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HomeMy WebLinkAbout20150919 Ver 1_040264_Permit Drawings_20141028_20150904STREAM IMPACTS Length Type Description Permanent 60 ft Culvert in Stream Proposed Aluminum Box Culvert. Temporary 98 ft Temporary Dewatering Impervious Dikes and a Pump-Around TIMOTHY E. COFFEY AND �IFE, TARA L. J. COFFEY EXISTING BRIDGE DIMENSIONS — 21.75'X20.5' (SINGLE—SPAN), 50 DEG. SKEW PROPOSED CULVERT DIMENSIONS — 17-9" SPAN X 3'-10" RISE ALUMINUM BOX CULVERT, 50 DEG. SKEW TOTAL PROJECT LENGTH — 250' r-e�� �C � �l�ar ' � 25 FT TROUT % �� ¢ i BUFFER (TYP.) � � U ^ Bl /Br \ I � \a1 9cy � el \ � ti,�\ e � �'q 1 \~ TO \ B1 ��� � TEMPORARY � � ��o \\ \e, \e` coNC. / IMPERVIOUS DIKE � , �� � � ���s�ocK �q� � � , � �, \a \�� , � � \� ; \ , / iB�T B � ; , � � � � ai ' $9 �� /�� �__- \\ � , � c,�p . � sR � � \ �� ; �i ts .,��. �\ i3� � � �-�ra � ..� �—"_- �� Rich, Hi� \ � -'� � `' re 'e �REEK ra� < ��� �� �� Rp� � � � ��B �_rs_�te/ ICH NI� -' � e� \ / \ \ � \ / � � ...�, A � � �� � �_. � <e � � � , \rB ��-_ � / E ST'Nc \ °"�\ R �' p� .. � � 1 � � � � FRq\ �\ � , \_ eSjR4C\ \ �. \ ,. �, ,. �� �� ��, � CqR \ � � . BST DFN \\\ � � \� � S � -- - � — , _ rB\\.._ - – -/�-------- re�G`�---------------- ;>> r. �r �__ �—E � -\� � -� -__ _- � V � �� �S,HppF � .. ��. � � �_ � RFTA//� � �`'�`�� , _ � \ XL-i � / \ — __ � _ / ` — _—__ — __- -___ _ "___ / -- --- -J _ --- BEGIN PROJECT 17BP.11.R.63 -L- STA. 11 + 50.00 NOTES: 1. RICH HILL 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 ����� — — SF-040264 Permit DrawinC psh.dkn 10/28/2014 137:1 I PM TGS PSRM TOE PROTECTION -L- _--- _---- � ..... _ .._ ra �\ _ _ _ _ _ \ � ��� �'�, BEDROC \ � � ��_ � TIE ALUMINUM HEADWALLz I O TO EXISTING ROCK FACE ; W `� ROBERT LEE ELLIOTT AND �yIFE. �'� RITA S. ELLIOTT i � E FLOODPLAIN BENCH AND SIDESLOPE LINED WITH COIR FIBER MATING (TYP.) PROIECT REFERENCE NO. 178P.1/.R.63 (SF-0402641 P E RM I T D RAW I N G El ('J� T06 H/LLSBOROUGH ST � SU/TE 200 FOR BRIDGE #040264 rr PHL�9/9J77328887 ASHE COUNTY STREAM IMPACTS PROPOSED TOP OF BANK PROPOSED SLOPE LINED WITH COIR FIBER MATTING (TYP.) O CHRISTOPHER J. �yILLIAMS AND y�IFE, BARBARA E. y�ILLIAMS CLASS B RIP RAP W/ GEOTEXTILE �0 SHED �� � / Q�� � � o � -� P � JC! :%' �� � �} aQ / � NAD �01� 2SFRD � / � � CONC. COVERED � 4� � peg�� � �� �TEPS _ DECK G ��� �t�� � �Sj�H / / E E ---- I � / � � / ' � I corvc. / / / � ' w � '�i �J s'J �3 � Wau €3 / � � � ��� � / i R� � �� i � � � �P����R . � � coNC. / // / yy00D �� WN-� _ � � _� Tp W��/�' BUILDING � / � � — � i / / ��—_ : � --- F --- - � ,� g�FF R %� � ' � / �, � -- � ,. .