grte13-1_plans.pdf

PROJECT MANAGER

K. GRAY

N

R

E N

OR

A I

N

N

ST F

R

I

D

D E P A

T

NT

OFT A SP

T T

O

U

TE

ATESO

AMER

IC

A

M

NATIONAL

PARK

SERVICE

Lake

Hebgen

Lake

Shoshone Lake

Yellowstone

Y e llo w s to n e

R iv e r

R iv e r

S n a k e

Lake

Jackson

NATIONAL

PARK

YELLOWSTONE

MEMORIAL PARKWAY

JOHN D. ROCKEFELLER, Jr.

PARK

NAT'L

TETON

GRAND

KEY MAP

NATIONAL PARKS

AND GRAND TETON

YELLOWSTONE

W Y

O M

IN

G

ID

A

H O

WYOMING

MONTANA

Faithful

Old

Thumb

West

Lake

Hot Springs

Mammoth

Canyon

Jackson

4 8024

Scale in miles

Moran

Mount Moran

Mount Reid

Mountain Signal

Grand Teton x x x x

N o r t h

P a r k

R o a d

By Letter 11/21/2025

GRAND TETON NATIONAL PARK

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

AT MILEPOST 15.8

REPAIR NORTH PARK ROAD

TYPE OF CONSTRUCTION:

stabilization, underdrain system.

roadway excavation, geotextile Asphalt surface repair, deep patch, DESIGN DESIGNATION:

e (max) V

ADT (2044)

ADT (2024)

Match existing

45 MPH

1,123

SPECIFICATION:

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

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

LENGTH 0.07 MILES

PLANS FOR PROPOSED PROJECT

PROJECT LOCATION

NPS PMIS NO. 264351

WY NP GRTE 13(1)

WYOMING

TETON COUNTY

Grand Teton National Park Park Superintendent, DATE

APPROVED:

Western Federal Lands Highway Division Chief of Engineering, DATE

Lake Jackson

Ocean Lake Two

See Sheet A.3

GRAND

TETON

NATIONAL

PARK

Lake Leigh

Lake Jerry

Matilda Lake Emma

Enos Lake

(disposing) Spread Creek Pit

Moran

(staging/storing) Mudflats Pullout

(staging/storing) Jackson Lake Overlook

:2

P

M

A u g u s t

T it le

S h e e t c p w

-w o rk \d

\g rt e

-1 p ln -g e n

.d g n

PROJECT

NUMBER

SHEET

A.1

NPS Drwg No. 136/198057 NPS PMIS No. 264351

WY NP GRTE 13(1)

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

BK back b.f. back face BM bench mark BP balance point

br. bridge brg. bearing btwn between cc or c. to c. center to center

il. centerline cir. clear CMP corrugated metal pipe col. column cone. concrete conn. connection constr. jt. construction joint cont. continuous cs point of curve to spiral ctrs. centers CUFT cubic foot (feet) culv. culvert CUYD cubic yard(s)

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

E east e superelevation rate e.f. each face El. 94.16 elevation in feet elev. elevation emb. embankment EOP edge of pavement EQ or eq. equation EW edge of water exc. excavation exp. jt. expansion joint f.f. front face fin. finish fig. flange ftg. footing

ga. gage (gauge) galv. galvanized

ID inside diameter IE invert elevation

jt. joint

KSI thousand pounds per square inch

L length of curve 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

o.c.

o. to o.

OD

OG

OHWM

PC

PCC

PCS

PI

pl.

POC

POS

POT

PS

PSF

PSI

PSC

PST

PT

pvmt.

R R.

R/W rdwy.

reinf.

reqd.

rt. or RT rte.

s

SADT

SC

sect.

shldr.

SLRY

spa.

SQFT

SQYD

SRS

ST

STA, Sta.

std.

stgr.

stiff.

struc.

STS

T T.

TBM

thd.

TS

Ts typ.

V vph

VPI

w main line mile post material maximum thousand gallon minimum monument north normal crown on center out to out outside diameter original ground ordinary high water mark 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 pounds per square foot pounds per square inch 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 tangent distance township temporary bench mark thread point of tangent to spiral tangent distance (spiraled curve) typical design speed (velocity) vehicles per hour vertical point of intersection west

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

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 Reservoir; Marshland

�1

-a-

½s

SEC.

