WY FLAP 407 Kortes Road 100 Plan Set.pdf

STATE P RO JECT SHEET

NUMBE R

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

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WY WY FLAP 407(1)

Kortes Road Al

COL ORAD O

WYOMING KEY MAP

TYPE OF CONSTRUCTION:

Road Resurfacing, Restoration, Rehabilitation and New Paving

DESIGN DESIGNATIONS:

NON-PEAK ADT (2020) ------- 110

SEASONAL ADT (2020) ------ 1,080

NON-PEAK ADT (2040) ------- 135

SEASONAL ADT (2040) ------ 1,320

DHV --------------------------- 10%

D ------------------------------ 60% T ------------------------------ <5% v _ Jio4+33.91 to 405+00 40 MPH l_jo5+oo to 471+73.74 20 MPH e(max) ------------------------ 6%

U.S. CUSTOMARY DIMENSIONS:

Slopes are expressed as RISE:RUN

SPECIFICATIONS:

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14"

COlllliimiiHT TO UCULUCE

Know what's below.

Call before you dig.

www.call811.com

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PROJECT LOCATION

WY FLAP 407(1)

KORTES ROAD PLANS FOR PROPOSED

WY FLAP 407(1)

KORTES ROAD

NATRONA COUNTY

LENGTH 6.95 miles

INDEX TO SHEETS

SHEET DESCRIPTION

Al TITLE SHEET

A2 - A3 CONVENTIONAL PLAN SYMBOLS AND ABBREVIATIONS

A4 KORTES ROAD SITE MAP

AS SURVEY CONTROL

A6 - A7 TYPICAL SECTIONS KORTES ROADS

AS - A9 TYPICAL SECTIONS APPROACH ROADS

Bl - B3 SUMMARY OF QUANTITIES

B4 GRAD ING SUMMARY

BS SURFACING SUMMARY

B6 - B7 DRAINAGE SUMMARY

B7 - BS MISCELLANEOUS SUMMARIES

89 - B!O PERMANENT SIGN SUMMARY

811 PERMANENT PAVEMENT MARKING SUMMARY

812 TRAFFIC CONTROL SUMMARY

Cl - C27 PLAN & PROFILE SHEETS Fl DETAIL C204-50 EMBANKMENT BENCHING AND FURROW DITCH

F2 DETAIL C204-51 SUBEXCAVATION

End Project Station 471 +73.74

WY FLAP 407(1)

Kartes Road

Gl

Tl

T2

DETAIL C251-50 PLACED RIPRAP AT CULVERT OUTLETS

STANDARD 601-5 CONCRETE HEADWALL/WING WALL FOR

SINGLE NORMAL 42" TO 84" PIPE CULVERT

STANDARD 601-6 CONCRETE HEADWALL/WING WALL FOR

SINGLE SKEW 42" TO 84" PIPE CULVERT

,---- 29 Miles Station 426+89.25

T3 STANDARD 601-8 CONCRETE HEADWALL/WINGWALL FOR

"\ to Casper WY FLAP 407(1) MULTIPLE SKEW 42" To 84" PIPE cuLvERT

T4 STANDARD 602-1 METAL PIPE CULVERT

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/r.;_·, .. vif ! \ \ T6 STANDARD 602-3 METAL AND PLASTIC PIPE CULVERT BEDDING

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"·" .l sec.w:: \ Soc.'7 ! Soc.'6 Kartes Road TS STANDARD 602-2 METAL PIPE CULVERT COUPLING BAND

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:IN RocK !;�c.21 Sec.22

, s,. D'!'.fe.q; Sec.23 / : I DETAIL C617-20 MGS AND G4 W-BEAM GUARDRAIL �-- ,o,,/4h , · sec.i4 · 9 sec20 s 21 TlO TYPE TANGENT TERMINAL AND GRADING

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TU DETAIL C617-31 MGS W-BEAM GUARDRAIL WOOD POSTS

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,-<.. �.�-::,, 1 1 Station 419+84.25 n2 oETAIL C617-37 MGs w-BEAMGUARDRAIL LONG-sPAN SYSTEM

1@1 I � - I I WY FLAP 407(1) T13 STANDARD 619-1 CATTLE GUARD

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T14 STANDARD 619-2 CATTLE GUARD

s,c ,.� Sec27 ••• ��f/ Soc 26 \ :::.. Soc 30

·1 Kartes Road TlS STANDARD 619-3 CATTLE GUARD PRECAST FOUNDATION

\ .. ;,_ f:-��';, I �';; I Soc 25 c'�:_,,--7\..

sec.2' , soc .• , • .,_______________ T16 DETAIL C619-51 WIRE FENCES WITH WOOD POST

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,,l 0 Suspend Road Work n1 - T3o s1GNING AND PAVEMENT MARKING PLANS

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Begin Striping Only rn SPECIAL 633-s SIGN DETAILS s 33 --r s,c 32 1J �

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T36 - T42 635 STANDARDS TEMPORARY TRAFFIC CONTROL SHEETS

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PLANS PREPARED BY:

ATKINS

PLANS PREPARED FOR

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DENVER,COLORADO

7 Miles -to Pathfinder

Reservoir \ Begin Project

Station 104+33.91

WY FLAP 407(1)

Kartes Road

APPROVED:

D ATE:

0 1 2 4 CHIEF OF EN G IN EE RIN G

CEN T RAL FED E RAL LAN D S HIG HWAY D IVISION

Scale in Miles

09/03/2021 for: