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��7 <br /> ., t <br /> Y <br /> � I <br /> � <br /> ��� , , � <br /> � � � <br /> � <br /> �Cyyy� , <br /> "+��� 08�9-1989 NORPRO 7Rt7CKRR�G ARE1/S'NALE R�YISFD 11UGUSl' 1989 pa9e 1 �GK �6y� <br /> �Zo� � FYed A. Selle �o►.YCFa.�U,LC1 r� a��'S <br /> �H C Brier, liashington �.Af�'T �Ip� <br /> ��g <br /> �� � Ct,annel <br /> H *•* ASPIiALT '[RUCI�IG nRF.T & SW11I,E <br /> �H y _�t� y�ype- -Invert Surface Nidth -F1o+r- J�L�� � <br /> � I,in]c Iength I,eft Ctr Right Slope Up/Dn Up/Dn 1kP�h In CFS Vel �' � <br /> W � J� lv��� I <br /> � 1 1 5 0 5 0.0 0.0 2.0 0.0 0 5 0 5 8 5.9 4 5 8 6.1 3 9.6 2 1.26 1.43 h � <br /> y 585.19 585.38 0.19 � <br /> y�� 2 10 25.0 0.0 2.0 0.0050 585.19 585.92 6.34 1.24 1.67 � ��t�� '.��� <br /> 585.14 585.38 0.23 � <br /> 3 170 3.0 1.0 3.0 0.0049 584.73 585.'.8 _3.71 1.34 1.27 � <br /> 583.89 584.34 0.45 <br /> tateral Length= 330 Upstream Len4th- 330 <br /> I <br /> 1 <br /> •�x FVl[IRE 1RUCfCR� aRF,� (GRASS) Channel <br /> I <br /> I <br /> -Ditch Shape- -Incert Surface Aidth -F1a+- ,�^^ <br /> ` Link Len9th i,eft Ctr Ri4ht Slope UP/Dn UP/Dn DePth In CFS Vel � � '.; �, s ��!\�J� �a ��, i <br /> ���� : ... �',; � <br /> � 4 167 40.0 0.0 2.OE 0.0049 584.80 584.91 4.83 0.29 1.03 �',��� � <br /> •, � ' S83.98 589.09 0.12 `a�✓� �;��G 1 ,� �p3� -,. <br /> , , �_ ................................ ...... ..:.............. � <br /> � , ��� �E ,�t�� � l�s) Pipe Design CITY 0- EV[RETT <br /> , I'uSl!c �Vorlcs DepL � <br /> Invert Depth Hin Velocity C.F.S. Fstunated � <br /> � I .__, <br /> I,uilc Length piam Up/Cn Slope Up/Dn Cover Act/Flil Act/FlA Cost <br /> 5 17 6 582.00 0.01235 1.98 1.4 2.9 0.25 0 <br /> ' S81.79 2.10 3.2 0.62 <br /> i �,�0 i,ateral I,zn4th= 184 Upstream Len9th= 184 <br /> , '�� Pipe D=Sign <br /> a��� x■* O.TfFALL 'N M+RBFA.."'C CRe."f1C � <br /> ' �S►6`� �E• '�HI�' LO <br /> Invert Depth Min Velocity C.F.S. Estimated , <br /> I �•' t Link Le°gth Di,aLm�. UP/Dn Slope UP/Dn Cwer �ct/F1A Act/kUl Cost �j�T� i1°,�� 'F�O�. <br /> � 6 10�'8 581.00 0.02000 2.89 2.2 5.5 1.33 0 ���i,�4-�(�j ��_� <br /> �t 580.30 3.09 4.9 1.71 � h��c� 7� Z°�p� <br /> i0 Upstream Len4th= 524 � p .Jl t� <br /> Iateral iznqth= f� C�.{fjI1.�E <br /> ,:.: �r� . St.�-�'�Q'('�£ P�QE <br /> M�. _ _ �PAGI'C1� u�11-�-- �`� <br /> �"z'; ' .C�1�`^^ '� ° � <br /> � ' 'wi;� <br /> i4�""cP.�,'�:�y-. <br /> ri,.'J <br /> ; � _ •��:.•.. <br />