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HomeMy WebLinkAbout20160649 Ver 1_I-5710_Revised Permit Drawings_20160721_20160721� � � � � 3 L � � E a a L O � , � � � .3 0 � � c m E � 0 L > c w N � �' w' ��� �' M N� U' �o_� o �� N O� t J 0� �� �_ � o �+ N�i > > � ; ; � > � � � � O V •� � V � � O V See Sheet 1-A For Index of Sheets See Sheet 1-B For Conventionol Symbols ����� �� ��I ���� ������ll � ��� 1'S�0 SIX FORKS ROAD �'Y ��S T 1005 1(SIX � ORI�SLLE �USE ROAD). - WIDEIVIIVG, GRADIIIIG, 1G WALL, ITS, A1VD SIG11lALS �-5�0 �.5� PERMIT DRAWING SHEET 1 OF 5 CREEDMOOR ROAD Nn i�na� FALLS OF 11lEUSE ROAD WETLAND AND SURFACE WATER IMPACTS PERMIT DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED THIS IS A FULL CONTROLLED—ACCESS PROJECT WITH ACCE55 BEWG LIMITED TO INTERCHANGES. Prepored ln the Offfce of: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH /�T K I N S'616 E. MILLBROOK ROAD, SUITE #3l0 ADT 2016 = 6�7��-�3�9�� 1L4LEIGH,NORTH CAROLINA 27609 50 25 0 50 700 LENGTH ROADWAY T.I.P. PROJECT I-5710 = OJ90 MILE (vlvl s�6-csss NcsEEs #F-o3ze �� ra��py ADT 2036 = 7,300-15,200 �� ��► TOTAL LENGTH T.I.P. PROIECT I-5710 = OJ90 MILE zolz sraNnann sPEcrFrcarroxs �� �� PLANS DHV = 11-20 % � % D= 100 % CLWTON MORGAN� P.E. SIGNATURE: P� r� � 50 25 0 50 t00 * a RIGHT OF WAY DATE: PRo�Ecr ENcrNeEn � � T = 3-7 /o ROADWAY DESIGN � V= 60 MPH N�A IAN BERDEAU, E.I. ENGINEER �� � PROFILE (HORIZONTAL) �(�ST 1%+DUAL 2-6%j rRofEcroEs,cx ExciNEEx �'�'�.�� Y�������� l0 5 0 l0 20 FUNC. CLASS.=INTERSTATE LETTIIVG DATE: TONY HOUSER, P.E. STATEWIDE TIER SEPTEMBER 20, 2016 xcoor coNracr PROFILE (VERTICAL) P� S7GNAT[IRE: 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 -RB4- 6+88 TO 7+10 RIP RAP OUTLET < 0.01 25 TOTALS*: < 0.01 0 25 0 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 � � � � s � E a a L O � , � � � .3 O L � � c m E � 0 L > c w N � �' Q w; N�� � M N� U' �o_� o �� N O� t J 0� �� �_ � o �+ N�i > > � ; ; � > � � � � O V •� � V � � O V See Sheet 1-A For Index of Sheets See Sheet 1-B For Conventionol Symbols ����� �� ��I ���� ������ll � ��� SIX FORKS ROAD NO IMPACTS '" � SIX 1%OftKS RO. O 5 X t+ORKS ROA� Z O a i W �� N �� O -�+B.i- ,� `�__ � ! J/ �-s+o �-sa �'Y ��S T 1005 1(SIX � ORI�SLLE �USE ROAD). — WIDEIVIIVG, GRADIIIIG, 1G WALL, ITS, A1VD SIG11lALS BUFFER ZONE IMPACTS PERMIT THIS IS A FULL CONTROLLED—ACCESS PROJECT WITH ACCE55 BEWG LIMITED TO INTERCHANGES. �-5�0 �.5� PERMIT DRAWING SHEET 1 OF 5 CREEDMOOR ROAD Nn i�na� FALLS OF 11lEUSE ROAD DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED Prepored ln the Offfce of: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH /�T K I N S'616 E. MILLBROOK ROAD, SUITE #3l0 ADT 2016 = 6�7��-�3�9�� 1L4LEIGH,NORTH CAROLINA 27609 50 25 0 50 700 LENGTH ROADWAY T.I.P. PROJECT I-5710 = OJ90 MILE (vlvl s�6-csss NcsEEs #F-o3ze �� ra��py ADT 2036 = 7,300-15,200 �� ��► TOTAL LENGTH T.I.P. PROIECT I-5710 = OJ90 MILE zolz sraNnann sPEcrFrcarroxs �� �� PLANS DHV = 11-20 % � % D= 100 % CLWTON MORGAN� P.E. SIGNATURE: P� r� � 50 25 0 50 t00 * a RIGHT OF WAY DATE: PRo�Ecr ENcrNeEn � � T = 3-7 /o ROADWAY DESIGN � V= 60 MPH N�A IAN BERDEAU, E.I. ENGINEER �� � PROFILE (HORIZONTAL) �(�ST 1%+DUAL 2-6%j rRofEcroEs,cx ExciNEEx �'�'�.