20261006_25-C010 (LINCOLN CITY ADA CROSSING NE 26TH)-FINAL.pdf

PDF 13 MB Posted Nov 2, 2026

Attached to: NW 26th & 101 RRFB
Solicitation number: S-KL2157-00018326
Issued by: Oregon

About this file

Written by GovTribe AI · Nov 3, 2026

These are 100% construction documents for the Lincoln City ADA Crossing NE 26th project located at Oregon Coast Highway (US 101) at NW 26th Street in Lincoln City, Oregon 97367. The project is managed by the City of Lincoln City, with civil engineering and design services provided by Froelich Engineers, Inc. and Global Transportation Engineering. The scope of work encompasses ADA accessibility improvements including construction of pedestrian crossing facilities, curb returns, ADA ramps, truncated dome detectable warning surfaces, sidewalks, curbs and gutters, asphalt pavement restoration, a pedestrian refuge island, pedestrian push buttons, traffic signal modifications, and rapid flashing beacon (RRFB) installation. The construction documents are dated July 14, 2026 and include 100% design plans with multiple sheets detailing existing conditions, typical sections, layout and striping, site plans, profiles, and construction details. The project involves modifications to ODOT right-of-way on Highway 101 with coordination required through Oregon's utility notification system and ODOT approval processes, including submission of a Traffic Control Plan/Traffic Pattern Analysis Report prior to construction.

The project specifications reference the Oregon Standard Specifications of Construction 2024 and multiple ODOT standard drawings for construction requirements and materials. Work includes pavement replacement with Level 3 dense-graded asphalt concrete over aggregate or controlled low-strength material bases, installation of safety features including yellow curb paint and flexible tubular markers, and lighting improvements with LED luminaire installation on existing utility poles. The project documents identify existing utilities including water mains, gas lines, sanitary and storm drainage systems, telecommunications, and power facilities that must be protected or coordinated during construction. Two rapid flashing beacon systems with solar power and audible pedestrian pushbuttons are planned, requiring coordination with ODOT Region 2 Signal Operations for activation parameters. Construction involves removal and reconstruction of existing pavement, curbs, sidewalks, and driveways within specified limits, with grading and profile specifications detailed across multiple design sheets.

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N W

H S

HWY 101 (ODOT)

SHEET NUMBER:

O R

N C

T H

W Y

C O

Y, O R

N , 9

100%

CONSTRUCTION

DOCUMENTS

EME

REV

PROJECT NO:

DATE:

DRAWN BY:

PROJECT MANAGER:

DATE ISSUE TITLE

DESIGNER:

C O

C R

N E

LAM

SHEET TITLE:

SCALE: AS SHOWN

CITY OF

LINCOLN

CITY

801 SW HWY 101

LINCOLN CITY 97367

07/14/2026

Fi le

: P :\2

-C

(L in co ln

C ity

A D

A C ro ss in g)

C iv il D es ig n D oc um en ts

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Plotted: 8/14/26 at 12:00pm By: lmatthews

7T B

Portland, OR | Bend, OR | Denver, CO engineers froelich-engineers.com | FE# #### in c

CIVIL Ã STRUCTURAL

C O

R U

O N

D O

C U

ST1.0

COVER SHEET

25-C010

LMATTHEWS

SITE MAP

LINCOLN CITY ADA CROSSING NE 26TH

LINCOLN CITY, OR

MAP FROM: GOOGLE ©

VICINITY MAP

CITY OF LINCOLN CITY

801 SW HWY 101, PO BOX 50

LINCOLN CITY, OREGON 97367

TEL: 541-996-1238

CEL: 541-364-1029

CONTACT: DANIEL WENTZ, PE, CITY

ENGINEER

DWENTZ@LINCOLNCITY.ORG

FROELICH ENGINEERS, INC.

17700 SW UPPER BOONES FERRY RD. SUIT

PORTLAND, OREGON 97223

TEL: 503-624-7005

CONTACT: EVAN EYKELBOSCH, PE

MONICA LEAL, PE

227 SW PINE ST, SUITE 220

PORTLAND, OREGON 97204

TEL: 503-488-5768

CEL: 503-310-6722

CONTACT: MONICA LEAL, PE

WWW.GLOBALTRANSENG.COM

PROJECT CONTACTS

SHEET INDEX

PROJECT INFORMATION

{LIST ANY RELEVANT PROJECT INFORMATION HERE IF NECESSARY}

NOTICE TO EXCAVATORS:

ATTENTION: OREGON LAW REQUIRES YOU TO

FOLLOW RULES ADOPTED BY THE OREGON

UTILITY NOTIFICATION CENTER. THOSE

RULES ARE SET FORTH IN OAR 952-001-0010

THROUGH OAR 952-001-0090. YOU MAY

OBTAIN COPIES OF THE RULES BY CALLING

THE CENTER.

(NOTE: THE TELEPHONE NUMBER FOR THE

OREGON UTILITY NOTIFICATION CENTER IS

(503)-232-1987).

Dig Safely.

POTENTIAL UNDERGROUND FACILITY OWNERS

Call the Oregon One-Call Center 1-800-332-2344

PROPOSED DESCRIPTION EXISTING

LEGEND

PROPERTY LINE

EASEMENT LINE

CENTERLINE

BUILDING OUTLINE

GRADE BREAK

SAWCUT

CURB & GUTTER

CURB

RIGHT OF WAY

SIDEWALK/CONCRETE

BUILDING OVERHANG

EDGE OF ASPHALT

MAJOR CONTOUR

STORM DRAIN

SANITARY SEWER

WATER MAIN

TELECOMMUNICATIONS

POWER

GAS MAIN

SWALE FLOWLINE

OVERHEAD UTILITY

UTILITY TO BE ABANDONED

UTILITY TO BE REMOVED

FENCELINE

125125

CATCH BASIN

AREA DRAIN/LANDSCAPE DRAIN

UTILITY POLE

LIGHT POLE

JUNCTION BOX

CLEANOUT (COTG)

MANHOLE

WATER METER VAULT

FIRE HYDRANT

GAS VALVE

SIGN

TREE

FDC

MINOR CONTOUR 124124

X X

COM

FIRE PROTECTION

BACKFLOW VAULT

PROJECT

SITE

SHEET NUMBER SHEET DESCRIPTION

ST1.0 COVER SHEET

ST1.1 EXISTING CONDITIONS

ST2.0 TYPICAL SECTION

ST3.0 LAYOUT AND STRIPING

ST3.1 SITE PLAN

ST3.2 PROFILE

ST4.0 DETAILS

ST4.1 DETAILS

ST4.2 DETAILS

ST4.3 DETAILS

ST4.4 DETAILS

ST4.5 DETAILS

MA01 LEGEND

MB01 FLASHING BEACON PLAN

MB02 EXISTING UTILITIES

MB03 DETAILS

PA01 LEGEND AND LIGHT POLE TABLE

PB01 ILLUMINATION MODIFICATION PLAN

AC ASPHALT CONCRETE

AD AREA DRAIN

APPROX APPROXIMATE

B BOLLARD

BLDG BUILDING

BOW BACK OF WALK

BS BOTTOM OF SWALE

BOTTOM OF STAIR

BW BOTTOM OF WALL

CB CATCH BASIN

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

CONC. CONCRETE

COTG CLEANOUT TO GRADE

CP CONTROL POINT

Δ DELTA

D/W DRIVEWAY

DIA.,Ø DIAMETER

DIP DUCTILE IRON PIPE

E EASTING

EXIST./EX EXISTING

FDC FIRE DEPARTMENT CONNECTION

FF FINISH FLOOR ELEVATION

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOWLINE

FND FOUNDATION

G GUTTER

GB GRADE BREAK

GL GAS LINE

GV GATE VALVE

H HEIGHT

HCP HANDICAP PARKING SPACE

HP HIGH POINT

ID INSIDE DIAMETER

IE INVERT ELEVATION

INV INVERT

IRR. IRRIGATION

LP LIGHT POLE

MH MANHOLE

MIN MINIMUM

N NORTHING

O.D OUTSIDE DIAMETER

OF OUTFALL

OVH/OH OVERHEAD

P/L PROPERTY LINE

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PCR POINT OF CURB RETURN

PED PEDESTRIAN

PIV POST INDICATOR VALVE

PM PARKING METER

POC POINT ON CURVE

PP POWER POLE

PRC POINT OF REVERSE CURVATURE

PT POINT OF TANGENT

P.U.E PUBLIC UTILITY EASEMENT

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PVT PRIVATE

R RIM

RD ROOF DRAIN

R.O.W RIGHT-OF-WAY

S SLOPE (FT/FT)

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SHT SHEET

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STREET

STA STATION

STD STANDARD

S/W SIDEWALK

TC TOP OF CURB

TD TRENCH DRAIN

TG TOP OF GROUND

TP TOP OF PAVEMENT

TRANS. TRANSFORMER

TS TOP OF STAIR

TW TOP OF WALL

TOP OF WALK

TYP TYPICAL

UG UNDERGROUND

UGE UNDERGROUND ELECTRIC

W WATER

W/ WITH

WM WATER METER

WV WATER VALVE

ABBREVIATIONS

DIGITALLY SIGNED

8/14/26

SHEET NUMBER:

O R

N C

T H

W Y

C O

Y, O R

N , 9

100%

CONSTRUCTION

DOCUMENTS

EME

REV

PROJECT NO:

DATE:

DRAWN BY:

PROJECT MANAGER:

DATE ISSUE TITLE

DESIGNER:

C O

C R

N E

LAM

SHEET TITLE:

SCALE: AS SHOWN

CITY OF

LINCOLN

CITY

801 SW HWY 101

LINCOLN CITY 97367

07/14/2026

Fi le

: P :\2

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A D

A C ro ss in g)

C iv il D es ig n D oc um en ts

Fr oe lic h\

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Plotted: 8/14/26 at 9:26am By: lmatthews

7T B

Portland, OR | Bend, OR | Denver, CO engineers froelich-engineers.com | FE# #### in c

CIVIL Ã STRUCTURAL

C O

R U

O N

D O

C U

ST1.1

EXISTING

CONDITIONS

25-C010

LMATTHEWS

℄PL

BACK OF

PED ZONE

(BPZ)

AGGREGATE

BASE

CONSTRUCT

4" THICK

SIDEWALK

PER RD720

24" CURB AND

GUTTER PER

RD700

SAWCUT

2.0% - 6.0%

REPLACE AC PAVEMENT

WITH 8" OF LEVEL 3, 1/2"

DENSE GRADED WMAC OVER

12" OF AGGREGATE OR

MATCH EXISTING IF

GREATER.

EXISTING

PAVEMENT

SCALE: NTS1 TYP. SECTION - HWY 101

6.00'

SIDEWALK

2.00'

CURB

AND

GUTTER 3.00' VARIES 1.00' (TYP)1.00' (TYP)

LANDSCAPE

VARIES 8.00'

CONSTRUCT 8'

REFUGE ISLAND

PER RD 705

VARIES VARIES

2.00'

CURB

AND

GUTTER

VARIES

SIDEWALK

24" CURB AND

GUTTER PER

RD700

BACK OF

PED ZONE

(BPZ)

CONSTRUCT

4" THICK

SIDEWALK

PER RD720

AGGREGATE

BASE

14.75'

0.5'±

REPLACE AC PAVEMENT WITH 8" OF

LEVEL 3, 1/2" DENSE GRADED WMAC

OVER 10" CLSM OR MATCH EXISTING

IF GREATER. TACK COAT BETWEEN

CLSM AND ASPHALT.

EXISTING

PAVEMENT

TRAVEL LANE

VARIES

20.9'-21.8'

TRAVEL LANE

VARIES

19.2'-24.5'

REPLACE AC PAVEMENT

WITH 8" OF LEVEL 3, 1/2"

DENSE GRADED WMAC

OVER 12" OF

AGGREGATE OR MATCH

EXISTING IF GREATER.

G TP

BACK OF

PED ZONE

(BPZ)

AGGREGATE

BASE

CONSTRUCT

4" THICK

SIDEWALK

PER RD720 24" CURB AND

GUTTER PER

RD700

SAWCUT

6.00'

SIDEWALK

2.00'

CURB

AND

GUTTER 3.00'

LANDSCAPE

VARIES

SCALE: NTS2 TYP. SECTION - HWY 101

EXISTING

PAVEMENT

EXISTING

RETAINING WALL

6" -2

2.65'±

REPLACE AC PAVEMENT

WITH 8" OF LEVEL 3, 1/2"

DENSE GRADED WMAC OVER

12" OF AGGREGATE OR

MATCH EXISTING IF

GREATER.

SHEET NUMBER:

O R

N C

T H

W Y

C O

Y, O R

N , 9

100%

CONSTRUCTION

DOCUMENTS

EME

REV

PROJECT NO:

DATE:

DRAWN BY:

PROJECT MANAGER:

DATE ISSUE TITLE

DESIGNER:

C O

C R

N E

LAM

SHEET TITLE:

SCALE: AS SHOWN

CITY OF

LINCOLN

CITY

801 SW HWY 101

LINCOLN CITY 97367

07/14/2026

Fi le

: P :\2

-C

(L in co ln

C ity

A D

A C ro ss in g)

C iv il D es ig n D oc um en ts

Fr oe lic h\

-C

C .d w g

Plotted: 8/14/26 at 9:26am By: lmatthews

7T B

Portland, OR | Bend, OR | Denver, CO engineers froelich-engineers.com | FE# #### in c

CIVIL Ã STRUCTURAL

C O

R U

O N

D O

C U

ST2.0

TYPICAL

SECTION

25-C010

LMATTHEWS

H S

HWY 101 (ODOT)

49+00

50+00

49+41.01 RT 0.28'

49+77.84 LT 0.37'

49+77.84 RT 11.03'49+41.01 RT 11.67'

ST2.0

9.00'

8.00'13.42' 13.42'

8.00'

6.00'

CW-SC

6.00'

21.54'

6.41'

2.00'

0' 2.

12.00' 11.00'

CLOSE EXISTING CROSSING

7.67' ±

ST2.0

36.83'

9.00'20.00'7.00'

8.34'

1 6

R-20

50.00'

9.90'

12 12

R-20

4.50'

SCALE: 1" = 10'

PLAN - ODOT HWY 101 SCALE

1 INCH = 10 FEET

10 200

SHEET NUMBER:

O R

N C

T H

W Y

C O

Y, O R

N , 9

100%

CONSTRUCTION

DOCUMENTS

EME

REV

PROJECT NO:

DATE:

DRAWN BY:

PROJECT MANAGER:

DATE ISSUE TITLE

DESIGNER:

C O

C R

N E

LAM

SHEET TITLE:

SCALE: AS SHOWN

CITY OF

LINCOLN

CITY

801 SW HWY 101

LINCOLN CITY 97367

07/14/2026

Fi le

: P :\2

-C

(L in co ln

C ity

A D

A C ro ss in g)

C iv il D es ig n D oc um en ts

Fr oe lic h\

-C

0_ P&

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Plotted: 10/6/26 at 5:19pm By: eeykelbosch

7T B

Portland, OR | Bend, OR | Denver, CO engineers froelich-engineers.com | FE# #### in c

CIVIL Ã STRUCTURAL

C O

R U

O N

D O

C U

ST3.0

LAYOUT AND

STRIPING

25-C010

EEYKELBOSCH

PROVIDE STRIPING PER ODOT STD DWG TM500, TM 502,

TM503, TM515, TM517, TM521, TM530, TM560, AND TM561. SEE

SHEETS ST4.3, ST4.4 AND ST4.5

STRIPING LEGEND

1 SAWCUT AND REMOVE EXISTING ASPHALT

2 CONSTRUCT CURB RETURN AND ADA RAMPS PER ODOT STD DRAWING RD910

AND RD912

3 INSTALL TRUNCATED DOME DETECTABLE WARNING SURFACE WITH SAFETY

YELLOW SURFACE COLOR PER ODOT STD DWG RD902, RD904, AND RD906

4 CONSTRUCT TYP MONOLITHIC 30" CURB AND GUTTER AND 6" THICK SIDEWALK

PER ODOT STD DWG RD700 AND RD720

5 CONSTRUCT PEDESTRIAN PUSH BUTTON PER TRAFFIC SIGNAL PLANS ON

SHEETS MA01 - MB04

6 AC PAVEMENT RESTORATION. REPLACE AC PAVEMENT WITH 8" OF LEVEL 3, 1/2"

DENSE GRADED WMAC OVER 12" OF AGGREGATE OR MATCH EXISTING IF

GREATER

7 CONSTRUCT CURBLINE SIDEWALK DRIVEWAY PER ODOT STD DWG RD735

8 CONSTRUCT PEDESTRIAN REFUGE ISLAND PER ODOT STD DWG RD705, RD707,

AND RD710A

9 CONSTRUCT END OF WALK CURB RAMP PER ODOT STD DWG RD950

10 CONSTRUCT SIDEWALK CLOSURE SIGN PER ODOT STD DWG TM240

11 PAINT CURB YELLOW FOR 53 LF

12 INSTALL FLEXIBLE PLASTIC YELLOW SURFACE MOUNTED TUBULAR MARKERS

13 SAWCUT AC PAVEMENT AS REQUIRED FOR REFUGE ISLAND. KEEP SAWCUTS

OUTSIDE OF TRAVEL LANE. REPLACE AC PAVEMENT WITH 8" OF LEVEL 3, 1/2"

DENSE GRADED WMAC OVER 10" OF CLSM OR MATCH EXISTING IF GREATER.

APPLY TACK COAT BETWEEN CLSM AND ASPHALT.

14 REPLACE AC PAVEMENT WITH 2.5" OF LEVEL 2, 1/2" DENSE GRADED HMAC OVER

8" OF OF AGGREGATE OR MATCH EXISTING IF GREATER

15 PAINT CURB YELLOW FOR 31 LF

16 INSTALL CROSSWALK MARKINGS WITH 4.5' MINIMUM SPACING. CENTER

MARKINGS BETWEEN WHEEL PATH TO MINIMIZE WEAR AND REDUCE

MAINTENANCE.

20 PROTECT EXISTING AC PAVEMENT

21 PROTECT EXISTING WATER MAIN OR SERVICE

22 PROTECT EXISTING GAS MAIN OR LATERAL

23 PROTECT EXISTING OVERHEAD UTILITY

24 PROTECT EXISTING UTILITY POLE

25 PROTECT EXISTING BUILDING

26 PROTECT EXISTING WALL

27 PROTECT EXISTING STRIPING. RETAIN PAVEMENT MARKINGS TO STA 49+41.01

AS INDICATED ON PLANS.

28 PROTECT EXISTING STRIPING. SAWCUT ALONG INSIDE FACE OF EXISTING

STRIPING. REPLACE ALL IMPACTED PAVEMENT MARKINGS.

40 CONTRACTOR TO MEET WITH CITY AND PROPERTY OWNER PRIOR TO

CONSTRUCTION TO IDENTIFY EXACT REMOVAL LIMITS DESIRED BY PROPERTY

OWNER AS PART OF CONSTRUCTION

41 REMOVE EXISTING TWO-WAY LEFT TURN LANE (TWL) PAVEMENT MARKINGS

FROM STA 49+41.01 TO STA 49+77.84, TOTAL LENGTH = 37 LF. RESTRIPE WITH

NEW ND/R-20 STRIPING. PROVIDE SMOOTH CONTINUOUS TRANSITIONS WHERE

LANES LINES TIE INTO EXISTING.

42 INSTALL NEW LUMINAIRE AND ARM ON EXISTING WOOD POLE PER ILLUMINATION

PLANS ON SHEETS PA011 - PB02

KEY NOTES

1. REMOVE ALL CURBS, SIDEWALKS, AND DRIVEWAYS WITHIN CONSTRUCTION LIMITS

UNLESS NOTED OTHERWISE.

2. MATCH GRADES AT SAWCUT LINES.

SHEET NOTES

1. SLOPES HOLD OVER ELEVATIONS.

2. SEE ODOT STD DWG RD120, RD700, RD720, RD900, RD901, RD902, RD904, RD912,

TM223, AND TM680 FOR DETAILS NOT SHOWN.

3. CONSTRUCT CONCRETE JOINTS PER ODOT STD DWG RD722.

4. WHEN LANE LINE ARE INCORPORATED, MATCH STRIPING INTO EXISTING.

CONSTRUCTION NOTES

1. PROVIDE ALL MATERIALS AND PERFORM ALL WORK ACCORDING TO THE "OREGON

STANDARD SPECIFICATIONS OF CONSTRUCTION 2024".

2. ALL EXISTING AND PERMANENT TRAFFIC CONTROL SIGNING, CURB AND PAVEMENT

MARKINGS, AND BARRICADES TO BE PROTECTED, INSTALLED, OR REINSTALLED PER

SHEET ST3.0.

3. SIGNS AND SIGN POSTS REMOVED BY THE PERMITTEE OR ITS AGENT SHALL BE

DELIVERED TO THE BUREAU OF MAINTENANCE, ALBINA YARD. CONTACT JIM BUHLER

AT 503-823-4056 TO ARRANGE A DELIVERY TIME. REMOVE ALL SIGNS, CONCRETE AND

DEBRIS FROM THE POST PRIOR TO DELIVERY.

4. ALL TRANSVERSE LINE WORK, LEGENDS, SYMBOLS, AND ARROWS SHALL BE TYPE

“B-HS” PREFORMED, FUSED THERMOPLASTIC FILM HIGH SKID AND SHALL COMPLY

WITH ODOT STANDARD AND SPECIFICATIONS 00850, AND 00867.

5. THE CONTRACTOR IS TO SUBMIT A TCP/TPAR PLAN TO ODOT FOR APPROVAL PRIOR

TO STARTING WORK IN ODOT RIGHT-OF-WAY.

ODOT GENERAL NOTES

AutoCAD SHX Text

RENEWS:

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

83603PE

AutoCAD SHX Text 12/31/27 eeykelbosch Stamp eeykelbosch Typewritten Text 10/6/26

H S

HWY 101 (ODOT)

1+02.34

=49+50.42 LT -28.47' (HWY 101 ODOT)

TP=131.34

1+71.93 G=133.32

2+10.53

=50+58.53 LT -32.71' (HWY 101 ODOT)

G=134.17±

(MATCH EX.)

3 4

75 6 8 10 11

26 29

22 25

1+98.93 G=133.91

1+78.93 G=133.47

1+14.35 G=131.72

1+08.35 G=131.63

TP=132.51

TP=132.49

EG=132.1±EG=131.1±

EG=131.3±

TP=131.44

50+11.24 RT 26.62'

50+11.24 RT 31.16'

50+31.85 RT 26.62'

50+31.78 RT 31.12'

G=134.00±

50+31.78 RT 31.62'

BC=134.54±

50+23.70 RT 34.63'

TP=134.00±

50+19.76 RT 34.72'

TP=133.97±

50+14.59 RT 34.85'

BC=134.12±

50+14.22 RT 34.52'

G=133.70±

1+25.35

TC=132.53

G=132.03

2+07.93 G=134.11

TP=133.17TP=132.66

48 49

5051 52

53 54

3% 4.

7.1%2.2%1.

2.8%1.

7.3%1.5% 1.

