or-a1902511_plans.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2025.04.21 15:00:18 -07'00'

BH TP

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

M.P.

M.L.

monument minimum thousand gallon maximum material mile post main line

W

RIP

DI

G W G WV

CP GPS

36 31

36 31

N

E

N 1000EL. 1234.56

TP

TP

SEC.

SEC.

NO SCALE

θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

between bearing bridge balance point bench mark back face back btwn brg.

br.

BP

BM

b.f.

BK

ctrs.

CS

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

NOTE:

1.

on the appropriate plan sheet.

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

W west drwg(s).

dist.

diaph.

dia.

DHV

D exp. jt.

exc.

EW

EQ or eq.

EOP

emb.

elev.

El. 94.16 e.f.

e E expansion joint excavation edge of water equation edge of pavement embankment elevation elevation in feet each face superelevation rate east drawing(s) distance diaphragm diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge) jt.

IE

ID

joint invert elevation inside diameter ftg.

flg.

fin.

f.f.

footing flange finish front face

LW

lt. or LT Ls

LPSM

long.

LNFT

lat.

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

rt. or RT reqd.

reinf.

rdwy.

R/W R.

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

Ts

TS

thd.

TBM

T.

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 (velocity)

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sect.

SC

SADT

S 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

KSI

square inch thousand pounds per pvmt.

PT

PST

PSC

PSI

PSF

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve pounds per square inch pounds per square foot 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

OHWM

OG

OD

o. to o.

o.c.

ordinary high water mark original ground outside diameter out to out on center

NC

N normal crown north

A A

DI

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Control Point (Terrestrial and GPS)

Gas & Water Meter; Gas & Water Valve

Flagpole; Fire Hydrant

Cooking Grate; Garbage Can; Picnic Table

Boulder; Well; Antenna; Grave

Above Ground Tank; Underground Tank

Spot Elevation; Coordinate Grid Tick

Material Source; Bore Hole; Test Pit

Treeline; Individual Trees

Spring or Seep

Section Line 4

Section Corner (Found, Projected) 4

Section Line 16

Section Corner (Found, Projected)16

Property Line

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Paved, Gravel)

Railroad

Trail

Fiber Roll

Silt Fence

Sandbag

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservior; Marshland

North Arrow

Slope Stake Limits Top of Cut

Toe of Fill

Construction Limits

Bottom of Ditch

Fence

Gate with Fence

Cattleguard

Guardrail (single-sided, double-sided)

Concrete Barrier and Guard Wall

Retaining Wall wall face

Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

Overhead/Above Ground Utilities

Underground Utilities

Light, Support w/Anchor) Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

Building

Right-of-Way Line

Permanent Easement

Construction Easement

Riprap

- no symbol -

Section A-A

EXISTING PROPOSED

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, TP = telephone pedestal, TV = CATV pedestal,

- no symbol -

11/2001 DETAIL APPROVED FOR USE

6/2022

10/2014 10/2009 1/2007 9/2005 REVISED: 101-1W

ABBREVIATIONS

PLAN SYMBOLS AND

:0

P

M

M a rc h

D e t W

-1 c p w

-w o rk

\d \o r-a g e n .d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

A.2

OR FLAP DOUGLAS 251(1)

"ALI_MAIN_01" 73+28.31

"ALI_MAIN_02" 527+13.75

8th St th S t

B ro a d w a y A v e

B e a c h B lv d

B ro a d w a y A v e

R d

S a lm o n

H a rb o r

D ri v e

D is c o ve r y

P o in te

L n

L ig h th o u s e

W in c h e s te r

C r e e k

:3

A

A p r il

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

PROJECT

A.3

BEGIN CONSTRUCTION

END CONSTRUCTION

END CONSTRUCTION

BEGIN CONSTRUCTION

Sanitary District

Winchester Bay

RV Park and Campground

Windy Cove A Windy Cove B

Umpqua Dunes RV Park

N

"ALI_MAIN_02" 486+25.45

"ALI_MAIN_01" 8+43.16

HALFMOON BAY

m ile s

To R ee ds po rt

Scale in miles

0.00.10.2 0.2

O rk

R ock Rd

S e e S h e e t A .4 tre a tm e n t a re a

O ff-s ite

W y

M a r in

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

Salmon Harbor Drive

M a r in a W a y

O r k R o c k R o a d

Umpqua River

:3 p r il

O ff -S it e T re a tm e n t A re a V ic in it y

M p p w w o r k \d

\o r a g e n .d g n

VICINITY MAP

OFF-SITE TREATMENT AREA

PROJECT

A.4

Off-site treatment areaN

"ALI_MAIN_01"

Scale in feet

05001000 1000

Sheet and Description

SECTION D SECTION E SECTION F SECTION H SECTION I SECTION J -

PLAN-PROFILE EROSION

CONTROL DRAINAGE SAFETY

FEATURES

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 1,060 60 1,120

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 6,561 329 6,890

A0160 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION EACH 3 1 4

A0180 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT EACH 2 2

A0200 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0220 20101-0000 CLEARING AND GRUBBING ACRE 1.7 0.1 1.8

A0240 20301-0100 REMOVAL OF BOLLARD EACH 188 12 200

A0260 20301-0200 REMOVAL OF BOULDER EACH 6 1 7

A0280 20301-1400 REMOVAL OF INLET EACH 1 1 2

A0300 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE LNFT 460 25 485

A0320 20303-3000 REMOVAL OF SIDEWALK, ASPHALT SQYD 118 7 125

A0340 20310-1000 PLUG, EXISTING PIPE EACH 2 1 3

A0360 20401-0000 ROADWAY EXCAVATION CUYD 7,651 349 8,000

A0380 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 945 25 970

A0400 25126-0000 REMOVE AND RESET BOULDER EACH 57 3 60

A0420 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 6,763 337 7,100

A0440 30901-0000 EMULSIFIED ASPHALT TREATED AGGREGATE BASE TON 2,901 149 3,050

A0480 40301-0200 ASPHALT CONCRETE PAVEMENT, TYPE 2 TON 2,493 127 2,620

A0500 41201-0000 TACK COAT TON 5.9 0.3 6.2

A0520 41301-0000 ASPHALT PAVEMENT MILLING SQYD 659 41 700

A0540 60405-0000 MANHOLE ADJUSTMENT EACH 10 1 11

A0560 61109-5000 RELOCATE WATER METER EACH 4 1 5

A0580 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS LNFT 1,100.00 50.00 1,150.00

A0600 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

(DOUBLE-SIDED) LNFT 5,237.50 262.50 5,500.00

A0620 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 18 2 20

A0640 61921-1000 REMOVE AND RESET FENCE LNFT 134 6 140

A0660 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40 40

A0680 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED CAPACITY

BUCKET, 30-INCH WIDTH HOUR 40 40

A0700 62201-2050 ROLLER HOUR 40 40

A0720

62301-0000 GENERAL LABOR HOUR 80 80

MileStone: 100% Date Completed: 04/28/25 Report Date: 04/28/25

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-A pr

-2

:2

AM

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities

C

U se rs \j os hu a.

ch ri st op he r\ D es kt op or -a

1_

SO

Q

_r ev is ed

.x ls m ]S he et

PROJECT

B.1OR FLAP DOUGLAS 251(1)

SHEET

NUMBER

A0740

62201-3000 HYDRAULIC EXCAVATOR HOUR 40 40

Sheet and Description

SECTION D SECTION E SECTION F SECTION H SECTION I SECTION J -

PLAN-PROFILE EROSION

CONTROL DRAINAGE SAFETY

FEATURES

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0760 62402-0700 FURNISHING AND PLACING TOPSOIL, 12-INCH DEPTH ACRE 0.2 0.2

A0780 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 1.3 0.1 1.4

A0800 62501-0000 TURF ESTABLISHMENT ACRE 1.5 0.1 1.6

A0820 63302-0000 SIGN SYSTEM SQFT 109.5 7.5 117

A0840 63316-1000 REMOVE AND RESET SIGN EACH 41 41

A0860 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE STOP BAR) LNFT 20 5 25

A0880 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE EDGE LINE) LNFT 15,416 784 16,200

