yell2019(1)_plans.pdf

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ect Location

YELLOWSTONE

NATIONAL PARK

KEY MAP

WORlD @ HIER!7rAGIE

SfflE

TYPE OF CONSTRUCTION:

Pavement Removal, Roadway Excavation, Grading Aggregate Surfacing, Asphalt Paving

DESIGN DESIGNATION:

ADT(YEAR)

ADT (YR+20)

V e (max)

N/A N/A

15MPH

N/A

SPECIFICATION:

Standard Specifications for Construction of Roads and Bridge on Federal Highway Projects, FP-14

PLANS PREPARED BY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

VANCOUVER, WASHINGTON

PROJECT MANAGER

C. KRATOVIL

U. S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

YELLOWSTONE NATIONAL PARK

PLANS FOR PROPOSED PROJECT

WY NPS YELL 2019(1)

NPS PMIS NO. 212557 & 222035

ROOSEVELT LODGE PARKING LOT

N

PARK COUNTY

WYOMING

LENGTH 0.659 MILES

MONTANA

!iNo'Mi NG"-··-i Mamm i Hot Spr

I

Lewis River

'\ I , I

John D. Rockefeller, Jr.

Memorial Parkway

SCALE IN MILES

10 20 30

PROJECT AREA

See Sheet A.4 for Vicinity Map

NPS PMIS No. 212557 & 222035 NPS Drwg No. 101/159928

STATE PROJECT

WY NPS YELL 2019(1)

SECTION INDEX

A. GENERAL INFORMATION

B. SUMMARY OF QUANTITIES

C. EXISTING CONDITIONS AND DEMOLITION

D. TYPICAL SECTIONS AND DETAILS

E. ROAD PLANS AND PROFILES

F. PARKING AND PEDESTRIAN ACCESS

G. ENVIRONMENTAL PROTECTION

H. DRAINAGE

K. UTILITIES

L. TEMPORARY TRAFFIC CONTROL

M. PERMANENT TRAFFIC CONTROL

APPROVED:

Chief of Engineering, Western Federal Lands Highway Division

Superintendent, (Yellowstone National Park)

DATE ____ _

DATE ____ _

SHEET

NUMBE

A.1

NPS PMIS No. 212557 & 222035 NPS Drwg No. 101/159928

" STATE PROJECT SHEET

,-; NUMBER C)

~ ,-; WY NPS YELL 2019(1) A.2

INDEX TO SHEETS INDEX TO SHEETS

A . GENERAL INFORMATION G. ENVIRONMENTAL PROTECTION

A.1 TITLE SHEET G.1 ENVIRONMENTAL PROTECTION SHEET KEY

§ A.2 SHEET INDEX G.2-5 ENVIRONMENTAL PROTECTION 1-4

ai A.3 PLAN SYMBOLS AND ABBREVIATIONS G.6 STD-W157-2 TEMPORARY INLET PROTECTION

A.4 VICINITY MAP G.7 STD-W157-21 FIBER ROLL

G.8 SWPPP SIGN

B. SUMMARY OF QUANTITIES

>- B.1-3 SUMMARY OF QUANTITIES H. DRAINAGE .0

"O OJ H.1 TABULATION OF DRAINAGE QUANTITIES -"' u OJ C. EXISTING CONDITIONS AND DEMOLITION H.2 DRAINAGE SHEET KEY .c u

- C.1 SITE PLAN H.3-5 DRAINAGE PLANS

" ,-; C.2 EXISTING CONDITIONS H.6-8 DRAINAGE PROFILES C)

~ ,-; C.3

SURVEY CONTROL H.9 DRAINAGE TYPICAL DETAILS

C.4 DEMOLITION QUANTITIES H.10 STONE MASONRY HEADWALL FOR

C.5-7 DEMOLITION PLANS PIPE CULVERT

H.11 STD 602-1 METAL PIPE CULVERT

c::

.8 D. TYPICAL SECTIONS AND DETAILS H.12 STD 602-2 METAL PIPE COUPLING BAND -!!!

D.1-12 TYPICAL ROAD SECTIONS H.13 STD 602-3 METAL AND PLASTIC PIPE

~ D.13 STDS0l-1 MINOR CONCRETE PAVEMENT CULVERT BEDDING :s:

D.14 STD501-2 MINOR CONCRETE PAVEMENT

JOINTS K. UTILITIES

D.15 GEOCELL DETAILS K.1 UTILITY KEY MAP >-

.D D.16 STD615-2 WHEELCHAIR RAMP CURB TAPER K.2-3 UTILITY PLANS "O

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D.17 RUBBER WHEEL STOP DETAILS K.4 HYDRANT INSTALLATION DETAILS C:

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D.18-19 TYPICAL DETAILS K.5-6 WATERLINE TYPICAL DETAILS OJ

- K.7 SANITARY, ELECTRICAL, AND TELEPHONE

E. ROAD PLANS AND PROFILES DETAILS

E.1 ROAD WORK QUANTITIES

E.2-3 ROAD PLAN AND PROFILE SHEET KEYS L. TEMPORARY TRAFFIC CONTROL

E.4-15 MAINLINE PLANS AND PROFILES L.1 MAINLINE TEMPORARY TRAFFIC CONTROL

E.16-19 CABIN ROAD PLANS AND PROFILES PLAN

E.20-21 WAGON ROAD PLAN AND PROFILE L.2 WAGON ROAD TEMPORARY TRAFFIC

E.22-23 EMPLOYEE 1 PLAN AND PROFILE CONTROL PLAN

E.24-27 EMPLOYEE 2 PLANS AND PROFILES

E.28-29 EMPLOYEE 3 PLAN AND PROFILE M. PERMANENT TRAFFIC CONTROL

E.30-33 LODGE LOOP PLANS AND PROFILES M.1 PERMANENT TRAFFIC CONTROL QUANTITIES

E.34 STAMPEDE TRAIL PLAN AND PROFILE M.2 PERMANENT TRAFFIC CONTROL SHEET KEY

E.35 REGRADING OF EXISTING PARKING AREA M.3-5 PERMANENT TRAFFIC CONTROL PLANS

M.6 PERMANENT TRAFFIC CONTROL SIGN

~ F. PARKING AND PEDESTRIAN ACCESS INSTALLATION DETAILS

.I!! F.1 PARKING AND PEDESTRIAN ACCESS M.7 PERMANENT TRAFFIC CONTROL SIGN ~ e.

C QUANTITIES AND DETAILS PANEL DETAILS

"' "O F.2 PARKING AND PEDESTRIAN PLAN AND M.8 PERMANENT TRAFFIC CONTROL PAVEMENT ,,; :, PROFILE SHEET KEY MARKING DETAILS

0 F.3-6 PARKING LOT PLANS

"il F.7 COYOTE TRAIL PLAN AND PROFILE ~ ~ F.8 ELK TRAIL PLAN AND PROFILE "' g:

F.9 "" BISON TRAIL PLAN AND PROFILE 0

~ F.10 GRIZZLY TRAIL PLAN AND PROFILE

3 F.11 BUS LOADING TO CABIN ROAD SIDEWALK 1

u PLAN AND PROFILE

SHEET INDEX

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LI total central angle Lie curve central angle 0 diameter es spiral central angle abut. abutment ADT average daily traffic AH ahead AP angle point appr. approach

BK back BM bench mark BP balance point

br. bridge brg. beaf/'J-9t cen e to center cc or c. to c. centerline £ clear cir. corrugated metal pipe CMP column col. concrete cone. connection conn. construction joint constr. jt. continuous cont. point of curve to spiral cs centers ctrs.

CUFT cubic foot (feet) culv. culvert CUYD cubic yard(s)

D diameter DHV design hourly volume dia. diameter diag. diagonal diaph. diaphragm dist. distance drwg(s). drawing(s)

E east e superelevation rate El. 94.16 ft elevation with number elev. elevation emb. embankment EP edge of pavement EQ oreq. equation ER edge of road EW edge of water exc. excavation exp. jt. expansion joint fin. finish fig. flange ft2 square foot ft3 cubic foot (feet) ftg. footing

ga. gage (gauge) galv. galvanized hdwl. headwall hex. hexagon HW high water

ID inside diameter

jt. joint

L length of curve lam. lamination lat. latitude LNFT linear foot (feet) long. longitudinal LPSM lump sum Ls length of spiral It. or LT left LW low water

NOTE:

M.L.

M.P.

mat!.

max.

MGAL

min.

mon.

N

NC

0. C.

o. too.

OD

OG

PC

PCC

PCS

PI

pl.

POC

POS

POT

PS

PSC

PST

PT

pvmt.

R R.

R/W rdwy.

reinf.

reqd.

rt. or RT rte.

s

SADT

SC

sec.

shldr.

SLRY

spa.

SQFT

SQYD

SRS

ST

STA, Sta.

std.

stgr.

stiff.

struc.

STS

sym.

