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20150765 Ver 1_SF-040017 Permit Drawings_20141212_20150731
STREAM IMPACTS Length Type Description Permanent g1 ft Culvert in proposed Aluminum Box Culvert Stream Temporary 30 ft Culvert in Two 42" Bituminous Coated CSP for a Stream Temporary Stream Crossing (On-Site Detour) Temporary 146 ft Temporary Impervious Dikes and a Pump-Around Dewatering EXISTING BRIDGE DIMENSIONS - 23' X 20' (SINGLE-SPAN), 43 DEG. SKEW PROPOSED CULVERT DIMENSIONS - 19'-5" SPAN X 4'-11" RISE ALUMINUM BOX CULVERT, 40 DEG. SKEW TOTAL PROJECT LENGTH - 300' cP �� 9G � `�� � \� � �Te \ . TEMPORARY �� \ IMPERVIOUS �� �.,; DIKE A '�'� '� ? I �„ i� Te \ _\ '�AF� J \ � /�� � . � r �FF,� %'� MBO�. �- �. � � e � QQ��E:�'� \ � � �1' ����� ED�yAR�ARY C TAN� VYIFE. `/ \_ �� `,��� '� V � "�_BEGIN PROJECT � �' 17BP.11.R.68 -L- STA. 11 + 51 c'y / / �-- � � � � / � `'�� ��� / ��� c� i ✓ '� / ,�F:' � � � � �'"9i � � � � R�� � � i / GREE � M��� i � �1a9 � ,' � SR �. � ' RIP/ \ RAP /� i \� � 00 E� --° — — RqgF — �`� = TO DRAIN F------------- F --� / � � — �--------- F —_�_ � 'r � � '- � �� �/ / o /� / MB SPECIAL LATERAL V DITCH �� � s ��� / / � M % � ���� %/ � � � ,�Rp��ER � 1 pE�� , � � � � WELL�� > �/ �>` NOTES: 1. MILL CREEK IS IN THE NEW RIVER BASIN. 2. CLEARING SHALL BE PERFORMED PER NCDOT METHOD II PLUS 5' BEYOND TOE OF FILL SLOPES. GRAPHIC SCALE 15 7i5 0 ll5 �0 ������ — 17BP.17 8.68 Hvd PermitDrawine psh.d�;n 12/12/2014 3:47:03 PM TGS E ' �4:.i �. E�,�� ��>i . c �� � '°O� ` ���P` / �_ 'OO GRADE � T DRAIN \ � , \ \ S� PROIECT REFERENCE NO. l7BP.11.R.68 (SF-0400/7l P E RM I T D RAW I N G 1_ (T� TGS E/VG/NEERS F O R B R I D G E � O� O O�� E� � 706 H/LLSBOROUGH 5T � SUITE 200 RALE/GH.NC 27603 PH (9/9J 7T3-8887 ASHE COUNTY STREAM IMPACTS O RANDY G. HARRIS A�D y�IFE, PHYLLIS �. HAR IS — TEMPORARY 2 - 42" BCCSP WITH TEMPORARY HEADWALLS F\ F\ � F �� �- ,,, � _ __ _ . . � � `\\ / -L- `� � � ,�M �-------- ---i—/ \ \ � � GRADE / < �-_ — � F --__ _TO DRAI _ _ _ 7 — — RIP/RAP /�` �, E ,Y,, _ � c � � � �.,'� � � � — — �,"'�,., � � \ _ E� "�`'_�'�„, ° � TB Sl4No,N� � \�QTFR PROPOSED TOP OF BANK (TYP.) J FLOODPLAIN BENCH AND SIDESLOPES LINED WITH COIR FIBER MATTING (TYP.) PDE -L - POT 13+84.26 = DRl- POT 12+08.93 �. -��� ,-_ z � � 8�1011 CAGWYNDOLYNHIR GBARSHINGER E' END PROJECT � . ... .. ..._.., -L- STA. 14 + 50.00 — — _ _ _ _ ExiSTING_R/� SR IIIO ZION METHODIST CHURCH ROAD -- ,�� — --- — --- --- � -�' � � � „> F F �UFF�,- 25 FT TROUT BUFFER (TYP.) ---��� � .. � . . - ---- � � TB - - - - - - - - - _ �-� — -- ^;=— -- �� � ��B� �:, ��� � �8 . ����_�'�'�'��``'�� �-_ „2�~ - _ rg �,�,,ti ���_'' r TB�, _ , , _ _ \ B�—TB—� - � TEMPORARY IMPERVIOUS DIKE C O DO�ONNIE'LEE HONyyELL�FE, ��r —�-�- \- Ali�� �REEK /�.