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20150795 Ver 1_Application_20150806 (2)
PROIECT REFERENCE NO. STREAM IMPACTS EXISTWG BRIDGE DIMENSIONS - 26' X 21' (DOUBLE-SPAN), 55 DEG. SKEW l7BP.11.R76 lSF-940020J PROPOSED CULVERT DIMENSIONS - 22'-9" SPAN X 5'-4" RISE ALUMINUM PERMIT DRAWING 1_�,� res EiVG/NEERS Length Type Description BOX CULVERT, 55 DEG. SKEW EN�v- �, Toa H���seoROUCH sr FOR BRIDGE #940020 - SU/TE 200 TOTAL PROJECT LENGTH - 421' �� Ra�EicN.NC 27603 PH (9/9J 773-8887 Permanent 60 ft Culvert in Stream Proposed Aluminum Box BEGIN CONSTRUCTION WATAUGA COUNTY Culvert -Yl- STA. 10 + 80.00 Permanent 38 ft Stream Bank Stabilization Class I Rip Rap on Geotextile FLOODPLAIN BENCH LINED � STREAM & WETLAN D IMPACTS i � �' / i at Inlet and Outlet WITH COIR FIBER MATTING �� i � � (�'P.) i �' i � �Impervious Dikes and a �' i N Temporary 106 ft Temporary Dewatering ��; ' ;� � � q� Pump-Around CLASS I RIP RAP �/ ;�Q ,% �� �ENN'is R. srEyyaRT ,�' 0 8 0 ON GEOTEXTILE (TYP.) � �° j �_ � / `' �� WETLAND IMPACTS —�B��,B - � � �� �o L ,o i % - 's\re � � � � � � � � � � cRass Hand Clearing Permanent Fill -ARC���s Rue �'B�� 2� �i �° in Wetlands in Wetlands rB_�E �REEK re ��e\� � � � � � O � W / � W � � % O T\�sTa `� �'°��,'�P � Fa��oW AEftE V. MILLSAPS ,� � � ROB T LEt MILLSAPS � i ,r� F F F JOSEPH R. NAPOLEON \ �° / � F F F � " 'e 'S �'�\ � CL4SS B DISSIPATOR � � � ;� W , �\ ��� PAD W/GEOTEXTILE 0.01 ac 0.01 ac cRass re r��� � TEMPORARY \ � \� � � � � � /� � , � /0 IMPERVIOUS DIKE e ,,� � � Q10-6.6 CFS i: � ��' SHELBY EGGERS // BEGIN PROJECT \ V10=1.1 FPS �i �,�� ��� � � 17BP.11.R.76 ruE es �uE ��� � �uE � � uE � � � � � iF / � � -L- STA. 11 + 00.00 ,��� �� ,� � � � .�-, � �-� �- �, � � ��� � , �; � ��.� _ ExisriNC Riw � 0 � � � � �','. NN Ml,� A �V '� �"�\ � � F/ I � R BERT LEEI M�LLS�S \ � � � - — GARDEN � -- - - a � s G�DE TO - -� � � � A , �� �j, RAIN , F - 24�� RcP_�v �F� � -L- POC 13f88.83 - _-- � � o - __-- �� �,; e �a° cM F � F F ia c-- — �_ -- POT 11+6/.59 F ; - - -- --- �� �Y� � '' \-- . � WITH FLOWABL \ RETAW 15„ � ------ ---- � -----���� �' � ---------------------- CMP � \ — ------- -- --- --- -- — — — �` � � E N D PROJ ECT RE O OVE 21 LF e � / FILL REMAINDER I � � � - ---- ------- - - - - - - \�- �- � �77BP.11.RJ6 � -L- \`� @ \�� ---- ��,� � � � ,, L� �STA. 14 + 50.00 \\ _ � ,,, � - sR i222 MouNTaN oa� Ro. esr � � - � ,, - - -- --_ _ -- ---- � �� - -- --- � - — ---- \�' _ , ek / - _ — --- � -- — -_ - — . - -- � -- - T -- --- � -_ , — �_ - -_ � ----- ,, � , � e F --------- ��� X \\ F -------------- ' � �� _ F � � -' ` ''a ra s, t- _-� ..