A0900 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (DOUBLE YELLOW

CENTERLINE) LNFT 15,240 760 16,000

A0920 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER EACH 80 5 85

A0940 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 40 5 45

A0960 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2 2

A0980 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 16,352 16,352

A1000 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 373 27 400

A1020 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 2,000 100 2,100

A1040 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 90 5 95

-A pr -2

:2

AM

MileStone: 100% Date Completed: 04/28/25 Report Date: 04/28/25

C

U se rs \j os hu a.

ch ri st op he r\ D es kt op or -a

1_

SO

Q

_r ev is ed

.x ls m ]S he et

2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

PROJECT

B.2OR FLAP DOUGLAS 251(1)

e d g e o f t r a v e le d w a y

S a lm o n H a r b o r D r iv e

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

6" compacted depth

Emulsified asphalt treated aggregate base, TRAIL TYPICAL SECTION

"ALI_MAIN_01"

Profile grade

1:4

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

1:2 1:

2 S lo p e s ta k e l im it s

8+43.16 to 73+28.31

LC

1:4

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

1:2

S lo p e s ta k e l im it s class A steel posts (see H-sheets)

Guardrail system MGS, type 2, 41+92 to 45+79

14+17 to 22+29

Varieso f t r a v e le d w a y

S a lm o n H a r b o r D r iv e e d g

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

(see H-sheets)

Guardrail system MGS, type 2, class A steel posts (double-sided)

66+86 to 72+98

54+30 to 65+93

40+66 to 51+06

33+48 to 40+11

23+12 to 32+04

13+86 to 22+21

8+96 to 12+21

GUARDRAIL WIDENING LT

GUARDRAIL WIDENING RT

base, 6" compacted depth

Emulsified asphalt treated aggregate base, 6" compacted depth

Emulsified asphalt treated aggregate

Existing ground Existing ground

0.1% - 2%

Varies Varies

(see Sheet C.2 for details)

Salmon Harbor Drive

"ALI_MAIN_02"

0.1% - 2%

Varies

(see Sheet C.2 for details)

Salmon Harbor Drive

"ALI_MAIN_02"

Varies

Varies Varies

Varies

Varies

9.75"

7' Traveled Lane7' Traveled Lane

4-inch depth Placing conserved topsoil, 4-inch depth Placing conserved topsoil, Sheet 1 of 2

Varies

Varies

Turf establishment

4-inch depth Placing conserved topsoil, Turf establishment

4-inch depth Placing conserved topsoil, Turf establishmentTurf establishment

:4

A p r il

A

L I_

M A

IN

T

Y P

IC

A

L S

E C

T

IO

N p w w o r k

\d

\o r a ty p .d g n

TYPICAL SECTIONS

PROJECT

C.1

487+25.45 to 526+13.75

FULL DEPTH TYPICAL SECTION

"ALI_MAIN_02"

Varies 3' to 10'

1'

Profile grade

1.5% Crown 1.5% Crown

2' Shoulder Varies 3' to 10'

Existing ground

2' Shoulder

12" compacted depth Roadway aggregate, method 2 equal lifts 4" compacted depth, placed in two Asphalt concrete pavement, type 2

1' LC

526+13.75 to 527+13.75

486+25.45 to 487+25.45

MILL AND ASPHALT OVERLAY TYPICAL SECTION

"ALI_MAIN_02"

equal lifts 4" compacted depth, placed in two Asphalt concrete pavement, type 2

Profile grade

LC (match existing)

Shoulder varies 4'-6'

Asphalt pavement milling, 4-inch depth

Varies 1.5%-2% (match existing)

(match existing)

Shoulder varies 2'-4'

Varies 1.5%-2% (match existing)

Tack coat

Existing ground

Tack coat

(see Sheet C.1 for details)

OHV Trail

"ALI_MAIN_01"

(see Sheet C.1 for details)

OHV Trail

"ALI_MAIN_01"

1:2

Varies 12' Traveled Lane 12' Traveled Lane Varies

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

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

Varies 12' Traveled Lane 12' Traveled Lane Varies

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

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

S lo p e s ta k e l im it s

S lo p e s ta k e l im it s

Sheet 2 of 2

4-inch depth Placing conserved topsoil, Turf establishment

4-inch depth Placing conserved topsoil, Turf establishment

:2

A p r il

A

L I_

M A

IN

T Y

P

IC

A L

S E

C T

IO

S p w w o r k

\d

\o r a ty p .d g n

TYPICAL SECTIONS

PROJECT

NUMBER

OR FLAP DOUGLAS 251(1) C.2

:2

A p r il

T a b u la ti o n o f P la n Q u a n ti ti e s

S h e e t o f p w w o r k

\d

\o r a

P

L N ta b q u a n ti ti e s .d g n

(SHEET 1 OF 2)

PLAN QUANTITIES

TABULATION OF

PROJECT

D.1

[1]

[1]

FOOTNOTE:

Adjust to match design grade [1]

[1]

:2

A p r il

T a b u la ti o n o f P la n Q u a n ti ti e s

S h e e t o f p w w o r k

\d

\o r a

P

L N ta b q u a n ti ti e s .d g n

(SHEET 2 OF 2)

PLAN QUANTITIES

TABULATION OF

PROJECT

D.2

:1 a y

E

A R

T H

W O

R K

S U

M M

A R

Y p w w o r k \d

\o r a P

L N e a r th w o r k .d g n

EARTHWORK SUMMARY

PROJECT

D.3

T P

JB

P C

N

BEGIN CONSTRUCTION

"ALI_MAIN_01" 8+43.16

OHV TRAIL

EL = 14.97

E 3,943,147.531

N 750,755.745

SALMON H

ARBOR DRIV

E

"ALI_MAIN_01" Line to be constructed Edge of trail

Edge of trail Slope stake limit

Construction limit

Profile grade

Existing ground

Guardrail system MGS, type 2, class A steel posts (double-sided) 9+21 to 11+96 LT

8+43.16 TO 13+00.00

OHV TRAIL

in place

Existing barrier to remain

"ALI_MAIN_02"

tangent Terminal section, yype MGS, 8+96 to 9+21 tangent Terminal section, type MGS, 11+96 to 12+21 LT

"ALI_APPR_01"

Edge of guardrail widening

(See Sheet D.23) road approach. No trail work

Reconstruct Discovery Point Lane

Protect existing utility in place

PI 11+97.23

Δ = 69°02'35" (RT)

R = 166.00' T = 114.18' L = 200.04' e = N/A

PI 8+45.99

Δ = 03°32'22" (LT)

R = 507.00' T = 15.67' L = 31.32' e = N/A

P C

.3

P O

B

.2

N28°45 '19"E

N25°1 2'57

"E

S °4

'2

"E

P T

.6

PC 13+42.14

P C

.0

PT 12+83.08

.9

.1

.1

7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00

8 8

10 10

12 12

14 14

16 16

18 18

20 20

22 22

-0.39%

+0.68%

+0.60%

.0

.7

L P

.8

HLSD = INF'

K = 56

60' VC

:3

A p ri l

A L

I_ M

A

IN

P la n

S h e t] p w

-w o rk \d

\o r-a

P L

N

P P

IF

.d g n

PROJECT

D.4

SS

JB

EM

JBT

JB

Power

JB

Power Power

N

"ALI_MAIN_01" Line to be constructed

Edge of trail

Edge of trail

Slope stake limit

Profile grade

Existing ground

13+00.00 TO 19+00.00

OHV TRAIL

fence, since removed

Location of old

Construction limit

"ALI_MAIN_02"

"ALI_APPR_01"

Class A steel posts (double-sided) Guardrail system MGS, type 2, 14+11 to 21+86 LT

Guardrail system MGS, type 2, Class A steel posts 14+42 to 22+04 RT

L A

N E

P O

IN

T

D

IS

C O

V E

R Y during construction

Protect existing utility

(See Sheet D.23) road approach. No trail work

Reconstruct Discovery Point Lane widening

Edge of guardrail

A

L I_

A P

P R

14+17 to 14+42 RT Terminal section, type MGS, tangent

Protect existing utilities in place type MGS, tangent Terminal section, 13+86 to 14+11 LT

S85°44'28"E

PI 16+28.10

Δ = 48°49'37" (LT)

R = 630.00' T = 285.96' L = 536.88' e = N/A

P C

.1

P T

.0

5 1

.8

.8

.0

.5

H

.4

13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00

10 10

12 12

14 14

16 16

18 18

20 20

22 22

24 24

+0.42%

+0.60%

SSD = 1322'

K = 326

300' VC

:3

A p ri l

A L

I_ M

A

IN

P la n

S h e p w

-w o rk \d

\o r-a

P L

N

P P

IF

.d g n

PROJECT

D.5

C P

PK

PC

PC

N

"ALI_MAIN_01" Line to be constructed Edge of trail

Edge of trail

Slope stake limit

(See Sheet D.24)

No trail work

Reconstruct Lighthouse Road approach.

Profile grade

Existing ground

19+00.00 TO 25+00.00

OHV TRAIL

Construction limit

"ALI_MAIN_02"

"ALI_APPR_02"

Guardrail system MGS, type 2, Class A steel posts (double-sided) 14+11 to 21+86 LT

Guardrail system MGS, type 2, class A steel posts 14+42 to 22+04 RT class A steel posts (double-sided) Guardrail system MGS, type 2, 23+37 to 32+00 LT type MGS, tangent Terminal section, 23+12 to 23+37 LT

Terminal section, type MGS, tangent 22+04 to 22+29 RT

R O

A D

L

IG

H T

H O

U S E

Edge of guardrail widening

Terminal section, type MGS, tangent 21+86 to 22+11 LT

A

L I_

A P

P R

Protect existing utility in place

0 2

N45°25'55"E N51°47'12"E

PI 21+27.14

Δ = 06°21'18" (RT)

R = 1,000.00' T = 55.51' L = 110.91' e = N/A

P C

.6

P C

.6

P T

.5

2 2 3 2 4 2

.0

.0

.8

.8

SSD = 1326'

K = 60

50' VC

19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00

10 10

12 12

14 14

16 16

18 18

20 20

22 22

24 24

26 26

-0.50% +0.16%

+1.06%

+0.23%

-0.20%

.0

.8

.0

.8

L P

.7

K = 76

50' VC

:4

A p ri l

A L

I_ M

A

IN

P la n

S h e p w

-w o rk \d

\o r-a

P L

N

P P

IF

.d g n

PROJECT

D.6

S S

P o w e r

N to be constructed

"ALI_MAIN_01" Line

Edge of trail

Slope stake limit

Profile grade

Existing ground

23+37 to 32+00 LT Guardrail system MGS, type 2, class A steel posts (double-sided)

25+00.00 TO 31+00.00

OHV TRAIL

"ALI_MAIN_02"

Construction limit

Manhole adjustment Manhole adjustment

PI 26+38.58

Δ = 31°55'16" (LT)

R = 650.00' T = 185.90' L = 362.13' e = N/A

N19°51'5 7"E

P T

.8

P C

.0

25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00

10 10

12 12

14 14

16 16

18 18

20 20

22 22

24 24

26 26

+0.23%

-0.08%

-0.83%

+0.65%

.0

.8

.0

.6

.0

.0

H P

.2

SSD = 1515'

K = 83

60' VC

SSD = 1481'

K = 81

60' VC

HLSD = INF'

K = 121

50' VC

:4

A p ri l

A L

I_ M

A

IN

P la n

S h e p w

-w o rk \d

\o r-a

P L

N

P P

IF

.d g n

PROJECT

D.7

JB

T P S

S S S

N

"ALI_MAIN_01" Line to be constructed

Edge of trail Construction limit

Profile grade

31+00.00 TO 37+00.00

OHV TRAIL

Slope stake limit

"ALI_MAIN_02"

Edge of trail

Existing ground class A steel posts (double-sided) Guardrail system MGS, type 2, 23+37 to 32+00 LT type MGS, tangent Terminal section, 33+48 to 33+73 LT

Removal of boulder

33+73 to 39+86 LT Guardrail system MGS, type 2, class A steel posts (double-sided)

Remove and reset boulder (typ.)

to remain in place

Protect existing culvert type MGS, tangent Terminal section, 32+00 to 32+25 pedestal in place

Protect existing

PI 32+60.22

Δ = 22°11'54" (RT)

R = 1,000.00' T = 196.18' L = 387.43' e = N/A

P T

.4

31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00

8 8

10 10

12 12

14 14

16 16

18 18

20 20

22 22

24 24

-0.83%

-0.83%

.0

.0

L P

K = 217

255' VC

:4

A p ri l

A L

I_ M

A

IN

P la n

S h e p w

-w o rk \d

\o r-a

P L

N

P P

IF

.d g n

PROJECT

D.8

S S P K

T P

T

P JB

Pow er

C P

S E

W E R

S E

W E

RS

E W

E R

N Line to be constructed

"ALI_MAIN_01"

Edge of trail

Edge of trail

Slope stake limit

Profile grade

Existing ground

37+00.00 TO 43+00.00

OHV TRAIL

Construction limit

"ALI_MAIN_02"

"ALI_APPR_03"

Guardrail system MGS, type 2, class A steel posts (double-sided) 33+73 to 39+86 LT

Terminal section, type MGS tangent 39+86 to 40+11 LT

Guardrail system MGS, type 2, class A steel posts (double-sided) 40+91 to 50+81 LT type MGS tangent Terminal section, 40+66 to 40+91

MGS, type 2, class A steel posts Guardrail system 42+17 to 45+54 RT type MGS tangent Terminal section, 41+92 to 42+17 RT

SEWER DISTRICT BUILDING

WINCHESTER BAY

BUILDING

SEWER DISTRICT

WINCHESTER BAY

guardrail widening

Edge of culvert to remain in place

Protect existing pipe culvert to remain in place

Protect existing pipe

Remove and reset fence

A

L I_

A P

P R

(See Sheet D.25) driveway approach. No trail work

Reconstruct Winchester Bay Sewer District

Construction limit

PI 41+63.71

Δ = 06°42'29" (RT)

R = 750.00' T = 43.95' L = 87.81' e = N/A

N42°03'51"E

N48°46'19"E

P C

.7

P T

.5

2 4

L P

37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00

8 8

10 10

12 12

14 14

16 16

18 18

20 20

22 22

+0.35% -0.29% -0.24%+0.35%

.0

.9

HLSD = INF'

K = 82

114' VC

:2

A p ri l

A L

I_ M

A

IN

P la n

S h e p w

-w o rk \d

\o r-a

P L

N

P P

IF

.d g n

PROJECT

D.9

N

Profile grade

Existing ground to be constructed

"ALI_MAIN_01" Line

Slope stake limit

Edge of trail

Edge of guardrail widening

Edge of trail class A steel posts Guardrail system MGS, type 2, 42+17 to 45+54 RT

Edge of guardrail widening

40+91 to 50+81 LT Guardrail system MGS, type 2, class A steel posts (double-sided)

43+00.00 TO 49+00.00

OHV TRAIL

Construction limit type MGS tangent Terminal section, 45+54 to 45+79 RT

End of "ALI_MAIN_02"

Protect utility in place

Construction limit

N48°46'19"E N40°20'33"E

N61°58'12"EPI 48+24.53

Δ = 21°37'39" (RT)

R = 400.00' T = 76.40' L = 150.99' e = N/A

PI 44+37.43

Δ = 08°25'47" (LT)

R = 1,000.00' T = 73.70' L = 147.12' e = N/A

P C

.7

P T

.8

P C

.1

P T

.1

.6

3 4

43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00

8 8

10 10

12 12

14 14

16 16

18 18

20 20

22 22

-0.50%

-0.57%

+1.15%

.0

.5

.0

.3

H P

SSD = 705'

K = 61

100' VC SSD = 14522'

K = 1205

90' VC

:4

A p ri l

A L

I_ M

A

IN

P la n

S h e p w

-w o rk \d

\o r-a

P L

N

P P

IF

.d g n

PROJECT

D.10

TPTP

WATER

WATERWATER

BC

EM

JBJB

WATER

WATERWATER

TP

SS

SS

SS

36"

N to be constructed

"ALI_MAIN_01" Line

Edge of trail

Slope stake limit

Profile grade

Existing ground bollard (typ.)

Remove existing

Edge of guardrail widening

49+00.00 TO 55+00.00

OHV TRAIL

Construction limit

Guardrail system MGS, type 2, class A steel posts (double-sided) 40+91 to 50+81 LT

Terminal section, type MGS tangent 50+81 to 51+06 LT

54+30 to 54+55 LT Terminal section, type MGS tangent

Guardrail system MGS, type 2, class A steel post (double-sided) 54+55 to 65+68 LT

Manhole adjustments

(See Sheet D.26)

Windy Cove West Campground Entrance boulder (typ.)

Remove and reset

A

L I_

A P

P R

Protect utility in place

Protect utility in place

"ALI_APPR_04"

Construction limit

PI 49+72.38

Δ = 07°04'07" (RT)

R = 400.00' T = 24.71' L = 49.35' e = N/A

PI 51+14.61

Δ = 22°21'43" (RT)

R = 300.00' T = 59.30' L = 117.09' e = N/A

N61° 58'

12" E

N69°0 2'19

"E

P T

.1

P C

.6

P T

.0

P C

.3

P T

.4

1 5

49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00

6 6

8 8

10 10

12 12

14 14

16 16

18 18

20 20

-0.57%

-0.36% +1.05%

.0

.2

.0

.5

L P

.6

K = 418

90' VC

HLSD = INF'

K = 35

50' VC

:4

A p ri l

A L

I_ M

A

IN

P la n

S h e p w

-w o rk \d

\o r-a

P L

N

P P

IF

.d g n

PROJECT

D.11

FP

WATER

SS

SS

TP

TP

TP

W

JBWM

N

"ALI_MAIN_01" Line to be constructed

Edge of trail Slope stake limit

Profile grade

Existing ground bollard (typ.)

Remove existing

55+00.00 TO 61+00.00

OHV TRAIL

Construction limit

Guardrail system MGS, type 2, class A steel posts (double sided) 54+55 to 65+68 LT

Remove and reset boulder (typ.)

Remove and reset boulder (typ.)

Relocate water meter (potable)

Edge of guardrail widening

Protect utility in place

Construction limit

Abandon in place (water valve)

S88°35'59"E

H P

.2

SSD = 806'

K = 36

50' VC

55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00

6 6

8 8

10 10

12 12

14 14

16 16

18 18

20 20

-0.33% +0.33% -0.30%

.0

.2

.0

.0

.0

.3

L P

.9

.0

SSD = 1761'

K = 143

90' VC

HLSD = INF'

K = 152

100' VC

:4

A p r il

A

L I_

M A

IN

P la n

S h e p w w o r k \d

\o r a P

L N

P

P I F

.d g n

PROJECT

D.12

GPS

SS

SS

WF

JB

JB

WF

VALVE

WATER

JB

WF

JB

VALVE

WATER

WF WFWV

V

C V

C

DI

21102

N

"ALI_MAIN_01" Line to be constructedEdge of trail

Slope stake limit

Profile grade

Existing ground

61+00.00 TO 67+00.00

OHV TRAIL

Construction limit

Guardrail system, type 2, class A steel posts (double sided) 54+55 to 65+68 LT type MGS tangent Terminal section, 65+68 to 65+93 LT

(irrigation)

Relocate water meter

Abandon in place

Abandon in place Abandon in place

Removal of bollard (typ.)

Removal of boulder

(See Sheet D.27)

Campground Entrance

Windy Cove East

A

L I_

A P

P R

66+86 to 67+11 Terminal section, type MGS tangent

Removal of boulder

Removal of boulder

"ALI_APPR_05"

Construction limit

S88°35'59"E

61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00

6 6

8 8

10 10

12 12

14 14

16 16

18 18

20 20

+0.10% +0.65%

+0.29%

-0.30%

.0

.2

L P

.1

K = 124

50' VC

:4

A p r il

A

L I_

M A

IN

P la n

S h e p w w o r k \d

\o r a P

L N

P

P I F

.d g n

PROJECT

D.13

GPS

SS

WATER

WATER

WATER

WATERWATER

WATER

SS

PK

WF

TP

WF

WV

WV

WF

WF

JB

V

C Power

DI

JB

DI

N

"ALI_MAIN_01" Line to be constructed

Edge of trail

Slope stake limit

Profile grade

Existing ground

67+00.00 TO 73+00.00

OHV TRAIL

Plug existing pipe

Protect existing drop inlet in place

67+01 to 71+55

Removal of curb and gutter, concrete

Construction limit

Guardrail system MGS, type 2, class A steel posts (double-sided) 67+11 to 72+73 LT type MGS tangent Terminal section, 72+73 to 72+98 LT

Removal of boulder

Remove inlet

66+86 to 67+11 LT Terminal section, type MGS tangent asphalt

Removal of sidewalk, drop inlet to remain in place

Protect existing to remain in place

Protect existing pipe culvert

Plug existing pipe

Abandon in place

Abandon in place

Abandon in place

(irrigation)

Relocate water meter

Abandon in place

Manhole adjustment

Manhole adjustment

Construction limit

PI 71+48.60

Δ = 54°23'14" (RT)

R = 150.00' T = 77.07' L = 142.39' e = N/A

S34°12'45"E

S48°15'13"E

PI 72+64.79

Δ = 14°02'28" (LT)

R = 150.00' T = 18.47' L = 36.76' e = N/A

PC

72+

46.31

P T

.0

P C

.5

PT 72+

13.92

HLSD = 299'

K = 22

60' VC

.0

.8

67+50 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00

6 6

8 8

10 10

12 12

14 14

16 16

18 18

20 20

22 22

+0.29%

+0.29%

:4

A p ri l

A L

I_ M

A

IN

P la n

S h e p w

-w o rk \d

\o r-a

P L

N

P P

IF

.d g n

PROJECT

D.14

F

E

B

JB

Po w er

D I

N

END CONSTRUCTION

"ALI_MAIN_01" 73+28.14

OHV TRAIL

EL = 16.96

E 3,948,237.989

N 753,400.386

Profile grade

Existing ground

Line to be constructed

"ALI_MAIN_01"

Edge of trail

Existing curb existing sidewalk

Saw cut and match

SALMON

H

ARBOR

D

RI

VE

73+00.00 TO 73+28.14

OHV TRAIL

asphalt

Removal of sidewalk, Construction limit

S48°15'13"E

(LT)

P O

E

.8

73+50

8 8

10 10

12 12

14 14

16 16

18 18

20 20

22 22

24 24

+2.9 8%

:5

A p r il

A

L I_

M A

IN

P la n

S h e p w w o r k \d

\o r a P

L N

P

P I F

.d g n

PROJECT

D.15

JB

T P

C P

C P

C P

T P

JB

BEGIN CONSTRUCTION

"ALI_MAIN_02" 486+25.45

SALMON HARBOR DRIVE

BEGIN MILL AND FILL

EL.= 14.766

E= 3,943,035.837

N= 750,640.353 to be constructed

"ALI_MAIN_02" line

Edge of pavement

Edge of aggregate shoulder

Slope stake limit

"ALI_MAIN_01"

Profile grade

Existing ground

Saw cut pavement

486+25.45 TO 491+50

SALMON HARBOR DRIVE

Construction limit

"ALI_MAIN_02" 487+25.45

SALMON HARBOR DRIVE

RECONSTRUCTION

BEGIN FULL DEPTH

END MILL AND FILL

Edge of traveled way

EL.= 14.785

E= 3,943,099.626

N= 750,717.141

N25°3 1'24"

E e = 0.060

'212.46L =

'120.57T =

'180.00R =

(RT)67°37'44"Δ =

491+47.99PI

e = 0.050 '226.51L = '115.23T = '500.00R =

(LT)25°57'22"Δ =

486+88.58PI

.3

T

492+39.89

PT

6 4

486+00 486+50 487+00 487+50 488+00 488+50 489+00 489+50 490+00 490+50 491+00 491+50

8 8

10 10

12 12

14 14

16 16

18 18

20 20

22 22

24 24

-0.22% +0.53%

+1.12%

+2.12%

.0

.0

.0

.6

0 4

.0

.7

7 4

.0

.8

L P

SSD = 406'

K = 30

90' VC

HLSD = INF'

K = 133

100' VC

HLSD = INF'

K = 119

70' VC

HLSD = INF'

K = 40

40' VC

.7

CONNECTION DETAIL

Existing Roadway

Tack coat face Vertical saw cut

Proposed pavement structure

:5

A p ri l

A L

I_ M

A

IN

P la n

S h e p w

-w o rk \d

\o r-a

P L

N

P P

IF

.d g n

PROJECT

D.16

EM

JB

PK

Power Power

JB

CABLE

SS

PK

EM

JB

TJB

Power Power

"ALI_MAIN_02" line to be constructed

Edge of aggregate shoulder

Slope stake limit

"ALI_APPR_01"

"ALI_MAIN_01"

