OR TILLAMOOK B780(1)_plan_06-30-21.pdf

PDF 25 MB Posted Jul 15, 2021

Attached to: OR Tillamook B780(1), Cape Meares Road Relocation
Solicitation number: 69056719B000030
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal solicitation regarding road relocation work. The solicitation number 69056719B000030 was issued by the Department of Transportation Federal Highway Administration for the OR Tillamook B780(1) Cape Meares Road Relocation project. Interested parties can find the solicitation documents to obtain requirements for relocating Cape Meares Road in Tillamook, Oregon. The solicitation does not provide pricing terms or response dates, but indicates it is for road construction services being procured by the DOT Federal Highway Administration.

View the file

Other files

File	Type	Posted
Bid Tabs_Cape Meares.pdf	PDF	Sep 15, 2021
Bid Opening Summary_Cape Meares.pdf	PDF	Sep 10, 2021
QA_09-09-21.pdf	PDF	Sep 9, 2021
Amendment A003.pdf	PDF	Sep 3, 2021
QA_09-02-21.pdf	PDF	Sep 3, 2021
Amendment - A002.pdf	PDF	Aug 26, 2021
QA_08-12-21.pdf	PDF	Aug 18, 2021
Amendment A001.pdf	PDF	Jul 15, 2021
IFB_Cape Meares.pdf	PDF	Jul 15, 2021
Physical Data_Cape Meares.zip	ZIP file	Jul 15, 2021

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BRENT L COE Digitally signed by BRENT L COE Date: 2021.06.11 16:12:41 -07'00'

J u n e

I n d e x t o s h e e ts c p w w o r k \d

\o r a g e n .d g n

INDEX TO SHEETS

STATE PROJECT

NUMBER

SHEET

OR TILLAMOOK B780(1) A.2

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EQ or eq.

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

joint inside diameter

lt. or LT

LPSM

long.

LNFT

lat.

lam.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve

N normal crown north

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PST

PSC

POT

POS

POC

pl.

PCS

PCC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

R route right required reinforcement roadway right-of-way range radius typ.

thd.

TBM

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SADT

S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

CP GPS

36 31

6 1

36 31

6 1

SEC.

EL. 1234.56

RIP

G G

W W

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

ctrs.

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line

M.P.

M.L.

STEAM = steam, T = telephone, TV = CATV, W = water P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor) Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014 W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EQ or eq.

emb.

elev.

El. 94.16 ft e E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

joint inside diameter

lt. or LT Ls

LPSM

long.

LNFT

lat.

lam.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve

N normal crown north

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PST

PSC

POT

POS

POC

pl.

PCS

PCC

rt. or RT reqd.

reinf.

rdwy.

R/W R.

R route right required reinforcement roadway right-of-way range radius typ.

thd.

TBM

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SADT

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

O c to b e r

D e fa u lt p w

-w o rk \d

\o r-a g e n

.d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

A.3TILLAMOOK B780(1)OR

CP GPS

36 31

6 1

36 31

6 1

SEC.

EL. 1234.56

RIP

G GW W

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

ctrs.

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line

M.P.

M.L.

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

DIDI

PACIFIC OCEAN

WN dR naecoya B

Lighthouse

Cape Meares

TILLAMOOK BAY

Cape Meares th S t

N W

L a rs o n C re e k

To State Hw y 131

To Tillam ook, Oregon

To State Hwy 131

Cape Meares Lake

C o le m a n C r e e k

.r D es uo ht hgiL seraeM epaC

299+30.00

BEGIN PROJECT

500 10000500

SCALE IN FEET

R E F U G E

N A T I O N A L W I L D L I F E

C A P E M E A R E S dR seraeM

390+26.00

END PROJECT

d a o R et a vi r

P d a o R et a vi r

P da oR et av ir

To Oceanside, Oregon

1.5 miles

Bayocean Dike RD

BAYSHORE DRIVE

BEGIN WORK ON

BAYSHORE DRIVE

END WORK ON

B a y s h o re D r

C a p e M e a r e s L o o p

503+00.00

506+00.00 pooL serae M e p a

Roa d C los ed

J a n u a r y

V ic in it y

M a p p w w o r k \d

\o r a g e n .d g n

VICINITY MAP

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) A.4

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION R

TYPICAL

SECTIONS

PLAN -

PROFILE

APPROACH

ROADS

EROSION

CONTROL

MSE

WALLS DRAINAGE GUARDRAIL ROADSIDE

FEATURES

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

SOLDIER

PILE WALL ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND

ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15702-1000 SOIL EROSION CONTROL, TEMPORARY

DIVERSION CHANNEL (321+95) LPSM All ALL

A0140 15702-1000 SOIL EROSION CONTROL, TEMPORARY

DIVERSION CHANNEL (315+38) LPSM All ALL

A0160 15702-1000 SOIL EROSION CONTROL, TEMPORARY

DIVERSION CHANNEL (MINOR STREAMS) LPSM All ALL

A0180 15702-3000 SOIL EROSION CONTROL, SUPERVISOR LPSM ALL

A0200 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 1,644 106 1,750

A0220 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 20,965 1,035 22,000

A0240 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 202 18 220

A0260 15706-1600 SOIL EROSION CONTROL, STABILIZED

CONSTRUCTION EXIT EACH 2 2

A0280 20101-0000 CLEARING AND GRUBBING Contract

ACRE 26.8 0.2 27.0 Quantity

A0300 20301-1100 REMOVAL OF GATE EACH 1 1

A0320 20303-1600 REMOVAL OF PAVEMENT, ASPHALT Contract

SQYD 230 230 Quantity

A0340 20401-0000 ROADWAY EXCAVATION CUYD 253,646 11,440 19,914 285,000

A0360 20403-0000 UNCLASSIFIED BORROW CUYD 31,258 734 2,008 34,000

A0380 20411-0000 SELECT BORROW TON 27,457 2,543 30,000

A0400 20701-0400 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE D

(WOVEN) SQYD 46,774 2,226 49,000

A0420 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

(PROTECTIVE APRON) CUYD 40 10 50

A0440 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

(FLUME) CUYD 27 3 30

A0460 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

(PROTECTIVE APRON) CUYD 228 22 250

A0480 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4

(PROTECTIVE APRON) CUYD 50 5 55

A0500 25120-2200 RIPRAP DITCH, METHOD B, CLASS 2 LNFT 6,301 399 6,700

A0520 25501-0000 MECHANICALLY STABILIZED EARTH

WALL SQFT 14,966 734 15,700

MileStone: 100% Date Completed: In Progress Report Date: 06/23/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-J un

-2

Remarks and/or Determination of

Estimated Quantity

Pay Item Description Unit

Estimated Quantities c:

\p w -w or k\ d0 or

-a

1_ S um m ar y of

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]S he et

STATE PROJECT

B.1TILLAMOOK B780(1)OR

NUMBER

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION R

TYPICAL

SECTIONS

PLAN -

PROFILE

APPROACH

ROADS

EROSION

CONTROL

MSE

WALLS DRAINAGE GUARDRAIL ROADSIDE

FEATURES

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

SOLDIER

PILE WALL ALLOWANCE Bid

Schedule

A0540 25601-0000 GROUND ANCHOR EACH 47 47

A0560 25605-0000 PERFORMANCE TEST EACH 3 3

A0580 25701-0000 CONTRACTOR FURNISHED WALL DESIGN

(GEOFOAM WALLS) LPSM All ALL

A0600 27501-1000 GEOFOAM, LIGHTWEIGHT FILL

MATERIAL CUYD 10,321 329 10,650

A0640 30101-2000 AGGREGATE BASE GRADING D TON 21,801 2,199 24,000

A0660 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 560 90 650

A0680 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL TON 7,005 595 7,600

A0720 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 70 5 75

A0760 41201-0000 TACK COAT TON 13 2 15

A0780 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 239 239

A0800 55401-2000 REINFORCING STEEL, EPOXY COATED Contract

LB 59,000 59,000 Quantity

A0820 55505-0000 STRUCTURAL STEEL SOLDIER PILE LNFT 1,313 1,313

A0840 55701-1000 STRUCTURAL TIMBER AND LUMBER,

UNTREATED MFBM 36 36

A0860 56501-0300 DRILLED SHAFT, 30-INCH DIAMETER LNFT 631 631

A0880 56601-3000 SHOTCRETE, 6-INCH DEPTH SQYD 880 20 900

A0900 60103-0260 CONCRETE, HEADWALL FOR 60-INCH

PIPE CULVERT EACH 2 2

A0920 60201-0800 24-INCH PIPE CULVERT LNFT 805 45 850

A0940 60201-1000 36-INCH PIPE CULVERT LNFT 1,293 107 1,400

A0960 60201-1400 60-INCH PIPE CULVERT LNFT 64 6 70

A0980 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1

A1000 60901-0200 CURB, CONCRETE, 4-INCH DEPTH LNFT 555 45 600

A1020 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A WOOD POSTS LNFT 1,900 100 2,000

A1040 61702-1600 TERMINAL SECTION, TYPE MGS FLARED EACH 10 10

A1060 61901-2100 FENCE, CHAIN LINK, 96-INCH HEIGHT LNFT 526 34 560

A1080 61902-1600 GATE, METAL, 20 FEET WIDTH EACH 7 7

A1100 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 80 80

A1120 62201-1000 WHEEL LOADER, 4 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 80 80

A1140 62201-1300 BULLDOZER, 160HP MINIMUM

FLYWHEEL POWER HOUR 40 40

-J un -2

P M

MileStone: 100% Date Completed: In Progress Report Date: 06/23/21 c:

\p w -w or k\ d0 or

-a

1_ S um m ar y of

Q ua nt iti es .x ls m

]S he et

2) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities Remarks and/or

Determination of Estimated Quantity

STATE PROJECT

B.2TILLAMOOK B780(1)OR

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION R

TYPICAL

SECTIONS

PLAN -

PROFILE

APPROACH

ROADS

EROSION

CONTROL

MSE

WALLS DRAINAGE GUARDRAIL ROADSIDE

FEATURES

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

SOLDIER

PILE WALL ALLOWANCE Bid

Schedule

A1160 62201-2050 ROLLER HOUR 40 40

A1180 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 60 60

A1200 62201-3000 HYDRAULIC EXCAVATOR (MINI,

23.1HP TO 40.2HP, WITH 5 FOOT

MINIMUM DOZER BLADE) HOUR 20 20

A1220 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 80 80

A1240 62301-0000 GENERAL LABOR HOUR 100 100

A1260 62501-0000 TURF ESTABLISHMENT Contract

ACRE 20.9 3.1 24.0 Quantity

A1280 62901-0800 ROLLED EROSION CONTROL PRODUCT,

TYPE 2.D SQYD 7,594 1,106 8,700

A1300 63302-0000 SIGN SYSTEM SQFT 86 19 105

A1320 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID Contract

(WHITE STOP BAR) LNFT 204 16 220 Quantity

A1340 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID Contract

(6-INCH WHITE) LNFT 54,783 1,217 56,000 Quantity

A1360 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID Contract

(YELLOW) LNFT 37,154 846 38,000 Quantity

A1380 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN Contract

LNFT 948 32 980 Quantity

A1400 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

A1420 63610-2200 CONDUIT, 3-INCH, PVC LNFT 1,885 15 1,900

-J un -2

P M

MileStone: 100% Date Completed: In Progress Report Date: 06/23/21 c:

\p w -w or k\ d0 or

-a

1_ S um m ar y of

Q ua nt iti es .x ls m

]S he et

3) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B.3TILLAMOOK B780(1)OR

FOOTNOTE:

NO SCALE

SAFETY EDGE DETAIL

[1]

[2]

ROUNDING DETAIL

FILL SLOPE

[3]

ROUNDING DETAIL

CUT SLOPE

[3]

1:4

Cut slope

(variable) 1:4

1:4

[2]

Second lift of asphalt

First lift of asphalt to cover safety edge

Pull aggregate base

Tack coat (between pavement lifts) ground

Existing

Detail (typ.)

See Safety Edge stake limit

Slope

Slope stake limit cut slope

Rounded (variable)

[2]

Fill slope base grading D

10" Aggregate

12" Select borrow

[1]2% [1]2%

Profile grade for details

See Section R

Soldier pile wall

Place in two equal lifts, tack between lifts

0.3 to <3 million ESAL, pavement roughness III nominal maximum size aggregate, -inch4

-inch or 2 gyratory mix, 4" Asphalt concrete pavement, C le a r in g L im it

C le a r in g L im it

312+78.48 to 314+81

SOLDIER PILE WALL SECTION

314+81 to 390+26

299+30 to 312+78.48

CAPE MEARES LOOP ROAD

C le a r in g l im it

NOTE:

The field notes reflect the curve widening.

Apply half of the curve widening to both traveled ways.1.

Adjust the width to fit field conditions or as approve by the CO.

with Section 636.05.

Maintain 24 inch clearance below culverts. Place in accordance proportionally.

dimension and reduce the front slope rounding distance

For cut heights less than "B" reduce "B" to the cut height

Construct slopes as shown in the Staking Report.

the plan and profile curve data.

Superelevate roadway on curves at the rate "e" as indicated on

Turf Establishment

Separation-stabilization geotextile, class 1, type D (woven)

Variable

S lo p e s ta k e

C le a r in g l im it

0.25 D

C le a r in g l im it

0.25 D

Slope stake ground

Existing ground

Existing

Existing ground

Contractor designed

Geofoam wall

322+96 to 321+40 (Left)

321+20 to 322+80 (Right)

GEOFOAM WALL SECTION

method B, class 2

Riprap ditch, Top of wall No.2 Top of wall No.1

See table for locations

3~3" PVC conduits

[4]

[5]

[1]

1:2

Traveled way

11'

Traveled way

11'

2' Shldr.

