glac14-6_Plans-Legal.pdf

DAVID ROEMER Digitally signed by DAVID ROEMER Date: 2024.05.13 11:01:04 -06'00'

BRENT L COE Digitally signed by BRENT L COE Date: 2024.05.29 12:48:10 -07'00'

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A

M

M a y

S h e e t

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

\m t-n p g la c A

S h e e ts

.d g n

SHEET INDEX

PROJECT

NUMBER

SHEET

A.2

NPS Drwg No. xxxxxx NPS PMIS No. 259122

MT NP GLAC 14(6)

BH TP

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

W

RIP

DI

G W G WV

CP GPS

36 31

36 31

N

E

N 1000EL. 1234.56

TP

TP

SEC.

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

SEC.

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 -

A A

DI

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

11/2001 DETAIL APPROVED FOR USE

6/2022

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

ABBREVIATIONS

PLAN SYMBOLS AND

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P a y

S

T D

D e ta il W

-1

P la n S y m b o ls a n d A b b ri v ia ti o n s p w

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(6

A

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WFLHD DETAIL

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

A.3

N

Mountain

Wynn

Mountain

Allen

Grinnell

Mount

Henkel

Mount

Area

Loop and Parking

Many Glacier Hotel

S w iftc u rre n t

C re ek

W in d y

C r e e k

C a n y o n C re e k

Apikuni Creek

C a ta r a c t

C r e e k

B ou ld er C re ek

Bo ul de r

Creek

Mountain

Apikuni

Scale in feet

0 2000 4000 6000

END PROJECT

Sheet A.5

See Vicinity Map 2

BEGIN PROJECT

LAKE

SHERBURNE

L A

K E

S W

IF

T C

U R

R E

N T

L A

K E J

O S E P H

IN

E

LAKE

FISHERCAP

GRIN

NELL

LAKE

LAKEBULL

HEAD

LAKE

NATAHKI

KENNEDY LAKE

LAKE

REDROCK

L A

K E

IC

E

B E

R G

C R A C K E R L

A K E

RIDGE LAKE

SWIFTCURRENT

LAKE

FA

LL

IN

G

LE

AF

GLACIER

NATIONAL

PARK

MANY

GLACI

ER

ROAD

B O

U N

D A

R Y

Babb ±5 mi les t o

Ice be rg Creek

C O

N

TIN

EN

TA

L

D

IV

IN

E

P A

R K

" 66+65ALI-ML-SC-01"

LAKE

SNOW

M

OON

"ALI-ML-SC-01" 15+98

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SHEET 1 of 2

VICINITY MAP

PROJECT

A.4

Scale in feet

500 0 500 20001000 1500

Motor Inn Parking Area

Swiftcurrent

Upper & Lower Campground Loop

Lodging Area

Administrative Area

Picnic Area Loop

Boat ramp

Water source

52+01.96

END PROJECT

BEGIN PROJECT

L A

K E

S W

IF

T C

U R

R E

N T

Pt ar m ig an T ra il

S w iftcu rren t

TrailPass

Swiftcurrent Creek

MANY

GLACI

ER

R O

AD

Swif tcu rre nt

Cre ek

Saddle HorseCorralTra il

W ilburCreek

S w if tc u r r e n t

L a k e

T ra il

Allen Creek

C ra c k e r L a k e T ra il

P ie g a n P a s s T ra il

S Sh or e

J o s e p h in e L a k e

T ra il

S w iftc u rre n t C re e k

Bab b

±11 mil es to

" 66+65ALI-ML-SC-01"

" 15+98ALI-ML-SC-01"

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SHEET 2 of 2

VICINITY MAP

PROJECT

A.5

NPS PMIS No. 259122 NPS Drwg No. xxxxxx

Sheet and Description

Section D Section E Section F Section G Section H Section I

Plan and Plan

Parking Areas, Turnouts and

Approach Roads

Soil Erosion and Sediment

Control Drainage 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 15702-5000 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM LPSM All ALL

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 3,676 364 4,040

A0160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0180 20101-0000 CLEARING AND GRUBBING ACRE 3.2 1.7 5.0

A0200 20301-0200 REMOVAL OF BOULDER EACH 65 203 12 280

A0220 20301-0700 REMOVAL OF DELINEATOR EACH 7 7

A0240 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1

A0260 20301-2400 REMOVAL OF SIGN EACH 17 17

A0280 20302-0625 REMOVAL OF CURB, LOG LNFT 1,363 67 1,430

A0300 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 15 10,082 603 10,700

A0320 20303-3000 REMOVAL OF SIDEWALK, ASPHALT SQYD 574 26 600

A0340 20304-5000 REMOVAL OF BUILDING LPSM All ALL

A0360 20315-0000 SAWCUTTING PAVEMENT LNFT 44 1,190 284 392 1,910

A0380 20401-0000 ROADWAY EXCAVATION CUYD 18 3,148 334 3,500

A0400 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2 (ENERGY

DISSIPATOR) CUYD 13 42 5 60

A0420 25125-0000 BOULDER (BARRIER ROCK) EACH 682 259 59 1,000

A0440 30110-0000 AGGREGATE SURFACE COURSE TON 27 3 30

A0460 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 100 4,925 375 5,400

A0480 30402-5000 FULL DEPTH RECLAMATION, METHOD 2 SQYD 18,812 938 19,750

A0500 31303-0000 AGGREGATE-TOPSOIL COURSE CUYD 94 185 50 329

A0520 40301-0000 ASPHALT CONCRETE PAVEMENT TON 1,075 4,391 234 5,700

A0540 40301-0000 ASPHALT CONCRETE PAVEMENT (WEDGE AND LEVELING

COURSE) TON 239 68 13 320

A0560 41201-0000 TACK COAT TON 8.9 3.4 0.7 13.0

A0580 60201-0400 12-INCH PIPE CULVERT LNFT 43 7 50

A0600 60201-0800 24-INCH PIPE CULVERT LNFT 195 10 205

A0620 60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT LNFT 142 8 150

A0640 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT LNFT 51 9 60

A0660 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 4 4

A0680 60211-0600 END SECTION FOR 18-INCH EQUIVALENT DIAMETER ARCH

OR ELLIPTICAL PIPE CULVERT EACH 2 2

MileStone: Final Date Completed: 06/24/24 Report Date: 06/24/24

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-J un

-2

1:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

C pw -w or k\ d0 gl ac

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]S he et

PROJECT

B.1MT NP GLAC 14(6)

NPS PMIS No. 259122 NPS Drwg No. xxxxxx

Sheet and Description

Section D Section E Section F Section G Section H Section I

Plan and Plan

Parking Areas, Turnouts and

Approach Roads

Soil Erosion and Sediment

Control Drainage Temporary

Traffic Control Permanent

Traffic Control Allowance Bid Schedule

A0700 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH

OR ELLIPTICAL PIPE CULVERT EACH 1 1

A0720 60901-0000 CURB, CONCRETE (PRECAST SIMULATED LOG PATTERN) LNFT 1,790 90 1,880

A0740 60915-1000 WHEELSTOP, CONCRETE (PRECAST SIMULATED LOG

PATTERN) EACH 133 133

A0760 61501-0600 SIDEWALK, EXPOSED AGGREGATE COLORED CONCRETE SQYD 550 30 580

A0780 61504-2000 ACCESSIBILITY RAMP, EXPOSED AGGREGATE CONCRETE

(COLORED) SQYD 104 104

A0800 61509-0000 DETECTABLE WARNING PANELS SQYD 17 3 20

A0820 61902-2700 GATE, CHAIN LINK EACH 1 1

A0840 61920-1000 REMOVE AND RESET BOLLARD POST EACH 3 3

A0860 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 30 30

A0880 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 24-INCH WIDTH HOUR 40 40

A0900 62201-3300 HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM

CAPACITY HOUR 40 40

A0920 62301-0000 GENERAL LABOR HOUR 60 60

A0940 62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH SQYD 532 48 580

A0960 62501-0000 TURF ESTABLISHMENT (GOVERNMENT PROVIDED SEED) ACRE 2.4 1.3 0.4 4.1

A0980 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 35 3 38

A1000 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (TRAILHEAD

SIGN) EACH 2 2

A1020 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN (RADAR

SPEED SIGN) EACH 1 1

A1040 63302-0000 SIGN SYSTEM SQFT 112 10 122

A1060 63309-0000 DELINEATOR EACH 7 3 10

A1080 63316-1000 REMOVE AND RESET SIGN EACH 12 2 14

A1100 63318-1000 SNOW POLE HOLDER EACH 41 4 45

A1120 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (DOUBLE YELLOW) LNFT 9,080 455 9,535

A1140 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (WHITE) LNFT 69 18,386 925 19,380

A1160 63403-0400 PAVEMENT MARKINGS, TYPE D (HELIPAD SYMBOL) SQFT 117 8 125

A1180 63405-1300 PAVEMENT MARKINGS, TYPE D, TURN ARROW EACH 2 2

A1200 63405-1350 PAVEMENT MARKINGS, TYPE D, STRAIGHT ARROW EACH 14 14

A1220 63405-1500 PAVEMENT MARKINGS, TYPE D, "STOP" WORD MESSAGE EACH 1 1

A1240 63405-1650 PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL EACH 10 10

A1260 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 6 6

A1280 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 80 80

A1300 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 116 9 125

A1320 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 109 11 120

A1340 63703-0000 RESIDENTIAL HOUSING EACH 2

-J un -2

1:

P M

MileStone: Final Date Completed: 06/24/24 Report Date: 06/24/24

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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.2MT NP GLAC 14(6)

LC

3-inch depth

Aggregate-topsoil course, TYPICAL SECTION NO.1

"ALI-ML_SC-01"

21+81 to 66+65

[2] pavement, 2-inch compacted depth

Asphalt concrete course, 1-inch compacted depth

(wedge and leveling course)

Asphalt concrete pavement, [5]

Existing asphalt

Tack coat

Existing ground

Existing ground

Existing ground course, 3-inch depth

Aggregate-topsoil

Existing ground

Finished grade centerline

Roadway

Edge of travel way

Hinge point

Boulder (typ.)

Existing Surfacing60' grade line

Existing road2"

E n d ty p ic a l vertical pavement

Sawcut

Tack coat

Remove pavement (mill)

Asphalt overlay

Varies � [1] � Varies [1]

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

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

10'

Travel lane

10'

Travel lane

Esta blish ment Establishment

Turf Turf

Shoulder

1'

Shoulder

1'

[4]

[3] Boulder (barrier rock)

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

Shoulder

14"-18" (typ.)

1' (min)

3"

18"

Esta blishment Turf

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

1'

Shoulder

14"-18" (typ.)

1' (min)

3"

18"

Establishment

Turf

1:6 1:6

Varies

2'

10'

Center to center

10' Spacing (typ.)

BOULDER DETAIL

CONNECTION DETAIL 66+65 NO SCALE

See E.Sheets for Typical Section 15+98 to 21+81.

NOTE:

1.

FOOTNOTE:

operation.

operation, and asphalt concrete in a continuous Place wedge and leveling course in a continuous

Match existing superelevation or normal crown at 2%

[3]

Protect existing asphalt surface.

See "D Sheets" for Boulder (barrier rock) station limits.

See Boulder Detail this sheet.

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SHEET 1 of 2

TYPICAL SECTIONS

PROJECT

C.1

Sawcut pavement

Tack coat

LC

3-inch depth Aggregate-topsoil course, TYPICAL SECTION NO.2

"ALI-ML_SC-01"

CULVERT REPLACEMENTS

23+81, 27+74 32+83, 41+39 59+35 63+10, 63+14 of pavement Existing top method 2. 6-inch compacted depth Roadway aggregate, pavement, [2]2-inch compacted depth

[2]course, 1-inch compacted depth

(wedge and leveling course)

[2] pavement, 3-inch compacted depth

Existing ground

Existing ground

Existing ground Existing ground

Finished grade course, 3-inch depth Aggregate-topsoil

No.1 Typical Section

No.2 Typical Section

TRANSITION DETAIL

� Varies [1] Varies � [1]

[6] n s tr u c ti o n l im it

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

1'

Shoulder

10'

Travel lane

10'

Travel lane

1'

Shoulder

Esta blishment Establishment

TurfTurf

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

1'

Shoulder

Esta blishment Turf

14"-18" (typ.)

1' (min)

3"

18"

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

1'

Shoulder

14"-18" (typ.)

1' (min)

3"

18"

Establishment

Turf

1:61:6

NO SCALE

See E.Sheets for Typical Section 15+98 to 21+81.

NOTE:

1.

FOOTNOTE:

operation.

operation, and asphalt concrete in a continuous Place wedge and leveling course in a continuous

Match existing superelevation or normal crown at 2%

Protect existing asphalt surface.

See "D Sheets" for Boulder (barrier rock) station limits.

See Boulder Detail this sheet.

[6] existing conditions at culverts.

Reconstruct slopes outside the roadway to match

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SHEET 2 of 2

TYPICAL SECTIONS

PROJECT

C.2 points.

computed distance by a mean combined factor of the two the ground, inverse the state plane coordinates and divide the

To precisely check distances between points as measured on1.

NOTE:

NOTE:

location, quality and quantity of survey control points is not guaranteed.

Verify survey control points. Due to removal and displacement by others,1.

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SHEET 1 of 2

SURVEY CONTROL

PROJECT

D.1

CP

CP

CP

CPCP

CP

CP

CP

CP

CPCP

CP

CP

CP

CP CP

CP

CP

CP22192

CP22193

CP22194

CP22195CP22196

CP22197

CP22198

CP22199

CP22200

CP22201

CP22202CP22203

CP22204

CP22205

CP22206

CP22207

CP22209

DJA11

DJA12

MG101

END PROJECT

BEGIN PROJECT

Motor Inn

Swiftcurrent

CP22208

CP2

0 3 5 4

E= 966,714.114

N= 1,685,757.787

"ALI ML-SC-01" 66+65

E= 962,480.926

N= 1,684,787.580

"ALI ML-SC-01" 15+98

CP

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SHEET 2 of 2

SURVEY CONTROL

PROJECT

D.2

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SHEET 1 of 2

TABULATION OF QUANTITIES

PROJECT

D.3 placement locations. See Sheet C.2

Includes approximately 16 tons for Typical Section No.2 at culvert placement locations. See Sheet C.2

Includes approximately 33 tons for Typical Section No.2 at culvert under Section 251.

Conserve boulders that meet the required dimensions for reuse

FOOTNOTE:

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SHEET 2 of 2

TABULATION OF QUANTITIES

PROJECT

D.4

CP22209

N

Removal of log curb

16+22 to 17+59 LT

Removal of log curb

16+02.to 16+03 LT

Removal of log curb

16+02 to 16+03 RT

Removal of log curb

16+25 to 16+75 RT

Removal of log curb

16+97 to 21+28 RT

LT & RT Removal of log curb

18+37 to 20+10

Removal of log curb

18+07 to 19+30 LT

Removal of log curb

19+33 to 21+22 LT

Removal of sidewalk, asphalt

18+03 to 21+22 LT

Removal of sidewalk, asphalt

15+98 to 17+84 LT

Removal of sidewalk, asphalt

15+98 to 16+75 RT

Removal of sidewalk, asphalt

18+35 to 20+13 LT & RTRemoval of boulders

16+03 to 16+24 LT

Removal of boulders

16+04 to 16+25 RT

Edge of pavement

Edge of pavement

Edge of pavement

Edge of pavement Edge of pavement

Construction limit limit

ConstructionConstruction limit

BEGIN PROJECT

See riprap detail on sheet E.13

SWIFTCURRENT MOTOR INN

PARKING AREA

See Section E for details

"ALI_ML-SC_01" 15+98.00

N= 1684827.093

E= 961898.976

SWIFTCURRENT

MOTOR INN

SWIFTCURRENT MOROR INN

NORTWEST PARKING AREA

TELEPHONE

CP

DJA12

CP22207

CP

CP

CP22206

CP

CP22208

N

Construction limit

Construction limit water line to be constructed by others

Proposed underground

See Section G culvert w/ end section on inlet.

arch or elliptical pipe

18" Equivalent dia.

Install

15" outlet, 12" inlet

Remove existing pipe.

