mtr-nps2021-1_plans.pdf

9.30)

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SHEET INDEX

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) A.2

NPS PMIS No. 326359B

BH TP

W

RIP

DI

G W G WV

CP GPS

36 31

36 31

N

E

N 1000EL. 1234.56

TP

TP

SEC.

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

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

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

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Control Point (Terrestrial and GPS)

Gas & Water Meter; Gas & Water Valve

Flagpole; Fire Hydrant

Cooking Grate; Garbage Can; Picnic Table

Boulder; Well; Antenna; Grave

Above Ground Tank; Underground Tank

Spot Elevation; Coordinate Grid Tick

Material Source; Bore Hole; Test Pit

Treeline; Individual Trees

Spring or Seep

Section Line 4

Section Corner (Found, Projected) 4

Section Line 16

Section Corner (Found, Projected)16

Property Line

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Paved, Gravel)

Railroad

Trail

Fiber Roll

Silt Fence

Sandbag

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservior; Marshland

North Arrow

Slope Stake Limits Top of Cut

Toe of Fill

Construction Limits

Bottom of Ditch

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier and Guard Wall

Retaining Wall wall face

Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

Overhead/Above Ground Utilities

Underground Utilities

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

Building

Right-of-Way Line

Permanent Easement

Construction Easement

Riprap

- no symbol -

Section A-A

EXISTING PROPOSED

STEAM = steam, T = telephone, TV = CATV, W = water P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain EM = electric meter, TP = telephone pedestal, TV = CATV pedestal,

- no symbol -

11/2001 DETAIL APPROVED FOR USE

6/2022

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

WFLHD DETAIL

ABBREVIATIONS

PLAN SYMBOLS AND

:1

J u n e

U p d a te d v ic in it y m a p p w

-w o rk

\d \m tr -n p s -1 g e n -3

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) A.3

Sheet and Description

SECTION D SECTION E SECTION F

PLANS 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 20302-1200 REMOVAL OF GUARDRAIL LNFT 9,398.5 471.5 9,870.0

A0140 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 115 10 125

A0160 30302-2000 SHOULDER RECONDITIONING LNFT 1,320 90 1,410

A0180 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 6,546 194 6,740

A0200 40702-0300 CHIP SEAL, TYPE 1C SQYD 625,474 18,526 644,000

A0240 40711-0000 EMULSIFIED ASPHALT TON 1,122 38 1,160

A0260 40901-2000 MICRO SURFACING, TYPE 2 SQYD 17,570 430 18,000

A0280 41201-0000 TACK COAT TON 35 5 40

A0300 41301-0800 ASPHALT PAVEMENT MILLING, 3-INCH DEPTH SQYD 40,489 1,211 41,700

A0320 41401-3000 CRACKS, CLEANING AND FILLING LNFT 14,858 752 15,610

A0340 41402-2000 CRACKS, CLEANING AND SEALING MILE 33.5 2.0 35.5

A0360 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 (A) SQYD 408 22 430

A0380 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 (B) SQYD 1,372 68 1,440

A0400 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 7,082 358 7,440

A0420 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS LNFT 7,455 225 7,680

A0440 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT (TL-2) EACH 27 27

A0460 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT (TL-3) EACH 8 8

A0480 61702-1700 TERMINAL SECTION, TYPE MGS-BAT EACH 2 2

A0500 61711-0000 IMPACT ATTENUATOR (CRASH CUSHION) EACH 1 1

A0520 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40 40

A0540 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY

BUCKET, 18-INCH WIDTH HOUR 40 40

A0560 62201-2360 VACUUM SWEEPER HOUR 80 80

A0580 62301-0000 GENERAL LABOR HOUR 80 80

A0600 63302-0000 SIGN SYSTEM SQFT 341 341

A0620 63309-0900 DELINEATOR, TYPE FLEXIBLE (BROWN) EACH 19 1 20

A0640 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 709,851 35,489 745,340

A0660 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 657,604 32,876 690,480

A0680 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW) LNFT 125,498 6,272 131,770

A0700 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW EACH 5 5

A0720 63405-0600 PAVEMENT MARKINGS, TYPE B, STRAIGHT/TURN ARROW COMBINATION EACH 2 2

A0740 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 18 18

A0760 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 200 20 220

A0780 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN EACH 4 4

MileStone: 100% Date Completed: 08/03/23 Report Date: 08/03/23

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - BASE

3-

A ug

-2

1:

P

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities c:

\p w -w or k\ d0 su m m ar y.

xl sm

]S he et

STATE PROJECT

B.1BOR NPS 2021(1)MT

SHEET

NUMBER

NPS PMIS No.326359B

PLANS TEMPORARY TRAFFIC

CONTROL

PERMANENT TRAFFIC

CONTROL ALLOWANCE Bid Schedule

A0800 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 175,719 8,781 184,500

A0820 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 219 71 290

A0840 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 3,520 180 3,700

A0860 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 300 300

A0880 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 110 115

3- A ug

-2

1:

P

M

MileStone: 100% Date Completed: 08/03/23 Report Date: 08/03/23 c:

\p w -w or k\ d0 su m m ar y.

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]S he et

2)

SUMMARY OF QUANTITIES - BASE

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.2BOR NPS 2021(1)MT

SHEET

PLANS TEMPORARY TRAFFIC

CONTROL

PERMANENT TRAFFIC

CONTROL ALLOWANCE Bid Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

X0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0080 15401-0000 CONTRACTOR TESTING LPSM ALL

X0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0120 20302-0400 REMOVAL OF CURB, ASPHALT LNFT 1,000 100 1,100

X0140 20302-1200 REMOVAL OF GUARDRAIL LNFT 2,541 129 2,670

X0160 40702-0300 CHIP SEAL, TYPE 1C SQYD 13,710 290 14,000

X0200 40711-0000 EMULSIFIED ASPHALT TON 24 6 30

X0220 41401-3000 CRACKS, CLEANING AND FILLING LNFT 1,685 80 1,765

X0240 41402-2000 CRACKS, CLEANING AND SEALING MILE 1.09 0.05 1.14

X0260 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 (A) SQYD 592 28 620

X0280 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 111 9 120

X0300 60901-2100 CURB, ASPHALT, 4-INCH DEPTH LNFT 1,000 50 1,050

X0320 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS LNFT 2,300 70 2,370

X0340 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT (TL-2) EACH 12 12

X0360 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20 20

X0380 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY

BUCKET, 18-INCH WIDTH HOUR 20 20

X0400 62201-2360 VACUUM SWEEPER HOUR 40 40

X0420 62301-0000 GENERAL LABOR HOUR 40 40

X0440 63302-0000 SIGN SYSTEM SQFT 7 7

X0460 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 23,866 1,194 25,060

X0480 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4

X0500 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 200 20 220

X0520 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 6,019 301 6,320

X0540 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 20 10 30

X0560 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 16 4 20

3- A ug

-2

1:

P

M

MileStone: 100% Date Completed: 08/03/23 Report Date: 08/03/23 c:

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]S he et

3)

SUMMARY OF QUANTITIES - OPTION X

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.3BOR NPS 2021(1)MT

SHEET

NO SCALE

CRACK SEALING AND FILLING

CRACK SEALING CRACK FILLING

AND FILLING DETAIL

CRACK SEALING

ASPHALT PAVEMENT

Fill crack with pre-formulated mastic material flush with existing surface

" to 1"4 flush with the existing surface

Ensure all remaining overband isStrike off material to flush with existing surface

