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Home My WebLink About20180172 Ver 1_B-5656_BUFFER_PERMIT_20180124_20180207i �o � �o � � � ., � V � 0 "r � � � V\ � � O V • � � V � � O V See Sheet 9-A For Index of Sheets 5�'sF��'1� ��I�° �i �� II---1� (�'s'� I ' c�Iel�� ^� 1T��'��lI!��,� �1T�' lI�1I�lI��'1y� WA Y1�E CO U1�TY S E P I Te29 9a 89 �5605 E N G I N E E R I N G fl Fax'915-]B9�9591 C 0 N 5 T R U C t i 0 N Licenu C-219] LOCATI011t: BRIDGE 1110. 950133 OVER . YELLOW MARSH BRAIVCH ON SR 1127 (HERRING ROAD). TYPE OF WORK: GRADING, DRAINAGE, PAVI11lG AND STRUCTURE. BUFFER IMPACTS PERMIT ___ 4 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABL�SHED BY METHOD II MODIFIED. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 20 10 0 20 40 PLANS 20 10 0 20 40 PROFILE (HORIZONTAL) 4 2 0 4 S DESIGN DATA ADT 2016 = 1400 ADT = K = % D = % T = 6 % * V = 55 MPH * 1TST =3%a DUAL 3% FUNC CLASS = RURAL LOCAL 5UB 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 P�epared in tle 0((lce of: VAUGHN f� MELTON 1318-F PATTON AVE. ASHEVILLE NC, 28806 FOR THE NORTH CAROLINA ONISION OF HIGMNAYS 2012 STANDARD SPECIFIG9TIONS RIGHT OF WAY DATE: �oHN LANSFORD, Pe NOVEMBER 15, 2016 PRo�cr sxcrNEen LETTING DATE: KEITH BRIDGERS NOVEMBER 15. 2016 f'ROJECT DESIGN ENGINEER BT�'IS BTATB VRW6C1' REPBRBNCB NQ T�ecic \ e�o �� lL SI'AT8 P0.0l.NQ F.A.PROI.NQ OEBC0.1PIfON _ NA 11 BUFFER DRAWING SHEET 1 OF 7 r ❑ Boone.NC 828�355�9933 ❑ Tri-Cities. TN 923�467�8401 ❑ Knoxville, TN Vi7Uq1�Y & MCIIOn 865 546 5800 Consulting Engfneers � Spartanourg,SC 864�574�4775 QSfI@Vllle, O Cnarieston.SC ■ North Corolino 843•974 5650 828�253 �2796 ❑ Mitldiesboro. Kr ❑ Rolelgh,NC ❑ Chorlotie.NC 606�248�6600 919�977•9455 704�357•0488 ❑ Ationto,GA 770�627�3509 1 CopYrlgM1t Q 2006 Vaughn 8 Melton,lnc. AIIRlghtS Reserved HI'DRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. INC�MFLETE PLr1NS DO VOT t'SE FOR R! W A('OUIgITION DOCUMENT NOT CONSIOEREO FINAL UNLE55 ALL SIGNATURES COMPLETED Z O � � SITE I � RAYNOR FAMILY FARMS, LLC �� m m �� '°' - � cn� - � �� WOOD� - J/ — — _WLB� � L � � I _ — � — — — —91M— — — —_ — — —T— — HER� — —r— — _ -T�� — B — — TB — — i P RA�BA�AN� SEE DE AIL 5 SPECIAL CUT 2 FT BASE ;KIE GILLIAMCHANNEL CHANGE , —SEE—QETAI L 1 48" R�IV � � BZ 2 _ L'6' RIP RAP AT EMBANKMENT SEE DETAIL 5 SPECIAL CUT 'V' DITCH � SEE DETAIL 4 � E�T. 1 T�ON W+ N EST.5 S��GF m �' / PDE� I� / EXIS I ING R/W / w E 'I_I' RD. SR, ll� -T� BST �/ � �� i� / ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ .�. � i DONALD HERRING ; CLAS 'II' RIP RAP � TO LEVATION 108.2 � N N S H E E T q � CAVA�Tl,,�O N � I #133 - I _ � I� LESLIE MAM � SITE 4 � F N� a LASS 'B' R�P WOODS / Z �° M � SITE 2 S�� I Te?9 g- gg 4 605 E N G I N E E R I N G 8 Fax�.9'19-789-9591 c o N 5 T R U c T I 0 N License' G2197 BUFFER DRAWING SHEET 2 OF 7 � PROJECT REFERENCE NO. 8-5656 RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED EXISTIN R/W _ � �- ��k�k�k��kr�kr��-��- —_— — �-----� �—�--� — HERRING RD, SR 1127 20' BST - �C / , , � EXI ' � _ � CLASS ' ' RIP RQ,P, BANK TABILIZATI�N - - TB M RSH �LOI�fi - _ _ e�'qNCy J�T SITE 3 �5�� + ___ ___ --__ w SPECIAL�b.JT 2 FT�BAS 0° CL. 