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Home My WebLink About20170494 Ver 1_230198_Hyd_prm_wet_ANSI B_11X17_170427_20170427+ L �Q� 0 NM� � ec �o�. �N/ M C'.� f.:.. � � •� � V � � O V See Shee'1� 1A For Index of Shee'ls See Sheet 9B For C'onventlonol Symbols See Sheet 1C For Survey Control Sheet �� ll �� COLUMBUS COUI�TY LOCATI0111: BRIDGE N0.230198 OVER WESTERIV PR01VG CREEK 0111 SR I546 (BILL HOOKS RD.) TYPE OF WORK GRADI11tG, DRAIIVAGE, PAVING F� STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT sTwre sTwre nno�ecr neaenxnce no. �� 17BP.6.R.70 176P.6oRn70 I P A f�1�A o sxea.r mrn� . . SHF.P.TS � PE WW /UTIL. BRIDGE #230198 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES DESIGN DATA 30 15 0 30 60 ADT 2016 = 270 T = 6 % * PLANS V = 55 MPH 30 15 0 30 60 *�ST = 3% DUAL = PROFILE (HORIZONTAL) FUNC. CLASS = MINOR COLLECTOR, RUF 6 3 0 6 72 (SUBREGIONAL) PROJECT LENGTH LENGTH ROADWAY TIP PROJECT 176P.6.RJ0 = 0.060 MILES LENGTH STRUCTURE PROJECT 17BP.6.R.70 = 0.017 MILES TOTAL LENGTH TIP PROJECT 17BP.b.R.70 = 0.077 MILES ETHERI�� DIVISION OF HIGHWAYS ENGINEERING DIVISION 6 1223 Jones Franklin Rd. Raleigh, N.C. 27606 558 G�Respie S:+eee License No. F-0377 Fayerreville Nq 28307 Bus: 919.851.8077 Fax: 919.851.8107 2072 STANDARD SPECIFICA770NS RIGHT OF WAY DATE: EDWARD G. WETHERILL,. PE PAOJECT ENGINEER LETTING DATE: NCDOT CONTACT: GREG S. PURVIS, PE PROjECT DESIGN ENGINEEft BRICE BELL, PE DIV7570N 6 BRlDGE AROGRAM MANAGER HYDRAULICS ENGINEER ROADWAY DESIGIY ENGINEER P.E. P.F,. Hqa ��;�� 8��q ?p�� PERMIT DRAWING SHEET 1 OF 6 DOCUMENT NOT LONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEO iiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiii iiiiiiiiniiiiiiiiii� ��i �� i �� y��:r.i n�i:�m� ��I IY iYilli/i�WY� ��I 1� ��1:71 � �� I lii ij:�ll io�� J�I�l9 ��I1� ��^� ��I I\ ��r� ��I1� �� I1� �� 11� �� X-1 X-2 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 -L- 18+45 to 22+20 1@25', 1@30', 1@35' 18" C.S. 0.03 0.06 0.07 < 0.01 < 0.01 44 4 TOTALS*: 0.03 0.06 0.07 < 0.01 < 0.01 44 4 0 *Rounded totals are sum of actual impacts NOTES: 44 Ft. of permanent existing channel impacts is for Bank Stabilization Mechanized Clearing+Fill in wetlands=0.097Ac Temporary SW Impacts: 312 Sq. Ft. Permanent SW Impacts: 149 Sq. Ft. 2013 10 24