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Home My WebLink About20191758 Ver 1_Permit Drawings_Buffer_20190918_20200309See Sheet 9-A For Index of Sheets See Sheet 9-B for Conventlonal Symbols DO C4 V W O STATE OF NORTH CAROL INA DIVISION OF HIGHWAYS MARTIN COUNTY LOCATION. BRIDGE No.71 OVER FLAT SWAMP ON SR H59 TYPE OF WORK: GRADING, DRAINAGE, PAVING, STRUCTURES. BUFFER IMPACTS PERMIT BEGIN PROJECT 17BP.1.R.86 -L- STA.15 + 00.00 TO SR 11M MEEKS RD. o CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. c w, THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. N � H �V D n t a i 0 0 v) dD O P O o � (Vo O ON P LL a 11 FLAT SWAMP FLAT SWAMP -L- TO ROBERSONFILLE 1159 FLATSWAMP RD END PROJECT 17BP.I.R.86 -L- STA.18 + 80.00 erwrn 9'1'wTe Pag1B1,T MlnMuwce raw '^ter N.C. 17BP.1.R.86 NNE BUFFER DRAWING SHEET 1 OF 3 NOTE: NO DECK DRAINS ON BRIDGE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared in the OJJice of.- ETHERILL Prepared f r: HYDRAULICS ENGINEER ADT 2015 — 1,100 ENGINEERING DIVISION OF HIGHWAYS DIVISION I Qt@•.�nkp o;� esst ti ?:4oF °Ngi9 moor 50 25 0 50 100 1223 Jones Franklin Rd. Raleigh, N.C. 27606 113 Airport Drive SEAL 0� Q�(2pi ADT = K = % LENGTH ROADWAY PROJECT 17BP.1.R.86 = 0.058 MILES License No. F-0377 Bus: 919.851.8077 Fax: 919.851.8107 Edenton NC, 27935 a 23993 r •, f y, : q''•::,GI NE,::\L Q ��' p C� �p 2012 STANDARD SPECIFICATIONS BOB A. MAY, PE PLANS RIGHT OF WAY DATE: D = % PROJECT ENGINEER 50 25 0 50 100 T = % V = 60 MPH * TTST = % DUAL = % LENGTH STRUCTURE PROJECT 17BP.1.R.86 = 0.014 MILES JUNE 20, 2019 a •.I. ROADWAY DESIGN . `N CA p� ENGINEER o: ss1 m , ; 2.�Fe oti`9'y TOTAL LENGTH PROJECT 17BP.1.R.86 = 0.072 MILES LETTING DATE: ROBERT O'DELL JR. (HORIZONTAL) PROFILE HORIZONTAL PROJECT DESIGN ENGINEER NOVEMBER 20, 2019 S. b 10 5 0 10 20 FUNC. CLASS = LOCAL RYAN SHOOK NCDOT CONTACT: DIVISION PROJECT ENGINEER (Subregional Tier) '��•,BO ;�GINEE , PROFILE (VERTICAL) BUFFERDRAWING SPEDAL CUT DITCH I Notw S.Ie) -L- PC Sto. 10+00.00 -L- PT Sta. 11+46.42 SHEET 2 OF 3 NI,, aR SI Graaad D F\fie -L- PC Sto. 11+6/J9 Min. D=1.5 H. N 75' 4'12" W FROM STA. 15+50 TO STA. 16+55 -L-CRT. 35.07' N 78°43'20' W CLASS II RIP RAP C/L CANAL P/L 38,3 \ TO SHLD. PT. (TYP.) FLAT SWAMPSTRUCTURE 1 ,W � I) l'T GVATION � .� 1 ,�. EST. 50 CY \ WOODS �e N= BARBARA JAMES)'ET AL `� I I CLASS II RIP RAP TO SHLD. Pf. (TYP.J \ WOOgS� % \`A NI DOMINION POWER EASEMENT N, � WOODS TO SR //� 60 REEKS RO. ExanNc A,EXISTING - R/W - E -- GREU TLC —�3RELL7L�- py�0 SR 1159 FCAT SWAMP ROAD 2/'PAVED ROADWAY o UPPOfitT (ABANDONED) v - - 1223 JL.ones Franklin Rd. ETHERILL Raleigh, N.C. 27606 ENGINEERING Bus: 07 R91985187 Fax: 919 8518107 TRANSPORTATION PIANNING/DESIGN- BRIDGE/STRUCTURE DESIGN PROJECT REFERENCE NO. SHEET NO. /78P,1°R.86 4 WIN SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER -L- PC Sto. 19+17.80 O 2 EUGENE ROBERSON WOODS CNIUSITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION -L- PT Sta.21+98.14 / 2I 6 \ I I TO ROBERSONVILLE —T— — .- -. . - s.. - - _- - — — — — —T— _ em- -TL- _ - -- x- -' ' - S - B 2GI GREU TL EXISTING R/w - " ' - EXISTING R/W � -- L al 1 WOODS R C S S e R� RJR W000s DE sT.I TN woods BARBARA JAMES, ET AL -L- PT Sto. /3+33.43 -L- PC Sto. 14+74.93 , �� d EST.5 SY GEOTE%TILf LAT $WA m IIS' DOMINION d SE�DEf tDIT N WOOD POWER EASEMENT 1 AI N C I y� SI°20'06 E / I \`rl L- PT Sto. /5+82.96I sTRO—RE S 53°01'26' E I - EXGVATION 25 92' �- 100' 0' 100, Z GRAPHIC SCALE Q ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (ROADWAY) ALLOWABLE IMPACTS ZONE 2 (ROADWAY) FS .30 C C/L CANAL P/L BRIDGE 171 3-SPAN CONCRETE AND WOOD EST.] rNRIR11 .1 WITH 4 WOODEN WI NGWALLS EST.7 SV GEOTEXTHE LOW WOOD BRIDGE TOP OF WATER TO LOW BEAMAM BBRIDGE CLEARANCE=7.02' s1a.=16+0 . 16+55 THE HISTORIC HIGH WATER MARK COULD NOT BE �1D=1.6 cfc DETERMINED BY PHYSICAL OR PAROLE EVIDENCE =0.40.05N. s 1R NM. =0.045 Line =Gras 2 EUGENE ROBERSON R 1159 FLAT l •SWAMP ROAD 20'PAVED ROADWAY CULTIVATED -L- POT Sto. 23+40.49 SEE SHEET Sl- THRU S-? 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AT I I n iiiiiiiiiiiiiiiiiiiiii I..................... 1..n.........n........ 1..n.........n........ ................................................................................................................................................................................................................... n.........n........n.........n.........n.........n......nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn......■n........■n........■ ...........................................nnnnnnnnnnnnnnn.n...n......n...MENEM n.........n........n.........n.........n.........n......nnnnnnnnnnnnnn .......................................................................................IMENEEnnnnnnnnnnnnnnnnnnnnnnnn.............n.........n n.........n........n.........n.........n.........n......nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn......■n........■n........■n........■n.......nnnnnnnnnnnnnnnnnnnnnn ..............................n.........n 1..n.........n........ 0 11 12 13 14 15 16 17 18 19 20 BUFFER IMPACTS SUMMARY IMPACT BUFFER REPLACEMENT SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) TYPE ALLOWABLE MITIGABLE ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft) ZONE 2 (ft2) TOTAL (ft) ZONE 1 (ft) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft) ZONE 2 (ft) 1 70' bridge -L- 16+00 to 17+40 X 1219 1219 road X 887 1209 2096 TOTAL: 2106 1209 3315 0 0 0 Rev. May 2006