wa_nps_olym_2019(1)_planset.pdf

5/18/2019

BRENT L COE Digitally signed by BRENT L COE Date: 2019.06.21 10:54:42 -07'00'

WA NPS OLYM 2019(1) A.2

NPS PMIS No. 207002/NPS Drwg. No 149/150819

Sheet and Description

SECTION C SECTION D SECTION E SECTION G

TYPICAL SECTION EROSION CONTROL DRAINAGE TEMPORARY TRAFFIC

CONTROL ALLOWANCE Bid

Schedule

A0001 15101-0000 MOBILIZATION LPSM ALL

A0006 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0011 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0016 15401-0000 CONTRACTOR TESTING LPSM ALL

A0021 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0026 15702-1000 SOIL EROSION CONTROL, TEMPORARY

DIVERSION CHANNEL LPSM All ALL

A0031 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 600 600

A0036 20102-0000 CLEARING AND GRUBBING LPSM All ALL

A0041 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 75 15 90

A0046 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 73 4 77

A0051 60201-1400 60-INCH PIPE CULVERT LNFT 146 14 160

A0056 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM

CAPACITY HOUR 10 10

A0061 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT

MINIMUM RATED CAPACITY BUCKET,

30-INCH WIDTH HOUR 10 10

A0066 62301-0000 GENERAL LABOR HOUR 20 20

A0071 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH

DEPTH SQYD 155 10 165

MileStone: 100% Date Completed: In Progress Report Date: 06/19/19

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-J un

-2

4:

P

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities c:

\p w -w or k\ d0 su m m ar y.

xl sm

]S he et

STATE PROJECT

B.1NPS OLYM 2019(1)WA

SHEET

NUMBER

GPS

SOUTH3

GPS

SOUTH2

6'' depth

Roadway aggregate

Not to be disturbed

Trail match existing edge of roadway

Roadway aggregate match existing edge of roadway

Roadway aggregate

Ditch

Existing edge of roadway

Existing edge of roadway

Existing edge of roadway

Existing edge of roadway

Existing edge of gravel

Existing edge of gravel

Existing edge of gravel

14'

14'

BEGIN CONSTRUCTION

BEGIN CONSTRUCTION

END CONSTRUCTION

END CONSTRUCTION

E=769703.6

N=226997.3

E=769705.5

N=226947.6

E=769765.8

N=226930.8

E=769771.3

N=226980.4

NPS Drwg No. 149/150819

NPS PMIS No. 207002

Existing culvert

PLAN VIEW

LEGEND

30 60030

SCALE IN FEET

N

Clearing Limits

Clearing limits

Top of bank

Top of bank

Seeding to be done by others. Coordinate with CO.

Remove vegetation as needed to clear slope.

2.

1.

NOTE:

Place conserved topsoil

Place conserved topsoil

STATE PROJECT

NUMBER

SHEET

WA NPS OLMP 2019(1) C.1

:2

A M

J u n e

P la n

S h e e t] c p w w o r k

\d

\o ly m c a .d g n

GPS

SOUTH3

GPS

SOUTH2

NPS Drwg. No. 149/150819

NPS PMIS No. 207002

Trail

Ditch

Existing edge of roadway

Existing edge of roadway

Existing edge of roadway

Existing edge of gravel

Existing edge of gravel

Existing edge of gravel

60-inch pipe culvert

Fiber roll

Fiber roll method A, class 4

Placed riprap, Method A, class 4

Placed riprap, EROSION CONTROL

N

30 60030

SCALE IN FEET

STATE PROJECT

NUMBER

SHEET

WA NPS OLMP 2019(1) D.1

:4

J u ly

P la n

S h e p w w o r k \d

\o ly m d a .d g

NO SCALE

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

U S

C c m y fi le s p w p r o d u c ti o n d m s

W .d g n

J u ly

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

Direction of runof f from distur bed area s sp ac in g ch ar t

S ee F ib er R ol l

Fiber roll ff o n ur f o n oi t c er i

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

Flow larger than fiber roll wood stakes. See Note 2.

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

roll is secure to slope. Live stakes may be used for and install fiber rolls

Step 1: Excavate trench Step 2: Backfill soil against fiber rolls

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

Drive stakes at each end and at 4-foot spacing until fiber fiber roll and space stakes at 4-foot max.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

NOTE:

PLASTIC LINED DIVERSION CHANNEL

RIPRAP LINED DIVERSION CHANNEL

TEMPORARY CULVERT

DIVERSION CHANNEL

SECTION B-B

SECTION A-A

SECTION A-A SECTION B-B

SECTION B-B

PLAN

W

B

W

B

W

B B

W

T T

Ø when scheduled)

Silt fence (typ.

embankment

Roadway embankment

Roadway

Temporary culvert backfill

Subgrade

Bedding

Sandbags

Riprap lining Riprap lining backflow into natural channel

Use sandbags to prevent

Permanent natural channel

Earthwork limits when scheduled)

Silt fence (typ.

