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GRAPHIC SCALES 20 l0 0 20 40 PLANS 20 �po is o so 40 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT = 540 V = 50 MPH FUNC CLASS = LOCAL SUBREGIONAL TIER PROJECT LENGTH TOTAL LENGTH OF ROADWAY PROJECT B-5763 = 0.053 MI LENGTH OF STRUCTURE PROJECT B-5763 = 0.006 MI TOTAL LENGTH OF PROJECT B-5763 = 0.059 MI S E P I TeI9gM1 �NC 2]605 E N G I N E E R I N G 8 Fax913789-0591 COxSTRUCTION 4cense�.C-219] 2012 STANDARD SPEC7FlCAT/ONS RIGHT OF WAY DATE: I BEN CRAWFORD, PE PROJECT ENG7NEER LETTING DATE: I MATTHEW COPPLE, PE PROJECT DESIGN ENGIh'EER TO SR 2411 HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. INCOMPLETE PLANS DO NM VSB POR R/W ACQVISRION � PROJECT REFERENCE NO. SHEET NO. 0' � PERMIT DRAWING — m � DENOTES IMPACTS IN SHEET 2 OF 6 RM� SHEET NO. 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E EV. = 85.68' SKEW 105 DE . PROP SED 3 10'X8' R BC -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- --e'k�fi 1*ttil-I- ttt5---- -------- -------- - ------ -------- -------- -------- -------- -------- -------- -------- ------- -------- -------- -- EXI TING B IDGE -------- -------- -------- -------- � 4 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- - ----- -------- -------- - 2:1 NORMAL 2:1 NORMAL -------- -------- -------- -------- -------- -------- -------- -------- -------- ------ -�--- -------- -------- -------- --- --- ----t�fA tt - -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- BA K RT H ADWAL TOP F J BAN RT -------- -------- -------- -------- � � -------- -------- -------- -------- ----- --- — --�----- — -- --�"'�— ------ --- — t — �— --- -- -- --- ---- =— -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- ---- --- -- '---- •-•----- --'----- - . . '•----- -------- '------- -------- -- --- T P OF � WS ELEV. = 75.07 � OP OF B NK LT y2 Olb INSi TOP •— --- __ SLAB ANK LT -- --� -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- �A �^�� � _ ��� ---- ST EAM B D ENTERL NE ELE = 574.0 FT � '� i� r3i �/� _�n _ RADE=0.183°io (,rrY � LOW FLOW -------- -------- -------- -------- �"L ------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- --- -------- -------- -------- -------- -------- -------- -------- -------- -------- ------- -srt�- -------- -------- -------- ----- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- � � � -------- -------- -------- -------- -------- -------- -------- -------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ � -------- -------- -------- -------- -------- -------- -------- -------- -------- - - - - - - - � � � � � -------- -------- -------- -------- -------- -------- -------- -------- -------- ------- ------- ------- -------- ------- ------- -------- -------- -------- -------- -------- -------- z -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- - - - - - �o �� �� �� �� w� �� �� -------- -------- -------- -------- -------- -------- -------- -------- -------- ---- ------- ------ ------- ------- ------- ------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- --- - - - - - - - - N*H }(q �� �� �� U)M �� �� �� � ���� � ���� � ���� � ���� � ���� WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 STA. 14+31 TO BANK STABILIZATION 0.0 0.0 0.0 0.0 0.0 0.011 21.0 14+85 -L- RT STA. 14+44 TO 3@ 10'X8' RCBC 0.022 41.0 STA. 14+78 -L- STA 14+44 TO Dewatering 0.006 23.0 LT 14+31 to 14+60 Scour Hole Protection 0.010 21.000 TOTALS*: 0.0 0.0 0.0 0.0 0.0 0.043 <0.01 83.0 23.0 0.0 *Rounded totals are sum of actual impacts NOTES: EXISTING BRIDGE AND END BENTS WILL BE REMOVED NO WETLANDS WILL BE IMPACTED I Revised 2013 10 24