Plans_MT_NPS_GRKO_2018(1).pdf

JACQUELINE

LAVELLE

Digitally signed by JACQUELINE

LAVELLE

Date: 2019.04.18 08:06:53 -06'00'

EDWARD S

HAMMONTREE

Digitally signed by EDWARD S

HAMMONTREE

Date: 2019.04.24 12:29:14 -06'00'

CP GPS

JH

BH

TP

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS7

A

M

M a r c h

U

S C c p w w o r k d g r k o a c .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3 NPS GRKO 2018(1) MT

DI

T

NO SCALE

- no symbol -wall face

N

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

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

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve 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 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 yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S symmetrical 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

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

NOTE:

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø

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

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

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 mile post main line

M.P.

M.L.

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, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

NPS Drwg. No. 451/150564

NPS PMIS No. 250997

SCALE IN FEET

VICINITY MAP

E-70 Park

Little Joe

.nL n erraW

N

HISTORIC SITE

NATIONAL

RANCH

GRANT-KOHRS

A.4

STATE PROJECT

NUMBER

SHEET

I n t_ ft

D p w w o r k d g r k o a d .d g n

MT NPS GRKO 2018(1)

M a r c h

B

V in c e n t

K

S h im

C h e c k e d b y

D e s ig n e d b y

Cattle Dr. Rd.

Prairie Ln.

nL d e e w el b m u

T n

L h s ur b e g a S n

L e c n eli gi

V

.t S ni a

M .

N

Rainbow Ave, Higgins Ave.

.t S ni a

M .

N

.t S t s e

W

.t S d n

.t S g r e B

Safeway

Exxon

PROJECT LOCATION

Grant-Kohrs Parking Lot

Rehabilitation

The City of Deer Lodge

0 100 200 300 400100

Grant-Kohrs

Temporary Parking Lot

Sheet and Description

SECTION C SECTION D SECTION E SECTION G SECTION H -

TYPICAL SECTIONS PLAN & PROFILE EROSION CONTROL TEMPORARY

TRAFFIC CONTROL

PERMANENT

TRAFFIC CONTOL ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 680 15 695

A0140 20101-0000 CLEARING AND GRUBBING ACRE 0.3 0.1 0.4

A0160 20301-2400 REMOVAL OF SIGN EACH 5 5

A0180 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 5,361 55 5,416

A0200 20401-0000 ROADWAY EXCAVATION CUYD 2,531 259 2,790

A0220 20410-0000 SELECT BORROW CUYD 2,998 75 3,073

A0240 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,803 59 1,862

A0260 40301-0200 ASPHALT CONCRETE PAVEMENT, TYPE 2 TON 1,203 30 1,233

A0280 41201-0000 TACK COAT TON 3 3

A0300 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH LNFT 440 5 445

A0320 60915-1000 WHEELSTOP, CONCRETE EACH 24 24

A0340 63302-0000 SIGN SYSTEM SQFT 51 3 54

A0360 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 2,936 150 3,086

A0380 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (STOP BAR

24-INCH) LNFT 108 3 111

A0400 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (DOUBLE

YELLOW) LNFT 280 5 285

A0420 63405-0050 PAVEMENT MARKINGS, SYMBOLS, TYPE B, "RV ONLY"

WORD MESSAGE EACH 6 6

A0440 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW EACH 8 8

A0460 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 4 4

A0480 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

A0500 64603-0900 FIXTURE, PORTABLE TOILET EACH 1 1

A0520 64603-0900 FIXTURE, PORTABLE TOILET (ADA COMPLIANT) EACH 1 1

MileStone: 100% Date Completed: In Progress Report Date: 04/10/19

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-A pr

-2

:0

A M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

C

K er n C 1\

Pr oj ec ts

\G R K O

\D es ig n_

O pe nR oa ds \P

Sn E\

Fi na l 1 3\

Su pp or t

9\ [G

R K O

_s um m ar y_ 3-

-1

9.

xl sm ]S he et

STATE PROJECT

B.1NPS GRKO 2018(1)MT

SHEET

NUMBER

NPS PMIS No: 250997 NPS Drwg No: 451/150564

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER

NORTH EAST ELEVATION LATITUDE LONGITUDE

ELLIPSOID

HEIGHT

COMBINED

FACTOR

DESCRIPTION NOTE:

GRKO1 802546.779 1153046.941 4523.527 46°24'18.310706"N 112°44'06.019703"W 4480.3479 0.99923457 5/8" IR w/FHWA Alum cap 1.

