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HomeMy WebLinkAbout20180512 Ver 1_17BP9R104_Permit Wetland_180309_20180411C � 0 s � � ti 3 � L a i � T _ � "' o n- N� �. �� � m�`= � l� • � � V ` 1 � O V � i See Sheet 7A For Index of Sheets See �hee1 9E? for Conventlanol Symb�ls BEGIN CONSTR UCTION Zr POC STA. II + 00.00 i R� P� � � i' S � PR���S �� / i �S �� i �0 �00� /////// i / � . � ,/ PERMIT DRAWING SHEET 1 OF 4 ����� �� ����� �������� �������� �� �������� STOI�ES CO U1�TY LOCATI0IV: BRIDGE N0.125 OVER 11iORTH DOUBLE CREEK ON SR 1484 (DAN GEORGE ROAD) TYPE OF WORK: GRADING, PAVING, DRAI11lAGE A1VD STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN CONSTR UCTION -YI- POT STA.10 + 60.00 END BRIDGE Ir STA.14 + 53.00 � uvvt��t �'l,'�EK �� � � END CONSTRUCTI011i -L- POT STA.16 + 40.00 TO NC 268 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PREP.4RE0 /N THE OFF/CE OF j-j)'DRAULICS ENGINEE�`�H�CARp �.,� GRAPHIC SCALES DESIGN DATA PROJECT LENGTH � Stantec STANTEC CONSULTING ,, oQ�..•••••••..�N. B01 Janes Frank[in Ruad �Sui�e ]00� Ral�ei8h. NC 2]606 .,2. � FESS/p'•.:9�'.. ADT 2015 = 900 Tef. (919) 851-6866 � Fax. (9i9) 851-J024 � wu�w.a�ow�e�.�om :�O Nq . � 50 25 0 50 100 `„`"" "°. F-o°'z _:? 4 SEAL �; _ ���p V = 55 MPH LENGTH OF ROADWAY T.I.P. PROJECT 17BP.9.R.104 O.OH3 MI. FOR THE NORTH CAROL/NA DEP.4FTMENT OF TRANSPO.YTAT/ON ; 026971� .; � �� c�� �,�� 2018 STANDARD SPECIFICATTONS '���osy,N��NEE;ti�,,�.' a@ ��o PLANS LENGTH OF STRUCTURE T.I.P. PROJECT 176P.9.R.104 0.019 MI �4Uq G� �P�.`� � � P.E. h�unu�V� o a S/GNATURE: w�i n 50 25 0 50 l00 TOTAL LENGTH OF T.I.P. PROJECT 176P.9.R.104 0.102 MI RIGHT OF WAY DATE: MICHAEL LINDGREN, PE "' � rno�EcrsxcrxEee ROADWAY DESIGI���.�,?��.�AR0�i4�. � � PROFILE (HORIZONTAL) SEPTEMBER 17, 2017 ENGINEER '� �oa�FSEALN�~9,'I' ����' e��� _ E �� ��<? FUNC CLASS = LETTIIYG DATE: MI C oAE� �STTLENI�EN D, PE �� `, fNG �&.,� �° 10 5 0 10 20 NCDOT CONTACT: MATTHEW JONES, PE 035663 0; pp� RURAL LOCAL NCDOT DfV7SION 9 BRlDGE MANAGER Tgp �i ,5. INE;•.�� �� PROFILE (VERTICAL) SUBREGIONAL TIER �' AE� B U���'���, P.E��4�uWUW��� S7GNATTlItE: N � � c � � : ro C � 9 / / DORIS Y F o9a�oo � BOBBY L I � �o. wo SIEPS N75°i0'SS'W / � 34.53,/ HTR i V �����E Pa�E �� W � � P ��� � ���7 ��.��� 5 � WE�L �� � / P� ,r� / � = � `W � �, '� b � ! /`� ,eti �� � � p � 3 �vair.cR � s� ms r. � � � o C �O ,6?p � 0.rN/ '//�//// Q ~N / / ....____ _ ___. .�i \ 4.1'// � i/ _>..� � � iIIVIVL I I L r ULIY / j� so /t �/ /o. J � /�� a� s 1 l�// JI'Ry/tN.P ,� � /�� � `/E}S � /� �R � \� � SPIKE / \\ � �� ��� � ��� ��� / �� \ / // j/ ///� CIJLTIVAiED FIELD \ `\ �\ . �:i i � KATHIE GEORGE McKINNEY PERMIT DRAWING SHEET 2 OF 4 PROJECT REFERENCE NO. SHEET NO. l7RF..9.R.104 �1 �? WW SHEEf NO. �ECK DRAINS REQWRED � ROADWAY DESIGN HYDRAULICS 8" % b" SLOTS ON 6'C[rRERS �^v ENGINEER ENGINEER FROM STA.13-53 i0 STA.13 � 89 -l- RT. 2�" FROM s.a �,,30 .0 5.� ,a-,z -�- ar 50' 25' 0 50' 100' Q�e . _ .. ... 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I: � � 18 PERMIT DRAWING SHEET 3 OF 4 WETLAND AND SURACE WATER IMPACTS SUMMARY ET D IMPACTS S F C WATER PACTS an Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in C�earing 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 13+88 to 14+31 -L- BANK STABILIZATION 0.01 67 TOTALS': 0.01 67 0 0 *Rounded totals are sum of actual impacts NOTES: os oe