4.8%

4.1%

3.0%

3.1%

POINT TABLE

POINT #

ELEVATION

131.34

131.73

131.82

132.62

133.91

133.62

133.46

134.06

133.97

134.70

134.76

131.64

131.73

132.53

133.82

133.53

133.98

134.61

134.67

133.14

133.21

132.01

132.32

132.56

132.86

132.08

132.37

132.61

132.91

131.60

131.79

132.33

132.28

132.48

133.11

133.18

133.77

133.80

132.43

132.52

132.90

131.70

131.84

132.53

132.61

133.00

133.05

132.51

132.82

132.87

132.58

133.11

133.06

133.36

133.11

132.37

133.03

133.11

133.69

NORTHING

500025.92

500019.77

500013.77

500002.77

499956.20

499949.21

499949.16

499929.21

499929.19

499920.21

499917.33

500019.90

500013.90

500002.90

499956.33

499949.34

499929.34

499920.34

499917.72

500009.91

500010.18

500032.15

500022.75

500014.76

500005.37

500032.64

500023.24

500015.25

500005.85

500048.16

500043.58

500031.83

500023.54

500017.56

500007.91

500004.94

500003.96

500004.06

500023.67

500017.68

500013.11

500048.37

500043.78

500024.06

500018.07

500012.67

500011.77

500032.18

500023.28

500023.71

500032.61

500014.72

500014.30

500005.40

500005.82

500032.23

500024.09

500018.10

500004.75

EASTING

7295002.64

7295009.01

7295008.88

7295008.64

7295007.62

7295007.47

7295009.50

7295007.03

7295008.28

7295006.84

7295006.71

7295003.01

7295002.88

7295002.64

7295001.62

7295001.47

7295001.03

7295000.84

7295000.78

7294938.09

7294933.60

7294972.96

7294972.38

7294971.90

7294971.32

7294964.97

7294964.40

7294963.91

7294963.34

7294938.28

7294938.00

7294940.83

7294942.84

7294942.47

7294937.97

7294933.28

7294927.36

7294924.96

7294940.84

7294940.47

7294938.29

7294934.47

7294934.30

7294934.45

7294934.08

7294941.30

7294940.87

7294972.46

7294971.92

7294964.93

7294965.47

7294964.38

7294971.37

7294970.82

7294963.83

7294934.39

7294933.95

7294933.58

7294932.77

DESCRIPTION

NUMBER

LENGTH

4.60

11.97

8.96

6.00

23.29

2.42

RADIUS

20.000

15.000

DELTA

S3° 34' 37.38"W

34°17'

34°12'

S3° 30' 04.96"W

88°57'

N87° 33' 02.11"W

CHORD LENGTH

11.79

8.82

21.02

NUMBER

LENGTH

10.37

8.05

RADIUS

14.000

DELTA

42°27'

S4° 22' 25.08"W

CHORD LENGTH

10.14

5+00

5+14.60, PC

=49+36.73 RT 36.64' (HWY 101 ODOT)

G=131.29

5+10.00 G=131.08±

5+26.56, PRC

G=131.83

5+35.52, PT

G=132.24

5+41.52, PC

G=132.47

5+53.32 G=133.10

5+58.80 G=133.18

5+67.22 G=133.5±

5+64.82, PT

=29+54.58 LT -22.37' (NW 26th ST) G=133.42

42 43

49+81.61 RT 26.08'49+32.14 RT 26.08'

5+46.74 G=132.75

5+47.77 G=132.8046

1.5%

7.5%

1.4%

4.5%1.

1.2%

2.0% 1.5% 7.5% 0.4%

1.5%

3.4%

3.3%

57 58 59

SCALE: 1" = 10'

PLAN - ODOT HWY 101

SHEET NUMBER:

O R

N C

T H

W Y

C O

Y, O R

N , 9

100%

CONSTRUCTION

DOCUMENTS

EME

REV

PROJECT NO:

DATE:

DRAWN BY:

PROJECT MANAGER:

DATE ISSUE TITLE

DESIGNER:

C O

C R

N E

LAM

SHEET TITLE:

SCALE: AS SHOWN

CITY OF

LINCOLN

CITY

801 SW HWY 101

LINCOLN CITY 97367

07/14/2026

Fi le

: P :\2

-C

(L in co ln

C ity

A D

A C ro ss in g)

C iv il D es ig n D oc um en ts

Fr oe lic h\

-C

0_ P&

dw g

Plotted: 8/14/26 at 9:26am By: lmatthews

7T B

Portland, OR | Bend, OR | Denver, CO engineers froelich-engineers.com | FE# #### in c

CIVIL Ã STRUCTURAL

C O

R U

O N

D O

C U

ST3.1

SITE PLAN

25-C010

EEYKELBOSCH

SCALE: 1" = 5'

CURB EXTENSION ELARGMENT

SEE CURB EXTENSION

ENLARGEMENT, THIS SHEET

GRADING SLOPE AND DIRECTION

(DOWNHILL)

X.X%

SPOT ELEVATION

DESCRIPTION LISTED BELOW.

NO DESCRIPTION MEANS TP

OR TG

BC TOP OF BACK OF CURB

EG EXISTING GRADE

G GUTTER

TC TOP OF FACE OF CURB

TP TOP OF PAVEMENT

XX = XX.XX

GRADING LABEL LEGEND

CALLOUT DESCRIPTION

20 LF DRIVEWAY

1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20

2.79%

2.19%

4.80% 1.50%

PROPOSED GRADE AT

BACK OF CURB

PROPOSED GRADE AT

PROPOSED GUTTER

EXISTING GRADE

AT SAWCUT

8 2+

G =1

4+90 5+00 5+10 5+20 5+30 5+40 5+50 5+60 5+70 5+80 5+90

4.55%

3.75%

3.93%

5.34%

1.50%

G =1

9 5+

PROPOSED GRADE AT

PROPOSED GUTTER

PROPOSED GRADE AT

BACK OF CURB

EXISTING GRADE

G =1

SHEET NUMBER:

O R

N C

T H

W Y

C O

Y, O R

N , 9

100%

CONSTRUCTION

DOCUMENTS

EME

REV

PROJECT NO:

DATE:

DRAWN BY:

PROJECT MANAGER:

DATE ISSUE TITLE

DESIGNER:

C O

C R

N E

LAM

SHEET TITLE:

SCALE: AS SHOWN

CITY OF

LINCOLN

CITY

801 SW HWY 101

LINCOLN CITY 97367

07/14/2026

Fi le

: P :\2

-C

(L in co ln

C ity

A D

A C ro ss in g)

C iv il D es ig n D oc um en ts

Fr oe lic h\

-C

0_ P&

dw g

Plotted: 8/14/26 at 9:26am By: lmatthews

7T B

Portland, OR | Bend, OR | Denver, CO engineers froelich-engineers.com | FE# #### in c