10'

5'-0' 5'-0"

10'-0'

5'-0" 5'-0"

B = 10'-0'

25'21'

Establishment

10' Turf m in m in m in

[5]

M a y

T y p ic a l

S e c ti o n s p w w o r k

\o r a c a .d g n

TYPICAL SECTIONS

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) C.1

BAYSHORE DRIVE

[1]

Concrete curb

Epoxy resin adhesive

See typical sections

CONCRETE CURB

See Typical Section for Pavement design.

Construct slopes as shown in the Staking Report.

the plan and profile curve data.

Superelevate roadway on curves at the rate "e" as indicated on

TYPICAL PLACEMENT

CONCRETE CURB

SECTION A-A

NO SCALE

NOTE:

to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2, Construct a 1:4 foreslope unless otherwise directed by the CO.1.

506+00

503+00

299+30

Tack coat

Vertical saw cut Existing base course

Existing surface course

CONNECTION DETAIL

Sand seal R = 1.5"

R = 1.0"

[2]

503+00 to 506+00

1:4

Cut slope

(variable) 1:4

[2]

Existing ground

Detail (typ.)

See Safety Edge stake limit

Slope

Slope stake limit

Rounded cut slope (variable)

[2]

Fill slope

10" Aggregate base grading D

[1]2% [1]2%

Profile grade

Place in two equal lifts, tack between lifts

0.3 to <3 million ESAL, pavement roughness III nominal maximum size aggregate, -inch4

-inch or 2 gyratory mix, 4" Asphalt concrete pavement, C le a r in g L im it

C le a r in g L im it

Turf Establishment Limits class 1, type D (woven)

Separation-stabilization geotextile, New Roadway section

[3]

12"

[3]

Traveled way

11'

Traveled way

11'

2' Shldr.

10'

Turf Establishment Limits

M a y

T y p ic a l

S e c ti o n

-1 p w w o r k

\o r a c a .d g n

TYPICAL SECTIONS

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) C.2

[1] Includes quantities for paved length of approach roads.

P a y

A B

U L

A T

O F

P L

A N

Q U

A N

S p w w o r k \d

\o r a Q u a n ti ti e s .d g n

QUANTITIES

TABULATION OF PLAN

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) D.1

Profile grade

Existing ground

Line to be constructed

Slope stake limits

Remove pavement, asphalt

Class 2. See Section F

Riprap ditch, Method B, 304+92 to 306+66, LT

16106

C108

17253

17252

17251

17250

Slope stake limits of pavement

Existing edge

Proposed edge of pavement

Clearing limits

Clearing limitsempty conduit existing waterline and

Protect and maintain empty conduit existing waterline and

Protect and maintain

S82°19'14"W e = 6%

'590.66L =

'393.46T =

'350.00R =

(LT)96°41'30"Δ =

303+53.75PI

305+ 50.9

P O

291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 299+00 300+00 301+00 302+00 303+00 304+00 305+00 306+00

340 340

350 350

360 360

370 370

380 380

390 390

400 400

410 410

420 420

+12 .0

+8.0 00%

+8.1 21%

' VC201

1,651K =

'INFHLSD =

' VC201

52K =

'277.06HLSD =

BEGIN PROJECT

299+30.00

OR TILLAMOOK B780(1)

El=359.09 E=731801.5211 N=684475.3571

CUYD

EXC.

CUYD

EMB.

See Section H Place riprap at outlet Install 36" HDPE culvert Remove existing culvert 301+21

See Section H Place riprap at outlet Install 36" HDPE culvert Remove existing culvert 304+57 osidewaterdavid@gmail.com

(503) 842-6462 office

(503) 801-4750 cell Dave Nordman Oceanside, OR. 97134 2270 Cape Meares Loop Rd Oceanside Water District jaman@tpud.org

(503) 842-2535 James Aman Tillamook, OR. 97141 1115 Pacific Ave.

Tillamook People's Utility District josh.fallin@lumen.com

(503) 399-4931 Josh Fallin, Engineer 2 Salem, Keizer & Woodburn Lumen

10,610

:0 a y m a in l in e S h e t] p w

-w o rk \d

\o r-a

P la n

P ro fi le p la n m a in

.d g n

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) D.2

Coleman C reek

Line to be constructed

Slope stake limits

Class 2. See Section F

Riprap ditch, Method, B

304+92 to 306+66, LT Class 2, See Section F

Riprap ditch, Method B, 307+12 to 309+20, LT

Clean culvert in place

306+99, RT

See Section G for details earth wall No. 1

Mechanically stablized

308+75.00 to 311+33.32, RT

Class 2. See Section F

Riprap ditch, Method B, 311+83 to 315+20, LT

See Section R for details

Soldier Pile wall, 312+78.46 to 314+81, LT Class 2. See Section F

Riprap ditch, Method B, 316+62 to 317+70, LT

Class 2. See Section F

Riprap ditch, Method B, 316+08 to 321+15, RT

Class 2. See Section F

Riprap ditch, Method B, 311+48 to 314+50, RT

Class 2. See Section F

Riprap ditch, Method B

318+00 to 321+40, LT

Profile grade

Profile grade ground

Existing

Existing ground

17249

17248

17247

17246

17245

17244

17243

17242

17241

17240

17239

17238

17237

17236

17235

Proposed edge of pavement

See Section J for details

Install gate

306+99 LT

See Section E

Approach road-AR 01

306+99 LT

Clearing limits

See Section C

Install 3-inch PVC conduit

308+00 to 315+00, LT

S14 °22 '16

S12°39'33"W S00°31'32"W e = 5.8%

'228.81L =

'116.57T =

'485.00R =

(RT)27°01'49"Δ =

309+77.99PI

e = 6% '398.63L = '225.79T = '340.00R =

(RT)67°10'31"Δ =

320+51.51PI

e = 5.8% '102.71L = '51.55T = '485.00R =

(LT)12°08'02"Δ =

312+38.01PI

306+00 307+00 308+00 309+00 310+00 311+00 312+00

420 420

430 430

440 440

450 450

460 460

470 470

480 480

490 490

500 500

+12 .0

313+00 314+00 315+00 316+00 317+00 318+00 319+00

500 500

510 510

520 520

530 530

540 540

550 550

560 560

570 570

580 580

+12 .0

320+00 321+00

550 550

560 560

570 570

580 580

590 590

600 600

610 610

620 620

630 630

+12 .0

CUYD

EXC.

CUYD

EMB.

