B08_Solicitation_-_Att_2_-_Drawings.pdf

Project Location

WYOMING KEY MAP

TYPE OF CONSTRUCTION:

Grading, aggregate base, asphalt concrete paving, parking lot, drainage, and structure.

DESIGN DESIGNATION:

American Association of State Highway and Transportation Officials, Bicycle Facility Design Guidelines

V 20MPH

e(max) 0.020

SPECIFICATION:

PLANS PREPARED BY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

VANCOUVER, WASHINGTON

PROJECT MANAGER

K. GRAY

PATHWAY LENGTH = 0.845 MILES

N

YELLOWSTONE

NATIONAL PARK

JOHN D. ROCKEFELLER JR.

MEMORIAL PARK.WAY

PROJECT LOCATION

See Vicinity Map on Sheet A.4

CARIBOU - TARGHEE

NATIONAL

FOREST

BRIDGER - TETON

NATIONAL

FOREST

TETON

WILDERNESS

J'tll,, .re.. c Limits of Grand Teton

BRIDGER - TETON

Teton Pass

Gros Ventre River Bridges

Park Pathways Phase V Connection

Project

NATIONAL ELK

REFUGE

SCALE IN MILES

NATIONAL

FOREST

PROJECT

NUMBE

I A,1

SECTION INDEX

A. GENERAL INFORMATION

B. SUMMARIES

C. TYPICAL SECTIONS

D. PLAN & PROFILE

E. EROSION CONTROL

F. DRAINAGE

G. STAGING LOCATIONS

H, ROADWAY DETAILS

I. TEMPORARY TRAFFIC CONTROL

J, PERMANENT TRAFFIC CONTROL

See Sheet A.2 for Index to Sheets.

Digitally signed by JESSICA

JESSICA BROWN BROWN

APPROVED:

BRENTLCOE

Chief of Engineering, Date: 2024.08.21 22:07:56-06'00'

Digitally signed by BRENT L COE

Date: 2023.03.02 14:50:58-08'00'

DATE

Western Federal Lands Highway Division

U. S. DEPARTMENT OF THE INTERIOR

FEDERAL HIGHWAY ADMINISTRATION

PLANS FOR PROPOSED PROJECT

PMIS #207761

PATHWAYS - PHASE V

GRAND TETON NATIONAL PARK

TETON COUNTY

WYOMING

PMIS #207761 - PROJECT SPECIFICATIONS

PMIS #207761

I STATE I PROJECT INt'tt E

:JR

� I WY I I A.2

§ INDEX TO SHEETS INDEX TO SHEETS

,i A. GENERAL INFORMATION H. ROADWAY DETAILS i A.1 TITLE SHEET H.1 BOULDER DETAIL

A.2 INDEX TO SHEETS H.2 DETECTABLE WARNING PANEL DETAILS

� A.3 PLAN SYMBOLS AND ABBREVIATIONS H.3 CURB AND GUTTER DETAILS

,- A.4 VICINITY MAP H.4 SUBEXCAVATION

A.5 SITE PLAN H.5 BENCH FOOTING DETAIL

A.6 SURVEY CONTROL H.6 BOULDER BIKE RACK

B. SUMMARIES I. TEMPORARY TRAFFIC CONTROL

1.1 TABULATION OF TEMPORARY TRAFFIC CONTROL QUANTITIES

1.2-4 STANDARD DRAWINGS (635-1, 635-6, & 635-14)

B.1-2 SUMMARY OF QUANTITIES

C.TYPICAL SECTIONS

C.1 J. PERMANENT TRAFFIC CONTROL

.. C.2

PAVEMENT CONNECTION DETAILS

TYPICAL SECTIONS J.1 TABULATIONS OF PERMANENT TRAFFIC CONTROL QUANTITIES

I J.2 PERMANENT TRAFFIC CONTROL SAGEBRUSH PARKING LOT

i

D. PLAN & PROFILE J.3-4 STANDARD DETAILS (W633-7 & W634-1)

1!

D.1 TABULATION OF PLAN AND PROFILE QUANTITIES J.5 SNOW POLE HOLDER DETAILS

� D.2-10 PLAN AND PROFILE 800+60 TO 843+24 J.6 THREE-PANEL SIGN DETAIL

8 D.11 SAGEBRUSH PARKING LOT PLAN

� D.12 PATHWAY 3 ALIGNMENT SITE PLAN

D.13 PLAN AND PROFILE 14+00 TO 16+00

E. EROSION CONTROL

E.1 TABULATION OF EROSION CONTROL QUANTITIES

E.2 EROSION CONTROL PLAN OVERVIEW

E.3-7 EROSION CONTROL PLANS 800+60 TO 843+24

E.8 STABILIZED CONSTRUCTION EXIT TYPICAL SECTION

E.9-10 STANDARD AND DETAIL DRAWINGS (157-5 & W157-21)

F. DRAINAGE

F.1 TABULATION OF DRAINAGE QUANTITIES

F.2 802+69.1 CONCRETE BOX CULVERT PLAN AND PROFILE

F.3 803+94.0 CONCRETE BOX CULVERT PLAN AND PROFILE

F.4 819+70.6 CONCRETE BOX CULVERT PLAN AND PROFILE

F.5 828+14.1 CONCRETE BOX CULVERT PLAN AND PROFILE

F.6 CONCRETE BOX CULVERT STRUCTURAL DETAILS

F.7 CONCRETE BOX CULVERT RIPRAP DETAILS

F.8-11 STANDARD DETAILS (602-1, 602-2, 602-3, & 602-4)

G. STAGING LOCATIONS

G.1 KELLY STAGING AREA

G.2 RKO STAGING AREA

" G.3 NPS SPREAD CREEK STAGING AREA

G.4 TEMPORARY AND EXCESS TOPSOIL STOCKPILE DETAIL

I

INDEX TO SHEETS

Ll

Llc

(ZJ

0s abut.

ADT

AH

appr.

BK

BM

BP

br.

brg.

cc or c. to c.

E cir.

CMP

col.

cone.

conn.

constr. jt.

cont.

cs ctrs.

CUFT

culv.

CUYD

D

DHV

dia.

diag.

diaph.

dist.

drwg(s).

E e El. 94.16 ft elev.

emb.

EP

EQ or eq.

ER

EW

exc.

exp. jt.

fin.

fig.

ft2 ft3 ftg.

ga.

galv.

hdwl.

hex.

HW

ID

jt.

L lam.

/at.

LNFT

long.

LPSM

Ls

It. or LT

LW

total central angle curve central angle diameter spiral central angle abutment average daily traffic ahead approach back bench mark balance point bridge bearing center ta center centerline clear corrugated metal pipe column concrete connection construction joint continuous point of curve to spiral centers cubic foot (feet) culvert cubic yard(s) diameter design hourly volume diameter diagonal diaphragm distance drawing(s) east superelevation rate elevation with number elevation embankment edge of pavement equation edge of road edge of water excavation expansion joint finish flange square foot cubic foot (feet) footing gage (gauge) galvanized headwall hexagon high water inside diameter joint length of curve lamination latitude linear foot (feet) longitudinal lump sum length of spiral left low water

NOTE:

M.L.

M.P.

mat/.

max.

MGAL

min.

mon.

N

NC

0. C.

o. to o.

OD

OG

PC

PCC

PCS

PI

pl.

POC

POS

POT

PS

PSC

PST

PT

pvmt.

R

R.

R/W rdwy.

reinf.

reqd.

rt. or RT rte.

s

SADT

SC

sec.

sh/dr.

SLRY

spa.

SQFT

SQYD

SRS

ST

STA, Sta.

std.

stgr.

stiff.

struc.

STS

sym.

T T.

TBM

thd.

TS

Ts typ.

V vph

VP/

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

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

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

¼ Section Line

¼ Section Corner (Found, Projected)

½6 Section Line

½6 Section Corner (Found, Projected)

Property Line w/Found Property Comer

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Fiber Roll or Wattle

Silt Fence

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir; Marshland

Spring or Seep

Treellne; Ind/v/dua/ Trees

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Control Point (Terrestrial and GPS); Jump Hub

��,l_!l ;-r.

( 400 .I

3� 1L 31

• If 6

'I

////////NP////////////////NI'/////// ////,

/ / //NWR// /�NWIC/ / / NWR/ / / / NWR ///

■ la

GPS

-4-

JH

el

I STATE I

I WY I I A.3

North Arrow $ - z

EXISTING PROPOSED

Slope Stake Limits Top of Cut

Toe of FIii Transition -·-------

Fence

Gate with Fence

Catt/eguard

Guardrail

Concrete Barrier

Retaining Wall

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 wall face --V-V V ,.-----v- --------eJ --.--- ..... Tr f-----�

-IUD ---IUD�

P --P---P--

--I w 1------1 w � FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, P = power, SA = sanitary sewer, SD = storm drain, 55 = storm sewer, STEAM = steam, T = telephone, 1V = CA 1V, W = water

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

Miscellaneous Utility Features T •

EM = electric meter, T = telephone pedestal, 1V = CATV pedestal, UP = transformer or junction box, WF = water fountain

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

NO SCALE

- -o-FY..:!:!- - R/W

- no symbol TCE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

PLAN SYMBOLS

AND ABBREVIATIONS

DETAIL APPROVED FOR USE 11/2001 DETAIL

REVISED: 9/2005 1/2007 10/2009 10/2014 I WlOl-1

,.i i

.gi1 i1

N

TARGHEE

NATIONAL

FOREST

i i '

1'\

1\

1Y'

1I it-

GRAND

TETON

NATIONAL

PARK

BRADLEY

LAKE._ ..

TAGGART

LAKE

--1< t/ff///////_,,/////1/f-

/f/l

PHELPS

LAKE

�/,IL..

PROJECT LOCATION 't

PATHWAYS - PHASE V

PMIS #207761

See Sheet A. 5 for Site Plan

:::jl//1 1 �

,.......,...,...._ 1///// ,�

-;:: �I -::::. 0 -:::.. i'

TETON •

VILLAGE

1/r o

� \ Jackson rrv---.b � ; . . Lake Lodge

"1 I _f---3 '�)

� JACKSON

"\;f

\ LAKE

, r-----,-5

1e-rotl

Cunningham cabin • /..

c:111 y/JI TrlangleX S" Ranch

-::i:

1"

;y11/11

1!

t:.

s

-::i:1' v'

7// ........ _

Teton s&{fc{ /,...,. \_ School ./ • �

"-"" KELLY

�oo

/ "V•

GROS

VENTRE

CAMPGROUND

Airport Pit Staging Area

Ventre

KELLY Staging Area

SCALE IN MILES

1 0.5 0

'- EMMA

) MATILDA

LAKE �::::::::

� FHWA FIELD OFFICE

WI

RKO Staging Area \ :::: � '////////////////-- V/111/

-✓///1

STATE PROJECT

WY

BRIDGER-TETON

NATIONAL FOREST

NPS SPREAD CREEK STAGING AREA

LOWER

SLIDE

KE

-e;...,,�

'>. 0 0

-----· . ���s'1i�REEK � '-----..

VICINITY MAP

SHEET

NUMBER

A,4 PMIS #207761

ii � <: 0 ,, ..,, 0

;p ... 0:

"'"' :§ I �

0, 1 , ,\ I � -� �I �I:, 11�o �� � {l.'/.,q

Sagebrush Drive �

I l i

II 8

� .. i♦\ \L Jackson Hofe Goff and

I Tennis Club r- �' <-1_,,, Ji - ■ g . I •

I

I

0:

i 0, ,5l-

4\

• I cyclone Jrrigati<I' DitC/J aucl<Skin lrrigat1, on Ditch

ENDPRO.JECT

PATHWAY 3

16+00

Sagebrush Drive

\.uc.3s 1rrigat;o�

VfiGe ll- .O,,;

END PATHWAY

843+23.82 =

BEGIN PATHWAY 3

14+00

4� �"" a,,�"'o., 4��

BEGIN PROJECT

PATHWAY

800+60.00 ui ::j

I .I I o�.7_;),;:;;;..�

. ,� . • l'l

I � Gros Ventre Irrigation Bridge c;ros ventre Ri'ler

Gros Ventre River Bridge �

(:,fO�

{l.oao

--ie<'tre

,l'iS'

.,a.., �-!' .:,e

STATE PROJECT

WY

N

SCALE IN FEET

200 100 0 200

SITE PLAN

SHEET

NUMBER

A.5 c:

\p w -w or k\ d gr te af

_C on tr ol

S h e et

.x ls x ]S h ee t -J an -2

:2

W

FL

H D

G O B

LE

D e si g n ed b y

C h e ck ed b y:

STATE PROJECT

A.6

SHEET

NUMBER

WY

SURVEY CONTROL

,.i

I i

.g,1 i1

I

{1}

Saw cut existing asphalt

Existing Match existing pavement elevation and cross slope pav:�e��s��a:e_ �

- - - - - - -v/T/7777777» /.../7777777771

CONNECTION DETAIL

STATE PROJECT

WY

FOOTNOTE'

llJ Saw cut vertically according to Section 203.

Pavement Connection Detail

SHEET

C.1 PMIS #207761

i, i< i 1!

cS�_, ii

�I c::: :!= 11� tr a�

Varies from 3' to 9'

I

Variable 2' Topsoil Fores/ope

1:6

'i.

5' 5' 2'

Fores/ope '1.S'Min.

Profile grade point

./:4

� Select borrow

Placing conserved topsol1, 5-inch depth

I

Asphalt concrete pavement, type l, 3-inch compacted depth

Roadway aggregate, method 2, 6-inch compacted depth

FILL CONDITION

Access Road Profile See Sheet D.3

3'

Paved Apron

,_ :J(o w:� r::;.."Ji}o-:;.�-�.00·:� �:.--.-],_ 0:���-�9��!�-

PATHWAY

AND PATHWAY CONNECTOR

TYPICAL SECTION

800+60 to 843+23.82 PATHWAY

14+00 to 16+00 PATHWAY 3

Variable Topsoil

Vaires from 3' to 9'

., � �� � 11 o1 .!;!

"'2 a ij I� '5 i!l. o�---� ill ---,-------

\_ Existing ground r:,��g,! CJ'-7JiC'Jt,th Aggregate-topsoil course, 3-inch compacted depth

CUT CONDITION

'i.

5' r£ t 5'

STATE PROJECT

WY

Asphalt concrete pavement, type 1, tapered to edge of culvert

PATHWAY AT BOX CULVERTS

TYPICAL SECTION

SHEET

NUMBER!

C,2

Roadway aggregate, I , 3' , I

Asphalt concrete pavement, type 1, 3-lnch compacted depth 5' Variable. Variable 5' 5' Variable Variable 5' method 2, 6-inch compacted depth

PAVED APRON

AT INTERSECTION

WITH ACCESS ROAD

Roadway aggregate, method 2, 6-inch compacted depth l ~·� I

Topsoil I Fores/ope

! l i!l. .f9 � .. "' 1l. '5 0 " ii1 IE

1% Slope (typ.)

Aggregate-topsoil course, 3-lnch compacted depth

Fores/ope

Profile grade point

Roadway aggregate, method 2, 6-inch compacted depth

Topsoil

CUT CONDITION

qJ � g.::::

�� a ..

1., ,::

'6 !

l � ------ --

- - - -� Existing ground

�a

FILL CONDITION

ACCESS ROAD

TYPICAL SECTION

10+00 to 11+18.12 ACCESS ROAD f���g,f, conserved Existing Pavement

Existing pavement structure Do not disturb

16.5' Parallel Parking

1.5%Slope

.. ,--q.::o·.-�:�o:?o

Q-,.-: '?·0

• •• ::��0:-.-:, Asphalt concrete pavement, type 1, 4-inch compacted depth, place in two equal lifts with tack coat between lifts

Roadway aggregate, method 2, 12-inch compacted depth

1.5'

SAGEBRUSH PARKING LOT

TYPICAL SECTION

5' Variable 5'

Sidewalk Topsoil l'

Bench

./:4

.,~ I�g..!;!

�� .rs 0"

�a

Placing-cOiiserveo topsol1, 5-inch depth

Sidewalk, exposed aggregate concrete (4-inch depth)

Roadway aggregate, method 2, 6-inch compacted depth

6"x6" W4. D x W4. D welded wire reinforcement

Curb and gutter, concrete, 12-inch depth See Sheet H.3 NO SCALE

5-inch depth

NOTE:

1 . Embankment material will be select borrow. See D.1 for additional information.

FOOTNOTE:

£11 See Sheet D.11 far Northing, Easting and Elevation information.

121 Place a minimum pavement depth of 1.5 inches on top of the box culverts. Coordinate lifts with CO.

TYPICAL SECTIONS

I STATE I PROJECT IN�i

:JR

� EARTHWORK OUANTITIES I WY I TLAP TAT SR.565(1) I D,1

0 ROADWAY EXCAVATION ROADWAY EMBANKMENT

" MASS HAUL Pav Item 20401-0000 FIO 20402-0000 FIO FIO FIO 20410-0000

NOTE: (+)

(-) Topsoil Hole: 1. CCY - Compacted Cubic Yard - Topsoil topsoil One cubic yard of material after it

,.i Removal Total has been compacted to specification Roadway included in Subexcavation Excavation Roadway removal (+) Total Excavation Mass density.

1 Excavation Roadway (Not available Available Prism included in Subexcavation Embankment Embankment Ordinate Select Borrow

� Excavation for Fills) for Fills the 2. RO - For Information Only

(Not available preparation for 3. Topsoil depth used for calculations: 0.85' ,- embankment � for Fills) � foundation

" CUYD CUYD CUYD CCY CUYD CUYD CCY CCY CUYD

PARKING LOT 204 15 0 170 9 0 9 161 161 0

PATHWAY/PATHWAY 3 103 103 1,572 0 1,968 2,912 1,572 6,452 -6,452 -6,291 6,291

TOTAL 307 118 1,572 170 1,977 2,912 1,572 6,461 6,291

ITEM 63316-1000 ITEM 20301-2400 ITEM 64603-0300

REMOVE AND RESET SIGN REMOVAL OF SIGN FIXTURE BENCH (GOVERNMENT FURNISHED)

LOCATION I LT/RT I SIGN LEGEND/ QUANTITY LOCATION QUANTITY LOCATION QUANTITY

DESCRIPTION (EACH) (EACH) (EACH)

Sagebrush Parking Lot I LT !LEAVING GRAND TETON NP 1 Temporary Pathway Connection 3 Sagebrush Parking Lot 1

TOTAL l TOTAL 3 TOTAL l

TABULATION OF PLAN AND PROFILE QUANTITIES ITEM 20301-0200 ITEM 25125-0000

QUANTITIES REMOVAL OF BOULDER BOULDER (BIKE RACK,

ITEM DESCRIPTION UNIT PARKING QUANTITY GOVERNMENT FURNISHED) PAJHWAY TOTAL LOCATION LOT (EACH)

20101-0000 CLEARING AND GRUBBING ACRE 3.1 0.3 3.4 LOCATION QUANTITY

Sagebrush Parking Lot 14 (EACH) 62405-0350 PLACING CONSERVED TOPSOIL SQYD 2,924 293 3,217 TOTAL 14 Sagebrush Parking Lot 3

TOTAL 3

ITEM 21101-1000 ITEM 60905-1000

ITEM 60902-1000

ROADWAY OBLITERATION, METHOD 1 GUTTER, CONCRETE

CURB AND GUTTER,

CONCRETE 12-INCH DEPTH

LOCATION LT/RT QUANTITY

QUANTITY (SQYD) QUANTITY LOCATION (LNFT)

LOCATION (LNFT)

Q" � Temporary Pathway Connection LT 90

,, Sagebrush Parking Lot 20 Sagebrush Parking Lot 153 ITEM 61505-1000 � Sagebrush Parking Lot LT 238

�' TOTAL 20 TOTAL 153 ACCESSIBILITY RAMP, CONCRETE "" TOTAL 328

QUANITTY

_, LOCATION (EACH)

ITEM 20402-0000 ITEM 20301-0700 ITEM 25126-0000 SUBEXCAVA TION Sagebrush Parking Lot 1

REMOVE AND RESET REMOVAL OF DELINEATOR TOTAL l

-: BOULDER QUANTITY LOCAITON Length Width Depth QUANTITY LOCATION LT/RT (EACH) I (CUYD) QUANTITY Station Station (FT) (FT) (FT)

LOCATION (EACH) 800+60 I to 809+50 890 19 939 TABULATION OF Sagebrush Parking Lot LT 1 1.5

Sagebrush Parking Lot 10 Sagebrush Parking Lot LT 1 As directed by CO 600 19 1.5 633 PLAN AND PROFILE

TOTAL 10 TOTAL 2 TOTAL 1,572 QUANTITIES

STATE PROJECT

SAGEBRUSH DRIVE �

WY

,.i N

1 1� I ---q-

C'.'9)(;,o

-•W•L Subexcavation See she�t/H. 4 i

�16372 ';1

1316368 ll6366

KEYMAP

NOTE:

,.----------- SPRING GULCH ROAD

�1

/ �I "- //} / / / p' .-m::::::...__ ._,,�o

- - �00 0

�o � - l,o-- u _, � � .. /I,;;: ', ' L-��-

EX1samc .. THW:;;- a,, . �-;· :1/ -, ZJ

)i t /

!Line to be constructed

• I y -- /

/ .�---- ·-'C,/ ✓

SCALE IN FEET

2FiR 20 40

1. Staking notes for 800+60.00 to 843+23.82 provided with the government-furnished information. Curve= PATHOS-!

ll• 52° 17' os· (LD R= 130.00'

Edge of pathway

PLAN AND PROFILE

800+60 TO 802+00

BEGIN PROJECT

PATHWAY

800+60.00

N= 1446635.66 E= 2449738.38 El= Match existing

T= 63.81' L= 118.63'

800+00

801+00 802+00

SHEET

NUMBER

D,2

0 " ,.i i f

�16374

';1

1:'

1316370 ll6368

801+00

SAGEBRUSH DRIVE ♦ - z

N

KEYMAP

v.c. : 24.00' K = S.93 e = 0.12'

550 = 108'

Edge of pathway

802+69 8 feet span, 3 feet rise precast reinforced concrete box culvert, see Section F for details

::!l'"'gl,, ..;O!,..;C!

,-..M·co..,.

sfd :;::fd

-1.6_o�

10+00 ',� --

0.

;t ci �� Existing ground I,.; "'"' �� a:

20+00

ACCESS ROAD PROFILE

802+00

Curve= ACCESS-1

I!.= 21° 17' 51" (LT)

R:= 50.00' T= 9.40' L: 18.59' iS

VlO

�c§ 'U

Curve= ACCESS-2

/:!= 21 ° 22' 07" (RT)

R= 100.00' T= 18.87' L= 37.30'

Flow - �" �jJ. W� -, l�- 1 n

I - 1/,d,v

66'16+?1 .lQd w "'

STATE PROJECT

WY 0{3( Al

:c:

SPRING GULCH ROAD

\\ t

C

J ' y-- �--, -- .-: :---,..._,_� ��� L. - -- - - --�

1 802+00 to 807.+'-- - - :f d >- -< d -

�ub_excavat,on � - - -

10 '" ee sheetJH.4 '°' - _

'2:.FJo w jl §I' �' j• u'

-,{) _L 5/ k ts

,o, � Oa>

°' -10:II-

803+94 8 feet span, 3 feet rise precast reinforced concrete box culvert, see Section F for details

Line to be constructed

SCALE IN FEET

20 10 0 20 40

0, 0 "

Curve= PATH0S-2 tJ.= 36° 30' 07" (LTI R= 74.00'

Curve= PATH05-3

I!.= 59° 30' 07" (RT)

R= 74.00'

Curve= PATHOS-◄ /Ji,,= 54° 58' 02" (LT) R= 74.00'

Curve= PATH05-5

I!.= 22° IS' 09" (RT)

R= 300.00'

PLAN AND PROFILE

802+00 TO 807+00

T= 24.40' L:= 47.14' u '1111:

0.50%

T= 42.30' L= 76.85' cir"?

gl,,. a, v +" MM g"'

T= 38.50' L= 70.99'

Profile grade

-0.�

� f',. ----/-\U t-------

/\ I "- ____ _.... \ I -�------.../ \ I \ I

_ ,,,, '; I

Existing ground 1 tl � e� �� � r:: v.c. = 110.00' � r::

:,,"_:8t K= 110.00:

�-"_:8t v.c. = 100.00' K = 74.07 e = -0.17'

SSD = 849'

:��i� e =-0.14': �.�i� !:���a SSD = 1134� f���a �:l!l!.s � ���.s � co:cor"') �.a coco(") �-0

T• 59.00' L= 116.51' v.c. =: 100.00' K = �00.00 e..: 0.13'

550" 441'

--�l:e m OM .t � g "' v.c. = 100.00' K = 116.02 e = 0.11•

SSD: 499'

�� gl_+ ;!:

,o M g"'

SHEET

NUMBER

D.3

803+00 804+00 805+00 806+00 807+00

,.i i i

SAGEBRUSH DRIVE .......__ z e

' SPRING GULCH ROAD --=------

--- - STATE PROJECT

WY

SHEET

NUMBER

D,4

N -------<J7f-

1 H

-- - -6375-i;; � id --- -

1-.,.. -Id il =:----1-.1

·6l7S � ,-.-- - - - - i>�- <d le £- '-. de/ •� _ _t,_·

-�-QL\;J- - -

KEYMAP

-10::11 a, 807+00 to BQ9+50

Subexcavation See sheet_H,J4 o

·-...__ C

0 lg � -- :' /� �1

�...-e r�

\ ,o,7 <

'°' <01\,. N -10: CX, .... .... a Cle

-I0::11- \ «,- 10.

0 -- o, ex, """ - 0 ,o, � IQ,� J' � ¢

'! "' u +

N'

� � � ;i, \0 � / 0 I;:\ t!.1'_17• QZ'. E

7----____.., ..-�

�-- h --l?

Edge of pathway

I

Slope stake limits Line to be constructed

Pf'f}fi!e grade v.c. • 100.00' K = 31.88 e = 0.39'

SSD = 257'

Curve= PATHOS-6

6= 12° 51' 32" (LT)

R= 500.00' T= 56.34' L= 112.21' g l " c::i � "'" +"

Curve= PATHOS-7

6= 13° DO' 16" (RT)

R= 400.00' T= 45.59' L= 90,79'

SCALE IN FEET

20 10 0 20 40

PLAN AND PROFILE

807+00 TO 813+00

v.�. = 100.00' K = 45.23 :e = 0.28'

�SD= 674'

1.360/o = =t= 9 -0.89% / e � -:-� o gl;:: �16374 ';1

1316370 ll6368

807+00 v.c. = 100.00' K = 44.40 e = -0.28'

SSD = 529'

808+00 g l _

� f';

al "'

809+00

810+00 v,c. = 100.00' K = 31.77 e = -0.39' sso = 393'

811+00

�� 6374

812+00 813+00

SAGEBRUSH DRIVE �

§ i,.i N �

1 1

- $----Z ---� __,_ ---- -------

SPRING GULCH ROAD

� -=--= -6!:!:J--- -

_, ... _-_ - - � J>,. �--- ---<•• -

STATE

,e,::--

PROJECT

SHEET

NUMBER

WY TLAP TAT TR.000(1) D.5

" KEYMAP '\\ Oaf-- ;j: -- (-�--"' - --\- -.,, - -- - -- '1 !'ft[:( =L�_--··.::.i-=--- �

;�---==---r• -�. �- �" -_ 1 "' IO j

S o , • 0 • ol 10: . -IC o:11- °'

( I ( ,_..

I • � "' i ,/, \ ) \ • " C - a» '"' - • •� c'? '.-- > _-

' .,, ' , L - -------

- _ _ I ___ - _/=====1=a �'--�- =,2����;��-�i;�j���������=:�����--� i

�16378 ,, ;16376 � 13\6374 i,6372

L -

813+00

N 5,0 25' 51"F

'"". �,.�, 1

��810

-------- - - �---------�r ---r:===� r= :::; N I

N 60 42' OS" w j --------y-s-----�-= t - -

I be constructed j

Slope stake limits

I

Curve= PATH0S-8

IJ.= 9° 07' 56" (LT)

R= 800.00' T• 63.89' L= 127.51'

9 Ln oo

SCALE IN FEET

20 10 0 20 40

PLAN AND PROFILE

813+00 TO 819+00

v.c. = 100.00'

K • 145,77 e = 0.09' 550 = 606' v.c. = i5o.oo· K = 47.64

� ::;;l 0.90% 16382 e = 6.59' 55D =:312'

Profiie grade l�

o. - ---- ----------- --- ----------��----------

- �N

I +"' v,c. = 100.00� � �

K=58.72/ ro e = -0.21;'

-0.55% ' I

50=6 r' v.c. = 100.00' K = 53.92 e = -0.23'

55D = 632'

814+00

--7- -------�--- ---8-g �

+ :e Existing ground � :2

815+00 816+00

', I ' I

', .I t t l!l l l�aaa.e !U�o.ill

·�.2-�al ..c::'t..c::�

�li.i�"l

817+00 818+00 819+00

,.i

I

+-------- z r

C ti_ t'ic � O '

STATE

l d

T -i:;

� Q

� SPRING GU: ROAO _ -:-----

r -- -=- -� --- -- -_- -.

-- --- -- ..,,,.. .. --.;_ =rP - � )�- �

' Ir" ,,,..,,,, ' � ' ' 'd • ' ' �. • - • �' b--j_<j.Jc-d � d 1- �d � 1� _ _ _ -� iJ8£� -� _ _ _ -I '..1ts -L..-�

WY

PROJECT

�I "''

Edge of pathway � W 10

� 10: ., - _ �0-n· - -I0:1-,, ) "' m! ,0,1-- ,c,_ ao, ro· '°' �-------. �� N -- --i

�16382 ';1

1316378 ll6376

� • \ ---------------- � 1 · �--- .-•--- ---- ---,_

I�

1;

It

I .------

819+70.6 Slope stake J/mlts Lme to be constructed 8 feet span, 3 feet rise precast

Curve: PATHOS-9 If= 41 ° 42' 05" (RT) R= 74,00' T= 28.18' L= 53.86' reihforced concrete box culvert, see Section F for details

Curve= PATHOS-IO

4= 41° 12' 54" (LT)

R= 74.00' T= 27.83' L= 53.2J'

:g l

,0 M

:� \0 v.c. = 100.00' k = 38.63 :e = 0.32'

�SD= 393'

,,....---i----.- ----------- Li : -------------� e�-0.44'

_/' V,;;;i.�O ssci = 358'

Existing ground t;.PJ .. � �g

- a.a � [er� j �t��a ��Jl.£: � (0(0 r>') �..Q

SCALE IN FEET

20 10 a 20 40

Curve= PATHOS-11

/;= 98° 36' 35" (RT)

R= 90.00' T= 104.65' L= 154.90'

Profile grade

0,67%_

KEYMAP

PLAN AND PROFILE

819+00 TO 824+00

SHEET

NUMBER

D,6

819+00 820+00 821+00 822+00 823+00 824+00 825+00

STATE PROJECT SHEET

ii

SAGEBRUSH DRIVE

WY 0,7

,.i N

Sagebrush parking lot See Sheet D.11 for details

-111

( SAGEBRUSH DRIVE re

\-ci_- 'c.

i (I\

828+14

12 feet span, 3 feet rise precast reinforced concrete box culvert, see Section F for details C " V/C'VUAD

;r � ;; n � ? ,s-_ .,•0,< •����:��:�·=··:;:·�-�6

"-4

() 0

0 E _ ,o,. -1

Line to be constructed .., -- l

O, 10=1- i0:11-

�0�� 10, -s;;:.. 10- \., fr.:

-10:11- gJ 10:11- -·

--l�t--� -U:Wl----j·t--JQdl---f-[Z 111- i H--.oz \ - <c '\.1 --fCJI- 10· 0a 1-- �· � 0 Q.-.IL i ll1 .t:> .<_Pathway �onnection

Edge of pathway sJ

Q. -------.::- __ _

See sheet D.11 for details I I �-------------------rve= PATH0S-11

I!.= 98° 36' 35" (RT)

/ �: rg.�i;.

L = 154,90'

I 587° 36'19"E I ' i �------;

� ;;;-- � \\7 -------- \ --

.x'I

� I ------ - -- � lcri • Curve= PATH0S-12

- - �e-= PATH0S-13 lo � \ Slope stake /Jm,ts

I!.= 18° 33' 41" (LT) I!.• 22° S

K

OO" (RT)\\

\ � / R= 130.00" R= 200.00 .\

\ tv T= 21.24' T= 40.45' b / L- 42.11' L• 79.82' " \ I '\.,__

•Of..

o l in 'l?,0"' ·+"' '<OM 'N '° ;a, SCALE IN FEET

21;;-70 20 4b

PLAN AND PROFILE

824+00 TO 830+00

6388\ v.c. • ioo.oo"

• •O>n ��w-

,c. ,�., 55D=:293' e•0,26' i 6384 Q -1 l<%

55D • 992'

-- ------� II ;

'0

, J 6384

&wm, �

"' :!l :;l "' v.c. ,;. 100.00" K-, 28.81 e � -0.43' 550 = 361'

�}J rl� c:'�8 � 4>1J 1:

�:f�� + :!J :!J,i? v re�'l;;-� � co-.rv, �..o

� I 82.'+oo 82s+oo 826+00 827+00 a28+00 829+00 83o +oo I

� SAGEBRUSH DRIVE

N

<- - - SAGEBRUSH DRIVE i (-

STATE

I --t

,.i i

J i�� r

N

- �-:;-� � I___.

- ---- I -10.:lt--

KFVUAft ... - .... ,,,,.,.., I �+-KU

-<-rf'l,11

�lo

,../ ,+ IC'�I

�0.:11- - 10-

- -1n-11- - , -----1 ±iOoll--l·�I - .....--1,.C.;11:_ -I

CI-H- iO: 1- IQ - -,0:

w ii',

- - - -6-�-

N'

o. > riO-" c- S 83° 18' 01" E � o

/r

I--- "'- /

I

Slope stake hm,ts l

Curve= PATH0S-14 l,.= 9° 09' 29" (LT) R= 800.00' T= 64.07' L• 127.87'

- -rlD 00 lO: -�

-=c::::::...

o, Edgeofpathway

-::'--,_ -fJ (��� r,-0.---1

11..· -o - ,0,:-1""1- �oi,.....,.,__.. -- � � wt-- o .. > - ,0,1-a

.. .J.lo,11--- -1 .. •--to,11--1 ,1,--\e,il- 0·oo ;0,1- ,0;,-

� __ :· -o - -o 'Ii,,�;;;,-,�-·--'.�-

.. ill<I- - 10, oo' t_!Q_"l_°Ji' 30" � --7

Curve= PATH0S-15 l,.= 6° 35' 10" (RT) R• 800.00' T= 46.03'

L= 91.96' t-l:!l

I� I�

�to be con=�cted ·L--:�

SCALE IN FEET

20 10 0 20

PLAN AND PROFILE

830+00 TO 836+00

Profile grade

Q,91%

! 6388 s 6386

Existing ground

1316384 ll6382

830+00 831+00

832+00 833+00 834+00 835+00 836+00

SAGEBRUSH DRIVE

rn-+3 i :

N

-1� c�--\: = <. SAGmusH muv, < �

I STATE I

I WY I

PROJECT IN��

E

:JR

1 D,9 "

,.i N i rn p.,"5, �-+,- -

'3� - ---p�- �=-r

I

� KE't'MAe, 10:

�1 - ...... �r

I--LO..:!I

w Co, w o, °'I ,n.

...... V::o:i

� <O iWI -

1-ri'>'t-

- 0:1-... ,.__ iO: iO�I-

I L

Edge of pathway \ ao,, -m, ao 10, o "'

· o,, l-±-tQ:11-"-l· --to,.1 �-¼__,1 -r-lQ:I\ -±-'A::11 - -,l-1,r + ---I c-¼&-tl-

1.

- 0:1I- iO�I-- - �

O • 0, M fc,_•f-- <

O

-'-lo:'- <l,-ro;

I- --IC.di

V --10al - -iO,, t;_

<CH= f:,," -10::l o_

-I .L - - _-1 0�1- t, _ -\L CO ro:11-_.jru._- Q: -10.:1 I .(::,,, 10 ..

-10:11- 10� .,_ • i

585° 52'.�

---=-:I ,.__

�I --- --1--

---� ------�l _________ _ o

_t __ _ Slope stake limits � '"'

Curve- PATH0S-16

.6.= 6° 07' 19" (LT)

R= 2,000,00' T= 106.95' L= 213.69'

-N. 88° 00' 22" E -, j

Line to be constructed

SCALE IN FEET

2Ho g 2g 40

-------_,,.d{_ L t"--�

I lal

PLAN AND PROFILE

836+00 TO 842+00

Profile grade

� 6394 l

--��c..------------

-----����-=:-:-=��-=-=-:-=-=-::-::-:�-::-:�-::-:�-::-:�-::-:-=-::-:�-::-:-=J-==�=�=-:--:�-=-::-����l i f '"' -- --- -------- - -- - - -- -- ----- ------ ---- - -- -

J

1316390

Existing ground ll6388

836+00 837+00 838+00 839+00

840+00 841+00 842+00

I

N i-.,"'------._I

SAGEBRUSH DRIV�

,---10,1-

0dl-�

--l0•1 - KEYMAP I -I �tru.= =' ��

<Ht- :It-��1L'-_--j-Q�t----==--j::;0;"t'-

;;::::_::::._--j�Q�,�,_-_J·---10:11-- - ---10.:11-- - --10:1

- - --10:lt- 0:)

i

Curve= PATH0S-17

I!.= 14° 18' 21" (RT)

R• 500.00' T= 62.75' L= 124.84'

END PATHWAY

843+23.82 =

BEGIN PATHWAY3

14+00

N= 1448896.60

E= 2451706. 96

El= 6399.45 s ed

---,PJ--

CJ � Connection 00 afldt Pathway 3, See S, ---,p,-__

Connection to additional section, Pathway 3 See Sheet D.12 < D.13

End additional path section, Pathway 3, See Sheet D.12 - [).13 -l -�� . y

091'1•.

t

� 6398

-t

��3�6

Existing ground J

Pathway 3 (Proposed Pathway 3 section: not constructed In Gros Ventre J�nctlon project) i3 6394 ll6392

842+00 843+00 844+00 845+00

� STATE PROJECT N�i E

:JR

�BtS- WY D.10

_JJf> - -IFOI-- - -IFOI- ---IFOt- - --IF

-�·.:..H+e:1+----t t-+!Od4--""9 rlO=IJ= =-=-=- �0.:11-�0.:11-- ---1O:H-- - -10:ll- -

Proposed paffJway from Gros Ventre\Junction .F!roject - ---1 P I-- .......,_ "p1------1 p

- --Ip 1-- - --\ �----- ,-_

Pl--_--1Pl--_--tPI--

END PROJECT

PATHWAY 3

16+00

-� - Existing ground (Pathway 3 from Gros Ventre Jund/on project)

846+00

SCALE IN FEET

20 10 0 20 40

PLAN AND PROFILE

842+00 TO 843+23.82

0 " N: 1449019.44

E: 2449818.45

N

STATE PROJECT

WY

j- El.: Match ex1stmg lii. Begin Coocrete, gutter _ - - - - \ N: l449019.44

SHEET

NUMBER

D,11

\ I

� ;;. _, N:)., 449017�38-

- - - N; 1449002.05 curb and gutter, concrete, SAGEBRUSH DIM E E: 2450039.76. :: 1;1 2449818.45 E. 2449840.1_5. 12-inch depth, El.: Match ex,stm, �

'El.: Match ex1stmg r El.: Match ex,st,ng see Section H for details Saw cut lme

� N: 1449016.21 B N: 1449002.80 N: 1449002. 94 E: 2450039.76. Remove and E: 2449843.70 E· 2449986 48 El.: Match ex,stmg � '�setBoulder(6), 7 1 El.: 6382.20 ft Removal of delineator El.: 6383.87ft � see .... �t,on H for details \ I N: 1448997.94 _ _ _ _ _

_ _ - E: 2449991.48 ·<e _

_ _ ___.__ I I

--,'in Curb and gutter

I Removal·olelmeator � ! - - ---- -.,, -=..::_ _t EC: 6383� 95 ft - - -

J --=c...(7 _ --5

449oo2• 94

/ � 0 trans1t1on 1/49846. 06 Remove and reset sign ---.._, 1 1/ 0

_ - - � \---- �-............ rnncrete, 12-mch depth � \0 (...--"j 6' Curb and gutter "7'✓

1/ Remove and

·•: '. �'.•:1<>•: './,t':������i}':�:��:;����;�/ \ v�

",e

�Qo,e--�o,e--�Oaf �::�:�:�fdf��� � . . t 0:11 1. 1-- _ --1 lN-:-1448996.44 ;:.......i 1.1-- - �- - :----111--End_Conqete,_gutter --t l 1-- --t .1 �· a�;

t1on le- , - - � l'

E: �449996.86 N ; 1::ggfnt ��"1 , &'< ,o,e- - �o•e- - �o,e- - �o•e- - � @ .. 6384.Q,i �- - �o; - "71<•,e- -,oae- -- ,o � I.

0-ft

°'e-

_f-� \D< Accesslblllty ramp

N: 1448996.44 --IO:H- - ----lOaJI- -lO

• j,, ..--'";:,.( Sidewalk, exposed aggregate concrete N: 1448954.35 \I E: 2450006.86 J' -�· ',, (4-inch depth) E: 2449996.86 El.: 6384.02 ft

. I ,o;v' ""- N; 1448954.35

El.: 6384• 05 ft I Begin Concrete, gutter T E. 2449989.83

I see Section H for details <N: 1448983.50 y El.: 6383.95 ft ·--1cw--V I..._,, '--l'E: 2449845.97 ""

, I � , Boulder (bike rack, --- 1 w· I U.. Edge of pathway

\_ Roadw/y obliteration "'. 'y government furnished)_ (3) _I I \ �onnector methpcf1 'i '°� See sheetH.6for deta1ls

/ � '-. y N: 1448939. 02 , .•• ·., • .,,,,. •. ••.• \ �P.,=l 0 '

Rempve Boulders (14) !;: o:, "< E: 2449973.84

• N ' El.: 6383.82 ft

J' -----------------�--------

..>( I "-,,,,.,,,.. 'I.

S 87° 6' 19" E

\( 'Y,, *

Slope stake limits

// I \ ____________ \\ ___ ,--=LP __ •�- � �• -, t-..( -- Fixturebench --- --- 1--�-=-t..e..J::---=- Pt- -----1 1---

J;, q_

- (government furnished) --------/')--��- P /i See sheet H.5 for details -- - ..::::. :::!..,P 1--/

/ (4-inch depth) •

" ,9./

// � �9

; I / � I !, / I Slope stake limits I I I l I I /

I .I

SAGEBRUSH DRIVE

m H i g

N

� rn t

� KEYMAP

l

NOTE:

1. Refer to Section C for Parking Lot Typical Section details.

2. See Sheet H.3 for curb and gutter details.

3. All elevations are to finished grade of edge of pavement

(Roadway or Pathway) or lip of pan.

4. Remove boulders per Subsection

203. 04.

SCALE IN FEET

lF"F""l; 10 2b

SAGEBRUSH

PARKING LOT

PLAN

I ci'

�I "' _, z

LEGEND

@ Denotes cu,ve name

PATHWAY CURVE DATA TABLE \

CURVE IRADIUS I DELTA !DIRECTION I DEGREE I P.C. I P.I. I I P. T.

NUMBER I NORTHING I EASTING ISTATIONINORTHING I EASTING !STATION I NORTHING I EASTING !STATION Pathway3

P31 I 200134 °03'07"1 LT \ 28 ° 38'52" I 1448886 I 2451755.6 114+49.801 1448872.9 I 2451815.5 I 15+11.05 I J.1148895.6I 2451872.34115+68.66 ii?

l:

\ I

I I i I I

I

SAGEBRUSH DRIVE ---

.-� 1---f �, - -@)

V1

Pathway3

:-\ s•"- -�"!, s•�

� " ,.. PT � --.._ 'v

END PATHWAY

843+23.82

BEGIN PATHWAY 3

14+00.00

N= 1448896.60

E: 2451706.96

El: 6399.45

/Existing

END PROJECT

16+00.00 N= 1448907,21

E• 2452701.45

Elc 6399.95

- r -

I N

STATE

WY

SCALE IN FEET

snR so

PROJECT

1io

PATHWAY 3 ALIGNMENT

SITE PLAN

SHEET

D.12 PMIS #207761

i N

�I • KEYMAP I

i

�I i,6392

EXC.

CUYD

EMB.

CUYD

END PATHWAY

843+23.82

BEGIN PATHWAY 3

14+00.00iF r,.i� l:44_ae96.f!O E= 2451706.96 El= 6399.45

SAGEBRUSH DRIVE

0::11 O:I -10.:ll-ltru --t � -tltf' o:· 10: m:.1-

�O.::

cf p

10::11- -IO:

= --t ,1,_to,:11-= -1.J.....tr.:

-10:1- -10.:11-

Slope stake limits 1---. -

�rofile g�ade

'i

,..,...-0- ./ Obliterate temporary pathway connector, / see Sheet D.10

10� -IO: :r-JO":ir -IOaU-

�'fl,, "\tt' "'·

H&-11 "a- � -1±-I-Q.ll----1·r..,o,.I� T1-0.ll--1·±-fa:ll-

O� o- ◄0.:11- -10- 0.:11-

0: -10

--t�I=' -1 .•

<"-:II 1O.::U-

STATE I PROJECT

N ·-.· I WY

1 � � _L

I

01 -IF(.1- -1101

ITJ3i,::

..:-,._ ,.._ -W.....t-te::1+- ➔ .!--+f&jf-- --t .±-HOd� ---t .t,:lO.:ll

------ttt52i-'-3"8i!l!.P- 10:II- 10: Q.;1I-

SHEET

NUMBER

D.13

-1Fr1-

,ra.rl n g

·,s· -

< n P>

NOTE:

1. See sheet D.12 for curve data information.

2. Staking notes for Pathway 3 provided with the govenment-furnished information.

SCALE IN FEET

20 10 0 20 40

PLAN AND PROFILE

14+00 TO 16+00

\_ Exi�ting ground

14+00 15+00 v.c. = 100.00' k = 37.s4:

-e-..; --0:33•:

s:So = 450•:

16+00

�xisting Pathway �

\Existing1a

17+00 18+00 19+00

I STATE I PROJECT IN�i

:JR

I WY I TLAPXTATSR565(1) I E,1 �

,.i

ITEM 15705-1400

SOIL EROSION CONTROL,

ITEM 15702-1000 FIBER ROLL

SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL LOCATION LT/RT

QUANTITY

Remarks � (LNFT)

I QUANTITY 802+69 LT/RT 76 Box culvert LOCATION Remarks i

(LPSM)

803+94 LT/RT 79 Box culvert

1 Buckskin Irrigation Ditch, Cyclone 816+53 LT/RT 93 24-inch dia. culvert

I Box Culverts 1 Irrigation Ditch, May Irrigation Ditch, 819+71 LT/RT 77 Box culvert

- Price and Lucas Irrigation Ditch

828+14 LT/RT 83 Box culvert TOTAL l

Parking Lot 26 End of concrete gutter in oarkfnn lot

TOTAL 434

TEMPORARY CONSTRUCTION ACCESS POINTS

ITEM 15706-1600 FOOTNOTE:

SOIL EROSION CONTROL, ITEM 63503-1000 l11 Jnsta/14-foot high construction fencing each side of each LOCATION

DIMENSIONS STABILIZED CONSTRUCTION TEMPORARY Stabilized Construction Entrance from roadway edge of EXITl4/ TRAFFIC CONTROL, asphalt to Pathway clearing limit.

TEMPORARY STABILIZED {TIMBER MAT SYSTEM} /LJ PLASTIC FENCE

f21 Place temporary timber mat system over existing vegetation (LNFT)/1/ CONSTRUCTION EXIT WIDTH LENGTH

# OF MATS/31

NUMBER OF without clearing.

CENTERLINE (FT) (FT) ENTRANCES

r31 For information only. " 820+94 12 8 16 1 140 14+10 12 8 16 1 137 (41 See Sheet E.8 Stabilized Construction Exit Typical Section ,, 277 for details.

TOTAL 32 2 �'

TABULATION OF

EROSION CONTROL

I QUANTITIES

;,1

,.i

I i

2.

i1 i

N t i> '1-0

(b4, �e<l

Sagiibrush Drive w c.n ° Sagebrush Drive

�,-~-f-- -,-:-. --- --- e-=----

END PROJECT )� )\)

PATHWAY 3 >½ �

16+00 ( (

0:, 0) rP \ s

-- (\ ? • J " I 1-\ --"\ '-._ --- 7 I II, 111 fJJ ____ / ____ J}i� ___ _1.;______________ �1----------------- -J---� I Sheet E.S-Boftom Sheet E.6-Top - - - - - Sheet E.6-Bottom - -

� . -;F - -.c;: �-J:-Cs!� -�,= -- s--� -- _J _S 1 t,..__ ·\� I Sl"

J : 11 1o I I I i I

/&!Q I as 1rrigat10 �_v)C '>4.

vr\C.e <"'('�

1 .;

I I 1, ,._ "

I I i_E :�

END PATHWAY

843+23.82

BEGIN PATHWAY 3

14+00

Jackson Hole Golf and

Tennis Club r- r '

I;

I;

I, 4, I ' I

I� I":

1'"

I t

:i

I 1

:11 ,: : I I I ' - I I I I I ' � ,Ff==,:

I I I 10. I ;=

: �"t> I �

� 810 I ' :\ � °' I / v, "I :

I I

: \I . : I C I

-- I -

:1�r :

I ' I I M

' 1E I :

jg ' \ ol

SOS � I !

:p�?o.., PROJECT SHEET

NUMBER

E.2

, - r )_

11\� r

_::--To, ! I I

! � I

<:J� �o�

't::a:

l'- G�,J e vi ::5 i I

,,,-j [- � Gr9s \lenti ridge lrngat,on

1l cyclone Irrigatkl" Oitcn

LEGEND:

'-'.; l I , I

\\I ,J ,"a t .1' 1' .,,.,,-· ;1v • 1 \ o

1/,'{e,,--,I I

\ ,_,_�.s�-;,.,�

Kskin Irrigation Ditch 0uc

BEGIN PROJECT

PATHWAY

800+60.00

NOTE:

l. Permanent turf establishment to be performed by the Park.

2. See Erosion Control Plan Sheets for erosion control details.

SCALE IN FEET

150 75 150 300

- Stabilized Construction Exit

EROSION CONTROL

PLAN OVERVIEW

,.i ci' � _, .g,1 i1

SAGEBRUSH DRIVE

N

KEYMAP

\\ I, I

'o;s-S.1.s., c A

..JIJJ.S:..'illr ---

BEGIN PROJECT

PATHWAY

800+60.00

4c ◄ lor, ss.1.s., �, 'C'.'9),p

24 (),,,-

I '\'

PROJECT

1 / /f N //_ .. 7�<>j!1>,,:-t--s:. Ji;

I.

I / : / // 1,1/:/ V� <>'('.,, l_../

SHEET

NUMBER

E.3

SPRING GULCH ROAD /

2-

�g

0 - ,______ / d ...

b m m IJl

Line to be constructed

SCALE IN FEET

2� 20

$----Z

'l,'. De:t" /4, \ ./ �-li _..:<'.. - •; ___,-. •

1c e -

� 0

OAD as.-

_ _ - fa S""NG GULCH R

'--�- _ _ . . ·J;:,== .. . .. ·: . " <e, _.

:- - �- ) �1, -- :-t - ��-. -�_.:,-�,_- -•• __ -

• oi I r 0,,. '°' s o,i - -iO, I-v, I \ 'd I- '-.,

• - � �-' • � 0 ,oa . ; > Ol

"'- Z 0�

,0,1- '3' �__,, � •• u

' 11 Ut '. •

-··-··-··-··-··-··-··-··:::- L ____ _

-> --�---,::-.:::::::. ::.·.::·.::·.:..._ -------.... ..,"i,_ ---,_:_�

____ 4=, ��: I��r�. � o

,����i�rser roll, __f' \ .'

Soil Erosion Control, Fiber roll, see Sheet E. 9 for details

EROSION CONTROL

PLAN AND PLAN

BEGIN TO 807+00

I I I

' I i ! \ i I i -i

WY PMIS #207761 E.4

Q:, :.:

8 •"'f ��r � w -�� --.._ (.., - --- -m � l'v r rl --. --. ;:o iu iu, $ - z ti_ t'ic � 0 i ..---' -i:; -�

T

STATE PROJECT

WY

SHEET

NUMBER

E.S

,.i --------= C_"

U1

�C . � . .:__ .. •.:;: ;_

S.SING G

D c..

·-:� •. :_ -_ .: - •. =�, ----- ' .. -•�;- -_ _, ,:-=-- f � )- � < • . )- d t d •

' > --l d > - d _=l d b-- ..,.,.... -.:

T � -oo -- _/ _ -82(!+94 :_ _ ._ --= - - :I I- - ilJ="" '-11- "' /"\

- Soil Erosion Control c

4 d ,-.:. 1 .. "" '0\ Fl 1

--�------··-.c=. .. ___ !:I, Sta,bilizedConstructionExit, � ✓-. ~ � '•AC)\

- -- Flow \

Temporary traffic control, 00 w t.'.\ \ \

_ iC"· ; .:11- plast,c fence 1v 1- 10 , _ 00 ,,.,,_ 1- -10-n- - • ', i

I

<i' � ,, 2-

ICs'ee s r eet E.8 for details io- -IO.:I

Q, ,o c./ \ lil'..LJ.=:.J-1- __ .. ----·· I -- - -- - :::..._ ·., "l'\, ,l' •• -' I

======�-..:.::·· -;_ \ -- I � -------··-··-··=·==·=·=::-::_:::_::-::::'>.�. ::,__ ;_·;;:,,,, /:,<;> i

' � ',, SAGEBRUSHDR!Ve

:.:::::::..--::-:..·.-::.. •• ..:i •• -----·-··-··-··-··-··-

N

�t'?:·/ Soil Erosion Control, Fiber roll, see Sheet E. 9 for details

NOTE:

1. Location of stabilized construction exit shown is approximate.

Stake the access for CO approval before installation.

\ \ 1

5- Soil Erosion Control, Fiber roll, see Sheet E. 9 for details

' \o -· :;o·o l/ -+"?/Jl·1R j G\

' :5::���i;:::ti--JI� .. •��l -.;: G) \ a .-" Rl -..,, � •,.. ,,,,. .. .. ✓ V1 A� �

.. ,,,,.�-·-·C·.=·=-----------------z1-·--6_::-··-

� r···--·-

< SAGEBRUSH DRIVE

..., ........... _j � u'9-� ,\J\ _ 9 .. :-·c5··-ci=;\-:...-=-�-_-::p �-o b: \ Q ,?" _______________ J -10.:11-- ,t .

rfiQ ,,.-• o, O, - - , :��- lr-- -�-. ... -•"" iH

0.:11-- 1i'� ... ae>. ,- -iO ""' l I'

-..J --· \\ Rl l _______________ .. ----··=-=·-=-=-�·-..:.·-··-··-··-· ---

SCALE IN FEET

20 10 0 20 40 \ l

KEYMAP

N c� ----yy

00 --10.:11- fO:I - -fO�I- 10----,�=- �i·_n.W.i, � �I ·--f. ---1· ll---1•:t-+Qdl-----1-�-G:1 C -- �

10:" 0

::;..-1 -:.:f.�---·-·: ____________________ _.-;, .. -··

�r � �9' 1

- - ' . r .. -·1/' \

{\tZ / �I r

EROSION CONTROL Soll Erosion Control, Fiber roll, see Sheet E. 9 for details ill

\\ 1 \ PLAN AND PLAN

\ --1 \ I

819+00 TO 830+00

I I

J

' IIII

/1 I

I I I

L10

ZIL

6uir, ')I

:A q p;np aqJ

I n o z/L

I I I I

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II

Ii Ii Ii Ii Ii Ii I:

l

Z A

YM

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i

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w z

I

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I I

I I

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I I I I I I I

[a zu

Jf15 s n l u p J

PS

O o oL a:µ

Z

Z t l

STATE PROJECT

WY PMIS #207761

SAGEBRUSH DRIVE

BEGIN PATHWAY 3

14+00

N

NOTE:

1. Location of stabilized construct· • •

Stake the access for CO appro�a,'b on ex,t_shown ,s approximate.

e,ore mstallation

.:::::::::::::-- STATE PROJECT SHEET

----------. • ...-.�wv�l---= -�---J!N'!',U�M�BE�R

E.7

SCALE IN FEET

20 10 O 20

EROSION CONTROL

PLAN AND PLAN

842+00 TO END

Anchor mats with ¾-inch x 24-inch steel spike, min. 2 per mat

Anchor spike

Cable mats together with ½-mch steel cable

TIMBER MAT ANCHOR SYSTEM

STATE PROJECT

SHEET

NUMBER

WY

OAK TIMBER MAT SYSTEM

(Government furnished)

NO SCALE

NOTE:

1. Secure Timber Mats together and anchor Mat System to the ground as necessary.

2. Anchor system shown is not a mandatory method. Submit securing and anchoring plan to CO prior to commencing work.

3. Do not disturb the area beyond the clearing limits and designated access point limits.

4. After access points are no longer in use, remove roadway Timber Mat System. Clean mats of all soil and seed prior to removal from installed area. See Section 156 for additional construction access requirements.