--P/L

�El

½s

SEC.

P/L

//// ///NP//// //// //// /NP/ //// ////

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

IV IV IV IV IV IV IV IV fV fV fV c--cc:cCC:CCJ:::::�

� O O o �

---------- 0 0 O _,.� ------l ) Spring or Seep

Treeline; Individual Trees (1/v- {[j

� 0 � 0 Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Boulder; Well; Antenna; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Control Point (Terrestrial and GPS)

G

CP

! n [Q] =

-a:

G WV

.'i'_ .'r.

GPS

NPS PMIS No 264351 NPS Drwa No 136/198057

North Arrow - Slope Stake Limits

Construction Limits

Bottom of Ditch

Fence

Gate with Fence

Cattleguard

Guardrail

Top of Cut Toe of Fill

ZEXISTING

- no symbol -lf-- -X- -X---J< lf-------1: =-= Jf-------l(

PROJECT

WY NP GRTE 13(1)

SHEET

NUMBER

A.2

PROPOSED

JUE IIIE IIIE MIC

Concrete Barrier and Guard Wall

Retaining Wall wall face �v�---.-.v-....,v.----.....,v-.--�v,.;,..:....= :..=..::..,--, --,--,.----�,-

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

O'""'O

[>----------"v--

�---------"v--

-IUD I---

-----"v--

-►�----"v--

:1------"v--

@)1------"v--

-----..UD..._ __

Overhead/ Above Ground Utilities

- - P - - - P - -- P --- P --

Underground Utilities

- ---1 w 1- - ---1 w 1- ---1 w 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, ---[:=J--- Light, Support w/Anchor) �

---0--- --ITD--

----{)---1

TP

Miscellaneous Utility Features � ■

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

Building

Right-of-Way Line

Permanent Easement

Construction Easement

Riprap

NO SCALE

L-

- - - r/w -

- - - P/E -

- no symbol -

Section A-A

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

OFFICE OF FEDERAL LANDS HIGHWAY

PLAN SYMBOLS AND

ABBREVIATIONS

-----RIW--

--PIE-----

--TCE-----

A A l J

WFLHD DETAIL

WlOl-1

SPECIFICATION

APPROVED FOR USE

6/2022

600 12000300600

Scale in feet to Moran, W Y

± 15 m iles

N

END PROJECT

"MAIN 01" 31+60.00

"MAIN 01" 35+50.00

(staging/storing)

Jackson Lake Overlook

(staging/storing)

Mudflats Pullout

M o o s e F a lls m ile s to

N o rth

P a rk

R o a d

© 2025 Microsoft Corporation Earthstar Geographics SIO

BEGIN PROJECT

GRAND

Jackson Lake

TETON

NATIONAL

PARK

:0

O c to b e r

V ic in it y M a p p w w o r k \d

\g r te p ln g e n .d g n

VICINITY MAP

PROJECT

A.3

NPS PMIS No. 264351 NPS Drwg No. 136/198057

Sheet and Description

D E F G H I

PLAN-

PROFILE

SOIL

EROSION

CONTROL

DRAINAGE DEEP

PATCH

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

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 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 809 31 840

A0140 20101-0000 CLEARING AND GRUBBING ACRE 0.1 0.1 0.2

A0160 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1

A0180 20401-0000 ROADWAY EXCAVATION CUYD 1252 128 1380

A0200 20410-0000 SELECT BORROW CUYD 707 93 800

A0220 20702-0000 STABILIZATION GEOTEXTILE SQYD 2667 133 2800

A0240 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 553 27 580

A0260 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 253 7 260

A0280 60201-0800 24-INCH PIPE CULVERT LNFT 80 5 85

A0300 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 200 10 210

A0320 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40

A0340 62201-0350 BACKHOE LOADER HOUR 40

A0360 62201-2050 ROLLER HOUR 40

A0380 62201-3100 HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT HOUR 40

A0400 62301-0000 GENERAL LABOR HOUR 80

A0420 63316-1000 REMOVE AND RESET SIGN SYSTEM EACH 2 2

A0440 63316-2000 REMOVE AND RESET DELINEATOR EACH 2 2

A0460 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID,(WHITE) LNFT 1560 40 1600