See Section H Place riprap at outlet Install 36" HDPE culvert 310+51

See Section H Place riprap at outlet Install 36" HDPE culvert 315+38

See Section H Place riprap at outlet Install 36" HDPE culvert 307+18

See Section H Place riprap at outlet Install 36" HDPE culvert 309+58

C 3

Guardrail, RT

56,827

10,207

:1 a y m a in l in e -1

S h e p w

-w o rk \d

\o r-a

P la n

P ro fi le p la n m a in

.d g n

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) D.3

Existing ground

Class 2. See Section F

Riprap ditch, Method B, 323+02 to 323+58, LT

Class 2. See Section F

Riprap ditch, Method B, 322+83 to 323+45, RT

Line to be constructed

Slope stake limits

See Section G for details

Geofoam Wall No. 2

322+96 to 321+40, LT

Creek

Coleman

See Section J for details

Install Fence

320+66 to 323+26, RT

See Sheet C.2 for details

Install Curb

320+61 to 323+30, RT

See Sheet C.2 for details

Install Curb

320+76 to 323+55, LT

Class 2. See Section F

Riprap ditch, Method B, 331+40 to 332+50, LT

Class 2. See Section F

Riprap ditch, Method B, 331+20 to 331+99, RT

17236

17235

17234

17233

17232

CP 17231

17230

17229

17228

17227

17226

17225

17224

17223

17222

Proposed edge of pavement

Existing ground

See Section G for details

Geofoam Wall No. 1

321+20 to 322+80, RT

See Section E

Approach road-AR 02

332+62 RT

See Section E

Approach road-AR 03

332+62 LT

Clearing limits

See Section J for details

Install gate

332+62 LT & RT

See Section J for details

Install Fence

320+82 to 323+50, LT

See Section C

Install 3-inch PVC conduit

320+67 to 323+60, LT

S67°42'03"W

S °5

"W e = 6%

'359.94L =

'198.90T =

'340.00R =

(RT)60°39'20"Δ =

333+22.40PI

e = 6% '372.64L = '207.52T = '340.00R =

(LT)62°47'43"Δ =

327+73.08PI

C 32

321+00 322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00 330+00 331+00

600 600

610 610

620 620

630 630

640 640

650 650

670 670

680 680

+12 .0

+4.299

' VC401

51.94K =

'335.42SSD =

' VC401

52K =

'262.02HLSD =

332+00 333+00 334+00 335+00 336+00

660 660

670 670

680 680

690 690

700 700

710 710

720 720

730 730

740 740

+8.6

+12 .0

' VC201

59.75K =

'422.96SSD =

CUYD

EXC.

CUYD

EMB.

See Section H Place riprap at outlet Culvert w/ headwall Install 60" aluminum 321+95

See Section H Place riprap at outlet Install 36" HDPE Culvert 327+68

See Section H Place riprap at outlet Install 36" HDPE Culvert 331+20

Guardrail, LT

Guardrail, RT

49,214

14,454

:1 a y m a in l in e -2

S h e p w

-w o rk \d

\o r-a

P la n

P ro fi le p la n m a in

.d g n

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) D.4

B1 6-

Profile grade

Existing ground

Line to be constructed

Slope stake limits

17122 CP

17121

17120

17119

17118

17117

Proposed edge of pavement Clearing limits

Clearing limits

5 3

S65°33'40"W

S77°07'28"W

S65°43'30"W

S3 3°

'5 5"

W e = 5.2%

'131.18L =

'65.81T =

'650.00R =

(RT)11°33'48"Δ =

341+86.19PI

e = 5.2% '129.32L = '64.87T = '650.00R =

(LT)11°23'57"Δ =

344+25.30PI

e = 6% '188.37L = '96.67T = '340.00R =

(LT)31°44'35"Δ =

348+60.68PI

336+00 337+00 338+00 339+00 340+00 341+00 342+00 343+00 344+00 345+00 346+00 347+00 348+00 349+00 350+00 351+00

710 710

720 720

730 730

740 740

750 750

760 760

770 770

780 780

790 790

-5.819%

+8.6

' VC450

31.09K =

'259.18SSD =

' VC200

150K =

'INFHLSD =

CUYD

EXC.

CUYD

EMB.

See Section H Place riprap at outlet Install 24" HDPE Culvert 336+42

See Section H Place riprap at outlet Install 24" HDPE Culvert 339+25 See Section H

Place riprap at outlet Install 24" HDPE Culvert 345+24

See Section H Place riprap at outlet Install 24" HDPE Culvert 350+26

44,452

:3 a y m a in l in e -3

S h e p w

-w o rk \d

\o r-a

P la n

P ro fi le p la n m a in

.d g n

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) D.5

18" CMP INLET

18" CMP OUTLET

Existing ground

Profile grade

Existing ground

Line to be constructed

Slope stake limits

Class 2. See Section F

Riprap ditch, Method B, 360+00 to 362+02, LT

Class 2. See Section F

Riprap ditch, Method B, 362+73 to 363+85, LT

Class 2. See Section F

Riprap ditch, Method B, 360+95 to 362+26, RT

Class 2. See Section F

Riprap ditch, Method B, 362+75 to 363+46, RT

17116

17115

17114

17113

17112

17111

17110

Proposed edge of pavement

See Section J for details

Install gate

362+50 RT

See Section E

Approach road-AR 06

356+90 LT

Clearing limits

See Section J for details

Install gate

356+90 LT

See Section E

Approach road-AR 04

362+50 RT

Clearing limits

S '5

N51°34'05"W

N76°00'54"W e = 6%

'494.54L =

'324.25T =

'300.00R =

(RT)94°27'00"Δ =

354+52.50PI

e = 6% '147.65L = '76.45T = '231.00R =

(RT)36°37'24"Δ =

364+62.39PI

e = 6% '102.40L = '51.99T = '240.00R =

(LT)24°26'49"Δ =

357+67.08PI

+28.

351+00 352+00 353+00 354+00 355+00 356+00 357+00 358+00 359+00 360+00 361+00 362+00 363+00

650 650

660 660

670 670

680 680

690 690

700 700

710 710

720 720

730 730

-4.485%

-12.000%

' VC401

53.23K =

'339.56SSD =

364+00 365+00 366+00

600 600

610 610

620 620

630 630

640 640

650 650

660 660

670 670

680 680

' VC201

64.72K =

'449.79SSD =

' VC201

65K =

'381.12HLSD =

CUYD

EXC.

CUYD

EMB.

See Section H Place riprap at outlet Install 36" HDPE Culvert 355+27

See Section H Place riprap at outlet Install 24" HDPE Culvert 357+51

See Section H Place riprap at outlet Install 36" HDPE Culvert 363+64

Guardrail, LT

29,281

:2 a y m a in l in e -4

S h e p w

-w o rk \d

\o r-a

P la n

P ro fi le p la n m a in

.d g n

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) D.6

P o rt la n d

O R

-1

W Y a m h il l S T S

T E

S ti m so n L u m b e r

C o m p a n y

P o rt A n g e le s, W

-0

P O B o x

G re e n C ro w C o rp o ra ti o n

Class 2. See Section F

Riprap ditch, Method B.

365+80 to 368+67, LT

Class 2. See Section F

Riprap ditch, Method B.

365+80 to 367+72, RT Class 2. See Section F

Riprap ditch, Method B.