T T.

TBM

thd.

TS

Ts typ.

V vph

VPI

w yd2 yd3 main line mile post material maximum thousand gallon minimum monument north normal crown on center out to out outside diameter original ground point of curve point of compound curve point of curve to spiral point of intersection plate point on curve point on spiral point on tangent point of tangent to spiral point of spiral to curve point of spiral to tangent point of tangent pavement radius range right-of-way roadway reinforcement required right route south seasonal average daily traffic point of spiral to curve section shoulder slurry unit spacing, spaces or spaced square foot square yard point of spiral to reverse spiral point of spiral to spiral (no curve) point of spiral to tangent station standard stringer stiffener structural point of spiral to tangent spiral symmetrical tangent distance township temporary bench mark thread point of tangent to spiral tangent distance (spiraled curve) typical design speed vehicles per hour vertical point of intersection west square yard cubic yard(s)

1. Other symbols used in the plans will be shown in a legend on the appropriate plan sheet.

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

¼ Section Line

¼ Section Corner (Found, Projected)

½6 Section Line

½6 Section Corner (Found, Projected)

Property Line w/Found Property Corner

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Fiber Roll or Wattle

Silt Fence

Intermittent Drainage or Small Creek

3~ 1

0 6

-..0---0

0 1/,'

SEC.

3~1

---PIL----8L----PIL---

( 400 )

//'///NP//'//// //'/'/NP///'/'//

////NWR////NWR////NWR////NWR ///

,A ,A ,A ,A ,A ,A ,A ,A ,A

Large Creek or River ----- ... ~·::.-==:::------------ ... ~ --------- Lake, Pond or Reservoir; Marshland

Spring or Seep

Treeline; Individual Trees

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Control Point (Terrestrial and GPS); Jump Hub c ~ -!--!- l

0--v--- a ~ 0 ~ 0

TP X BH

EL. 1234.56 ~ I:

X

G w

2 2

CP

-4-ow c--)

CPS

-4-

JH

STATE

WY

North Arrow -------1:$~ .... -- z

Slope Stake Limits

Fence

Gate with Fence

Retaining Wall

Top of Cut Toe of Fill Transition

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

EXISTING

X---- -X------:l<

--------'v--

[>---------'v-f----------'v--

- -- -wm-

Overhead/Above Ground Utilities

Underground Utilities

- - - P -

- - ----, w I--

PROJECT

NPS YELL 2019(1)

SHEET

NUMBER

A.3

NPS PMIS No. 212557 & 222035 NPS Drwg. No. 101/159928

PROPOSED

---.-- ...... Tr

------'v--

-►--------'v--

:1-------'v--

@),-------'v--

---------l U D f----p

----I w 1-----

FM = force main, FO = fiber optic, G = gas, IRR = irrigation, 0 = oil, P = power, SA = sanitary sewer, SD = storm drain, 55 = storm sewer, STEAM = steam, T = telephone, TV = CA TV, W = water

Poles (Power, Telephone, Joint Use, ----c:::J- ---o--- ----[Il}--

Light, Support w/Anchor) ----¢- ----o--=i T

Miscellaneous Utility Features □

EM = electric meter, T = telephone pedestal, TV = CA TV pedestal, UP = transformer or junction box, WF = water fountain

Building ' L

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

- ----0- - r/w - --•---RIW--

Riprap

Detail Call-out

NO SCALE

- - - - P/E - --PIE-----

- no symbol -detail number on referenced sheet sheet that detail can be found on

TCE

PLAN SYMBOLS

AND ABBREVIATIONS

u

N

T57N T56N

TS6N

TSSN

Cam{J

-, Mam

~mmoth Hilt Spring

I , --- ;I!. -

LJ.J I LJ.J

' ' I

~9-MONTAN

Lil st 3:1 :s:

'~YOMIN

LJ.J 1~ a, ...

STONE

ROOSEVELT LODGE

PARKING LOT

NATIONAL

3:13: st l"l

SCALE IN MILES

1 2 3 4

LJ.J I LJ.J 0

I

I / .,..- .... -, _....,- ~JIONAL FOREST AND 'WH,l>i:MESS B

I I

I I

:ONE

I

I I ---_,,,--:;,-.,,

■ ··-r··-·· /J I

I I -~"' / -<..'17 ~

3: 13: l"l N

' ' ' ' ' J ~, d>a~ Station , LJ.J ILJ.J .-<N

I

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C)

3:13: N .-<

' I

STATE

WY

PROJECT

NPS YELL 2019(1)

SHEET

NUMBER

A.4

NPS PMIS No. 212557 & 222035 NP5 Drwg. No. 101/159928

T57N

TS6N

T56N

TSSN

VICINITY MAP

Sheet and Description

Section C Section E Section F Section G Section H Section K Section L Section M 0

Existing Conditions and

Demolition

Road Plans and Profiles

Parking and Pedestrian

Access

Environmental Protection Drainage Utilities 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 15701-0000 SOIL EROSION CONTROL LPSM All ALL

A0140 20101-0000 CLEARING AND GRUBBING ACRE 3.2 0.1 3.3

A0160 20301-0100 REMOVAL OF BOLLARD EACH 3 3

A0180 20301-0900 REMOVAL OF FIRE HYDRANT EACH 1 1

A0200 20301-2400 REMOVAL OF SIGN EACH 9 9

A0220 20301-2900 REMOVAL OF TELEPHONE BOOTH EACH 2 2

A0240 20302-0200 REMOVAL OF CURB LNFT 420 40 460

A0260 20303-0300 REMOVAL OF CONCRETE SQYD 33 2 35

A0280 20303-2200 REMOVAL OF PAVEMENT, ASPHALT, 6-INCH

DEPTH (PULVERIZATION) SQYD 9,110 455 9,565

A0300 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS (SALVAGE SITE FEATURES) LPSM All ALL

A0320 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS (EXISTING BOARDWALK) LPSM All ALL

A0340 20401-0000 ROADWAY EXCAVATION CUYD 1,790 480 90 2,360

A0360 20410-0000 SELECT BORROW CUYD 690 35 725

A0380 20425-2000 DITCH, EXCAVATION, FURROW DITCH LNFT 166 8 174

A0400 20465-0000 CONSERVE AND PLACE BOULDER EACH 7 7

A0420 20466-0000 CONSERVE AND STOCKPILE TOPSOIL CUYD 1,650 85 1,735

A0440 20707-0000 GEOCELL SQYD 90 5 95

A0460 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1 CUYD 80 4 84

A0480 30101-0000 AGGREGATE BASE (GRADING D) TON 5,370 1,820 180 7,370

A0520 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,480 150 1,630

A0540 31102-1000 STABILIZED AGGREGATE SURFACE COURSE,

IMPORTED AGGREGATE (WALKWAYS) SQYD 595 30 625

A0560 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 2,540 830 85 3,455

A0580 50101-2600 MINOR CONCRETE PAVEMENT, PLAIN,

6-INCH DEPTH SQYD 398 5 403

A0600 60201-0600 18-INCH PIPE CULVERT LNFT 281 19 300

A0620 60201-0800 24-INCH PIPE CULVERT LNFT 100 5 105

A0640 60403-0000 INLET EACH 5 5

A0660 60405-0000 MANHOLE ADJUSTMENT EACH 8 8

A0680 60901-0000 CURB, CONCRETE (MOUNTABLE, TYPE 1) LNFT 190 190

MileStone: 100% Date Completed: In Progress Report Date: 06/03/20

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

3-

Ju n-

:3

PM

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities c:

\p w -w or k\ d0 ro os ev el t_

B _S he et s.

