conceptua al design - kansas t-workstworks.ksdot.org/projdocuments/us-69_arma_overhead...feb 07,...
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<<<<<<UPGRADABLE EX
UPGRADABLE EXPRESSWUPGRADABLE EXPRESSW
UPGRADABLE EXPRESSWAY US-69 PrelimUPGRADABLE EXPRESSWAYA variety of access control levels are possible under the Upgradable Expressway concept
US-69 PrelimA variety of access control levels are possible under the Upgradable Expressway concept.At a minimum, and to meet the definition of an Upgradable Expressway, right‐of‐way for a Freeway concept would be Bourbon and Cra, pg p y, g y y pacquired. Based upon available funding levels, it is likely that all existing public road access points will initially remain as
Bourbon and Craat‐grade intersections. Access to private access points are subject to negotiations with the property owner. Arma to Fort Scott 69-6 KArma to Fort Scott 69 6 K
CONCEPTUACONCEPTUACONCEPTUACONCEPTUAAve680th
Ave700thAve680th
Ave700th
<<<<<<F<<<<<<F
no
n3
cti
-03
ec 54-
ne 55 FREEWnn -15
Co
nK
A-
Ave690thC 9 K
Ave690th
a -19
m 69-
Overpass or UnderpassRoad ClosureInterchangeArm 6
Overpass or UnderpassRoad ClosureInterchangeA
XPRESSWAY Southbound
WAY Northbound >>>>>>WAY Northbound >>>>>>
FREEWAYminary Design FREEWAYThe freeway as shown here includes phased implementation of access control measures such as interchanges grade
minary DesignThe freeway, as shown here, includes phased implementation of access control measures, such as interchanges, grade separations and access roads after construction of the upgradable expressway. Consequently, the additional highwayawford Counties separations and access roads after construction of the upgradable expressway. Consequently, the additional highway lanes along US‐69 are shown as already constructed. Because the freeway concept makes changes to regional mobility
awford Countiesand local access, a larger view of the transportation network is shown up to one mile on either side of US‐69. KA-1553-02 and 69-19 KA-1554-02KA 1553 02 and 69 19 KA 1554 02
AL DESIGN tAL DESIGN ott
2 AL DESIGN co -0
2AL DESIGN
Sc
54-
rt S
55
or -15
Fo
KA
Ave710th Ave720th o
9 K
Ave710th Ave720th to -19
ma 69
-
REEWAY Southbound m 6
REEWAY Southbound
Arm
A
WAY Northbound >>>>>>
Ave730th Ave730th
Road Closures Interchange Overpass or Underpass Road Closures Interchange Overpass or Underpass
Disclaimer:Disclaimer:These concepts depict potential improvements to US‐69 and the local street network from 680th Avenue to Grand Road (Arma to Fort Scott)street network from 680th Avenue to Grand Road (Arma to Fort Scott). The exact location, design and right‐of‐way for this project cannot be determined from these concepts and could be different from thatdetermined from these concepts and could be different from that shown. Preliminary design will need to be performed to refine the i t d i ht f i t At th ti f d iimprovements and right‐of‐way requirements. At the time of design, all applicable guidelines will be utilized and could be different from h h h i l h h i di l dj ithat shown. The aerial photography immediately adjacent to US‐69 is current as of March 2012. Additional aerial coverage beyond US‐69 is shown for context purposes and is current as of October 2009.
<<<<<<UPGRADABLE EX
UPGRADABLE EXPRESSWUPGRADABLE EXPRESSW
UPGRADABLE EXPRESSWAY US-69 PrelimUPGRADABLE EXPRESSWAYA variety of access control levels are possible under the Upgradable Expressway concept
US-69 PrelimA variety of access control levels are possible under the Upgradable Expressway concept.At a minimum, and to meet the definition of an Upgradable Expressway, right‐of‐way for a Freeway concept would be Bourbon and Cra, pg p y, g y y pacquired. Based upon available funding levels, it is likely that all existing public road access points will initially remain as
Bourbon and Craat‐grade intersections. Access to private access points are subject to negotiations with the property owner. Arma to Fort Scott 69-6 KArma to Fort Scott 69 6 K
CONCEPTUACONCEPTUAt CONCEPTUAott
co 02
Bi h RdCalvary Sc
3-0
RdBirch RdCalvaryrt
53
or
15
Fo
A-1
o
KA
to -6
R d Clma 69
-
<<<<Road Closurem 6
<<<<
Ar
A
FREOverpass or UnderpassRoad ClosureRoad Closure
RdArrowhead RdArrowhead
XPRESSWAY Southbound
WAY Northbound >>>>>>WAY Northbound >>>>>>
FREEWAYminary Design FREEWAYThe freeway as shown here includes phased implementation of access control measures such as interchanges grade
minary DesignThe freeway, as shown here, includes phased implementation of access control measures, such as interchanges, grade separations and access roads after construction of the upgradable expressway. Consequently, the additional highwayawford Counties separations and access roads after construction of the upgradable expressway. Consequently, the additional highway lanes along US‐69 are shown as already constructed. Because the freeway concept makes changes to regional mobility
awford Countiesand local access, a larger view of the transportation network is shown up to one mile on either side of US‐69. KA-1553-02 and 69-19 KA-1554-02KA 1553 02 and 69 19 KA 1554 02
AL DESIGNAL DESIGNAL DESIGNRdDeer RdEagle FRdDeer RdEagle RdFern
<<<FREEWAY Southbound<<<FREEWAY Southbound
EEWAY Northbound >>>>>>At dRoad Closure At-grade
i t tiInterchange Road Closure intersectionInterchange
Road ClosureRoad ClosureRdGrand RdGrand
Disclaimer:Disclaimer:These concepts depict potential improvements to US‐69 and the local street network from 680th Avenue to Grand Road (Arma to Fort Scott)street network from 680th Avenue to Grand Road (Arma to Fort Scott). The exact location, design and right‐of‐way for this project cannot be determined from these concepts and could be different from thatdetermined from these concepts and could be different from that shown. Preliminary design will need to be performed to refine the i t d i ht f i t At th ti f d iimprovements and right‐of‐way requirements. At the time of design, all applicable guidelines will be utilized and could be different from h h h i l h h i di l dj ithat shown. The aerial photography immediately adjacent to US‐69 is current as of March 2012. Additional aerial coverage beyond US‐69 is shown for context purposes and is current as of October 2009.
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