� .� � � - � � � - � � - _ __—_ --- � _— ," / .� __ _ ' ,._ .. -_ `� � BST � .' j ',�, - - - w � / �,,.. � � - �� -- - �- - � - -- - - - -- SR 3R RICH NIL�A� /�' / / �''�.. � � TB ��TB ` � �T6 � � — —TB TB , - K, G � yTS ---�r/ -- . � �-- --� --- � � E / —1 �—/ / � ��-rv�� / / / TB—T— � � � � � r� TB-- _ � �� .�vi r �� -- —i �� �~ I'�~_1r I � �M �ra __" � TEMPORARY IMPERVIOUS DIKE � TB TB TB TB ��� rg '-' r = \ END PROJECT 17BP.11.R.63 -L- STA. 14 + 00.00 PERMIT DRAWING SHEET 1 OF 4 STREAM IMPACTS Length Type Description Permanent 60 ft Culvert in Stream Proposed Aluminum Box Culvert. Temporary 98 ft Temporary Dewatering Impervious Dikes and a Pump-Around PROIECT REFERENCE NO. 178P.1/.R.63 (SF-0402641 EXISTING BRIDGE DIMENSIONS - 21.75'X20.5' SINGLE-SPAN,50 DEG. SKEW PERMIT DRAWING res EiVG/NEERS PROPOSED CULVERT DIMENSIONS - 17-9" SPAN X 3'-10" RISE ALUMINUM 1�J� eN:v-_r:, T06 H/LLSBOROUGH ST � SU/TE 200 BOX CULVERT, 50 DEG. SKEW FOR BRI DGE #040264 r� R'QLEIGhf.IVC 27603 TOTAL PROJECT LENGTH - 250' � PH (9/9J 773-8887 ASHE COUNTY "` `�(�i 5�' 3� "r35 � `S 3 - , � / � � 3145 � ��j - 3125 �� �, ��� 31�� STREAM IMPACTS - � / -, % � .�1�� � � ��� �� 3 4 � _ _ - � ' 313� — 3135 � ---- -�- PROPOSED TOP OF BANK — � _� � 312� - � PROPOSED SLOPE LINED � _ _- -� �- __ WITH COIR FIBER NAD -- ---_ 3125 ���� � -� MATTING (TYP.) 8 O11 � _ -� 31 �� � -- -- O -- �1?, �� � 31 -�- - � ��� � � ��' Z� � \ � �_ — - _ � 312Qr 31�8 '�, TIMOTHY E. COFFEY AND �IFE, � � \. TARA L. J. COFFEY \ ' - CHRISTOPHER J. �yILLIAMS AND y�IFE, � -- - _ BARBARA E. y�ILLIAMS � � 3110 ��� �_ � � � � � %� � � � �115 _ � - � � p � � 3115 CLASS B RIP RAP ----- G � �� - ____ /-e` `�1 �' I �'� � _ � - W/GEOTEXTILE �115 � � � \, � 25 FT TROUT �e, �a. � es � � �, ' �0/ ��.-- � a, . � � � - - Q � , , ,_, � � 2 , � �� ��� � � -- BUFFER (TYP.) � �-- — � �- -_�;, , � 3i2� � ��_ � /� a! " � _- � � � ' ii� � - � --_ ______ ��� e �e— _�"B�e1/ r �P\\e1 , ' �\ - . � /� ,I ......., � �% � � _ - � ��, _ ij �� � � \� ,\ \a v,�� c9\\e , 311� R�G - sHEO � \ ��F � � ���•���� � � -r � ; ; A� ��� TEMPORARY �6(� a°,� � �'� zsFRo e „ `` \ , , � ��8 � � �� � � q' '� � ��, �� c � tJ � , , UcoNC. IMPERVIOUS DIKE F ' � � CK ( 7 � � J � {� ,� � � � � � � ���. �� ' � / ��� 31�5 � � .. - - � �� � CONC. � DECK�� peg�� � � i � � ��'�� :. �� �j ' ,' _ �. ---------- .. � STEPS -- - �� R .� 31� . , , � \ \ �- � .- i -. �� \ iB—TB _ - _ - -_ - - _ �' / � r � �, � � \ � a1 , Sq � � �s �_ 3ll� � � � / �-., � � S � �� ��K , c,�p �'� � 'B�T E --- E ---- / ; � R � � ; �.- te� .. ,':'��.� i-3> � \ � .;.,� �� re / ..�/ ��-- � . 1 I -... / . � j" .�.' , '� .. � Rich, � _ . �. . ,�e � EK �' �re �� �` � '� �� �I coNC. � � i ��\ ��>. � R� � A� � �� � ��-rs � ' H I�� � �te �� � GR � � � � �} s�J � WA�L {� � � —� � - i � ti�<< � �,'._ rs ca � E I � / o � oo� . O � � re _ �ita ��� �10 � W � / � ., / i � ��R R \ �' � �, � - �P, r�/ ta F � � �coNC. � iE � � ��sT c � -�� � � � V - ` �ra� � - - �_ �E a �� � /N� WOOD I WALL � �. / _ � p `������ R W � � � � �1 � �� ` �--- -- /�te � � �\ BUILDING _� � .- ��� � - T � �LL \ \ � re / \ pFR qe� �\.. \� �.� �� \ � �\ -___ -_ _. _. -- _ _ _ — ` _ / /. . _' / � - / e ~-� � �' --------- r �Gt�------------- � S?q4C�\ �_\ -_. ------_� • F ._ \ ��F -, -_ ' " /-" - i T , _ _ - i � � � � � i �. - -_ ----� , � \ � R _ , � . t� \� ' '__ _-� - _ � � � -�� � : , -- - --- ---- � ,_ - � — - caR � �� esr - -�_ -- , , �� - - � °FN \\ , - - --- -- - -- - - - - � � - -- - � - - � -- - - ---- -- � , asr � / - - - ----- -- —�- � \ - - - - - - `' / � , � � � - i - - - - - - - - SR 317 RICH N � i-/ � � v,S�`�r� �, � ILL R� , \ � �S - - - 1e 1e� . �,. � ._H�P f -..�- `�`�„ � � `t�'�i� ,� \ 'O � � � . . TB TB T-U-c�— � � FT9//V � � - � � - - - _ - -�, � �� - 1 � ��� l .:.- —_ ----- - --- ii �TS� � �r,,f`V„ C' e '" `�� L i � � �I��iE ��� - - � - � � � _ —_ _ - .`� �,4-:; � �� � � � _ __ � � _ � � k � . ���'- --- � " �x ��� � . �� � � �� � - -- r«-- � -- , -- -------- -.� � � �� -- -� �II� � . � , � �re_ BEDROCK � _- ���'�a,r�� � , "�'� � - --- � r "� 1 _ _ - _ _ ._____ - _ ' . TB _ ' -� _ -_ _y 1 ..� � -� -___ - . - . \_ -_ �v5:.. - - ...- TB TB TB �� ._.— — L � - - .-_-_� i � �� l -- - --__--� . - --- __ � -, � .� � _ � �:-�-, ; _' � . ' i _ ______—_ . _ _ . � ��� — _ -- - T ���•, BEGIN PR��ECT — ��� _ — -- --- ` Te_re Ta ,e ra r 7B—T8� — �Ir��7BP.��.R.63 � -� � �� PSRM TOE PROTECTION � �jl� ���r // E�� PRO.JE� —L— STA. 11 +50.00 -- -- — --- - _ - e —��,a �-- R ,a Te Ta ���� , , 17BP.11.R.63 NOTES: ---- �-- '��'=- w ,Ti� ��%- —L— S��. 14 + OO.00 �S i� ���� 1. RICH HILL CREEK IS IN THE NEW � �� �� RIVER BASW. - TIE ALUMINUM HEADWALL, --- - TO EXISTING ROC - FACE ' i � @�1� �' - _ _ ER ; � 2. CLEARING SHALL BE PERFORMED PER '� � `, V =-% `'�' - -- �zi� 2 �� � -- w szl�: � BuF - � � ti� � NCDOT METHOD II PLUS 5' BEYOND = � � � � ��1� � � - _�� � � ROBERT LEE ELLIOTT AND �yIFE. �` �ti`r, �� TOE OF FILL SLOPES. -- �zi� _� RiTA S. ELLiOTT � E E TE"'�PORARY � � -- � � I IOUS DIKE � � � � _ _ , ERV � bt �- Gvti� _�_ - - ��ts _ ---� _ _ � �st� � `L�- _ ��ti� ._ �,�Is -� -� �5�� - - - =_ - � _ - -�� % � �" i - _ � , �_ - _� s�t� - � _ � ��i� _ i - GRAPHIC SCALE —� � - - i � - - J - _ " i5 �.s o is 30 � -_ �� FLOODPLAIN BENCH AND - � _ = yt� = i. � � � � �\� �_ _- _ �' SIDESLQ�?