371+00 to 373+50, LT

Class 2. See Section F

Riprap ditch, Method B.

370+10 to 374+00, RT

Line to be constructed

Slope stake limits

See Section G for details

Mechanically Stabilized Earth Wall No. 2

374+00.00 to 376+28.13, RT

Profile grade

Existing ground Existing ground of pavement

Proposed edge

See Section J for details

Install gate

369+15 LT

See Section E

Approach road-AR 05

369+15 LT

Clearing limits

Existing groundslope

Embankment

CHANNEL DETAIL

See detail this page

Install channel

Offset 33.51'

Begin channel

367+86.10

Offset 49.24'

End channel

369+66.28

R = 280.5'

See Section C

Install 3-inch PVC conduit

373+40 to 381+52, LT

N '3

S2 9°5

2'1 2"W e = 6%

'446.47L =

'334.47T =

'231.00R =

(LT)110°44'19"Δ =

370+15.49PI

e = 6% '412.37L = '235.83T = '340.00R =

(LT)69°29'28"Δ =

376+12.22PI

366+81.02 PC

377+88.76 PT

365+33.60 PT

1 3 2 3 3 3 4 3

366+00 367+00 368+00 369+00 370+00 371+00 372+00

550 550

560 560

570 570

580 580

590 590

600 600

610 610

620 620

630 630

-12.000%

373+00 374+00 375+00 376+00

480 480

490 490

500 500

510 510

520 520

530 530

540 540

550 550

560 560

CUYD

EXC.

CUYD

EMB.

See Section H Place riprap at outlet Install 36" HDPE Culvert 370+08

See Section H Place riprap at outlet Install 36" HDPE Culvert 374+00

Guardrail, RT

2,195

19,622

4' min.

M a rc h m a in l in e -7

S h e p w

-w o rk \d

\o r-a

P la n

P ro fi le p la n m a in

.d g n

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) D.7

Existing ground

Line to be constructed

Slope stake limits

Slope stake limitsClass 2. See Section F

Riprap ditch, Method B, 379+50 to 379+96, LT

Class 2. See Section F

Riprap ditch, Method B, 380+25 to 389+62, RT

Class 2. See Section F

Riprap ditch, Method B, 385+00 to 390+04, LT

See Section G for details

Wall No. 3

Mechanically Stabilized Earth

377+11.64 to 379+92.23, RT

17106

17105

17104

17103

P of pavement

Proposed edge

See Section J for details

Install gate

381+35 LT

See Section E

Approach road-AR 07

381+35 LT

Clearing limits

See Section C

Install 3-inch PVC conduit

373+40 to 381+52, LT

Class 2. See Section F

Riprap ditch, Method B, 373+69 to 381+24, LT

Class 2. See Section F

Riprap ditch, Method B, 381+47 to 382+85, LT

S '1

N '4

W e = 6%

'763.79L =

'1,334.02T =

'280.00R =

(RT)156°17'32"Δ =

392+78.49PI

387+08.26

6 3

377+00 378+00 379+00 380+00 381+00 382+00 383+00

410 410

420 420

430 430

440 440

450 450

460 460

470 470

480 480

490 490

384+00 385+00 386+00 387+00

350 350

360 360

370 370

380 380

390 390

400 400

410 410

420 420

430 430

-12.000%

CUYD

EXC.

CUYD

EMB.

See Section H Place riprap at outlet Install 24" HDPE Culvert 379+98

See Section H Place riprap at outlet Install 24" HDPE Culvert 382+88

26,023

2,345

:4 a y m a in l in e -8

S h e p w

-w o rk \d

\o r-a

P la n

P ro fi le p la n m a in

.d g n

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) D.8

Existing ground constructed

Line to be limits stake

Slope

Slope stake limits

Class 2. See Section F

Riprap ditch, Method B, 385+00 to 390+04, LT

Class 2 (Flume). See Section F

Riprap ditch, Method B, 387+58, RT

Class 2. See Section F

Riprap ditch, Method B, 380+25 to 389+62, RT

17103

17101

17103

J105

J101

P of pavement

Proposed edge limits clearing

Protect and maintain existing waterline

Protect and maintain existing telephone line pole by others

Relocate power

S '2

N63°19'44"W

S85°42' 53"W

P e = 6%

L = 183.70'

T = 94.15'

R = 340.00'

Δ = 30°57'23" (LT)

PI 388+98.59

387+00 388+00 389+00 390+00

330 330

340 340

350 350

360 360

370 370

380 380

390 390

400 400

410 410

-1.903%

+0.900%

' VC401

40K =

'213.48HLSD =

CUYD

EXC.

CUYD

EMB.

END PROJECT

390+26.00

OR TILLAMOOK B780(1)

El=361.67 E=731801.5811 N=684475.3571

16,697

:5 a y m a in l in e -9

S h e p w

-w o rk \d

\o r-a

P la n

P ro fi le p la n m a in

.d g n

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) D.9

C P

Slope stake limits

END WORK

BEGIN WORK 506+00.00

503+00.00

Match existing grade

Stationing reference line shoulder

Existing edge of

Bayshore Dr 504+62.18

Mainline 390+26.00 Slope stake limits

Clearing limits

L=344.98'

T=206.32'

R=250.00'

D=79°03'53" (LT)

BAYSHORE DRIVE

N existing telephone line

Protect and maintain existing power line

Protect and maintain existing water line

Protect and maintain

Relocated by others

S04°32'22"E e = ___

'344.98L =

'206.32T =

'250.00R =

(LT)79°03'53"Δ =

507+78.68PI

7 50

502+00 503+00 504+00 505+00 506+00 507+00

340 340

350 350

360 360

370 370

380 380

CUYD

EXC.

CUYD

EMB.

F e b ru a ry

P la n

S h e p w

-w o rk \d

\B a y s h o re

P la n a n d P ro fi le

.d g n

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) D.10

GPK FILE DATED April 3, 2017

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

16101 686509.770 7318723.284 169.566 45°29'52.884813"N 123°56'46.367122"W 93.9853 0.99990658 5/8" IR w/FHWA alum cap 1.