�� Y�������� l0 5 0 l0 20 FUNC. CLASS.=INTERSTATE LETTIIVG DATE: TONY HOUSER, P.E. STATEWIDE TIER SEPTEMBER 20, 2016 xcoor coNracr PROFILE (VERTICAL) P� S7GNAT[IRE: E PROJECT REFERENCE NO. SHEET NO. /-57/0 /0 RNJ SHEET NO. / 'w' • ROADNGIN DRSIGN HENGINEERS BUFFER ZONE IMPACTS PERMIT FeJ 40j `e8 90E � - I � � -- � � i� .15� -�-� %�= � �� n � , � - � i �' +� ✓V , ,/ n� / ' �/ DOCUMENT NOT CONSIDERED FINAL w e (1 , UNLESS ALL SIGNATURES COMPLETED 2 �L G AND �ILL � e � � �� �a / TH FLOWABLE > � S �/ -- M ��� �� 639� ILL 25 LF OF �� e ,� i PERMIT DRAWING g ��5 P� � �5" PIPE ,� ; e � �' �'1 6'�, � SHEET 4_OF 5 � l�M 2 � �/m�� S ITE m,� �,e n b e N-� � PS�M�N� � �\ � �� £ � / Z�'0n 4 . b�n g �� 22� �2 . � � , ` � / / Pow�R & ��� , / � ` ', �e PL S�a�AND FILL � ✓�� � �,y /, � l' j� � �NP � , ,v %�I�H FLOWABLE � �! 6�6� .;��., � y�d l� � cPR°�" ;' � r�� � —� FILL 30 LF OF �'� �'� , ;9� '�, / � % �✓ i �( �� imv �r`'�� � N �� ' � ,= � � �ati 12" PIPE _ � '��� �' � ���� , �.� ' 0 -� ,,1 ' --� �\�\� / � "✓'� � ' —' � ' � ��- � \ �, � � �� / 0 ,' i i " \� em" � /�,� k � � � � � <' / � s � `�� � � m m�v � � ��j %� 11 q2a �--' � �%� �X O EXIST—, ����,, � �� -��°' _ �� �� `> � m X/ I A 19 LF �`� ;� Z` ����\ � � � A q25 < m n z � ��� � { �,�-��,:_ �� 2° '�� " PIPE � �,e ���, ,� �` ''/ 85� �° // C \ � �,� qza. za �,r� � � � , � � �, j — � � �"�`'�„�' �-j=`' � � i �� �Q' ��` � \ / �,� � Ze �Zb �,������ �, ,�,%� �/ �REMOVE �XIST tl `� � i �/ kp� / � : . � \ �� � ;X� � � � /�� �� DI A�P�i"D 16 LF m� �'/ � �Zn �� �j �0 ���6,, / �22 � m / � � a ���� � . J OF�' 15" PI PE � j� i 22 �-� � , � �'QC` c� a 0 � (1 -� ,J/ / 0.2 �� � Y�,/ q�'I .y0 t,N �� �/ � / i / // 9 � \�'S �.�1�/ � � / � �,�,� �p .�X�� � CLASS I RIP � �Q � �� `% ��,r, �`n ,���,� Ge , � � / �' ✓�`��� � �X�� � RAP CHANNEL % /� b��� ;� � � �� � �� � ��� � �' � � � ���`� \ �� � � b 0 s � �/ / / `���' � i � k � i � \� .�. i%% 0 ���� � '% / 9 / � �-,� /'� - �� . ,, / �� �t�v Ci��� � / � � � M " - . � I1 / / �`� �\V �\� � J�/ n � / / / / �AZS�ZA �,�+ //. �' / -,. .-� \ 1 I 1 I \' S�b �( 5 I , I�� / / \C ` =�/ / / � / / / Yl � d2m , / � / F �4�� „�GQ ��g / kOp �� �,,��. p� ������ ALLOWABLE IMPACTS ZONE 1 P�� / �Zb �, I �� �` i� " �Zq / � / �l� ' � . / lC] / / / � �11� � . / � �i ro ; , � "" j �2� / � � q25 ^�'' � a �\\\\\\ ALLOWABLE IMPACTS ZONE 2 P / � � 0 � / \� \. ; Pti �/. � B / � k0 � , �. � � s � _ � � . /t / � . . �� a £Ib . t ; __ : � . ?�%� 5Z� � � � / � \ � p ��� � �s��- `-"�-�� , ' � - �� "�� � � ���,� " 9Zb � i �l-1 � - ; �/ b�0 � � � �(��� � re� \ � � I / F A22 42� 'l,b �j `"�J" Z1 � .. / � ° � � / � � �- ���� � � �•.�� ��� _ . blb �.. W � � / I'� SZ � � n, n .. . � s2b o� r. .. 024 .. � � / � � �� 9Zb £Zb � iZb - 42� / � / ' ' �i 5Zb bZb � F _�zb ENLARGED VIEW OF IMPACT AREAS 9zb Szb O PAVED SH�/LDER i 8Zb O MILL AND RESURFACE ' 40 20 0 40 80 __ 8zb � -- NOTE: SEE TMP PLANS FOR TEMPORARY SHORING � ' -- � azs 4ze NOTE: SEE SHEET 73 POR —RB4— PROFILE VIEW BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ftZ) (ft2) (ft2) (ft2) 2 Pipe / Rip Rap Outlet -RB4- 9+48 TO 10+26 X 1273.0 TOTAL: o.0 1273.0 0.0 0.0 0.0 0.0