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HomeMy WebLinkAbout20180172 Ver 1_950133_WET_PERMIT_20180124_20180207� � � � O V • � � V � � O V See Sl�et 9-A Fo� Index of Sheets �T��'� 1Tl 1LG ��Lj ��lJJY', JS�1 �1 `�'1 ���\\.i' II'✓J���1�� �L%� \��L.��!J.6'..� ��1L �ll�� VV .i��\I��Y WA Y111E CO U1�TY @1'A'B 6TAT6 PROIBCT R6FBRBNCB NQ "�'�',p' S E P I ,�ZS Wade Avenue e,{'�e jj� e[�[ [�[ ¶ Raleigh. NC 27605 `1. Jm a➢�1➢a➢`I➢ JL Tel'.919-789-9977 E N G I N E E R I N G 8 F2x:9i9-789-9591 ql'wT6 PItOl.N0. P.A.PROI.N0. ceBCRIPIION CONSTRtICTION License:C-2197 �nwin7� r�r» niw�innn� n r LOCATION: BRIDGE NO. 950133 OVER . YELLOW MARSH BRANCH ON SR 1127 (HERRING ROAD). TYPE OF WORK GRADIIVG, DRAl1VAGE, PAVING AND STRUCTURE. PERMIT DRAWING SHEET 1 OF 9 - NA 11 WETLAND AND SURFACE WATER IMPACTS PERMIT ___ 4 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 20 10 0 20 40 PLANS 20 70 0 20 40 PROFILE (HORIZONTAL) 4 2 0 4 8 DESIGN DATA ADT 2016 = 1400 ADT = K = % D = % T = 6 % * V = 55 MPH * TTST = 3% DUAL 3°/a FUNC CLASS = RURAL LOCAL SUB REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT — 0.066 MI LENGTH STRUCTURE PROJECT = 0.010 MI TOTAL LENGTH OF PROJECT = 0.076 MI NCDOT CONTACT: VIRGINIA MABRY MANAGER, PRIORITY PROJECTS UNIT Preppred In the 0/(lce of: I�AUGHN f� MELTON 7378-F PATTON AVE. ASHEVILLE NC, 28806 FOR ThIE NORTH CAROLINA ONISION OF HIGHWAYS 20(2 STANDARD SPECIFICATIONS RLGHT OF WAY DATE: �oHN LANSFORD, Pe NOVEMBER 15, 2016 PRo�Ecr sxc�xEee LETTING DATE: KeiTH BRIDGERS NOVEMBER 15. 2016 yHo/ecr nsstcx �xc��vEsn . ❑ Boone,NC 828�355�9933 ❑ iri-Citias. TN 923�467�8401 ❑ Knoxvflle, TN Vaughr & Me1101� 865 546 5800 Consulting Engineers � Spartanburg,SC 864�574�4775 Asheville. ❑ cnarieston,sc ■ North Corolino 843 979 5650 828�2534796 ❑ M�ddiesboro,rcv ❑ Roleigh.NC ❑ Chorlatte,NC 606•240�6600 919�977-9955 704�357•0488 ❑ Ationto,GA 770�627�3509 CoDYright p 2006 Vaughn & �Aetton,lnc. AIIRiqhis R85erve0 HYDRAULICS ENGINEFA ROADWAY DESIGN ENGII�EER f� INCOMPLETE PLANS Do ND9' U9C FOR Rdw 4COUISITiOr DOCUMENT NOT CONSIDEREO FINAL UNLESS ALL SIGNATURES COMPLETED z 0 � � DETAIL 3 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch �.0'min• � Grade 2.0 Ft. � GEOTEXTILE Type of Liner= 15 TONS,CL 'll' Rip-Rap Geotextile= 20sy STA. 13 + 2 5-L- RT SITE I� �� W� , - -- - -- WLB --- - � � � - iE jF iF'4 jE 3E iE �)E 3E �E it iE 3 - — — —91 — — —T— — r, _= T =— T�� B TB �� RAYNOR FAMIL FARMS, LLC ,� � m � ��- tn J �4 , , .� � * C� + � E�T. T�ON o W N EST.5 S�GF `^ 0° i 2 / � PDE� EXIS I ING R/W w E 'I_I'_ - 'K- �- / — W — _ � / - /— — R lNG RD. SR, ll� F TB = ��B�N� I � SEE DE AIL 5 E P, SPECIAL CUT 2 FT ASE ;KIE GILLIAMCHANNEL CHA GE � —�EE DET IL 1 ___-- AT � - 48" R�IV °'��.� ° � BZ 2 _ L'6' RIP RAP AT EMBANKMENT BST �� � �� i� � � � � � � ■ ■ ■ ■ ■ .�. � \\ I� � � � � W � � � � �r �� � � G.. i, W t/., � 6NSET EXCAv. SHEET 4A � � �-LLLIJ I �� Qo �- - ----' �_. C- 1- � 'r- � � �7 LE LIE h�AM �,�, w �� N� a WO DONALD HERRING ; CLAS 'II' RIP RAP � TO LEVATION 108.2 � N ^' �SITE 2 S �� I Re?9g - 89 4 605 E N G I N E E R I N G 8 Fax�.9�9-789-9591 c o N 5 T R U c T I 0 N License' C-2197 PERMIT DRAWING SHEET 2 OF 9 � PROJECT REFERENCE NO. SHEET NO. 8-5656 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED WOODS 0 _ XISTING R/W � V I "� J" � "�J" "l l" "� l" "l J" "V" �"� "�Jv � _— _� —W— — — — �— — �_ ---�— — — —W— — �-------� — ---- .