16102 686241.589 7318638.119 193.744 45°29'50.203424"N 123°56'47.401175"W 118.1534 0.99990535 5/8" IR w/FHWA alum cap

16103 685684.293 7318490.628 240.161 45°29'44.643747"N 123°56'49.136310"W 164.5573 0.99990298 5/8" IR w/FHWA alum cap

16104 684890.709 7318615.457 304.123 45°29'36.867826"N 123°56'46.910249"W 228.539 0.99989971 5/8" IR w/FHWA alum cap

16105 684579.589 7318448.569 333.065 45°29'33.728436"N 123°56'49.064745"W 257.4646 0.99989824 5/8" IR w/FHWA alum cap

16106 684477.103 7318234.721 348.423 45°29'32.627370"N 123°56'52.002775"W 272.7996 0.99989748 5/8" IR w/FHWA alum cap

16301 679554.584 7313678.953 292.132 45°28'42.144445"N 123°57'52.937957"W 216.0165 0.99989884 5/8" IR w/FHWA alum cap

16302 679670.598 7313611.630 302.927 45°28'43.260385"N 123°57'53.951789"W 226.805 0.99989836 5/8" IR w/FHWA alum cap

17101 679810.915 7313139.236 341.371 45°28'44.444529"N 123°58'00.660323"W 265.1932 0.99989655 5/8" IR w/FHWA alum cap

17102 680093.275 7313052.177 361.010 45°28'47.193036"N 123°58'02.051123"W 284.8223 0.99989569 5/8" IR w/FHWA alum cap

17103 680102.968 7313363.776 399.504 45°28'47.420629"N 123°57'57.687536"W 323.3524 0.99989385 5/8" IR w/FHWA alum cap

17104 680168.541 7313605.786 431.513 45°28'48.169953"N 123°57'54.333388"W 355.391 0.99989234 5/8" IR w/FHWA alum cap

17105 680261.909 7313803.417 454.584 45°28'49.174656"N 123°57'51.618253"W 378.4849 0.99989126 5/8" IR w/FHWA alum cap

17106 680574.233 7313756.376 500.276 45°28'52.235717"N 123°57'52.465824"W 424.1704 0.99988916 5/8" IR w/FHWA alum cap

17107 680843.059 7313621.280 548.635 45°28'54.830405"N 123°57'54.522049"W 472.513 0.99988692 5/8" IR w/FHWA alum cap

17108 681004.473 7313738.638 575.745 45°28'56.472381"N 123°57'52.973456"W 499.6361 0.99988567 5/8" IR w/FHWA alum cap

17109 681035.980 7313875.341 593.284 45°28'56.841050"N 123°57'51.075395"W 517.1915 0.99988484 5/8" IR w/FHWA alum cap

17110 681033.624 7314122.485 625.603 45°28'56.922395"N 123°57'47.608214"W 549.54 0.9998833 5/8" IR w/FHWA alum cap

17111 680976.121 7314448.344 666.428 45°28'56.493000"N 123°57'43.004028"W 590.4044 0.99988133 5/8" IR w/FHWA alum cap

17112 680895.083 7314662.502 689.319 45°28'55.784157"N 123°57'39.952122"W 613.3183 0.99988022 5/8" IR w/FHWA alum cap

17113 680864.510 7314881.705 699.686 45°28'55.575246"N 123°57'36.859819"W 623.7116 0.99987972 5/8" IR w/FHWA alum cap

17114 680697.117 7315093.549 710.800 45°28'54.013514"N 123°57'33.788514"W 634.8518 0.99987914 5/8" IR w/FHWA alum cap

17115 680689.886 7315302.203 718.835 45°28'54.030360"N 123°57'30.858194"W 642.9098 0.99987876 5/8" IR w/FHWA alum cap

17116 680804.192 7315454.478 725.475 45°28'55.222294"N 123°57'28.791476"W 649.5662 0.99987847 5/8" IR w/FHWA alum cap

17117 681011.426 7315599.807 736.474 45°28'57.327989"N 123°57'26.877942"W 660.5816 0.999878 5/8" IR w/FHWA alum cap

17118 681127.303 7315779.744 753.215 45°28'58.547082"N 123°57'24.424194"W 677.3423 0.99987723 5/8" IR w/FHWA alum cap

17119 681259.590 7316063.859 772.264 45°28'59.972028"N 123°57'20.519325"W 696.4241 0.99987636 5/8" IR w/FHWA alum cap

17120 681297.948 7316282.748 770.214 45°29'00.442823"N 123°57'17.472744"W 694.3971 0.99987647 5/8" IR w/FHWA alum cap

17121 681423.713 7316528.609 748.260 45°29'01.787222"N 123°57'14.100339"W 672.4726 0.99987755 5/8" IR w/FHWA alum cap

17122 681517.039 7316764.403 727.831 45°29'02.807346"N 123°57'10.849612"W 652.0698 0.99987855 5/8" IR w/FHWA alum cap

17123 681615.754 7317051.503 705.066 45°29'03.902243"N 123°57'06.882577"W 629.3344 0.99987967 5/8" IR w/FHWA alum cap

17124 681458.002 7317280.806 693.547 45°29'02.442756"N 123°57'03.572314"W 617.8416 0.99988018 5/8" IR w/FHWA alum cap

17125 681331.826 7317565.654 684.344 45°29'01.318145"N 123°56'59.502075"W 608.6714 0.99988059 5/8" IR w/FHWA alum cap

17126 681216.285 7317647.447 688.929 45°29'00.212836"N 123°56'58.285812"W 613.2663 0.99988034 5/8" IR w/FHWA alum cap

17224 681692.669 7317055.677 707.752 45°29'04.662748"N 123°57'06.870156"W 632.0204 0.99987956 Hub & Tack

17225 681801.575 7316988.609 699.872 45°29'05.708789"N 123°57'07.876010"W 624.1338 0.99987997 Hub & Tack

17226 681876.764 7317125.895 671.871 45°29'06.508407"N 123°57'05.995794"W 596.1459 0.99988132 Hub & Tack

17227 681989.252 7317134.110 638.159 45°29'07.621534"N 123°57'05.948026"W 562.4339 0.99988297 Hub & Tack

17228 682057.819 7317079.593 649.166 45°29'08.274937"N 123°57'06.753686"W 573.4344 0.99988246 Hub & Tack

17229 682140.324 7317143.331 634.674 45°29'09.115706"N 123°57'05.909280"W 558.9489 0.99988317 Hub & Tack

PROJECT : Cape Mears Road Replacement DATE OF FIELD WORK :February-March 2017

PROJECT UNITS : International Foot COORDINATE SYSTEM :Oregon 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.

M yF ile s\

Pr oj ec ts

\C ap e M ea rs

C ap e_ M ea rs

_c on tr ol sh ee t.

xl sx ]S he et

-A pr -2

P M

H D

_S ur ve y

H D

_S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.11

SHEET

NUMBER

Tillamook_B780(1)OR

SURVEY CONTROL

Sheet 1 of 2

GPK FILE DATED April 3, 2017

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

17230 682234.819 7317248.149 636.263 45°29'10.092073"N 123°57'04.495938"W 560.5511 0.99988312 Hub & Tack 1.

17231 682286.074 7317375.937 635.317 45°29'10.651568"N 123°57'02.734526"W 559.6182 0.99988318 Hub & Tack

17232 682376.069 7317419.412 651.296 45°29'11.557673"N 123°57'02.178758"W 575.6005 0.99988244 Hub & Tack

17233 682427.901 7317483.560 654.043 45°29'12.096024"N 123°57'01.310186"W 578.354 0.99988232 Hub & Tack

17234 682477.769 7317548.699 616.204 45°29'12.615417"N 123°57'00.426535"W 540.5216 0.99988415 Hub & Tack

17235 682536.752 7317638.960 570.044 45°29'13.235313"N 123°56'59.196018"W 494.3714 0.99988637 Hub & Tack

17236 682584.544 7317674.879 598.216 45°29'13.721907"N 123°56'58.720909"W 522.5467 0.99988503 Hub & Tack

17237 682619.409 7317684.078 578.030 45°29'14.069718"N 123°56'58.612788"W 502.364 0.99988601 Hub & Tack

17238 682640.793 7317751.347 617.259 45°29'14.309015"N 123°56'57.682183"W 541.5996 0.99988414 Hub & Tack

17239 682693.077 7317764.410 607.752 45°29'14.830288"N 123°56'57.530305"W 532.0926 0.99988461 Hub & Tack

17240 682829.456 7317811.616 562.127 45°29'16.195523"N 123°56'56.949966"W 486.4708 0.99988682 Hub & Tack

17241 682920.381 7317828.095 558.826 45°29'17.099417"N 123°56'56.773326"W 483.1731 0.99988701 Hub & Tack

17242 683055.108 7317735.117 528.882 45°29'18.389279"N 123°56'58.158044"W 453.216 0.99988847 Hub & Tack

17243 683267.860 7317809.374 536.361 45°29'20.519313"N 123°56'57.244068"W 460.7016 0.99988817 Hub & Tack

17244 683441.507 7317790.881 495.020 45°29'22.224499"N 123°56'57.607473"W 419.3573 0.99989019 Hub & Tack

17245 683560.801 7317770.604 465.405 45°29'23.392756"N 123°56'57.963339"W 389.739 0.99989164 Hub & Tack

17246 683648.205 7317747.187 455.753 45°29'24.245103"N 123°56'58.344139"W 380.0837 0.99989213 Hub & Tack

17247 683786.735 7317753.537 436.365 45°29'25.614339"N 123°56'58.338086"W 360.6957 0.99989309 Hub & Tack

17248 683852.002 7317793.629 434.816 45°29'26.275076"N 123°56'57.814889"W 359.15 0.99989318 Hub & Tack

17249 683949.230 7317788.799 432.225 45°29'27.232167"N 123°56'57.940889"W 356.559 0.99989333 Hub & Tack

17250 684061.875 7317784.239 425.085 45°29'28.341457"N 123°56'58.072342"W 349.419 0.9998937 Hub & Tack

17251 684132.426 7317751.375 400.955 45°29'29.023572"N 123°56'58.575553"W 325.2824 0.99989487 Hub & Tack

17252 684232.842 7317746.406 395.224 45°29'30.012053"N 123°56'58.705418"W 319.5514 0.99989518 Hub & Tack

17253 684444.236 7317951.391 370.133 45°29'32.183779"N 123°56'55.957019"W 294.4801 0.99989643 Hub & Tack

PROJECT : Cape Mears Road Replacement DATE OF FIELD WORK :February-March 2017

PROJECT UNITS : International Foot COORDINATE SYSTEM :Oregon 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.

M yF ile s\

Pr oj ec ts

\C ap e M ea rs

C ap e_ M ea rs

_c on tr ol sh ee t.

xl sx ]S he et

-A pr -2

P M

H D

_S ur ve y

H D

_S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.12

SHEET

NUMBER

Tillamook_B780(1)OR

SURVEY CONTROL

Sheet 2 of 2

F e b r u a r y

A p p r o a c h

R o a d

Q u a n ti ti p w w o r k \d

\o r a a p p r d .d g n

ROAD QUANTITIES

TABULATION OF APPROACH

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) E.1

a in li

Paved length

Approach Road

[7]

Typical culvert location

[7] b y t h e C o n tr a c ti n g O f f ic e r

R ig h t-o f w a y o r a s s ta k d

TYPICAL PLAN

TYPES 1

APPROACH ROAD

16'X

[4]

Subgrade edge

Aggregate base edge

W W

Flatten slope

[2]

V a ria b le

SECTION A-A

Variable

V a ria b le

SECTION B-B

[6] [6]

[5] [5]

[6]

4" Roadway aggregate, method 1

1:4 o r flat ter 1:4 or flatter

STATION

CLASS

TYPE

REMARKS

APPROACH ROAD SUMMARY

381+35 LT

369+15 LT

362+50 RT

356+90 LT

332+62 LT

332+62 RT

306+99 LT

130.36

237.92

149.15

110.88

40.76

131.2

147.11

140.94

(ft)

LENGTH

PAVED

(ft)

LENGTH

TOTAL

(ft)

R 21

(ft)

R [1]

FOOTNOTE:

road centerline.

is on the left side of the approach existing radii or widths. R

Vary radii to fit unusual field conditions. Do not reduce [7] thicknesses and foreslopes.

Refer to mainline typical sections for structural sections[6] roads with widths greater than 15 feet.

Apply the normal mainline crown section to approach[5] provide a flatter foreslope and increased mainline recovery area.

Place culverts at the end of the approach road radius to[4] may be varied ± 20°.

Under special conditions, the approach road angle shown[3] with mainline roadway construction.

Construct cut and fill slopes for approach roads to match[2] locations to be field verified.

Stations shown are approximate locations. Actual [1]

Approach Timber

Approach Pit

Total length

VariableWVariable3' (min.)

1.3'W1.3'2'

J a n u a r y

A p p ro a c h R o p w w o r k

\o r a a p p r d

.d g n

APPROACH ROADS

TYPICAL SECTIONS

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) E.2

S42°13'28"E

N42° 13'2

8"W

'130.31L =

'67.56T =

'200.00R =

(RT)37°19'52"Δ =

621+58.04PI

620+00620+00 620+50 621+00 621+50 622+00

684 684

686 686

688 688

690 690

692 692

694 694

696 696

698 698

700 700

620+00620+00 620+50 621+00 621+50 622+00

684 684

686 686

688 688

690 690

692 692

694 694

696 696

698 698

700 700

-9.507%

-2.000%

-5.791%

' VC60

N constructed Line to be constructed Line to be

Profile grade

Existing ground

Profile grade

Existing ground

Slope stake limits

Clearing limits

Slope stake limits

Clearing limits limits Slope stake

Clearing limits

Install 24" culvert 620+43

N47 °1

2'3 7"

S89°24'21"E S76°17'22"E

'75.72L = '39.78T = '100.00R =

(RT)43°23'03"Δ =

610+51.79PI

'22.89L = '11.50T = '100.00R =

(RT)13°06'58"Δ =

611+40.95PI

609+00 609+50 610+00 610+50 611+00 611+50

454 454

+2.763%

-7.445%

+13 .9

' VC41

' VC61

612+00

332AR 01

306+99 LT

AR 02

332+62 RT

CUYD

EXC.

CUYD

EMB.

CUYD

EXC.

CUYD

EMB.