A0480 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID,(YELLOW) LNFT 1560 40 1600

A0500 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM LPSM ALL

A0520 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 39 11 50

A0540 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 39 11 50

A0560 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 810 40 850

A0580 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 86 4 90

A0600 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 640 60 700

A0620 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 56 4 60

PAY ITEM

NUMBER

LINE

ITEM

NO.

c:

\p w -w or k\ d0 gr te

-1 _m w -s um m ar y-qu an tit ie s.

xl sm ]S he et

-D ec -2

:4

PM

A M E N D

SUMMARY OF QUANTITIES

QA Review

Remarks and/or Determination of Estimated

Quantity

Estimated Quantities

ALLOWANCEUNITPAY ITEM DESCRIPTION

PROJECT

B.1WY NP GRTE 13(1)

LC

8-inch compacted depth

Roadway aggregate, method 2 compacted depth, placed in two equal lifts

Asphalt concrete pavement, type 1, 4-inch

"MAIN 01"

31+60 to 35+50

2% crown 2% crown

Traveled lane

11' for Deep Patch Details

See G Sheets

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

1:21:

V a r ie s

:2 t o

:4

S lo p e s ta k e l im it s

V a r ie s

:2 t o

:1

S lo p e s ta k e l im it s

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

3' to 5'

Varies

Traveled lane

11'

2'-40'

Varies 2.5' 2.5'

2' to 5'

Varies

1' to 5'

Varies

Shoulder

Profile grade

Shoulder

Existing ground

Existing roadway Proposed pavement structure

Tack coat face

Vertical saw cut

CONNECTION DETAIL

:3

D e c e m b e r

P a v e m e n t R e c o n s tr u c ti o n

T y p ic a l

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

\g r te p ln ty p .d g n

TYPICAL SECTION

PAVEMENT RECONSTRUCTION

PROJECT

C.1

NPS PMIS No. 264351 NPS Drwg No. 136/198057

CSF=0.999640329979

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ORTHOMETRIC

ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

25201 1599830.114 2470926.713 6810.400 43° 59 18.298230 N 110° 40 03.068988 W 6782.0743 0.999640472 5/8" ir w/fhwa alum cap 1.

25202 1600242.768 2470705.051 6812.909 43° 59 22.357904 N 110° 40 06.140965 W 6784.5954 0.99964043 5/8" ir w/fhwa alum cap

25203 1600511.536 2470604.405 6819.408 43° 59 25.005077 N 110° 40 07.543730 W 6791.1017 0.999640154 5/8" ir w/fhwa alum cap

25204 1600742.544 2470364.153 6821.514 43° 59 27.269559 N 110° 40 10.852518 W 6793.2156 0.999640138 5/8" ir w/fhwa alum cap

SLIDE1 1599139.085 2471200.340 6809.111 43° 59 11.493058 N 110° 39 59.259449 W 6780.7643 0.999640439 5/8" ir w/fhwa alum cap

SLIDE2 1599364.153 2471100.211 6810.575 43° 59 13.708736 N 110° 40 00.650761 W 6782.2355 0.999640403 5/8" ir w/fhwa alum cap

COORDINATE SYSTEM : Wyoming West SPCS NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

EPOCH DATE : 2010.000

CADD SYSTEM COORDINATE SYSTEM : WY83/2011-WIF NSRS11(NAD83/2011) Wyoming, West Zone, International Foot

PROJECT : Repair North Park Road at Milepost 15.8 DATE OF FIELD WORK : August/September 2025

DATE OF FINAL ADJUSTMENT : 9/4/2025

PROJECT UNITS : International foot

-O ct -2

:5

PM

C

U se rs \a da m

.d av ie s\

D oc um en ts \P ro je ct s_

\T et on s\

N

PR

_m p1

5.

sl id e\ fie ld d at a

8-

\I nf in ity \N

PR

m p1 5.

sl id e tr av er se

\E xp or te d D at a\

[W Y

N P

G R

TE

3(

1) _m p1 5.

sl id e co nt ro l-sh ee t.

xl sx ]S he et

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

PROJECT

D.1WY NP GRTE 13(1)

SHEET

SURVEY CONTROL

:0

A

D e c e m b e r

T a b u la ti o n o f P la n Q u a n ti ti p w w o r k

\d

\g r te p ln p r o f il e .d g n

PLAN QUANTITIES

TABULATION OF

PROJECT

D.2

N23°57'47"W

.0

P

O B

.0

P

O E

C P

C P

NORTH PARK ROAD

"MAIN 01" 31+60

"MAIN 01" 35+50

E= 2470878.2728

N= 1599896.8963 E= 2470719.8751

N= 1600253.2815

See F Sheets for details Standard underdrain system

33+10 to 35+10 RT

Phone: (719) 464-4222 kkennedy@diamondcomm.com

Karl Kennedy

Optic - Communication)

Diamond Communication (Fiber

UTILITY OWNER CONTACT:

BEGIN CONSTRUCTION

END CONSTRUCTION

Construction limit

Construction limits

Slope stake limit

Slope stake limits

"MAIN 01" Line to be constructed

Edges of pavement

Profile grade

Existing ground

See F Sheets for details

24-inch pipe culvert

33+90 reset sign system

Remove and reset sign system

Remove and reset delineator

Remove and reset delineator

Remove and

Remove existing culvert fiber optic

Locate and protect

Existing 24-inch culvert

Edges of shoulder outlet

Underdrain

33+60

Underdrain outlet

34+60

N

31+0031+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50

6,792 6,792

6,796 6,796

6,800 6,800

6,804 6,804

6,808 6,808

6,812 6,812

6,816 6,816

6,820 6,820

6,824 6,824

6,828 6,828

6,832 6,832

+0.09%

+1.29%

.0

.7

HLSD = INF'

K = 167

200' VC

,8

.6

,8

.9

,8

.0

,8

.6

:0

J a n u a r y

M

A

IN

p w w o r k w f l\ d

\g r te p ln p r o f il e .d g n

31+60.00 to 35+50.00

"MAIN 01"

PROJECT

D.3

N23°57'47"W

.0

P

O B

.0

P

E

C P

C P

N

BEGIN PROJECT

31+60.00

BEGIN RECONSTRUCTION

Fiber rolls, typ.

Fiber rolls, typ.

Slope stake limits

Proposed edges of pavement

END PROJECT

35+50.00

END RECONSTRUCTION

pine in place

Protect white bark

Existing tree line

:3 a n u a r y

S o il

E ro s io n C o n tr o l P la n p w w o r k w f l\ d

\g r te p ln e c .d g n

SOIL EROSION CONTROL PLAN

PROJECT

E.1

WY NP GRTE 13(1) E.2

10.4 x 16 20301 -1900

60201 -0800

60501 -0000

Station

ES

TI

M A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

R

EM

O V A L

O F

PI

PE

C U

LV

ER

T

-I

N C H

P

IP

E C U

LV

ER

T

S

TA

N D

A R D

U N

D

ER

D R

IN

S

YS

TE

M

S K

EW

A N

G

LE

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

FEET CUYD EACH LNFT LNFT Lt Rt 33+90 3 11 1 80 45 x/C&P 33+10 to 35+10 200

PROJECT TOTAL 11 1 80 200

Allowable Pipe Material

NOTE: A Aluminum

1. Steel pipe culvert minimum wall thickness is the thickness 4. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for AS Aluminized steel required by the Std. 602-1 fill height table. all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable cell class. C Concrete

2. Aluminized steel pipe culvert minimum wall thickness is the 5. See Std. 602-7 for acceptable concrete cell class. GS Galvanized steel thickness required by the Std. 602-1 fill height table (steel). 6. Structural excavation quantity based on material excavated inside the vertical planes located P Plastic

3. Aluminum pipe culvert minimum wall thickness is the 18 inches outside and parallel to the limits of footings or foundations. (blank) Any appropriate material thickness required by the Std. 602-1 fill height table. x/__ Any appropriate material except __

PAY ITEM NUMBER

-D ec -2

:3

AM

c:

\p w

-w or k\ d0 gr te

-1

_D ra in ag e2 4.

xl sx

]S he et

TABULATION OF DRAINAGE QUANTITIES

PROJECT

F.1WY NP GRTE 13(1)

SHEET

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

NO SCALE

Bottom of roadway excavation6" collector pipe

6" outlet pipe

Geotextile filter, class 1, non-woven

Underdrain backfill

Stabilization geotextile

Underdrain trench

2%

P r o f il e g r a d e

R o a d w a y e x c a v a ti o n l im it

C o ll e c to r p ip e

R o a d w a y e x c a v a ti o n l im it

D it c h li n e or Outlet pipe

COLLECTOR AND OUTLET PLAN

FOR DEEP PATCH AND BACKFILL

COLLECTOR AND OUTLET PIPE DETAIL

UNDERDRAIN TRENCH DETAIL

PLAN VIEW

EXCAVATION AREA

2%

12"

18"

:0

D e c e m b e r

D e e p

P a tc h D r a in a g e D e ta il p w w o r k \d

\g r te p ln d p .d g n

DEEP PATCH DRAINAGE DETAILS

PROJECT

F.2

WY NP GRTE 13(1) F.3

WY NP GRTE 13(1) F.4

FOOTNOTE:

[1]

[1]

Includes 3' overlap.

:3

O c to b e r

T a b u la ti o n o f D e e p P a tc h Q u a n ti ti p w w o r k \d

\g r te p ln d p .d g n

PATCH QUANTITIES

TABULATION OF DEEP

PROJECT

G.1

LC

NO SCALE

DEEP PATCH

"MAIN 01"

33+10 to 35+10

DEEP PATCH TRANSITION

"MAIN 01"

4-inch depth, placed in two lifts

Asphalt concrete pavement, type 1, Roadway aggregate, method 2, 8-inch depth

20'

35+10 to 35+30

32+90 to 33+10

Select borrow

Stabilization geotextile topsoil

Place conserved geotextile at face

Edge of stabilization

Existing ground and outlet pipe detail

See Sheet G.3 for collector layer a minimum of 3' at centerline.

at 12" vertical spacing. Overlap each

Place 4 layers of stabilization geotextile

See Sheet G.3 for underdrain trench detail

Select borrow pavement reconstruction

See C Sheets for

15' roll width

27' full width geotextile coverage e x c a v a ti o n r o a d w a y

1:5

:1 a n u a r y

D e e p

P a tc h D e ta p w w o r k w f l\ d

\g r te p ln d p .d g n

DEEP PATCH DETAILS

PROJECT

G.2

PLACEMENT AT PIPE

STABILIZATION GEOTEXTILE

NO SCALE

LC

4' pipe dia.

and stabilization geotextile

3" soil cover between pipe

Stabilization geotextile

Pipe, 24" the springline over the top of the culvert

Redirect geotextile layers at or above select borrow cover between stabilization geotextile

Space equal distance apart, 3"

33+90

:0

D e c e m b e r

S ta b il iz a ti o n

G e o te x ti le

P la c e m e n t a t

P ip e D e ta p w w o r k \d

\g r te p ln d p .d g n

PLACEMENT AT PIPE DETAIL

STABILIZATION GEOTEXTILE

PROJECT

G.3

:5 c to b e r

T a b u la ti o n o f T e m p o ra ry

T ra ff ic

C o n tr o l

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

\g r te p ln tt c .d g n

TRAFFIC CONTROL QUANTITIES

TABULATION OF TEMPORARY

PROJECT

H.1

WY NP GRTE 13(1) H.2

WY NP GRTE 13(1) H.3

WY NP GRTE 13(1) H.4

WY NP GRTE 13(1) H.5

WY NP GRTE 13(1) H.6

WY NP GRTE 13(1) H.7

WY NP GRTE 13(1) H.8

:4

O c to b e r

T a b u la ti o n o f P e r m a n e n t

T r a f f ic

C o n tr o l

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

\g r te p ln p tc

.d g n

TRAFFIC CONTROL QUANTITIES

TABULATION OF PERMANENT

PROJECT

I.1

WY NP GRTE 13(1) I.2