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HomeMy WebLinkAbout2449-6Z 0 m A X t�C' D 4 W 4 BSASE LINE ----r-- _rrrrrrrrr rrrrrrr-_ rrrrrrrrLrr—rrrrrrrrrrrrr—rrrrrrr -------Li -------- JCB IC I D Y MEDIAN TAPER DETAL SCALE: 1"=10' 3 L DISTANCE "X" ALONG BASE LINE (FT.) 90' 7.5' 15' 122.5'1 30'_137.5'1 13' 18'32" 45' 152.5'1 60' 167.5'j,_750 I 1 _L_1__L__i__..!__1__L 182.5'1 90' W OFFSET "Y" FROM BASE LINE (FT.) 10' 0.16' 0.62' 1.41 ' 2.50' 3.75' 5.00' 6.25' 7.50' 8.59' 9.38' 9.8-4 10.00' oc N 52' 7' no 3'—fr 3'-6" 12' - 33' 60' 70' 909 s' VARIES 1 0.5-5.5 FLOW LINE g' CURB & GUTTER —. EDGE OF GUTTER t• �t ,.,t ti. 'ae •.............. ... ... �... �... �...-... �...�...r.� �... �... �... �..._ _....... .... .... _ ........ ............... ........... V •r...v . I ago I I! III I I I I I I!!!!! I LO SIDEWALK R/W R/W CURVE R low 4 i w T i 1 1 1 or IC I I I I 130.32' 13' 18'32" 30.27' 15.20' w� 207.10' I 1 _L_1__L__i__..!__1__L 32.15' 16.11' Q 12' - 33' 60' 70' 909 s' VARIES 1 0.5-5.5 FLOW LINE g' CURB & GUTTER —. EDGE OF GUTTER t• �t ,.,t ti. 'ae •.............. ... ... �... �... �...-... �...�...r.� �... �... �... �..._ _....... .... .... _ ........ ............... ........... V •r...v . I ago I I! III I I I I I I!!!!! I LO SIDEWALK R/W R/W CURVE R �, R T 0 130.32' 13' 18'32" 30.27' 15.20' © 207.10' 8'53'39" 32.15' 16.11' Q 375.00' 8'53'39" 1 58.21' 29.1-6 71 Xi�o�r • • {t BU3 BAY TYPICAL DETAL SCALE: 1'20 2' 1 1 / 1 0.75' 4 1 NOTE: ALL CONCRETE SHALL 9E CLASS 560—C-3250 PROPOSED FINISHED g, SURFACE 4 CHAMFER �•� TYPICAL X401 r EW 1 T CMP CONCRETE HEADWALL DETAIL SCALE: r_s• 52' r 1 7' 33' 12' 5 VARIES a' 1 2' Sto. 237+13.36 to 0.5-5.5 1 1 1 Sta. 267+63.50 0.75' LINE ------ —------- — 2X 2% ............................... l`Y.', Xi•.}.:��� i 1 FOG* -LAND AVENLE - TYPICAL SECTION STA. 231+09.75 to STA. 267+63.50 HORIZ: 1" = 10' VERT: 1" = 2' CONSTRUC'T'ION IVOI'ES 1�CONSTRUCT 6.S AC PAVEMENT OVER COMPACTED NATNE 4a—CONSTRUCT Ir PCC CURS AND GUTTER PER CRY STD. D'WG. N0. 101 O—CONSTRUCT Ir PCC CURB ONLY PER CITY STD. OYNC. N0. 101 10 CONSTRUCT C PCC MEANDERING SIDEWALK PER CITY STD. OWC. N0. 105A, W=S* 13 CONSTRUCT 2'x4' REDWOOD HEADER W' Filename: C:\DWG\ 1020 1 \HIGHLAND\ 10201 ST&DWG Date: February 24, 1997