C.3

STATE PROJECT

NUMBER

SHEET

D

D e s ig n I n tl

F t p w w o r k

\d

\m tr n p s c c .d g n

MT BOR NPS 2021(1)

:4 u n e

L a n g e

/2

/2

C h e c k e d b y

D e s ig n e d b y

T P h a n

Greater than 1"

Seal crack with hot applied crack sealant

30202 -2000

30302 -2000

40301 -0100

40702 -0300

40711-

40901-

41201 -0000

41301 -0800

41401 -3000

41402 -2000

41801 -1000

41801 -1000

41801 -2000

B

EG

IN

M

IL

E

EN

D

M

IL

E

LE

N

G

TH

W

ID

TH

A R

EA

R O

A D

W A Y

A G

G R

EG

A

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C R A C K S

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A N

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EA

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A

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C O

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T

PA

TC

H

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(A

A S

PH

A

LT

C O

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ET

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PA

V

EM

EN

T

PA

TC

H

TY

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(B

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PH

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MILE MILE FT FT SQFT TON LNFT TON SQYD TON SQYD TON SQYD LNFT MILE SQYD SQYD SQYD BICA 0010 NPS Highway 313 Access Road 71756 0.00 0.20 1,056 25.2 478 2,957 5 3 2,957 89 0.20

BICA 0010 NPS Highway 313 Access Road 71756 0.20 3.00 14,784 25.2 41,395 74 1,242 2.8

BICA 0010 NPS Highway 313 Access Road 71756 3.00 3.50 2,640 25.2 1,195 7,392 13 6 7,392 0.50

BICA 0010 NPS Highway 313 Access Road 71756 3.50 4.40 4,752 25.2 13,306 24 399 0.9

BICA 0010 NPS Highway 313 Access Road 71756 4.40 4.40 0.12 25.2 28

BICA 0010 NPS Highway 313 Access Road 71756 4.40 5.00 3,168 25.2 8,870 16 266 0.6

BICA 0010 NPS Highway 313 Access Road 71756 5.00 5.10 528 25.2 239 1,478 3 1 1,478 0.10

BICA 0010 NPS Highway 313 Access Road 71756 5.10 5.20 528 25.2 1,478 3 44 0.1

BICA 0010 NPS Highway 313 Access Road 71756 5.20 5.20 0.49 25.2 112

BICA 0010 NPS Highway 313 Access Road 71756 5.20 5.37 898 25.2 2,513 5

BICA 0011 OK-A-BEH Road 77037 0.00 9.30 49,104 26.3 143,493 257 2,583 9.3

BICA 0011 OK-A-BEH Road 77037 0.70 0.70 0.03 26.3 7

BICA 0011 OK-A-BEH Road 77037 6.60 6.60 0.03 26.3 7

BICA 0012 Afterbay Road 75346 0.00 0.60 3,168 32.8 11,546 21 346 0.6

BICA 0012 Afterbay Road 75346 0.60 0.60 0.19 32.8 55

BICA 0012 Afterbay Road 75346 0.60 1.60 5,280 32.8 19,243 34 577 1

BICA 0012 Afterbay Road 75346 1.60 1.60 0.25 32.8 73

BICA 0012 Afterbay Road 75346 1.60 1.91 1,637 32.8 5,965 11 179 0.31

BICA 0013 Bad Pass Road 71794 0.09 0.16 370 33.4 1,372

BICA 0013 Bad Pass Road 71794 8.00 8.50 2,640 33.4 115 1,320 Verify shoulder construciton limits with CO prior to work.

BICA 0013 Bad Pass Road 71794 0.00 13.60 71,808 33.4 266,487 477 13.35

BICA 0200 Afterbay Campground Road 75577 0.00 0.23 1,214 24.3 3,279 6

BICA 0203 Horseshoe Bend Road 72381 0.00 1.66 8,765 24.5 23,860 43 7,158 1.66

BICA 0204 Devil's Canyon Overlook Road 72534 0.00 0.80 4,224 29.2 13,705 25

BICA 0207Z Horseshoe Bend Campground Access Road 77521 0.00 0.16 845 19.7 1,849 4

115 1,320 1,912 568,816 1,021 0 10 11,827 12,883 31.42 240 1,372 42

NOTE: The following material application rate and weight values are assumed for estimating purposes.

1.94 = Hot Asphalt Concrete (ton/cuyd) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.10 = Tack Coat (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Tack Coat (Gal./ton) 22.0 = Roadway Width (ft/mi)

ROUTE NUMBER ROUTE NAME

SHEET TOTAL

FMSS No.

PAY ITEM NUMBER

Remarks

TABULATION OF QUANTITIES - BASE

c:

\p w -w or k\ d0

Su rf ac e Ta bu la ti on

S he et .x ls x]

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-2

2:

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S m it h

4/

D es ig ne d

C he ck ed

STATE PROJECT

D.1

SHEET

NUMBER

BOR NPS 2021(1)MT

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

30302 -2000

30302 -2000

40301 -0100

40702 -0300

40711-

40901-

41201 -0000

41301 -0800

41401 -3000

41402 -2000

41801 -1000

41801 -1000

41801 -2000

B

EG

IN

M

IL

E

EN

D

M

IL

E

LE

N

G

TH

W

ID

TH

A R

EA

R O

A D

W A Y

A G

G R

EG

A

TE

M

ET

H

O D

S H

O U

LD

ER

EC

O N

D

IT

IO

N

IN

G

A S

PH

A

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C O

N C R

ET

E

PA

V

EM

EN

T, T

YP

E

C H

IP

S

EA

L, T

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U

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IF

PH

A

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M

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FA

C

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PE

TA

C K C

O A T

A S

PH

A

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P A V

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EN

T

M

IL

LI

N

G

3-

IN

C H

EP

TH

C R A C K S

C

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A N

D F

IL

LI

N G

C R A C K S

C

LE

A N

D S

EA

LI

N G

A S

PH

A

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C O

N C R

ET

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PA

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T

PA

TC

H

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PE

(A

A S

PH

A

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C O

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ET

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PA

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EN

T

PA

TC

H

TY

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MILE MILE FT FT SQFT TON LNFT TON SQYD TON SQYD TON SQYD LNFT MILE SQYD SQYD SQYD

BICA 0210 Wappa Upper Switchyard Road 77027 0.00 0.81 4,277 21.6 10,264 18 0.81 3,168

Verify patch construciton limits with CO prior to work.

BICA 0212AZ Avenue B (West) 102671 0.00 0.35 1,848 33 6,776 12 0.35 3,872

Verify patch construciton limits with CO prior to work.

BICA 0212BZ Avenue B (East) 102671 0.00 0.16 845 33.8 3,173 6

BICA 0219 Barry's Landing Boat Ramp Road 110972 0.00 2.10 11,088 28.5 35,112 63

BICA 0903 Upper OK-A-BEH Parking 77041 109,240 1,962 10 12,138

BICA 0904 Lower OK-A-BEH Parking 77041 55,750 6,194 200 0.28

BICA 0913AZ Park Headquarters Parking North 103172 7,700 856 1,000 0.09

BICA 0913BZ Park Headquarters Parking South 103172 7,400 133 1 822

BICA 0919 Lovell Visitors Center Parking 72160 72,790 1,308 7 8,088 168

BICA 0920 Horseshoe Bend Parking 77532 68,525 1,231 7 7,614

BICA 0927 Horseshoe Bend Marina Parking 77537 51,630 5,737 500 0.28 BICA 0930 Horseshoe Bend Dump Station 102654 12,000 1,333 2

BICA 0900 Yellowtail Dam Visitor Center Parking 77034 25,240 2,804 275 0.25 BICA 0921 Devil's Canyon Overlook Parking 72537 17,147 1,979

0 0 4,634 56,658 101 17,570 25 28,662 1,975 2 168 0 7,040 115 1,320 6,546 625,474 1,122 17,570 35 40,489 14,858 33 408 1,372 7,082

NOTE: The following material application rate and weight values are assumed for estimating purposes.

1.94 = Hot Asphalt Concrete (ton/cuyd) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.10 = Tack Coat (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Tack Coat (Gal./ton) 22.0 = Roadway Width (ft/mi)

Remarks

BASE TOTAL

PAY ITEM NUMBER

ROUTE NUMBER ROUTE NAME FMSS No.

SHEET TOTAL

TABULATION OF QUANTITIES - BASE

c:

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Su rf ac e Ta bu la ti on

S he et .x ls x]

S he et

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K S m it h

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D.2

SHEET

NUMBER

BOR NPS 2021(1)MT

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

20302 -0400

40702 -0300

40711-

41402 -2000

41401 -3000

41801 -1000

41801 -2000

60901 -2100

B

EG

IN

M

IL

E

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D

M

IL

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N

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W

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A R

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O V A L

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C U

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PH

A

LT

C H

IP

S

EA

L, T

YP

E 1C

EM

U

LS

IF

IE

D

A S

PH

A

LT

C R A C K S

C

LE

A N

D S

EA

LI

N G

C R A C K S

C

LE

A N

D F

IL

LI

N G

A S

PH

A

LT

C O

N C R

ET

E

PA

V

EM

EN

T

PA

TC

H

TY

PE

(A

A S

PH

A

LT

C O

N C R

ET

E

PA

V

EM

EN

T

PA

TC

H

TY

PE

C U

R B

A S

PH

A

LT

4-

IN

C H

D

EP

TH Remarks

MILE MILE FT FT SQFT LNFT SQYD TON MILE LNFT SQYD SQYD LNFT

BICA 0211 Yellowtail Power Plant Road 77026 0.53 0.72 1,000 20.5 1,000 111 1,000 Verify patch construction limits with CO prior to work.

BICA 0211 Yellowtail Power Plant Road 77026 0.00 0.42 2,218 20.5 5,051 9 0.42 649

BICA 0211 Yellowtail Power Plant Road 77026 0.47 1.14 3,538 20.5 8,058 14 0.67 1,036

BICA 0211 Yellowtail Power Plant Road 77026 0.42 0.47 264 20.5 601 1 592

1,000 13,710 24 1.09 1,685 592 111 1,000

NOTE: The following material application rate and weight values are assumed for estimating purposes.

1.94 = Hot Asphalt Concrete (ton/cuyd) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.10 = Tack Coat (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Tack Coat (Gal./ton) 22.0 = Roadway Width (ft/mi)

ROUTE NUMBER ROUTE NAME

OPTION X TOTAL

FMSS No.

PAY ITEM NUMBER

TABULATION OF QUANTITIES - OPTION X

c:

\p w -w or k\ d0

Su rf ac e Ta bu la ti on

S he et .x ls x]

S he et

-M ay

-2

2:

K

S m it h

4/

D es ig ne d

C he

SHEET

NUMBER

BOR NPS 2021(1)MT

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

Scale in miles

0 0.25 0.5 1

N

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

N

PS

H

IG

H W

AY

A C C

ES

S R O

A D

2. Verify asphalt concrete pavement patch limits with CO.

to create one continues surface treatment.

patch locations as well as mill and overlay sections

1. Place chip seal treatment over asphalt concrete

O K A B

E H R

O A

D

YELLOWTAIL POWER PLANT ROAD

AFTER BAY ROAD

:0 u n e

B

IC

A -0 p w w o r k

\d

\m tr n p s d b .d g n

NORTH UNIT

NPS HIGHWAY 313 ACCESS ROAD

BICA-0010

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) D.4

NPS PMIS No. 326359B

Begin chip seal

Begin mill and overlay

BICA 0010 (MP 0.00)

End mill and overlay

BICA 0010 (MP 0.20)

Begin mill and overlay

BICA 0010 (MP 3.00)

End mill and overlay

BICA 0010 (MP 3.50)

Patch, type 2

Asphalt concrete pavement

BICA 0010 (MP 4.40)

Begin mill and overlay

BICA 0010 (MP 5.00)

mill and overlayEnd

BICA 0010 (MP 5.10)

Asphalt concrete pavement patch, type 1(A)

BICA 0010 (MP 5.20)

End chip seal

BICA 0010 (MP 5.37)

Yellowtail Afterbay Boat Ramp and Chip Seal

Asphalt Concrete Pavement Patch, Type 2 and Chip Seal

Asphalt Concrete Pavement Patch, Type 1

Mill and Overlay and Chip Seal

Chip SealLegend: Note:

0 0.5 1

© 2023 Microsoft Corporation Earthstar Geographics SIO

2. Verify asphalt concrete pavement patch limits with CO.

to create one continues surface treatment.

1. Place chip seal treatment over asphalt concrete patch locations

:0 u n e

B

IC

A -0 p w w o r k

\d

\m tr n p s d b .d g n

NORTH UNIT

OK-A-BEH ROAD

BICA-0011

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) D.5

NPS PMIS No. 326359B

Asphalt concrete pavement patch, type 2

BICA 0011 (MP 0.70)

Asphalt concrete pavement patch, type 2

BICA 0011 (MP 6.60)

Begin chip seal

BICA 0011 (MP 0.00)

End chip seal

BICA 0011 (MP 9.30)

Mill and overlay

BICA 0903 (Upper OK-A-BEH Parking)

Micro Surfacing

BICA 0904 (Lower OK-A-BEH Parking) and Chip Seal

Asphalt Concrete Pavement Patch, Type 2

Micro Surfacing

Mill and Overlay

Chip Seal

Legend:

O K -A -B

EH

R

O A D

0.25

ACCESS ROAD

NPS HIGHWAY 313

Note:

500 10000250500

Scale in feet

N

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

2. Verify asphalt concrete pavement patch limits with CO.

locations to create one continues surface treatment.

