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Home My WebLink About20180073 Ver 1_610124_Permit Drawings_20180329_20180403N N � . . 00 . � � • � C � � � � -,- � � a� �� L °� ' o o�-o N N -I— �o 00 m�� N/W \ o tn M o� DESIGN EXCEPTION REQUIRED FOR HORIZONTAL CURVE THIS PROJECT IS CLEARING ON �E��M�� ,�o 0 �-I�'�"I'I" (�)J I �� ° \' C�) I'� " I' I I � �' .,�� I''� C�) I' ., I : �,, ,.� II>� I��' I� I(�) \� (�) �, ., � I=I I� �� I=I ��' .,�� '' � i LOCA TI01�1: BRIDGE 1�0.124 0 VER LI.TTLE RI VER 01� OKEE WEMEE-S TAR R OAD (SR 1340) TYPE OF WORI�: GRADII�G, DRAII�AGE, PA T�I1�G, A1�lD STR UCTURE NOT WITHIN ANY MUNICIPAL BOUNDARIES. THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. PERMIT DRAWING SHEET 1 OF 5 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepored in th�e Offlce of: HYDRA ULICS E111GI11tEER GRAPHIC SCALES DESIGI� DATA PROJECT LE11tGTH 1025 Wade Avenue Raleigh, NC 27605 ADT 2015 = 480 Te1:919-789-9977 3 � � 5 � 3 � 6 � E N G I N E E R I N G & Fax:919-789-9591 &�� A�T = CONSTRUCTION License:C-2197 �� K= o�o LENGT H OF ROADW AY PROJECT BR I DGE 124 = 0.068 M I 2012 STANDARD SPECIFICATI0111S �� Q PLANS STEVE SCOTT PE � � p= o�o LENGT H OF ST RUCT URE PROJECT BR I DGE 124 = 0.027 M I PROJECT ENGINEER P.E. � � 3 0 15 0 3 0 6 0 T— %* T OT AL LENGT H OF PROJECT BR I DGE 124 = 0.095 M I RIGHT OF WA Y DATE: SIGNATURE: � � V= 55 MPH NOVEMBER 10, 2017 ROADWAY DESIG11t �� PROFILE HORIZONTAL MATfHEW COPPLE, PE E111GI11tEER � � � * TTST = DUAL PROJECT DESIGN ENGINEER �� 6 3 0 6 12 FUNC CLASS = LETTIIIIG DATE: �� LOCAL JUNE 5, 2018 TIM WELCH, PE PROFILE (VERTICAL) TIER NCDOT CONTACT I'•E• SIGNATURE: I II .�■�■ ■■■■■ ■■■■■ ■■■■� �■■■■■ ■■■■■ ■■■��I� � C��r; ►ini�r��r�■ ■■■■■ ■��r !�� _�� ■��■■■■■■■■■■■■�■■■ni■■■■■■■■■■■■■��■■■�■�■■■■■��.��s��; ��i ■�■��■■■�■■■�■■��■■�■■■■�■■■■■■■■■■■■■■■■■�■__�::;,��.s��■■� �■■�■►��■■■�■■■�■■■�■■■�■■■■■■■■■��■•�==::��r�a,�r��:��■■■■■� ��i�■■��■■ ■��■■��■■■.•....�-�__==: �:::::: ■■■�� ■■■■� r�� \'��a� ��w' �� a��i%� �7LL :a� i�i�i :i�►=� r�i iii�■�iiii■�iiiiiiiiiii iii =►� �rr■■■■ ■■■�'I�lI ■■�,! �:a�L�J ��'31G ■�r'7■, ;��►� I�■ ■�■■■■■■■��■i �_` � :'�■■■■■ l��f� i�a��'J !I�■L'�� LIR�!�� \ �' ��►�i� �� _-- _.�r�� r-r � �'� ► I V �\ ,� � C� � � ��1 ��- •-� -�'.� ��r't�L.� =Jl�i n irr�� '��! � la�� 1��' � 1��., ■!�� 1■■! : :s!i��i`r �r�r��l ■■■■\'�� II ■■■■■■ ■�!i'! 1 ■■■■■■ ■■�J�� ia�� ii�i�'�!J ilf��,� �r:� r��i � -�:o:+�� ■�■�■�i ■�■�■�■� ii �.��■■ ■r.�:•i i ■■■■■■ ��_J ��■r�� ■��i� �r�� 7�'J:�� i;�:�':!:�.i ■�■■■�I�■■■�■■■� II�■■■\�. �:�, �ii :�■■■�S ��■■■ CI��\r Cl!+�l�J Grl�� ►r_r� �� ._-�:..:•= ��i ■��■ n ■�� r ��`:.,�� i�■��r�� ■�� n��sa�•� ��u�a � :��■■ D 11 1Z 13 14 15 16 17 18 N Z � N i W OC 1025 Wade Avenue Raleigh, NC 27605 Te1:919-789-9977 ENGINEERING 8� Fax:919-789-9591 CONSTRUCTION License:C-2197 PERMIT DRAWING SHEET 4 OF 5 PROJECT REFERENCE NO l7BP.8.R.122 WW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2B HYDRAULICS ENGINEER INC�l�i]�L]E�10E PLANS D� NO'9' USE F�R .d W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER GRAPHIC SCALE 15' 7.5' 0' 15' 30' WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS 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 15+13.50 - 15+23.50 Proposed Interior Bent < 0.01 32 2 14+65.66 - 14+75.01 Bank Stabilization < 0.01 < 0.01 88 10 3 15+24.32 - 15+38.85 Bank Stabilization < 0.01 < 0.01 5 4 14+75.01 - 14+87.34 Bent Removal and Dewatering 0.01 51 5 15+23.50 - 15+25.50 Temporary Causeway < 0.01 30 TOTALS*: 0.03 0.02 120 96 0 *Rounded totals are sum of actual impacts NOTES: Revised September 2014