23+81

"ALI_ML-SC_01" 22+27.51 =

"ALI_ML-SC_01" 22+27.54 =

Removal of delineator

21+23 to 21+53 LT

Removal of boulder

21+32 to 21+97 LT

Removal of boulder

21+18 to 22+16 RT

TYPICAL SECTION 1

BEGIN

Line to be constructed

"ALI ML-SC 01"

Edge of pavement

Edge of pavement

Edge of shoulder

"ALI_ML-SC_01" 27+10.72 =

Boulde r (barr ier Roc k)

Boulder (barrier Rock)

Boulder (barrier Rock)

Boulder (barrier Rock)

21+19 to 22+18 LT

22+36 to 23+90 LT

21+19 to 22+20 RT 22+35 to

26+97 RT

"ALI_APPR_2228_L" 200+00.00

"ALI_APPR_2228_R" 100+00.00

N= 1684787.5802

E= 962480.9254

21+81.29 "ALI_ML-SC_01"

SWIFTCURRENT SPUR ROAD

Construct turnout 23+90 to 32+10

See Section E

"App_2711_R" 300+00.00

NOTE:

2.

1.

See Sheets E.1-15

Swiftcurrent Motor Inn Northwest Parking Area.

Swiftcurrent Motor Inn Parking Area. See Sheets E.1-15

See Section E for Boulders (Barrier rock)

Turnout 23+90 LT to 32+10 LT. See Sheets E.1,16-18.

4.

3.5 :1

M a y

A

L I_

M L

-S C

P L

A N

A N

D P

L A

N

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

\g la c p ln p p .d g n

15+98 TO 27+20

PLAN AND PLAN

PROJECT

D.5

WV

WV

WF

VALVE

WATER

VALVE

WATER

VALVE

WATER

WF

WF

CP

CP22205

N waterline to be constructed by others Proposed underground waterline to be constructed by others Proposed underground

See Section E

Removal of building

30+33 LT

Construction limit

Construction limit

Edge of pavement

Edge of pavement

Edge of shoulder

Edge of shoulder

See Section G and end section

Remove existing 18" pipe

27+60 See Section G w/end section on inlet

Install 24" pipe culvert

27+74

"ALI_ML-SC_01" 31+43.58 =

"ALI_ML-SC_01" 28+54.51 =

"ALI ML-SC 01" Line to be constructed

See Section G w/end section on inlet

Install 24" pipe culvert w/ end section on inlet

Remove existing 18" pipe

32+83

"ALI_ML-SC_01" 29+84.56 =

See Section E existing concrete pad

Preserve and protect

2 3 3 3

Boulder (barrier rock)

Boulder (barrier rock) Boulder (barrier rock) Boulder (barrier rock)

Boulder (barrier rock)

22+20 to 28+48 RT 28+70 to 29+95 RT 30+03 to 30+96 RT 31+18 to 38+04 RT

32+09 to 66+65 LT

SWIFTCURRENT SPUR ROAD

Construct turnout 23+90 to 32+10

See Section E

"ALI_Water_Station" 501+82.44

"ALI_APPR_2855_R" 400+00.00

"ALI_APPR_2990 RT" 500+00.00

WV

WFWV

WATER

WV

WATER

VALVE

WATER

CP22203

CP

DJA11

CP

CP

MG101

N

"ALI ML-SC 01" Line to be constructed

Construction limit

Construction limit

Edge of pavement

Edge of pavement

Edge of shoulder

Edge of shoulder

"ALI_ML-SC_01" 39+21.61 =

"ALI_ML-SC_01" 38+33.76 =

waterline to be constructed by others

Proposed underground

0 0

5 3

6 3 7 3

Boulder (barrier rock)

Boulder (barrier rock) Bou lder (ba rrie r ro ck)

Boulder (barrier rock)

32+09 to 66+65 LT

31+18 to 38+04 RT

38+59 to 38+76 RT

39+ to 4

1+

RT

SWIFTCURRENT SPUR ROAD

"ALI_PARK_03" 700+00.00

"App_3834_R" 600+00.00

NOTE:

2.

1.

Picnic Area Loop Road "ALI_PARK_03" see Sheets E.1,19-26

"ALI-APPR_2990 R" see sheets E.1, 28-305 :1

M a y

A

L I_

M L

-S C

P L

A N

A N

D P

L A

N -1

S h e p w w o r k \d

\g la c p ln p p .d g n

27+20 to 40+60

PLAN AND PLAN

PROJECT

D.6

W V

VALVE

WATER

W V

CP22201

CP

N

"ALI ML-SC 01" Line to be constructed

Construction limit

Construction limit

Edge of pavement

Edge of pavement

Edge of shoulder

Edge of shoulder

"ALI_ML-SC_01" 42+43.69 =

See Section G w/end section on inlet arch or eliptical pipe culvert Install 24" equivalent dia w/ end section on inlet Remove existing 18" pipe 41+39 w/ end section on inlet existing 24" pipe Preserve and protect 44+16

SWIFTCURRENT SPUR ROAD

PI

CN

IC

A

REA

L

O O P

RO

AD

Boulder ( ba rrier rock)

Boulder ( ba rrier rock)

Boulder ( barrier rock)

"ALI_PARK_03" 706+65.92

32+09 to 66+65 LT

36+69 to 41+89 RT 42+87 to 49+41

CP

CP22198

N

"ALI ML-SC 01" Line to be constructed

Removal of boulder 48+98 to 49+31 RT

Removal of boulder 49+73 to 50+13 RT

Removal of boulder 51+76 to 51+95 RT

Edge of pavement

Edge of pavement

Edge of shoulder

Edge of shoulder

Construction limit

Construction limit

Construction limit

Construction limit

Edge of pavement

Edge of shoulder

"ALI_ML-SC_01" 49+49.65 =

"ALI_ML-SC_01" 52+01.46 =

8 4

1 5

SWIFTCURRENT SPUR ROAD

32+09 to 66+65 LT Boulder (barrier rock)

Boulder (b arrier rock)

Boulder (barrier rock)

49+65 to 51+77 RT

42+87 to 49+41 RT

"App_Helipad_RT" 800+00.00

"ALI_App5201_R" 900+00.00

W a te r s o u rc e

Construct turnout 51+45 to 56+00 RT

See Section E

NOTE:

2.

1.

"ALI_HELIPAD" see Sheets E.1,28-29

Picnic Area Loop Road "ALI_PARK_03" see Sheets E.1,19-26 Turnout 52+00 to 56+00 RT see Sheets E.1, 27,293.1 :5

J u n e

A

L I_

M L -S

C

P L A

N A

N D

P L A

N -2

S h e p w

-w o rk \d

\g la c

-6 p ln p p

.d g n

40+60 to 54+20

PLAN AND PLAN

PROJECT

D.7

CP22195

CP22197

N

"ALI ML-SC 01" Line to be constructed

Edge of pavement

Edge of pavement

Edge of shoulder

Edge of shoulder

Construction limit

Construction limit

See Section G culvert with end section on inlet arch or elliptical pipe

Install 18" equivalent dia w/ end section on inlet

Remove existing 12" pipe

59+35

See Section E

51+45 to 56+00 RT

Construct turnout

SWIF

TCURRENT SP

UR ROAD

Boulder (barrier rock)

Boulder (barrier rock)

32+09.to 66+65 LT

55+94 to 66+65 RT

VALVE

WATER

CP

CP22195

CP

CP22194

N

"ALI ML-SC 01" Line to be constructed

Edge of pavement

Edge of pavement

Edge of shoulder

Edge of shoulder

Construction limit

Construction limit

See Section G culvert w/end section on inlet

Install 24" pipe w/end section on inlet

Remove existing 24" pipe

63+10

See Section G culvert w/end section on enlet

Install 24" pipe w/end section on inlet

Remove existing 24" pipe

63+14

END PROJECT

SWIFTCURRENT SPUR ROAD

Boulder (b arrier roc k)

Boulder ( barrier ro ck)

32+09 to 66+

65 LT

55+94 to 66+

65 RT

END CONSTRUCTION

66+64.88 "ALI_ML-SC_01"

N= 1685757.787

E= 966714.114

NOTE:

1. Turnout 52+00 to 55+00 RT see Sheets E.1, 27,291

:1

M a y

A

L I_

M L

-S C

P L

A N

A N

D P

L A

N -3

S h e p w w o r k \d

\g la c p ln p p .d g n

54+20 to 66+65

PLAN AND PLAN

PROJECT

D.8

Rounded total.

Included in Section D Roadway Quantities.