1. Place chip seal treatment over asphalt concrete patch

:0 u n e

B

IC

A -0 p w w o r k

\d

\m tr n p s d b .d g n

NORTH UNIT

BICA-0212BZ AVENUE B (EAST)

BICA-0212AZ AVENUE B (WEST)

AFTERBAY CAMPGROUND ROAD

BICA-0200

BICA-0012 AFTERBAY ROAD

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) D.6

NPS PMIS No. 326359B

Begin chip seal

BICA-0200 (MP 0.0)

End chip seal

BICA-0200 (MP 0.23)

Begin chip seal

BICA 212AZ (MP 0.00)

End chip seal

BICA 212AZ (MP 0.35)

End chip seal

BICA 212BZ (MP 0.16)

Begin chip seal

BICA 212BZ (MP 0.00)

End chip seal

BICA 0012 (MP 1.91)

Asphalt concrete pavement patch, type 1(A)

BICA 0012 (MP 1.60)

Asphalt concrete pavement patch, type 1(A)

BICA 0012 (MP 0.60)

Begin chip seal

BICA 0012 (MP 0.00)

Afterbay ranger and contact station Staging area

Micro Surfacing

(PARK HEADQUARTERS PARKING NORTH)

BICA 0913AZ

Mill and overlay

(PARK HEADQUARTERS PARKING SOUTH)

BICA 0913BZ

Yellowtail Afterbay Boat Ramp

Micro Surfacing

Mill and Overlay and Chip seal

Asphalt Concrete Pavement Patch, Type 1

Chip Seal

Legend: Note:

A F T E R B A Y C

A M P G

R O

U N

D R

O A D

AFTERBAY ROAD

AVENUE B (WEST)

A V E N

U E B E A S T

NPS HIGHWAY 313 ACCESS ROAD

YELLOWTAIL POWER PLANT ROAD

0 0.5 1 2

N

© 2023 Microsoft Corporation Earthstar Geographics SIO patch locations to create one continues surface treatment.

1. Place chip seal treatment over asphalt concrete

:4 e p te m b e r

B

IC

A -0

B a d P a s s R o d p w w o r k

\d

\m tr n p s d b .d g n

SOUTH UNIT

BAD PASS ROAD

BICA-0013

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) D.8

NPS PMIS No. 326359B

Begin asphalt concrete pavement patch, type 1(B)

BICA 0013 (MP 0.09)

End asphalt concrete pavement patch, type 1(B)

BICA 0013 (MP 0.16)

Begin shoulder stabilization

BICA 0013 (MP 8.00)

End shoulder stabilization

BICA 0013 (MP 8.50)

End chip seal

BICA 0013 (MP 13.6)

Begin chip seal

BICA 0013 (MP 0.00)

Legend:

Shoulder Construction and Chip Seal and Chip Seal

Asphalt Concrete Pavement Patch, Type 1

Chip Seal

BAD PASS ROADBAD PASS ROADBAD PASS ROAD

Note:

H O

R S E S H

O E

B E N

D R

O A D

D E

V

IL

S C

A N

Y O

N

O V

E R

L O

O K R

O A

D

B A R R Y 'S L

A N

D

IN

G B

O A T

R A

M P R

O A D

M O

N T

A N

A

W Y

O M

300 0 300 600 900

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

HORSESHOE BEND ROAD

BAD P

ASS

ROAD

:3

J u n e

B

IC

A p w w o r k

\d

\m tr n p s d b .d g n

SOUTH UNIT

HORSESHOE BEND ROAD

BICA-0203

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) D.9

NPS PMIS No. 326359B

Begin chip seal

BICA 0203 (MP 0.00)

No work

BICA 0203 (Horseshoe Bend Road Boat Ramp)

Begin chip seal

BICA 0207Z (MP 0.00)

End chip seal

BICA 0207Z (MP 0.16)

Mill and overlay

BICA 0920 (HORSESHOE BEND PARKING)

Micro Surfacing

BICA 0927 (HORSESHOE BEND MARINA PARKING)

Chip seal

BICA 0930 (HORSESHOE BEND DUMP STATION)

End chip seal

BICA 0203 (MP 1.66)

Micro Surfacing

Mill and Overlay

Chip Seal

Legend:

0 125 250 500 750 1000

N

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

BAD

PASS

R

OAD

D E V

IL

'S C

A N

Y O

N O

V E R L O

O K R

O A

D

:0

M a y

B

I C

A

S h e t] p w w o r k

\d

\m tr n p s d b .d g n

SOUTH UNIT

DEVIL'S CANYON OVERLOOK PARKING

BICA-0921

DEVIL'S CANYON OVERLOOK ROAD

BICA-0204

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) D.10

NPS PMIS No. 326359B

Begin chip seal

BICA 0204 (MP 0.00)

End chip seal

BICA 0204 (MP 0.80)

Micro Surfacing

BICA 0921 (DEVIL'S CANYON OVERLOOK PARKING)

Legend:

Micro Surfacing

0.1 0.05 0 0.1 0.2 0.3

N

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

BAD PASS ROAD

BARRY'S LANDING BOAT RAMP ROAD

:2

M a y

B

I C

A

S h e p w w o r k \d

\m tr n p s d b .d g n

SOUTH UNIT

BARRY'S LANDING BOAT RAMP ROAD

BICA-0219

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) D.11

NPS PMIS No. 326359B

Begin chip seal

BICA 0219 (MP 0.0)

End chip seal

BICA 0219 (MP 2.1)

Legend:

MT BOR NPS 2021(1) E.2

4" Broken yellow centerline

4" Broken yellow centerline

NO SCALE

2.

1.

Traffic flow yellow centerline yellow centerline solid yellow centerline and solid yellow centerline

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

2' 18'

20'

40'

2' 38'

2' 18'

20'

2' 38'

40'

4" Broken yellow and

4" Broken yellow

4" Solid double

4" Solid double

2' broken line: two pavement markers spaced 2' apart

Single solid line: pavement markers spaced on 10' centers.

10' centers.

pavement markings as shown on Standard 635-3.

NOTE:

Two-way traffic

No passing zone one direction

DETAIL A2

Two-way traffic

No Passing zone one direction

DETAIL B2

Two-way traffic

No passing zone both directions

DETAIL A3

Two-way traffic

No Passing zone both directions

DETAIL B3

Shoulder

Shoulder

Shoulder Shoulder

Shoulder

Shoulder

On two- or three-lane roads, signs may be used instead of temporary patterns:

To substitute raised pavement markers for lines, use the following

Double solid line: two pavement markers, side by side, spaced on allowed by the gap shown based on curvature.

Two-way traffic

Passing zone both directions

DETAIL B1

Two-way traffic

Passing zone both directions

DETAIL A1

DETAIL A DETAIL B

Curves < 500' Radius Tangents or Curves ≥ 500' Radius

:1

M a y

U n ti tl e d S h e p w

-w o rk

\d \t e m p p a v e m a rk in g s .d g n

TEMPORARY PAVEMENT MARKINGS

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) E.3

MT BOR NPS 2021(1) E.4

MT BOR NPS 2021(1) E.5

MT BOR NPS 2021(1) E.6

MT BOR NPS 2021(1) E.7

See post detail (typ.)

Break-away holes.

See table for hole size parallel to sign face.

Field drill holes through post

Bottom of sign panel

Post�

Local tangent

< 10

NOTE:

90°

93°

WOOD POST SELECTION TABLE

X X

0.75X

H

H

X

0.2X0.6X 0.2X

Y

H

D

H

D

H

D

Long side of post

D

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

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

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

S e e N o te m in

S e e N o te m in

See Note 4

6' - 12'

On tangent alignment

200'

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

7.

6.

5.

4.

3.

2.

1.

In areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

per post.

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

by the CO.

