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HomeMy WebLinkAboutTED4001849.36+00 Centcr/ine E/ev `" t W O Cn U) U) Cr U W LLJ Cr Cn _ cn w Cr SUPERELEVATION DATA Z SELECT 1 BACK FILL Q COMPACTED TO 9�% STA. 14+ 12.81 TO STA. 15+12.81 MAX. DENSITY I I = 20' Horiz. -. I SCALE: I" = 2% Vert. i WELL SAND BEDDING TAMPED IL /2!0' 2 _ 3 -� x ........... r ti 13' 74' 32' 120, X Overf/ow Spi/l ,ay, See Oetai/ ge/OW Rip lfap To 4W.. Line, 1' Oepth Min. v DETENTION POND DIMENSIONS Scale I"= 50' -Overflow Condition 10, 3 Min. 3 Min. 187.5 186.88 186.55 E I ev. = 186.0 5 0.5' Min. Rock (Min.4" Face) OVERFLOW SPILLWAY DETAIL_ No Scale CENTERLINE STATION 7 +00 8+00 CU ti ti ti ti ti �I ti ti f Pati� ice• ti � � � S til SUPERELEVATION DATA STA. 6+00 TO STA. 8+00 SCALE • I - 20' Horiz. I�� = 2% Vert. 7.5 ' 7. 5 ' I 1, 3.75' 2% _2% _ CV CENTERLINE STATION 14+12.81 14+25 14+50 14+75 15+00 15+12.81 IZ ti ti ti 4% _ o ti LLJ 2% STREET FINISH GRADE J -0 =N Z NATIVE E ACKF(LL COMPACTED w NATIVE W -2% JL - BACK F CO TO -4% Sidewalk 4 n 6' 6 PVC- Flush w/ �... Top of Sidewalk o c e - • • o I Deep - 0 Mai Ibox Cluster �_ �;. ^.. ; D• o I Location tr •.. !