Footnote:

:2

J u n e

T a b u la to n

P a r k in g

A r e a T u r n o u t a n d A p p r o a c h

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

\g la c p ln p k n g .d g n

TABULATON OF QUANTITIES

PROJECT

E.1

Concrete sidewalk

Varies (5'-8')

64'

Varies (5'-8')

Varies [1] Varies n s tr u c ti o n l im it

Turf establishment

Turf establishment

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

LC

3-inch compacted depth

Asphalt concrete pavement method 2, 6-inch compacted depth

Roadway aggregate, Existing ground

(Precast simulated log pattern)

Curb, concrete

(Precast simulated log pattern)

Curb, concrete

LC

3-inch compacted depth

Asphalt concrete pavement method 2, 6-inch compacted depth

Roadway aggregate, Existing ground

(Precast simulated log pattern)

Curb, concrete

(Precast simulated log pattern)

Curb, concrete

Varies (5'-8')

-1.5% to 2.5% (max)

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

Turf establishment

S e e S w if tc u r r e n t M o to r I n n

N W

P a rk in g

A re a

T y p ic a l S e c tio n S h e e t E

.6

TYPICAL SECTION

SWIFTCURRENT MOTOR INN PARKING AREA

"ALI_ML-SC_01"

15+98 to 16+82

-1.5%

TYPICAL SECTION

SWIFTCURRENT MOTOR INN PARKING AREA

"ALI_ML-SC_01"

16+82 to 21+19

-1.5% Varies (1:2 m ax)

Varies (1:2 max)

No Scale

See Sheet E.14 for concrete curb and exposed aggregate sidewalk detail.

NOTE:

1. Slope varies. See sheets E.4-5

:0

M a y

S w if tc u r r e n t P a r k in g

A r e a D e ta il p w w o r k

\d

\g la c p ln p k n g

.d g n

TYPICAL SECTION

PARKING AREA

SWIFTCURRENT MOTOR INN

PROJECT

E.2

TELEPHONE

Planar Area = 68385.8387Slope Area = 6 8486.9901

N

Construction limit

CP

CP22209

(simulated precast log pattern)

Curb,concrete

(simulated precast log pattern)

Curb,concrete

(simulated precast log pattern)

Curb, concrete

Edge of pavement

Edge of pavement

(simulated precast log pattern)

Curb,concrete

(simulated precast log pattern)

Curb,concrete aggregate colored concrete

Sidewalk, exposed aggregate colored concrete

Sidewalk, exposed aggregate colored concrete

Sidewalk, exposed

Slope stake limit aggregate concrete

Accessibility ramp, exposed aggregate concrete

Accessibility ramp, exposed aggregate concrete

Accessibility ramp, exposed aggregate concrete

Accessibility ramp, exposed

"ALI_ML-SC_01" 17+94.37, 61.57 LT =

(simulated precast log pattern)

Curb,concrete

Vegetated island

Vegetated island

Vegetated island

Vegetated island bollard posts

Remove and reset

See detail Sheet E.13

(energy dissipator)

Placed riprap method A, Class 2

(energy dissipator) See detail Sheet E.13

Placed riprap method A, Class 2

BEGIN CONSTRUCTION

END CONSTRUCTION

S86°06'57"E

P O

B

.0

10'R

SWIFTCURRENT

MOTOR INN

"ALI_APPR_10" 1000+00.00

A

A B

B D

D E

E F

F G

G

C

C

SWIFTCURRENT MOTOR IN

NW PARKING AREA

See Sheet E.6

See Sheets E.4-5 for sectional views AA-GG.

See Sheet E.14 for concrete curb and exposed aggregate sidewalk detail.

NOTE:

2.

1.

"ALI_ML_SC-01" 15+98

E= 961,898.976

N= 1,684,827.093

E= 962,418.853

N= 1,684,791.795

"ALI_ML_SC-01" 21+19

:4

M a y

S w if tc u r r e n t

M o to r I n n P a r k in g A r e a P la n o f p w w o r k

\d

\g la c p ln p k n g

.d g n

SHEET 1 of 3

PARKING AREA PLAN

SWIFTCURRENT MOTOR INN

PROJECT

E.3

Embankment

Topsoil. 4-inch depth

(Precast simulated log pattern)

Curb, concrete

(Precast simulated log pattern)

Curb, concrete

(Precast simulated log pattern)

Curb, concrete

(Precast simulated log pattern)

Curb, concrete pavement, 3-inch compacted depth

Asphalt concrete pavement, 3-inch compacted depth

Asphalt concrete method 2, 3-inch compacted depth

Roadway aggregate, method 2, 3-inch compacted depth

Roadway aggregate, aggregate colored concrete

Sidewalk, exposed aggregate colored concrete

Sidewalk, exposed

-1.6%

8'

-3.2%

47.9'

-2.6%

41.8'

-1.4%

6'

36.5'

LC

pavement, 3-inch compacted depth

Asphalt concrete method 2, 3-inch compacted depth

Roadway aggregate, (Precast simulated log pattern)

Curb, concrete (Precast simulated log pattern)

Curb, concrete aggregate colored concrete

Sidewalk, exposed

-1.5%

8'

-1.6%

128.1' method 2, 3-inch compacted depth

Roadway aggregate, LC

(Precast simulated log pattern)

Curb, Concrete

(Precast simulated log pattern)

Curb, Concrete

(Precast simulated log pattern)

Curb, Concrete

(Precast simulated log pattern)

Curb, Concrete pavement, 3-inch compacted depth

Asphalt concrete pavement, 3-inch compacted depth

Asphalt concrete method 2, 3-inch compacted depth

Roadway aggregate, Topsoil. 4-inch depth

Embankment aggregate colored concrete

Sidewalk, exposed

-0.1%

44.6'

-0.3%

43.3' -1.5%

7.8'

38'

SECTION A-A

SECTION B-B

SECTION C-C

No Scale

:4

M a y

S w if tc u r r e n t

M o to r I n n P a r k in g A r e a P la n o f p w w o r k

\d

\g la c p k n g

.d g n

SHEET 2 of 3

PARKING AREA PLAN

SWIFTCURRENT MOTOR INN

PROJECT

E.4 pavement, 3-inch compacted depth

Asphalt concrete method 2, 3-inch compacted depth

Roadway aggregate,(Precast simulated log pattern)

Curb, concrete aggregate colored concrete

Sidewalk, exposed

-1.5%

8'

-1.5%

62.4'

LC

pavement, 3-inch compacted depth

Asphalt concrete method 2, 3-inch compacted depth

Roadway aggregate, (Precast simulated log pattern)

Curb, concrete aggregate colored concrete

Sidewalk, exposed

-1.5%

8'

-1.3%

28.5'

-4.5%

13.9'

-1.6%

20.1'

LC

(Precast simulated log pattern)

Curb, concrete pavement, 3-inch compacted depth

Asphalt concrete method 2, 3-inch compacted depth

Roadway aggregate, aggregate colored concrete

Sidewalk, exposed

-1.5

8'

-0.8%

29.4'

-3.3%

13.9'

-1.6%

20.1'

LC

(Precast simulated log pattern)

Curb, concrete pavement, 3-inch compacted depth

Asphalt concrete method 2, 3-inch compacted depth

Roadway aggregate, aggregate colored concrete

Sidewalk, exposed

-1.5%

8'

-0.8%

63.6'

No Scale

SECTION D-D SECTION E-E

SECTION F-F SECTION G-G

:4

M a y

S w if tc u r r e n t

M o to r I n n P a r k in g A r e a P la n o p w w o r k

\d

\g la c p k n g

.d g n

SHEET 3 of 3

PARKING AREA PLAN

SWIFTCURRENT MOTOR INN

PROJECT

E.5

BEGIN CONSTRUCTION

END CONSTRUCTION

"ALI APPR 10" Line to be constructed"ALI PARK 02" Line to be constructed

Construction limit

Construction limit

Slope stake limit

Slope stake limit

Curb, concrete (precast simulated log pattern)

Curb, concrete (precast simulated log pattern)

Curb, concrete (precast simulated log pattern)

Vegetated islandEND CONSTRUCTION

Profile grade

Existing ground simulated log pattern

Curb concrete, simulated log pattern

Curb concrete, Existing ground

Finished grade

3-inch compacted depth

Asphalt concrete pavement

6-inch compacted depth

Roadway aggregate method 2

BEGIN CONSTRUCTION

1000+00

4,920 4,920

4,930 4,930

1000+80

,9

.0

+1.64%

N= 1684918.501

E= 962095.519

"ALI_APPR_10" 1000+43.01 6.00' LT =

"ALI_PARK_02" 2000+06.00

1000+76.04 "ALI_APPR_10"