Profile grade

491+50 TO 497+50

SALMON HARBOR DRIVE

(See Sheet D.23) road approach

Discovery Point Lane

Construction limit

Edge of pavement Edge of traveled way

Approach match line

Existing ground

492+00 492+50 493+00 493+50 494+00 494+50 495+00 495+50 496+00 496+50 497+00 497+50

8 8

10 10

12 12

14 14

16 16

18 18

20 20

22 22

24 24

-0.87%

-0.72% -0.51% +0.71% -0.32% +0.74% -0.33%

.0

.6

.0

.0

.0

.1

.0

.5

.0

.0

.0

.3

L P

L

.5

SSD = 1069'

K = 48

50' VC

SSD = 1029'

K = 37

40' VC

HLSD = INF'

K = 265

40' VC

HLSD = INF'

K = 184

40' VC

HLSD = INF'

K = 49

60' VC

HLSD = INF'

K = 38

40' VC

:3

A p r il

A

L I_

M A

IN

P la n

S h e p w w o r k \d

\o r a P

L N

P

P I F

.d g n

PROJECT

D.17

PK

S S

C P

PK

497+50 TO 503+50

SALMON HARBOR DRIVE

"ALI_MAIN_02" line to be constructed

"ALI_MAIN_01"

Profile grade

Existing ground

"ALI_APPR_02"

Approach match line

(See Sheet D.24) road approach

Lighthouse Road

Edge of traveled way Construction limit

Edge of aggregate shoulder

Edge of pavement

Slope stake limit to remain in place

Protect existing culvert obliteration (See Sheet D.34)

Perform roadway

2 2 3 2

498+00 498+50 499+00 499+50 500+00 500+50 501+00 501+50 502+00 502+50 503+00 503+50

10 10

12 12

14 14

16 16

18 18

20 20

22 22

24 24

26 26

-0.33% +0.69%

-0.21% +0.69%

.0

.6

.0

.6

.0

.0

L P

.9

SSD = 1253'

K = 101

90' VC

HLSD = INF'

K = 89

90' VC

HLSD = INF'

K = 101

90' VC

:4

A p r il

A

L I_

M A

IN

P la n

S h e p w w o r k \d

\o r a P

L N

P

P I F

.d g n

PROJECT

D.18

P o w e r

S S

S S

S S

P o w e r

503+50 TO 509+50

SALMON HARBOR DRIVE

line to be constructed

"ALI_MAIN_02"

"ALI_MAIN_01"

Slope stake limit

Profile grade

Existing ground

Construction limit Edge of traveled way

Edge of aggregate shoulder

Edge of pavementPerform roadway obliteration (see Sheet D.34)

N49°06'21"E

N22°0 3'21"

E e = 0.050

'236.06L =

'120.27T =

'500.00R =

(LT)27°03'00"Δ =

505+82.65PI

e = 0.036 '124.08L = '62.07T = '1,600.00R =

(LT)04°26'36"Δ =

508+89.57PI

5 5

504+00 504+50 505+00 505+50 506+00 506+50 507+00 507+50 508+00 508+50 509+00 509+50

10 10

12 12

14 14

16 16

18 18

20 20

22 22

24 24

26 26

+0.69%

+0.41% -0.30%5

.0

.2

.0

.1

H

P

SSD = 3954'

K = 362

100' VC

SSD = 1568'

K = 141

100' VC

:5

A p ri l

A L

I_ M

A

IN

P la n

S h e p w

-w o rk \d

\o r-a

P L

N

P P

IF

.d g n

PROJECT

D.19

S S

T P

C P

C P

T P

S S

S S

509+50 TO 515+50

SALMON HARBOR DRIVE

"ALI_MAIN_02" line to be constructed

"ALI_MAIN_01"

Edge of pavement Slope stake limit

Profile grade

Existing ground

Construction limit

Edge of aggregate shoulder

Edge of traveled way

Slope stake limit

Removal of boulder

N17° 36'4

6"E e = 0.042

'325.91L =

'165.57T =

'750.00R =

(RT)24°53'52"Δ =

512+04.37PI

510+00 510+50 511+00 511+50 512+00 512+50 513+00 513+50 514+00 514+50 515+00 515+50

10 10

12 12

14 14

16 16

18 18

20 20

22 22

24 24

26 26

-0.68%

-1.47%

+0.67%

.0

.5

.0

.6

.0

.8

L P

SSD = 2919'

K = 266

100' VC

SSD = 1391'

K = 63

50' VC

HLSD = 801'

K = 47

100' VC

:0

A p ri l

A L

I_ M

A

IN

P la n

S h e p w

-w o rk \d

\o r-a

P L

N

P P

IF

.d g n

PROJECT

D.20

JB

S E

W E R

T P

JB

S E

W E R

S E

W E R

C P

C P

Pow er

S S

C P

S S

JB

T P

T

P JB

Pow er

C P

S E

W E R

S E

W E R

S E

W E R

515+50 TO 521+50

SALMON HARBOR DRIVE

"ALI_MAIN_02" line to be constructed

"ALI_MAIN_01"

Slope stake limit

Existing ground

Profile grade

"ALI_APPR_03"

Approach match line

(see Sheet D.25) driveway approach

Winchester Bay Sewer District

Sheet D.34) obliteration (see

Perform roadway

Construction limit

Slope stake limit

Edge of aggregate shoulderEdge of pavement Edge of traveled way to remain in place

Protect existing culvert to remain in place

Protect existing culvert

Manhole adjustment Manhole adjustment

516+00 516+50 517+00 517+50 518+00 518+50 519+00 519+50 520+00 520+50 521+00 521+50

8 8

10 10

12 12

14 14

16 16

18 18

20 20

22 22

24 24

+0.67%

+0.54% -0.30%5

.0

.0

.0

.1

H P

SSD = 8438'

K = 700

90' VC

SSD = 1343'

K = 120

100' VC

:4

A p r il

A

L I_

M A

IN

P la n

S h e p w w o r k \d

\o r a P

L N

P

P I F

.d g n

PROJECT

D.21

K

S S

S S

P K

END CONSTRUCTION

521+50 TO 527+13.75

SALMON HARBOR DRIVE

"ALI_MAIN_02" 527+13.48

SALMON HARBOR DRIVE

END MILL AND FILL

EL.= 18.491

E= 3,945,766.014

N= 753,446.731

"ALI_MAIN_02" 526+13.48

SALMON HARBOR DRIVE

BEGIN MILL AND FILL

RECONSTRUCTION

END FULL DEPTH

EL.= 18.957

E= 3,945,700.504

N= 753,371.200

"ALI_MAIN_02" line to be constructed

"ALI_MAIN_01"

Slope stake limit

Profile grade

Existing ground obliteration (see Sheet D.34)

Perform roadway

Edge of traveled way

Edge of pavement Edge of aggregate shoulder

Construction limit4

522+00 522+50 523+00 523+50 524+00 524+50 525+00 525+50 526+00 526+50 527+00 527+50

8 8

10 10

12 12

14 14

16 16

18 18

20 20

22 22

24 24

+0.44%

-0.54%

.0

.0

.0

.2

L P

SSD = 1152'

K = 102

100' VC

HLSD = INF'

K = 135

100' VC

CONNECTION DETAIL

Existing Roadway

Tack coat face

Vertical saw cut

Proposed pavement structure

:4

A p r il

A

L I_

M A

IN

P la n

S h e p w w o r k \d

\o r a P

L N

P

P I F

.d g n

PROJECT

D.22

Power

JB

4189 H&T

244° 28.44'

STOP

CABLE

N

BEGIN CONSTRUCTION

END CONSTRUCTION

11.00' RT

"ALI_MAIN_02" 492+75.66,

"ALI_APPR_01" 0+12.00 =

APPROACH

DISCOVERY POINT LANE

"ALI_APPR_01" 0+86.17

APPROACH

DISCOVERY POINT LANE

"ALI_APPR_01" line to be constructed

Construction limit

Construction limits

Slope stake limit

Slope stake limit

Edge of pavement

Edge of pavement

Approach match line

"ALI_MAIN_02"

Profile grade

Existing ground

Match existing grade

Elev. 17.73

E 3,943,442.137

N 751,076.174

Elev. 17.348

E 3,943,439.179

N 751,001.061

0+00 TO 0+86.17

DISCOVERY POINT LANE APPROACH

"ALI_MAIN_01"