GRKO2 802909.108 1153102.671 4524.127 46°24'21.908994"N 112°44'05.438284"W 4480.9511 0.99923436 5/8" IR w/FHWA Alum cap

GRKO3 802867.508 1152765.931 4521.343 46°24'21.361127"N 112°44'10.217551"W 4478.1606 0.99923452 5/8" IR w/FHWA Alum cap

GRKO4 802726.207 1152673.766 4520.892 46°24'19.929130"N 112°44'11.448997"W 4477.7063 0.99923462 5/8" IR w/FHWA Alum cap

PROJECT : Grant-Kohrs Parking Lot Rehabilitation

DATE OF FIELD WORK : 6/2018

PROJECT UNITS :International foot COORDINATE SYSTEM : Montana SPCS NAD83 (2011)

EPOCH DATE : 2010.0000

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12b

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

C

M yF ile s\

Pr oj ec ts

\M on ta n a\

G ra n t_

K oh rs \P

W

G ra n t_

K oh rs co n tr ol sh ee t.

xl sx

]S h ee t -A p r-

:2 A

M W

FL

S u rv ey

W

FL

S u rv ey

D es ig n ed b y:

C h ec ke d b y:

STATE PROJECT

D.4

SHEET

NUMBER

NPS GRKO 2018(1)MT

SURVEY CONTROL

NO SCALE

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS GRKO 2018(1) MT

U S

C c p w w o r k d g r k o e b .d g n

J a n u a r y

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

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

S ee F ib er R ol l

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

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

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

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

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

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

NPS Drwg. No. 451/150564

NPS PMIS No. 250997

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

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

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

NOTE:

POINT NORTHING EASTING ELEVATION NOTES POINT NORTHING EASTING ELEVATION NOTES POINT NORTHING EASTING ELEVATION NOTES

P01 802810.61 1152754.04 4522.21 PP P34 802820.11 1152859.32 4521.44 EP, PC, PS P67 802722.53 1152710.22 4520.10 EP, EC, BC

P02 802805.57 1152769.59 4522.40 PP P35 802802.70 1152883.74 4521.44 EP, PC, PS P68 802732.45 1152686.11 4520.10 EP, PC

P03 802796.83 1152791.56 4522.50 PP P36 802686.78 1152917.89 4522.20 pp P69 802777.56 1152657.49 4520.10 EP, PC

P04 802788.02 1152809.51 4522.50 PP P37 802695.17 1152912.44 4522.27 pp P70 802749.89 1152668.41 4520.10 EP, PC

P05 802777.99 1152826.80 4522.50 PP P38 802703.97 1152937.78 4521.51 EP, PC P71 802820.88 1152665.92 4520.24 EP, PC

P06 802760.75 1152851.34 4522.50 PP P39 802671.99 1152955.81 4521.26 EP, EC, BC P72 802669.29 1152957.04 4521.23 EP, PC

P07 802741.05 1152873.95 4522.50 PP P40 802660.57 1152932.45 4522.00 PFC, PCL P73 802652.03 1152837.62 4519.90 EP, EC, BC

P08 802726.66 1152887.83 4522.50 PP P41 802673.52 1152890.78 4521.30 PFC, PCL P74 802636.42 1152945.06 4521.75 PP

P09 802711.34 1152900.68 4522.41 PP P42 802676.24 1152913.71 4521.63 PFC, PCL P75 802622.71 1152953.49 4521.65 PP

P10 802841.04 1152739.62 4521.12 EP, PC P43 802624.29 1152924.65 4521.49 PFC, PCL P76 802612.96 1152963.31 4521.60 PP

P11 802843.27 1152722.31 4520.97 EP, PC P44 802630.53 1152880.68 4520.64 PFC, PCL P77 802605.00 1152976.58 4521.54 PP, PY

P12 802839.00 1152748.52 4521.20 EP, EC, EFC, BC P45 802656.03 1152876.77 4520.91 PFC, PCL P78 802597.15 1152995.52 4521.49 PP, PY

P13 802860.01 1152773.78 4521.18 EP, EC, ES P46 802617.67 1152909.40 4520.91 PFC, PCL P79 802589.43 1153018.21 4521.88 PP, PY

P14 802854.03 1152772.86 4521.56 BC, BFC P47 802641.08 1152934.83 4521.75 PFC, PCL P80 802584.94 1153036.53 4522.38 PP, PY

P15 802826.71 1152787.47 4522.00 PPK P48 802779.93 1152751.83 4521.75 PFC, PCL P81 802578.99 1153069.78 4523.22 PY

P16 802833.36 1152768.61 4521.73 PPK P49 802798.11 1152694.76 4521.10 PFC, PCL P82 802577.59 1153076.97 4523.52 EP, PT, ME

P17 802849.44 1152786.62 4521.56 PS P50 802816.78 1152728.46 4521.90 PFC, PCL P83 802523.41 1153072.59 4523.49 EP, EC, BT, ME

P18 802838.08 1152814.37 4521.56 PS P51 802757.95 1152717.23 4521.00 PFC, PCL P84 802557.23 1153075.33 4523.50 EP, PT, ME

P19 802824.29 1152841.00 4521.56 PS P52 802802.39 1152658.50 4520.10 EP, PC P85 802587.13 1153077.75 4523.55 EP, PT, ME

P20 802814.53 1152814.87 4522.00 PPK P53 802839.55 1152682.39 4520.48 EP, EC, BC P86 802627.00 1153080.97 4523.70 EP, BC, ME

P21 802799.79 1152840.98 4522.00 PPK P54 802836.50 1152695.96 4520.73 EP, PC P87 802609.19 1153072.71 4523.40 EP

P22 802782.62 1152865.57 4522.00 PPK P55 802840.48 1152705.12 4520.82 EP, PC P88 802605.32 1153068.15 4523.23 EP, EC, BC

P23 802763.19 1152888.41 4522.00 PPK P56 802842.31 1152733.40 4521.06 EP, EC, BC P89 802599.69 1153057.00 4522.72 EP

P24 802749.06 1152902.56 4522.00 PPK P57 802811.52 1152672.25 4520.44 PC, PW P90 802597.55 1153035.92 4522.07 EP, EC

P25 802727.23 1152921.26 4521.91 EC, BC, BFC P58 802797.29 1152667.65 4520.36 PC, PW P91 802604.96 1153006.87 4521.52 EP

P26 802758.79 1152930.18 4521.46 EP, BS, BC P59 802777.40 1152667.65 4520.35 PC, PW P92 802611.21 1152997.25 4521.36 EP, EC, BC

P27 802755.59 1152925.01 4521.57 EC, EFC, BC, PS P60 802754.62 1152677.13 4520.40 PC, PW P93 802631.64 1152977.46 4521.21 EP, PC

P28 802762.26 1152918.96 4521.56 PS P61 802732.35 1152712.12 4520.35 EC, BC, PW P94 802666.65 1152958.08 4521.22 EP, EC, BC

P29 802776.49 1152904.91 4521.56 PS P62 802728.23 1152729.35 4520.35 PC, PW P95 802630.84 1152851.03 4519.98 EP, PC

P30 802789.92 1152899.13 4521.44 EP, PC, PS P63 802717.86 1152757.47 4520.35 PC, PW P96 802622.78 1152855.20 4520.02 EP, EC, BC

P31 802853.52 1152792.94 4521.44 EP, PC, PS P64 802708.63 1152775.31 4520.27 EP, PC P97 802591.71 1152899.49 4520.31 EP, EC, BC

P32 802844.15 1152815.53 4521.44 EP, PC, PS P65 802704.79 1152761.51 4520.11 EP, EC, BC P98 802590.28 1152918.89 4520.40 EP, PC

P33 802835.31 1152833.47 4521.44 EP, PC, PS P66 802716.59 1152733.20 4520.10 EP, PC P99 802590.11 1152935.27 4520.53 EP, EC, BC

LAYOUT INFORMATION - GRKO RANCH LAYOUT INFORMATION - GRKO RANCH LAYOUT INFORMATION - GRKO RANCH

EP: Edge of Pavement BFC: Begin Curb and Gutter BS: Begin Sidewalk

BC: Begin Curve EFC: End Curb and Gutter ES: End Sidewalk

EC: End Cuve PFC: Point Curb and Gutter PS: Point on Sidewalk

PC: Point on Curve PP: Pivot Point PY: Point on Double Yellow Line

BT: Begin Tangent PPK: Point on Parking Line PW: Point on Solid White

ET: End Tangent PPV: Point on Pavement ME: Match with Existing Pavement (Fog Line)

PT: Point on Tangent ASW: Ajust Sidewalk PCL: Point on Circle

ABBREVIATION NOTES

POINT NORTHING EASTING ELEVATION NOTES POINT NORTHING EASTING ELEVATION NOTES POINT NORTHING EASTING ELEVATION NOTES

P100 802586.85 1152983.72 4521.26 EP, PC P133 802666.60 1152792.21 4519.55 EP, EC, BC P166 802713.38 1152859.21 4521.49 PPK

P101 802580.23 1153013.35 4521.73 EP, EC, BT P134 802612.09 1152785.10 4519.80 EP, PC P167 802678.46 1152887.47 4521.32 PPK

P102 802600.59 1153019.85 4521.75 EP, BC P135 802626.28 1152789.89 4519.70 EP, PC P168 802749.99 1152746.85 4520.89 PPV

P103 802583.37 1153002.25 4521.55 EP, EC, BC P136 802603.87 1152783.39 4519.83 EP, EC, BC P169 802738.53 1152774.55 4520.84 PPV

P104 802573.80 1153031.87 4522.10 EP, PT P137 802602.91 1152871.48 4520.15 EP, PC P170 802723.54 1152800.51 4520.78 PPV

P105 802570.10 1153042.54 4522.41 EP, ET, BC P138 802654.15 1152812.28 4519.58 EP, PC P171 802705.27 1152824.28 4520.73 PPV

P106 802561.29 1153057.60 4522.99 EP, PC P139 802644.42 1152800.04 4519.60 EP, EC, BC P172 802684.22 1152845.61 4520.73 PPV

P107 802553.10 1153065.26 4522.99 EP, PC P140 802579.43 1152780.34 4519.93 EP, ET, BC P173 802660.21 1152863.64 4520.62 PPV

P108 802544.13 1153069.63 4523.37 EP, PC P141 802607.10 1152763.65 4519.55 EP, EC, BC P174 802669.90 1152809.40 4519.76 PP

P109 802534.51 1153072.25 4523.43 EP, PC P142 802658.89 1152785.84 4519.54 EP, PC P175 802659.14 1152798.95 4519.77 PP

P110 802535.74 1152786.42 4520.19 EP, ET, BC P143 802675.08 1152797.39 4519.65 EP, PC P176 802647.24 1152789.84 4519.81 PP

P111 802486.09 1152783.13 4520.18 EP, EC, BT P144 802694.52 1152796.40 4520.02 EP, EC, BC P177 802629.61 1152780.45 4519.91 PP

P112 802511.57 1152784.82 4520.22 EP, PT P145 802697.83 1152791.86 4519.89 EP, PC P178 802615.42 1152775.63 4519.96 PP

P113 802477.00 1152772.07 4520.00 EP, ET, BC P146 802709.30 1152766.64 4520.18 EP, PC P179 802600.71 1152772.77 4519.97 PP

P114 802478.70 1152752.20 4519.68 EP, EC, BT P147 802870.95 1152703.44 4519.35 ASW, ME P180 802580.85 1152770.43 4519.98 PP

P115 802489.56 1152742.54 4519.60 EP, ET, BC P148 802877.16 1152711.01 4519.40 ASW, ME P181 802562.54 1152768.86 4519.99 PPV

P116 802490.84 1152727.59 4519.15 EP, ET, BT P149 802864.03 1152710.59 4519.80 ASW P182 802540.99 1152767.01 4520.00 PPV

P117 802540.04 1152731.81 4519.18 EP, ET, BT P150 802848.95 1152723.20 4520.69 ASW P183 802524.09 1152765.57 4519.90 PPV

P118 802538.76 1152746.75 4519.61 EP, EC, BT P151 802860.29 1152730.37 4520.94 ASW P184 802501.14 1152763.60 4519.85 PPV

P119 802546.89 1152757.43 4519.76 EP, ET, BC P152 802870.70 1152735.12 4521.64 ASW P185 802491.17 1152762.75 4519.83 PPV

P120 802541.29 1152754.28 4519.72 EP, PC P153 802874.33 1152735.19 4521.78 ASW, ME P186 802505.80 1152743.93 4519.54 PPV

P121 802487.12 1152748.27 4519.64 EP, PC P154 802874.81 1152741.64 4521.90 ASW, ME P187 802525.73 1152745.63 4519.54 PPV

P122 802484.04 1152775.90 4520.10 EP, PC P155 802863.81 1152762.55 4521.74 ASW P188 802813.12 1152707.43 4521.48 PFC, PCL

P123 802546.53 1152777.53 4520.10 EP, EC, BT P156 802858.35 1152755.96 4521.62 ASW P189 802775.37 1152695.25 4521.00 PFC, PCL

P124 802540.15 1152779.16 4520.14 EP, PC P157 802855.70 1152754.42 4521.51 ASW P190 802764.94 1152742.73 4521.44 PFC, PCL

P125 802572.49 1152779.75 4519.95 EP, PT P158 802854.16 1152739.28 4521.33 ASW P191 802801.47 1152749.22 4521.82 PFC, PCL

P126 802597.34 1152782.39 4519.86 EP, PC P159 802851.19 1152736.99 4521.28 ASW P192 802527.26 1152730.71 4519.16 EP, PT

P127 802594.14 1152761.78 4519.55 EP, PC P160 802846.11 1152736.40 4521.19 ASW P193 802507.33 1152729.00 4519.16 EP, PT

P128 802581.13 1152760.41 4519.61 EP, EC, BT P161 802842.37 1152765.32 4521.45 PC, PFC P194 802499.66 1152784.03 4520.20 EP, PT

P129 802554.31 1152758.12 4519.74 EP, PT P162 802777.52 1152759.04 4521.75 PPK P195 802522.30 1152785.53 4520.21 EP, PT

P130 802619.72 1152766.53 4519.74 EP, PC P163 802765.98 1152786.68 4521.75 PPK P196 802743.22 1152917.37 4521.76 PC, PFC

P131 802632.92 1152770.99 4519.55 EP, PC P164 802751.30 1152812.87 4521.72 PPK P197 802697.76 1152873.13 4521.41 PPV

P132 802650.67 1152780.16 4519.54 EP, PC P165 802733.66 1152837.15 4521.60 PPK P198 802625.51 1152938.73 4521.59 PY

LAYOUT INFORMATION - GRKO RANCH LAYOUT INFORMATION - GRKO RANCH LAYOUT INFORMATION - GRKO RANCH

EP: Edge of Pavement BFC: Begin Curb and Gutter BS: Begin Sidewalk

BC: Begin Curve EFC: End Curb and Gutter ES: End Sidewalk

EC: End Cuve PFC: Point Curb and Gutter PS: Point on Sidewalk

PC: Point on Curve PP: Pivot Point PY: Point on Double Yellow Line

BT: Begin Tangent PPK: Point on Parking Line PW: Point on Solid White

ET: End Tangent PPV: Point on Pavement ME: Match with Existing Pavement (Fog Line)

PT: Point on Tangent ASW: Ajust Sidewalk PCL: Point on Circle

ABBREVIATION NOTES

MUTCD REF.

NO. SIGN LEGEND NO. OF

SIGNS

QUANTITY

(SQFT)

REF-1 GRANT-KOHRS RANCH PARKING CLOSED 18 X 54 2 14

REF-2 GRANT-KOHRS RANCH TEMP PARKING AHEAD 18 X 60 2 15

REF-3 GRANT-KOHRS RANCH TEMP PARKING, LEFT 24 X 54 1 9

REF-4 GRANT-KOHRS RANCH TEMP PARKING, RIGHT 24 X 54 1 9

REF-5 BUS AND RV PARKING, RIGHT 24 X 36 1 6

REF-6 VISITOR CENTER CLOSED 18 X 18 1 2

R3-1 NO RIGHT TURN 24 X 24 2 8

R3-2 NO LEFT TURN 24 X 24 2 8

R5-1 DO NOT ENTER 24 X 24 2 8

R6-1L ONE WAY LEFT 12 X 36 3 9

R6-1R ONE WAY RIGHT 12 X 36 1 3

INFORMATION ONLY

TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN

SIGN SIZE

(IN)