xl sm ]S he et

STATE PROJECT

B.1NPS YELL 2019(1)WY

SHEET

NUMBER

212557 & 222035 101/159928

Existing Conditions and

Demolition

Road Plans and Profiles

Parking and Pedestrian

Access

Environmental Protection Drainage Utilities Temporary

Traffic Control Permanent

Traffic Control Allowance Bid Schedule

A0700 60901-7000 CURB, LOG (PRESSURE TREATED, 12-INCH

DIAMETER) LNFT 1,859 149 60 2,068

A0720 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH

DEPTH LNFT 2,245 1,698 80 4,023

A0740 60915-4000 WHEELSTOP, RUBBER EACH 4 4

A0760 61106-0000 FIRE HYDRANT EACH 1 1

A0780 61108-4000 ADJUST VALVE BOX EACH 5 5

A0800 61203-0000 MANHOLE, SANITARY SEWER EACH 1 1

A0820 61501-0100 SIDEWALK, CONCRETE SQYD 990 450 15 1,455

A0840 61505-1000 ACCESSIBILITY RAMP, CONCRETE EACH 6 6

A0860 61506-2000 PAVING, COBBLESTONE SQYD 86 4 90

A0880 61904-0000 BOLLARD POST EACH 3 3

A0900 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH

PIPE CULVERT EACH 7 7

A0920 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH

PIPE CULVERT EACH 1 1

A0940 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM

CAPACITY HOUR 20 20

A0960 62201-0350 BACKHOE HOUR 40 40

A0980 62201-1250 BULLDOZER, 120HP MINIMUM FLYWHEEL

POWER HOUR 16 16

A1000 62201-3750 CHAIN SAW HOUR 5 5

A1020 62301-0000 GENERAL LABOR HOUR 40 40

A1040 62405-0400 PLACING CONSERVED TOPSOIL, 6-INCH

DEPTH SQYD 9,900 990 10,890

A1060 62515-1000 MULCHING, DRY METHOD ACRE 2.1 0.1 2.2

A1080 63301-0000 SIGN SYSTEM (WITH TYPE 3 SHEETING

ALUMINUM SIGN PANEL) EACH 7 7

A1100 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED

SIGN (WOOD PANEL SIGN) EACH 3 3

A1120 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED

SIGN (ACCESSIBLE PARKING SIGN) EACH 4 4

A1140 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED

SIGN (STREET NAME SIGN) EACH 8 8

A1160 63303-0900 SIGN, ALUMINUM PANEL, TYPE 3 SHEETING EACH 9 9

A1180 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

(WHITE CROSSWALK) LNFT 64 64

A1200 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

(WHITE PARKING STRIPING) LNFT 2,034 41 2,075

3- Ju n-

:3

PM

MileStone: 100% Date Completed: In Progress Report Date: 06/03/20 c:

\p w -w or k\ d0 ro os ev el t_

B _S he et s.

xl sm ]S he et

2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B.2NPS YELL 2019(1)WY

SHEET

NUMBER

Existing Conditions and

Demolition

Road Plans and Profiles

Parking and Pedestrian

Access

Environmental Protection Drainage Utilities Temporary

Traffic Control Permanent

Traffic Control Allowance Bid Schedule

A1220 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B) EACH 15 15

A1240 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

A1260 63610-1000 CONDUIT, 1 1/2-INCH, PVC (SCHEDULE

80) LNFT 600 30 630

A1280 63621-3000 UTILITY BOX, JUNCTION BOX EACH 4 4

A1300 63641-0100 RELOCATE LUMINAIRE EACH 1 1

3- Ju n-

:3

PM

MileStone: 100% Date Completed: In Progress Report Date: 06/03/20 c:

\p w -w or k\ d0 ro os ev el t_

B _S he et s.

xl sm ]S he et

3)

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

STATE PROJECT

B.3NPS YELL 2019(1)WY

SHEET

NUMBER

C ro a:

V

N z

Scale in feet

25 0 50 coo rf11 ('-, 1..,jJ' L/ ~

§ OJ'\

Cabin Road

SHEET

PROJECT NUMBER 0 ,, ,, "'·LS~TA~T::_E+-----:-::~~~m7~-1 I

\ NPS YELL 2019(1) C.1

\ WY 57 & 222035

\ > NPS PMIS No. 21;~1/159928 \,,,; NPS Drwg No.

I r- -, 'cJ

SITE PLAN

g E E -8 u

N ro c;

::~f~:

•1••1)illl11

I ,I

-;:0 ... --... ,, ., . _.Ji_ ... , ... .; ...- re-..,,-~ ... --...

Existing gate

SHEETC.5

Legend

- Existing asphalt surface road

Existing aggregate surface road

SHEETC.6

Scale in feet

50 25 0 50 100

\\ 0 0 ,,~, 0

\,' 0 0 Existing _/~:~\ 0 Q Q gravel road \,' 0 ,, 0

0 \,'

Existing top of slope

Existing gravel road

Existing propane tank

Existing fence

PROJECT

SHEET

NUMBER

NPS YELL 2019(1)

NPS PMIS No. 212557 & 222035 NPS Drwg No. 101/159928

" I > V

-1 I I •--, I I

-"r~ ,, w , SEVEV:.> ,, C.2

EXISTING CONDITIONS

_______________________________ .L,.._ _________ _J

STATE PROJECT

SHEET

NUMBER

PROJECT : Roosevelt Lodge PROJECT UNITS : US SURVEY FOOT WY NPS YELL 2019(1) C.3

DATE OF FIELD WORK : Multiple Entries COORDINATE SYSTEM: Wyoming West SPCS NAD83(2011) NPS PMIS No. 212557 & 222035 EPOCH DATE : 2010.000 NPS Drwg No. 101/159928

VERTICAL DATUM: Orthometric elevations based on the NAVD88 GEOID12b

STATE PLANE COORDINATES GEO COORDINATES

POINT

NORTH EAST ELEVATION LATITUDE LONGITUDE

ELLIPSOID COMBINED

DESCRIPTION NOTE: NUMBER HEIGHT FACTOR

4000 1936494.273 2538449.282 6324.820 44°54 '46. 610523"N 110°24 '58.11750 7"W 6297.047 0.999645165 5/ 8" IR w/fhwa alum cap 1. To precisely check distances between points as measured

4001 1936658. 998 2538681.211 6307.620 44°54'48.246448"N 110°24 '54. 903929"W 6279.8514 0.999645941 5/ 8" IR w/ fhwa alum cap on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor

4002 1936807.227 2538905.175 6301.130 44°54'49.719140"N 110°24'51.800050"W 6273.3657 0.999646207 5/ 8" IR w/ fhwa alum cap of the two points.

4003 1937041.725 2539324.446 6270.600 44°54 '52. 051493"N 110°24 '45. 986900"W 6242.8438 0.999647583 5/ 8" IR w/ fhwa alum cap

4004 1937391.024 2538748.870 6275.950 44°54'55.477426"N 110°24 '54. 005292"W 6248.1915 0.99964744 5/ 8" IR w/ fhwa alum cap

4005 1937318.141 2538397.719 6283.080 44°54'54.743557"N 110°24 '58. 881022"W 6255.3165 0. 999647169 5/ 8" IR w/ fhwa alum cap

4006 1936881 .752 2538378.825 6306.690 44°54'50.433754"N 110°24'59.118695"W 6278.9208 0. 999646045 5/ 8" IR w/ fhwa alum cap

4007 1937507.197 2538985.586 6267. 290 44°54'56.634094"N 110°24 '50. 722 269"W 6239.536 0.999647807 5/ 8" IR w/ fhwa alum cap i u i

SURVEY CONTROL

NUMBER

WY NPS YELL 2019(1) C.4

NPS PMIS No. 212557 & 222035 NPS Drwg No. 101/159928

DEMOLITION, CLEARING AND GRUBBING QUANTITIES

ITEM DESCRIPTION UNIT QUANTITY REMARKS

20101-0000 CLEARING AND GRUBBING ACRE 3.2

20301-2400 REMOVAL OF SIGN EACH 9

Dispose of according to Subsection

203.05 (a).

20302-0200 REMOVAL OF CURB LNFT 420

Dispose of according to Subsection

203.05 (a) .

20303-0300 REMOVAL OF CONCRETE SQYD 33

Dispose of according to Subsection

203.05 (a).

20303-2200

REMOVAL OF PAVEMENT, ASPHALT, 6-INCH DEPTH

SQYD 9, 110

Dispose of according to Subsection

(PULVERIZATION) 203.05 (e).

20304-1000

REMOVAL OF STRUCTURES AND OBSTRUCTIONS

LPSM ALL

Dispose of according to Subsection

(SALVAGE SITE FEATURES) 203.03.

20304-1000

REMOVAL OF STRUCTURES AND OBSTRUCTIONS

LPSM ALL

Dispose of according to Subsection

(EXISTING BOARDWALK) 203.05 (a).

20465-0000 CONSERVE AND PLACE BOULDER EACH 7

20466-0000 CONSERVE AND STOCKPILE TOPSOIL CUYD 1, 650

N ;

u

>: NOTES:

"' 1. Locate all existing subsurface utilities prior to commencing demolition work. N ..,

2. Protect all existing utilities in place, except utilities designated for removal. DEMOLITION QUANTITIES 0

~ 3. Coordinate demolition work with removal or relocation of existing utilities (See Section K). N

'E .'l:

gi

E E -8 u

N ro

Begin demolition work 200-ft from the centerline-centerline

Legend

-■ ······· .G. • .. STATE PROJECT .;:-; WY NPS YELL 2019(1) ..

Existing toe : ---r\ ,.

of slope ---------< 1 '

I I I •

·. ..... .... ---···· .... ___________ 8 _____ . ~- . I '\t53?

/4 ainline) I 1 ( I i Removal of Sign >: r.. ~ 1

·. ff· ...

