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HomeMy WebLinkAbout20190466 Ver 1_470035_Permit Drawings_BUFFER_190603_20190613V u See Sheet 9-A For Index of Sheets See Sheet 9-B For Convetlonal Symbols Intercoastal � � 1756 4s PUNGO RIVER GAME LAND "V "' 1157 O II57 _ Scranton �.J !14 1149 .� 1752 1753 IS L\ 6 7143 1141 45 52 S[ades Makely.ille 146 7142 143 a 114 1147 1141 VICINITY MAP STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS HYDE COUNTY LOCATION: BRIDGE NO.35 OVER SLADE CREEK ON SR 1143 (SLADES VILLE-CREDLE RD. ) TYPE OF WORK: GRADING, DRAINAGE, PAVING & STRUCTURE BUFFER IMPACTS PERMIT THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA PROJECT LENGTH ADT 2017 = 140 ADT 2037 = 150 K = 10 % LENGTH ROADWAY TIP PROJECT 17BP.1.R.83 = 0.067 MILES D = 60 % LENGTH STRUCTURE TIP PROJECT 17BP.1.R.83 = 0.016 MILES T = 6 % TOTAL LENGTH TIP PROJECT 17BP.1.R.83 = 0.083 MILES V = 40 MPH * TTST =2% DUAL 4% FUNC CLASS = LOCAL SUBREGIONAL TIER W® !ETHERILL of Transportation in the Office of.• 1�� v'oN mre ENGINEERING 64 2012 STANDARD SPECIFICATIONS RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE PROJECT ENGINEER LETTING DATE: BOB A. MAY, PE PROJECT DESIGN ENGINEER NCDOT CONTACT. JOHN S. ABEL, JR. DIVISION I BRIDGE PROGRAM MANAGER STATE STATE PROJECT REFERENCE NO. SHEET NO. N.C.1 17BP.1.R.83 GLISTATE PROJ No A. 17BP.1. R.83 PE 17BP.1.R.83 _ ROW, UTI NAD 83/2011 HYDRA ULICS ENGINEER ROADWAY DESIGN ENGINEER PERMIT DRAWING SHEET 1 OF 4 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED CT: 0 lr 00 00 r, ••00C Lo to c Lu � L Note: Hi -Viz Fencing to be installed around NR-Eligible Properties before construction • • • • • • • • • Existing Power/relephone Line Proposed Power/relephone Line io R ELI IBLE PR PER ST JOHNS EPISCOPAL RICHARD H. CREOLE CHURCH = = MADGE J.WILLIAMS JEFF M.CREDLE & RICHARD H. CREDLE BUFFER IMPACT 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO. PMALLOWABLE IMPACTS ZONE 1 ETHERILL Raleigh, N.C. 27606 78P. S PERMIT (BRIDGE) ALLOWABLE IMPACTS ZONE 1 ENGINEERING License No. F-0377 BUS: 9198518/07 Fax: 9198518307 SHEET Rw SHEET NO. —4— (ROAD CROSSING) ROADWAY DESIGN HYDRAULICS ALLOWABLE IMPACTI ZONE 2 DESIGN TRANSPORTATIONPL- GING/DESIGN-BRIDGE/S OBSERVATION CINUSITE DESIGN -GIS/GPS-CONSTRUCr10N OBSERVATION ENGINEER ENGINEER (ROAD CROSSING) ���rnnrq�� CA2p7i •��� �a�rrrrnq�� �AR 074�� ,��dptH, �O,atH - SEAL - 1 SEAL GLI 21116 18462 50, 0' 50' 100, 150' ,,,, ,,,,�� GRAPHIC SCALE �� .uinnM`�,,,,,,• �iriuo• •`,,: PERMIT DRAWING SHEET 2 OF 4 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED AM SLAB 15+19.V4 + TYPE B-77 z SHOP CURVED w 251 PS -Djig o 'o - o� osa PS TYPE B-77 dl SHOP CURVED BEGIN BRIDGE -E D APP. LAB T-3TA13+36Si - + PAVEMENT/STRUCTURE RELATION DPOSED EXCAVATION F.58 CY J1JV'`r +32.28 +32.28 NOT REQUIRED GE EER T To SCRAATON F L U S SEE SHEET 5 FOR PROFILE SEE SHEETS S-1 THRU S-22 FOR STRUCTURE PLANS BUFFER IMPACTS SUMMARY IMPACT BUFFER RESTORATION SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) TYPE ALLOWABLE MITIGABLE ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) 1 1 @30', 1 @50' BR 15+32 TO 16+12 X 107 107 1 ROADWAY 13+90 TO 16+68 X 1239 632 1871 TOTAL: 1346 632 1978 0 0 0 0 0 WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS STATION ZONE 1 ZONE 2 SITE NO. (FROM/TO) (ft) (ft) 1 -L- 13+90 to 15+39 510 76 TOTAL: 510 76 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS HYDE COUNTY PROJECT: WBS-17BP.1.R.83 (SF-470035) 7/24/2017 SHEET 4 OF 4 Rev. Jan 2009