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HomeMy WebLinkAbout20170219 Ver 1_17BP.7.R.87_400431_Permit Drawings_HS_20170221� 0 + � a u, M S. o `" � �� oT N=� 07 M WQ �o �1 �j See Sheet 9A For Index of Sheets See Sheet 9B For ConventlonalSymhols See Sheet 9C For Survey Control Sheet • DETOUR ROUTE TO NC bl ������ ��� ������ �����'��� PERMIT DRAWING �������� �� �����-�� � SHEET 1 OF 7 G UILFORD CO U1�TY LOCATI0IV: BRIDGE N0. 400431 ON SR 2719 (HIGH ROCK RD.) OVER UT TO REEDY FORK TYPE OF WORK GRADIIVG, DRAl1VAGE, PAVI11lG AND CULVERT -L- STA. 12 + OOAi BEGIN CONSTRU( -L- STA. 11 + 79.00 WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN CULVERT -L- STA. 13 + 00.54 , 'r ,= � END CULVERT " -L- STA. 13 + 2: � Y K 0 �• } 0 w � ' o r I r 7 D PROJECT STA. 14 + 7 TO SR 2705 (OSCEOLA-OSSIPEE RD.) DOGUMENT NOT GONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED Prepored ln the Ofrlce or: HyDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH 504 Meadowland Drive — � ��� �I� Hillsborough, NC 27278-8551 Voice: (919) 732-3863 ^ ADT 2015 = 820 Fax: �9,9�,3Z-6„6 20 lo O LO 40 FRMNO.P-03sgGINEERINGSERVICFS www.summl�de.net ��(Z ���'p\ T— b %* LENGTH ROADWAY PROJECT = 0.048 MILES V= 55 MPH LENGTH STRUCTURES PROJECT = 0.004 MILES zoiz sraxnann sPEcurcarroNs �Q Q'Q PLANS , P.E. �' 20 l0 0 20 40 TOTAL LENGTH PROJECT = 0.052 MILES RIGHT OF WAY DATE: TRACY N. PARROTT, PE sicxazun�: � '� * TTST = 3% DUAL 3% � o g MAY 7, 2015 �Ro�Ecz sNcr,vsea ROADWAY DESIGN � ENGINEER PROFILE (HORIZONTAL) FUNC CLASS = ��`'''� o�� \�� pL3���� 4 2 0 4 g RURAL LOCAL LETTING DATE: BRANDON W. JOHNSON, PE NCDOT CONTACT.• VIRGINIA MABRY ��♦ MANAGER,PRIOR7TY PROJECTS UN7T IVV1Y 7� ZO�S PROfECT DES/GN ENG7NEER PROFILE (VERTICAL) SUB—REGIONAL TIER ''E SIGNATURE: WETLAND PERMIT IMPACT SUMMARY Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design ac ac ac ac ac ac ac ft (ft ft 1 12+59 TO 13+23 2@11'X10' RCBC 0.01 <0.01 50 BANK STABILIZATION 0.01 52 12 TOTALS": 0.02 <0.01 102 12 "Rounded totals are sum of actual impacts NOTES: 20131024 ll ll � See Sheet 9A For Index of Sheets See Sheet 9B For ConventlonalSymhols See Sheet 9C For Survey Control Sheet O d` � 0 N V • � � V � � O V ` • DETOUR ROUTE TO NC bl ������ ��� ������ �����'��� BUFFER DRAWING �������� �� �����-�� � SHEET 1 OF 6 G UILFORD CO U1�TY LOCATION: BRIDGE N0. 400431 ON SR 2719 (HIGH ROCK RD.) OVER UT TO REEDY FORK TYPE OF WORK GRADIIVG, DRAl1VAGE, PAVI11lG AND CULVERT BUFFER IMPACTS PERMIT + __---__________________ � � BEGIN CONSTRUCTION -L- STA. 11 + 79.00 BEGIN CULVERT -L- STA. 13 + 00.54 � � �� fi' , 'r ,% END CULVERT " -L- STA. 13 + 2: D PROJECT STA. 14 + 7 TO SR 2705 (OSCEOLA-OSSIPEE RD.) DOGUMENT NOT GONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED J ■. . .. � . . • '• •• '• • ����� ����� a � , - : • . , a���������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ��������� Rev. May 2006