TOTAL

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

LENGTH

BUFFER SPACE

Expressway / Freeway

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

ROAD WORK

END

635-6

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

SPACING IN FEET

STATE PROJECT

NUMBER

SHEET

G.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS GRKO 2018(1) MT

U S

C c p w w o r k d g r k o n c .d g n

P

J a n u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

Traffic flow

Traffic flow

See Note 4

W20-1 W20-7W20-4

See Note 4

G20-2

Spacing Table)

(See Length and

(optional)

WORK SPACE (optional)(optional)

(optional)

W13-1P

(optional)

W16-2P

7.

6.

5.

4.

3.

2.

1.

the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

For night time flagging operation, provide floodlighting at flagger stations.

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD name of the contractor on the pilot car.

a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to

NOTE:

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table) TERMINATION AREA

Device spacing

BUFFER SPACE

Channelizing devices

Flagger location

Flagger location

NPS Drwg. No. 451/150564

NPS PMIS No. 250997

50' - 100' 50' - 100' (optional)

See Note 6

10' min.

WIDTH

"X"

AREA

NUMBER

OF POSTS

POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

NO SCALE

635-14

STANDARD APPROVED FOR USE 6/2005

DRAFT: 10/2017

REVISED:

Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

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

(INCH) (INCH)

(INCH)(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

1.5

1.5

1.5

1.5

STATE PROJECT

NUMBER

SHEET

G.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS GRKO 2018(1) MT

U S

C c p w w o r k d g r k o n d .d g n a n u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

S e e N o te

S e e N o te

See Note 4 E d g e o f tr a v e le d w a y

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

CL Post

Local tangent

Bottom of sign panel

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

0.6X

0.2X

D

See post detail (typ.)

Break-away holes.

Long side of post

D

90°

93°

NPS Drwg. No. 451/150564

NPS PMIS No. 250997

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 a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, 200' m in m in

6' - 12'

" dia. bolts 4 1Attach sign panels with a minimum of 2 - 1.

2.

3.

4.

5.

6.

7. State standards may be used as an alternative if approved by the CO.

per post.

H1 and H2 = Overall post length.

Select post lengths to fit field conditions.

D = Post embedment depth for average soil conditions.

In areas where lateral distance is limited, a minimum the curb may be used.

In pedestrian locations, or in areas with obstructed views, NOTE:

See table for hole size parallel to sign face.

Field drill holes through post

MUTCD REF.

NO. SIGN LEGEND NO. OF

SIGNS

QUANTITY

(SQFT)

R1-1 STOP 30 X 30 1 6

R4-7 DRIVE RIGHT 24 X 18 1 3

R7-8 RESERVED PARKING 18 X 12 2 3

REF-9 BUCKLE UP 24 X 18 1 3

REF-10 [1] GRANT-KOHRS RANCH VISITER CENTER, LEFT 24 X 54 1 9

REF-11 [1] GRANT-KOHRS RANCH VISITER CENTER, RIGHT 24 X 54 1 9

REF-12 [1] GRANT-KOHRS RANCH ADMIN OFFICE, LEFT 24 X 54 1 9

REF-13 [1] GRANT-KOHRS RANCH ADMIN OFFICE, RIGHT 24 X 54 1 9

ITEM 63302-0000

SIGN SYSTEM

SIGN SIZE

(IN)

TOTAL

MINIMUM DISTANCE TO SIGN

WOOD POST SELECTION TABLE

SIZE

POST NUMBER OF POSTS

1 2 3 4 D diameter and hole depth

Notch from curb

Offset (W)

Lateral

Height (V)

Mounting

Location

Rural Districts

Residence Districts

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

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

NO SCALE

W633-7

REVISED:

DETAIL APPROVED FOR USE 10/2009

WESTERN FEDERAL LANDS HIGHWAY DIVISION

(inch)

8 x 12

8 x 10

6 x 10

6 x 8

6 x 6

4 x 6

4 x 4

Product of X-Y-Z in CUFT

6'-0"

