P HYD Hydraulics

Cell: North

Scaled to fit Profile

Turn off Italics

Text Style: NotesExisting stream bottom

Existing ground

Proposed road

Proposed grade

Class 4 riprap headwall

Existing channel bottom

Proposed culvert invert

discharge apron

Class 5 riprap

Class 5 riprap headwall

stream edge

Existing

Install 72" dia. pipe culvert

headwall

Class 5 riprapCulvert

945+81.62

culvert

Proposed

road edge

Proposed

edge

Existing road

road

Proposed

36" CMP, (2 total)

Remove existing

grade contour

Existing

riprap headwall

Class 5

discharge apron

Class 5 riprap

estimated quantities of headwalls and footings.

See Tabulation of Drainage Quantities for locations and

diameter than original culvert.

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

For existing headwalls being reset, reset headwall to original

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

unless shown otherwise on the plans.

Construct headwalls parallel to the line and grade of the roadway,

4.

3.

2.

1.

DRAINAGE DETAILSNO SCALE

NOTE:

ROUND PIPE

FRONT ELEVATION SIDE ELEVATION

Concrete footing

L

D

4"(min.)

B

6" 6"

12"

DA

12"

H

flush with face of headwall

Cut end of skewed culvert

seiraV

Text Style: Sub-Heading


Text Style: Notes

Excel style: PayItem


Excel style:

Verdana 8 italic

Text Style: Notes

Dimension Style: Feet-Inch

Text Style: Notes

Cell Soil at 1

Annotation

Text Style: Heading

CO: 0, LC: 2, WT: 1

Line Style: D Details

CO: 0. LC: 3. WT: 1

Line Style: D Details

AccuDraw: off

CO: 0, LC: 0, WT: 1

B-Spline by Points

AccuDraw: off

CO: 0, LC: 3, WT: 0

B-Spline by Points

Text Style: Notes

]U

SC

Sheet

[c:\m

yfiles\p

w_production\d0267745\gla

c01022es.d

gn

10:07

AM

20

Septe

mber

2017

STATE PROJECTNUMBER

SHEET

H.19MT PRA GLAC 10(22) Checked

by:

Desig

ned

by:

A.

Desig

ner

D.

Checker

09/2017

09/2017

SG14-26

BH

110

580

590

600

610

580

590

600

610

3000+003000+503001+00

Top of wall

Bottom of wall

N

FAIRHOLM STORE

BEGIN MSE WALLEND MSE WALL

PI

3000+

36.8

3

PI

3000+

76.4

4

101102103

104105

106108

109110

111112

113

114

115

116

117

100

107

585

600

605

111

El= 601.35

E= 886946.034

N= 404525.025

El= 601.41

E= 886,882.840

N= 404,589.415

29.68' RT

109+25.19 (Main)

3000+95=

55.61' RT

110+10 (Main)

3000+00=

109+90 to 110+75

MSE WALL

610

600

590

580

3001+00 3000+50 3000+00

610

600

590

580

See Section C for details

half width.

Construct deep patch type 1,

110+20 to 110+85, LT

Text Style: Notes

Text Style: Subheading

and then place second arrow

Hold 'Ctrl' when placing first arrow

Dim. Style: Limits/Section

Text Style: Heading

Text Frame: turn on Box

Dimension Styles: under Notes/

Text Style: Notesinto this sheet.

Create in Excel sheet and link

back face of wall

Existing ground at

Remove existing wall

NPS Drwg. No. 149/128320

NPS PMIS No. 184701

Text Style: Small (Vert) Straight

]Sheet

[c:\m

yfiles\p

w_production\d0267746\oly

m01109-wc.d

gn

2:14

PM

27

Septe

mber

2017

STATE PROJECTNUMBER

SHEET

H.5WA NPS OLYM 11(9) Checked

by:

Desig

ned

by:

A.

Desig

ner

D.

Checker

08/2017

08/2017

Vertical datum = Assumed

Text Style: Note heading

GPS

14210

585

585590

590

595

595600

600

605

595590

3000

Scale in miles

0 181

41

21

ROAD WORK

END

ROAD

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD WORK

END

SPEED

LIMIT

25

ROAD CLOSED

1 MILE AHEAD

ROAD CLOSED

ROAD WORK

END

ROAD CLOSED

MISSION RIDGE RD

MISSION RIDGE RD

EMERGENCY TRAVEL ONLY

APRIL 16 - OCT 31


APRIL 16 - OCT 31

APRIL 16 - OCT 31


USE EXTREMECAUTION

CYCLESMOTOR

CLOSED TO PUBLIC USE

MISSION RIDGE ROAD

MISSION RIDGE ROAD

MP 0 - MP 4

ROAD WORK

EXPECT DELAYS

CLOSED TO PUBLIC USE

MISSION RIDGE ROAD

ROAD

CLOSED

SPEED

LIMIT

25

ROAD

WORK

AHEAD

ROAD

CLOSED

SIGNING

TRAFFIC CONTROL

TEMPORARY

Ski Resort Area

W20-1

6

R2-1

3

REF-3

14

G20-2

1

SquilchuckCreek

MISSION RIDGE ROAD

G20-2

1

W20-1

6

W16-8

5

SQUILCHUCK

STATEPARK

W20-1

6

G20-2

1

SQ

UILC

HUCK

RD

ToWenatchee

Route

9712

NationalF

orest

Lookout

Beehive Mt

BEEHIVE

RESERVOIR

W16-8

5

W16-8

5

W16-8

5

R11-2

2

W16-8

5

Ref-2

13

W21-1701

18

R2-1

3

W20-1

6

Ref-1

12

Min

ers

Run

Creek

NationalForest

Route

9712

NOTE:

FOOTNOTE:

4.

3.

2.

1.

1200 - two locations).

Place Ref-4 at Beehive Road trail heads (Forest Trail[2]

See Washington DOT Sign Fabrication Manual.[1]

N

BARRICADE, TYPE 3

R11-2

2

REF-4

15[2]

[1]

]SurFt

Sheet

[c:\m

yfiles\p

w_production\d0267746\wf2

1601_nb.d

gn

1:37

PM

27

Septe

mber

2017

STATE PROJECTNUMBER

SHEET

N.2WA PFH 216-1(1) Checked

by:

Desig

ned

by:

A.

Desig

ner

D.

Checker

09/2017

09/2017

signing.

See Sheets K.3-5 for additional temporary traffic control

The location of the signs will be approved by the CO.

Legend: Black, non-reflectorized

Background: Orange, reflectorized

Construction sign colors:

Cover signs Ref-2, Ref-3 and Ref-4 when not in use.

Cell: Sign.1Post Cell: G20-2

Text Style: Times New Roman

Level: D-Dimensions

Level: P TC Construction Traffic Control

Cell: R2-1

Cell: W20-1

Font: Arial

Level: D-Dimensions

Cell: R11-2

Text Style: Notes

Level: D-Dimensions

Font: Arial

Level: D Dimensions

Cell: Barricade.3

DETOUR PLAN

ROAD CLOSEDTO

THRU TRAFFIC

ROAD CLOSEDTO

THRU TRAFFIC

CLOSED

ROAD

AHEAD

AHEADDETOUR

DETOUR

DETOUR DETOUR

DETOUR

END

DETOUR DETOUR

CLOSED

ROAD

AHEAD

AHEADDETOUR

CLOSED

ROAD

AHEAD

DETOUR

AHEADDETOUR

DETOUR

DETOUR

DETOUR

DETOUR

PALMER JUNCTION ROAD

MIDDLEROAD

MIDDLE ROAD

HA

RTF

OR

DL

AN

E

GO

RD

ON

CR

EE

KR

OA

D

9THAVE.

HW

Y204

DA

OR

KE

ER

CN

O

DR

OG

W20-3

W16-8P

W20-2

W20-2

W20-2

W20-3

W16-8P

W20-3

W16-8P

W16-8P

W16-8P

W16-8P

W16-8P

W16-8P

W16-8PW16-8P

W16-8P

M4-9L

M4-9L M4-9R

M4-9R

M4-9L

W16-8P

M4-8

M4-8

M4-8A

R11-4

M4-10R

R11-4

M4-10L

M4-8

Gordon Creek Culvert

131+50

24+86

25+90

144+30

180+

00

182+

50

140

130

120

110

100

Text Style: Notes

Text Style: SubHeading

Scale: 0.02

Cell: Signs

N

Scale: 1

Cell: North

Scale: 1.00

Sign 1Post

Cell: Work_dd

]U

SC

Sheet

[c:\m

yfiles\p


4604_nb.d

gn

2:30

PM

31

August

2017

STATE PROJECTNUMBER

SHEET

G.2OR PFH 146(4) Checked

by:

Desig

ned

by:

A.

Desig

ner

D.

Checker

08/2017

08/2017

Barricade, type 3

Barricade, type 3

Barricade, type 3

Barricade, type 3

40 50 60 70

150

160

170

30

25

NOTE:

DETAILS

SPECIAL SIGN PANEL

Recreation symbols are 12" x 12" with borders.

All signs are white on brown unless otherwise noted.

2.

1.

4'-0"

5'-6"

"854 "8

54"4338"8

54 "854"4

338

4'-0"

5'-6"

4'-6"

2'-6"

2'-6"

4'-6"

"833

5C

"415

5C

5"

12"

5"

5C

5"

12"

"833

"833

5C

"415

5"

5"

12"

5"

5"

5"

12"

"833

"216

5"

"2118

4"

12"

5"

5C

4"

4"

12"

5"

5C

4"

"216

5"

"2118

30"

30"

"21

"43

REF-1 REF-2

REF-3 REF-4

"43TH=0

R= 3"

BORDER

"43TH=0

R= 3"

BORDER

"43TH=0

"41R= 2

BORDER

"43TH=0

"41R= 2

BORDER

W8 - SPECIAL

on yellow background)

(Black lettering and borders

1.88" R

"8515

4C

"851

4C

"8515

and referenced into sheet

Signs created in GuidSIGN to Horizontal

Change Text Orientation

Dimension Styles

Orientation is Aligned

Dimension Style

Text Style: Sub Heading

Text Style: Notes

use Spacing of 1

Two Lines in Title

Text Style: Notes

Text Style: Sub Heading

]Sheet

[c:\m

yfiles\p


4701_py.d

gn

1:40

PM

27

Septe

mber

2017

STATE PROJECTNUMBER

SHEET

I.25OR PFH 247(1) Checked

by:

Desig

ned

by:

A.

Desig

ner

D.

Checker

08/2017

08/2017

25

MPH

25

MPH

105

110

110

115

120

125


Checked

by:

Desig

ned

by:

A.

Desig

ner

D.

Checker

08/2017

08/2017

N


Text Style: Heading

102+00.00

BIKE LANE

ENDS

BIKE LANE

Install sign system R3-17

type B, solid double yellow centerline

Apply pavement markings,

sign system

Remove and reset

See Sheet I.22 for Detail

white bycycle symbol, (typ.)

Apply pavement markings, type B,


reset sign system

Remove and

to remain in place

Science School"

"Cascade

Existing sign

reset sign system

Remove and

edge of pavement

Proposed

edge line, 8" width

type B, solid white


N

BIKE LANE

BIKE LANE

See Sheet I.22 for Details

symbols, type B, bicycle.


reset sign system

Remove and

Proosed edge of pavement




Install sign system REF-1

to remain in place

Existing signs

Install sign system REF-2

sign system

Remove and reset

See Sheet I.22 for details




edge line, 4" width

type B, solid white

Apply pavement markings

solid white edge line 8" width

Apply pavement markings, type B,

sign system

Remove and reset

Remove sign system

See Sheet I.21 for details

"25 MPH" word message.

symbols type B white,


sign system

Remove and reset

17

16

15

CO: 4, LC: byLevel (0), WT: 1

Level: P TC Markings Pavement

CO: 4, LC: byLevel (0), WT: 2


Text Style: Notes

PLAN

TRAFFIC CONTROL

PERMANENT

in direction of traffic.

Place bicycle symbol at center of bicycle lane, facing forward1.

NOTE:

]U

SC

Sheet

[c:\m

yfiles\p


4701_pd.d

gn

10:05

AM

20

Septe

mber

2017

STATE PROJECTNUMBER

SHEET

I.4OR PFH 247(1)

a scale of 1

Cell: North at

BEGIN PROJECT

25 MPH 25 MPH 125

130

135

140

20 25

26

140

145

150

155

30

31

Checked

by:

Desig

ned

by:

A.

Desig

ner

D.

Checker

08/2017

08/2017

Text Style: Notes

SPEED

45

SPEED

25

system OR2-1

Instrall sign

system R4-7

Install sign

"National Forest Boundary Marker"

Existing sign to remain,

system R3-17

Install sign

system R3-17

Install sign

BIKE LANE

BIKE LANERIV

ER

RO

AD

reset sign system

Remove and

system R4-7

Install sign reset sign system

Remove and

and reset sign

Remove

See Sheet I.22 for detail



for Raised Island Detail

See Sheet I.24

Painted Island Layout detail

See Sheet I.23 for

reset sign

Remove and

type B, solid white edge line, 4" width


N

at right

See Striping detail




sign system

Remove and reset


type B, white, "25 MPH" word message.

Apply pavement markings, symbols,



Apply pavement markings, symbols, type B, solid white edge line, 8" width


MILL

RO

AD

sign system

Remove and reset















Apply pavement markings, symbols,BIKE LANE

BIKE LANE

system R3-17

Install sign

system R3-17

Install sign




BO

ULD

ER

RO

AD system R4-7

Install sign

system R4-7

Install sign

Raised Island Detail

See Sheet I.24 for

Painted Island Layout Detail

See Sheet I.23 for

Remove signs

system OR2-1

Install sign

reset sign system

Remove and

reset sign system

Remove and

type B, solid white edge line, 8" width


of pavement

Proposed edge



PLAN

TRAFFIC CONTROL

PERMANENT

in direction of traffic.

Place bicycle symbol at center of bicycle lane, facing forward1.

NOTE:

CO: 0, LC: ByLevel (0), WT: ByLevel: (0)


CO: 4, LC: ByLevel (0), WT: 1


Turn BOLD off

Text Style: Heading

Text Style: Notes

NN

]U

SC

Sheet

[c:\m

yfiles\p


4701_pe.d

gn

10:06

AM

20

Septe

mber

2017

STATE PROJECTNUMBER

SHEET

I.5OR PFH 247(1)

Documents

Miscellaneous Sample Sheets