6-lnch Depth (Pulverlzattt ) / ® / j 1

\ Exist( ng gravel / J v ;

parking area ~ : / ~ emoval of Structures ( f ~ f and Obstructions :

(Salvage Site Features); J ~ I salvage picnic table and :

'·· -------- ----------··1-··-·

Construction Limits

Removal of Pavement, Asphalt, 6-inch Depth (Pulverization)

Tree to be removed

~ 0 Protect existing tree

Notes:

1. Clearing and Grubbing Limits are coincident with roadway and parking slope stake limits. See plans Section C, Section E, Section F, Section H, Cross Sections, and other project physical data for detailed information on location(s) of limits. DEMOLITION PLAN 1

SHEET

NUMBER

C.5 c;,11-_______________________________________________________________________ _. ________________________ _

STATE

WY

PROJECT

NPS YELL 2019(1)

SHEET

NUMBER

C.6

Scale in feet NPS PMIS No. 212557 & 222035

NPS Drwg No. 101/159928 u g E E -8 ij

I ane tank enclosu ing fence to be ected.

25 12.5 0 mova ent, phalt, - 'th

P lver;ization) ~ !.JJ/'~~ t) ,,.

g:

N ro c;

Notes:

1.

2.

Clearing and Grubbing Limits are coincident with roadway and parking slope stake limits. See plans Section C, Section E, Section F, Section H, Cross Sections, and other project physical data for detailed information on location(s) of limits.

See Legend sheet C.5.

~I

OC-----.

, . • ..;-. ·,,~ ~ f , ~,,.,,--- Removal of 5t,uctu.-es

: \ ~ and Obstructions ! / 1 (Salvage Site Features);

j __/' \_.... salvage picnic table.

-------l / ~r- - Existing employee ' / 1, 1 cabins to be

Construction ---......., --•• t- - i .. protected limits (typ.) •• --,~----.

Removal of Pavement, Asphalt, 6-inch Depth (Pulverization) i ~---. .

\ •·,··--·-·· Existing hydrant protection '. ,... _ ' •• bollards, see Section L

\ I I '••- \. r-r::i••-

Removal of Structures and Obstructions

--- '\ (Salvage Site Features);

,salvage picnic tables.

DEMOLITION PLAN 2

E E -8 u ill

N ro c;

N

Scale in feet

25 12.5 0 25 50

Removal of Pavement, Asphalt, 6-inch Depth (Pulverization)

I ...

Conserve Boulder

General 1 store r J --,-

Removal of Sign '~~c:'~ ~

Roosevelt Lodge /

Removal of Concrete;

Sawcut existing concrete along clearing limits line.

Remove concrete within the clearing limits and dispose of off site.

',,,, ~a / (_ ' ·.

' ' " I ' \

Notes:

1.

2.

Clearing and Grubbing Limits are coincident with roadway and parking slope stake limits. See plans Section C, Section E, Section F, Section H, Cross Sections, and other project physical data for detailed information on location(s) of limits.

See Legend sheet C.5.

', _O["'_ - l ' / s-'-"' / ,,I I , / I I I '/ I '

~ - J

STATE

WY

PROJECT

NPS YELL 2019(1)

SHEET

NUMBER

C.7

• NPS PMIS No. 212557 & 222035

; emoval of Pavemen~ balt, ) L J 6-inch Depth (Pulverization)

!~ ting:: d /)) •• to remain. Use caution ( when removing asphalt. ,!---i --- •• ;

· \,-C\. C?. .......... /·· emoval

DEMOLITION PLAN 3

F-

" {!j N

N

'5 u

N

!Ill ~- .§1 ..J, §I :O• ~I .l:l• :g1 O, ul .

I

3'

Curb, Log (Pressure Treated, 12-inch Diameter)

Place Conserved Topsoil, 6-inch Depth (Typ.)

.33' 3'

I I I I I I I

12+00 to 12+30

1.33l Width varies, 11' to 2 7' Traveled way

2%

Place Conserved Topsoil, 6-inch Depth (Typ.)

Place Conserved Topsoil, 6-inch Depth (Typ.)

6' Sidewalk, Concrete

2%

Curb and Gutter, Concrete, 12-inch Depth

Asphalt Concrete Pavement, Type 1; 4-inch compacted depth in two equal lifts.

MAINLINE

12+00 to 15+34.48

Width varies, O' to 16' Bus Parking Aisle 2%

Aggregate Base (Grading D); 8-inch compacted depth

Notes:

1. Construct slopes according to the Digital Terrain Model.

2. Place Conserved Topsoil, 6-inch Depth, on all cut and fill slopes.

STATE

WY

3'

PROJECT

NPS YELL 2019(1)

SHEET

NUMBER

D.1

NPS PMIS No. 212557 & 222035 NP5 Drwg. No. 101/159928

12+00 to 12+30

Line to be Constructed

11' Traveled way

2%

I I I I I I I 11.33'

Asphalt Concrete Pavement, Type 1; 4" compacted depth in two equal lifts

Aggregate Base (Grading DJ, 8-inch compacted depth

11'

Traveled way

2%

<t I

Curb and Gutter, ~Concrete, J12-;n,h Depth

16+09.55 to 17+64.55, &----17 18+09.55 to 18+14.55 t:::::j

Line to be Constructed

11' Traveled way

2%

Asphalt Concrete Pavement, Type 1; 4-inch compacted depth in two equal lifts.

MAINLINE

15+34.48 to 18+20.04

Aggregate Base (Grading DJ;

8-inch compacted depth

TYPICAL SECTIONS 1

ro c; NO SCALE -----------------------------~~.L.,_ _________ _J

3'

I I I

Place Conserved Topsoil, 6-inch Depth (Typ.) I I I

Asphalt Concrete Pavement 4.06' Type 1; 4-;nch compacted depth ~ in two equal lifts.

Aggregate Base (Grading DJ; 8-inch ,..--.., compacted depth ===!

I I ;

1.33'

3'

Place Conserved Topsoil, 6-inch Depth (Typ.)

F-u

FOOTNOTES:

[1] - See plans Section E and cross sections for cross-slope information.

N ro

Asphalt Concrete Pavement, Type 1; 4-inch compacted depth in two equal lifts.

Curb and Gutter, Concrete, 12-inch Depth Place Conserved Topsoil, 6-inch Depth (Typ.)

6'

STATE

WY

Aggregate Base (Grading DJ; 8-inch compacted depth.

Sidewalk, Concrete

2%

18+63.18 to 18+79.55 18+97.86 to 20+57.24

18+20.04 to 18+63.18 18+58.55 to 18+97.86

Line to be Constructed ~ 11' 11'

Traveled way Traveled way

2%

Curb and Gutter, Concrete, 12-inch Depth

0' to 4' Parkway

6'

3'

Curb, Log (Pressure Treated, 12-inch Diameter)

Sidewalk, Concrete Parking lot curb and gutter varies in elevation at back of sidewalk.

See Parking Lot Grading Plans, Sheets F.4 and F.6.

Curb, Log (Pressure Treated, 12-inch Diameter)

Place Conserved Topsoil, 6-inch Depth

MAINLINE

18+20.04 to 20+57.24

Asphalt Concrete Pavement, Type 1;

4-inch compacted depth in two equal lifts.

Aggregate Base (Grading DJ, 8-inch depth.

1.33'

3'

I 3' 1•

Width varies 0' to 3'

1.33'

Asphalt Concrete Pavement, Type 1; 4-inch Compacted depth in two equal lifts.

Aggregate Base (Grading DJ; 8-inch compacted depth

20+67.73 to 21+14.16

11' from 20+57.24 to 20+61.84, then increases from 11' at 20+61.84 to 12.89' at 21+14.16

Line to be Constructed

8'to11' Traveled way (varies) Traveled way (varies)

Place Conserved Topsoil, 6-inch Depth (Typ.)

2%

MAINLINE

20+57.24 to 21 +14.16

Asphalt Concrete Pavement, Type 1; 4-inch compacted depth in two equal lifts.

Aggregate Base (Grading DJ; 8-inch depth

PROJECT

NPS YELL 2019(1)

SHEET

NUMBER

D.2

NPS PMIS No. 212557 & 222035 NP5 Drwg. No. 101/159928

TYPICAL SECTIONS 2

:,: c;l_ ______________________________ ....__ _________ _ NO SCALE

.19 ...., V) ·-

QJ .§

Q. -.J i.;; ·-m .§ D -.J

II

3'

F-u

~ FOOTNOTES:

Place Conserved Topsoil (Typ.)

1' Width varies

O' to 7'

Cobblestone Paving

QJ I

~ I 01 .f9"-' 1 "~,w V) ·- - ·- QJ .§ I jl .§ Q. -.J I lJ -.J

,2 I II

V) i--_

Curb, Concrete (Mountable, Type 1)

I I I I I I I

1.331 3' 12.89' to 8' 1 Shoulder I

Traveled way (varies)

I I

Place Conserved Topsoil, 6-inch Depth

2%

Line to be Constructed

8'

Traveled way

MAINLINE

21+14.16 to 23+17.17

[)l s [1] - See plans Section E and cross sections for cross-slope information.