'll' RIP RAP CH�iJNEL CH NGE �AT EMBANKMENT W/CL. '�' R P RAP SEE DETAIL 3 SEE D�TAIL 2 ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 1 �� (PARALLEL IMPACTS) (BRIDGE) ALLOWABLE IMPACTS ZONE 2 MITIGABLE IMPACTS ZONE 1& 2 (BRIDGE) (PARALLEL IMPACTS) _ �� _� � -F�_r�� R/W 2 GERALD HERRING MITIGABLE IMPACTS ZONE 1& 2 (TEMPORARY IMPACTS) 0 WOODS ��' — —W— — �— — —TV FO— — z O � � � ,__ � � 0 RAYNOR\ � �� j�.� �,, � � WOOD� /� � � _J � — — _WLB� L IL � 1� � �k1Y'-1 i! iE iE 3E — —BIM— '*��.�— ',Q; _ — _ � � SEE DE�'AIL 5 — � SPECIAL CUT 2 FT BASE ;KIE GILLIAMCHANNEL CHANGE - - - aZ 1 --SEE—QETAI L 1 � i � — � L 'B' RIP RA��r4T EMBANKMENT SEE DETAIL 5 SPECIAL CUT 'V' DITCH � SEE DETAI �oz� z�� CH EL 'CH/4NGE __ W/ R F�,RAP � 5tt ut�A�� S D�TaIL 2 % — o �o � o � / = �� ALLOWABLE IMPACTS ZONE 1 �� ALLOWABLE IMPACTS ZONE 1 - (BRIDGE) (PARALLEL IMPACTS) �. V ��` / MITIGABLE IMPACTS ZONE 1& 2 �-�� ////// ALLOWABLE IMPACTS ZONE 2 �'�` �� (BRIDGE) (PARALLEL IMPACTS) �M �:� �� / i� � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ .�. � V S�� I Te?9 g- gg 4 605 E N G I N E E R I N G 8 Fax�.9'19-789-9591 c o N 5 T R U c T I 0 N License' G2197 BUFFER DRAWING SHEET 3 OF 7 fo �RIN s / �' � PROJECT REFERENCE NO. SHEET NO. 8-5656 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 �� pa WooDs tir� L�-1 � �k� —��—' F— _ � _ — �c`� I W = — --�_�----- ��r�� -�_��, 2 60� \ _ � GERALD HERRING F— — —TV FO— MITIGABLE IMPACTS ZONE 1& 2 / �/ (TEMPORARY IMPACTS) � 40' � O/ GRQPHC SCq�E EST.S GF � / EXISTING R/W � - � ;, — W -- � �— —� , � lIV G RDo SRo ll2T � �E �E 1 �TB- �— E w 40' C� �— N m N ST PDE� . W 0' BST Tg � G�-� � �� 80' 20' �� G n _ , �, A �i � �, �� N S E T -� `�' ' - �-;� � I I s L EXCAV, � � ' v ,C ,C �� : �� ,;-� -; ,� � .��. � BR �DGE #I�� _. S�� I Te?9 g- gg 4 605 E N G I N E E R I N G 8 Fax�.9'19-789-9591 c o N 5 T R U c T I 0 N License' G2197 BUFFER DRAWING SHEET 4 OF 7 TI�ON \ PROJECT REFERENCE NO. SHEET NO. B-5656 4A RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED E 2 EXISTIN � r�_r �� , — -- 'i � HERRIIV G RDa SR �� T, , _ „� � _,�,w��,� - - - -- ��,,� _ • �J � i = - — ��a • � R, i s�1�i�'iii�i�C�C�.�"�� i _. !_ ►,,. � • ,.�,_�_'��'►�'�,��►��►��' - �� .�; ' 1 �L��. �.,. � � �_�,��. ,. ��q� - v� .�►�'�.�-�,�� rs-�, ,. �`-�-��'�•�,��'��.� . � �� . . . � . �d. � �I �> ' /�/ '`� ` � � � � � � � � �p� ►, � I�.�. , � �. � . „ .• , � .• • : .�� 1 - • I , . � ` • � • ' � � � ` ' � ' : • ' � , � � � � � � � � � � � � , � � � � • � ♦ � • � � � � � . . � � � • �� `: ' � • : • . ,�-��-��-�-� .. � . . �PARALLEL IMPACTS) RIPARAIN BUFFER IMPACTS SUMMARY I M PACT 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) (ftz) (ftz) (ft2) (ftZ) (ftZ) (ftZ) 1 1 70' 12+47 TO 12+71 -L- LT X 183.0 183.0 24" CORED SLAB 12+g6 TO 13+02 -L- LT X 318.0 318.0 2 1 70' 13+21 TO 13+71 -L- LT X 257.0 257.0 24" CORED SLAB 13+71 TO 13+g1 -L- LT X 114.0 114.0 3 1 70' 13+40 TO 13+72 -L- RT X 325.0 325.0 24" CORED SLAB 13+72 TO 14+37 -L- RT X 419.0 419.0 4 1 70' 10+31 TO 10+g1 -Y- CL X 406.0 150.0 556.0 24" CORED SLAB 10+31 TO 10+82 -Y- RT *X* 541.0 349.0 890.0 541.0 349.0 11+57 TO 11+g6 -L- RT X 189.0 189.0 12+09 TO 12+86 -L- RT *X* 480.0 92.0 572.0 480.0 92.0 12+g6 TO 13+31 -L- RT X 963.0 963.0 12+17 TO 12+86 -L- RT X 1104.0 1104.0 10+32 TO 10+55 -Y- LT "X" 75.0 75.0 75.0 TOTAL: �sss.o 716.0 2579.0 2795.0 591.0 3386.0 1096.0 441.0 NOTES: SITE 4 `X` = TOTAL AREA FOR ZONE 1& 2, TEMPORARY IMPACTS Rev. SEP 2016 Rev. May 2006