� \ Tg �_- � B _�__ ��ce� — TB / � R o ,�—__ 25 FT TROUT BUFFER (TYP.) PERMIT DRAWING SHEET 1 OF 4 PROIECT REFERENCE NO. STREAM IMPACTS EXISTWG BRIDGE DIMENSIONS - 23' X 20' (SINGLE-SPAN), 43 DEG. SKEW l7BP.11.R.68 �SF-0400/7J PROPOSED CULVERT DIMENSIONS - 19'-5" SPAN X 4'-11" RISE ALUMINUM PERMIT DRAWING 1_�,� res E/VG/NEERS Length Type Description BOX CULVERT, 40 DEG. SKEW ��`�� su�rE� z000ROUCH sr TOTAL PROJECT LENGTH - 300- FOR BRI DGE �O�OO� � �r RALE/GH.NC z�eo3 Permanent g1 ft Culvert in proposed Aluminum Box Culvert PH (9/9J7T3-8887 Stream ASHE COUNTY Temporary 30 ft Culvert in Two 42" Bituminous Coated CSP for a , cP , STREAIVI IMPACTS Stream Temporary Stream Crossing (On-Site Detour) ., qG , F� , Temporary 146 ft Temporary Impervious Dikes and a Pump-Around �� Dewatering \, t; 3 � ��`� TEMPORA�Y \ � Bo��aRO ���-- �' � NAD 8�1011 IMPERVIOUS � , - \ O � � ����,"\ _; ,,, CARL L. BARSHINGER AND yyIFE, DIKE A 'y , RANDY G. HARRIS A�D y�IFE, �� GWYNDOLYN R. BARSHWGER � � � �„� �e � _ � � PHYLLIS � HAR IS � \ `' e � �� , �, . � � m� �� � � �'� ``� � - - =- � � \ � \ _ - - � - - - ; �' -,, �� '�. �, � ;�- � - � , �� TEMPORARY � � �F� J'� Me;�'�. E �-� ��' 2 42" BCCSP � � _ �� �� � -- _ � ' r � � `--_ - — �a95 -, e ' t ITH TEMPORARY HEADWALLS � - -� _ � O ' � � W � � ,� � _ � � � �� — �1 � � � _ a�9� - �`°� �., � _ \ � \__ _ �_ e F�� c , `�-� , r��^'��� �,� �� ED�yAR,p TALLY AND �yIFE. ne, � �°�.,�a �P�r t � \ � ��8� , , �� MARY C. TALLY z / � �j`�, ���`� ' 3 f 4 3��g� 2 '�,��\ B .\ R�P� � � �\ � �� Po 8 ��� <<_� ' � END PROJECT T � _ _ -�- � � �'�, A � � . :�BEGIN PROJECT E � � R�� , r w \ \ � - D [— PC�"�i2+o8.93 �� �_ - 17BP.11.R.68 ����� `� � � ',�/ �U � ... � � ''� �- ` � ' `r� "(1� � 3�� �,� �' �`" _ �- � � � _ , UBP.11.R.68 j� � ��,oE �'� �� -`' ; �' - \� —L— STA.���+50.00 , , � '� , ������� � � � —L— STA. 11 + 50.00 E � T oa��N � � s��� _ _� � -- \ R,� P, � 0 � �t � \- _ - 3�i65 _ _ _ Fx�sriNC ._ � � - � I _ - �. � ; - - - � - - --- ' c, \ \ "�8 -� TO RDRBP,IN� � � -- � ---- -- -� � ` =_ � 3�6� _— � � � p c, �� � � � - {� - " - ` � - � � ------- �---� � S� '^'l � � � �� - � F ----- A "' _ — 55 ` I� % - - � - - ; _ - - ' m � , � - � � , � % _ � - - _ - ^' !"� �50� -' ��� -- -u, � c,� �� / �'9� i l _.— - - - - - - � ==r - - '� ' � �, � - � � � �A __ _ —' — — � `, / - ` ��F'�,� '� SR IIIO ZION METHODIST CHURCH ROAD / � 9i I /�` / '� -L- ��� � � /� M%GRE�� Rp� � ------------ F -_� _ - - � �� � � ��� � - ----- - ��-- -- --- � � � ; � SR �i09 / � REyQ VE i5 �M -- -- - -- - - - --- -- -- / � � � , � � S �-' - - ___ - - t i . 1' ,� � � ___- _ - � �_ _� GRA�E /-' \ ��� � / � 3�9 � - 15" --_�ro DRA °• F - 2�ID5 T TROUT BUFFER Y � � - _ --- ' ; e _— — � — -- R � l � � ,' . '" � - ---- ` � � - - -- .. . _ F �UFFE T P. � ; �� - - , / � � / ��, " — � 7 � --�_ - -- - , � - -- � / / RiPiR � � � _ -- -- �/ i ��45 — i �`' v!�t`!'�`-('�""� / '� , .. _ _ — _ --- � � i� _ c � � _ � � -. � O - --- r� �� `�_.,-n._ � � � �-B -_,_..---.._- � � � �- ---- _. ; MB � ��,�CIAL LATERAL V DITCH ��.5 — � �� � —�' � ,vY- ° �� TB „�r � _ � _...�$ Tg _.__ , � .. , � � �� � �V �- �� � � � � ,� � _ . -�� � . � � � � - - . _ - - - �- NOjNc \ _ ` , �� PDE �\ .� ,� -_ -- - � ,� �, � , �,� �`, \ - � / . � %_ - - - � � � _ �qrFR � �, �� ra -� � .� , `,�-` � � � � � re � �� Z � / - _ _- � ���, g —� T� � _ � �,� �, � � T � - -- _ � � - PROPOS� TOP OF BANK TYP. r � �,� _ '�"'��� s�e �- � , � �s�� _ `� � � � ) TEMPORARY �� _ M�� caEeK m�, � -- ' �''� �.. � R FLOODPLAIN BENCH AND �- IMPERVIOUS Tg � j�/ / �Rp��E K � SIDESLOPES LINED WITH _ _ _ �cw`- DIKE C _ _�--� � I c _- B i � _ � -- —� ' ' `�°� � wE�� �- _ COIR FIBER MATTING (TYP.) � �- �$l��� TB/ ' - _ _ � ���" _ � � - __ , m°' �_ - __ - � - " � ��� DO A. HOy�ELI Ak��!qiFE, ' / �i �, � �ONNIE �EE HOw�LC � - ��� NOTES: 1. MILL CREEK I$ IN THE NEW RIVER BASIN. �!IT Rp �rr�-�-,, 2. CLEARING SHALL BE PERFORMED PER NCDOT METHOD II PLUS 5' BEYOND TOE OF FILL SLOPES. /. 25 FT TROUT BUFFER (TYP.) GRAPHIC SCALE 15 7i5 0 ll5 �0 ������ — PERMIT DRAWING SHEET 2 OF 4 17BP.17 8.68 Hvd PermitDrawine psh.d�;n 12/12/2014 3:47:45 PM TGS 17BP.17 8.68 Hvd PermitDrawine ptl.d2n 12/12/2014 3:08:08 PM TGS 3,04 3,04 3,03 3,03 2 00' {vd PermitDrawine ptl.d2n 12/12/2014 3:05:14 PM TGS 1 GL -L- S A. 13 + 10.00 PROP. 1 19'-5" SPAN x 4'-11" R SE ACU�v17 LV P�. _ . SKEW=4 DEG � I PROPOSED GRADE TOP IOF BANK I I I II -------- - – — -- -- --- ----- i - --- --- - - - - � _ __ .__ - I I � I I ' _ _ I� _– _– _– __ I--"i --� I I I I. GL INV RT = 3038.8''� SLOPE 0.0161 FT/FT 100' S0' C/L PROFILE ALONG ,I 100 Y. W.S. ELEV. =3047. 1' � = _ �o�. � i i _ _, ===J== -----'I -- I--- -- _� � -- — —I---I— -- - -- - - - - - - - - - __–I---I— – ---i------ '– t --'–�I I I � - I �-�.r�' BE PR FILE 50' STREAM NORMALIW.S. ELEV. =3041.5' 100' PERMIT DRAWING FOR BRIDGE #040017 ASHE COUNTY NEL 150' r�� PERMIT DRAWING SHEET 4 OF 4 I