Laserfiche WebLink
Vertical Datum=NAVD 88 <br /> Eclipse Mill Road <br /> Note: 95.33 subtracted from as-built elev's=NAVD 88 <br /> N <br /> 60 a E. 60 <br /> b. <br /> 50 > a .o a � -9 3 i 50 <br /> q m m y m m Q o $ y rRecommended Flexible N <br /> if) ma m < o m a- rn n - ,o r /Coupling(3 Each/Total) '> > ' <br /> 40 <br /> 40 -C 3 m.�p.N n In"p-+ 0 m r o W°n �� a Q <br /> E m `cSv a � co rn c m �C +� �a €J '' U <br /> 35 M 10 Year Feet c a .2 x 4_ <br /> > tl 8 i. 8 II II 3 II 8 II O co 35 <br /> 30 0_ N vnm v cN.o , n v 10 v m n ib d / 100 Year Flood s °' N <br /> j (MH — -- ---_dH- -/ <br /> 15 <br /> o <br /> • <br /> 0 72"RCP S=0.00-03 • Flow Direction I. ' <br /> o <br /> i __ <br /> 5 <br /> -10 4"-8"Quarry IE-0.03 IE-0.15� o <br /> \-IE 1.07 Spells(7'-9' �IE-2.33-15Depth) \-4"-8"Quarry -15 <br /> -20 Class IV` Class III` Class IV' Spells(2'Depth)' <br /> — -20 <br /> t <br /> -25 ro <br /> 10 II Q 72"RCP Pile Supported Seclion -25 <br /> as - c Approx.918 L.F./40T Wood Piles,2 ea @12'O.C.—-30 <br /> -35 <br /> c (DC <br /> 10 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 /> _ IIStationing=72"RCP As-builts I Stationing=Proposed Roadway Alignment Provided by the City of Everett,Jan.2009 to <br /> ' Information from inspectors ° <br /> construction records. ° COO ao <br /> scALE IN FEET <br /> Figure 3a <br /> P:UCPDNRaECTEveremEcrpx Ppe@n PMxbAApoelg3.72iiROW* 72-111 Pipeline Profile <br /> Mod:05/15/20001217 I Plo0ed:0 51152 0 00 11:58 I Ynbtq <br /> Vim ECLIPSE MILL ROAD-PIPELINE PROTECTION PROJECT <br /> Everett,Washington <br />