S '1

W

-0+50 0+00 0+50

14 14

16 16

18 18

20 20

.6

-1.20% +0.50% -1.14%

.4

.6

.0

.4

SSD = 669'

K = 11

18' VC

HLSD = INF'

K = 14

24' VC

:0

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PROJECT

D.23

PK

BEGIN CONSTRUCTION

END CONSTRUCTION

502+10.99. 11.00' RT

= "ALI_MAIN_02"

"ALI_APPR_02" 2+11.17

APPROACH

LIGHTHOUSE ROAD

"ALI_APPR_02" 2+69.76

APPROACH

LIGHTHOUSE ROAD

El. 17.96

E 3,944,236.327

N 751,511.508

El. 18.311

E 3,944,265.315

N 751,460.594

2+00.00 TO 2+69.76

LIGHTHOUSE ROAD APPROACH

Approach match line

Construction limit

Construction limit

Slope stake limit

Slope stake limit

Edge of pavement

Edge of pavement

Existing ground

Profile grade

"ALI_MAIN_02"

"ALI_MAIN_01"

"ALI_APPR_02" line to be constructed

Match existing grade

POB 2+00.00

POE 2+69.76

S '1

E

2+00 2+50

14 14

16 16

18 18

20 20

+1.03% +0.49%

.0

.0

SSD = 2021'

K = 37

20' VC

.9

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PROJECT

D.24

3+98.83 TO 4+42.65

DRIVEWAY APPROACH

WINCHESTER BAY SEWER DISTRICT

BEGIN CONSTRUCTION END CONSTRUCTION

11.00' RT

= "ALI_MAIN_02" 519+87.07,

"ALI_APPR_03" 4+09.83

DRIVEWAY APPROACH

WINCHESTER BAY SD

"ALI_APPR_03" 4+42.65

DRIVEWAY APPROACH

WINCHESTER BAY SD

EL = 17.42

E = 3,945,267.224

N = 752,920.634

EL = 16.08

E = 3,945,290.448

N = 752,897.454

Construction limit

Slope stake limit

Edge of pavement existing pavement

Saw cut and match

Edge of pavement

Approach match line

"ALI_MAIN_01"

"ALI_MAIN_02"

"ALI_APPR_03" line to be constructed

Construction limit

P O

B

.8

S45°03'14"E

P O

E

.6

3+00 3+50 4+004+00

12 12

14 14

16 16

18 18

20 20

3+00 3+50 4+004+00

12 12

14 14

16 16

18 18

20 20

.4

-4.93%

-2.75%

.0

.4

HLSD = 520'

K = 9

20' VC

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PROJECT

D.25

N

5+20.31 TO 5+48.48

CAMPGROUND ENTRANCE

WINDY COVE WEST

BEGIN CONSTRUCTION

8' LT

= "ALI_MAIN_01" 54+12.06

"ALI_APPR_04" 5+20.31

CAMPGROUND ENTRANCE

WINDY COVE WEST

END CONSTRUCTION

"ALI_APPR_04" 5+48.48

WINDY COVE WEST CAMPGROUND ENTRANCE

"ALI_APPR_04" Line to be constructed

Profile grade

Existing ground

"ALI_MAIN_01"

Harbor Drive) of pavement (Salmon

Match existing edge match trail grade

Edge of pavement;

Slope stake limit

Slope stake limit

Match existing pavement

Construction limit

Edge of trail

EL.= 13.883

E 3,946,382.754

N 753,577.395

EL.= 13.576

E 3,946, 382.754

N 753,577.395 limit

Construction

S00°00'00"E

-1.09%

.8

4+50 5+00

10 10

12 12

14 14

16 16

:3

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PROJECT

D.26

SS

F

JB

JB

W F

VALVE

WATER

JB

W F

JB

NBEGIN CONSTRUCTION

END CONSTRUCTION

8' LT

= "ALI_MAIN_01" 66+36.21,

"ALI_APPR_05" 6+34.68

CAMPGROUND ENTRANCE

WINDY COVE EAST

"ALI_APPR_05" 6+88.63

WINDY COVE EAST CAMPGROUND ENTRANCE

EL = 13.964

E = 3,947,606.738

N = 753,568.890

EL = 13.430

E = 3,947,651.080

N = 753,538.154

Existing ground

Profile grade to be constructed

"ALI_APPR_05" Line

Edge of approach

Edge of pavement

Slope stake limit

Slope stake limit

Construction limit

6+00.00 TO 6+88.63

CAMPGROUND ENTRANCE

WINDY COVE EAST

"ALI_MAIN_01"

Edge of pavement

(Salmon Harbor Drive)

Match existing edge of pavement

Construction limit

S55°16'18"E

P O

B

.0

P O

E

.6

5+50 6+00 6+50

10 10

12 12

14 14

16 16

5+50 6+00 6+50

10 10

12 12

14 14

16 16

.9

-0.99%

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PROJECT

D.27

'20.59

"ALI_APPR_01 "0+86.17

'15.84

"ALI_APPR_01 "0+86.17

'0.00

"ALI_APPR_01 "0+86.17

'20.62

"ALI_APPR_01 "0+66.09

'86.74

"ALI_APPR_01 "0+10.85

'110.54

"ALI_APPR_01 "0+26.59

'20.66

"ALI_APPR_01 "0+82.43

'0.00

"ALI_APPR_01 "0+00.00

R = 72'

R = 63'

17.53El.=

17.35El.=

17.33El.=

17.70El.=

17.39El.=

17.41El.=

17.51El.=

18.05El.=

17.43El.=

'0.00

"ALI_APPR_01 "0+11.00

"ALI_MAIN_01"

"ALI_MAIN_02"

"ALI_APPR_01"

Edge of pavement

(Salmon Harbor Drive)

Edge of pavement

Approach match line

(roadway)

Edge of pavement

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APPROACH LAYOUT

DISCOVERY POINT LANE

PROJECT

D.28

'16.80

"ALI_APPR_02 "2+69.76

'0.00

"ALI_APPR_02 "2+69.76

'17.16

"ALI_APPR_02 "2+69.76

'69.15

"ALI_APPR_02 "2+21.27

'64.89

"ALI_APPR_02 "2+01.90

'0.00

"ALI_APPR_02 "2+11.17

'0.00

"ALI_APPR_02 "2+00.00

18.14El.=

18.31El.=

18.18El.=

18.11El.=

17.60El.=

18.37El.=

18.02El.=

17.96El.=

17.76El.=

'17.08

"ALI_APPR_02 "2+67.42

'17.76

"Edge of pavement"2+53.17

18.16El.=

0.00El.=

'34.96

"ALI_APPR_02 "2+29.81

'31.52

"AL_MAIN_01"2+19.81

R = 55'

R = 45'

"ALI_MAIN_01"

"ALI_MAIN_02"

Edge of pavement

Edge of pavement

(roadway)

Edge of pavement

(roadway)

Edge of pavement

Approach match line

N52°12'3 7"E

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APPROACH LAYOUT

LIGHTHOUSE ROAD

PROJECT

D.29

16.19El.=

' RT8.26

"ALI_APPR_03 "4+42.65

' LT7.63

"ALI_APPR_03 "4+42.65

' LT8.67

"ALI_APPR_03 "4+34.55

' LT37.57

"ALI_APPR_03 "4+08.37

' RT22.36

"ALI_APPR_03 "4+10.79

' RT13.15

"ALI_APPR_03 "4+18.03

' RT11.37

"ALI_APPR_03 "4+26.99

'0.00

"ALI_APPR_03 "3+98.83

'0.00

"ALI_APPR_03 "4+42.65

16.08El.=

15.98El.=

16.04El.=

16.84El.=

17.10El.=

16.95El.=

16.68El.=

16.38El.=

'0.00

"ALI_APPR_03 "4+09.84

16.89El.=

16.28El.=

' LT11.15

"ALI_APPR_03 "4+25.86

R = 9'

R = 30'

"ALI_MAIN_01"

"ALI_MAIN_02"

match line

Approach

Edge of pavement

Edge of pavement

"ALI APPR 03"

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B A

Y S

D D

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IV

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A Y

A P

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APPROACH LAYOUT

WINCHESTER BAY SD DRIVEWAY

PROJECT

D.30

' LT18.37

"ALI_APPR_04 "5+48.48

'0.00

"ALI_APPR_04 "5+48.48

' RT16.11

"ALI_APPR_04 "5+48.48

14.10El.=

13.81El.=

13.70El.=

13.79El.=

13.89El.=

14.09El.=

13.37El.=

13.58El.=

13.51El.=

' LT16.16

"ALI_APPR_04 "5+42.46

13.30El.=

'0.00

"ALI_APPR_04 "5+20.31

13.88El.=

' LT17.19

"ALI_APPR_04 "5+45.71

' RT16.11

"ALI_APPR_04 "5+46.55

' RT16.55

"ALI_APPR_04 "5+41.66

13.60El.=

13.41El.=

13.55El.=

R = 27.5'

R = 17.5'

' LT33.78

"ALI_APPR_04 "5+21.32

' LT19.88

"ALI_APPR_04 "5+27.54

' LT16.15

"ALI_APPR_04 "5+35.46

' RT18.89

"ALI_APPR_04 "5+34.60

' RT23.84

"ALI_APPR_04 "5+27.44

' RT42.92

"ALI_APPR_04 "5+19.06

Edge of pavement

Edge of pavement

Edge of trail

"ALI_APPR_04"

"ALI_MAIN_01"

Edge of Salmon Harbor Drive

:2 p r il

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ENTRANCE LAYOUT

WINDY COVE WEST CAMPGROUND

PROJECT

D.31

LT' 12.46

"ALI_APPR_05 "6+80.75

LT' 11.16

"ALI_APPR_05 "6+88.63

'0.00

"ALI_APPR_05 "6+88.63

RT' 11.16

"ALI_APPR_05 "6+88.63

RT' 11.16

"ALI_APPR_05 "6+76.52

RT' 11.84

"ALI_APPR_05"6+64.86

RT' 16.66

"ALI_APPR_05 "6+23.83

'0.00

"ALI_APPR_05 "6+49.24

13.73El.=

13.61El.=

13.53El.=

13.54El.=

13.44El.=

13.42El.=

13.29El.=

13.45El.=

0.00El.=

RT' 28.48

"ALI_APPR_05 "5+91.37

R = 9'

R = 75'

R = 100'

' LT28.92

"ALI_APPR_05 "6+77.36

14.02El.=

RT' 14.83

"ALI_APPR_05"6+39.43

LT' 16.64

"ALI_APPR_05 "6+74.54

13.63El.=

'0.00

"ALI_APPR_05 "6+34.04

"ALI_APPR_05"

Edge of trail

Edge of trail

"ALI_MAIN_01"

Edge of pavement

(Salmon Harbor Drive)

Match existing edge of pavement

Edge of pavement

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ENTRANCE LAYOUT

WINDY COVE EAST CAMPGROUND

PROJECT

D.32

NO SCALE

NOTES:

(typ.)

Ripper shank

3'2.5' Minimum

20%

ROADWAY OBLITERATION, METHOD 1

Existing ground

Existing ground surfacing

Existing asphalt

4. Place excavated shoulder material against back slope.

3. Outslope roadbed 20% minimum.

2. Excavate outside shoulder 3' deep.

of two ripper shanks.

1. Rip the inside lane using two passes with a minimum

Placing conserved topsoil, 4-inch depth

Turf establishment

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DETAIL

ROADWAY OBLITERATION

PROJECT

D.34

Control Finalized: February, 2021

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

21101 753517.066 3948250.977 16.578 43°40'32.012882"N 124°10'44.685785"W -66.3428 0.999936892 5/8" IR W/FHWA ALUM CAP 1.

21102 753626.861 3947513.844 13.544 43°40'32.776390"N 124°10'54.772451"W -69.4357 0.999937073 5/8" IR W/FHWA ALUM CAP

21103 753557.278 3945842.767 18.357 43°40'31.363814"N 124°11'17.448335"W -64.7569 0.999936788 5/8" IR W/FHWA ALUM CAP

21104 752943.273 3945248.318 16.806 43°40'25.046838"N 124°11'25.161501"W -66.3555 0.999936594 5/8" IR W/FHWA ALUM CAP

21105 752218.010 3944673.951 19.418 43°40'17.640669"N 124°11'32.534510"W -63.7884 0.999936155 5/8" IR W/FHWA ALUM CAP

21106 751531.568 3944213.153 17.358 43°40'10.666876"N 124°11'38.386553"W -65.8846 0.999935959 5/8" IR W/FHWA ALUM CAP

21107 751087.339 3943295.032 19.205 43°40'05.883620"N 124°11'50.599923"W -64.1134 0.999935672 5/8" IR W/FHWA ALUM CAP

21108 750637.435 3943053.360 15.129 43°40'01.339043"N 124°11'53.614699"W -68.2086 0.999935676 5/8" IR W/FHWA ALUM CAP

21109 750358.656 3942661.526 14.624 43°39'58.417447"N 124°11'58.773209"W -68.7462 0.999935578 5/8" IR W/FHWA ALUM CAP

C181 753676.075 3946324.678 15.603 43°40'32.745485"N 124°11'10.968133"W -67.4724 0.999936977 Brass cap

PROJECT :Oregon Dunes-Umpqua dunes access improvements DATE OF FIELD WORK : January, 2021

PROJECT UNITS : International foot COORDINATE SYSTEM : Oregon South SPCS NAD83 2011

EPOCH DATE : 2010.0000

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

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

U se rs \j os hu a.

ch ri st op he r\ D es kt op

O re go n_

D un es _C on tr ol sh ee t.

xl sx

]S he et

-A pr

-2

:5

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:

PROJECT

D.35

SHEET

NUMBER

SURVEY CONTROL

"8

Outside margin =

"8

Border radius = 1

"8

Border thickness =

3'-6"

2" C

2"

2" C

3"

" B2

"2

4" C

3"

14" specific project information background. Adjust text to match

Black border and text on white

Refer to Subsection 107.01A

ESCP Sign

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CONTROL QUANTITIES

TABULATION OF EROSION

PROJECT

E.1

DI

N

Sheet 1 of 6

LEGEND:

Fiber roll

Silt fence

Inlet protection

"ALI_MAIN_01"

"ALI_MAIN_01"

"ALI_MAIN_02"

"ALI_MAIN_02"

Slope stake limit

Slope stake limit

Slope stake limit

Slope stake limitConstruction limit

Construction limit

Construction limit

Construction limit

Edge of pavement

Edge of trail

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EROSION CONTROL PLAN

PROJECT

E.2

2 2

N

Sheet 2 of 6

LEGEND:

Fiber roll

Silt fence

Inlet protection

"ALI_MAIN_01"

"ALI_MAIN_01"

"ALI_MAIN_02"

"ALI_MAIN_02"

Slope stake limit

Slope stake limit

Slope stake limit

Slope stake limit

Construction limit

Construction limit

Construction limit

Construction limit

Edge of pavement

Edge of trail

Edge of pavement

Edge of trail

:1

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EROSION CONTROL PLAN

PROJECT

E.3

2 3

S E

W E R

N

LEGEND:

Inlet protection

Silt fence

Fiber roll

Sheet 3 of 6

"ALI_MAIN_01"

"ALI_MAIN_01"

"ALI_MAIN_02"

"ALI_MAIN_02"

Slope stake limit

Slope stake limit

Slope stake limit

Slope stake limit

Construction limit

Construction limit

Construction limit

Construction limit

Edge of pavement

Edge of pavement

Edge of trail

Edge of trail

:2

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EROSION CONTROL PLAN

PROJECT

E.4

W E R

S E

W E R

S E

W E R

N

2 4

3 4

N

LEGEND:

Inlet protection

Silt fence

Fiber roll

Sheet 4 of 6

"ALI_MAIN_01"

"ALI_MAIN_01"

"ALI_MAIN_02"

"ALI_MAIN_02"

Slope stake limits

Slope stake limit

Slope stake limit

Slope stake limit

Construction limit

Construction limit

Construction limit

Construction limit

Edge of pavement

Edge of pavement

Edge of trail

Edge of trail

8 4

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EROSION CONTROL PLAN

PROJECT

E.5

PROPANE

PROPANE

N

N

LEGEND:

Inlet protection

Silt fence

Fiber roll

Sheet 5 of 6

"ALI_MAIN_01"

"ALI_MAIN_01"

Slope stake limit

Slope stake limitConstruction limit

Construction limit

Edge of trail

Edge of trail

Construction limit

Construction limit

:2

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EROSION CONTROL PLAN

PROJECT

E.6

DI

DI

N

D I

N

LEGEND:

Inlet protection

Silt fence

Fiber roll

Sheet 6 of 6

"ALI_MAIN_01"

"ALI_MAIN_01"

Slope stake limit

Slope stake limit

Construction limit

Construction limit

Edge of trail

Edge of trail

Construction limit

Construction limit

:2

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EROSION CONTROL PLAN

PROJECT

E.7

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Fi ll slo pe

T o e o f s lo p e

PLAN

ELEVATION

4.