State standards may be used as an alternative if approved

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

(INCH) (INCH) (INCH)

Diamond ≤ 48"

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

> 30'

> 17'

12' - 16'

> 13'

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

1.5

1.5

1.5

1.5

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

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

use 7' minimum mounting height for main sign

6/2005 STANDARD APPROVED FOR USE

7/2022 REVISED: 635-14

:0 a y

B a s e .B

.U p w

-w o rk

\d \F

L H

-C e ll s .c e l

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) E.8

.2

See USDOT Pictograph spaced 0.5-inch apart

Three 0.5-inch stripes

1.175

0.5C

0.7

0.5C

0.7

0.5C

1.175

14.25

See NPS and BOR Pictographs and Note 3

Background - White (retroreflective)

Border - White (retroreflective)

Legend - PMS 1615, Brown (retroreflective)Colors:

NPS PICTOGRAPH

Background - White (retroreflective)

PMS 1245 Brown, PMS 468 Brown (retroreflective)

Legend, Border - PMS 3035 Blue, PMS 633 Blue,Colors:

BOR PICTOGRAPH

5. Verify location with CO.

4. See vicinity maps for sign locations.

Ensure all pictographs are vector-based, vinyl-ready.

All incorporated pictographs are subject to approval. 3.

requirements.

Refer to Standard 635-14 for post and sign mounting 2.

Unless otherwise noted, dimensions are inches.1.

NOTES:

9.7652.489.76

22.52722.5

164016

3.7664.483.76

5.660.85.6

9.76 9.76

.3

.2

E

E

C

C .3

BIL PROJECT FUNDING SOURCE SIGN

24 sqftArea:

Background - Green (retroreflective)

Legend, Border - White (retroreflective)Colors:

2.3" Radius, 1" BorderDimensions:

.2

.5

.2

.5

0.4510.2

0.675

2.25

0.675

0.4510.23.6

0.4510.23.6

0.52 sqftArea:

Background - Blue (retroreflective)

Legend - White (retroreflective)Colors:

USDOT PICTOGRAPH

4.5

.2

:2

M a y

N p w w o r k

\d

\b il s ig n .d g n

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) E.9

:1

M a y

T

A B

U L

A T

IO

N

O F

Q U

A N

T

IT

p w w o r k

\d

\m tr n p s f a .d g n

TABULATION OF QUANTITIES

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.1

:1

M a y

T

A B

U L

A T

IO

N

O F

Q U

A N

T

IT

p w w o r k

\d

\m tr n p s f d

.d g n

TABULATION OF QUANTITIES

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.2

:1

M a y

T

A B

U L

A T

IO

N

O F

Q U

A N

T

IT

p w w o r k

\d

\m tr n p s f b

.d g n

TABULATION OF QUANTITIES

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.3

:1

M a y

.4 p w w o r k

\d

\m tr n p s f c .d g n

TABULATION OF QUANTITIES

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.4

:2

M a y

.5 p w w o r k

\d

\m tr n p s f c .d g n

TABULATION OF QUANTITIES

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.5

Class A wood posts, 487.5 LNFT

Guardrail system MGS, Type 2, Class A wood posts, 762.5 LNFT

Guardrail system MGS, Type 2, MP 0.27

MGS tangent (TL-3)

Terminal section type

MP 0.27

MGS tangent (TL-3)

Terminal section type

N

MP 0.43

MGS tangent (TL-3)

Terminal section type

MP 0.38

MGS tangent (TL-3)

Terminal section type

Class A wood posts, 487.5 LNFT

Guardrail system MGS, Type 2, Class A wood posts, 762.5 LNFT

Guardrail system MGS, Type 2, N

NPS HIGHWAY 313 ACCESS ROAD

NPS HIGHWAY 313 ACCESS ROAD

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

:5 u n e

B

I C

A

G

U A

R D

R A

I L

.2 M

P

.4

T

.2 M

P .3

T p w w o r k

\d

\m tr n p s f h

.d g n

MP 0.27-MP0.38 LT

MP 0.27-MP 0.43 RT

BICA 0010 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.7

MP 1.37

MGS tangent (TL-3)

Terminal section type

MP 1.33

MGS tangent (TL-3)

Terminal section type Class A wood posts, 150 LNFT

Guardrail system MGS, Type 2, MP 1.33

MGS tangent (TL-3)

Terminal section type

MP 1.37

MGS tangent (TL-3)

Terminal section type

Class A wood posts, 150 LNFT

Guardrail system MGS, Type 2, N

Class A wood posts, 387.5 LNFT

Guardrail system MGS, Type 2, MP 3.19

MGS tangent (TL-2)

Terminal section type

MP 3.10

MGS tangent (TL-2)

Terminal section type

MP 3.10

MGS tangent (TL-2)

Terminal section type

MP 3.19

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 387.5 LNFT

Guardrail system MGS, Type 2, NPS HIGHWAY 313 ACCESS ROAD

NPS HIGHWAY 313 ACCESS ROAD

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

:3

M a y

B

I C

A

G

U A

R D

R A

.3 M

P

.3

.1 M

P

.9 p w w o r k

\d

\m tr n p s f h

.d g n

MP 3.10-MP 3.90

MP 1.33-MP 1.37

BICA 0010 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.8

Class A wood posts, 462.5 LNFT

Guardrail system MGS, Type 2, MP 3.53

MGS tangent (TL-2)

Terminal section type

MP 3.62

MGS tangent (TL-2)

Terminal section type

MP 3.53

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 100 LNFT

Guardrail system MGS, Type 2, MP 3.56

MGS tangent (TL-2)

Terminal section type

N

MP 3.88

MGS tangent (TL-2)

Terminal section type

MP 3.89

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 125 LNFT

Guardrail system MGS, Type 2, MP 3.88

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 192.5 LNFT

Guardrail system MGS, Type 2, MP 3.93

MGS tangent (TL-2)

Terminal section type

Delineator, type flexible (brown)

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

NPS HIGHWAY 313 ACCESS ROAD

NPS HIGHWAY 313 ACCESS ROAD

:2

M a y

B

I C

A

G

U A

R D

R A

.5 M

P

.6

.8 M

P

.9 p w w o r k

\d

\m tr n p s f h

.d g n

MP 3.88-MP 3.93

MP 3.53-MP 3.62

BICA 0010 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.9

Class A wood posts, 300 LNFT

Guardrail system MGS, Type 2, MP 4.20

MGS tangent (TL-2)

Terminal section typeMP 4.15

MGS tangent (TL-2)

Terminal section type

MP 4.16

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 200 LNFT

Guardrail system MGS, Type 2, MP 4.20

MGS tangent (TL-2)

Terminal section type

N

MP 4.40

MGS tangent (TL-2)

Terminal section type Class A wood posts, 275 LNFT

Guardrail system MGS, Type 2, MP 4.46

MGS tangent (TL-2)

Terminal section type

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

NPS HIGHWAY 313 ACCESS ROAD

NPS HIGHWAY 313 ACCESS ROAD

:3

M a y

B

I C

A

G

U A

R D

R A

.1 M

P

.2

.4 M

P

.4 p w w o r k

\d

\m tr n p s f h

.d g n

MP 4.40-MP 4.46

MP 4.15- MP 4.20

BICA 0010 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.10

Class A wood posts, 475 LNFT

Guardrail system MGS, Type 2, MP 4.52

MGS tangent (TL-2)

Terminal section type

MP 4.52

MGS-BAT

Terminal section type Class A wood posts, 225 LNFT

Guardrail system MGS, Type 2, MP 4.56

MGS-BAT

Terminal section type

N

MP 4.67

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 300 LNFT

Guardrail system MGS, Type 2, MP 4.59

MGS tangent (TL-2)

Terminal section type Delineator, type flexible (brown)

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

NPS HIGHWAY 313 ACCESS ROAD

NPS HIGHWAY 313 ACCESS ROAD

:4

M a y

B

I C

A

G

U A

R D

R A

.5 M

P

.5 M

P p w w o r k

\d

\m tr n p s f h

.d g n

MP 4.52-MP 4.59

MP 4.52-MP 4.56

BICA 0010 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.11

MP 4.72

MGS tangent (TL-2)

Terminal section type

Delineator, type flexible (brown)

MP 4.78

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 300 LNFT

Guardrail system MGS, Type 2, N

Class A wood posts, 2400 LNFT

Guardrail system MGS, Type 2, © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

NPS HIGHWAY 313 ACCESS ROAD

N

PS

H

IG

H W

A Y A

C C E S S R

O A D

:2 u n e

B

IC

A

G U

A R

D R

IL

.6

-M P

.K

.L

-M

P .L p w w o r k

\d

\m tr n p s f h

.d g n

MP 4.78-MP 4.90

MP 4.67-MP 4.79

BICA 0010 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.12

Class A wood posts, 2400 LNFT

Guardrail system MGS, Type 2, N

Class A wood posts, 2400 LNFT

Guardrail system MGS, Type 2, © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

NPS HIGHWAY 313 ACCESS ROAD

NPS HIGHWAY 313 ACCESS ROAD

:5

M a y

B

IC

A

G

U A

R D

R

M

-M

P .M

.N

-M

P .N p w w o r k

\d

\m tr n p s f h

.d g n

MP 4.99-MP 5.09

MP 4.87-MP 4.99

BICA 0010 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.13

Class A wood posts, 2400 LNFT

Guardrail sysytem MGS, Type 2, N

MP 5.25

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 2400 LNFT

Guardrail sysytem MGS, Type 2, © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

NPS HIGHWAY 313 ACCESS ROAD

NPS HIGHWAY 313 ACCESS ROAD

:5

M a y

B

IC

A

G U

A R

D R

.O

-M P

.O

.P

-M

P .P p w w o r k

\d

\m tr n p s f h

.d g n

MP 5.2-MP 5.25

MP 5.09-MP 5.2

BICA 0010 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.14

MP 0.44

Connect to existing guardrail

Class A wood posts, 25 LNFT

Guardrail system MGS, Type 2, MP 0.44

MGS tangent (TL-2)

Terminal section type

N

Class A wood posts, 25 LNFT

Guardrail system MGS, Type 2, MP 0.54

Connect to existing guardrail

MP 0.53

MGS tangent (TL-2)

Terminal section type

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

AFTERBAY ROAD

AFTERBAY ROAD

:2 u n e

B

IC

A

G

U A

R D

R

.A

-M

P .A

.B

-M

P .B p w w o r k

\d

\m tr n p s f h

.d g n

MP 0.53

MP0.44

BICA 0012 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.15

Class A wood posts, 100 LNFT

Guardrail system MGS, Type 2, MP 0.12

MGS tangent (TL-2)

Terminal section type MP 0.15

MGS tangent (TL-2)

Terminal section type

MP 0.12

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 100 LNFT

Guardrail system MGS, Type 2, MP 0.15

MGS tangent (TL-2)

Terminal section type

N

MP 0.28

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 200 LNFT

Guardrail system MGS, Type 2, Class A wood posts, 750 LNFT

Guardrail system MGS, Type 2, MP 0.32

MGS tangent (TL-2)

Terminal section type

MP 0.35

MGS tangent (TL-2)

Terminal section type

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

YELLOWTAIL POWER PLANT ROAD

YELLOWTAIL POWER PLANT ROAD

:3

M a y

B

I C

A G

U A

R D

R A

.A

M

P .A

.B

M

P .B p w w o r k

\d

\m tr n p s f h

.d g n

(OPTION X)

MP 0.28-0.38

MP 0.12-MP 0.15

BICA 0211 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.16

Class A wood posts, 750 LNFT

Guardrail system MGS, Type 2, N

MP 0.50

MGS tangent (TL-2)

Terminal section typeClass A wood posts, 750 LNFT

Guardrail system MGS, Type 2, MP 0.54

MGS tangent (TL-2)

Terminal section type

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

YELLOWTAIL POWER PLANT ROAD

YELLOWTAIL

POWER PL

ANT ROAD

:3

M a y

B

IC

A

G

U A

R D

R

.C

-M

P .C

.D

-M

P .D p w w o r k

\d

\m tr n p s f h

.d g n

(OPTION X)

MP.49-MP 0.57

MP 0.38-MP 0.49

BICA 0211 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.17

MP 0.54

MGS tangent (TL-2)

Terminal section type

MP 0.62

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 387.5 LNFT

Guardrail system MGS, Type 2, N

MP 0.98

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 762.5 LNFT

Guardrail system MGS, Type 2, © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

YELLOWTAIL POWER PLANT ROAD

YELLOWTAIL POWER PLANT ROAD

:3

M a y

B

I C

A

G

U A

R D

R A

.E

M

P .E

.F

M

P .F p w w o r k

\d

\m tr n p s f h

.d g n

(OPTION X)

MP 0.98-MP 1.09

MP 0.54-MP 0.62

BICA 0211 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.18

MP 1.14

MGS tangent (TL-2)

Terminal section type

Class A wood posts, 762.5 LNFT

Guardrail system MGS, Type 2, © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

YELLOWTAIL POWER PLANT ROAD

:3

M a y

B

IC

A

G

U A

R D

R

.G

-M

P .G p w w o r k

\d

\m tr n p s f h

.d g n

(OPTION X)

MP 1.09-MP 1.14

BICA 0211 GUARDRAIL

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.19

11' typ.

ty p

8' typ.

' t yp

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS accessibility symbol

Pavement markings, type B, solid white

Pavement markings, D E

V

IL

'S C

A N

Y O

N O

V E

R L

O O

K R

O A

D

NOTE:

before applying pavement markings.

1. Layout the striping for the CO approval type B, solid white

Pavement markings, type B, solid white

Pavement markings, No Scale

NPS PMIS No. 326359B ty p

9' typ.

9' typ.

:2 e p te m b e r

D e v il

's C a n y o n O v e r lo o k P a r k in g lo t S h e p w w o r k \d

\m tr n p s f x .d g n

PARKING

DEVIL'S CANYON OVERLOOK

BICA 0921

PAVEMENT MARKING PLAN

STATE PROJECT

NUMBER

MT BOR NPS 2021(1) F.20

12' ty p.

ty p

' ty p

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

HORSESHOE BEND ROAD

before applying pavement markings.

1. Layout the striping for the CO approval

NOTE:

type B, solid white

Pavement markings, type B, solid white

Pavement markings, No Scale ty p

15' typ.

15' typ.

:4 e p te m b e r

H o r s e s h o e B e n d R d

P la n

S h e p w w o r k \d

\m tr n p s f x .d g n

PARKING

HORSESHOE BEND

BICA 0920

PAVEMENT MARKING PLAN

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.21

ty p

11' typ.

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

HORSESHOE BEND ROAD

NOTE:

before applying pavement markings.

1. Layout the striping for the CO approval type B, solid white

Pavement markings, type B, solid white

Pavement markings, ty p

No Scale

10' typ.

10' typ.

10' typ.

' ty p ty p

:3 e p te m b e r

H o r s e s h o e B e n d R d

P la n

S h e p w w o r k \d

\m tr n p s f x .d g n

MARINA PARKING

HORSESHOE BEND

BICA 0927

PAVEMENT MARKING PLAN

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.22

ty p

8' typ.

(R5-11)

Sign system

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS straight arrow

Pavement markings, accessibility symbol

Pavement markings, OK-A-BEH ROAD pavement markings.

2. Layout the striping for the CO approval before applying

1. West bay parking layout updated to reflect new traffic flow.

NOTE:

type B, solid white

Pavement markings, R

R

' typ

31' t yp.

No Scale

42' typ ty p . 1 ty p ty p

:0 e p te m b e r

L O

W E

R O

K -A

-B E

H P

A R

K p w w o r k \d

\m tr n p s f x .d g n

LOWER OK-A-BEH PARKING

BICA 0904

PAVEMENT MARKING PLAN

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.23

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS accessibility symbol

Pavement markings, 8" typ.

Pavement markings, stop bar

OK-A-BEH ROAD

NOTE:

before applying pavement markings.

1. Layout the striping for the CO approval type B, solid white

Pavement markings, 57' typ.

' ty p

'R

R

R

R

No Scale

NPS PMIS No. 326359B ty p

' t yp

' t yp

' ty p

'ty p

57' typ.

' t yp ty p

' t yp

:4 e p te m b e r

O k

A

B e h

U p p e r

S h e p w w o r k \d

\m tr n p s f x .d g n

UPPER OK-A-BEH PARKING

BICA 0903

PAVEMENT MARKING PLAN

STATE PROJECT

NUMBER

MT BOR NPS 2021(1) F.24

type B, solid white

Pavement markings, type B, solid white

Pavement markings, © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

AVENUE B (W

EST)

before applying pavement markings.

1. Layout the striping for the CO approval

NOTE:

9' typ.

' ty p

9' typ.

' ty p

No Scale

:0 e p te m b e r

P a r k

H e a d q u a r te r s P a r k in g

S h e p w w o r k \d

\m tr n p s f x .d g n

PARK HEADQUARTERS PARKING SOUTH

BICA 0913BZ

PARK HEADQUARTERS PARKING NORTH

BICA 0913AZ

PAVEMENT MARKING PLAN

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.25

accessibility symbol

Pavement markings, type B, solid white

Pavement markings, NPS HIGHWAY 313 ACCESS ROAD

NOTE:

before applying pavement markings.

1. Layout the striping for the CO approval

9' typ.

.5 ty p

No Scale

NPS PMIS No. 326359B

.5 ' ty p

.5 ty p ty p

' ty p

:2 e p te m b e r

Y e ll o w ta il

D a m

V is it o r C e n te r P a r k in g l o t O ld

S h e p w w o r k \d

\m tr n p s f x .d g n

CENTER PARKING

YELLOWTAIL DAM VISITOR

BICA 0900

PAVEMENT MARKING PLAN

STATE PROJECT

NUMBER

MT BOR NPS 2021(1) F.26

' t yp type B, solid white

Pavement markings, © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS accessibility symbol

Pavement markings, straight arrow

Pavement markings, type B, U S H

IG

H W

A Y

A

L T combination type B, straight/turn arrow

Pavement markings, before applying pavement markings.

1. Layout the striping for the CO approval

NOTE:

type B, solid white

Pavement markings, ty p

19' typ.

' t yp

' ty p

19' typ.

' ty p

11' typ.

ty p

No Scale

R

R

27'R ty p

:4 e p te m b e r

L o v e ll

V is it o r C e n te r

P a rk in g

A re a

S h e p w w o r k

\d

\m tr n p s f x

.d g n

CENTER PARKING

LOVELL VISITORS

BICA 0919

PAVEMENT MARKING PLAN

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.27

REF-1

REF-3

REF-2

78"78"

84"

66½" 5¾"5¾"

6½"

6" C, Width = 43¾"

6"

6"

6" C, Width = 53⅝"

13½"

Height = 10", Width = 13½"

6½" Height = 6", Width = 6⅞"

18"

Height = 10", Width = 10"

5½" 4" C, Width = 20⅜"

4"

54"

BORDER

R=3"

TH=0¾"

18½"

Height = 6", Width = 6⅞"

29½"

66½" 5¾"5¾"

BORDER

R=3"

TH=0¾"

6½" 6" C, Width = 43¾"

6" 6" C, Width = 53⅝"

6"

Height = 10", Width = 13½"

4" 4" C, Width = 20⅜"

5½"

30½"

13½"

Height = 10", Width = 13½"

54"

67⅝" 8¼"8¼"

6" 6" C, Width = 45⅜"

14¾"

6" 6" C, Width = 42¾" 2½"

BORDER

R=3"

TH=0¾"

Divider TH=0¾"

6"

30"

Height = 6", Width = 6⅞"

6" Height = 6", Width = 6⅞"

5⅛" 6" C, Width = 13⅛"

18"

42"

NOTE:

Design custom signs according to NPS Uniguide standards.

Panel, letter, and symbol dimensions are approximate.1.

:0

M a y

C

U S

T O

M S

IG

N

D E

T A p w

-w o rk \d

\m tr -n p s

-1 fy

.d g n

CUSTOM SIGN DETAILS

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.28

5.

4.

3.

2.

1.

Case 1: Overlying material Case 2: Overlying material between drilled holes

Excavate area between drilled holes

Excavate area

Overlying material Overlying material

Rock material Rock material backfill or overlying material

Crushed coarse aggregate backfill or overlying material

Crushed coarse aggregate aggregate backfill

Crushed coarse aggregate backfill

Crushed coarse

Finished gradeFinished grade depth (A) is 18" or less depth (A) is greater than 18"

NOTE:

the base metal with two coats of zinc-oxide paint.

Treat field cut galvanized steel post surfaces that expose requirements in Section 617.

Place crushed coarse aggregate according to the post underdrain pipe with geotextile" in Section 703.

"coarse aggregate for concrete" or "granular backfill for

Use crushed coarse aggregate backfill that conforms to oblong hole configuration for Case 1 conditions.

Unless otherwise specified, use either the circular or the

Use this standard when posts cannot be embedded to the

ELEVATION

PLAN VIEWPLAN VIEW

ELEVATION

Steel Post

Wood Post

Wood Post

Steel Post

POST EMBEDMENT DIMENSIONS

B A

E m b e d m e n t

D e p th

B A

E m b e d m e n t

D e p th

23"

23"

21"

21"

12"

8"

617-31 or 617-32.

minimum depth shown on Standard 617-10, 617-11, f o r

M G

S f o r G f o r

M G

S f o r G

21" or 23" 8" or 12"

DEPTH

EMBEDMENT

Case 1

Case 2

DEPTH (B)

DRILLING

MATERIAL (A)

OVERLYING

TYPE

HOLE

42”

30" to 42”

24" to 42”

> 30”

> 18" to 30”

0 to 18”

42" - A

12”

24”

INSTALLATION IN ROCK

W-BEAM GUARDRAIL

MGS AND G4

:1

A u g u s t

S td

-1 p w

-w o rk

\d \S td -1

.d g n

STATE PROJECT

NUMBER

SHEET

MT BOR NPS 2021(1) F.29

steeper

1V:4H or

1 Drawing for other details.

See Standard 617-31 (wood posts) and 617-32 (steel posts)

" x 5" Bolt8

" dia. hole in post4

Field drill

Typical post spacing is 6'-3" unless otherwise noted.

except that steel posts are required for Posts 1-3.

Steel posts shown. Wood posts may be used as an alternate,1.

2.

3.

NOTE:

Steel postWood block w h e n r u b r a il i s r e q u ir e d bolt and nut guardrail

See Detail B

See Detail A

Field bend

Dith bottom

Edge of shoulder

Mid-span splice (typ.)

Top of cut " span2

12 ga. W-beam, 9'-4

" 2

12 ga. W-beam, 9'-4

Wood block

Rubrail (typ.)

Steel post Steel post

Steel post

Wood block

Wood block

Steel post V ditch (typ.)

Washer

Pipe sleeve spacer

D

C

BA

B C

D

A

S e e T a b le

See Note 3

Shoulder Shoulder VariesShoulder

VariesShoulder

Terminal section, Type MGS-BAT

Pay Limits

Guardrail system MGS

Pay limits

Length of Need

M in im u m p o s t le n g th

" x 2"8

6'-3

"21

3'-1

"21

3'-1

8" W6 x 8.5

W6 x 9 or c o v e r m in

AND BLOCK DETAIL

STEEL POST

ELEVATION

PLAN

ALONG RAIL

ELEVATION

DETAIL B

DETAIL A

SECTION A-A SECTION B-B SECTION C-C SECTION D-D NO SCALE

POST DISTANCE

FROM EDGE OF SHOULDER

POST OFFSETS

22 13 or st ee pe r1V:

3H or st ee pe r1V:

3H or steeper

1V:4H

4681012141618202224 or steeper

1V:4H or steeper

1V:4H "4

13'-11

10'-11"

"4

8'-10

5'-9"

75'-0"

25'-0"

12'-6

12'- 6"

Sheet 1 of 2

MGS-BATTYPE

BACK SLOPE ANCHOR TERMINAL

MGS W-BEAM GUARDRAIL

:1

A u g u s t

S td p w w o r k

\d

\S td

.d n

SHEET

MT BOR NPS 2021(1) F.30

rail of Posts 1 -3 and rub rail at Post 4.

Anchor plate and hardware are typical on top

Use zinc rich paint to coat field drilled holes.

See Sheet 1 of 2 for terminal layout.

3.

2.

1.

Steel plate (see Detail)

Washer of post� slots (typ.)

hole (typ.)

" dia. (typ.)4

" dia. (typ.)4

" dia. (typ.)4

" dia. (typ.)4

" dia.16

" dia. (typ.)16 13 " dia. (typ.)16

1" dia.

W6 x 8.5 W6 x 9 or W6 x 8.5

W6 x 9 or W6 x 8.5 W6 x 9 or

" bolts8 7as needed for

Field drill 1" holes

" x 2" bolt (typ.)8

" Nut (typ.)8

1" dia. hole

1" dia.

NOTE:

AT POSTS 1, 2, AND 3

SPECIAL RAIL TO POST CONNECTION

GALVANIZED SQUARE WASHER

GALVANIZED STEEL PLATE

See Note 3

STEEL PLATE AND WASHER

POSTS 5-21POST 4POSTS 1-3

4"

" Thickness2 1 Thickness"16

14"

"2 12"2

12"4 12"4

31"2 12"2

"8 16"8

"4

"8

" 8

4" 4"

"4

"4

"4 12 "4

"8

"4 31" x 1

" dia.4

"4

Sheet 2 of 2

MGS-BATTYPE

BACK SLOPE ANCHOR TERMINAL

MGS W-BEAM GUARDRAIL

:2

A u g u s t

S td

-1 b p w

-w o rk

\d \S td -1

.d

SHEET

MT BOR NPS 2021(1) F.31

6.

5.

4.

3.

2.

1.

embankment

Edge of widened post section. See Note 4 face of the rail in the standard

Tangent line projected from the embankment

Edge of widened post section. See Note 4 face of the rail in the standard

Tangent line projected from the

Varies by manufacturer end of terminal not shown.

Terminal posts and

Varies by manufacturer end of terminal not shown.

Terminal posts and

NOTE:

terminal grading extents where practical.

Construct a 1V:4H slope outside of the guardrail terminal.

Install a reflectorized object marker on the end of the according to the manufacturer's recommendations.

end farther from the edge of shoulder, or use a taper

Install terminal at a 1:25 taper or flatter to position the the manufacturer's recommendations.

necessary to install the tangent terminal according to manufacturer for a specific product. Adjust grading as begin at post 3. Verify the length of need with the

For design purposes, the length of need is assumed to of site limitations, use the alternative grading layout.

as practical within site constraints. If necessary because are provided, use the preferred grading layout as much staking notes or model. If no staking notes or model

Construct the terminal grading layout as shown in the other details.

recommendations. See manufacturer's drawings for

Install tangent terminal according to the manufacturer's

See Note 6

Guardrail terminal grading o r f la tt e r

V

:1 H

Front of rail face

PLAN

PREFERRED GRADING

Post section

Standard

See Note 6

Guardrail terminal grading o r f la tt e r

V

:1

H

Hinge point line

See Note 3

Length of Need

Guardrail system

Pay limits

Pay limits terminal section type tangent or type MGS tangent

Back of post

Back of post

Front of rail face

Hinge point line

PLAN

ALTERNATIVE GRADING

post section

Standard

Guardrail system

Pay limits

Pay limits terminal section type tangent or type MGS tangent

See Note 3

Length of Need

12'-6"

(min.)

10'-0" m in m in m in

12'-6" m in

TEST LEVEL

L

50 (for MGS)

37.5 or 50 (for G4)

(FT)

3 (> 45 mph)

2 (≤ 45 mph)

AND GRADING

TYPE TANGENT TERMINAL

W-BEAM GUARDRAIL

MGS AND G4

:2

A u g u s t

S td

-2 p w

-w o rk

\d \S td -2

.d

SHEET

MT BOR NPS 2021(1) F.32

4.

3.

2.

1.

on terminal sections

All posts except those guardrail bolt guardrail post bolt

NOTE:

OMITTED POST DETAIL

PLAN VIEW

See Note 1

TYPICAL GUARDRAIL CROSS SECTION

TYPICAL GUARDRAIL ELEVATION

POST BOLT ASSEMBLY GUARDRAIL MOUNT

FLEXIBLE DELINEATOR

POST AND BLOCK

of traffic

Lap in direction splice

Mid-span of rail as applicable ground line at face

Edge of pavement or

1V:10H or flatter slope 1V:10H or flatter slope fill slope

Variable

Hinge point steeper than fill slope

Variable slope but not departure terminal sections required for approach and

Subgrade shoulder. Widening on each side of block

16d galvanized nail

Toenail with one groundline at face of rail

Edge of pavement or groundline at face of rail

Edge of pavement or on each side of block

16d galvanized nail

Toenail with one shown on Typical Section

Aggregate base or as shown on Typical Section

Aggregate base or as

See Note 4 sheeting

Retroreflective

W beam rail

Post and block block (typ.)

Post and

Hinge point departure terminal sections required for approach and

Subgrade shoulder. Widening

1V:2H or flatter slope

TYPICAL GUARDRAIL CROSS SECTION

P o s t le n g th recommendations.

or mechanical means according to the manufacturer's delineator to the top of the wood post using either an adhesive

Install a flexible hinged delineator every fourth post. Fasten including its appearance, and accepted manufacturing practices.

those consistent with the proper functioning of the part, Dimensional tolerances not shown or implied are intended to be block rotation.

the…