5. Stake each access for CO approval before installing.

6. Drill ¾-inch hole through the Timber Mats provided by the government at all four corners and along each edge spaced at 3-foot on center, 2-lnch from any edge, and provide ½-Inch cable to secure mats together. Provide 24-inch steel, ¾-inch dia.

spikes located at outside corners and Timber Mat System edges to anchor mat systems in place. Maintain for duration of use.

STABILIZED

CONSTRUCTION EXIT

TYPICAL SECTION

... PMIS #207761

See Note 5

Flow

Silenced pump

Use sandbags to construct temporary barrier

PLAN

Roadway centerl/ne

.-- � Earthwork /Im/ts

Permanent natural channel

Use sandbags to prevent backnow Into natural channel provide catchment basin inside existing ditch

DIVERSION PUMP BYPASS

PROJECT

NOTE:

1. Maintain ditch water flows at all times.

2. Use a silenced pump capable ofipumplng adequate flows based i:Jn contractor calculated discharge.

3. Do not construct a bypass channel ditch or similar that causes ground disturbance

4. Contractor Is responsible for determining pump size-ditch flows maintenance and all oversight.

NPS Revised Detail

TEMPORARY DITCH

DIVERSION

PUMP BYPASS

SHEET

E.9

NO SCALE NPSDetail

WY E.10PMIS #207761

S T

IM

A T E D

M A X

IM

U M

C O

V E R

S T R U

C T U

R A L

E X C A V A

TI

O N

PL

A C E D

R

IP

R A P

M E T H

O D

A

(g ov er n m e n t fu rn is h ed

-I

N C H

P

IP

E C

U

LV

E R T

E N

D S

E C

TI

O

N F

O R

-I

N C H

P

IP

C U

LV

E R

T

F

E E T S

PA

N

F

E E T R

IS

PR

C A S T R

E

IN

FO

R

C

O

N C R E

TE

B O

X C

U

LV

E R T

F

E E T S

PA

N

F

E E T R

IS

E

PR

E C A S T R

E

IN

FO

R

C

O

N C R E

TE

B O

X C

U

LV

E R T

S K

E W

A N

G

LE

A llo w a b le

P ip e M at er ia l

(S ee k ey b el ow

B E V E

LS

V :n

H

B E V E

LS

V :n

H c:

\p w -w or k\ d gr te

5e a_ D ra in ag e.

xl sx

]S he et -F eb -2

1:

es ig n ed b y:

C h ec ke d b y:

vi

I

I,;

<.J

STATE

line to be constructed

PROJECT

15 20

6385.-------�----,---,-------,-----,----,---,----,----,----,---,-,---,---.,----,----,-----,----,----,-----,--'---z-'---c---;-,---,----.,----,--,-----,----,--,-----,----,----;---,---;-,---,---.,---,--,-----,----,----,-�---,----;----;---;-, HYDRAULIC INFORMATION a_, 3 CFS a_ : 6 CFS d_ •�2'"-.L.F_,_T ___ d_ :_cN�/=A ___ _

ACTIVE CHANNEL WIDTH:

E.l.E.E llil..E.I

QlITill TYPE: CONG. ROX 14-SIPED> SPAN: ...LEL__ RISE: ---1....EI.__ INV ELEV.: _6-3-6-9.�7-B ____ _ INV ELEV.:

6369.64 LENGTH: 14 FT WALL THICKNESS: 8 IN BURIAL DEPTH: �o=o�F�T�---

LOWER BEVEL HEIGHT: -�N=A�--

BURIAL DEPTH: 00

PIPE SLOPE: 0 01 FT/FT FLOWLINE SLOPE: 0 01 FT/FT BEVEL: ��--------

INFILL TYPE: HEADWALL: �B=IP�B=A�P _____ _

LOWER BEVEL HEIGHT:

BEVEL:

HEADWALL: BIPBAP

FT

NA

802+69.1

CONCRETE BOX CULVERT

PLAN AND PROFILE

SHEET

F.2 PMIS #207761

HYDRAULIC INFORMATION

··,···•···r··,······r' ' ' '

PIPE

I

I

I

I

Clearing limits/\

- ;!'l;,_c,:,_c{rip_rjJp,_ ethod A - - __ /go�er7m_�nt rn:sh�d) __

, , •Cutoff.wall , , ' ' -�2' l,lepth,-+, width-

I ci I � I q I

INLET

Une to be co'>.struct�

I so3+94.'h •.

8 feet saan, 3 feet rise precast reinforced concrete box culvt!!rt

I •.

I \

6'-0" (typ.)

I ....._ - -- I , I 7---r.r--..__ --....... __ I ; lF < �y-=:_-=-::::-::---- '- I / 9 � -

(government furnished)

STATE PROJECT

WY

"--- Place& rlprap, method A

�-5e</ Sheet F. 7 for details Channel centerline

BH

\ I

� Edg� of path�ay

' - L�ne -fO b} i

COfisi:fUC�e -

- - - - - - r · - , - -

OUTLET

T�5

SCALE IN FEET

i--====-"""""""""iii==l"""'"""""'I

5 2.5 0 5 IO 15 20

a_:4CTS �•�7_,C�F_s�-- TYPE: CONC, BOX 14-SIDEDI SPAN: JLE..I __ RISE: _3_F_T__ INV ELEV.: _6=3�7�0=.3�4�----- INV ELEV.: _,6..,3'--'7-"'0'--'.l-"'8 _____ _ 803+94.0

CONCRETE BOX CULVERT

PLAN AND PROFILE

d ____ : 3 FT d_ : �N~/-A�- --

ACT I VE CHANNEL WIDTH: ---'�F�T ___ _

LENGTH: ---'"'----'F_,T _ __ __ WALL THICKNESS: �8�!Nc__ __

PIPE SLOPE: 0. 0 I FT /FT FLOWLI NE SLOPE: O. 01 FT /FT

I NF I LL TYPE: N N

BURIAL DEPTH: _0~-�0�FT�- - -

LOWER BEVEL HEIGHT: -�N~A�--

BEVEL: __,_N:ecAc__ _______ _

HEADWALL: �B�IP�B�A�P ______ _

BURIAL DEPTH: _0=-�0�FT�- - --

LOWER BEVEL HEIGHT: -�N-__ _

BEVEL: -----'N,.,Ac__ _______ _ HEADWALL: __RLP,c!,.,_ _____ _

SHEET

NUMBE R

F.3 PMIS #207761

/ line to bj constructed

Edge o} pathway i

I I I

I \ ' I

\ () -------- : I \� --�,#----- I I

'<:: \ ><-� � \ I

I

I

I I

+70.6 \ , et span 3 feet nse precast remforced crete box culvert \ I ·, I \ I •.

) 10'-0" (typ.)

____ J_ _____ _ 4- Flow

STATE PROJECT

WY

Channel centerline

-- / MA

- - - =-1.Y Lelli.GA TlON_ OL,c1:1_

�-� I 1 ------

\� ExistingCMP !/>Ile> I

�,-,--Placed riprap, method A C earing 1m1ts

Protect and maintain in place 1� u \ \ I

\ \ I I

Slope staking limits

\ \ I I r r r

•.. , ... L .. , ... , ..• ••'•••'••-L •• , •••••• L •• , ••• , ••• t

(governibent furnished), See Sheet F. 7 for details

I

\ I

SCALE IN FEET

\ 5 2.5 0 5 10 15 20

�ihoi:t

537•CL__;__;__; _ _;__1c5�0_;__;___;__;__1_4cc o ,..:-_;__;__;_�_;__;_ _ _;_---.J,_2'-o c'--__;__;__;__J-7

0;;---------'--o ;!;------'-''-----"-'-"¾

'-'o---------,!,;;-----�3°0----------;;;,------.,;-----�

HYDRAULIC INFORMATION PIPE INLET

□-·•' I CFS □- : _l.__Cf_S ___ T YPE: CONC. BOX 14-SIDEDI SPAN: JL.E.I __ RISE: _3_F_T__ INV ELEV.: �63=8=□�.8=3 _____ _ d_,. =��F ____ d_: N/A LENGTH: !6 FT WALL THICK NESS: 8 !N BURIAL DEPTH: -0�□-FT _ __ _ _

ACTIVE CHANNEL WIDTH: FT PIPE SLOPE: 0.01 FT /FT

I NF I LL TYPE: N N

LOWER BEVEL HEIGHT: -�N-A __ _

FLOWLINE SLOPE: 0.01 FT/FT BEVEL: _N-A ___ _ _ _ _ __

HEADWALL: �B�IP�R=A�P ______ _

OUTLET

INV ELEV.: ...,6,..,3cs8o,0,..,.6�7 _____ _

BURIAL DEPTH: -□=□-FT _ __ __

LOWER BEVEL HEIGHT: -�N=A�-

BEVEL: �N=A�- - - - - - --

HEADWALL: _,g_,_,1_,__P'-"R.,,_A,__P _____ _

819+70.6

CONCRETE BOX CULVERT

PLAN AND PROFILE

SHEET

F.4PMIS #207761

/// I

• I

/ I

Edge of'fthway--....., 828+14.1 -:

" 12 feet span, 3 /1,et rise precast reinforced I concrete box culltert \ ,, I .

STATE PROJECT

WY

SHEET

NUMBER

F.S

! /"' I / Lme to)/ constructed- 2'-0" (typ,)

/ i

--+-----II-+--_-+-

� i \

<.J

11-- �1 : �-- � • (typ.)

r:: -: --1------------------1EE_&_!.ucAsJRRiGAT,

- - - - - - !O_'N DiTCf-'

_ _c h n l

-c� e h

S8£9 i - :--

R l i i S8[9�

I� I : \ �,Y\-t I !

� \ � 8 2 8 \ PIJed riprap, method A

'\._ Existing CMP \ (g(jvernment furnished), Protect and maintain in place

/ \ ser Sheet F. 7 for details

1 I Slope staking limits I'---.. / Clearing limits �i '--.J • I

� I I

I I I

I I

I

SCALE IN FEET

5 2.5 0 10 15 20

640'0.-----�-------,--,----------,-----,-----,---,-----,-----,------,---,-,-------,---,-----,-----,------,------,-----,------,----'-l -- ---------------------- .

- -� ���-f� �t � - ���t4��-: ' ' ' ' '

' .Jt ' '

- I -�!-;---:---�-- ---'---"--'---'-

638:CJ.---+--+--:--:--+--:---i-,--i--+-+-+--+--+-+-:--:--+--+--J-,--+-+--Y-+-fr-ii-+--+--:--t--+--i--i-\l-c--"st-+==:-: 2laced,dp _ap;,_metbop,J_�:--+�-,---;--s--+--;---;---,--,..-+----,------,---,�,--, : : ( gqver,nm nt :furryish�d) :

HYDRAULIC INFORMATION

a_, 5 CFS a_ : Jt�S�C�F�S __ _ d_: 2 FT d_ :..cN�/=A ___ _

ACTIVE CHANNEL WIDTH: �1-0�F�T ___ _

------ • --Cufoff Wa1 -- ·:-- ·:

____ : _2' depth, 1 width_:

--/·i--:---i--r--;-- ----)q�11;1i!'t� i;,J,_ ----

- - - - - r - - , - - -,- - - - - - - r - - - - - r

ElE£ llil.£I

TYPE: CONG. ROX 14-StpEDl SPAN: _l2__El___ RISE: _1_U___ INV ELEV.: �6-3-84�,-28 ____ _

LENGTH: 14 FT WALL THICKNESS: 10 IN

BURIAL DEPTH: �O=Oc.JFc_JTc__ ___ _

LOWER BEVEL HEIGHT: -�N=A�--

PIPE SLOPE: O 01 FT/FT FLOWLINE SLOPE: 0 01 FT/FT BEVEL: __,_,,,_ _______ _

INFILL TYPE: HEADWALL: �B=IF�B=A�P _____ _

QlITill

INV ELEV.: �6=38�4�-�14 ____ _

BURIAL DEPTH: _O"'-"Oc.JFuTc__ ___ _

LOWER BEVEL HEIGHT: _ _,,N,,,A __ _

BEVEL: __,_,,,_ _______ _

HEADWALL: c.JB.uluFB"'A"-P _____ _

828+14.1

CONCRETE BOX CULVERT

PLAN AND PROFILE

PLAN

Install tie rods or connector plates per manufacturer between precast sections (typ.)

\__ Watertight b<Jx Joint spadng per manufacturer (4' min.)

CONCRETE BOX CULVERT

Bedding material (uncompacted) Depth varies, see plan and profile sheets

Structural backfill

Pavement structure see pathway typical section

Inside of box culvert

ELEVATION

BACKFILL DETAIL

L Finished pathway surface

Natural ground

STATE PROJECT

WY

GENERAL NOTES:

CONSTRUCTION:

Detail is for general information only.

DESIGN:

AASHTO LRFD Bridge Design Specification (latest edition).

Provide precast concrete box culverts conforming to ASTM-C1577 and to the dimensions, /Ines, and grades shown.

LOADING:

Dead Load - Concrete: 150 lb per cubic foot.

Live Load - HL-93.

CONCRETE:

Furnish structural concrete, dass A(AE) with minimum 28-day design compressive strength fc=S000 psi for all concrete. Chamfer all exposed edges 3/4-inch.

REINFORCING STEEL:

Provide reinforcing steel conforming to ASTM A615 grade 60. Provide welded wire reinfordng (WWR) steel conforming to ASTM Al 064 grade 65. Provide 2-lnch cover for reinforcing steel.

GEOTECHNICAL:

Construct base of footings at elevations provided on Sheets F.2 through F.5.

Construct footings on suitable foundation material and backfill with suitable material as directed:

Foundation material: Unit weight = 120 lb per cubic foot, Effective friction angle = 34 degrees, Cohesion = 0 Structural backfill: Unit weight = 125 lb per cubic foot, Effective friction angle = 30 degrees

SHEET

NUMBER

F.6

Nominal bearing resistance (based on 18 in minimum width) = 8 kips per square foot.

Apply a resistance factor of 0.45.

For additional Geotechinica/ information, see Final Geotechnica/ Memorandum No. GM33-16, dated December 2016.

NO SCALE

CONCRETE BOX CULVERT

STRUCTURAL DETAILS

Grade break, toe of bank

Grade break, top of bank Match existing

Grade break, toe of embankment

Top of embankment

I� Geotextile filter, Class 1 nonwoven, TypeE

Flow ·7 'lor;�ig�a,Jj, � toe of embankment, -c:

Match existing ?

CL culvert & stream

Taper to match existing Geotextlle filter, TYPICAL CULVERT INLET/OUTLET

PLAN

F/OW

TYPICAL CULVERT INLET /OUTLET

PROFILE

Class 1 nonwoven, TypeE

Stream channel bottom Match existing

SECTIONB-B

CL culvert & stream

6'·0" , STATE PROJECT

WY

Precast concrete cutoff w;;; - - - � Geotextl/e filter, 1 Class 1 nonwoven, NOTE:

SECTION A-A I Type E

Grade break, culvert Invert

1. Detail Is for general Information only.

2. Install rtprap 2 II: depth min.

3. Place conserved streambed material over riprap as needed for transition to existing bank top and toe.

4. Taper rlprap slopes to match existing stream bank slopes. 1.5H:1V max.

NO SCALE

CONCRETE BOX CULVERT

RIPRAP DETAILS

SHEET

F.7 PMIS #207761

� I STATE I PROJECT INt��R

� METAL ROUND PIPE CULVERT I WY I I F.8

FILL HEIGHT AND METAL THICKNESS TABLE FOR HEUCAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

E STEEL ALUMINUM NOTE:

e

23/;," x ½" CORRUGATIONS I 3" x 1" CORRUGATIONS I 5" x 1" CORRUGATIONS 23/;," x ½" CORRUGATIONS 3" x 1" CORRUGATIONS � PIPE PIPE 1. When directed, camber pipe culverts upward

SIZE MINIMUM

METAL THICKNESS (INCH/GAGE) SIZE MINIMUM

METAL THICKNESS (INCH/GAGE) from a chord through the inlet and outlet i DIAMETER COVER 0.064/161U.079/14 0.109/121U.138/10 0.168/8 0.064/161U.079/14 0.109/121U.138/10 0.168/8 0.064/161U.079/14 0.109/121U.138/10 0.168/8 DIAMETER COVER .060/16 0. 075/141U.105/12 0.135/10 0.164/8 IU.060/16 0.075/1411J.105/12JJ.135/1UI 0.164/8 inverts an ordinate amount equal to 1 % of the

I INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET) INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET) pipe length . Develop camber on a parabolic

12 12 100 100 100 100 100 12 12 100 100 100 100 100 curve. If the midpoint elevation on the 15 12 100 100 100 100 100 15 12 100 100 100 100 100 parabolic curve as designed exceeds the

� 18 12 100 100 100 100 100 18 12 100 100 100 100 100 elevation of the Inlet Invert, reduce the amount

:;; 21 12 100 100 100 100 100 21 12 88 100 100 100 100 of camber or increase the pipe culvert gradient .

24 12 100 100 100 100 100 24 12 77 97 100 100 100 30 12 85 100 100 100 100 30 12 62 77 100 100 100 71 89 100 100 100 2. Fill heights exceeding 1 OD feet require

36 12 71 89 100 100 100 Bl 100 100 100 100 36 12 52 64 90 100 100 59 74 100 100 100 special analysis by the CO.

42 12 61 76 100 100 100 70 87 100 100 100 42 12 44 55 77 99 100 51 64 89 100 100

3. The fill heights in the table are for helical 48 12 53 66 93 100 100 61 76 100 100 100 54 68 95 100 100 48 12 67 87 100 44 56 78 100 100

54 12 59 83 100 100 54 68 95 100 100 48 60 85 100 100 54 18 54 71 88 39 50 69 93 100 lockseam and welded seam pipe only .

60 12 74 97 100 49 61 86 100 100 43 54 76 98 100 60 18 57 72 35 45 62 83 98 Fill heights for culvert pipe with annular corrugations are more restrictive than those

66 12 87 100 44 55 78 100 100 39 49 69 89 100 66 18 58 32 40 56 76 89 of helical lockseam and welded seam pipe.

72 12 80 97 40 51 71 92 100 36 45 63 82 100 72 18 45 30 37 55 70 82 Obtain approval before furnishing annular

! 78 12 87 37 47 66 85 100 33 42 58 75 92 78 24 34 48 64 75 corrugation pipe .

w 84 12 75 35 43 61 78 96 31 39 54 70 86 84 24 44 59 70 i 90 12 32 40 57 73 90 29 36 51 65 80 90 24 41 62 65 4. Measure minimum cover from the top of the

96 12 38 53 69 84 34 48 61 75 96 24 38 51 61 pipe culvert to the subgrade for flexible 102 18 36 50 65 79 32…