See Note 5

Permanent culvert

Roadway centerline temporary barrier

Use sandbags to construct

SandbagsPlastic liner

SSSS

SS SS

D

D D

D

SS

SS

SS SS

5.

4.

3.

2.

1.

FlowFlow

FlowFlow

Plastic liner when scheduled)

Silt fence (typ.

using one of the methods listed in Subsection 204.11(a).

temporary culvert. Compact temporary culvert backfill channel through the roadway embankment with

When specified replace the portion of the diversion liner. Bury the upstream edge of the liner a minimum of

Do not construct with longitudinal joints if using a plastic

Construct channel at a minimum grade of 0.5 percent.

width of the temporary diversion channel.

Use plastic liner or riprap along the entire length and diameter, riprap class, channel dimensions and quantities.

See Erosion Control Section for temporary culvert

A

A

BB

GeotextileGeotextile

Flow

Natural ground and secure with sandbags (typ.)

157-5

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2014

REVISED: 6/2007

STATE PROJECT

A u g u s t

U

S C m y fi le s p w p r o d u c ti o n d m s S td

.d g n

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

DIVERSION CHANNELS

TEMPORARY

6" deep and secure with riprap or sandbags.

2'2'

Bury plastic liner 6" deep

2'2'

NOTE:

with plastic liner or riprap

Temporary diversion channel

10.4 x 16 25101 -0400

60201 -1400

Station

ES

TI

M A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

-I

N C

H P

IP

E

C U

LV

ER

T

S K

EW

A N

G

LE

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

FEET CUYD CUYD LNFT Lt Rt South Beach Campground 1352 75 146 P Yes Yes

PROJECT TOTAL 1352 75 146

Allowable Pipe Material A Aluminum AS Aluminized steel C Concrete GS Galvanized steel P Plastic (blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

\p w

-w or k\ d0

E1 D ra in ag e.

xl sx

]S he et

-J un

-2

1:

P

M K H os sl ey 6/

K H ar ri so n 6/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

E.1

SHEET

NUMBER

NPS OLYM 2019(1)WA

207002 149/150819

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

0+00 0+50 1+00 1+50 2+00

Ground surface

60-inch pipe culvert

(riprap end treatment)

Placed riprap, method A, class 4

(riprap end treatment)

Placed riprap, method A, class 4 class 4, see detail this sheet

Riprap outfall protection

Invert elev. 20.0'

Invert elev. 26.0' see detail this sheet

(riprap outfall protection)

Placed riprap, method A, class 4 see sheet E.3 for details

(riprap end treatment)

Placed riprap, method A, class 4 see sheet E.3 for details

(riprap end treatment)

Placed riprap, method A, class 4

Ordinary High Water

Ordinary High Water elev. 20.0'

E:769659.8314

N:226979.5939 elev. 16.0'

E:769654.4072

N:226982.4250 elev. 16.0'

E:769643.2497

N:226979.8860 elev. 16.0'

E:769646.4420

N:226990.8290 elev. 19.0'

E:769643.5664

N:226971.1484 elev. 19.0'

E:769649.3575

N:227000.8232 elev. 20.0'

E:769663.4274

N:226991.9211 elev. 16.0'

E:769656.7526

N:226990.4649

E:769661.8018

N:226986.3483

E:769801.8415

N:226945.4693

N

Scale in feet

5 0 10 20

Ordinary high water high water

Ordinary

10'

2' b o tt o m c h a n n e l

10'

'-0

STATE PROJECT

NUMBER

SHEET

WA NPS OLYM 2019(1) E.2

NPS Drwg. No. 149/150819

NPS PMIS No. 207002

:1

J u n e

H

Y D

P P

S h e p w

-w o rk \d

\W

A

N P

S

O L

Y M

(1

H

Y D

.d g n

Protect to a bank elev. of 19.0'

Channel elev. of 16.0'

Slope 4.1%

Flo w

Flow

N.T.S.

OUTFALL PROTECTION PROFILE DETAIL

1.5

N.T.S.

OUTFALL PROTECTION PLAN DETAIL

NOTES:

from either polypropylene or high-density polyethylene.

Plastic pipe must have a smooth interior and be constructed 1. PROFILE

PLAN

CULVERT PLAN & PROFILE

NPS Drwg. No. 149/150819

NPS PMIS No. 207002

NOTE:

FOOTNOTE:

DETAILS

RIPRAP HEADWALL

RIPRAP END TREATMENT

Sl op e

FRONT VIEW SIDE VIEW

E.3

STATE PROJECT

NUMBER

SHEET

In t_ ft

D m y f il e s \p w p r o d u c ti o n \d

\m t-a e z .d g n

WA NPS OLYM 2019(1)

:5

A u g u s t

S

L e o

J

N e ig h o r

/2

/2

C h e c k e d b y

D e s ig n e d b y

Contractor to field verify all invert elevations, prior to installation.1.

Riprap end treatment slope to match roadway embankment slope.[1] in the plans material where shown

Conserved streambed

Placed riprap, method A, class 4

Placed riprap, method A, class 4

Geotextile filter, class 1, type C

[1

Geotextile filter, class 1, type C 24"

" m in

60"

30"60"30"

When directed, camber pipe culverts upward from a chord through the inlet and outlet inverts an ordinate amount equal to 1% of the pipe length. Develop camber on a parabolic curve. If the midpoint elevation on the parabolic curve as designed exceeds the elevation of the inlet invert, reduce the amount of camber or increase the pipe culvert gradient.

H equals the diameter of all round pipe culverts or the rise dimension of all pipe arch culverts.

See Section 704 for bedding and backfill requirements.

1.

2.

3.

Construct piping plug of impermeable backfill material at the pipe culvert inlet where granular material is used for backfill. Width may be adjusted to tie into impervious material.

MULTIPLE PIPE INSTALLATION

PIPING PLUG

BELOW NATURAL GROUND OR

TRENCH EXCAVATION IN EMBANKMENT

ON UNSTABLE MATERIAL

ABOVE AND BELOW

NATURAL GROUND

ON NATURAL GROUND

ABOVE NATURAL GROUND

ON UNYIELDING MATERIAL

PIPE BEDDING

ELEVATION

SECTION A-A

LEGEND:

Bedding material (uncompacted)

Impermeable backfill material.

BEDDING DEPTH

MINIMUM SPACING

SPACING

DIAMETER

or SPAN

PIPE SIZE (H) DEPTH

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

H

Width

H H

H H

H H

H H

H

H

H

H

Finished subgrade Finished subgrade

Natural ground

Finished subgrade

Pipe culvert

Embankment slope

High water elevation treatment

Culvert end

Piping plug before trench excavation embankment height

Finished subgrade or

Original natural ground surface

A

A

Finished subgrade

Roadway embankment

Roadway embankment

Finished subgrade trench excavations

Embankment material placed in layers

Compacted backfill material placed in layers not backfill in accordance with Section 614.

depth table

See bedding excavation in trench

HH

compact in layers not over compressible material. Lightly and replace with selected fine

Remove unyielding material fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Bedding

Bedding

Bedding

Bedding

H

Half diameter or whichever is less

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

Metal endMetal end section

602-3

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2017

REVISED: 4/1994 6/2005

or 36" (max.) for embankment installations not exceeding 6" compacted depth.

exceeding 6" compacted depth; or lean concrete

> 54"

12" to 54"

6"

4"

18" (min.)

6" in uncompacted depth.

* Reduce to 18" for

UP to 48"

48" and UP

24" span or 36", PIPE CULVERT BEDDING

METAL AND PLASTIC

2'-0" ±

1'-0" ±

18" ±

18" ±18"±

(min.)

6"

(min.)

6"

12" (min.), 24" (max.)

"/foot of cover,2 minimum

1'-0"

STATE PROJECT

B o r d e r .U

S c m y fi le s p w p r o d u c ti o n d F L

H C e ll s .d g n li b

F e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

2H or 12' (max.)

2H or 12' (max.) 2H or 12' (max.) 2H or 12' (max.) 2H or 12' (max.)

2H or 12' (max.)2H or 12' (max.)

2H or 12' (max.) 2H or 12' (max.)

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

SOUTH1 226866.770 769677.170 36.839 47°34'01.967270"N 124°21'42.015776"W -40.9989 0.9999901 5/8" IR w/FHWA Alum cap 1.

SOUTH2 226963.632 769783.455 40.229 47°34'02.970306"N 124°21'40.532232"W -37.6021 0.99998989 5/8" IR w/FHWA Alum cap

SOUTH3 227028.647 769675.715 35.659 47°34'03.562558"N 124°21'42.145170"W -42.172 0.99999008 5/8" IR w/FHWA Alum cap

PROJECT : South Beach Culvert Replacement DATE OF FIELD WORK : November 2018 DATE OF FINAL ADJUSTMENT : November 2018

PROJECT UNITS : US Survey Foot COORDINATE SYSTEM : Washington North SPCS NAD83 (2011)

EPOCH DATE : 2010.000

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12b

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:

\p w -w or k\ d0

So ut h_

B ea ch _C on tr ol Sh ee t.

xl sx

]S he et

-M ay

-2

9:

W

FL

H D

S ur ve y

W

FL

H D

S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

G.1

SHEET

NUMBER

NPS OLYM 2019(1)WA

NPS PMIS No. 207002 NPS Drwg No.149/150819

SURVEY CONTROL

B1