CIVIL Ã STRUCTURAL

C O

R U

O N

D O

C U

ST3.2

PROFILE

25-C010

EEYKELBOSCH

SCALE:

PROFILE - EAST ODOT HWY 101

HORZ: 1" = 5'

VERT: 1" = 1'

SCALE:

PROFILE - NORTHWEST ODOT HWY 101

HORZ: 1" = 5'

VERT: 1" = 1'

N C

T H

W Y

C O

Y, O R

N , 9

100%

CONSTRUCTION

DOCUMENTS

EME

REV

PROJECT NO:

DATE:

DRAWN BY:

PROJECT MANAGER:

DATE ISSUE TITLE

DESIGNER:

C O

C R

N E

LAM

SHEET TITLE:

SCALE: AS SHOWN

CITY OF

LINCOLN

CITY

801 SW HWY 101

LINCOLN CITY 97367

07/14/2026

Fi le

: P :\2

-C

(L in co ln

C ity

A D

A C ro ss in g)

C iv il D es ig n D oc um en ts

Fr oe lic h\

-C

0_ D

.d w g

Plotted: 8/14/26 at 9:26am By: lmatthews

7T B

Portland, OR | Bend, OR | Denver, CO engineers froelich-engineers.com | FE# #### in c

CIVIL Ã STRUCTURAL

C O

R U

O N

D O

C U

ST4.0

DETAILS

25-C010

LMATTHEWS

N C

T H

W Y

C O

Y, O R

N , 9

100%

CONSTRUCTION

DOCUMENTS

EME

REV

PROJECT NO:

DATE:

DRAWN BY:

PROJECT MANAGER:

DATE ISSUE TITLE

DESIGNER:

C O

C R

N E

LAM

SHEET TITLE:

SCALE: AS SHOWN

CITY OF

LINCOLN

CITY

801 SW HWY 101

LINCOLN CITY 97367

07/14/2026

Fi le

: P :\2

-C

(L in co ln

C ity

A D

A C ro ss in g)

C iv il D es ig n D oc um en ts

Fr oe lic h\

-C

0_ D

.d w g

Plotted: 8/14/26 at 9:26am By: lmatthews

7T B

Portland, OR | Bend, OR | Denver, CO engineers froelich-engineers.com | FE# #### in c

CIVIL Ã STRUCTURAL

C O

R U

O N

D O

C U

ST4.1

DETAILS

25-C010

LMATTHEWS

N C

T H

W Y

C O

Y, O R

N , 9

100%

CONSTRUCTION

DOCUMENTS

EME

REV

PROJECT NO:

DATE:

DRAWN BY:

PROJECT MANAGER:

DATE ISSUE TITLE

DESIGNER:

C O

C R

N E

LAM

SHEET TITLE:

SCALE: AS SHOWN

CITY OF

LINCOLN

CITY

801 SW HWY 101

LINCOLN CITY 97367

07/14/2026

Fi le

: P :\2

-C

(L in co ln

C ity

A D

A C ro ss in g)

C iv il D es ig n D oc um en ts

Fr oe lic h\

-C

0_ D

.d w g

Plotted: 8/14/26 at 9:26am By: lmatthews

7T B

Portland, OR | Bend, OR | Denver, CO engineers froelich-engineers.com | FE# #### in c

CIVIL Ã STRUCTURAL

C O

R U

O N

D O

C U

ST4.2

DETAILS

25-C010

LMATTHEWS

N C

T H

W Y

C O

Y, O R

N , 9

100%

CONSTRUCTION

DOCUMENTS

EME

REV

PROJECT NO:

DATE:

DRAWN BY:

PROJECT MANAGER:

DATE ISSUE TITLE

DESIGNER:

C O

C R

N E

LAM

SHEET TITLE:

SCALE: AS SHOWN

CITY OF

LINCOLN

CITY

801 SW HWY 101

LINCOLN CITY 97367

07/14/2026

Fi le

: P :\2

-C

(L in co ln

C ity

A D

A C ro ss in g)

C iv il D es ig n D oc um en ts

Fr oe lic h\

-C

0_ D

.d w g

Plotted: 8/14/26 at 9:26am By: lmatthews

7T B

Portland, OR | Bend, OR | Denver, CO engineers froelich-engineers.com | FE# #### in c

CIVIL Ã STRUCTURAL

C O

R U

O N

D O

C U

ST4.3

DETAILS

25-C010

LMATTHEWS

N C

T H

W Y

C O

Y, O R

N , 9

100%

CONSTRUCTION

DOCUMENTS

EME

REV

PROJECT NO:

DATE:

DRAWN BY:

PROJECT MANAGER:

DATE ISSUE TITLE

DESIGNER:

C O

C R

N E

LAM

SHEET TITLE:

SCALE: AS SHOWN

CITY OF

LINCOLN

CITY

801 SW HWY 101

LINCOLN CITY 97367

07/14/2026

Fi le

: P :\2

-C

(L in co ln

C ity

A D

A C ro ss in g)

C iv il D es ig n D oc um en ts

Fr oe lic h\

-C

0_ D

.d w g

Plotted: 8/14/26 at 9:26am By: lmatthews

7T B

Portland, OR | Bend, OR | Denver, CO engineers froelich-engineers.com | FE# #### in c

CIVIL Ã STRUCTURAL

C O

R U

O N

D O

C U

ST4.4

DETAILS

25-C010

LMATTHEWS

N C

T H

W Y

C O

Y, O R

N , 9

100%

CONSTRUCTION

DOCUMENTS

EME

REV

PROJECT NO:

DATE:

DRAWN BY:

PROJECT MANAGER:

DATE ISSUE TITLE

DESIGNER:

C O

C R

N E

LAM

SHEET TITLE:

SCALE: AS SHOWN

CITY OF

LINCOLN

CITY

801 SW HWY 101

LINCOLN CITY 97367

07/14/2026

Fi le

: P :\2

-C

(L in co ln

C ity

A D

A C ro ss in g)