5'-0"

5'-0"

4'-0"

4'-0"

4'-0"

3'-0"

"4

"4

"2

6 ft 5 ft

7 ft 2 ft

V may be reduced by 1 foot in rural districts for

WOOD POSTS

INSTALLATION

PERMANENT SIGN

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

H.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS GRKO 2018(1) MT

U S

C c p w w o r k d g r k o p c .d g n a n u a r y

SINGLE POST SIGNS

POST DETAIL

THREE POST SIGNS FOUR POST SIGNS

SIGN INSTALLATION ANGLE

SIGNS WITHOUT ANGLES

TYPICAL MOUNTING FOR

Direction of traffic flow

5.

4.

3.

2.

1.

TWO POST SIGNS

of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge

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

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

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

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

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

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

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

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

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

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

Finish ground line rectangle enclosing all the signs.

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

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

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

longest post.

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

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

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

Traffic barrier protection is required for all posts larger than

CL post

Backfill material

W

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

D

Z

.5

Y

H

H

H

V Y

Backfill material

W

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

.5

Y Z

H

H

H

H ty p

D

V Y

V Y

H

Z ty p

D

Same post size

Same post size

Bottom of sign

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

Saw cut notch full width

H

Same post size

Backfill material

(See Post Selection table)

Notch depth (where required)

W

W

Backfill material

.5

Y

Z ty p

D

V Y

H

.5

Y

0.2X0.6X0.2X

NPS Drwg. No. 451/150564

NPS PMIS No. 250997

For all retroflectorized signs where W > 25'

22 ft (max.)

X=14 ft (min.) to maximum

X=5 ft to 12 ft (max.)

X=4 ft (min.)

18 ft (max.)

X=10 ft (min.) to

" outside dia.) 4 1(1 oversized washer

" nonmetallic16

" oversized washer16 5" lock nut16

" bolt16

" bolt thru the post8

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

NOTE:

all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum

STATE PROJECT

NUMBER

SHEET

H.4 NPS GRKO 2018(1) MT

2.

1.

NOTE:

DETAILS

CONCRETE WHEEL STOP

F e b r u a r y

W h e e l S to p s p w w o r k d g r k o p d .d g n

Painted stall lines

1' 1'

"16

2 "16

Formed hole for pin (typ.)

7'-8" within 1" of ends of wheelstop

#4 Reinforcing rods. Extend to

4"

2"

1" R

1" Grout

1" R 1" R

8"

7'-8"

.5

92" CONCRETE WHEELSTOP

SECTION A-A

WHEELSTOP PLACEMENT

HEAD-ON PARKING

of the CO to meet manufacturer's standards.

Variations in wheelstopes will be allowed with the approval

Center wheelstops between, and perpendicular to, stall lines.

Edge of parking

" Sealant2

" Ø Galvanized steel piin, 3' long4

Parking area surfacing

"8

"4

1"

"4

W634-2

REVISED: 10/2012

DETAIL APPROVED FOR USE 10/2007

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PAVEMENT MARKINGS

LINEAR

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

H.7

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS GRKO 2018(1) MT

U S

C c p w w o r k d g r k o p g .d g n a n u a r y required by the maintaining agency.

pavement markings when specified on the plans or when

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

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

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

Place edge line pavement markings at asphalt/concrete

3.

2.

1.

TYPICAL PAVEMENT MARKING APPLICATIONS

CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE

CENTERLINE DETAIL

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

CL

CL

L a n e

L a n e s s w

Transition

Curve widening

Transition

S h o u ld e r s

T ra v e l

L

T ra v e l

L

S h o u ld e r s s L

L s h o u ld e r

L a n e

T r a v e l

L a n e

T r a v e l h o u ld e r

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

Increase spacing between parallel lines markings when specified

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

Turnout

Edge of pavement allow sufficient sight distance

Major approach road

Minor approach

Centerline as required

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

Offset centerline for pavement markings

Design

Edge line when specified in plans

NPS Drwg. No. 451/150564

NPS PMIS No. 250997

4" solid white edge line

4" dotted white line 4" dotted white

4" solid white edge

4" solid double

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

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

2' to 6'

NOTE: