idr-srao0017-1_Plan_Set_Pre-ad.pdf

BRITISH

CANADA COLUMBIA

UNITED! r-;:' 95 STATES '? I

/1 L ( I 2' � ' '

IDAHO KEY MAP

5 91

TYPE OF CONSTRUCTION:

,,f :

'\ / 89

L9 z

PROJECT LOCATION

Full depth reclamation of bituminous surface, roadway aggregate, asphalt pavement, minor drainage.

DESIGN DESIGNATION:

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

ii!� t� 81ATES ()� �

PLANS FOR PROPOSED PROJECT

ID BOR SRAO 0017(1)

SPORTSMAN'S PARK

TRANSPORTATION IMPROVEMENTS

BUREAU OF RECLAMATION

BINGHAM COUNTY

IDAHO

LENGTH 1.30 MILES

ADT (2025)

ADT (2045)

V

<400 <400

15MPH

0.040

PROJECT LOCATION

e (max)

SPECIFICATION:

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-24

PLANS PREPARED BY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

VANCOUVER, WASHINGTON

�'L--------� PROJECT MANAGER

� S. HAYTER

SCALE OF MILES

0 10 15

PROJECT

ID BOR SRAO 0017(1)

SECTION INDEX

A. GENERAL INFORMATION

B. SUM MARY OF QUANTITIES

C. TYPICAL SECTIONS

D. PLAN-PROFILE

E. APPROACHES

F. PARKING AREAS

G. EROSION CONTROL

H. DRAINAGE (RESERVED)

I. TEMPORARY TRAFFIC CONTROL PLAN

J. PERMANENT TRAFFIC CONTROL PLAN

See Sheet A.2 for complete Sheet Index.

APPROVED:

Chief of Engineering, Western Federal Lands Highway Division

SHEET

NUMBER

A.1

DATE

PRELIM

INARY - NOT FO

R CONSTRUCTION

:1

A

M

J u ly

S h e e t

I n d e x c p w w o r k

\d

\i d r s r a o a a .d g n

SHEET INDEX

PROJECT

NUMBER

SHEET

A.2ID BOR SRAO 0017(1)

PRELIM

INARY - N

OT FO

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

BH TP

DI

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

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

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

WFLHD DETAIL

ABBREVIATIONS

PLAN SYMBOLS AND

:1 u g u s t

D e t W

-1 p w

-w o rk

\d \i d r-s ra o -1 a b .d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

ID BOR SRAO 0017(1) A.3

PRELIM

INARY - N

ro "

N

�RI

> RI

3:

:2

ABERDEEN

3 MILES

"VAULT"

APPROACH

(SCHEDULE BJ

�RI

in oi:t' N

I I

I I

"OVERLOOK"

JtPPROACH

(SCHEDULE BJ

5+03.42 to 5+66.07 w l7oos ft "OAo

Scale in feet

500 250 0 1000

BEGIN TRAIL

II

(SCHED LE BJ

END "MA N_01"

PARKING ACCESS

ROAD

(SCHEDU ES A & BJ

24+59.89

L PAJ""1..1NG AREA

(SCHEDULE

"W1700SRD"

APPROACH

(SCHEDULES A & BJ

1+00.00 TO 2+39.39

PROJECT

SHEET

NUMBER

A.4

END "TRAIL"

(SCHEDULE BJ

91+23.85

AMERICAN

FALLS

RESERVOIR

RT PARKING AREA

(SCHEDULES A & BJ

BEGIN "MAIN_01"

PARKING ACCESS

ROAD

(SCHEDULES A & BJ

10+00.00

VICINITY MAP

�;L_ ______________________________________ ---1... ____________ _____.

PRELIM

Profile grade

3-inch compacted depth, placed in a single lift

Asphalt concrete pavement, type 1, as required for pavement grade supplemented with roadway aggregate, method 2, Full-depth reclamation, method 2, 4-inch depth, LC

Existing bituminous surface

2% 2%

3-inch compacted depth, placed in a single lift

Asphalt concrete pavement, type 1, as required for pavement grade supplemented with roadway aggregate, method 2, Full-depth reclamation, method 2, 4-inch depth, varies

Existing bituminous surface

2%

Existing bituminous surface placed in a single lift

3-inch compacted depth, Asphalt concrete pavement, type 1, as required for pavement grade supplemented with roadway aggregate, method 2, Full-depth reclamation, method 2, 4-inch depth, C o n s tr u c ti o n l im it 4-inch depth Placing conserved topsoil, C o n s tr u c ti o n l im it

Turf establishment

C o n s tr u c ti o n l im it 4-inch depth Placing conserved topsoil, E d g e o f r o a d w a y s h o u ld e r establishment

Turf

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

Turf

E d g e o f r o a d w a y s h o u ld e r

4-inch depth

Placing conserved topsoil, 10+00.00 to 21+15.99

"MAIN_01" - PARKING ACCESS ROAD

2'

Turf establishment

Placing conserved topsoil, 4-inch depth

2'

2'

2'

PARKING AREA RIGHT

10+32.45 TO 21+02.57 RT

PARKING AREA LEFT

17+99.51 TO 21+15.99 LT

Sheet 1 of 3

SCHEDULES A & B

Material to be reclaimed

:4

A u g u s t

T y p ic a l

S e c ti o n p w w o r k \d

\i d r s r a o c a .d g n

TYPICAL SECTION

PROJECT

C.1ID BOR SRAO 0017(1)

1:41:4

12'

Traveled lane

12'

Traveled lane

2'

ShoulderShoulder

1:4

Width varies

See F-Sheets

1:4

2'

Width varies

Varies

See F-Sheets

PRELIM

INARY - N

Profile grade placed in a single lift

3-inch compacted depth, Asphalt concrete pavement, type 1, as required for pavement grade supplemented with roadway aggregate, method 2, Full-depth reclamation, method 2, 4-inch depth, LC

Existing bituminous surface

2% 2%

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

4-inch depth Placing conserved topsoil, C o n s tr u c ti o n l

Turf establishment

21+15.99 to 24+59.89

"MAIN_01" - PARKING ACCESS ROAD

2'

Turf establishment

Placing conserved topsoil, 4-inch depth

2'

Sheet 2 of 3

Material to be reclaimed

SCHEDULES A & B

:2

A u g u s t

T y p ic a l

S e c ti p w w o r k \d

\i d r s r a o c a a .d g n

TYPICAL SECTION

PROJECT

C.2ID BOR SRAO 0017(1)

1:41:4

5.5' 5.5'

1:4

2-inch compacted depth, placed in a single lift

Asphalt concrete pavement, type 1 (overlay)

LC

Tack coat pavement (typ.)

Match existing edge of match existing match existing

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

C o n s tr u c ti o n l

40+00.00 to 91+23.85

"TRAIL"

Sheet 3 of 3

SCHEDULE B

:2

A u g u s t

T y p ic a l

S e c ti p w w o r k \d

\i d r s r a o c b a .d g n

TYPICAL SECTION

PROJECT

C.3ID BOR SRAO 0017(1)

(typ.)

3.5'

(typ.)

3.5'

1:21:

PRELIM

G

PS

23101

N

10+00 TO 15+50

PARKING ACCESS ROAD

BEGIN CONSTRUCTION

(SCHEDULES A & B)

"MAIN_01" 10+00.00

constructed

"MAIN_01 line to be

Profile grade

Existing ground

Edge of pavement construction limit

Slope stake limit and

See F-Sheets.

Parking Area RT.

Match planter island

E 493,734.979

N 467,522.537 see E-Sheets

W 1700 S Road approach;

pavement

Edge of Match edge of parking area

Match approach construction limit

Slope stake and existing island

Match edge of not to be disturbed

Existing fence e = N/A

'15.97L =

'8.03T =

'60.00R =

(RT)15°15'09"Δ =

10+30.91PI

e = N/A '54.93L = '27.95T = '120.00R =

(RT)26°13'35"Δ =

13+51.46PI

e = N/A '14.58L = '7.31T = '90.00R =

(RT)09°16'51"Δ =

14+96.58PI

e = N/A '114.76L = '72.01T = '75.00R =

(RT)87°40'00"Δ =

16+27.73PI

e = N/A '21.59L = '10.80T = '480.00R =

(LT)02°34'37"Δ =

11+32.03PI

e = N/A '22.95L = '11.54T = '90.00R =

(LT)14°36'29"Δ =

11+85.57PI

.8

P T

N64°14 '13"W N48°59'05"W

N51°33'41"W

N66°10 '10"W N39°56'35"W

N30°39'45"W

.2

.0

.9

.5

.4

.7

16+ 70.

PT

1 1

8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00

4,340 4,340

4,342 4,342

4,344 4,344

4,346 4,346

4,348 4,348

4,350 4,350

4,352 4,352

4,354 4,354

4,356 4,356

4,358 4,358

4,360 4,360

4,362 4,362

4,364 4,364

4,366 4,366

4,368 4,368

4,370 4,370

4,372 4,372

4,374 4,374

4,376 4,376

4,378 4,378

4,380 4,380

4,382 4,382

+3.08% +1.03% +0.41% +1.55% +0.90% -0.93%1

.0

.8

.0

.2

.0

.7

.0

.7

.0

.5

.0

.8

L P

.6

H

.1

SSD = 535'

K = 10

20' VC

SSD = 1755'

K = 40

25' VC

SSD = 1702'

K = 116

75' VC

SSD = 639'

K = 55

100' VC

HLSD = INF'

K = 44

50' VC

HLSD = INF'

K = 38

50' VC

,3

.1

:5

A u g u s t

M

A

IN

M a in

S h e t] p w

-w o rk \d

\i d r-s ra o

-1 fb

.d g n

PROJECT

NUMBER

SHEET

ID BOR SRAO 0017(1) D.3

PRELIM

P S

G P S

N pavement

Edge of parking area

Edge of pavement

Edge of pavement to be constructed

"MAIN_01" line

Edge of pavement

Existing concrete sidewalk building

Existing maintenance

Profile grade

Existing ground

15+50 TO 23+00

PARKING ACCESS ROAD

See F-Sheets.

Parking Area LT.

See F-Sheets.

Parking Area RT.

construction limit

Slope stake limit and construction limit

Slope stake limit and parking area

Match edge of parking area

Match edge of e = N/A

'14.58L =

'7.31T =

'90.00R =

(RT)09°16'51"Δ =

14+96.58PI

e = N/A '114.76L = '72.01T = '75.00R =

(RT)87°40'00"Δ =

16+27.73PI

e = N/A '36.93L = '18.50T = '240.00R =

(LT)08°48'55"Δ =

17+05.75PI

e = N/A '92.39L = '50.73T = '90.00R =

(LT)58°49'04"Δ =

18+52.42PI

e = N/A '112.00L = '65.27T = '87.00R =

(LT)73°45'36"Δ =

21+57.27PI

e = N/A '45.14L = '22.59T = '480.00R =

(LT)05°23'17"Δ =

22+26.58PI

18+01.69

PC 2

N30 °39 '45 "W

N °0

'1

"E

N °1

'2

"E

N10°37'44"W

N '3

"W16+87.26

PC

17+24.18

PT

22+03.99

PCC22+03.99

PCC

22+49.13

PT

22+93.03

PC

16+70.48

15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50

4,340 4,340

4,342 4,342

4,344 4,344

4,346 4,346

4,348 4,348

4,350 4,350

4,352 4,352

4,354 4,354

4,356 4,356

4,358 4,358

4,360 4,360

4,362 4,362

4,364 4,364

4,366 4,366

4,368 4,368

4,370 4,370

4,372 4,372

4,374 4,374

4,376 4,376

4,378 4,378

4,380 4,380

4,382 4,382

+0.38%

-1.09%

+0.78%

+4.47% -0.31% +3.39% -1.91%

.0

.1

.0

.0

.0

.5

.0

.2

.0

.2

.0

.9

L P

L

SSD = 759'

K = 34

50' VC

SSD = 238'

K = 5

25' VC

SSD = 216'

K = 5

25' VC

HLSD = 2471'

K = 54

100' VC

HLSD = 150'

K = 14

50' VC

HLSD = 126'

K = 7

25' VC

:5

A u g u s t

M

A

IN

M a in

S h e p w

-w o rk \d

\i d r-s ra o

-1 fb

.d g n

PROJECT

NUMBER

SHEET

ID BOR SRAO 0017(1) D.4

PRELIM

INARY - N

GPS

23104

METER

WATER

N

Edge of pavement

Edge of pavement constructed

"MAIN_01" Line to be see Sheets D.6-D.14

Sportsman's Park Trail;

END CONSTRUCTION

(SCHEDULES A & B)

"MAIN_01" 24+59.89

Profile grade

Existing ground

23+00 TO 24+59.89

PARKING ACCESS ROAD

construction limit

Slope stake limit and construction limit

Slope stake limit and

EL.= 4365.66

E 493,097.325

N 468,390.320 e = N/A

'45.14L =

'22.59T =

'480.00R =

(LT)05°23'17"Δ =

22+26.58PI

e = N/A '161.15L = '80.70T = '1,200.00R =

(LT)07°41'39"Δ =

23+73.72PI

.8

P

O

N89°46'37"W

S82°31'44"W

3 2

23+00 23+50 24+00 24+50

4,342 4,342

4,344 4,344

4,346 4,346

4,348 4,348

4,350 4,350

4,352 4,352

4,354 4,354

4,356 4,356

4,358 4,358

4,360 4,360

4,362 4,362

4,364 4,364

4,366 4,366

4,368 4,368

4,370 4,370

4,372 4,372

4,374 4,374

4,376 4,376

4,378 4,378

4,380 4,380

4,382 4,382

4,384 4,384

,3

.6

+2.83% +1.10%

.0

.4

.0

.7

L P

SSD = 640'

K = 17

30' VC

HLSD = 146'

K = 21

100' VC

:0

A u g u s t

M

A

IN

M a in

S h e p w

-w o rk \d

\i d r-s ra o

-1 fb

.d g n

PROJECT

NUMBER

SHEET

ID BOR SRAO 0017(1) D.5

PRELIM

INARY - N

S2

N

BEGIN CONSTRUCTION

(SCHEDULE B)

"TRAIL" 40+00.00

E 493,082.709

N 468,401.185 edge of pavement

Match existing edge of pavement

Match existing

See Sheets D.3 - D.5

Parking access road.

not to be disturbed

Existing fence

N09° 51'

44" E

N06 °50 '11

"E N21°05'57

"E

N10° 14'

18" E

N '1 "E

N02 °2

3'

"W e = N/A

'164.95L =

'92.86T =

'144.00R =

(RT)65°37'54"Δ =

43+90.03PI

e = N/A '71.08L = '35.65T = '375.00R =

(LT)10°51'38"Δ =

41+72.16PI

e = N/A '88.78L = '52.88T = '65.00R =

(LT)78°15'26"Δ =

45+45.77PI e = N/A

'99.36L = '51.24T = '165.00R =

(LT)34°30'11"Δ =

46+60.20PI 4

44+ 92.89

44+ 62.12

.0

P O

B

:0

A u g u s t

T

R A

IL

P la n

S h e p w

-w o rk

\d \i d r-s ra o -1 fd a .d g n

40+00 TO 45+50

SPORTSMAN'S PARK TRAIL

PROJECT

D.6ID BOR SRAO 0017(1)

INARY - N

edge of pavement

Match existing edge of pavement

Match existing

See Sheet E.3

Overlook approach.

Existing overlook/gazebo

INTERSECTION POINT

= "OVERLOOK" 2+99.82

"MAIN 01" 48+01.79

overlay

Match approach

N °5

'1 "E

N '1

"W

N36°53'24"W

N49°20'24"W

S '2

W

N70°14 '52"W e = N/A

'50.00L =

'25.01T =

'600.00R =

(RT)04°46'29"Δ =

50+34.45PI

e = N/A '73.16L = '40.57T = '68.00R =

(RT)61°38'43"Δ =

51+00.01PI

e = N/A '88.78L = '52.88T = '65.00R =

(LT)78°15'26"Δ =

45+45.77PI

e = N/A '99.36L = '51.24T = '165.00R =

(LT)34°30'11"Δ =

46+60.20PI

e = N/A '54.32L = '27.27T = '250.00R =

(LT)12°26'59"Δ =

48+17.12PI

e = N/A '32.00L = '16.03T = '216.00R =

(LT)08°29'18"Δ =

48+85.18PI

e = N/A '78.80L = '48.29T = '54.00R =

(LT)83°36'52"Δ =

49+49.45PI

45+81.67

46+08.96

.3

C 49+79.96

PT

50+09.44

PC

50+59.44

PCC

C

:0

A u g u s t

T

R A

IL

P la n

S h e p w

-w o rk

\d \i d r-s ra o -1 fd a .d g n

45+50 TO 51+50

SPORTSMAN'S PARK TRAIL

PROJECT

NUMBER

SHEET

ID BOR SRAO 0017(1) D.7

PRELIM

INARY - N

Match existing edge of pavement

Match existing

N70 °1

4'5 2"W

N75 °0

9'3 1"

W

N '1

E

N °0

'1 "W e = N/A

'50.00L =

'25.01T =

'600.00R =

(RT)04°46'29"Δ =

50+34.45PI

e = N/A '73.16L = '40.57T = '68.00R =

(RT)61°38'43"Δ =

51+00.01PI

e = N/A '50.00L = '25.01T = '600.00R =

(RT)04°46'29"Δ =

51+57.61PI

e = N/A '72.09L = '50.52T = '40.00R =

(RT)103°15'45"Δ =

54+29.48PI

e = N/A '40.00L = '20.04T = '250.00R =

(RT)09°10'02"Δ =

54+71.09PI

e = N/A '42.00L = '22.17T = '53.00R =

(RT)45°24'15"Δ =

57+48.45PI

e = N/A '40.60L = '20.42T = '150.00R =

(RT)15°30'23"Δ =

57+88.70PI

e = ___ '102.85L = '51.46T = '1,200.00R =

(LT)04°54'38"Δ =

52+55.03PI

e = N/A '150.01L = '134.60T = '68.00R =

(LT)126°23'36"Δ =

56+53.29PI

55+18.69 PC

56+ 68.70

50+59.44 PCC

C

54+51.05

PCC54+51.05

PCC

54+91.05 PT

57+ 26.27

C

C

:0

A u g u s t

T

R A

IL

P la n

S h e p w

-w o rk

\d \i d r-s ra o -1 fd a .d g n

51+50 TO 57+50

SPORTSMAN'S PARK TRAIL

PROJECT

NUMBER

SHEET

ID BOR SRAO 0017(1) D.8

PRELIM

INARY - N

See Sheet E.4

Vault approach.

Existing edge of pavement

Existing edge of pavement bridge

Existing pedestrian

INTERSECTION POINT

= "VAULT" 4+99.42

"MAIN 01 61+32.02

Match approach overlay

Existing gazebo

N '1

W

N19 °3

7'

"W

N17 °3

5'

"W

N °2

'4 "W

N '2 "W

N °4

0'

"WN21°48'22"E

N '5

E

S '0

E

N27°22'27"E

N39°55'23"E e = N/A

'42.00L =

'22.17T =

'53.00R =

(RT)45°24'15"Δ =

57+48.45PI

e = N/A '40.60L = '20.42T = '150.00R =

(RT)15°30'23"Δ =

57+88.70PI

e = N/A '30.00L = '15.03T = '200.00R =

(RT)08°35'40"Δ =

58+23.90PI

e = N/A '10.60L = '5.30T = '300.00R =

(RT)02°01'29"Δ =

58+83.18PI

e = N/A '44.00L = '22.23T = '125.00R =

(RT)20°10'05"Δ =

60+91.14PI

e = N/A '30.68L = '16.14T = '40.00R =

(RT)43°56'23"Δ =

61+29.05PI

e = N/A '3.88L = '1.94T = '50.00R =

(RT)04°27'02"Δ =

61+65.87PI

e = N/A '43.80L = '21.99T = '200.00R =

(RT)12°32'55"Δ =

63+49.89PI

e = N/A '58.27L = '32.47T = '53.00R =

(LT)62°59'25"Δ =

62+79.33PI

e = N/A '54.00L = '27.07T = '300.00R =

(LT)10°18'48"Δ =

64+10.37PI

62+46.86

PC

57+26.27 PC

57+68.27

PCC

58+ 08.87

C 5

C61+ 12.91

PCC

61+43.59

PT

61+63.93

PC

61+67.82

PT

:0

A u g u s t

T

R A

IL

P la n

S h e p w

-w o rk

\d \i d r-s ra o -1 fd a .d g n

57+50 TO 63+50

SPORTSMAN'S PARK TRAIL

PROJECT

NUMBER

SHEET

ID BOR SRAO 0017(1) D.9

PRELIM

INARY - N

reset bench

Remove and edge of pavement

Match existing edge of pavement

Match existing

N27°22'27"E

N °5

'2 "E

N '5 "W

N10°20 '25"W

N °5

7'

