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20140551 Ver 1_Modified plan sheets_20140820 (2)
i _ I O ' NOTES: I 20 10 0 20 40 i � : �,� �. < , . < �� � � PROPOSED BRIDGE: l@45'; OAL=45' `� t � � � EXISTING BRIDGE: l@30'; OAL=30' sca,�E � ;� �� I, / cava� ro �� O ' urr� RIVER IIt , . :�piDRFw 3 Mi#2A- - .;.� L i � � � i HMIO ELEV=5.34' �2/R SPIKE IN 77" Q4< - .. d � G=896308 �'� - -�--?ai2izi _ ----__ -a�- sTA .6� iao �T I I � �� FREo a r�O�n oav�s PROIECT REFERENCE NO. SHEET NO. DB1-690092 3 RNJ SHEET NO. 2A ROADWAY DESIGN HYDRAUlICS ENGINEER ENGINEER PF3E1LINddN�RY 1�L.�NS DO NOT USL^ FO CONSTRUCT[ON � � F F DENOTES � FILL IN � � � � �� � M MCLPial% WETLAND � � �"� � �� � �.C� i00%�EMPLOYEE OWNfONY j � � � / e�E �F o ` ,", moffatt & nichol � i PUE / 1 � . ,,. .. _ , /' ' � \ E�_ I � I � pUE , . A� � � E / � � � pUE � i i �' DUE— � � PUF � I � , �DUE�\ � I I �/� �� � � �1 � E �� �—E�---'( PUE� � X�X e I � � � E� PUE��� pUE . � � � � nnioR n " _-.__ . � - � i I� (� w � � W W -� �. � V` - - _ _ O -- �E� I ' � � - _ 1 _ . :;� -;� �' I �_... _d671NG R/W � • _� _ __ � _ �_. _ — = INV-1.55' � � _ �J -. a. I � I / TOP 4.70' 15"CMP —�- � -' � - �— - I �� �' _�V= DI INV 7�78' - � E ISTIS�E�L ' - _ __ ___ _ __ � _ _ � � - - - � - � - - _ - - � �HE�TIMG � � - - � -- - � � _- � � -�- � - - � — - � - — 1 tV ' � � ti� � i -- I� I �.o� � � �' ; � �— �-- � t— � - �Nv � _,< '� i � - �-- ' — - ' - V is' ch�r � - �� i � � � � _ - - - � ---- ' �� � -� �� � � �ro �� - - i , � , � , _, �z � -si I II� � � �— � - _ � � I � � � ��i % � � �J��_ � � , F c ��E -- _ � - -___ . � TH 2 _ __ _ --- . _ . -,-- Sil L " ._ � � 2�.8'B57- . _ ii ' � 30A' � _ __ � �`'— �� � � �EXISP - � - — ___ _ ._ - . \ I _ - ` � IB" CMP � �_ - —\ _.__ . T 8' F fAP.`- ; . �. 9' � � ��` -_ �-_ .. _. ..— ____ � T 4�� . � _ _ \ . . -IRv � _ ., _ - ' ° �� �� � � , � -I.II F �_�,� I r - T . �F .-vi- � ___ -t. � RCP _ _ . F�iE -- � _ I � ,- _ * - ... MP 18_ � �! - ��--- -- -_�_� �, - ;. ... :.+k� .- - �`�.T _ __ � .. C /.. -_- __ ...._- -____-__ - _-____ i� --- --- - -- - _ �1 - _ - . �' � __ -- - I .- --- - � � ,� �� --- -� - . i :, rtiW �.�I ; j i � .-� � . . . j ...,.., ` ---p -- . _ --- -- ------------ \ _ I I - _�����_ _ _� oR � � I � � � � .. � -- � w C � � E � �' ' �_ F �� �� -�_ �� _ _ —� ° � _ � E � f \ � o --- � C — --- - - - i � �; _ i �_ l � � F _ „ / � � /� �, - == i � ��� , � :;z � / _P - , i� � �' � ;F � _�� � �\ / � -- — u % i �,�' a �� l � /� � � �l- ". % � i ��F � j ,' e ; o � � ; ' �� \ � �/ PERMANENT TEMPORARY � I � , ' � F �' F � ��E P"��E����" �, � � � STREAM STREAM WETLAND I � � � , °� � �� ��� ������ � � � � IMPACTS IMPACTS IMPACTS � i `o �� /� /� �F` — —�� � � � e a� i% �- i E �� ���I� �1 siTE � o �F o �F »� sF �� � �' � �� TOTAL 0 LF 0 LF 117 SF -'-- -----'----' _ �_ - -�- - _ _ 2o i o o zo ao —'---� __.__ � , - '---�-- , � _ _ --. - - --= -- - =— �---�-- � -- -- - - - � '� '� '� � � � , �, � 20 _ - _ - � !_: � �� HORIZONTAL . . . �� i i i i i . . . i_ . . �. . r , .. � p �. � __ . . . , . ----- �--�- -�: _ . i i . . . � ii _. ....... i � , � O � � 1 � � � - - - � 5 2.5 0 5 10 15 W� ' : w�o ; o � : � � _ + + � ' �� � * "? � � ' o � � - - _ : i W '; VERTICAL - �01° - �; , N i i ��o, ; �¢'� PlL = 1I5+,5g0.00 �' Q I---- 4' Q �, PlL = 13+30.00 � Q Q 10 �� m v~i W VC = 50'5 � v~i '• � �� i VC = 6�� I I= 14+25.00 � n 10 — �--- :-�-- - ---- — 2 �--------- EL = 4g.44' O ¢ DS =433 mph DS = 2 32 mph K�= 3 75 w vE'i w ��r �I��`i � �� �—� DS = 30 mph : (-J0.7383% (+J0.4176% �-1227/0% � � — � � � — 5 (+ 78/.___ �_ � ------ � --- 5 — — — — — — - _ _ - - � / � / �(+10.3000� � , 0 1 � , - , ���� - - - p % o �� � = I �� ;_:�� o DITCH LEGEND 0 _,-��_� ' ob +d' • � - - �N � �, �`� TEMPORARY I / TEMPORARY �! �� o o RIGHT DITCH , i , SHEET PILING SHEET PILING i I + N LEFT DITCH -------- (-) 5 _ + _ � � _ � + - ' _ � (_) 5 -- I I � , _ , �+HTT�I-� _ _ PROP.5-YR WS l4/30/l3J � � . J , � i � � � ELEV = -0.6, � : ELEV = 0.7' : : � � � . , -10 -10 10 11 12 13 14 15