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981 -3 <br />EIGHT MILE ROAD ( 1 ) <br />ROAD INDEX FILE YEAR 6FKET TOTANO. L <br />EETS <br />2a0 <br />ai R17-017 1961 9 17 <br />CLEARING a GRUBBING BRIDGE REMOVAL PLACE A.C. SPILLWAYIly413a <br />3 <br />1%+o I" PC.C.) as directed by Engineer) <br />Cast tcel m STA. 176 +00 to STA. 287 +87 <br />B Fr B <br />STA.DESCRIPTION LOCATION C.Y. STA. LOCATION L.F. SQ. YDS. <br />15"SSCP. N C C -N 206+42 4-18'X 24' Span 204+00 16'Lt. 13 5 <br />a <br />FINISHING ROADWAY <br />cane. Bridge Mosher Creek 148 <br />2204401 <br />05+00 16' Lt{ 3 50 <br />205+01 16' Rt 13 <br />207+70 161 <br />Lt. 13 <br />I" I" SECTION`C-C" SECTION"D-P" <br />STA. 176 +00 to STA. 287+87 207+71 16'Rt. 13 5 <br />I" 2'-IW' I" 208+35 16' Lt. 13 <br />COVER DETAILS 208+ 36 16' Rt. .13 5TOTAL148C.Y. Z09+ 00 16'Lt. 13 5 <br />15 11h6 209+01 Rt.6 13 5 <br />TOTAL = 50 SQ.YDS. <br />1 Ei8 a PUBLIC ROAD CONNECTIONS <br />1- I--- <br />SII <br />211 •; <br />v L .E <br />IN 1 <br />r- ; <br />15'Es.c.P I : :h= 0.21 <br />I <br />A.C. over 0.50' A.B. over 0.50'A.S.CLEARANCE MARKERS <br />1 <br />sTA. R CLASS A CONCRETE METAL1 <br />I I di N y OAD Tons A.C.- A.B.-A.S.I I 2 Bnror Rivet M as directed b Engineer) <br />9 221 50 ALPINE 89 201 174 OSHER CREEK BRIDGE ) y 94IonCastor1WeldedinfoframeApproximateQuanities) <br />STA.LOCATION TYPEf >.o 24? 27 PEZZI 47 106 92 <br />n:. . •: :r `..*•:,.. ; .;: - P';4•''i'.`a°.:.:? ' 1: a@ 18 % 283+4? STATE,HWY. RTE.88 171 387 336 CUBI YA OS LBS. <br />FRAME SECTION STA. DESC. Excavation Backfill P.C.C. Reinf. Steel 205+87 17,Rt. L6" 2=0" 6"- I6" D•12" 2 81"min. 6u h>— DETAIL 206+96 17'Lt. LSECTIONB-B ELEVATION 81 SECTION A-A" <br />TOTAL Tons 307 694 602 <br />206+42 Slab Span <br />72 39 139 34.854 226+41 31' Rt. L <br />Mosher Cr. 226 +69 30'Rt. L <br />PC.C. DROP INLET WITH CAST MEL COVER TOTAL 4 Clearance Markers <br />NOT TO .SCALE <br />PLACE A.C. DIKES <br />TOTAL 72 39 139 341,854 <br />as directed by Engineer ) <br />STA. to STA.LOCATION L. F METAL BEAM BRIDGE RAIL <br />ROADWAY EXCAVATION <br />204+00 206+05 161t. 205 MOSHER CREEK BRIDGE ) Stu. 176+00 to Sta. 287+87 ROADWAY 13,110 C.Y. <br />204 +00 205+87 16'Rt 167 <br />206+96 209+00 16 Lt. 204 <br />206+77 209+00 16 Rt 223 STA. to STA.LOCATION L. F. <br />205+87 206+77 Rt. 91 TOTAL 13 ) l 10 C.Y. <br />TOTAL 819 L.F. 206+05 206+96 Lt. 91 <br />Note: At driveways and field entrances, dike <br />will be flatten to 0.08' lip.TOTAL 182 L.F. <br />BENCH MARKS <br />REMOVE PC.C. STRUCTURES <br />o <br />F B. 564) <br />Z <br />CLASS A CONCRETE m <br />MINOR STRUCTURES) <br />STA. DESCRIPTION LOCATION_. ELEV. . <br />STA. DESCRIPTION LOCATION C.Y. Nota: <br />22I+16. box Cult"/Headwall-Rt X-Dr 6 B.M.'s established during preliminary engineering will <br />be void by Utility Company and property Ownerb removal221 +65 Box Culv.11-leadwall Diag. X-Dr. 15 STA. DESCRIPTION LOCATION C.Y. <br />of obstruction <br />y <br />prior to construction. B.M-,5 <br />r <br />a221495BoxCulyw/Headwalls X-Dr 6 194+55 Std. Straight Headwalls 24'Lf.6 Rt. 3.0 permanent nature are to be reset by Engineering248+72 Box Culy w/Headwalls 207+00 Sid. Straight Headwall 31M.at inlet end 2.0 Department. See Engineer for correct data.8 Wingwalls X- Dr. 7 207+00 Std. Straight Headwall 31'Rtatinletend 1.0 <br />265+50 BoxCuly "'/Heodwalls 226+64 Drop Inlet Z3'Rt 1.0 <br />f INIngwalls X- Dr. 7 <br />TOTAL 7.0 C.Y. <br />TOTAL 41 C.Y. <br />REFERENCE COUNn <br />Est 8k. 916. 7 <br />DEPARTMENT . <br />EIGHT MILE ROAD O) <br />CONSTRUCTION NOTES <br />DESIGNAGA <br />APPROVED DATE DAI- <br />5-5-61 <br />NO DATE DESCRIPTION APPRD.DRAWN:RaDRAWING NO.L. H. BRADLEY R.E. 7077 <br />REVISIONS CHKD: DIRECTOR OF PUSUC WORKS