� . � � �� —�� ��'C�i � II�O �. 0 - � - -- _ . \W.�-- � : - CLASS 'II' RIP�RI�,P BANK STABILIZATI N- TB MARStiLB q `� w000 GERALD HERRING — = NCy J �S TB � r.,_ � '°-S� M 0 SEE DETAIL 5 CLASS 'B' R,CP/ ' -' DS �o -- \ SPECIAL CUT 'V' DITCH EST. 24� J� N Z M S I T E �a_T E 3 SEE DETAIL 4 EST. 0 YG W+ SPECIAL�J T 2�FT BAS 0° CL. 'll' RIP RAP � CHX�'KJNEL CH NGE AT EMBANKMENT W/CL. '' R P RAP � SEE DETAIL 3 SEE�DTAIL 2 , � DENOTES EXCAVATION DENOTES IMPACTS IN IN WETLAND SURFACE WATER � � � � DENOTES MECHANIZED DENOTES TEMPORARY � � � CLEARING � * � � IMPACTS IN SURFACE WATER Z D �Z �� W -z� D p N O — —TV FO— — N Z � � � DETAIL 3 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch �.0'min• � Grade 2.0 Ft. � GEOTEXTILE Type of Liner= 15 TONS,CL 'll' Rip-Rap Geotextile= 20sy STA. 13 + 2 5-L- Rl — SITE I �,��;� %�wo , � —�! � � �= - — — _WLB-- . . — . . � . . . 1 � �/ � �� i� � S �� I Re?9g - 89 4 605 E N G I N E E R I N G 8 Fax�.9�9-789-9591 c o N 5 T R U c T I 0 N License' C-2197 GRAPHIC SCALE PERMIT DRAWING —, -� . � J � � \ S2 m F o � RAYNOR FAMIL � '�_ i� I F,4RMS; ,LLC �Im � tn J E�T. T N ; EST. 5 S� GF 4 c EXIS I ING R/W w ���-�-�-*-� P-, I\/ �: _ _ �-� __� =g� _ _ _ - - j� _ � - -- — —T— — -- - o � ER , ING RD. SR, U� BST �+ N N W N � m PDE� INSET � SHEET 4A '�, �\ ��n' 1 • w4"I �y d��4 `� � . ��� - --- -- - - — —r--- _ - — ,� - — - 3 = TB- — — — — — — _ ,z�. —TB — — � � —TB �� R �' . -� ^ , , -- � � — __� - -- - � � � - - - - , ' �' � , - — �� -- -I �1 1 ,I��I�IIr iir P_RAPT _� E AI� E -- � �C�i ', 'i.�ii -'��i`ij_ i�ii.�.r, �,;;uii1�"ii� ,i- � !' 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R F�,RAP '. � SEE DETAIL 3` � � , �'� � S�E�D TaIL 2 ,� � _ ,- � � � ;� o� � � � DENOTES EXCAVATION DENOTES IMPACTS IN IN WETLAND SURFACE WATER SHEET 3 OF 9 � _ - -- --- - - _ � �l �...�-� Oli � DONAGD HERRING �', II _- O - _-� ,� �n I \� �� �, � ; � — ; CLAS 1'II' RIP R,�P i' TO L�EVATION 108 2 � . � W so! - � � z� N^� ��=� ^' � S I T E 2 �_�� — `� � _ XISTING R/W �— �_���ks��ks�� _— _� —W— — — — �. ------- HERRING D, SR,1127 20' �--- � —�� F - PROJECT REFERENCE NO. SHEET NO. 8-5656 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��a— 1�� ,,;J_; WOODS 0 �s�� �J-���tis���� — ---� — �-.� i W = — -�--_ — � �r' � F— — —TV FO— I��N�G R 2 - CLASS 'II RIP�R,AP BANK STABILIZATI N- t� y ``� \' T B �'��'�/7��BRw , W O O C , -_\ TB q�� � N ,, �, , _ �S TB , t�(� ; � 7�� � �6 �":" .IC .. 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C � .o.o.. / � � ........ .... .� .�..... '.:.: ... �� mo� ■ �om� ■ � �� o��� �om� � ��������� ��������� ��������� u��m� �������� �o����� ������o� o ■ ��� ��� : . �i ■ ■ � ■ ��� i i i .�. � ����N� , �� 1 1 / 1 i� • ,�rr..�- �� _ . � �� , w"��,,' 1 :� �,. �.. � �� �,� �� I � . .1 ' ^1 •'� •1 . .1 � II • 1 � �I � 1 • I� I. '1 � •1 • •1 " .1 . 1 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS 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 10+gg TO 1@ 70' 24" CORED SLAB 0.01 11+g0 -L- LT 2 13+17.5 -L- EXISTING INTERIOR < 0.01 BENT REMOVAL 3 12+89 TO RIP RAP @ EMBANKMENT < 0.01 < 0.01 < 0.01 13+36 -L- RT AND PROPOSED CHANNEL 4 11+49 TO 2 FT BASE CHANNEL 0.02 139 13+08 -L- RT CHANGE TOTALS*: < 0.01 0.02 0.02 < 0.01 139 0 0 *Rounded totals are sum of actual impacts NOTES: SITE 2 IS FOR EXISTING INTERIOR BENT REMOVAL �