BEGIN WORK

610+21.56

END WORK

611+58.94

BEGIN WORK

END WORK

620+23.68

621+66.11

2,058

2,621

M a rc h

A R

S h e p w

-w o rk \d

\o r-a

P la n a n d

P ro fi le p la n

A p p ro a c h

.d g n

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) E.3

S °1

'2 "E

S °2

'3 "W

'113.29L =

'68.68T =

'79.50R =

(RT)81°39'01"Δ =

630+86.94PI

630+50 631+00

692 692

694 694

696 696

700 700

702 702

704 704

706 706

708 708

630+50 631+00

692 692

694 694

696 696

698 698

700 700

702 702

704 704

706 706

708 708

+1.192%

' VC60

DW362+50

Line to be constructed

Profile grade

Existing ground

Slope stake limits

Clearing limits

Slope stake limits

Clearing limits

Install 24" culvert 630+30

Install 24" culvert 650+31

Line to be constructed

Slope stake limits

N13°59'06"E

650+00 650+50 651+00

666 666

668 668

670 670

672 672

674 674

676 676

678 678

680 680

650+00 650+50 651+00

666 666

668 668

670 670

672 672

674 674

676 676

678 678

680 680

-2.001%

' VC40

AR 03

332+62 LT

AR 04

362+50 RT

CUYD

EXC.

CUYD

EMB.

CUYD

EXC.

CUYD

EMB.

BEGIN WORK

END WORK

630+16.89

631+45.20

650+16.00

651+23.88

1,297

:5 a y

S h e p w

-w o rk \d

\o r-a

P la n a n d

P ro fi le p la n

A p p ro a c h

.d g n

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) E.4

Existing ground

Line to be constructed

Install 24" culvert

369+15, LT

Slope stake limits

Clearing limits

S0 7°

'23

S21°55'10"W

'89.67L =

'45.84T =

'174.89R =

(RT)29°22'33"Δ =

661+37.32PI

660+00 660+50 661+00 661+50 662+00

580 580

582 582

584 584

586 586

588 588

592 592

594 594

596 596

660+00 660+50 661+00 661+50 662+00

-6.000%

-4.028%

+2.55 2%

' VC100

15K =

'109.53HLSD =

369+15 LT

AR 05

CUYD

EXC.

CUYD

EMB.

BEGIN WORK

660+24.73

END WORK

661+71.15

M a rc h

A R

S h e p w

-w o rk \d

\o r-a

P la n a n d

P ro fi le p la n

A p p ro a c h

.d g n

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) E.5

S35°47'09"E

H F in is h e d s lo p e

N constructed

Line to be

Profile grade

Existing ground

Slope stake limits

Clearing limits

640640

S '1

'64.54L =

'37.65T =

'50.00R =

(LT)73°57'22"Δ =

640+82.74PI

640+45.09 PC

640+00.00

POB 640

640+50 641+00 641+50 642+00 642+50

688 688

690 690

692 692

694 694

696 696

698 698

700 700

702 702

704 704

640+50 641+00 641+50 642+00 642+50

688 688

690 690

692 692

694 694

696 696

698 698

700 700

702 702

704 704

-2.000%

BEGIN WORK

640+19.24

END WORK

640+55.00

AR 06

356+90 LT

CUYD

EXC.

CUYD

EMB.

:3 a y

G -7

S h e p w

-w o rk \d

\o r-a

P la n a n d

P ro fi le p la n

A p p ro a c h

.d g n

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) E.6

N '4

S00°09'46"W

S2 3°

'11

N '4

'62.98L =

'31.75T =

'200.00R =

(LT)18°02'36"Δ =

671+44.72PI

S00°09'46"W

S2 3°4

1'1 1"E

'62.44L = '31.68T = '150.00R =

(LT)23°50'57"Δ =

681+05.85PI

P O

680+50 681+00

-1 .0

-3.240%

' VC40

3.69K =

'119.69SSD =

Clearing limits

Slope stake limits

Line to be constructed

Profile grade

Existing ground

Profile grade

N constructed Line to be

Clearing limits

Clearing limits limits Slope stake

Slope stake limits

Profile grade

Existing ground

Install 24" culvert 670+27

N89°25'44"E

N71°23'07"E

C 6

S '4

680+74.17

680+00.00

POB

'62.98L = '31.75T = '200.00R =

(LT)18°02'36"Δ =

671+44.72PI

670+50 671+00

446 446

450 450

452 452

454 454

456 456

458 458

460 460

462 462

670+50 671+00

446 446

448 448

450 450

452 452

454 454

456 456

458 458

460 460

462 462

' VC40

6K =

'66.24HLSD =

671+50 672+00

462 462

464 464

466 466

468 468

470 470

472 472

474 474

476 476

478 478

671+50 672+00

462 462

464 464

466 466

468 468

470 470

472 472

474 474

476 476

478 478 .8

672+50 673+00

470 470

472 472

474 474

476 476

480 480

482 482

484 484

486 486

BEGIN WORK

670+11.84

END WORK

672+50.92

381+35 LT

AR 07

681+38.36

END WORK

BEGIN WORK

680+08.00

CUYD

EXC.

CUYD

EMB.

CUYD

EXC.

CUYD

EMB.

4,205

M a rc h

S h e p w

-w o rk \d

\o r-a

P la n a n d

P ro fi le p la n

A p p ro a c h

.d g n

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) E.7

RIPRAP DITCH

Cut slope varies 1:4

Riprap ditch, method B, class 2

Geotextile, class 1, type C

:1 a y

T a b u la ti o n o f E

C Q u a n ti ti p w w o r k

\o r a e c

.d g n

QUANTITIES

EROSION CONTROL

TABULATION OF

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) F.1

BEGIN PROJECT

299+30.00

LEGEND:

Silt fence

Fiber rolls stabilized construction exit

Soil erosion control, Slope stake limits

Slope stake limits

Temporary diversion channel

315+38

C ol em an C re ek

Temporary diversion channel

321+95

Slope stake limits

50 10002550

Scale in feet

St re am

S tr e a m

S tr ea m

St re am

S tr e a m

Protect Wetland D

Protect Wetland B

Construction limits

Existing culvert

Removal of pavement, asphalt

Existing culvert

Rolled Erosion Control Product, Type 2.D

Check dam

M a r c h

C P

S h e p w w o r k \d

\o r a E

C P

L A

N .d g n

299+30 to 325+00

EROSION CONTROL

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) F.2

5 3

LEGEND:

Slope stake limits

50 10002550

Scale in feet

Construction limits

Existing culvert

Silt fence

Fiber rolls

Rolled Erosion Control Product, Type 2.D

Check dam

M a r c h

C P

S h e p w w o r k \d

\o r a E

C P

L A

N .d g n

325+00 to 353+00

EROSION CONTROL

STATE PROJECT

NUMBER

OR TILLAMOOK B780(1) F.3

LEGEND:

Slope stake limits

50 10002550

Scale in feet

Stream 8

Stream 9

S tr e a m

Construction limits

Existing culvert

Silt fence

Fiber rolls

Rolled Erosion…

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File details come from the government source that posted it. Updated Jul 15, 2021.