� _ � � � N� R�W / \F / � C � SR 2 � Nr � \\�/ , , � �s ✓s _ II(illl,l� __ � --- �, ,.. "` ------------- v � � � r�'x - _-_-_--_-- �� �S �T{ TB�JS\\\ � ExisiiNG RiW`------- � �`� G,p '., -- \ � � ��� . - ------ --- \ T -- � �, ---- - U� - - -- - -- - -\ - �� - - -------- - r� �� �_ A/N �A�F RD , . � � . \ - - � \ �\ I \ �� ���y� �a ra � � ��� � ��� A a T ' '� � T T�/E� �� �.n � '�F BM°i � ��s-��_ � �\ o � � �re � \ '�� \.. \osr T cRass F � E ___ ROCK PLATING�.�s �, �� ,\ � ��9 TU �F F���\\ �___„------- CLASS I RI�, RAP \ �� ` \�5,� � O \ �� __ _- � --QL�, GE07�'XTILE \ ,��� � ���, NQ� e �� \ TVF KATHERINE ��MGRAHA� T �� E F F _ \ �\ \ - _� \ � . , � \e „ � T(�F E ,- -----------__ � � ��\ �\ e T�/E . �' � �-' \ `^ \ � \ �� � , `� � �m V � � .� � � �, GR �y 'nG � � GRASS NOTES: ��� � � � , � , ���� � �� \ \ \1. RUBE CREEK IS IN THE WATAUGA RIVER BASIN. TV -- � �, TEMPORARY � e\`��\\ � � � 'Y �� 2. CLEARING SHALL BE PERFORMED PER ��� � � IMPERVIOU$ DIKE � �� NCDOT METHOD II PLUS 5' BEYOND ' TUF END CONSTRUCTION m� s�,'��iB iB�-TB� � ���y \ TOE OF FILL SLOPES. <e ��� �� -DR2- STA. 10 + 94.00 � �� � � �S�e �\ \ � �--`�r —\ \ � � t3 �= ' ''s �s� � � � � � �3 , . \ � �"� � � � GRAPHIC SCALE 15 7i5 0 ll5 �0 ������ — �.:: `V` PERMIT DRAWING SHEET 1 OF 5 17BP.17 8.76 Hvd PermitDrawine psh.d�;n 7/23/2015 3:5A32 PM TGS PROIECT REFERENCE NO. STREAM IMPACTS EXISTWG BRIDGE DIMENSIONS - 26' X 21' (DOUBLE-SPAN), 55 DEG. SKEW l7BP.11.R76 lSF-940020J PROPOSED CULVERT DIMENSIONS - 22'-9" SPAN X 5'-4" RISE ALUMINUM PERMIT DRAWING 1_�,� res EiVG/NEERS Length Type Description BOX CULVERT, 55 DEG. SKEW EN�v- �, Toa H���seoROUCH sr FOR BRIDGE #940020 — SU/TE 200 TOTAL PROJECT LENGTH - 421' t� Ra�EicN.NC 27603 PH (9/9J 773-8887 Permanent 60 ft Culvert in Stream Proposed Aluminum Box BEGIN CONSTRUCTION WATAUGA COUNTY Culvert -Yl- STA. 10 + 80.00 �� _ Class I Rip Rap on Geotextile FLOODPLAIN BENCH LINED / � I/ / /� STREAM & WETLAN D IMPACTS Permanent 38 ft Stream Bank Stabilization WITH COIR FIBER MATTING � � at Inlet and Outlet ��P � i` � � �! j ' I ' Im ervious Dikes and a � ; i Temporary 106 ft Temporary Dewatering p � �� ;'� ; /�/q� Pump-Around �, ? � DENNIS R. STEy�ART / 8 CLASS I RIP RAP i;Q ; ,� i ON GEOTEXTILE (TYP.) z>> �/% � �° � � / / �° Ojj , , ,, ,, WETLAND IMPACTS - —rB��,B _ � � �� �o � ,o i �� ' ' � � �s \ �.e � , � l ' 2 ; � ' ,', . � �, � �__� � F . c� � � i � I GRASS �' �� � � - � Hand Clearin Permanent Fill -ARC" re � R�a � 'a�� i �� � � � l , ,� � � . . � � ' � � j U re l—_ E RFE/r re "Q � Y� IY `�i �Y `�i �Y X/ �Y . W / � j � ' � ' in Wetlands in Wetlands �; re�� ���� �,��� `�� � , � � � ' � � Ta`Ta 6 ���'�P AEftE V. MILLSAP$ �� I �s S � \ Fa��oW / \ ,� F F F JOSEPH R. NAPOLEON �✓S \ � � � � ROB � LEt MIyLSaPS � �j / / /? � 2�95 '\ i N �'\ CLASS B DISSIPATOR I � � I� � � 0.01 ac 0.01 ac cRass \�e �'\ PAD W/GEOTEXTILE , � TEMPORARY � � �\ � � � � � ��� � � � � �\ QlO 6.6 CFS 1'F �� zS,+�BY EGGERS \\ IMPERVIOUS DIKE a � � I � `�� �� BEGIN PROJECT � � v�o=�.