3.

2.

1.

T o e o f s lo p e

Fi ll sl op e

ELEVATION

PLAN

PLAN

PLAN

END DETAIL

END POSTS DETAIL

POSTS AT JOINTS

Varies

Varies

Geotextile

Steel or wood post

Backfilled and compacted soil f o r s p a c in g

S e e N o te

Limits of clearing

(undisturbed)

Existing ground

Silt fence reinforcement

NOTE:

Staple or tie

Section B

Geotextile fabric, Tie top of posts together driven tightly together.

Steel or wood posts

Steel or wood post

Staple or tie

Geotextile fabric

Fasten fabric to posts around each post one full turn.

Fold geotextile fabric See Note 3

End Posts Detail

End posts, see

End Posts Detail

End posts, see

See Note 3 fabric, Section A

Geotextile

Flow

Flow

Flow running around the ends.

Curve ends of silt fence upgrade to prevent water from as possible.

Install silt fence to follow the ground contours as closely does not slide down, supporting posts.

All types must ensure silt fence remains attached to, and manufacturer's recommendations for installation procedures.

as long as specified dimensions are satisfied. Follow

Alternate preassembled silt fence options will be allowed m in m in m in

6-foot (max.) spacing without silt fence reinforcement.

10-foot (max.) spacing with silt fence reinforcement.

4" min.

6" min. trench

DETAIL APPROVED FOR USE 10/2016

REVISED:

157-1W

WFLHD DETAIL

SILT FENCE

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

E.8

OR FLAP DOUGLAS 251(1) E.9

OR FLAP DOUGLAS 251(1) E.10

Existing ground

Fiber roll

3' (min.)

ELEVATION

3' min. or as specified in plans

Runoff from disturbed areas

PLAN

Existing ground (typ.)

I lg_

--- Flow direction

INSTALLATION BEYOND TOE OF SLOPE

ALTERNATE FIBER ROLL .JOINT DETAIL

SLOPE PROTECTION INSTALLATION

Excavate trench 2" larger than fiber roll

Step 1: Excavate trench and install fiber rolls

Backfilled and compacted soil to match ground level

Step 2: Backfill soil against fiber rolls

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

FIBER ROLL SPACING STAKES REQUIRED

Slope Spacing

(FT)

Fiber roll length Stakes required (FT) for each roll

1:4 or flatter 40 25 8 1:3 30 20 6

1:2 20 12 4 1:1 10

PROJECT

OR FLAP DOUGLAS 251(1)

NOTE:

1. Drive stakes at each end and at 4-foot spacing until fiber roll is secure to slope. Live stakes may be used for permanent installations. Do not crush fiber roll while staking.

2. Overlap fiber rolls 12-inch minimum. Drive stakes at 6-inches from fiber roll end angles towards the adjacent fiber roll and space stakes at 4-foot max.

Slope

1" x 1" Wood stake

SHEET

NUMBER

E.11

FIBER ROLL STAKING DETAIL

Stagger joints (typ.) Place excavated material on uphill side of fiber roll 1" x 1" or 1" 0 wood stakes. See Note 2.

FIBER ROLL LAPPING DETAIL

Install fiber rolls along contours

INSTALLATION ALONG SLOPES

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

WFLHD DETAIL

FIBER ROLL

DETAIL APPROVED FOR USE 10/2014 DETAIL

REVISED: 7/2016

W157-21

Vegetated dispersion and infiltration area

PROJECT

OR FLAP DOUGLAS 251(1)

OFF-SITE EROSION

CONTROL PLAN

SHEET

E.12

10.4 x 16 20301 -1400

20310 -1000

Station

ES

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M A

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H

REMARKS

See below for numbered notes

FEET CUYD EACH EACH Lt Rt 67+06 --- --- --- 1 N/A N/A --- --- N/A 69+31 --- --- 1 1 N/A N/A --- --- N/A

PROJECT TOTAL 0 1 2

Allowable Pipe Material

NOTE: A Aluminum

1. Steel pipe culvert minimum wall thickness is the larger of ____" or the thickness 4. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for AS Aluminized steel required by the Std. 602-1 fill height table. all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable cell class. C Concrete

2. Aluminized steel pipe culvert minimum wall thickness is the larger of ____" or the 5. See Std. 602-7 for acceptable concrete cell class. RC Reinforced Concrete thickness required by the Std. 602-1 fill height table (steel). 6. Structural excavation quantity based on material excavated inside the vertical planes located P Plastic

3. Aluminum pipe culvert minimum wall thickness is the larger of ____" or the 18 inches outside and parallel to the limits of footings or foundations. (blank) Any appropriate material thickness required by the Std. 602-1 fill height table. x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

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PROJECT

F.1

SHEET

NUMBER

OR FLAP DOUGLAS 251(1)

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

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A B

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SAFETY QUANTITIES

TABULATION OF

PROJECT

H.1

SECTION A-A

BACKUP PLATE

DETAIL D

W-BEAM RAIL ELEMENT AT MID-SPAN SPLICE

SOIL PLATE

DETAIL C

GUARDRAIL POST

SECTION B-B

DETAIL A

SQUARE WASHER

DETAIL B

1¾"

¾

⅜" dia.

approx equal ⅛" thick or

SPLICE BOLT NUT

"16

"32

1¼"

⅝ oval shoulder " 16

15 ⅝" x

"16

1¼" heavy hex nut M ⅝" x 11 modified deep16 1 1" dia. x

Recess both sides

.2

.4

¼

TYP

0.25" R

8" x 24" x ¼" post plate Extruded

0.15"

.2

.2

.1

90° ±1.5° (TYP)

8" x 24" ¼" Post plate

-0.063" 3.375" +0.125"

-0.063" 2.25" +0.125"

-0.0" 0.375" R +0.125"

S 3" x 5.7"

1½"

7½"

½

TYP

1" dia.

½

TYP

T Y

P

W-Beam

Class 4.6

ASTM F568

Double Nuts

Round washer

S 3" x 5.7"See Detail B 2 square washers, " long8 3Class 4.6 bolt, 2

" Ø ASTM F56816

@ 12' - 6" C to C S 3" x 5.7" post

12" - 6" length rail element, 12 gage W-Beam

B

B a wrench, then secure with second nut.

the post and then tightened at least one full turn with Engage top and bottom edges of backup plate with and one round washer. Nuts shall be put on finger tight.

2⅜" long fully threaded double nuts, two square washers, " Ø post bolt and nut, ASTM F568, Class 4.6.16

"16

3¼"

10° "16

" R16

¼

2" R8

" R16

"32

2�about

Symmetrical galvanized steel 12" gage thick

Neutral axis

A

A

¼

6"6"

12" for post bolt slotted hole

" x 2½" 4

½

½

⅜" Ø

" Ø8

1⅛"

2 - 11¼"

2 - 11¼"

1⅝"¼"

1⅝"¼" for driving cut alongthese lines Post plate may be

A

A

⅛

¼

2"

4¼"4¼"

End of W-Beam

12' - 6" installation at post detail post bolts, see typical ¾" x 2½" slotted holes for for splice bolts, see Detail A " x 1⅛" slotted holes32

TYP

PLAN

PLAN

PLAN

ELEVATION

TYPICAL INSTALLATION

ELEVATION SIDE

see Detail D and Note 1 12 gage W-Beam backup plate, *Ungalvanized steel

TRAFFIC DIRECTION

to top of post ⅜" top of rail

NOTES

For delineator placement and spacing, see Sheet H.7.2.

element, except at the post identified on Sheet H.3.

at all posts with the same section as the W-Beam rail Use 12" backup plates for the W-Beam rail elements 1.

3⅜" x 2¼" COLD FORMED CHANNEL POST than the splice bolt detail for clarity *Nut detail is shown proportionally larger

8" x 24" x ¼" Post plate

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(MEDIAN, DOUBLE-SIDED)

TYPE 2 WEAK…