C iv il D es ig n D oc um en ts

Fr oe lic h\

-C

0_ D

.d w g

Plotted: 8/14/26 at 9:26am By: lmatthews

7T B

Portland, OR | Bend, OR | Denver, CO engineers froelich-engineers.com | FE# #### in c

CIVIL Ã STRUCTURAL

C O

R U

O N

D O

C U

ST4.5

DETAILS

25-C010

LMATTHEWS

N C

T H

W Y

C O

Y, O R

N , 9

100%

CONSTRUCTION

DOCUMENTS

REV

PROJECT NO:

DATE:

DRAWN BY:

PROJECT MANAGER:

DATE ISSUE TITLE

DESIGNER:

C O

C R

N E

SHEET TITLE:

SCALE: AS SHOWN

CITY OF

LINCOLN

CITY

CLIENT ADDRESS

CITY, STATE

07/30/2026

Fi le

: L :\G

-P ro je ct s\

-0

(L in co ln

C ity

H w y

)\A C

R R

P la ns

.d w g

Plotted: 7/30/26 at 6:49pm By: Rashid

7T B

Portland, OR | Bend, OR | Denver, CO engineers froelich-engineers.com | FE# #### in c

CIVIL Ã STRUCTURAL

OREGON

E E

75,113

25-C010

MA01

LEGEND

Traffic Section Approval

113.62

24808

HWY:

M.P.:

UNIT FILE CODE

4F570/4F571

DFI/TSSU NO.

TM457, TM467, TM493, and Unit Files 24809 through 24811.

ACCOMPANIED BY DWGS.:

Install (N Number) aluminum (18"x30") diagonal downward pointing arrow plaque (W16-7P) ASTM type IX sheeting

Install (N Number) aluminum (36"x36") pedestrian crossing sign (W11-2) ASTM type IX sheeting

N PP Install pedestal with frangible base on (N Number) foundation.

Install actuated beacon system controller cabinetCC

Install audible pedestrian pushbutton with mount ("PUSHBUTTON TO TURN ON WARNING LIGHTS" sign R10-25)PBH

Install solar panel energy sourceSOL

Install (N Number) RRFB rapid flashing barRRFB

LEGEND

L E G E N D

R R F B

S XT Install (S size) inch long pushbutton adaptor/extension

N C

T H

W Y

C O

Y, O R

N , 9

100%

CONSTRUCTION

DOCUMENTS

REV

PROJECT NO:

DATE:

DRAWN BY:

PROJECT MANAGER:

DATE ISSUE TITLE

DESIGNER:

C O

C R

N E

SHEET TITLE:

SCALE: AS SHOWN

CITY OF

LINCOLN

CITY

CLIENT ADDRESS

CITY, STATE

07/30/2026

Fi le

: L :\G

-P ro je ct s\

-0

(L in co ln

C ity

H w y

)\A C

R R

P la ns

.d w g

Plotted: 7/30/26 at 6:49pm By: Rashid

7T B

Portland, OR | Bend, OR | Denver, CO engineers froelich-engineers.com | FE# #### in c

CIVIL Ã STRUCTURAL

OREGON

E E

75,113

25-C010

MB01

FLASHING

BEACON PLAN

NOTE:

See Plan Sheet No. MA01 for Legend

"UTILITIES NOT SHOWN"

See Utility Plan Sheet

Traffic Section Approval

113.62

24809

HWY:

M.P.:

UNIT FILE CODE

4F570/4F571

DFI/TSSU NO.

POLE NO. 2 (TSSU ID:4F571)

FLASHING BEACON PLAN

OREGON COAST HWY. AT NW 26TH ST.

US 101 M.P. 113.62

LINCOLN CITY

OREGON COAST HWY.

(US 101)

N W

H S

STA. 49�59.4 LT3

PPRRFBPBHCCP

POLE NO. 1 (TSSU ID:4F570)

STA. 49�55.2 RT3

PPRRFBSOLPBHP

1 See PB sheets for illumination design details.

CONSTRUCTION NOTES:

R/W

R/W R/W

2 2 2

SOL

0 10 20 40

SCALE FEET

1. Contact Region 2 Signal Operations Engineer Nick Schlotthauer (503-779-7667) at least two weeks prior for activation of the RFFB for activation and timing parameters.

2. Extension bracket shall include 90° button mounting configuration.

NOTES:

NOTE

NOTE 1

49+00 50+00 51+00

(2 4"

/4 .5

(24"/4.5")

N C

T H

W Y

C O

Y, O R

N , 9

100%

CONSTRUCTION

DOCUMENTS

REV

PROJECT NO:

DATE:

DRAWN BY:

PROJECT MANAGER:

DATE ISSUE TITLE

DESIGNER:

C O

C R

N E

SHEET TITLE:

SCALE: AS SHOWN

CITY OF

LINCOLN

CITY

CLIENT ADDRESS

CITY, STATE

07/30/2026

Fi le

: L :\G

-P ro je ct s\

-0

(L in co ln

C ity

H w y

)\A C

R R

P la ns

.d w g

Plotted: 7/30/26 at 6:50pm By: Rashid

7T B

Portland, OR | Bend, OR | Denver, CO engineers froelich-engineers.com | FE# #### in c

CIVIL Ã STRUCTURAL

OREGON

E E

75,113

25-C010

MB02

EXISTING

UTILITIES

24810

HWY:

M.P.:

UNIT FILE CODE

4F570/4F571

DFI/TSSU NO.

OREGON COAST HWY.

(US 101)

N W

H S

EXISTING UTILITIES

OREGON COAST HWY. AT NW 26TH ST.