N= 1684951.1404

E= 962103.3878

H

H

I

I

"ALI_PARK_02" 2001+70.34

N= 1684928.070

E= 961931.457

66'

C L

� Varies 1.5% - 5% � Varies 1.5% - 5% Varies (1:2 max)

TYPICAL SECTION NW PARKING AREA

No scale

S e e S w if tc u rr e n t M o to r In n T y p ic a l S e c ti o n

S h e e t E

.2

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

Turf Establishment

"ALI_APPR_10" 1000+00.00

"ALI ML SC 01" 17+94.37, 61.57 LT =

E= 962099.063 N= 1684875.221

:0

M a y

N

W P

A R

K

IN

G A

R E

A A

L I_

P A

R K

S h e p w

-w o rk

\d \g la c -6 p ln p k n g .d g n

SHEET 1 of 2

NW PARKING AREA

SWIFTCURRENT MOTOR INN

PROJECT

E.6 pavement, 3-inch compacted depth

Asphalt concrete method 2, 3-inch compacted depth

Roadway aggregate, Embankment

4-inch depth

Topsoil, aggregate colored concrete

Sidewalk, exposed

3-inch depth

Aggregate topsoil

3-inch depth

Aggregate topsoil

(Precast simulated log pattern)

Curb, concrete

� 1.6%

-1.6%

1'

-1.6%

16'

-1.6%

1'

LC

pavement, 3-inch compacted depth Asphalt concrete method 2, 3-inch compacted depth Roadway aggregate, (Precast simulated log pattern) Curb, concrete

(Precast simulated log pattern) Curb, concrete aggregate colored concrete Sidewalk, exposed

-1.5%

8' -3%

66.1'

No Scale

SECTION H-H

SECTION I-I

NOTE:

1.

Swiftcurrent NW Parking Area and Approach 1000+00 See Swiftcurrent Typical Section - Sheet E.2 pavement structure for

:0

M a y

S w if tc u rr e n t M o to r In n N

W P a rk in g A re a P la n o p w

-w o rk \d

\g la c

-6 p k n g

.d g n

SHEET 2 of 2

PARKING AREA PLAN

SWIFTCURRENT MOTOR INN NW

PROJECT

E.7

SC18SC19

SC20

SC21SC22

SC23

SC24

SC25

SC26

SC27

SC28

SC29

SC30

SC31

SC32

SC33 SC34 SC35

SC36

SC37

SC38

SC39 SC40

SC41

SC42

SC43 SC44

SC150

SC155

SC151

SC152SC153

SC154

SC156

SC53

SC54

SC55SC56

SC57

SC58

SC59

SC60

SC61

SC62

SC63

SC64

SC65

SC66 SC67 SC68

SC69

SC70 SC71

SC72 SC73

SC74

SC193

SC187

SC75

SC76

SC77

SC78 SC79 SC80

SC109

SC110

SC111

SC112

SC113

SC115

SC114

SC116

SC118

SC119

SC120

SC122

SC123

SC121

SC117

SC157

SC159

SC158

SC200

SC202SC201

SC170

SC160

SC192

SC186

SC124

SC125

SC161

SC162

Construction limit

Construction limit Construction limit

Construction limit

Slope stake limit

Slope stake limit

Slope stake limit

R

20'R

R

5' R

R1

R

R

R

R

R

SWIFTCURRENT

MOTOR INN

PARKING AREA

SWIFTCURRENT

MOTOR INN

NW PARKING AREA

8' 8'8'

8'

5'

6'

42.4'

41.7'

46.2'

0 20 401020

Scale in feet

:1

M a y

S w if tc u r r e n t

L a y o u t

P la n o p w w o r k

\d

\g la c p ln p k n g

.d g n

Sheet 1 of 3

LAYOUT PLAN

PARKING AREA

SWIFTCURRENT MOTOR INN

PROJECT

E.8

TELEPHONE

CP22208

CP

DJA12

CP22209

CP

N

SC17 SC16

SC15 SC14

SC13 SC12

SC11 SC10

SC9 SC7SC8 SC6

SC5

SC4

SC3

SC2

SC1

SC45

SC46

SC47 SC48 SC49

SC50

SC144

SC52

SC51

SC142

SC145

SC146

SC147

SC148 SC149

SC143

SC141

SC140

SC139

SC81 SC82

SC83

SC85

SC84

SC86

SC87 SC88

SC89

SC90

SC91

SC92

SC93

SC94

SC95

SC96

SC97

SC98

SC99

SC104

SC105

SC106

SC107

SC108

SC194

SC196

SC198

SC195

SC197

SC199

SC126 SC127

SC129

SC130

SC131

SC133

SC134

SC135

SC136

SC138

SC128

SC132

SC137

SC100

SC101

SC102

SC103

Construction limit

Slope stake limit

Slope stake limit

Construction limit

Construction limit

Construction limit

Slope stake limit

Slope stake limit

See riprap detail Sheet E.13

See riprap detail Sheet E.13 See riprap detail Sheet E.13

5' R

R

20'R

R

R

3'R

R

SWIFTCURRENT MOTOR INN

SWIFTCURRENT

MOTOR INN

PARKING AREA

8'

42.7'

32.8'

42.7'

4'

0 20 401020

Scale in feet

:1

M a y

S w if tc u r r e n t

L a y o u t

P la n o p w w o r k

\d

\g la c p ln p k n g

.d g n

Sheet 2 of 3

LAYOUT PLAN

PARKING AREA

SWIFTCURRENT MOTOR INN

PROJECT

E.9

SC160

SC161

SC162

SC170 SC167

SC166

SC165

SC164SC163

SC177

SC176

SC175

SC174

SC173

SC172

SC178SC179

SC182

SC183

SC184

SC185

SC171

SC191

SC190

SC189

SC188SC180

SC181

SC192

N

Construction limit

Construction limit

Slope stake limit

Slope stake limit

SC168SC169

SC193

SC187

SC39 SC40SC34 SC35

R

R

R

R

R

SWIFTCURRENT

MOTOR INN

SWIFTCURRENT

MOTOR INN

NW PARKING AREA

SWIFTCURRENT

MOTOR INN

PARKING AREA

20'R

12'

16'66'

0 20 401020

Scale in feet

:1

M a y

S w if tc u r r e n t

L a y o u t

P la n o p w w o r k

\d

\g la c p ln p k n g

.d g n

Sheet 3 of 3

LAYOUT PLAN

PARKING AREA

SWIFTCURRENT MOTOR INN

PROJECT

E.10

Curb HeightCH= Back of SidewalkBOS= Vertical point of IntersectionVPI= Edge of PavementEOP=

Center of CurveCC= Point of TangentPT= Point of CurvaturePC=

ABBREVIATIONS:

:4

J u n e

L a y o u t T a b le s S h e e t o p w

-w o rk \d

\g la c

-6

-p ln

-p k n g

.d g n

SHEET 1 of 3

LAYOUT TABLES

PARKING AREA

SWIFTCURRENT MOTOR INN

PROJECT

E.11

Curb HeightCH= Back of SidewalkBOS= Vertical point of IntersectionVPI= Edge of PavementEOP=

ABBREVIATIONS:

Center of CurveCC= Point of TangentPT= Point of CurvaturePC=

:5

J u n e

L a y o u t T a b le s S h e e t o p w

-w o rk \d

\g la c

-6

-p ln

-p k n g

.d g n

SHEET 2 of 3

LAYOUT TABLES

PARKING AREA

SWIFTCURRENT MOTOR INN

PROJECT

E.12

Slope catch type C, non woven Geotextile filter, class 1, Existing ground curb Concrete

(enery dissipator) method B, class 2 Placed riprap, 5' Varies

24"

RIPRAP DETAIL

1:3

ABBREVIATIONS:

Curb HeightCH= Back of SidewalkBOS= Vertical point of IntersectionVPI= Edge of PavementEOP=

Center of CurveCC= Point of TangentPT= Point of CurvaturePC=

See Concrete Curb Details Sheet E.14

:5

J u n e

L a y o u t T a b le s S h e e t o p w

-w o rk \d

\g la c

-6

-p ln

-p k n g

.d g n

SHEET 3 of 3

LAYOUT TABLES

PARKING AREA

SWIFTCURRENT MOTOR INN

PROJECT

E.13

Curb

Raised

Transition

Vairies

8' (min.)

HANDICAP RAMP

CURB TAPER FOR

#5 Bar, 4' long, flush

#5 Bar, 4' long, flush

Formed hole for #5 bar #5 Bar, 4' long

" grout2 joint with raised curb section transition section to construct

Field cut concrete curb of parking area

Finish grade

(Precast simulated log pattern)

Top of curb, concrete

#5 bar, (typ.), see Detail A

Formed hole for

#5 Bar, 4' long of parking area

Finish grade

#5 Bar, 4' long

#5 Bar, 4' long

Concrete curb, (log pattern)

Concrete pad, 3" depth

6" compacted depth

Bed course, 3" depth

Concrete pad, log pattern)

(Precast simulated

Curb, concrete

Beginning or end of parking area

Finish grade of colored concrete 3-inch depth

Sidewalk, exposed aggregate

4-inch compacted depth

Bed course material (sidewalk), (Precast simulated log pattern)

Curb, concrete

#5 Bar, flush

Existing ground compacted depth

Bed course 6"

Concrete pad 3" depth of parking area

Finish grade

Curb height = .5' Curb height = .5'

6" adjoining sections of concrete curb Cut at same angle on both

CURB CONCRETE,

(PRECAST SIMULATED LOG PATTERN)

PLAN

DETAIL A

1:12 max.

6'

Landing

6"6"

6"6"

CURB CONCRETE,

(PRECAST SIMULATED LOG PATTERN)

ELEVATION

15"

Sidewalk, asphalt - width varies

4'

SIDEWALK, EXPOSED AGGREGATE COLORED CONCRETE WITH

CURB CONCRETE, (PRECAST SIMULATED LOG PATTERN) DETAIL

6"

Va rie s 1 :2 to :6

" Gap4

CURB CUT

CURB CONCRETE,

(PRECAST SIMULATED LOG PATTERN)

Varies

NO SCALE

:3

M a y

L o g c u r b a n d a s p h a lt s id e w a lk d e ta p w w o r k

\d

\g la c p ln p k n g

.d g n

SIDEWALK DETAIL

CONCRETE CURB AND

PROJECT

E.14

:4 m a x

(Precast simulated log pattern)

Curb, concrete colored concrete, 3" depth

Sidewalk, exposed aggregate

6-inch depth

Bed course material (sidewalk), 6" compacted depth

Bedding material

(Precast simulated log pattern)

Curb, concrete

Gutterline field with truncated domes

Detectable warning

Curb taper

Slope on landing

1.5% (1:20)

Curb taper

(Precast simulated log pattern)

Curb, concrete

:4 m a x

:4 m a x

Sidewalk colored concrete, 3" depth

Sidewalk, exposed aggregate

6-inch depth

Bed course material (sidewalk), 6" compacted depth

Bedding material

(Precast simulated log pattern)

Curb, concrete

Gutterline field with truncated domes

Detectable warning

2.35" c-c

.3 c c

6'

2.35" c-c 0.4"

.2

0.9"

TRUNCATED DOME

SECTION

PLAN

WITH TRUNCATED DOMES

DETECTABLE WARNING FIELD

Truncated dome

No scale

1:12 max.

PARALLEL CONCRETE ACCESS RAMP AT APPROACH

PARALLEL CONCRETE ACCESS RAMP AT APPROACH

LOG CURB CUTOUT DETAIL

A p p r o a c h

Mainline

6' (min.)5' (min.)

Pay limits for concrete access ramp

6' (min.)5' (min.)

Pay limits for concrete access ramp max.

1:12 1:12 max.

PARALLEL CONCRETE ACCESS RAMP

:4 m a x

6' (min.)6'6' (min.)

6' (min.)6'6' (min.)

PARALLEL CONCRETE ACCESS RAMP

LOG CURB CUTOUT DETAIL

See Curb Taper For Handicap detail Sheet E.14[1]

:3

M a y

A c c e s s ib il it y r a m p d e ta p w w o r k

\d

\g la c p ln p k n g

.d g n

ACCESSIBILITY RAMP DETAILS

PROJECT

E.15

TURNOUT CONSTRUCTION TYPICAL SECTION

23+90 Lt. to 32+10 Lt.

Proposed Profile Grade

Existing ground

Edge of travel lane

3-inch depth (typ.)

Aggregate-topsoil course, 3-inch compacted depth

Asphalt concrete pavement, method 2, 6-inch compacted depth

Roadway aggregate, details this sheet

See slope rounding

D

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

0.25 D

10'

0.25 D

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

D

� 2%

1' 29'

Varies

1:2

S a w c u tt in g p a v e m e n t

S lo p e s ta k e l im it

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

Turf establishment

Existing ground

5'5'

FILL SLOPE ROUNDING

Existing ground

5' 5'

CUT SLOPE ROUNDING

No Scale

Slope stake limit Slope stake limit

:5

M a y

T u rn o u t

L t.

t o

L t.

p w

-w o rk

\d \g la c -6 p ln p k n g .d g n

23+90 LT. to 32+10 LT.

TYPICAL SECTION

CONSTRUCTIONTURNOUT

PROJECT

E.16

Edge of pavement

Edge of travel way

Construction limit

Slope stake limit waterline by others

Proposed underground

23+90 Begin Turnout

4 2

4 2

R

R

SWIFTCURRENT SPUR ROAD

N

CP

CP22206

Construction limit

Slope stake limit

Edge of travel way

Edge of Pavement waterline by others

Proposed underground waterline by others

Proposed underground vegetated island

Proposed vegetated island

Proposed2

8 2

SWIFTCURRENT SPUR ROAD

5'R 5'R

5'R

5'R

5'R

5'R

5'R

5'R

A

A

B

B

:0

M a y

T u rn o u t t o

L

P L p w w o r k

\d

\g la c p ln p k n g

.d g n

SHEET 1 of 2

PLAN23+90 TO 32+10 LT

TURNOUT CONSTRUCTION

PROJECT

E.17

CP22204

Construction limit

Edge of travel way

Slope stake limit

Remove building

30+33 LT

Edge of pavement

32+10 End Turnout

R

SWIFTCURRENT SPUR ROAD

R

LC

"ALI ML SC-01"

Embankment

Topsoil 4-Inch depth

Aggregate topsoil

Aggregate topsoil

Shoulder

1'

Vegetated Island

28'

Shoulder

1'

SECTION A-A

LC

"ALI ML SC-01"

Topsoil 4-inch depth

Embankment

Aggregate topsoil

Aggregate topsoil

Shoulder

1'

Vegetated island

28'

Shoulder

1'

SECTION B-B

:0

M a y

T u r n o u t t o

L

P L

A N p w w o r k

\d

\g la c p ln p k n g

.d g n

SHEET 2 of 2

PLAN23+90 TO 32+10 LT

TURNOUT CONSTRUCTION

PROJECT

E.18

Travel way

8.5'

Travel way

8.5'

Shoulder

1'

LC

Profile grade

3-inch compacted depth

Asphalt concrete pavement method 2, 6-inch compacted depth

Roadway aggregate, Existing ground

Existing ground Existing ground

3-inch depth

Aggregate topsoil course, course, 3-inch depth

Aggregate topsoil

3-inch depth

Aggrigate topsoil course, course, 3-inch depth

Aggregate topsoil

See fill slope rounding See fill slope rounding

See fill slope roundingSee fill slope rounding D

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

0.25 D

10'

0.25 D

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

D

1'

Edge of pavement

Aggregate base course

First lift of asphalt

Second lift of asphalt

SAFETY EDGE

Var ies

(1:6 to

1:2

Varies(1:6 to 1:2)

TYPICAL SECTION

PICNIC AREA LOOP

"ALI-PicnicAreaLoop"

700+11 TO 706+53

Varies(1:6 to 1:2)

Var ies

(1:6 to

1:2

PARKING RT

700+66.64 TO 704+87.71

PARKING LT

700+71.36 TO 701+64.57

701+84.87 TO 703+11.36

703+27.56 TO 705+39.69

Varies [1] n s tr u c ti o n l im it

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

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

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

Turf

Establishment

Turf

Estabishment

Establishment

Turf

Estabishment

Turf

Existing ground

5'5'

FILL SLOPE ROUNDING

Existing ground

5' 5'

CUT SLOPE ROUNDING

No scale

FOOTNOTE:

Refer to layout plan on Sheets E.22-23 and staking report.

