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01/07/2020
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01/07/2020
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Last modified
8/19/2020 12:35:47 PM
Creation date
3/13/2020 12:14:09 PM
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Meetings
Meeting Type
BCC Regular Meeting
Document Type
Agenda Packet
Meeting Date
01/07/2020
Meeting Body
Board of County Commissioners
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EXIST. 'R/YJ <br />• 5 -foot wide paved outside shoulders <br />• 22 -foot wide raised median <br />• 5 -foot concrete sidewalks located along the east and west side of <br />the corridor. <br />The 58th Avenue typical section is proposed to be modified north of 49th <br />Street as the existing right of way is 130 -feet. The additional right-of-way <br />width is utilized in providing increased green verge separation between the <br />back of curb and the proposed pedestrian facilities. Two typical sections are <br />identified within the study limits as the corridor transitions from the existing <br />2 -lane rural section to the proposed 4 -lane divided urban section. <br />Figure 3A — Proposed 58" Avenue Typical Section — Transition Area Section <br />50' <br />EXIST. R/W <br />15' <br />J CONST. PROP. R/W <br />VAR <br />r <br />STANDARD CLEARING AND GRUBBING <br />(5' - 52') <br />VAR. 8' SHLDR <br />12' <br />VAR. <br />17 <br />8` SHLDR. VAR <br />SOD <br />TIE TO EXISTING <br />GRADE <br />EX ST. <br />R/V1 <br />3' 5' <br />PAVD. <br />`SHLDR <br />EW% <br />(0'-30.5') <br />5' 3' <br />PAV D. <br />SHLDR„ <br />B. <br />VAR. VAR. <br />(3'5') <br />S <br />Agar AdvArArAnworatirmurar <br />TYPE '8' STABILIZATION <br />(MIN LBR4O) <br />Figure 3B — Proposed 58" Avenue Typical Section — Fully Developed Section South 0f 49th Street <br />65'. <br />NCONST. <br />52 <br />TIE .TO EXISTING <br />GRADE <br />EX ST. <br />R/V1 <br />STANDARD CLEARI(G AND GRUBBING <br />13' 5' 5' <br />50D CON . SOD <br />SICK_ <br />rsnx <br />TYPE 'F' CURB <br />AND GUTTER <br />12 17 <br />2 <br />PGP (LT) <br />2.06`6 <br />8' , VARIES 12 <br />(0'-12) <br />ZS' 0.5' <br />41) <br />12 <br />T <br />PGP (NT) <br />T <br />2Op <br />—J L <br />his. .iii��►.iii�.�►.�i�.�w.�r�rair% <br />6' <br />CONC. <br />SV/K. <br />VAR1 <br />AX, <br />TIE TO EXISTING <br />GRADE <br />TYPE IV TRAFFIC SEPARATOR TYPE '8' STABILIZATION <br />OPTION 1, PER FOOT INDEX 520-020 <br />TYPE 'F' CURB <br />AND GUTTER <br />TIE TO EXISTING <br />GRADE <br />Kimley»>Horn 165 <br />
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