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• <br /> • <br /> • <br /> • <br /> • <br /> • Vertical Datum = NAVD 88 <br /> • Eclipse Mill Road <br /> Note: 95.33 subtracted from as-built elev's= NAVD 88 <br /> • N <br /> • <br /> • 60 <br /> 100 Year+2 Feet 60 <br /> • 55 <br /> to= _ - = _ 55 <br /> • 50 N 3 50 <br /> D l J� <br /> • 45 N L m Q d co fi 0- < 0- Q Q C <br /> ++ m _ > Q 0Q v >, 45 <br /> 40 5 j co a�N 2 r N o o <br /> • Lco <br /> N CO cd+' c CD c rn c r 0 in 0 + . j a 40 <br /> • 35 m II II U ii V II U ii d Q CO jj h i Q 'i- 35 <br /> 300 N +' V in <br /> o N p a ito 100 Year Flood Elevation a� -- U <br /> • COM o Cl)03 to 3 (Dee + v+ m + + + o Cl) + ti N a� CO 30 <br /> co c i m .—co T. <br /> COv 3 Existing Grade <br /> \ 00.- m COm r- I- tel Q 25 <br /> • 20 N — 20 <br /> m <br /> • 15 l - �--- ------ ----fib �� <br /> • 10MH / 15 <br /> 10 <br /> 1 <br /> • 5 <br /> • 0 0 5 <br /> W <br /> • 5 / 48"SS Flow Direction ► IE 7.17 / 0 <br /> -IE0.17 5 <br /> • 10 IE -3.63 <br /> -(E-5.33 iE-3.33 IE-4.33 IE-2.83 -10 <br /> • -15 IE-4.38 -15 <br /> • -20 <br /> -a -20 <br /> • 25 CO Q m0 Note: No Pile Supports for Pipeline, No Overexcavation for Foundation Gravel -25 <br /> • -30 0 <br /> a CO O -30 <br /> • -35 .- <br /> 40 Cl) CO CO -35 <br /> • -40 <br /> • -45 <br /> -45 <br /> • 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 <br /> • Equation 20 <br /> • <br /> • — <br /> Stationing =72" RCP As-builts^ Stationing = Proposed Roadway Alignment Provided by the City of Everett, Jan. 2009 10 <br /> re <br /> • — > <br /> 0 <br /> • HORIZONTAL <br /> • 0 100 200 <br /> • SCALE IN FEET <br /> • <br /> A Figure 3b <br /> • <br /> P:IACADIPROJECTIEverettlEclipse Pipeline ProtectionReportng 3b 48-in Profile.dwg 8-i n Pipeline Profile <br /> Mod:05/13/2009,14:55 I Plotted:05/15/2009,14:58 I john_knobbs 4 <br /> • URS ECLIPSE MILL ROAD-PIPELINE PROTECTION PROJECT <br /> • Everett,Washington <br /> 0 <br />