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Home My WebLink About20191758 Ver 1_Permit Drawings_Buffer_07302019_20191230 (2)See Sheet 9-A For Index of Sheets See Sheet 9-R for Conventional 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 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 S 0 P � � �roT 2N d ca V + FLAT SWAMP 77FLATWAMP 17 + 08.32 -L- TO ROBERSONFILLE 1159 FLATSWAMP RD END PROJECT 17BP.I.R.86 -L- STA.18 + 80.00 41 erwrn erwTe PRomcr Ra1BRDNCa No. '^ter N.C. 17BP.1. R.86 BUFFER DRAWING SHEET 1 OF 3 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 1 moor $0 25 es Franklin Rd. Raleigh, N.C. 27606 113 Ai,p— Drive 0* 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) BUFFER DRAWING SHEET 2 OF 3 N 35' l3' 24.9 E 100' 0' 100, GRAPHIC SCALE � � I \�\ WOODS BARBARA JAMES)'ET AL I w000s ,� 1 TO SR //� 60 REEKS RD. `K I :2r E%ISTING R GREU -----------------------— SR 1I59 FLAT SWAMP ROP__ --------- -- —'— — —T— — -- — — — - -- -ems REU TI EXISTING - R/W- O�.-\ WOODS BARBARA JAMES,ET AL N 34 33' 56.4° E DETAIL B RIP RAP AT EMBANKMENT INwro Smle) N 0 Z Ditc N ALLOWABLE IMPACTS Grade ZONE 1 �—/ (BRIDGE) GEOTEXTILE Type ALLOWABLE IMPACTS of Liner= 18 T Geotedlle1=2ig-sYp ZONE 1FROM STA. 16+41 TO STA. 16+65 -L- RT. (ROADWAY) ALLOWABLE IMPACTS ZONE 2 (ROADWAY) N 75'035.07'4'12" W ' MUCrUBE - EXCAVAnON EST. M Cy , DETAIL A SPECIAL CUT DITCH SPEC! Not w S.10 Front DB<h ° Slope Min. D=1.5 H. FROM STA. 15+50 TO STA. 16+55 A- RT. N 78'43'20' W \ C/L CANAL P/L FLAT SWAMP R? \ u r F' I 115' DOMINION POWER EASEMENT STRUCTURE FXCAVARON EST. 50 CY �E - - 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO. ETHERILL Raleigh, N.C. 27606 ENGINEERING 17BR✓.R.86 4 (ABANDONED) Busen9198518077 Fax: 919 8518107 RAW SHEET NO. ROADWAY DESIGN HYDRAULICS - TRANSPORTATION PLANNING/DESIGN- BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER CIVIUSITE DESIGN - GIS/GPS- CONSTRUCTION OBSERVATION In INCOMPLE rE PLANS DO NOT USE FOR / W ACOULSITION WOODS _REU TL -- -�-- �F E u Bp,"`E I w000s DE sT. T D w000s / �/ Car $WA m EST. S Sy GEOT-1. d / IIS'DOMINION / S AL tyi DITCH WOODS 'I','�rp POWER EASEMENT p 15E�DUy N Y SI601' A/ 34 48' 477" E "AW ° s3°orz6 E - I EMBAIJI(MEM 25 92' • (SEE DETAIL B)) exdynnON1 C/L CANAL P/L BRIDGE "I EST. 27 CY 3-SPAN CONCRETE AND WOOD EST.] _ _ am WITH 4 WOODEN WINGWALLS EST.7 SY GEOTEXIILE 7S._-16+DD ro 16+55 LOW WOOD BEAM=45.93' TOP OF WATER TO LOW BEAM BRIDGE CLEARANCE=7.02' OIO=1.62.6 cts V=R% d=0..4 R. THE HISTORIC HIGH WATER MARK COULD NOT BE s=o.0512 R.R. 0.!45ross DETERMINED BY PHYSICAL OR PAROLE EVIDENCE Liner=G O EUGENE ROBERSON - -T- - 4 EUGENE ROBERSON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SR 7A59FLA-T—SWAY—PAOAD 20'PAVED ROADWAY ----_N 3-4' 442J" - CULTIVATED TO ROBERSONVILLE SEE SHEET Sl- THRU S-? FOR STRUCTURE PLANS SKETCH SHOWING PAVEMENT /STRUCTURE RELATIONSHIP BEG. BRIDGE END BRIDGE -L- STA. 16+38.32 A- STA. 17+08.32 GREU TL-3 pE-III TYP III GREU TL-3 z5.1 GREU TL-3 TYPE -II TYPE -III GREU TL-3 -L- PT 51a.15T•82% N J448'4TTE BEG. APP. SLAB END APP. 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M........ 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