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HomeMy WebLinkAbout20190567 Ver 1_Bladen36-PermitDrawings_2019-04-29_20190430F- J) I T F I �9 O O 00 O 1-11 U) 0) F 0 L 0 C c 0 L c w S w U) U See Sheet IA For Index of Sheets See Sheet I B For Stondord Symbology Sheet I z BEGIN Zm PROJECT o 87 1� END PRO ECT O� 1 A� �d ga ti nre Rd SR � 5R o �P 10 � v � �--�� DETOUR VICINITY MAP N.T.S. BEGIN PROJECT —L— STA.11 + 40.00 m&- TO EL WELL FERRY RD STATE OF NORTH CAROLINA DIVISION OF HItlltit'Al'; BL.,d 0!11DEL1t C O LOCATION.- BRIDGE #080036 OVER KITCHENS BRANCH ON SR 1747 (FLAKE ROAD) P E RM I T D RAW I N G SHEET 1 OF 5 STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C.. DF15406.2009455 I STATE PROD. NO. P. A. PROD, NO, DESCRIPTION DF15406.2009455 PE, ROW, CONST. TYPE OF WORD: GRADING, DRAINAGE, PAVING, AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT \5 SITE 1 �= PRELIMINARY ROADWAY PLANS SUBMITTED: 03-27-19 4 5 BEGIN BRIDGE �s N END BRIDGE �� D PROJECT -L- STA. 13 + 60.88 L STA. 14 + 33.13 — — c STA. 16 + 43.00 cc PP TYP GREU, TL-3 GREU, TL-3 1 F F GREU, TL-3 TYPE -III I I TYPE -III - = �f9 1 1 F A7 R A7 - ✓� E- R - * F 1 1 ,1 a To -L- s S r'r3& wzE ~ g 1747 (FLAKE 11).) (V na) _ F F F i F _ GREU�L-3, T!F I I TYPE -III GREU, TL-3 GREU, TL-3 / F ,9 / TO NC 242 jr / F F � CC Z I . �.1 Z Y �(� END APPROACH SLAB BEAN APPROACH SLAB -L- STAMr4[m � END BR/OGE -L- STA,13r5= BEG►N BR06E y' -L- STA,Mr3373 -L- STA,/3+6= THIS PROJECT IS NOT WITHIN A MUNICIPAL BOUNDARY. CLEARING ON THIS PROJECT SHALL BE PREFORMED TO THE LIMITS ESTABLISHED BY METHOD If. INCOMPLETE FLANS DO NOT USE FOR R// W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES 20 10 0 20 40 DESIGN DATA TJ ADT 2019 = < 1000 D H V = N/A D = N/A T = N/A V = 55 MPH FUNC. CLASSIFICATION: LOCAL RURAL SUB REGIONAL TIER PROJECT LENGTH �T LENGTH OF ROADWAY TIP PROJECT DF15406.2009455 = 0.081 MILES — LENGTH OF STRUCTURE TIP PROJECT DF15406.2009455 - 0.014 MILES TOTAL LENGTH OF TIP PROJECT DF15406.2009455 = 0.095 MILES PLANS PREPARED FOR THE NCDOT BY: STV ENGINEERS, INC. 900 West Trade St., Ste. 715, Charlotte NC, 28202 NC License Number F-0991 HYDRAULICS ENGINEER P.E.lp ®F YlARty c o r o� T111k, 2018 STANDARD SPECIFICATIONS J. ADAM FREEMAN, PE PLANS 20 10 0 20 40 RIGHT OF WAY DATE: SIGNATURE: ROADWAY DESIGN ENGINEER P.E. 1111- PROJECT ENGINEER ETHAN P. WRIGHT, PE PROFILE (HORIZONTAL) 4 2 0 4 8 LETTING DATE: NCDOT CONTACT: CHRISTY W. HUFF, PE DIVISION BRIDGE PROGRAM MANAGER PROJECT DESIGNER PROFILE (VERTICAL) SIGNATURE: 0- N, 00 STV Engineers, Inc. PROJECT REFERENCE NO. SHEET NO. STV 1�0 900 West Trade St., Suite 715 DF15406.2009455 4 Charlotte, NC 28202 NC License Number F-0991 RAW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER I ENGINEER SITE 1 +97 BRIDGE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 4 OF 5 11 -�00 I 12-�00 I 13-�00 I 14-�00 I 15-�00 I 16-�00 I 17+00 ■■■■■■■■■■■■■■■■■■■■■■■■■■■��=�!�■■■■■■■■■■\■\■■�YF�iIIi�J�11�i�V■■I■■■■■■■■■■1111I■■1�■iil�il�r■■ii�■■■■■�!����,is��■■L•�Tii■■■■■■ri`I�iliii■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■�!■■■■����ir■�r�.-!!!!�■��\l�L�lJL�'aN7F�41■■■■II I��l ■■■■■■■■11111 ■■I �■■����: ��.=�i���►��■ ���i�G�i■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■II■■■■■■■■■iii■■■■■���■■■■■■■�i■����'�o=���� �Z��JC��_!C=:C==3i irrrlJl��Il�1!!r!■■■■■■■■�1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 0 C M C' U C L n in C N L U E Q T C- C N E C O i C W W W / N U 0 WETLAND AND SURACE WATER IMPACTS 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- 13+80/14+10 1 Span (1 @70') 24' Cored Slab 0.01 < 0.01 30 20 TOTALS*: 0.01 < 0.01 30 20 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb