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HomeMy WebLinkAbout20150770 Ver 1_SF-040116 Permit Drawings_20141210_20150731STREAM IMPACTS Length Type Description Permanent 62 ft Stream Bank Stabilization Class II Rip Rap countersunk and/or keyed in to streambank Temporary 81 ft Temporary Dewatering Impervious Dikes and a Pump-Around 17BP.11.R.85 —L— STA. 11 + 80.00 % i j � � � M � EEji � �' � / // 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 B.AS Hvd PermitDrawine psh.d�;n 12/10/2014 3:59:50 PM TGS �� � Mi�� , /'. � EXISTING BRIDGE DIMENSIONS - 22'X20' (SINGLE-SPAN), 90 DEG. SKEW PROPOSED CULVERT DIMENSIONS - 20'-4" SPAN X 4'-6" RISE BOTfOMLESS ALUMINUM BOX CULVERT, 100 DEG. SKEW TOTAL PROJECT LENGTH - 260' 1 � / VQ� C AG�jY�DOLRSI N i �// / � / / -+, � � �3 m 1 p �� 4RSHING R E' I ;}` i / � ' /'r, PERMIT DRAWING FOR BRIDGE #040116 ASHE COUNTY STREAM IMPACTS 0�� � �� �p,0 TEMPORARY IMPERVIOUS DIKE O CARL L. BARSHINGER COUNTERSINK AND/OR KEY-IN CLASS II RIP RAP PRIOR TO INSTALLATION OF CULVERT (TYP.) V —E �s� Q E � � _ E � � EIP �---------� � �� F TEMPORARY IMPERVIOUS DIKE 25 FT TROUT BUFFER (TYP.) � � o ,�' \ ,�'', LATERAL V-DITCH � � iior.ii.R.o.� —L— STA. 14 + 40.00 O� STE�'AROSALIE�AEHO�yEND �yIFE. PERMIT DRAWING SHEET 1 OF 4 STREAM IMPACTS Length Type Description Permanent 62 ft Stream Bank Stabilization Class II Rip Rap countersunk and/or ke ed in to streambank EXISTING BRIDGE DIMENSIONS - 22'X20' (SINGLE-SPAN), 90 DEG. SKEW PROPOSED CULVERT DIMENSIONS - 20'-4" SPAN X 4'-6" RISE BOTfOMLESS ALUMINUM BOX CULVERT, 100 DEG. SKEW TOTAL PROJECT LENGTH - 260' Y ��� Impervious Dikes and � "m � � Temporary 81 fr Temporary Dewatering ,�, � ��� 1 a Pump Around � � ,� � / � '� � ' �; ; �' � , U�Q � �---� � � ,�� � � ' � �--� mp � , i � / / �,; ; � AGy�Y�DOLY�jH��EARSHING R E� I �` // � ; � � , �, j/ / � �,: ^c � W ,� 31�5 3 p�� � � � � � ��,� , `��� oG � �' �;3 , P E RM I T D RAW I N G 1_ (T� TGS E/VG//VEERS v--- F O R B R I D G E � O� O 1 1� Er� � 706 H/LLSBOROUGH ST � SU/TE 200 RALE/GH.NC 27603 PH (9/91773-8887 ASHE COUNTY STREAM IMPACTS 0�� � �� �p,0 �TEMPORARY IMPERVIOUS DIKE O \ \\ O CARL L. BARSHINGER ` '� WOOD ��,BRIDGE% � � /j � �� 3�°�� �,' '� �' � � �' � COUNTERSINK AND/OR KEY-IN �;�? � �30°�� � ' ; � @`� �� � � �� CLASS II RIP RAP PRIOR TO '���� ��� ,n BEGIN PROJECT % � �� � � � �� � �� , �� � = ` � P ��' INSTALLATION OF CULVERT �,_ \ 9FF,� > , ;- , � / E� 17BP.11.R.85 � -.��; �, � % � � �� �, �P>b (TYP.) � ���� � _ - -L- STA. 11 + 80.00 � �- � " ° 2 E ��' � / � / , , , � � , _ .! \ - � ; _. , a � � � : ; �, � � � - v mm �q �«; p� E ,s - - / , ' ,; ,-' / / �� � ; . � ,, � , \ � 3 �, / ` � j n' \ �.r�'3�� 3�g�p 3�p�5 �� /� ��� F/� i \ E �' � � , � r,� - , . , , , %� �� � - ,- � w � ,' -�- - 1--- - .. � - _ � � .. .l� � V / � 31 � � - " ' � �--d�� \ F EiP � � ---� =, -� m5 � � � 10 � ,� �l5 / � - � - � ' � � � , --------- � -- ��� � \ � � , - � � 'i � WOOD POST _- ��` aj —� / �� / �� , , � rr ' j � � � ,= ��� 3�� �05 __ F _-3�6 �� � � �� F , �s�� � ,�- _ �j- - �� � , " , �j , / - - - _ - /��i -, - // �\ ,- � -'� IN F ,- - -J� � (�L�� —//��— F , , � � , ___ --_ � , � ; _ _ - _i ' ���� % ji � _ ,,� ,- G{tAD��- � — -- -� - -- - - - - � - -- - -- � - --- - _ - -- - / / � Ci� �i� _ ----- ; � �} �,--- ---- " .: - - � � / OOD POST F ' — � ' ' � - ; � �� — � I � � _-- L j�p��,.- �� � --- 3C��,� 3p8�� 3m8� �i��e� a� 3� � _ _ � _ �� � �� , , , �_ G � ' � . � �yd5j\N� � , �• � �i- i . _— _____ — — _ __— :_y a — _ — _ — _ _ — _/ � � 3 �� � � U R RQAD -- �� � .. � � � .� � � �- GN _ //� � � / METN��151 CN � �, � � � '/�� � ��� � K � R �� � � ,� -----F ����F � x ��� ��F � � � �� s.— ---� . � F � , ', - � . � � 5 I I 10 � . � . ' � . � _ �' — — -� � � �� .' � � �s�-,�r��-,s"��-('tir�r^��"'i . Ft / / �i / \ / g i � , - � /�� � Tp MI�� j� � �° �/ � ��� . r �`��. _ __ _ � -r� � �rM� �- � ���� � , , - , � , ' �r , � � / �gm / \ �i i `� °Ma �� r. ��� � � � w - PpE �� � � _ ,� � , EiP _ / .-- _, �s�� � _,�_ e / � - �- ,�'�'� �� � � �.,,� _ -y � � � �� ' � eoE� m�� ����� � ���r' Lr�_r"��` �rn��_r �� � SL�� - - � �a�� I � _- � - - -- - ---� -- % \\END PROJECT � ,- , - - � , B . . . ; - , = `� -�o��' ; `"• � � ,- 1 PDE �a�4, � �� �� -L- STA. 14 + 40.00 � � � �, - ; I / , m __ , ; ; . - , / � , i� ��6 �_ -,- �' � �� � �� . � � �� �� � ��SHED , WY ,� ,% j ;� � / \ /� �, 1— �/ � � o`� �/ �4� ' � ' / � .,. _ , rV-_ � � � / �}� j � , � ��� � � � � � � /3 � c�j 1 y � � ; � / �g0 � � �� r � �� � ��_,.� � ' �� ,� % � m�'� � � STE�yART g.HOyy ELL AND �yIFE, � /�� / ' � °' � ROSALIE A. HOIHELL i /���� ..._ i nnAi A undiri i AAin Jnrr � nA. _. �� /�� Q)` i = ��i /� .,.,•�ONNIE �LEE HOj�EL��.. �. - - � v- � - t►1 �/ I j ' \� � �,� PSRM SLOPE ;% ` � s% `��' / � ' ��' PROTECTION � / ; � �� / � - LATERAL V-DITCH NoTES: 3% � � �y � � �/ , ,� - � � , 1. MILL CREEK IS IN THE NEW RIVER BASIN � // �' TEMPORARY � / � IMPERVIOUS DIKE 2. CLEARING SHALL BE PERFORMED PER Mi � �REEK / ' NCDOT METHOD II PLUS 5' BEYOND TOE OF FILL SLOPES. � � ' <` ��.�� GRAPHIC SCALE 15 7i5 0 ll5 �0 ������ — 17BP.17 B.AS Hvd PermitDrawine psh.d�;n 12/10/2014 3:SA:03 PM TGS �� � 25 FT TROUT BUFFER (TYP.) �6� 56�� i ���� I PERMIT DRAWING SHEET 2 OF 4 I 3,072 3,066 3,060 3,054 2 ---------------------------------- _� 100 YR. WiS ELEV. = 3065.29' 25 YR. WiS ELEV. = 3063.9' PROP. GRADE 11 + 00 ST RUCT URE HYDRAUUC �ESIGN DISCHARGE = 500 CFS �ESIGN FREQUENCY = 25 YRS �ESIGN HVy ELEV AT lON = 306309__ FT 3ASE DISCHARGE = 7�Q_____ CFS 3ASE FREQUENCY = lOQ YRS 3ASE HVy ELEV AT lON = 3065P��_ FT )VERTOPPING DISCHARGE = 600_____ CFS )VERTOPPING FREQUENCY= �0_ YRS )VERTOPPING ELEVATION = 3064_l��__ FT * OV ERTOPPING ELEV AT lON REPRESENT S :/L SAG ELEV Al /ON AT —L — ST Ae /2 +39 17bp.17.r.85 hvd permitdrawine pll.d&n 12/10/2014 327:53 PM TGS GL -L- STA. 13 + 09 PROP. 1@ 20'-4" SPAN x 4'-6" RISE BOTTOMLESS ALUMINUM BOX CULVERT I PROP. GRADE = 3065.28' ' SKEW =100* — - -- ; � i i _; — i Pl = l3+10.00� � EL = 3,062.56 � VC = 255' K=29 DS = 25 MPH I ----------- — —�— _______--� , - � c+�' �-J1.9692% _ __ ---I � � r"- i ��� i i 0 o i i � "' � ; j . . l �W � i pJJ � I � — � NORMAL WiS ELEV. = 3057.3' (AT DOWNSTREAM END) —L— J/ H./9r' ELEV. 3.07/.62 �� �- �� �- , �� �- �� �- 12+00 13+00 PROFILE ALONG ROADWAY 14+00 15+00 PERMIT DRAWING FOR BRIDGE #040116 ASHE COUNTY PERMIT DRAWING SHEET 3 OF 4 3,072 3,066 3,060 3,054 3,048 17bp.17.r.85 hvd permitdrawine pll.d&n 12/10/2014 3 21 22 PM TGS EXISTING RIGHT TOP OF BANK EXISTING LEFT _ TOP OF BANK � _ -�� - �_----- GL -L- STA. 13 + 09 PROP. 1@ 20'-4" SPAN x 4'-b" RISE BOTTOMLESS ALUMINUM BOX CULVERT PROP. GRADE = 3065.28' SKEW =100* — , PROPOSED GRADE i � 100 YR. W.S. ELEV=3065.29' _ i i EXISTING BRIDGE ---� � 25 YR. W.S. ELEV=3063.9' TO BE REMOVED '� ' \ � - i -_`_`\�` ;,- �_ �� '�---------� � � �� � �' --------� --- - - , . _ _ ___� ��-----�___- ----____��--�� -`� - �� ` NORMAL WiS ELEV. = 3057.3' i I I 150' 100' 50' PROFI LE ALONG C�L - �� � � i� i � � , � - , , � ____-- ,:-_'��// -- -- -- - /�i ---�� __s_--------�_i� _----_____� � � � BED PROFILE ALONG CHANNEL TOP OF FOOTING ELEV =3058.53' SLOPE = 0.028FTiFT 50' STREAM 100' PERMIT DRAWING FOR BRIDGE #040116 ASHE COUNTY 150' PERMIT DRAWING SHEET 4 OF 4