[1]

Slope stake limit Slope stake limit

:3

M a y

P ic n ic

A r e a L o o p T y p ic a l

S e c ti o n

S h e t) p w w o r k

\d

\g la c p ln p k n g

.d g n

TYPICAL SECTION

PICNIC AREA LOOP

PROJECT

E.19

"X

L

ID

U n k n o w n U

G U ti li ty

Un kn ow n

UG

Ut ili ty

1+ t o

6+

R

T

N

4" BRASS CAP

MG101

CP

DJA11

CP

ALUMINUM CAP

Line to be constructed

"ALI_PARK_03

Construction limit stake limit Slope stake limit Slope of travel way Edge pavement Edge of

BEGIN CONSTRUCTION

typical Sheet E.26 See aggregate surface surface typical Sheet E.26 See aggregate

Profile grade

Existing ground

"ALI PARK 03" 700+00.00

S09°47'52"E

S25°29'07"E

N '1

"E

PI 701+01.22

Δ = 15°41'15" (LT)

R = 200.00' T = 27.55' L = 54.76'

PI 702+27.26

Δ = 79°00'42" (LT)

R = 90.00' T = 74.21' L = 124.11'

P C

.6

P T

.4

P C

.0

PT 702+77.177

.3

700+00 701+00 702+00

4,890 4,890

4,900 4,900

4,910 4,910

,9

.1

+1.81% -1.12%

-1.91%

.0

.4

SSD = 1403'

K = 125

100' VC

PICNIC AREA LOOP ROAD

Boulder (barrier rock)

700+08 to 701+08 RT

700+10 to 706+08 LTBoulder (barrier rock)

Bo ul de r (b ar ri er r oc k)

"ALI_PARK_03" 700+10.00

N= 1684783.485 E= 964215.598

"ALI ML-SC 01" 28+54.51

S W

IF

T C

U R

R E

N T S

P U

R R

O A

D

:4

J u n e

P ic n ic A re a

L o o p

P la n

S h e p w

-w o rk

\d \g la c -6 p ln p k n g .d g n

PROJECT

E.20

" L

ID

U nknow n U G U tility

Boulder (barrier rock)

701+31 to 706+72 RT

Boulder (barrier rock)

700+10 to 706+08 LT

N

Line to be constructed "ALI-PicAreaLoop"

Construction limit

Slope stake limit stake limit Slope

Construction limit

Edge of pavement of pavement Edge

Edge of travel way

END CONSTRUCTION

Profile grade

Existing ground

"ALI PARK 03" 706+65.92

N °3

'1

"E

N12°33'37"E

N02° 19'3

1"W

PI 703+48.08

Δ = 36°44'36" (LT)

R = 150.00' T = 49.82' L = 96.19'

PI 704+10.74

Δ = 26°11'58" (LT)

R = 70.00' T = 16.29' L = 32.01'

PI 706+03.35

Δ = 14°53'08" (LT)

R = 200.00' T = 26.13' L = 51.96'

PT 702+77.17

PC 702+98.26

P C

C

.4

P C

C

.4

P T

.4

P C

.2

P T

.1

703+00 704+00 705+00 706+00

4,880 4,880

4,890 4,890

4,900

4,910 4,910

-1.00%

+4.00%

+0.64%

.0

.7

.0

.7

.0

.5

L P

.9

SSD = 658'

K = 24

40' VC

HLSD = INF'

K = 109

100' VC HLSD = 135'

K = 21

140' VC

,9

.6

PICNIC AREA LOOP ROAD

"ALI_PARK_03" 706+53.71

N= 1684906.545 E= 964507.336

"ALI ML-SC 01" 42+43.69

SW

IFTCU

RREN

T SPU

R RO

AD

:4

J u n e

P ic n ic A re a

L o o p

P la n

S h e p w

-w o rk

\d \g la c -6 p ln p k n g .d g n

PROJECT

E.21

DJA11

MG101

CP

PA1

PA2

PA3

PA4

PA5

PA6

PA7

PA10

PA11

PA12

PA13

PA15

PA103

PA65

PA63

PA66

PA67

PA68

PA69

PA70

PA71

PA72

PA73

PA74

PA75

PA78

PA79

PA80

PA82

PA84

PA83

PA85

PA86

PA87PA88

PA89

PA91 PA90

PA92

PA93

PA94

PA95

PA104

PA109

PA105

PA106

PA107

PA108

PA96

PA97

PA98

PA99

PA100

PA101

PA102

Construction limit

Construction limit

Construction limit

Construction limit

Slope stake limit

Slope stake limit

Slope stake limit

N

"ALI ML-SC 01"

17'

17'

20.1'

20.1'

21.1'

R

R

R

R

R

5'R

5'R

R

.4

R

.4

R

61.4'R

R

R

R

R

0 20 401020

Scale in feet

S W I F T

C U

R R

E N

T S

P U

R R

O A

D

:0

M a y

P ic n ic A re a L o o p L a y o u t P la n o p w w o r k

\d

\g la c p ln p k n g

.d g n

SHEET 1 of 3

LAYOUT PLAN

PICNIC AREA LOOP

PROJECT

E.22

PA17

PA18

PA19

PA20

PA22

PA24

PA25

PA26

PA16

PA64

PA23

PA47

PA48

PA49

PA51

PA50

PA52

PA54

PA53

PA55

PA56PA57

PA58

PA60

PA59

PA61

PA65

PA63

PA110

PA111

PA114

PA115

PA112

PA113

20.1'

20.1'

17'

21'

21'

21.2'

R

R

4' R 4

R

R

10'R

.4

R

R

R

100' R

.4

R

.4 R

.4

R

R

0 20 401020

Scale in feet

:3

M a y

P ic n ic A re a L o o p L a y o u t P la n o p w w o r k

\d

\g la c p ln p k n g

.d g n

SHEET 2 of 3

LAYOUT PLAN

PICNIC AREA LOOP

PROJECT

E.23

CP22201

PA25

PA26

PA27

PA28

PA29

PA30

PA31

PA32

PA33

PA35

PA36

PA34

PA37

PA39

PA40

PA41

PA42

PA43

PA45

PA44

PA38

PA81

PA46

PA14

"ALI_ML-SC_01"

R

R

R

R

20.1'

17'

S W

IF

T C

U R R E N T S

P U R R

O A D

0 20 401020

Scale in feet

:3

M a y

P ic n ic A re a L o o p L a y o u t P la n o p w w o r k

\d

\g la c p ln p k n g

.d g n

SHEET 3 of 3

LAYOUT PLAN

PICNIC AREA LOOP

PROJECT

E.24

Point of TangentPT= Point of CurvaturePC= Vertical point of IntersectionVPI= Edge of PavementEOP=

Center of CurveCC= Point of Compound CurvaturePCC=

ABBREVIATIONS:

:1

J u n e

P ic n ic A re a

L o o p

L a y o u t

P o in ts o p w

-w o rk \d

\g la c

-6

-p ln

-p k n g

.d g n

SHEET 1 of 2

LAYOUT POINT TABELS

PICNIC AREA LOOP

PROJECT

E.25

3-inch compacted depth Aggregate surface course

3-inch compacted depth Roadway aggregate method 2

Edge of pavement

Varies 7'-18'

1:16

AGGREGATE SURFACE TYPICAL SECTION

ABBREVIATIONS:

Point of TangentPT= Point of CurvaturePC= Vertical point of IntersectionVPI= Edge of PavementEOP=

Center of CurveCC= Point of Compound CurvaturePCC=

:0

J u n e

P ic n ic A re a

L o o p

L a y o u t

P o in ts o p w

-w o rk \d

\g la c

-6

-p ln

-p k n g

.d g n

SHEET 2 of 2

LAYOUT POINT TABELS

PICNIC AREA LOOP

PROJECT

E.26

Existing ground

3-inch depth (typ.)

Aggregate-topsoil course, Existing profile grade

2-inch compacted depth

Asphalt concrete pavement, 1-inch compacted depth

(wedge and leveling course), Existing undisturbed asphalt, depth varies

Turnout

Width varies

Traveled lane

10'

TYPICAL SECTION

TURNOUT OVERLAY

51+45 to 56+00 RT

Shoulder

1'

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

Match existing � establishment

Turf

No scale

See Sheet C.1

Turnout width varies as shown on sheet E.29

:1

M a y

T u rn o u t D e ta p w

-w o rk

\d \g la c -6 p ln p k n g .d g n

SHEET 1 of 2

TYPICAL SECTIONS

TURNOUT OVERLAY

PROJECT

E.27

2-inch compacted depth

Asphalt concrete pavement, 1-inch compacted depth

(wedge and leveling course), Asphalt concrete pavement, Existing undisturbed asphalt, depth varies

3-inch depth (typ.)

Aggregate-topsoil course, Finished grade

TYPICAL SECTION

APPROACH OVERLAY

"ALI_APPR_2990_R"

500+12.40 to 501+60.54

"APP_HELIPAD_R"

800+11.02 to 801+91.64

Shoulder

1'

Traveled lane

Varies

Traveled lane

Varies

Shoulder

1'

� Match existing

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

Turf

C o n s tr u c ti o n l im it est abli shment Tur f

Match existing �

See Approach Road Table Sheet E.30.

[1]1

:1

M a y

T u rn o u t D e ta il s o f p w

-w o rk

\d \g la c -6 p ln p k n g .d g n

SHEET 2 of 2

TYPICAL SECTIONS

TURNOUT OVERLAY

PROJECT

E.28

R

R 1

R

R

92'R

4.

5'

R

3'R

R

BEGIN CONSTRUCTION

END CONSTRUCTION

"ALI_ML-SC_01"

Construction limit

N

.4

R t

.3

.0

R t

.2

.0

R t

.9

.0

R t

.9

8 8 .0

R t

.3

.0

R t

.3

.5

R t

.9

14.88' Lt

+23.60

8.00' Lt

+27.79

8.00' Lt

+52.95

8.00' Lt

+79.85

8.00' Lt

+27.76

16.60' Lt

+29.92 existing concrete pad

Preserve and protect

Line to be constructed by others

Proposed waterline

Edge of pavment

Edge of pavment

Shoulder

500 5

N= 1,684,831.172

E= 963,284.566

"ALI_APPR_2990 R" 500+12.40

"ALI_APPR_2990 R" 501+60.54

N= 1,684,829.736

E= 963,421.314

SWIFTCURRENT SPUR ROAD

N

Line to be constructed

"APR_HELIPAD_R"

"ALI_ML-SC_01"

Construction limit limit

Construction

.0

R t

.6

.0

R t

.8

.0

R t

.3

.7

R t

.9

.0

L t

.8

.0

L t

.4

.9

L t

.3

59.02' Lt

+14.99

52.98' Rt

+07.47

BEGIN CONSTRUCTION

Edge of pavement

Shoulder

S W I F T

C U

R R

E N

T S

P U

R R

O A

D

R

R4

R

R

43'R

N= 1,685,289.887

E= 965,088.667

"APP_HELIPAD_R" 800+11.02

N

"ALI_ML-SC_01"

Construction limit

Construction limit

CP

CP22198

CP

CP22197

42.72' Rt

+96.93

11.00' Rt

+45.75

.5

R t

.6

.9

R t

.8

3 1 .1

R t

.2

.0

R t

.3

68.66' Rt

+05.41

38.16' Rt

+29.41

67.10' Rt

+15.47

58.16' Rt

+14.42

Edge of pavement

Shoulder

Begin Turnout

End Turnout pavement

Edge of

N58°00'43"E

SWIFTCURRENT SPUR ROAD

R

R

R

R

'R

TURNOUT 51+45 to 56+00 RT

:3

M a y

M is c e ll a n e o u s T u r n o u ts a n d P a r k in g A r e a P la n p w w o r k

\d

\g la c p ln p k n g

.d g n

TURNOUT OVERLAY PLANS

PROJECT

E.29

Edge of travel way of approach� of highway�

Existing Surfacing10' grade line Existing road2"

E n d ty p ic a l vertical pavement Sawcut

Tack coat

Remove pavement (mill)

Asphalt overlay

Existing Concrete Pad10' grade line Existing road2"

E n d ty p ic a l

Tack coat

Remove pavement (mill)

Asphalt overlay

Match existing

W

R1 [1] R2

[1

APPROACH PLAN DETAIL

APPROACH CONNECTION DETAIL 1

FOOTNOTE:

See Sheet E. 28-29 for typical section, width, radii and length of approaches.

APPROACH CONNECTION DETAIL 2

29+84 RT

31+43 RT

No scale

:2

M a y

A p p ro a c h R o a d D e ta p w

-w o rk

\d \g la c -6 p ln a p r.

d g n

APPROACH ROAD DETAILS

PROJECT

E.30

2-inch compacted depth

Asphalt concrete pavement

Full depth reclamation, method 2, 2-inch

CAMPGROUND, LODGING AND

ADMINISTRATIVE AREA ROADS

TYPICAL SECTION

Location is approximate. Verifiy in field.

Underground waterline constructed by others.

Existing ground

Travel way

18' (nominal)

No Scale match existingmatch existing

:4

M a y

C a m p g r o u n d A r e a R o a d s T y p ic a l

S e c ti o n

S h e t) p w w o r k

\d

\g la c p ln p k n g

.d g n

TYPICAL SECTION

ADMINISTRATIVE AREA ROADS

CAMPGROUND, LODGING AND

PROJECT

E.31

STONE TOP

BC

HORSE TIE

GP

GP

GP

GP

GP

GP

GPGP

GPGP

GPGP

N

100 200050100

Scale in feet

Lodging Area

Administrative Area

Campground Loop See sheet E.35

See sheet E.33

See sheet E.34

Legend:

Overlay Area

Method 2 and Asphalt Concrete Pavement, Full Depth Reclamation, Upper Campground Loop

Lower Campground Loop

:2

M a y

C a m p g r o u n d R o a d p w w o r k

\d

\g la c p la n

C a m p g r o u n d .d g n

ADMINISTRATIVE AREA ROADS

CAMPGROUND, LODGING AND

PROJECT

E.30

IN2 116-9ALTELEPHONE

26" LIDRIM

IN2

WV

Y T I L I T U

D E I R U B

G

I N R A W

HORSE TIE

GP

GP

TP

S

S

S

S

S

S

S

S

S

TP

TP

TP

U168U167

U166

U164

U165

U170

50 10002550

Scale in feet

N

Legend:

Overlay Area

Method 2 and Asphalt Concrete Pavement, Full Depth Reclamation, 9 :2

M a y

L o d g in g A re p w w o r k

\d

\g la c p la n

C a m p g r o u n d .d g n

LODGING AREA

PROJECT

E.33

STONE TOP

26" LIDRIM

IN2 116-9ALTELEPHONE

26" LIDRIM

TELE

GP

GP

GPGP

GPGP

GPGP

U180

TP

TP

TP

50 10002550

Scale in feet

N

Legend:

Overlay Area

Method 2 and Asphalt Concrete Pavement, Full Depth Reclamation, UPPER CAMPGROUND LOOP

LOWER CAMPGROUND LOOP

:2

M a y

C a m p g r o u n d L o p w w o r k

\d

\g la c p la n

C a m p g r o u n d .d g n

CAMPGROUND LOOP

PROJECT

E.34

W

GP

GP

GP

GP

W

50 10002550

Scale in feet

N

Legend:

Overlay Area

Method 2 and Asphalt Concrete Pavement, Full Depth Reclamation, 9 :3

M a y

A d m in is tr a ti v e A r p w w o r k

\d

\g la c p la n

C a m p g r o u n d .d g n

ADMINISTRATIVE AREA

PROJECT

E.35

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 for sign installation

No separate payment will be made

Refer to Subsection 107.01A

SWPPP Sign

"8

Outside margin =

"8

Border radius = 1

"8

Border thickness =

:4

M a y

T a b u la ti o n o f S

E S

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

\d

\g la c p ln e c .d g n

TABULATION OF QUANTITIES

PROJECT

F.1

TPIN2 116-9AL

TELEPHONE

SS

TP

TPIN2

N

Place fiber rolls

Place fiber rolls fiber rolls

Place

Turf establishment establishment

Turf

Turf establishment

Turf establishment Turf establishment

Turf establishment

Turf establishment

Turf…