N ro

22+16.24 to 22+81.03

Curb and Gutter, Concrete, 12-inch Depth

Width Varies O' to 21.24' Bus Loading

2%

8'

Sidewalk

2%

STATE PROJECT

WY NPS YELL 2019(1)

SHEET

NUMBER

D.3

NPS PMIS No. 212557 & 222035 NP5 Drwg. No. 101/159928

Place Conserved Topsoil (Typ.)

1'

Curb, Log (Pressure Treated, 12-inch Diameter)

Width decreases, 11' to O' Log Curb is part of 'Bus Loading to Cabin Road Sidewalk', see Sheet F.11 for plan and profile information

Landscape Parkway _ ___ _ · · · •.

Place Conserved Topsoil, 6-inch Depth

Asphalt Concrete Pavement, Type 1; 4-inch compacted depth in two equal lifts.

Curb and Gutter, Concrete, 12-inch Depth

Aggregate Base (Grading DJ; 8-inch depth.

11' Landscape Parkway ____ · · ·•

Asphalt Concrete Pavement, Type 1; 4-inch compacted depth in two equal lifts.

Place Conserved Topsoil, 6-inch Depth

Aggregate Base (Grading DJ; 8-inch compacted depth.

Log Curb is part of 'Bus Loading to Cabin Road Sidewalk', see Sheet F.11 for plan and profile information

TYPICAL SECTIONS 3

NO SCALE c;,L_ ___________________________________ ...&..,.. ___________ ___.

~ FOOTNOTES:

3'

3'

Place Conserved Topsoil, 6-inch Depth

1.33' 6' Shoulder

Place Conserved Topsoil, 6-inch Depth

1.33' O' to 6' Shoulder I

I I I I

Asphalt Concrete Pavement, type 1; 4-inch compacted depth in two equal lifts.

Curb, Concrete (Mountable, Type 1J;

zero-height

23+80.15 to 24+25.22

23+47.17 to 24+02.19

8' Traveled way

Line to be Constructed

2%

23+72.69 to 23+80.15 24+25.22 to 24+62.19

8' Traveled way

[1] varies

Width varies, 2' O' to 6' 2'

Cobblestone Paving

Curb, Concrete (Mountable, Type 1J;

zero-height

Place Conserved Topsoil, 6-inch

Aggregate Base (Grading DJ; 8-inch compacted depth.

MAINLINE

23+17.17 to 24+62.19

3'

Place Conserved Topsoil, 6-inch Depth

1.33' 8' Traveled way

Line to be Constructed

2% rt

Place Conserved Topsoil, 6-inch Depth

8' Traveled way

2%

.33'

Asphalt Concrete Pavement, Type 1; 4-inch compacted depth 1 in two equal lifts.

Aggregate Base (Grading DJ; 8-inch compacted depth.

MAINLINE

24+62.19 to 27+01.85

STATE PROJECT

SHEET

NUMBER

WY NPS YELL 2019(1) D.4

NPS PMIS No. 212557 & 222035 NP5 Drwg. No. 101/159928 g [1] - See plans Section E and cross sections for cross-slope information.

TYPICAL SECTIONS 4

N u

~ FOOTNOTES:

~I E·

::JI

t:.

;g1 I.I, .51 V), §1 ll, I 1•

.33'

Line to be Constructed

6.5' to 9'

Traveled way (width varies)

[1] slope varies ..

Place Conserved Topsoil;

6-inch Depth.

28+60 to 28+68.58

6.5'

Traveled way

[1] slope varies ..

Place Conserved Topsoil;

6-inch Depth.

Roadway Aggregate, Method 2; 8-inch compacted depth

3'

CABIN ROAD

28+60 to 29+04.88

Place Conserved Topsoil, 6-inch Depth (Typ.)

1.33' 9'

Asphalt Concrete Pavement, Type 1; 4-inch compacted depth in two equal lifts.

Traveled way

29+49.39 to 29+66.45

29+04.88 to 29+11.22

Line to be Constructed

6.5' to 9' Traveled way (width varies)

..,slope varies [1]

Aggregate Base (Grading D); 8-inch compacted depth. CABIN ROAD 29+04.88 to 29+66.45

~ [1] - See plans Section E and cross sections for cross-slope information.

N ro

3'

Whee/stop, Rubber

Width varies, O' to 22.4' Handicap Parking

{1}

2%max.

STATE PROJECT

SHEET

NUMBER

WY NPS YELL 2019(1) D.5

NPS PMIS No. 212557 & 222035 NP5 Drwg. No. 101/159928

Place Conserved Topsoil;

6-inch Depth.

6' Concrete Sidewalk

Asphalt Concrete Pavement, Type 1;

4-inch compacted depth in two equal lifts.

Curb, Log ( Pressure Treated, 12-inch Diameter)

3'

Aggregate Base (Grading D); 8-inch compacted depth.

TYPICAL SECTIONS 5

. QJ I 01

~I ~ I C:

Jg ,w ·- "-" E· v,•- 1 1..;._

::JI QJ .§ I 1 .§

C:. Q....J 1 I.J

~I Q I II

v, V)

.SI r--_

II),

§1 I..), I 3' ...

FOOTNOTES:

Line to be Constructed

1.33' 9'

(f

I 9'

Whee/stop, Rubber;

See detail Sheet D.17

Width varies, 19' to 22.4' Traveled way Traveled way Handicap Parking

2%

Place Conserved Topsoil, 6-inch Depth (Typ.)

2%

CABIN ROAD

29+66.45 to 30+04. 61

::::,;r--==:==~ 30+19.29 to 30+27.78

I I I I I I I

1.331

Line to be Constructed

9'

(f

I

2% .. slope varies

Asphalt Concrete Pavement, Type 1; 4-inch compacted depth in two equal lifts.

[1]

Aggregate Base (Grading DJ; 8-inch compacted depth

Curb and Gutter, Concrete, 12-inch Depth Place Conserved Topsoil, 6-inch Depth

9' Width varies, 17.9' to O' Traveled way Traveled way Landscape Parkway

Place Conserved Topsoil, 6-inch Depth (Typ.)

CABIN ROAD

30+04.61 to 30+27.78

Asphalt Concrete Pavement, Type 1; 4-inch compacted depth in two equal lifts.

Aggregate Base (Grading DJ; 8-inch compacted depth.

[1] - See plans Section E and cross sections for cross-slope information.

Place Conserved Topsoil, 6-inch Depth (Typ.)

6' Concrete Sidewalk

Curb, Log (Pressure Treated, 12-inch Diameter)

Place Conserved Topsoil, 6-inch Depth (Typ.)

Width varies, 6' to B'

Concrete Sidewalk

Curb, Log (Pressure Treated, 12-inch Diameter)

STATE

WY

PROJECT

NPS YELL 2019(1)

SHEET

NUMBER

D.6

NPS PMIS No. 212557 & 222035 NP5 Drwg. No. 101/159928

3'

TYPICAL SECTIONS 6

NO SCALE !L_ ______________________________ ....__ _________ _

"O

-ii N

N

'5 u

FOOTNOTES:

3'

Place Conserved Topsoil, 6-inch Depth (Typ.)

. (I.J I 0)

~I -I( I C: .e ,l,J ·- ,l,J E· vi·~ l i..;;,_ '.:ii (I.J .§ I ]l .§ C:. Q_...J 1 l)...J

~I .52 I II

I.J, V'l

.51 Ill, §1 lJ.

I 3' I • it ~ [1] - See plans Section E and cross sections for cross-slope information.

STATE PROJECT

WY NPS YELL 2019(1)

SHEET

NUMBER

D.7

NPS PMIS No. 212557 & 222035 NP5 Drwg. No. 101/159928

Width varies, 1.88' to 8' Shoulder

Place Conserved Topsoil, 6-inch Depth (Typ.)

Curb and Gutter, Concrete, 12-inch Depth

8' Sidewalk, Concrete

2%

Curb, Log ( Pressure Treated, 12-inch Diameter)

30+27.78 to 30+55.35

9' Traveled way

Line to be Constructed

2%

31+37.86 to 31+95.88

I I I

Width increases, O' to 11' landscape parkwa_y ____ ---:·· ·., 8' Sidewalk, Concrete

Place Conserved Topsoil, 6-inch Depth

30+46.33 to I 2%

30+ 76. 65 c::rlf=======~ Curb and Gutter, Concrete, 12-inch Depth

9' Traveled way

Place Conserved Topsoil, 6-inch Depth (Typ.)

8'

Sidewalk, Concrete

2%

Log Curb is part of 'Bus Loading to Cabin Road Sidewalk', see Sheet F.11 for plan and profile information

Asphalt Concrete Pavement, Curb, Log ( Pressure Type 1; 4-inch compacted depth Treated, 12-inch in two equal lifts. Diameter)

CABIN ROAD

30+27.78 to 31+95.88

Aggregate Base (Grading DJ; 8-inch compacted depth.