� �PS � � � I' � ������ � I� ���` � /� - �������,� �. . � �° 17BP.11.R.76 ruE �s �uE �� �uE �E `' ,, � iF s � �, � / �� ��\ � � ,� __ -L- STA. 11 + 00.00 ��E � ` ��. ` �`' �? ��' \ ; ,,� z . �� � � ;�'� �Q , m „ , _ , , , � � � � � ' a \ . i � c'9 p ` ,`� � �� � i � ���',,. " / \-� C�\ F / I - � --- --- ExisriNC RiW �E . _ , , � � , � ,'� GARDEN - - .. N MI,I, � • � __ ROBERT LEEI MILLS�PS e --- _� -- _ `� ' , _ . � � , . � i s G�DE TO\ �� i. F F ,,'� / \� °-F , - - - �� � ✓J, RAIN � , _ _ � F 24" RCP_IV �F - PP� 13f88.83 = �� � � � L � -� �� F �; m IS" CM F F F - ------ - - 18° C [ �� �� OVE 21 LF � ��.�� _ Y� % � \ ---- - _ -RE o =-� \ __ �_— � \ - � ---- --- - F F��' �� � LZ �fHIS END RETAW i5^CMP - \ ---------------------------� -- , � � � ___, �, END PROJECT � FILL REMAINDER � -------------_ ° . � WITH FLOWABL � A� \ -- ----- — --- - � - - - � ��-�-----�-- ,� _, �77BP.11.RJ6 -L- -L �STA. 14 + 50.00 � �� � � � ��� \ �, _— � ,,_,\ �� SR 1222 MOUN7A/N DALE RD. esr � � " � � - � -- � _ � � --- ---- --- -- --- \'� r \ - � c ]� � � — _ _ _ -- -- --- --- — o ' �_ S ex� A / __ — - -- _ - - - " — T -- — —_ - , — ,_ � � ` _ __ _ � ----- '_ F — — — — — — — — — � �, ---------------� � . -. - F F � re �� I�I I I I I. '\\ � r'tic R \ / -2765- � �' ` ✓ i � .-. �: �,�. �R ��22 � W � . _ � \'. / _ A � � . � ✓S, . S -., � _ - - _ � , �._,_5 � ------- � ' _ , - p \'• ��. � a �-4'.,�F re r C -- -- � J$ .. , TB-1� -- _� -__- \ \ \ L/p�Nr'4 N - ------ � - - ExisiWC RiW -- - � '• - __ _ .. . - � . � — - .. � � G,p . �� rB - _ Rp � .. . ��� TU ---------- , , _ o _, ,� _ �F S F , � r � ,� � , . - -- -- � �. � �, ,- -- _ �, � �, �. I��Ta� � � �� � ; ra �� � ie � `� ' � . � TB _ \ �.., \� _ _ \ v� � _ � TVE\ �� �?, �F BM°I � ��Ss-�__._ � �_., �� ��' � � � � _ , re e JS w \ �is'T T cRass F � E -� --_ _____ z ROCK PLATING�.�s � , '��� � �� VF F�� -- --�_ �D�� CLASS I RI�, RAP ��� `�os TvE 3 � ����,_ � �� ---------QL�!_ GEO�C�CTILE �� ..a �� �'�� �� \�,�, \ O TUF A�AN Q. Zi�1MERMA� T��\ E F F � �, ��'�-, \ �e\ �� _ � ' ,, \KATHERIHE 5. GRAHA TUf E �� ,-----------�, �`. �\ e � � S� w \�� T�� -,"- � _',-_ \ s � � \ �� G�e � ,, ,:> ��'r �m � � � � .� \ , . , \ � , . . _ N � • � �-. � GR ' — i� � � \G� \ IY � GRASS �\ � — ` � NOTES: ��� \ , , � � ���z- � � � . . � � � � �J � ---- — . G�,p o ', Ci�� � \ \�� i 1. RUBE CREEK IS IN THE WATAUGA RIVER BASIN. � TUF -- `� s.� - -- -� TEMPORARY �'� � � � � � � � ��� ., , e � � '� � IMPERVIOUS DIKE ��. �, �� ����1B�r� � � , 2. CLEARING SHALL BE PERFORMED PER / ��<<z - --- � ��� � �� � ��� \ �� NCDOT METHOD II PLUS 5' BEYOND � tUF END CONSTRUCTION � i �� e TOE OF FILL SLOPES. �- � -DRZ- STA. � O�- 94.00 - t- � � _ � � , _ _�08LZ � ��� - ��� ��_ 1Sre re � � � ,� -- � � , �s �s o A f} t� � - � � � , � � - _ ,- _ -� _ � � A � � , � �, — - � � � � ��� � ��� ,:� �_, , � � e� � ���z -- � j � �! /, � / � �� � � �, � � _ � � GRAPHIC SCALE � " � � \ 15 7i 5 0 15 �0 � � �� /� �/ � Z �"� � _ _ � � \. � � � � � � � ������ I — � �._.