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Home My WebLink About20191758 Ver 1_Permit Drawings_07302019_20191231See Sheet 9-A For Index of Sheets See Sheet 9-R for Conventional Symbols STATE OF NORTH CARD ILA DIVISION OF HIGHWAYS MARTIN COUNTY LOCATION. BRIDGE No.71 OVER FLAT SWAMP ON SR H59 TYPE OF WORK: GRADING, DRAINAGE, PAVING, STRUCTURES. WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN PROJECT 17BP.1.R.86 -L- STA.15 + 00.00 TO SR 1160 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 D il 0 0 P � � �roT 2N d ca V + FLAT SWAMP 77FLATWAMP END 17 + 08.32 —L— TO ROBERSONFILLE 1159 FLAT,SWAMP RD QJECT 17BP.I.R.86 -L- STA.18 + 80.00 41 erwrn erwTe PRomcr Ra1BRDNCa No. s"eD N.C. 17BP.1. R.86 1713P.1.R.86 PE PERMIT DRAWING SHEET 1 OF 4 Nil, INCOMPLETE PLANS DO NOT USE FOR RdW ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office j - Prepared for: GRAPHIC SCALES DESIGN DATA PROJECT LENGTH HYDRAULICS ENGINEER ADT 2015 — 1,100 —wAffETHERILL ENGINEERING DIVISION OF HIGHWAYS DIVISION I moor 50 25 0 50 100 1223 Jon es Franklin Rd. Raleigh, N.C. 27606 113 Airport Drive �� 2 Q�e�P� ADT = K = % D = % LENGTH ROADWAY PROJECT 176P.1.R.86 = 0.058 MILES License No. F-0377 Bus: 919.851.8077 Fax: 919.851.8107 Edenton NC, 27935 �o 2012 STANDARD SPECIFICATIONS BOB A. MAY, PE PLANS RIGHT OF WAY DATE: PROJECT ENGINEER LENGTH STRUCTURE PROJECT 17BP.1.R.86 = 0.014 MILES 50 25 0 50 100 ° * T /0 = V = 60 MPH * TTST = % DUAL = % JUNE 20, 2019 ROADWAY DESIGN ENGINEER a a TOTAL LENGTH PROJECT 17BP.1.R.86 = 0.072 MILES LETTING DATE: ROBERT O'DELL JR. PROFILE (HORIZONTAL) PROJECT DESIGN ENGINEER NOVEMBER 20, 2019 10 5 0 10 20 FUNC. CLASS = LOCAL (Subregional Tier) RYAN SHOOK NCDOT CONTACT: DIVISION PROJECT ENGINEER PROFILE (VERTICAL) � � I \�\ WOODS BARBARA JAMES)'ET AL I w000s ,k 1 TO SR //� 60 REEKS RO. `K NN 1 — _- -.—WL — — — — — EXISTING R/W SR 1I59 FLAT SWAMP ROAD 2r PAVED ROADWAY ' .X- .. _. _ .. .. .. _. EXISTING R/W EXISTING R/W!.'E� O�R2 w000s R c BARBARA JAMES,ET AL=f.yA;1T�N DETAIL B RIP RAP AT EMBANKMENT IA IGG' IGG, INw fo S-IR) Z 1o'IaRn. O Ditch l.o'mi . %r—I D, N G ade w GRAPHIC SCALE GEOTEXTILE II DENOTES IMPACTS IN pc a,Dner= 18ToGeoedllel=210��5Yp SURFACE WATER FROM STA. 16+41 TO STA. 16+65-L-RT. DENOTES TEMPORARY IMPACTS IN SURFACE WATER DETAIL A SPECIAL CUT DITCH I cABANDONED7 Notw SmI I Nofuml- F— DB<h Graaad Min. D=1.5 Ft. FROM STA. 15+50 TO STA. 16+55 -L- RT. \AL FLAT SWAMP cA WOODS R 115'DOMINION POWER EASEMENT WOODS R 1 . E E — PY00 UM 12GI PPORT — —T_ — B 2G — —T— _ -- �F e E n j I WrOODS m 5 RIP FAF DE J . TNW wP RAP EsT ` WOODS Ca$WA EST.5 EY GEOTE%TILf LIE' OEM, T ➢m WOODW POWER EASEMENT o R,P@ EMBAIJItMEM (SEE DETAIL B) - T=I J BRIDGE 171 —SSRIP aaP 3-SPAN CONCRETE AND WOOD EST.] TIN RIP RAP WITH 4 WOODEN WINGWALLS EST.7 SY GEOTEXTHE LOW WOOD BRIDGE TOP OF WATER TO LOW BEAMAM BBRIDGE CLEARANCE=7.02' THE HISTORIC HIGH WATER MARK COULD NOT BE DETERMINED BY PHYSICAL OR PAROLE EVIDENCE - - 1223 Jones Franklin Rd. ETHERILL Raleigh, N.C. 27606 ENGINEERING Ucense No. F-0377 BUS: 919 8518077 Fax: 919 851 8107 TRANSPORTATION PLANNING/DESIGN- BRIDGE/STRUCTURE DESIGN CIVIL/SITE DESIGN - GIS/GPS- CONSTRUCTION OBSERVATION PROJECT REFERENCE NO. SHEET NO. 17BRJ.R.86 4 R'W SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PERMIT D RAW I N G SHEET 2 OF 4 INCOMPLE DO NOT USE FOR E PLANS / W ACOUTSITION EUGENE ROBERSON 4 EUGENE ROOBERSON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED EXISTING fl/W TO ROBERSONVILLE `t'AMP ROAD 20'PAVED ROADNAY EXISTING RIW CULTIVATED SEE SHEET Sl- THRU S-? FOR STRUCTURE PLANS SKETCH SHOWING PAVEMENT /STRUCTURE RELATIONSHIP BEG. BRIDGE END BRIDGE -L- STA. 16+38.32 -L- STA. 17+08.32 GREU TL-3 pE-III TYP III GREU TL-3 211 z5.1 GREU TL-3 TYPE -II z5:, TYPE -III GREU TL-3 -L- PT 5fa.15�82% N J449'47TE BEG. AlP. SLAB END APP. 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I 0n0Ea.l MEMEN rrrrr ro......rr D FREQUENCY I rwrr rrrrr mom MEN r rrrrrrr I Io/ ELEVATION0rrrrrrrrrrrr0rrrrrr 7---111 ....r ...r.m r..rrrrrrr..rrrrrrr0..rrrrrrr..rrrrrrr . r rrrr rrrrrrrr rrrrrr rrrr rrrrrrr rrrrrrr : / II ............rrrrrEM Irrrrrrrrrrrrrrrrrrrrrrrr I0000000000. 