US 101 M.P. 113.62

LINCOLN CITYR/W

R/W

R/W R/W

0 10 20 40

SCALE FEET

49+00 50+00 51+00

(2 4"

/4 .5

(24"/4.5")

N C

T H

W Y

C O

Y, O R

N , 9

100%

CONSTRUCTION

DOCUMENTS

REV

PROJECT NO:

DATE:

DRAWN BY:

PROJECT MANAGER:

DATE ISSUE TITLE

DESIGNER:

C O

C R

N E

SHEET TITLE:

SCALE: AS SHOWN

CITY OF

LINCOLN

CITY

CLIENT ADDRESS

CITY, STATE

07/30/2026

Fi le

: L :\G

-P ro je ct s\

-0

(L in co ln

C ity

H w y

)\A C

R R

P la ns

.d w g

Plotted: 7/30/26 at 6:50pm By: Rashid

7T B

Portland, OR | Bend, OR | Denver, CO engineers froelich-engineers.com | FE# #### in c

CIVIL Ã STRUCTURAL

OREGON

E E

75,113

25-C010

MB03

DETAILS

24811

HWY:

M.P.:

UNIT FILE CODE

4F570/4F571

DFI/TSSU NO.

The north arrow shown relates to zero degrees on Pedestrian and Vehicle signal poles. Degrees shown in the pole entrance chart show the degrees clockwise from plan sheet north arrow (zero) to equipment located on the pole.

PEDESTRIAN PEDESTAL / VEHICLE PEDESTAT

ORIENTATION DIAGRAM

NOTE:

Equipment shown on the orientation diagram is a clarification of angles of equipment that may be located on a pedestrian pedestal or vehicle pedestal.

℄ of Pedestrian Head

℄ of Vehicle Signal Head of

Pedestrian Head

EQUIPMENT ON POLE

CONTROL

CABINET

DEG.

SIGN

DEG.

RAPID

FLASHING

BAR

P O L E E N T R A N C E C H A R T

FOUNDATION

NUMBER

NO. NO. TYPEPOLE

PED.

PUSHBUTTON

DEG./

EXT. BRACKET

DEG.

SHEET

FOUNDATION

INFORMATION

POLE

MISC. ITEMS

PP/3 Pedestrian signal pedestal on number 3 foundation

See Std. Dwg. TM457 for Foundation Details

1 MB01 PP/3 180 95 0/180 0/180

0/1800/18000PP/3MB012

DETAILS

Pedestrian signal pedestal on number 3 Foundation.PP/3

N C

T H

W Y

C O

Y, O R

N , 9

100%

CONSTRUCTION

DOCUMENTS

REV

PROJECT NO:

DATE:

DRAWN BY:

PROJECT MANAGER:

DATE ISSUE TITLE

DESIGNER:

C O

C R

N E

SHEET TITLE:

SCALE: AS SHOWN

CITY OF

LINCOLN

CITY

CLIENT ADDRESS

CITY, STATE

07/30/2026

Fi le

: L :\G

-P ro je ct s\

-0

(L in co ln

C ity

H w y

)\A C

Ill um in at io n

Pl an s.

dw g

Plotted: 7/30/26 at 1:40pm By: Rashid

7T B

Portland, OR | Bend, OR | Denver, CO engineers froelich-engineers.com | FE# #### in c

CIVIL Ã STRUCTURAL

OREGON

E E

75,113

25-C010

PA01

LEGEND AND

LIGHT POLE

TABLE

I-03860

HWY:

M.P.:

UNIT FILE CODE

DFI/TSSU NO.

Unit Files I-03861.

ACCOMPANIED BY DWGS.:

EX Retain and protect existing wood utility pole.

Install light emitting diode �LED� luminaire �See this sheet for details�.

Work to be done by others.LUM

LEGEND

LUM

RX Remove existing luminaire.

Illumination pole �N number� �See light pole table on this sheet�.N

L E G E N D

P O L E S

L U M I N A I R E

1. Contractor to contact utility companies for field verification prior to lighting improvements to avoid conflict with utilities. Coordinate work with Pacific Power.

2. Maintain and protect all existing illumination equipment and hardware unless otherwise shown.

GENERAL NOTES:

Line 9oltage to Match Existing.*

N LA Install �L Length� foot luminaire arm �See this sheet for details�. Work to be done by others.

EX Retain and protect existing luminaire arm.

N C

T H

W Y

C O

Y, O R

N , 9

100%

CONSTRUCTION

DOCUMENTS

REV

PROJECT NO:

DATE:

DRAWN BY:

PROJECT MANAGER:

DATE ISSUE TITLE

DESIGNER:

C O

C R

N E

SHEET TITLE:

SCALE: AS SHOWN

CITY OF

LINCOLN

CITY

CLIENT ADDRESS

CITY, STATE

07/30/2026

Fi le

: L :\G

-P ro je ct s\

-0

(L in co ln

C ity

H w y

)\A C

Ill um in at io n

Pl an s.

dw g

Plotted: 7/30/26 at 1:40pm By: Rashid

7T B

Portland, OR | Bend, OR | Denver, CO engineers froelich-engineers.com | FE# #### in c

CIVIL Ã STRUCTURAL

OREGON

E E

75,113

25-C010

PB01

ILLUMINATION

MODIFICATION

PLAN

NOTE:

See Plan Sheet No. PA01 for Legend

113.62

I-03861

HWY:

M.P.:

UNIT FILE CODE

DFI/TSSU NO.

LUMLUM

ILLUMINATION MODIFICATION PLAN

OREGON COAST +W<. AT NW 26T+ ST.

US 101 M.P. 113.62

LINCOLN CIT<

0 10 20 40

SCALE FEET

1 Work to be done by Pacific Power. Contact Lincoln City to initiate luminaire removal and installation.

CONSTRUCTION NOTES:

LUMLUM

EX 12

OREGON COAST +W<.

�US 101�

N W

LUMWP

EX 13 14

49+00 50+00

20260814_25-C010 (Lincoln City ADA Crossing NE 26th)-ES

ST1.0 COVER SHEET

ST1.1 EXISTING CONDITIONS

ST2.0 TYPICAL SECTION

ST3.0 LAYOUT AND STRIPING

ST3.1 SITE PLAN

ST3.2 PROFILE

ST4.0 DETAILS

ST4.1 DETAILS

ST4.2 DETAILS

ST4.3 DETAILS

ST4.4 DETAILS

ST4.5 DETAILS

25-C010_MA01

25-C010_MB01

25-C010_MB02

25-C010_MB03

25-C010_PA01

25-C010_PB01

File details come from the government source that posted it. Updated Nov 3, 2026.