-_ ' ��� ��zz PERMIT DRAWING SHEET 2 OF 5 17BP.17 8.76 Hvd PermitDrawine psh.d�;n 7/23/2015 3:5633 PM TGS 2,778 2,772 2,766 2,760 -----------------------------� Pl = 11f70.00 EL = 2,769.63' VC = l30' K = 327 DS = 80 MPH "�' (+)0.75i H�I � _��i GL -L- STA. 13 + 18.00 PROP. 1@ 22'-9" SPAN x 5'-4" RISE 100 YR. W.S. ELEV. = 2772.31' ALUMINUM BOX CULVERT PROP. GRADE = 2771.34' SKEW = 55 DEG EXISTING BRIDGE ' TO BE REMOVED - ' _____-�+��.� r- � ----- ----------------- --� ----- -- ri 5 YR. W.S. ELEV. = 2768.5 � ' -�� ----T-----1� �r- - i i i � i I i / , ;� _,� 10+00 11 +00 ST RUCT URE HYDRAUUC DAT A DESIGN DISCHARGE = 420 CFS DESIGN FREQUENCY = 5 YRS DESIGN HVy ELEV AT lON = 2976805 FT BASE DISCHARGE _ l9/00 CFS BASE FREQUENCY = l00 YRS BASE HVy ELEV AT lON = 29772e3/ FT OVERTOPPING DISCHARGE = 550 CFS OVERTOPPING FREQUENCY= l0 YRS OVERTOPPING ELEVATION = 2,769,65�� FT �* OV ERTOPPING ELEV AT lON REPRESENT S LOVyEST HI�HPOINT AT —L — ST A,13+469 74' RT 17BP.17 8.76 Hvd PermitDrawine ptl.d2n 7/20/2015 8:46:42 AM TGS 12+00 BACKFILL TO BAFFLE HEIGHT WITH NATIVE MATERIAL LOW FLOW CHANNEL - 13+00 PROFILE ALONG ROADWAY Pl = 13+83.00 I EL = 2.772.09' I VC = l30' ' K = l54 �S = 60 MPH �+ —L— J/ EL. 2,77. i� � � � �.5� , APPROX. WATER SURFACE ELEVATION ON DATE OF SURVEY(SEP/OCT 2013) =2765.1' PERMIT DRAWING FOR BRIDGE #940020 WATAUGA COU NTY 14+00 PERMIT DRAWING SHEET 3 OF 5 2,��8 2,%�2 DOWNSTREAM STRUCTURE 69"x42" _I CMP-ARCH 2,766 - - - - -__------ -'��---- ___- --- - - - - - - - - _______ ; _ - ; -- - - - - - - -- , , ------ ;. , � � � _ , _ ____--- � j'.`�.`----------------- 2,760 2,754 2 00' 17BP.17 8.76 Hvd PermitDrawine ptl.d2n 7/20/2015 8:45:45 AM TGS 150' -L- STA. 13 + 18.00 � �P. 1@ 22'-9" SPAN x 5'-4° RISE MINUM BOX CULVERT - �P. GRADE = 2771.34' W - 55 DEG �� �- � 100 YR. W. PROPOSED GRADE ; i EXISTING BRIDGE ' S YI TO BE REMOVED ; � -- �,----, --- - ---- ALUMINUM r -----i-T -, I �� ____ --- HEADWALL (TYP.) � � '� � � � _ � � � � - � . �_ , �__!-----!-----' - ----- -----____,�- ,\`_____`___-- ///,_ �------�-- 100' BURY INVERT 1' (TYP.) CULVERT SLOPE = O.OV GL INVERT = 2763.1' 50' � PROFI LE ALONG C�L %t ��;'� �� APPROX. ELEVATI< SURVEY 50' STREAM ELEV. = 2772.31' W.S. ELEV. = 2768.5' EXISTING ; -� � ---� -�' � - - - - ---- --� - - - --- -- --- - � - � �� �� �--- � EXISTING RIC � EXISTING STREAM BED PR ATER SURFACE ON DATE OF =P/OCT 2013) =2765.1' 100' PERMIT DRAWING FOR BRIDGE #940020 WATAUGA COU NTY 150' LEFT OVERBANK -------��- OVERBANK ILE r�� PERMIT DRAWING SHEET 4 OF 5 i i T i c. � � � N � 2�80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 � ; � ; 2n5 ------------------- — � o�� o� - ------------- 2no . _: _. _ � � �77� F� 2775 2no _,, qo� \��----- ----------------- ---------�� SoSo 2772080 278Q \ � � \ I' I��I � I I� - � � �� � ---=--- - � - � '1,: � 2775 � � � i _ \ �� - _ – _�� � �`--------- 2no 0.020 ----------------- q-� ;�;,� SaSo 2773oq6 __— _ _ _ ____ �� 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. `� ��7 �_ ___ 1 7BP. 1 1. R. 76 XSECT 0 5 70 15 20 25 30 35 40 45 50 55 60 65 70 75 2780 Z WETLA os PERMIT DRAWING g FOR BRIDGE #940020 2„5 O.OZO 3 DIS PIP��TOR ---------------------- WATAUGA COUNTY 2773.26 » +20.00 2773.76 11 + 00.00 -- � 2°� ��, 2no '`---- ----- ----------------------------- SoSo 2768076 -��_ � �, � '� i- - ITrr� � i _ - - 2780 -- � 2775 , '� / Q F- I - - - - �' - - --- - 11�� . �� W C � \ J < ... ............. ........ .... , ". .. . ... ..'.i.�. ... .. � � � J 2no ���_--------------- ------------------------ SoSa 2772030 ��I Illj , - - - - - - -=- - T - _ - --- D CLEARING WETLANDS I - --- - - J. - - - - --- - - --- W I �1 I 3 � z � , ___ — o� Q� �!�IIIIIIIIII��IIII� �� � ��� � � �' �� �; � �,� �� �� '' W < � J < �� U� S a S o 2 7 7 0 0 9 5'�—�--------- --�,, � - - -- -- - - - - - - - -- - -- _ - - _ -_ _-_ - - _I __. _ _ --- --- __ __ _. _ -- -- - - _ __ - -. , �, _ _ _ __ ---- --- --- _ --- , ; : � - _ _- --- -_ - - - --- -- --- -- -- -- _ � 2780 ���\ , I _ -:: I � I I __ _ � : -; i - � _ ' �_� I : I � � j �_. __._. ._ _ ... � --- -: ---.--- _ � 2775 � � `________----------- � - �--- _ -� -------------------- � ;� �� ,�------- � - - ��- ���� ��-rii� I��i�ji-li+l{�������illii���i��l� 2774.20 2no 10 + 80.00 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 - 0/ 5 10 ' HAND CLEARING.__ _.Eri�� iN�.. I �, _ _ _- _ _ � �� —� � WETLANDS � � ' '� � ' ;; IN WETLANDS _�F��_��_ WET ; � 2775 ` ' Z� � — \ � _ � �o � � � ; � ' � �� , � , � , Q� o � � 2no �� 2° -- � � V� i � �� � � ° — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — � --------------- � ,��� _� � �� DS � ��� SoSo 27�8037 ' ��� 2765 � � ��� � ,��Z � r�� � ��w � ��� � ��� , f��� ' `��"� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 , ��� �,t..�, � �17E3P.1 LR 76_IiKd_Pem�itDrawing r�l.dgn 7/23/2015 4_00_07 PYI TGS------------------------------------------------------------------------------------------------ 0.033 0_033 2771.54 13 + 50.00 -L- 5 0 5 �ND CLEARING N WETLANDS �, , � ��-------------------- 15 20 25 30 35 40 45 50 55 60 65 70 75 2780 2775 2no 2780 2775 2no NO WIDENENING FOR GUARDRAIL. USE EXTRA DEPTH GUARDRAIL POSTS. - -- �_� � �_ _� � � �_ _� - _ �_� �_ �_ _� �__�_ _ � �_� �_�_ ROCK PLATE SLOPES STEEPER THAN 2:1. �_ - - �! 2n5 2 o I � —� _— � ,_ -- — _ _, _ _. '� —— �� CONCRETE WINGWALL � _----- 27T0 \ ---------------------- �� ��- � ���__����/ ��' 2765 PERMIT DRAWING SHEET 5 OF 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75