Place Conserved Topsoil, 6-inch Depth (Typ.)

Width varies, 15.2' to 8.75' Traveled way

Line to be Constructed

2%

Width varies, 17.8' to 8.75' Traveled way

-l!:! 1-lc:

V I co 0)1 .Q

I

Minor Concrete Pavement, Plain, 6-inch Depth

Width varies, 8' to O'

[1] slope varies , 2%max

WAGON ROAD

33+18.12 to 33+43.74

Aggregate Base (Grading D), 8" compacted depth

16.3' Propane off-loading zone

2%

Place Conserved Topsoil, 6-inch Depth (Typ.)

TYPICAL SECTIONS 7

ro NO SCALE ~:L_ ___________________________________ ...&..,.. ___________ ___.

u

N ro

Place Conserved Topsoil, 6-inch Depth (Typ.)

STATE

WY

PROJECT

NPS YELL 2019(1)

SHEET

NUMBER

D.8

NPS PMIS No. 212557 & 222035 NP5 Drwg. No. 101/159928

Width reduces from 16.3' to O' Propane off-loading zone

Place Conserved Topsoil, 6-inch Depth (Typ.)

8.75' Traveled way

Minor Concrete Pavement, Plain, 6-inch Depth

Line to be Constructed

33+43.74 to 33+90.86

8.75' Traveled way

2%

Place Conserved Topsoil, 6-inch Depth (Typ.)

Aggregate Base (Grading D); 8-inch compacted depth. WAGON ROAD

33+43. 74 to 34+26. 93

I QJ I ,_

~. ~ I c:' ·-1 .e...., ·-...., E vi•- l i..;._ ~- 0J.§ 1j.§ c:I o..--.1 1 u--.1

-~• ~ I II

t1 t---_ 2, tl1 §.

u1 3' ...

2' to O' Shoulder

(width varies)

2% - I

I Conserved I Topsoil, 6-inch 1

Depth (Typ.) :

I I I

1.331

36+35.76 to 37+06.57

Line to be Constructed

8' Traveled way

2% ---=---

Place Conserved Topsoil, 6-inch Depth (Typ.)

y;

I

36+35.76 to 37+18.71

8' Traveled way

2% ---=---

2' to O' Shoulder

(width varies)

2% - : Place Conserved 1 Topsoil, 6-inch 1 Depth (Typ.)

I I I I I 11.33'

Roadway Aggregate, Place Conserved Method 2; 8-inch Topsoil, 6-inch compacted depth. Depth (Typ.)

EMPLOYEE 1 (ACCESS)

36+35. 76 to 38+64.28

Minor Concrete Pavement, Plain, 6-inch Depth

Aggregate Base (Grading D), 8-inch compacted depth.

TYPICAL SECTIONS 8

~------------------------------------------------------------------------N_o_s_c_A_L_E __________________________ _ ro

Place Conserved Topsoil, 6-inch Depth (Typ.)

Curb, Log (Pressure Treated, 12-inch Diameter)

QJ I 0-,

~ I C::

Jg....., ·-....., \/)-- 1 1..;._

EI ra E

<IJ •- .S:!-

Q..-.l i lJ -.I

~ I II

Roadway Aggregate, Method 2;

8-inch compacted depth

20' Parking

2% -

Place Conserved Topsoil, 6-inch Depth (Typ.)

STATE

WY

PROJECT

NPS YELL 2019(1)

SHEET

NUMBER

D.9

NPS PMIS No. 212557 & 222035 NP5 Drwg. No. 101/159928

Place Conserved Topsoil, 6-inch Depth (Typ.)

40+02.54 to 41+02.54

I 41+60 to 42+80 I I I I I I I Line to be If I Constructed I

1.331 8' Traveled way

2% -

39+28.51 to 40+28.51

I I I I I I I I I

8' 11.33'

Traveled way

2% -

20' Parking

2% -

3'

Roadway Aggregate Method 2; 8-inch comacted depth.

I ,l) n~ •::J 1t ,2 1t;

I u -------• ·

Place Conserved Topsoil, 6-inch Depth (Typ.)

Road;,.,ay Aggregate Place Conserved Method 2; 8-inch Topsoil, 6-inch compacted depth. Depth (Typ.)

EMPLOYEE 2 (PARKING)

39+00 to 42+90

Asphalt Concrete Pavement, Type 1, 4-inch compacted depth in two equal lifts

40'

2% -

Line to be Constructed;

Does not follow Employee 2 verica/ alignment. See Sheet E.26 for more information.

43' Left of

If I

Place Conserved Topsoil, 6-inch Depth (Typ.)

1.33'

Curb, Log (Pressure Treated, 12-inch Diameter)

Aggregate Base (Grading D), 8-inch compacted depth

Asphalt Pad (Stationing off of Employee 2 Alignment)

41 +58.57; 43.08' Lt. to 42+32.85; 43' Lt.

TYPICAL SECTIONS 9

NO SCALE ~----------------------------------------------------------------------------------------------------------..

QJ I 01

~ I C: .!9....., ■-....., V)-- 1 1.;;._

QJ .§ I ]l .§ 0.. ...J I lJ ...J

Q I II

V)

~ FOOTNOTES:

Place Conserved Topsoil, 6-inch Depth (Typ.)

Curb, Log (Pressure Treated, 12-inch Diameter)

20' Parking

8% - Roadway Aggregate, Method 2; 8-inch compacted depth.

I .l!l, :§1 ...J' c: I -9 ■ t:1 2, t;1 C:

O' u1

QJ I 01

~ I C:

23 ....., ·- ....., V) •~ I i.;; ·~ E I Ill E (J,J ·- ~ ·-0.. ...J I lJ ...J

Q I II

V)

3' -1 .. -----►

I

I I I I I I I I

1.331

43+38.54 to 44+74.05

Line to be Constructed

8'

Traveled way

3% -ff I

I

43+54.05 to 44+74.05

8'

Traveled way

3% [1] -

I I I I I I I I I 11.33'

Place Conserved Topsoil, 6-inch Depth (Typ.)

Roadway Aggregate, Method 2; 8-inch Place Co_nse':'ed compacted depth. Topsoil, 6-mch

Depth (Typ.)

EMPLOYEE 3 (PARKING)

43+08 to 45+53.47

Place Conserved Topsoil, 6-inch Depth (Typ.) If

1.33' 7' I Traveled way I

I 2%

46+83.67 to 47+41.24

Line to be Constructed

7' Traveled way

2% -

2'

2% - Place

Conserved Topsoil, 6-inch (Typ.)

1.33'

Asphalt Concrete Pavement, Type 1; 4-inch compacted depth in two equal lifts.

Aggregate Base (Grading DJ;

8-inch compacted depth.

LODGE LOOP

46+07.08 to 47+85.05

[1] - See plans Section E and cross sections for cross-slope information.

N ro

20'

Parking

3% -

3'

I ,.l!J n~ I ::J I c:

.. 9 rt:

::i 1t;

C:

'O 1u

3'

STATE PROJECT

WY NPS YELL 2019(1)

SHEET

NUMBER

D.10

NPS PMIS No. 212557 & 222035 NP5 Drwg. No. 101/159928

Place Conserved Topsoil, 6-inch Depth (Typ.)

Roadway Aggregate, Method 2; 8-inch compacted depth.

I ,.l!J n~ ,:.:J I c:

.. 2 it: ,2 1t;

C:

'O 1u

1.33'

Curb, Log (Pressure Treated, 12-inch Diameter)

--------►,II I

TYPICAL SECTIONS 10

:,: ~L_ ______________________________ ......_ _________ _ NO SCALE

N ro

FOOTNOTES:

Curb and Gutter, Concrete, 12-inch Depth;

tilt gutter pan to match concrete pavement slope.

Minor Concrete Pavement, Plain, 6-inch Depth

Width varies, O' to 11' [

Place Conserved Topsoil, 6-inch Depth (Typ.)

Garbage dumpster pad

_ slope varies'''

Aggregate Base (Grading DJ, 6-inch compacted depth

I I I I I I I I I

48+54.40 to 48+79.61

49+58.98 to 49+90.64

Geoce/1

Aggregate Base (Grading DJ; 6-inch compacted depth.

3'

Place Cons,erved Topsoil, 6-inch Depth (Typ.J

I

47+85.43 to 48+54.40

48+30.42 to 48+60.28 Existing concrete

Curb and Gutter, Concrete, 12-inch Depth; tilt gutter pan to match pavement slope.

(IJ I 01

~ I C: Jg.....,-~....., V} ·- I ~ ·-EI Ill E

QJ ·- ~ ·Q. -.I I 1J -.I

Q I II

V}

(IJ I 01

~ I C: .f9 ....., ·r- ....., V} •~ I ~ ·-

E I Ill E

CIJ ·- .!!:!-Q.-.I I IJ -.1

Q I II

V) 1---

Place Conserved Topsoil, 6-inch Depth (Typ.J

I and

I 48+79.61 to 49+20.60 I I I I I I

Pla~e Conserved Topsoil, 6-i1ch Depth (Typ.)