1 ....0 .........r r .. I II I rrrrrrrrrrrrrrrrrrrr ..... ...... ..rrrrrrr..rrrrrrr..rrrrrrr..rrrrrrr 1110000. r.r ..........................r■..rr....! ........ ......................rr.......r..rrr..rrr..rrr..rrr..rrr..rrr...rr..rr...r...r...r...r...r..rr..............r....I.._rrrrr/rr r.. . . / . NONE. / /-_ / _ // .... rrrrrrrrrrrrrwrrrrrrrrrr.rrrrr.rrrrrwrrrrrrrrrr0rrrrrrrr0rrrrr0rrrrrrwrrrrrrwrrrrrr0rrrrrr0rrrr0rrrrwrrrr rr �,..........r■1..rr0........ r-----� -------.-----MEN I I•• I II Irrrrr I..r........ rrrrrrrrrrrrrrrr 20 .... ...r.........r.. .... rrrrrrrrrrrrrmom rrrrrrrrrrrrrrrrrr MEN .... .. ON OVERTOPPING I .......... ..... rrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrr . .rr .rr .........r...........r........ r.........r........r.........r.........r ....................................rrrrrrrrrrrrrrrrrrrrrrrrrrr................■r........■r........■r.......rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr.r......r.........riri...... �r.........r........r.........r.........r.........r......rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr r.........r........r.........r.........r.........r iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii r.........r........r.........r.........r.........r......rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr......■r........■r........■r........■r.......rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr.r......r.........r ................rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr.................■r........■r........■r.......rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr.r......r.........r mom DATE OF SURVEY 11712019iiiiMommooiiiiiiiiiiii ..r.........r........ 1..r.........r........ 10 iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii r.........r........r.........r.........r.........r......rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr......■r........■r........■r........■r.......rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr....r...r......r.........r r.........r........r.........r.........r.........r......rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr......■r........■r........■r........■r.......rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr....r...r......r.........rW.S. ELEVATION ..r.........r........ 1.i.iri.i.i.i.i.i.i.i.i.iri.i.i.i.i.O.N.Eii . iii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiAT DATE . I..r.........r........ I..r.........r........ I..r.........r........ - r.........r........r.........r.........r.........r......rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr......■r........■r........■r........■r.......rrrrrrrrrrr r.........r........r.........r.........r.........r......rrrrrrrrrrrrrr r.........r........r.........r .......................................................................................................rrrrrrrrrrrrrrr.r...r......r.........r ..............rrrrrrrrrrrr....r...r......r.........r ....... ................... rrrrrrrrrrrrrr ........................................................................................ rrrrrrrrrrrrrrrrrrr...............................im r.........r........r.........r.........r .......................................................................................................................................................................................................................................................r..................... ..........................rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr......■r........rr........rr........rr.......rrrrrrrrrrrrrr................................................r I..r.........r........ 1 1 11 12 13 14 15 16 17 18 19 20 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 -L- 16+37 to 17+09 72' Bridge < 0.01 < 0.01 45 60 TOTALS*: < 0.01 < 0.01 45 60 0 *Rounded totals are sum of actual impacts NOTES: