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0 <br />EE <br />z' <br />N <br />a <br />I <br />`POND <br />S SRW <br />:COCA ED <br />RED <br />7' C/A. S= PIPE Q <br />EXISTNG GROUND _COMMON FILL - SEE NCTE 3 <br />IH:1V- <br />APPROXIMATE LOCAT°N--'/ <br />OF SLURRY WALL li <br />V <br />RECRADE DITCH TO <br />MATCH EXISTING CONDITIONS <br />A A $- SILT FENCE <br />— — — — --- OVERHEAD ELECTRIC LINE <br />E GAS LINE <br />t TELEPHONE LINE <br />- — - - — DETOUR ROAD CENTERLINE <br />EDGE OF ASPHALT <br />FENCE <br />o....... mm. CONCRETE BARRIER <br />EDGE OF RELOCATED ROAD <br />UNITS OF SIZE DISTURBANCE <br />r' <br />NOTES: <br />COOT TYPE 4 <br />CONCRETE BARRIER <br />ALONC EDGE OF RMROUAR/ ROAD <br />EDGE OF <br />TWICAL BOT1 SIDES OF ROA <br />EXISTNG ASPHALT, <br />BETAEEN STA, 0140 STA_ 5 +50 <br />SOUTH SIDE (F <br />EAST BETH AVENUE <br />r3H:I V <br />_ _ _ <br />12' COOT CLASS 6 AGGREGATE <br />BASE COURSE <br />TEMPORARY ROAD SECTION o <br />STA. 4 *16 8 <br />0 25 5 10 5 <br />SCALE IN FEET <br />Q <br />EXISTING ROAD <br />VARIES - SEE NOTE 4 VARIES - SEE NOTE 4 <br />9" BITUMINOUS PAVEMENT CR.- ELEVATION <br />/MATM EXIS. ROAD <br />0.02 R./FT / G FT. /FT. <br />i, COMPACTED SUBGRADE - <br />TYPICAL ROAD SECTION o_ <br />EAST SETH AVENUE RECONSTRUCTION S <br />0 2 4 B 1" <br />SCALE IN FEET <br />NOTICE TO CONTRACTOR <br />THE TFAFFM MAIN RHO ON TNIB WHEAT IS A CONVENTUAL MINOR <br />FOR USE EY THE CONTRACTOR FOR ROtDNO PURFOWES ONLY. THE <br />CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL FLAN IN ACCORDANCE <br />WTN THIN "REAL OF UNIFORM TRAFFIC CONTROL OENCE& TIE <br />TRAFFIC PLAN WHI RE APPROVED BY ADAMB CWMTY. WHAT IB <br />WNOWN III NOT BE USED FOR PERMTTRIO OR COHBTRUCTpII <br />NOTES: <br />1. SURVEY OF PROJECT SIZE MADE By SEU.AROS AND GRIGG. INC.. OCTOBER 1997 <br />AND JANUARY 1998. <br />2. SLURRY WALL LOCATION IS ESTIMATED, ACTUAL SLURRY WALL LOCATION MAY <br />VARY. CONTRACTOR MUST FIELD LOCATE SLURRY WALL PRIOR TO PIPELINE CONSTRUCTION. <br />0 <br />]. USE EXCAVATED MATERIAL FROM SOUTH HALF OF TEMPORARY ROAD AS COMPACTED <br />U' <br />S <br />FOR NORTH <br />FILE FIXV NORTHERN PORTION OF TEMPORARY ROAD. <br />—�� <br />4, PEACE 9 INCHES RI MINOLS PAVEMENT OVER COMPACTED SUBGRADE PUCE PAVEMENT <br />—TAT <br />TO THE LIMITS OF THE EXISTING PAVEMENT PAVEMENT WIDTIS VARY FROM ONE LOCATION <br />TO ANOTHER. <br />o zO w BO Iza <br />- <br />T /DO <br />I1 FOR BID <br />a <br />SWEET <br />THE <br />NO, <br />DAZE <br />NY <br />OHN <br />NAPPY <br />SCALE Al FEET <br />CITY OF ORNTON <br />O <br />DAHLIA GRAVEL nT TO OOOLEY PAA4FL PIT <br />GEI Consultants, Inc. <br />R"E "` °NR'E °' PDNLRE <br />4 <br />ENGLEW000 COLORADO <br />TRAFFIC CONTROL PLAN <br />SHEET <br />- <br />ANn slldlnTInNRMNt <br />NO. <br />III <br />11N11111XR1'1' <br />ttLGNEO <br />CPANN CNECXD) APPROVED <br />[ <br />III1 <br />I G <br />8 <br />LA.i. <br />RJA <br />CAT. <br />R.J X. <br />11IIIIIIIIIX�I <br />N <br />'I <br />'IIINI�IIIIIIIIIIYIIIYII <br />u <br />0 0 0 1 0 2 1 5 <br />_ <br />