1.33! 7'

Traveled way [1] slope varies f I

Line to be Constructed

7' Traveled way slope varies [1]

I I I I I I I I I I I I

11.33'

Asphalt Concrete Pavement, Type 1, 4-inch compacted depth in two equal lifts

Aggregate Base (Grading DJ, 8-inch compacted depth

Place Conserved Topsoil, 6-inch Depth (Typ.J

1.33'

LODGE LOOP

47+85.05 to 50+25

Line to be Constructed

Width varies, Width varies, 7' to 16.08' 7' to 14.07

Traveled way Traveled way 2%[1] -

I

Aggregate Base (Grading DJ, 8-inch compacted depth

2%[1} -

LODGE LOOP

50+25 to 50+37.61

(IJ I 01

~ I C: .!9....., ·-....., V} •- I ._;; ·~

E I Ill E (IJ ·- .!!:! ·-Q.-.l i lJ-.I

1.33' Q I II

V} -1 --

3'

Asphalt Concrete Pavement, Type 1, 4-inch compacted depth in two equal lifts

I ,.l!l I c:

.. 9 1t ,2 1t:

C:

'0 1u ...

[1] - See plans Section E and cross sections for cross-slope information.

STATE PROJECT

SHEET

NUMBER

WY NPS YELL 2019(1) D.11

NPS PMIS No. 212557 & 222035 NP5 Drwg. No. 101/159928

TYPICAL SECTIONS 11

:,: ~L_ ______________________________ ....__ _________ _ NO SCALE

:c

M in

7'-0" Traveled way

2%

Place Conserved Topsoil, 6-inch Depth (Typ.)

Place Conserved Topsoil, 6-inch Depth (Typ.)

7'-0" Traveled way

Line to be Constructed

2%

1'-4"

Roadway Aggregate, Method 2;

8-inch compacted depth.

STAMPEDE TRAIL

54+00 to 54+50.97

NO SCALE

STATE

WY

PROJECT

NPS YELL 2019(1)

SHEET

NUMBER

D.12

NPS PMIS No. 212557 & 222035 NP5 Drwg. No. 101/159928

TYPICAL SECTIONS 12

:E:

N st ,.,, II[

;g:

cy.

j f

I>

I>

I>

I>

C

I>

I>

I>

I>

L>

I>

I>

I>

I>

I>

I>

L>

I>

I>

I>

I> Traffic

I>

I>

I>

I>

I>

L>

I>

I>

I> I>

I>

I> I>

/) L> I>

I>

Transverse joint _/

PLAN

Dowe/ba, =

PROFILE

I>

I>

6 6

6 6

I> I>

L>

I>

6 6 I>

I> I>

I> I>

6 6

I> I>

I> I>

6 6

6 6

I>

NPS PMIS No. 212557 & 222035 NPS Drwa No. 101/159928

2" clear 11" typ.

I I' ILi

I> /) 1 I> I>

I>

ID I

6 I> I>

I> I> • ------------- Tie bar I 6

L '-' I> ,1 t> I . I

I> C

STATE PROJECT

WY NPS YELL 2019(1)

NOTE:

1. Provide the same type of dowel assemblies and tie bars for joints in plain port/and cement concrete pavement as shown for joints in reinforced pavement.

2. See Standard 501-2 for joint and joint sealing details.

3. Lap longitudinal and transverse reinforcement not less than 15 inches.

/) I> ~--------------

I>

Ill t-+~lt-+A-+-•r~-tt-t-+1>-+-+-t-++-t~'+l\-+-1>~jt

I

I t> / ·1 I> I>

~ • L> ~ '/ I> - I> - I> - I> - I> I> •

. _ ------....___v---r,,,.-"'-tt-~ ~~,----,/,,__,_--+--+--,,-~--+--➔~---,-f-----,.i•--+-----,,-~+---,-,,------,~,--t-,-t---, . ~ 6 · . ~ Longitudinal joint~ I> / · _,. ,. I> --+--,. I> '

,--6--,I,-/· -~-6-+--~--L-~-i,--

I> I> I> I>

6 L I>

I>

I>

I>

Slab reinforcement 4" x 4" - V: ~ W6 x W6 welded wire / ,_,,..,- · -reinforcement or No. 4 bars ~---i-~6::----r-. ----;.-6:i---:---L-;r----:---rD--==+==---:-6-r----:-----rL----:---r,:,----i

I> ~ Traffic ~I>

I>

L

I>

I>

I>

I>

C

/) /) /) L /) /)

6 I> i> I> I> I> I> C

I> 1 6 6 6 L /) /) I> I> I> I> I>

I>

/) /) /) L /) /) 6 C

1 6 t> 6 t> L t> D t> 6 1> L t> e1 t~ 1/-~--,,-----t>--,.-tz,_-t>--,.----t-~--t>--,.t--,=L=.t\=·=-l>--t-z;_-t> __ ,.-t-~--t>--,t-,->1 v,.,...,,_I_ A--+---~A-+----r+---~-+-~ \' A I\

I .. 24" ~I (typ.)

\_ Transverse contraction joint

PLAN

PAVEMENT

THICKNESS

(in)

T<6

6 :5 T <12

TRANSVERSE

JOINT SPACING

(ft)

SHEET

NUMBER

D.13

&= SeeNote2

1- <'.I

See Note 2 ~ ~ .r;i;ar / Dowel bar ~It -~ q q ->f ~ 7~ q q <'.I j•

\___ Slab reinforcement 4" x 4" - W6 x W6 welded wire reinforcement or No. 4 bars

PROFILE U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

PLAIN MINOR CONCRETE PAVEMENT REINFORCED MINOR CONCRETE PAVEMENT U.S. CUSTOMARY STANDARD

MINOR CONCRETE PAVEMENT

1 ___ S_TA_N_D_AR_D_A_PP_R_0V_E_D_F0_R_U_S_E _---'--/-_--_-----ll STANDARD

~ NO SCALE REVISED: 9/2016 I 501-1 ,::,:.._ ________________________________________________________________________________________________________ ___. _____ _.

See sawed or formed joint sealing details

CONTRACTION JOINT

UNDOWELED - TRANSVERSE and

UNTIED - LONGITUDINAL

See sawed or formed joint sealing details

Dowel bar @ 12" c-c

Grease free end 9" Fixed end

CONTRACTION JOINT

DOWELED - TRANSVERSE

See sawed or formed joint sealing details

I>

D D D D

I> I> I> t> t>

18" 18"

CONTRACTION JOINT

TIED - LONGITUDINAL

Tie bar @ 30" c-c

T/2< J - T -----,:+ t>

. I> .

Dowel cap See isolation joint sealing details

9" 9" Dowel bar@ 12" c-c

ISOLATION/EXPANSION JOINT

DOWELED - TRANSVERSE

See isolation joint sealing details Fixture or structure

Tr D

I> t>

D D D D

I> I> t> t> t> t>

D D t> c,.

t> t>

I>

ISOLATION JOINT

UNDOWELED - LONGITUDINAL

D

I> t>

D c,.

t>

I> t,.

½"typ.

t> t>

I> T/3

~t I> t>

D c,.

t,.

I> t>

See construction joint sealing details

CONSTRUCTION JOINT

PLAIN - TRANSVERSE or LONGITUDINAL

See construction joint sealing details

9"

I>

D

9"

Dowel bar@ 12" c-c

T/2 ",JT --:-+ t>

I> . I>

CONSTRUCTION JOINT

DOWEL BUTT - TRANSVERSE

See construction joint sealing details

Tie bar@ 30" c-c

"----:::T t> , I> , t>

T/2 D · JT

1------+------~------+------1 t>

18" 18"

CONSTRUCTION JOINT

TIED BUTT - LONGITUDINAL

See construction joint sealing details

#8 Tie bar@ 12" c-c

I>

T/2D'J . ,, T "----:::T t> , I> , 18" 18"

CONSTRUCTION JOINT

TIED BUTT - TRANSVERSE

½"typ.

·1 i t,.

t> t>

I> Joint sealant t>

--~----,-- Joint sealant T/3 t>

~t D

I> t> c,.

t,.

I>

Preformed joint filler

I>

I> t,.

t>

D

D Backer rod

I> I> t>

D t> t> t>

I> I>

ISOLATION JOINT CONSTRUCTION JOINT

½"typ.

t> t,.

t>

D

I> t>

D t,.

I>

NPS PMIS No. 212557 & 222035 NPS Drw No. 101/159928

STATE PROJECT

WY NPS YELL 2019(1)

NOTE:

1. Use epoxy-coated material for all tie bars, dowels, and other steel used in the construction of concrete pavement.

2. Deformed reinforcing bars or hook bolts may be used for tie bars.

3. Do not place tie bars within 15 inches of transverse joints.

4. Install isolation joints when abutting a fixed structure.

Use expansion joint material extending the full depth and length of the concrete surface.