"W N 33°01'26"E

N 38°13'03"E e = N/A

'43.80L =

'21.99T =

'200.00R =

(RT)12°32'55"Δ =

63+49.89PI

e = N/A '40.00L = '20.02T = '360.00R =

(RT)06°21'58"Δ =

65+51.26PI

e = N/A '29.25L = '14.92T = '60.00R =

(RT)27°56'01"Δ =

65+86.16PI

e = N/A '15.00L = '7.50T = '180.00R =

(RT)04°46'29"Δ =

66+08.00PI

e = N/A '35.00L = '17.53T = '240.00R =

(RT)08°21'20"Δ =

67+41.70PI

e = N/A '53.49L = '28.67T = '60.00R =

(RT)51°04'34"Δ =

67+87.84PI

e = N/A '40.00L = '20.05T = '240.00R =

(RT)09°32'57"Δ =

68+32.71PI

e = N/A '58.27L = '32.47T = '53.00R =

(LT)62°59'25"Δ =

62+79.33PI

e = N/A '54.00L = '27.07T = '300.00R =

(LT)10°18'48"Δ =

64+10.37PI

e = N/A '63.96L = '37.20T = '50.00R =

(LT)73°17'42"Δ =

64+74.50PI

e = N/A '18.00L = '9.01T = '180.00R =

(LT)05°43'46"Δ =

65+10.27PI

e = N/A '44.71L = '22.73T = '100.00R =

(LT)25°37'00"Δ =

66+74.65PI

e = N/A '44.00L = '22.03T = '360.00R =

(LT)07°00'10"Δ =

69+57.00PI

62+46.86 PC

63+ 83.30

C

65+ 01.26

19.26

C 6

69+ 34.97

C

C

63+ 71.71

31.24

71.24

C 6

C 6

C

:0

A u g u s t

T

R A

IL

P la n

S h e p w

-w o rk

\d \i d r-s ra o -1 fd a .d g n

63+50 TO 69+50

SPORTSMAN'S PARK TRAIL

PROJECT

D.10ID BOR SRAO 0017(1)

INARY - N

Match existing edge of pavement

Match existing

Remove and reset bench

N17 °1

0'0 1"E

N35°19'21"E

N30°11' 41"E N53°23'29"E

N65°44'00"E

S '0

"E

S '2

"E e = N/A

'57.04L =

'28.76T =

'180.00R =

(RT)18°09'21"Δ =

70+83.99PI e = N/A

'35.00L = '17.52T = '300.00R =

(RT)06°41'04"Δ =

73+49.07PI

e = N/A '40.57L = '20.30T = '460.00R =

(RT)05°03'11"Δ =

73+86.84PI

e = N/A '40.00L = '20.07T = '200.00R =

(RT)11°27'33"Δ =

74+27.18PI

e = ___ '25.85L = '12.97T = '120.00R =

(RT)12°20'31"Δ =

74+89.67PI

e = ___ '33.13L = '21.79T = '20.00R =

(RT)94°54'51"Δ =

75+43.26PI

e = ___ '42.30L = '21.16T = '500.00R =

(RT)04°50'51"Δ =

76+74.27PI

e = N/A '44.13L = '22.18T = '180.00R =

(LT)14°02'52"Δ =

70+01.15PI

e = N/A '32.22L = '16.12T = '360.00R =

(LT)05°07'40"Δ =

71+93.13PI

e = N/A '33.65L = '16.83T = '500.00R =

(LT)03°51'21"Δ =

76+02.37PI

C 7

+85

+19

.19

C

C 7

+54

+53

.10

+95

:0

A u g u s t

T

R A

IL

P la n

S h e p w

-w o rk

\d \i d r-s ra o -1 fd a .d g n

63+50 TO 76+50

SPORTSMAN'S PARK TRAIL

PROJECT

NUMBER

SHEET

ID BOR SRAO 0017(1) D.11

PRELIM

INARY - N

Existing edge of pavement

Existing edge of pavement

S23°12'29"E

S18°21'38"E

S05°22'29"E

S39 °24 '46

"E e = ___

'25.85L =

'12.97T =

'120.00R =

(RT)12°20'31"Δ =

74+89.67PI

e = ___ '42.30L = '21.16T = '500.00R =

(RT)04°50'51"Δ =

76+74.27PI

e = ___ '67.99L = '34.14T = '300.00R =

(RT)12°59'10"Δ =

78+37.93PI

e = N/A '83.06L = '41.99T = '230.00R =

(RT)20°41'33"Δ =

81+35.53PI

e = N/A '33.65L = '16.83T = '500.00R =

(LT)03°51'21"Δ =

76+02.37PI

e = ___ '53.47L = '27.55T = '90.00R =

(LT)34°02'17"Δ =

79+45.04PI 7

75+21.47 PC

6 7 7 7

:0

A u g u s t

T

R A

IL

P la n

S h e p w

-w o rk

\d \i d r-s ra o -1 fd a .d g n

76+50 TO 81+50

SPORTSMAN'S PARK TRAIL

PROJECT

NUMBER

SHEET

ID BOR SRAO 0017(1) D.12

PRELIM

INARY - N

Existing edge of pavement

S18°43'13"E S34°14'5

5"E

S36°4 9'16"E

S 07°55'25"W

S °2

'2 "W

S42 °02 '24"

E S37°0

4'41"E

S °2

7'

"E e = N/A

'83.06L =

'41.99T =

'230.00R =

(RT)20°41'33"Δ =

81+35.53PI

e = N/A '34.00L = '17.03T = '220.00R =

(RT)08°51'17"Δ =

84+49.85PI

e = N/A '34.45L = '17.81T = '55.00R =

(RT)35°53'23"Δ =

84+84.63PI

e = N/A '3.68L = '1.84T = '60.00R =

(RT)03°30'59"Δ =

85+34.78PI

e = N/A '5.20L = '2.60T = '60.00R =

(RT)04°57'43"Δ =

86+41.87PI

e = N/A '34.20L = '17.14T = '200.00R =

(LT)09°47'55"Δ =

82+12.95PI

e = N/A '40.00L = '20.02T = '400.00R =

(LT)05°43'46"Δ =

82+50.03PI

e = N/A '17.96L = '8.98T = '400.00R =

(LT)02°34'21"Δ =

83+92.70PI

e = N/A '56.00L = '30.23T = '60.00R =

(LT)53°28'48"Δ =

85+71.31PI

e = N/A '42.00L = '21.05T = '240.00R =

(LT)10°01'36"Δ =

87+05.45PI

e = N/A '20.26L = '10.23T = '60.00R =

(LT)19°20'49"Δ =

87+36.63PI

C

85+ 41.08

C

C 8

C

85+ 36.62

:0

A u g u s t

T

R A

IL

P la n

S h e p w

-w o rk

\d \i d r-s ra o -1 fd a .d g n

81+50 TO 87+50

SPORTSMAN'S PARK TRAIL

PROJECT

D.13ID BOR SRAO 0017(1)

INARY - N

Existing edge of pavement

Existing gazebo

END CONSTRUCTION

(SCHEDULE B)

"TRAIL" 91+23.85

E 493 848.828

N 469 423.521

S6 6°

'06

"E

S48°35'1 9"E

S52° 54'22

"E

S48°08'43 "E S31°11'12"E e = N/A

'53.00L =

'26.72T =

'170.00R =

(RT)17°51'47"Δ =

88+03.81PI

e = N/A '41.55L = '20.78T = '500.00R =

(RT)04°45'39"Δ =

90+20.37PI

e = N/A '44.40L = '22.36T = '150.00R =

(RT)16°57'31"Δ =

90+91.30PI

e = N/A '42.00L = '21.05T = '240.00R =

(LT)10°01'36"Δ =

87+05.45PI

e = N/A '20.26L = '10.23T = '60.00R =

(LT)19°20'49"Δ =

87+36.63PI

e = N/A '22.61L = '11.31T = '300.00R =

(LT)04°19'03"Δ =

88+95.33PI

C 8

T 9

.8

P O

:0

A u g u s t

T

R A

IL

P la n

S h e p w

-w o rk

\d \i d r-s ra o -1 fd a .d g n

87+50 TO 91+23.85

SPORTSMAN'S PARK TRAIL

PROJECT

D.14ID BOR SRAO 0017(1)

INARY - N

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ORTHOMETRIC

ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

23101 467712.789 493406.906 4364.656 42°56'54.662391"N 112°46'28.528179"W 4320.8989 0.999771142 5/8" IR W/ FHWA ALUM CAP 1.

23102 467948.393 493569.582 4359.293 42°56'57.001111"N 112°46'26.363793"W 4315.5403 0.999771338 5/8" IR W/ FHWA ALUM CAP

23103 468402.863 493385.886 4362.644 42°57'01.476895"N 112°46'28.877891"W 4318.8903 0.999771246 5/8" IR W/ FHWA ALUM CAP

23104 468405.956 493129.252 4364.479 42°57'01.489095"N 112°46'32.328878"W 4320.7222 0.999771254 5/8" IR W/ FHWA ALUM CAP

23105 467982.417 493316.926 4362.051 42°56'57.319133"N 112°46'29.764228"W 4318.294 0.9997713 5/8" IR W/ FHWA ALUM CAP

COORDINATE SYSTEM : Idaho east NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

EPOCH DATE : 2010.000

CADD SYSTEM COORDINATE SYSTEM :ID83/2011-E-IF NSRS11(NAD83/2011) Idaho, East Zone, International foot

PROJECT : Sportsman's Park Transportation Improvements DATE OF FIELD WORK :November, 2023 DATE OF FINAL ADJUSTMENT : January, 2024

PROJECT UNITS : International Foot

-M ar -2

3:

P M

C

M yF ile s\

Th at ch er

Sm ith

\S ur ve y\

Pr oj ec ts

\I D

\S po rt sm an P ar k\

ID

_B O

R _S

R A O

_0

7( 1)

_c on tr ol sh ee t.

xl sx ]S he et

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.

PROJECT

D.15ID BOR SRAO 0017(1)

SHEET

NUMBER

SURVEY CONTROLPRELIM

INARY - N

23105 PROJECT

ID BOR SRAO 0017(1)

�o .o 0 --

Edge of pavement o.� Q) Ol

0 0

Match access road

"W1700SRD" line to be constructed

BEGIN CONSTRUC1lON - _ /---:_

Match existing edge of planter island

"W1700SRD" 1+00.00 1/- -x ____ 0 - --- -----;-� 0 ------�� N 467,926.781 �x- -E 493,151.656 -x-. -x- 0

--- -...:: .:::::::: ::-..: EL. 4368.241 -x- - - - -..;;;;. � -----x- - ,--...::

4 368

-x- -- ,--....::Slope stake limit and -x- -x-_ -. � � -...:::::: "' construction limit -x- -x- -...____ -...____ _

--x-- --x " ' � . - '--- '- ,, ·.Edge of pavement -x- -x- " , , -x- "�·-.

"MAIN 01" - '

N

\ access road centerline , INTERSECTIO� POINT

"W1700SRD" 2+53.81

I ,.-

"MAIN 01" 16+08.36 ,..,..,..

END CONSTRUCTION

"W1700SRD" 2+39.39

Mr,.J

\ \ N 467,914.961

= "MAIN_01" 16+05.19, 14' LT

'I: \ E 493,289.092

SHEET

NUMBER

E.2

I:?..

<:I"

Profile grade

\ EL. 4363.335

�\ ___ l__..,L_-----,-------;--------------i 4 366

4 364

4 362

0+50

4 366

-SSD-::: -1089'- - ; - - -

K :C: 16

16'VC •

• / • fost;nggrouj ••••••••••••••

1+00 1+50 2+00

• HLSD = INF'

. K =J4

24'VC

0 O"I -o ·cxr -cxi CV)

..., ID

+M N '¢

2+50

4 364

4 362

W1700 S ROAD APPROACH

1+00.00 TO 2+39.39

!:L_ ___________________________ ______.

PRELIM

INARY - N

4,368.19El.=

493,149.7595E=

467,919.0094N=

4,368.17El.=

493,153.5535E=

467,934.5530N=

4,367.05El.=

493,179.6463E=

467,928.1842N=

4,364.01El.=

493,253.3655E=

467,893.7209N=

4,362.73El.=

493,297.1600E=

467,865.4307N=

4,365.33El.=

493,222.1907E=

467,922.5397N=

4,363.69El.=

493,255.2768E=

467,930.6631N=

4,362.37El.=

493,324.0701E=

467,975.1719N=

R

R

R

4,362.75El.=

493,289.6727E=

467,918.8894N=

4,362.85El.=

493,288.6167E=

467,910.0537N=

4,362.90El.=

493,284.6242E=

467,915.1415N=

4,362.92El.=

493,284.9837E=

467,911.7172N=

R = 4'

R

Edge of pavement

Edge of pavement Match access road

:2

A u g u s t

W

S R o a d

A p p r o a h a y o u t p w w o r k \d

\i d r s r a o q b a .d g n

LAYOUT

W1700S ROAD APPROACH

PROJECT

NUMBER

SHEET

ID BOR SRAO 0017(1) E.3

PRELIM

INARY - N

BEGIN CONSTRUCTION

(SCHEDULE B)

4.06' RT

= "TRAIL" 48+01.73,

"OVERLOOK" 3+4.07

E = 493,257.835

N = 469,077.987

"OVERLOOK" Line to be constructed

"TRAIL" Centerline

Match trail overlay of pavement

Match existing edge pavement

Existing edge of trail

END CONSTRUCTION

(SCHEDULE B)

"OVERLOOK" 3+58.90

Match existing concrete slab

E = 493,298.355

N = 469,080.602

INTERSECTION POINT

= "MAIN 03" 48+01.79

"OVERLOOK" 3+00.00

PI 3+54.97

Δ = 06°28'24" (LT)

R = 50.00' T = 2.83' L = 5.65' e = N/A

N51 °15 '15 "E

N86°55'59"E

N80°27'35"E

PI 3+09.02

Δ = 35°40'44" (RT)

R = 10.00' T = 3.22' L = 6.23' e = N/A

P T

.7

P T

.0

P O

B

.0

P O

E

.9

P C

.1

P C

.8

PC 4

7+

89.

PT

8+

.1

:4

A u g u s t

O

V E

R L O

O K

A P

P R

O A p w

-w o rk

\d \i d r-s ra o -1 q c .d g n

PLAN

OVERLOOK APPROACH

PROJECT

NUMBER

SHEET

ID BOR SRAO 0017(1) E.4

PRELIM

INARY - N

U 0 j ,._,oi

,_,Co

INTERSECTION POINT

"VAULT" 5+00.00

= "MAIN 03" 61 +32.02

BEGIN CONSTRUCTION

"VAULT" 5+03.96

= "TRAIL" 61+32.04, 3.96' LT

N= 469,675.180

E= 492,522.709

"TRAIL" centerline

Match trail overlay "VAULT" line to be constructed zg

Match existing edge of pavement

/ I I I

--....... -/ I

Match existing �-concrete slab

I I

PI 5+17.30

t::.. = 12 °19'19" (RT) R = 50.00' T = 5.40' L = 10.75' e = N/A

END CONSTRUCTION

"VAULT" 5+66.95

N= 469,732.517

E= 492,544.214

PROJECT

ID BOR SRAO 0017(1)

VAULT TOILET APPROACH

PLAN

SHEET

NUMBER

E.5

PRELIM

INARY - N

PS

23102

G

PS

23101

N

BEGIN CONSTRUCTION

"MAIN_01" 10+36.40, 14.00' RT

RIGHT PARKING AREA

Match access road

Edge of pavement concrete boat ramp

Match existing

See Typical Section, Sheet C.1.

Reconstruct parking area.

"MAIN_01" centerline

E 493,711.611

N 467,550.602

Sheet 1 of 2 clearing limit

Slope stake and

0 1 1 1

3 1

:0

A u g u s t

P

A R

K

IN

G A

R E

A P

L A

N

S H

E E

T

O F p w w o r k \d

\i d r s r a o r b .d g n

PARKING AREA PLAN

PROJECT

Plan 1

NPS Drwg No. xxxxxx NPS PMIS No. xxxxxx

ID BOR SRAO 0017(1) F.2

PRELIM

INARY - N

S

G P S

G P S

METER

WATER

N

END CONSTRUCTION

15.94' RT

"MAIN_01" 21+02.57,

RIGHT PARKING AREA

"MAIN_01" centerline

Edge of pavement

See Sheets D.3-5 edge of pavement.

Match access roadExisting maintenance building

Edge of pavement concrete boat ramp

Match existing

See typical section, sheet C.1

Reconstruct parking area

BEGIN CONSTRUCTION END CONSTRUCTION

14.00' LT

"MAIN_01" 17+99.51,

LEFT PARKING AREA

5.77' LT

"MAIN_01" 21+15.99,

LEFT PARKING AREA

See Typical Section, Sheet C.1.

Reconstruct parking area.

E 493,442.275

N 468,343.306

E 493,426.747

N 468,059.021

E 493,416.890

N 468,348.352 construction limit

Slope stake limit and construction limit

Slope stake limit and concrete curb

Construct asphalt ty p

Sheet 2 of 2 of pavement

Match existing edge

:0

A u g u s t

P

A R

K

IN

G A

R E

A P

L A

N

S H

E E

T

O F p w w o r k \d

\i d r s r a o r b .d g n

PARKING AREA PLAN

PROJECT

F.3ID BOR SRAO 0017(1)

INARY - N

493,711.6109E=

467,550.6022N=

493,720.2601E=

467,594.0812N=

493,715.9616E=

467,652.7260N=

493,730.7856E=

467,688.3962N=

493,722.0071E=

467,717.1135N=

493,661.8045E=

467,758.2254N=

493,631.1182E=

467,742.4934N=

493,616.0140E=

467,743.0080N=

493,534.3297E=

467,769.3019N=

493,396.0627E=

467,892.8884N=

493,367.7572E=

467,882.1753N=

493,332.7491E=

467,902.0434N=

493,551.7904E=

467,905.1879N=

493,508.5504E=

467,803.0141N=

493,509.1389E=

467,828.0136N=

493,516.9364E=

467,847.6908N=

493,378.3492E=

467,939.8535N=

493,532.0151E=

467,869.2271N=

"MAIN_01" centerline

Edge of pavement

Match access road

PARKING AREA LAYOUT

Sheet 1 of 2

0 1 1 1

3 1

:1

A u g u s t

P

A R

K

IN

G A

R E

A L

A Y

O U

T

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

\i d r s r a o r c .d g n

PROJECT

F.4ID BOR SRAO 0017(1)

INARY - N

N

493,576.1528E=

468,007.8929N=

493,567.1212E=

468,038.8723N=

493,536.0864E=

468,055.3913N=

493,488.9392E=

468,095.8702N=

493,486.9012E=

468,102.1088N=

493,494.5065E=

468,122.4128N=

493,501.9473E=

468,142.6179N= 493,507.8171E=

468,169.6323N=

493,506.3408E=

468,190.9185N=

493,488.5407E=

468,258.5758N=

493,458.1449E=

468,317.1360N=

493,442.2749E=

468,343.3063N=

493,501.0562E=

468,213.9153N=

493,414.6491E=

468,345.5044N=

493,384.2168E=

468,342.4012N=

493,400.9935E=

468,192.0012N=

493,411.7845E=

468,135.3271N=

493,411.4093E=

468,126.2606N=

493,419.8471E=

468,090.7004N= 493,432.5560E=

468,075.2220N=

493,426.7460E=

468,059.0225N=

493,417.1284E=

468,348.4723N= 493,415.8966E=

468,325.6564N=

493,441.2195E=

468,340.0903N=

493,551.7904E=

467,905.1879N=

493,396.0627E=

467,892.8884N=

493,378.3492E=

467,939.8535N=

493,367.7572E=

467,882.1753N=

493,350.2766E=

467,929.3593N=

493,332.7491E=

467,902.0434N=

493,324.9498E=

467,921.9638N= centerline

"MAIN 01" access road

Edge of pavement building perimeter

Edge of pavement at at island

Edge of pavement

Sheet 2 of 2

PARKING AREA LAYOUT

Match access road

Match access road

Edge of pavement

:1

A u g u s t

P

A R

K

IN

G A

R E

A L

A Y

O U

T

S h e e t

O f p w w o r k \d

\i d r s r a o r c .d g n

PROJECT

F.3ID BOR SRAO 0017(1)

INARY - N

A

V E

M E N T O

V E R

G R

O W

N

METER

WATER

E M

E M

N

BEGIN CONSTRUCTION

END CONSTRUCTION

10+00.00

24+59.89

LEGEND:

Soil erosion control, fiber roll

Sheet 1 of 5

"MAIN 01" alignment

"W1700SRd" alignment

Clearing limit

Clearing limit

Edge of pavement

Edge of pavement

Clearing limit

Edge of pavement

:2

J u n e

E R

O S

IO

N

C O

N T

R O

L P

L p w w o r k

\d

\i d r s r a o e b

.d g n

EROSION CONTROL PLAN

PROJECT

G.2ID BOR SRAO 0017(1)

INARY - N

Plan 1

TRAIL - Plan 1

1"=100'

LEGEND:

Soil erosion control, fiber roll

BEGIN CONSTRUCTION

40+00.00

"TRAIL" alignment

Existing edge of pavement

Existing edge of pavement

"OVERLOOK1" alignment

Sheet 2 of 5

Existing gazebo

4546 4

:1 u ly

T

R A

I L

P la n

S h e p w w o r k \d

\i d r s r a o e c .d g n

EROSION CONTROL PLAN

PROJECT

NUMBER

SHEET

ID BOR SRAO 0017(1) G.3

PRELIM

INARY - N

LEGEND:

Soil erosion control, fiber roll

"TRAIL" alignment

"VAULT1" alignment

Existing edge of pavement

Existing edge of pavement

Sheet 3 of 5

Existing bench

:1 u ly

T

R A

I L

P la n

S h e p w w o r k \d

\i d r s r a o e c .d g n

EROSION CONTROL PLAN

PROJECT

G.4ID BOR SRAO 0017(1)

INARY - N

Soil erosion control, fiber roll

"TRAIL" alignment

Existing edge of pavement

Existing edge of pavement

Sheet 4 of 5

Existing bench

:1 u ly

T

R A

I L

P la n

S h e p w w o r k \d

\i d r s r a o e c .d g n

EROSION CONTROL PLAN

PROJECT

G.5ID BOR SRAO 0017(1)

INARY - N

Soil erosion control, fiber roll

"TRAIL" alignment

Existing edge of pavement

Existing edge of pavement

Existing gazebo

END CONSTRUCTION

91+23.85

Sheet 5 of 5

1 8

2 8

:5

J u ly

T R

A I L

P la n

S h e p w w o r k

\d

\i d r s r a o e c .d g n

EROSION CONTROL PLAN

PROJECT

NUMBER

SHEET

ID BOR SRAO 0017(1) G.6

PRELIM

INARY - N

NO SCALE

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

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

S ee F ib er R ol l

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

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

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

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

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

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

FIBER ROLL

(FT)

(FT)

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

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

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

NOTE:

WFLHD DETAIL

DETAIL APPROVED FOR USE 10/2014

7/2016 REVISED:

157-21W

:3 u n e

D e t

W p w w o r k

\d

\i d r s r a o e d

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

ID BOR SRAO 0017(1) G.7

PRELIM

INARY - N

Y B

O X

METER

WATER

N on center barricade

Install construction sign center barricade

Install construction sign on center barricade

Install construction sign on fence

Install construction sign ROAD

CLOSED

ROAD

CLOSED

ROAD

CLOSED

ROAD

CLOSED

R11-2

R11-2 R11-2

R11-2

:LEGEND

Barricade Type III (3 each)

Temporary Traffic Control, "MAIN 01" centerline

"TRAIL" centerline

Sheet 1 of 2

"W1700SRd" centerline

1 2

:2

M a y

M

A I N

P la n

S h e p w w o r k

\d

\i d r s r a o ta a .d g n

CONTROL PLAN

TEMPORARY TRAFFIC

PROJECT

I.2ID BOR SRAO 0017(1)

INARY - N

:LEGEND

Barricade Type III (3 each)

Temporary Traffic Control, Sheet 2 of 2 center barricade

Install construction sign on ROAD

CLOSED

R11-2

:1

M a y

T

R A

I L

P la n

S h e p w w o r k

\d

\i d r s r a o ta a .d g n

CONTROL PLAN

TEMPORARY TRAFFIC

PROJECT

I.3ID BOR SRAO 0017(1)

INARY - N

See post detail (typ.)

Break-away holes.

See table for hole size parallel to sign face.

Field drill holes through post

Bottom of sign panel

Post�

Local tangent

< 10

" dia. bolts 4 1Attach sign panels with a minimum of 2 -a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, 6" x 6" or larger.

Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign.

use 7' minimum mounting height for main sign

NOTE:

90°

93°

WOOD POST SELECTION TABLE

X X

0.75X

H

H

X

0.2X0.6X 0.2X

Y

H

D

H

D

H

D

Long side of post

D

7.

6.

5.

4.

3.

2.

1.

In areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

per post.

In pedestrian locations, or in areas with obstructed views, the curb may be used.

by the CO.

State standards may be used as an alternative if approved

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

E d g e o f p a v e d s h o u ld e r

E d g e o f tr a v e le d w a y

S e e N o te m in

S e e N o te m in

See Note 4

6' - 12'

On tangent alignment

200'

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

(INCH) (INCH) (INCH)

Diamond ≤ 48"

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

> 30'

> 17'

12' - 16'

> 13'

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

1.5

1.5

1.5

1.5

6/2005 STANDARD APPROVED FOR USE

7/2022 REVISED: 635-14

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

:2

J u ly

S td p w

-w o rk \d

\i d r-s ra o

-1 td

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

ID BOR SRAO 0017(1) I.4

PRELIM

INARY - N

[C: ONE WAY 1) �n;_ t:t sign system.

ri+] Install sign system, R4-7.[l_J Remove existing sign.

si��l Install sign system, 5 R2-1

Edge of pavement

Apply pavement markings, type B, solid (white) edge line (typ.)

Informational display to remain

Informational display to remain

L-x--x--x-

Informational display to remain

SCALE OF FEET

0 20 40 100

CP

Remove and reset sign W17-1

Apply pavement markings, type B, solid (white) edge line around planter island

Existing maintenance building

/4 /'' 7 '

I '- '-

Apply pavement markings, type B, solid (white) line around partial building perimeter. rl,., ' In,s'tall sign system, IC: IR6-1L ONE WAY p

Informational display to remain

Apply pavement markings, type B (white, hatched area) (typ.)

PROJECT

ID BOR SRAO 0017(1)

Existing signs to remain

Remove and reset sign

Existing signs to remain

Apply pavement markings, type B, solid (white) parking stripe (typ.)

Edge of pavement

SHEET

NUMBER

J.2

SIGNING AND STRIPING PLAN -

PARKING AREA AND ACCESS ROAD

PRELIM

INARY - N

T U

R E T

R A I L

R E K R A M Y R A D N U O B

I N

F O

N

Existing sign to remain to remain

Existing delineator to remain

Existing delineator to remain

(informational display)

Existing sign

P A

R K

IN

G A

C C

E S S R

O A

D

:0

J u ly

S

IG

N

IN

G P

L A

N

S P

O R

T S

M A

N 'S

P A

R K

T R

IL

p w w o r k \d

\i d r s r a o p b a .d g n

PARK TRAIL

SIGNING PLAN - SPORTSMAN'S

PROJECT

J.3ID BOR SRAO 0017(1)

INARY - N

SINGLE POST SIGNS

POST DETAIL

THREE POST SIGNS FOUR POST SIGNS

MINIMUM DISTANCE TO SIGN

SIGN INSTALLATION ANGLE

SIGNS WITHOUT ANGLES

TYPICAL MOUNTING FOR

WOOD POST SELECTION TABLE

Direction of traffic flow

SIZE

POST NUMBER OF POSTS

1 2 3 4 D diameter and hole depth

Notch from curb

Offset (W)

Lateral

Height (V)

Mounting

5.

4.

3.

2.

1.

TWO POST SIGNS

of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge

E d g e o f s h o u ld e r

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

E d g e o f s h o u ld e r

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

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

E d g e o f s h o u ld e r

Location

Rural Districts

Residence Districts

Business or

See table for hole size post, parallel to sign face.

Field drill holes through a secondary sign mounted below another sign.

exceeds the limit for the largest post, use steel post installation.

Values shown are the maximum permitted. If the product of XYZ

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

E d g e o f s h o u ld e r

Finish ground line

NO SCALE

rectangle enclosing all the signs.

- Multiple sign installations: X and Y are the dimensions of a dimensions of the signs.

- Single sign, or back to back signs: X and Y are the overall

For the purpose of post selection X and Y are as follows:

longest post.

Z is the height from ground line to mid-height of sign at the conditions. See Wood Post Selection Table below.

D is the minimum post embedment depth for average soil fit field conditions.

indicate overall post length. Select post lengths to 4 thru H1H is vulnerable to being struck when placed outside the clear zone.

Traffic barrier protection is required for all posts larger than

CL post

Backfill material

W

0.15X0.35X0.35X0.15X ty p

D

Z

Y

H

H

H

V Y

Backfill material

W

0.125X0.25X0.25X0.25X0.125X

.5

Y Z

H

H

H

H ty p

D

V Y

V Y

H

Z ty p

D

Same post size

Same post size

Bottom of sign

Long side of post single post installations of post. Omit notch for

Saw cut notch full width

H

Same post size

Backfill material

(See Post Selection table)

Notch depth (where required)

W

W

Backfill material

Y

Z ty p

D

V Y

H

.5

Y

0.2X0.6X0.2X

(inch)

8 x 12

8 x 10

6 x 10

6 x 8

6 x 6

4 x 6

4 x 4

Product of X-Y-Z in CUFT

6'-0"

5'-0"

5'-0"

4'-0"

4'-0"

4'-0"

3'-0"

"4

"4

"2

For all retroflectorized signs where W > 25'

6 ft 5 ft

7 ft 2 ft

V may be reduced by 1 foot in rural districts for

22 ft (max.)

X=14 ft (min.) to maximum

X=5 ft to 12 ft (max.)

X=4 ft (min.)

18 ft (max.)

X=10 ft (min.) to

" outside dia.) 4 1(1 oversized washer

" nonmetallic16

" oversized washer16 5" lock nut16

" bolt16

" bolt thru the post8

6" x 8" when located within the clear zone or if the post

NOTE:

all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum

DETAIL APPROVED FOR USE 10/2009

REVISED:

633-7W

WFLHD DETAIL

WOOD POSTS

INSTALLATION

PERMANENT SIGN

:5

M a r c h

D e t

W p w w o r k \d

\i d r s r a o p c .d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

J.4ID BOR SRAO 0017(1)

INARY - N

Striping Plans.

accessibility symbol unless a border is indicated in the

The Accessibility Parking Space marking only includes the

"Standard Highway Signs", current edition.

All letters, numerals and symbols shall conform with the current edition.

with the ''Manual on Uniform Traffic Control Devices'' (MUTCD), Place pavement word and symbol markings in accordance

3.

2.

1.

TYPE

ACCESSIBILITY PARKING SPACE MARKING

"AHEAD" WORD MARKING "SCHOOL" WORD MARKING

"ONLY" WORD MARKING"YIELD" WORD MARKING"STOP" WORD MARKING

TURN LANE-USE ARROW PAVEMENT MARKING AREASLANE-USE ARROW

THROUGH

LANE-USE ARROW

TURN AND THROUGH

TRIANGLE SYMBOL

YIELD AHEAD

NOTE:

NO SCALE

Turn and Through Lane-Use Arrow

Turn Lane-Use Arrow

Through Lane-Use Arrow

YIELD Word Marking

STOP Word Marking

SCHOOL Word Marking

ONLY Word Marking

AHEAD Word Marking

Accessibility Marking w/ border (Blue)

Accessibility Marking w/ border (White)

Accessibility Marking (symbol only) specified in the Striping Plans

Blue background when border in the Striping Plans

White border when specified

6'

(V

M

P H

(V

M

P H

(V

M

P H

(V

M

P H

)8"

.5

.5

14"12"14"

12"30"30"

33"

R

R

12"30"30"

.7

.7

33"

R

14"

6.75'

4" Typical

4" Minimum

T y p

4" Minimum

4" Typical

Yield Ahead Triangle (V≥45 MPH)

Yield Ahead Triangle (V≤40 MPH)

7'

9.75'8'

6'

27"

R

27"

T y p

SQFT

M in im u m

6" R

3" Minimum

9" R

"21

45"

3"R

3"R

3"R

24" Minimum

DETAIL APPROVED FOR USE 3/2003

10/2007 11/2006REVISED: 634-1W

WFLHD DETAIL

SYMBOLS AND WORDS

PAVEMENT MARKINGS

:5

M a rc h

D e t W p w

-w o rk

\d \i d r-s ra o -1 p d .d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

J.5ID BOR SRAO 0017(1)

INARY - N

required by the maintaining agency.

pavement markings when specified on the plans or when

Typical pavement marking widths are shown. Use wider for curve widening transition locations.

throughout the curve widening area. See staking details the roadway. Maintain a constant shoulder width "s" curve widening "w" to achieve equal lane widths within

Paint centerline pavement markings on curves with curb interface when curb is present.

Place edge line pavement markings at asphalt/concrete

3.

2.

1.

TYPICAL PAVEMENT MARKING APPLICATIONS

CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE

CENTERLINE DETAIL

See Note 2 for treatment of curves when widening "w" is split equally on both sides of centerline

CL

CL

L a n e

L a n e s s w

Transition

Curve widening

Transition

S h o u ld e r s

T ra v e l

L

T ra v e l

L

S h o u ld e r s s L s

S o u ld e r

L a n e

T r a v e l

L a n e

T r a v l

S o u ld e r

L w w w w when specified in plans required by the maintaining agency when specified in the plans or when

Increase spacing between parallel lines markings when specified

Approach road pavement break specified in plans extension when edge line line when specified in plans yellow centerline line extension

Turnout

Edge of pavement allow sufficient sight distance

Major approach road

Minor approach

Centerline as required

Edge line when specified in plans and location of top lift pavement joint

Offset centerline for pavement markings

Design

Edge line when specified in plans

4" solid white edge line

4" dotted white line 4" dotted white

4" solid white edge

4" solid double

Locate 12" wide stop line to 4" broken yellow centerline m a x m in

2' 10'30'10'30'10'

2' to 6'

NOTE:

DETAIL APPROVED FOR USE 10/2007

10/2012REVISED:

634-2W

WFLHD DETAIL

PAVEMENT MARKINGS

LINEAR

:3

A p r il

D e t

W p w w o r k

\d

\i d r s r a o p e .d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

ID BOR SRAO 0017(1) J.6

PRELIM

INARY - N