5. Transverse and longitudinal construction joints are not included in the joint layout plan. Use transverse and longitudinal construction joints sparingly. Submit planned construction joint locations for approval.

6. For construction joints, if tie bars and dowels are not set into concrete during placement, drill and anchor the tie bars and dowels into the existing concrete construction with epoxy resin.

7. Maintain joint sealant shape factor of 1: 1; except when silicone sealant is used maintain the width to depth shape factor of 2: 1 or as recommended by sealant manufacturer.

8. See Section 712 for joint material requirements.

9. See Standards 501-1 or 502-1 for reinforcement details.

See construction joint sealing details T/3 x 1½" keyway

1------+------~---------,.+------1

JT

t> t,.

T/3

_J,, t,.

D t,.

t,.

18" Tie bar@ 30" c-c (or approved two-

CONSTRUCTION JOINT piece connectors)

I>

I>

I>

KEYWAY- LONGITUDINAL

BAR SIZES

PAVEMENT DOWEL BAR

THICKNESS (T) TIE BAR DIAMETER

(in) (in)

T 5, 8 #5 1

8 <T5,10 #5 1¼

10<T5,12 #6 1½

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

SHEET

NUMBER

D.14

SA WED OR FORMED JOINT

MINOR CONCRETE PAVEMENT JOINT SEALING DETAILS

U.S. CUSTOMARY STANDARD

MINOR CONCRETE

PAVEMENT JOINTS

"' STANDARD APPROVED FOR USE --/---- STANDARD

~ NO SCALE REVISED: 9/2016 501-2 ,::,:.._ _____________________________________________________________________________ __,. _____________ ...._ ____ _, ro

ISOMETRIC VIEW

GEOCELLPAVEMENTSTRUCTURE

Topsoil, 2-inch depth

Perforated Geocell, 4-inch depth

Infill geoce/1 with a material mix consisting of 70% Roadway Aggregate and 30% Topsoil.

Separation geotextile, Class 2 nonwoven, Type A

Aggregate Base (Grading DJ, 6-inch compacted depth

Subgrade

SECTION VIEW

GEOCELL PAVEMENT STRUCTURE

STATE PROJECT

WY NPS YELL 2019(1)

SHEET

NUMBER

D.15

NPS PMIS No. 212557 & 222035 NPS Drwg. No. 101/159928

Mulch after seeding is complete (seeding completed by Park Service)

Topsoil, 2-inch depth

Infill: 70 / 30 Roadway Aggregate/Topsoil Mix

Perforated Geoce/1, 4-Inch Depth

Separation geotextile, Class 2 nonwoven, Type A

Aggregate Base (Grading DJ, 6-inch compacted d th

Compacted subgrade

GEOCELL DETAILS

; ________________________________________________________________________ N_o_s_c_A_L_E __________________________ _ i-

""CJ

..1l al

..c:

u i-

""CJ

Qj C:

CJ\

"iii Qj

Cl

I •

2.35" c-c 7 r-_3 c::::::s:

SECTION

TRUNCATED DOME

2.35" c-c Truncated dome

4'-0"

PLAN

• I

DETECTABLE WARNING FIELD

WITH TRUNCATED DOMES

,, ((\i(\'

A''Q t i

• i t i t i i• i t

Concrete curb

~vement sudace

PARALLEL CURB RAMP

i t ½,/r.

?~s t i i

<· o,... ·-?._:, Walking surface with truncated domes t t t

STATE PROJECT

WY NPS YELL 2019(1)

SHEET

NUMBER

D.16

NPS PMIS No. 212557 & 222035 NPS Drawing No. 101/159928

NOTE:

1. The maximum cross slopes of ramps must not exceed

2% in any direction.

2. Use a coarse broom finish running perpendicular to the slope to create a slip resistant surface on concrete ramp surfaces, exclusive of the detectable warning fields .

3. Construct ramp transitions between walks, gutters, or streets that are flush and free of abrupt vertical changes not to exceed 2.5 inches.

4. Locate drainage inlets and manholes outside of ramp walking surfaces or landings.

?~o,, l'JJ~

,. !i

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

WHEELCHAIR RAMP

CURB TAPER

NO SCALE STANDARD APPROVED FOR USE--/---- STANDARD

REVISED:

DRAFT: 1/2004 615-2

"O

OJ

-"' u

OJ

.c u

.D

"O

OJ

C:

en

"iii

OJ

Optional end bevel (typ.)

s

IQ

~Lffi 14¾"

I jf I

Install according to manufacturers recommendations

72"

14¾"

]R I j,'

14¾"

RUBBER WHEEL STOP

DETAIL

14¾"

3,, " ~,' ; " I

STATE PROJECT

WY NPS YELL 2019(1)

SHEET

NUMBE

D.17

NPS PMIS No. 212557 & 222035

NPS Drwg. No. 101/159928

Center wheel stop in parking stall

Edge of pavement

'.· '. HI

.I

Painted stall lines

Varies .I

RUBBER WHEEL STOP

PARKING STALL PLACEMENT

NO SCALE

NOTE:

1. Center whee/stops between, and perpendicular to, stall lines.

2. Variations in wheel stops will be allowed with the approval of of the CO to match manufacturer's standards.

RUBBER WHEEL STOP

DETAILS

N ro

Match top grade of adjoining structures

Curb and Gutter, Concrete, 12-inch Depth

¾" Preformed non-extruding expansion joint filler

6" X 6" W4.0 xW4.0 WWF 2" below finish grade

Bedding Material, 4" compacted depth

Width varies

Broom finish concrete surface, grooved to drain

Sidewalk, concrete, 4" depth

Bedding Material, 4" compacted depth

CROSS-SECTION VIEW

SIDEWALK, CONCRETE, (4-INCH THICK)

Aggregate Base (Grading DJ; 8-inch compacted depth

Curb, Log (Pressure Treated, 12-inch Diameter)

4"x4" W6x W6 WWF, 2" below finish grade

Minor Concrete Pavement, Plain, 6-inch Depth

Compacted subgrade

CONCRETE PAVEMENT TYPICAL SECTION

Direction of paving

Lift(s) of Asphalt Concrete Pavement, Type 1

3'-0" ±

Roadway Aggregate.

Blend 25' back into existing or new aggregate road surface.

ROAD PROFILE VIEW

ASPHALT TO AGGREGATE TRANSITION

Existing or new aggregate road surface

Trench depth at least 3X depth of asphalt concrete pavement, type 1

STATE PROJECT

SHEET

NUMBER

WY NPS YELL 2019(1) D.18

Width varies Median, stone, cobble

NPS PMIS No. 212557 & 222035 NP5 Drwg. No. 101/159928

Minor Concrete Subbase Aggregate (Grading A), 4-inch compacted depth

CROSS-SECTION VIEW

COBBLESTONE PAVING

Asphalt Concrete Pavement, Type 1

1 '-6" min. I :J

I -· --•11.J(I) s: .!:, rtl- 1 (/)

Aggregate Base, 8-inch compacted depth

ROAD PROFILE VIEW

PAVEMENT CONNECTION

TYPICAL DETAILS 1

Existing roadway surface

; _____________________________________________________________________ N_o_s_c_A_L_E _________________________ _ it N M in ro

24"

6"

• co

18" Concrete Curb

Bedding Material, 4" compacted depth (typ.)

5½"

'-I,._, Concrete Curb

Bedding Material, 4" compacted depth (typ.)

Fu/I-Height Curb

24"

Concrete Curb

Bedding Material, 4" compacted depth (typ.)

Notes:

Zero-Height Curb

CURB, CONCRETE

(MOUTALBE, TYPE 1)

Concrete Curb

Bedding Material, 4" compacted depth (typ.)

24" .I

Fu/I-Height Curb

/ I f--------------0 24"

Zero-Height Curb

Bedding Material, 4" compacted depth (typ.)

CURB AND GUTTER, CONCRETE,

12-INCH DEPTH

1. Taper all concrete curbs to a zero-height over 6-feet where curb lines come to a butt end.

2. Form gutter slopes to match road fores/opes where curb lines end at road edge of pavement.

3. Taper all log curbs to be flush with pavement over 6-feet where log curb lines come to a butt end.

Place Conserved Topsoil, 6-inch Depth

Existing ground or embankment, decompacted per Subsection 624. 03

STATE

WY

PROJECT

NPS YELL 2019(1)

SHEET

NUMBER

D.19

NPS PMIS No. 212557 & 222035 NP5 Drwg. No. 101/159928

LANDSCAPE AREA TYPICAL SECTION

Finish grade

NO SCALE

Pound rebar flush.

I ' I I I

Formed hole for #5 bar ~ I I

# 5 bar, 4' long

Natural wood log, 12-inch peeled diameter, pressure…