� LINED W �kt COIR � � __ �9�� � � � � � — I — .� _ �tit� FIBER MATING (TYP.`�'J = _ -- _-- - �9T� - --- �. _.� - ��� �� - �=�1� SF-040264 Permit DrawinC psh.dkn 10/28/2014 137:50 PM TGS 3,114 3,108 3,102 3,096 10+00 11 + 00 ST RUCT URE HYDRAUUC DAT A DESIGN DISCHARGE _ DESIGN FREQUENCY = DESIGN HVy ELEV AT lON = BASE DISCHARGE _ BASE FREQUENCY = BASE HVy ELEV AT lON = OVERTOPPING DISCHARGE _ OVERTOPPING FREQUENCY= OVERTOPPING ELEVATION = 230 2 3,108a4 l9/00 /00 39/l1e90 250 2 -f- 3,109e10�� CFS YRS FT CFS YRS FT CFS YRS FT �* OV ERTOPPING ELEV AT lON REPRESENT S LOVyEST HI�HPOINT AT —L — ST A,13+04 LT SF-040264 Permit DrawinC pti.d�.m 9/18/2014 A:3336 AM TGS 12+00 .S. ELEV. = 3111.90' S. ELEV. = 3108.4' Pl = 12+48.00 EL = 3.107.32' VC = l00' \ — K=65 OS = 45 MPH �+)2.7434% )427� --°----_-- BACKFILL TO SILL HEIGHT WITH NATIVE MATERIAL LOW FLOW CHANN PROFI LE ALONG GL -L- STA. 13 + 06.00 PROP. 1@ 17'-9" SPAN x 3'-10" RISE ALUMINUM BOX CULVERT PROP. GRADE = 3108.91' SKEW = 50 DEG I , � I I � - � � � _ i---- �.. -- - — ; i � _- ------- ,-�a I � � 13+00 ROADWAY EXISTING BRIDGE TO BE REMOVED I .5' END GRADE -L - ST A.14+00.00 ELEV. = 3,l1/.49 APPROX. WATER SURFACE ELEVATION ON DATE OF SURVEY(SEP/OCT 2013) =3104' PERMIT DRAWING FOR BRIDGE #040264 ASHE COUNTY 14+00 PERMIT DRAWING SHEET 3 OF 4 3,114 �C 1:� 3,102 3,096 3,090 PROPOSED GRADE EXISTING BRIDGE TO BE REMOVED ALUMINUM HEADWALL (TYP.) DOWNSTREAM � EXISTING RIGHT TOP OF BANK STRUCTURE EXISTING LEFT TOP OF BANK 54" CMP _I_ . - _- GL -L- STA. 13 + 06.00 PROP. 1@ 17'-9" SPAN x 3'-10" RISE ALUMINUM BOX CULVERT 100 YR. W.S. ELEV. = 3111.9D' PROP. GRADE = 3108.91' SKEW = 50 DEG I L__ �J,�-- �. r------ ----� —_ -- �� -��_ - J`��.���.�.��i�/' . . . . / : � ; � _ _ ,,, _ ; , � . - ,,- ; ' ' � �'�� BURY INVERT 1' (TYP.) ' � � ___ � � � _�� i � � -� - � _z--- __-- i -� -- �---- - -- . ` \ �= ---''��� CULVERT SLOPE = 0.018 FT/FT � -_ ______i -I 'I I � GL INVERT = 3102.8' 2 00' SF-040264 Permit DrawinC pti.d�.m 9/18/2014 A:3338 AM TGS 150' 100' 50' PROFI LE ALONG C�L _ � 2 YR. W.S. ELEV. = 3108.4' �� - � '� - ---__ ----- --_'- � - -' _- _---- � �--__-- - - _-- __ ��- � ������ --��� � � EXISTING STREAM BED PROFILE APPROX. WATER SURFACE ELEVATION ON DATE OF SURVEY (SEP/OCT 2013) =3104' 50' STREAM 100' PERMIT DRAWING FOR BRIDGE #040264 ASHE COUNTY 150' r�� PERMIT DRAWING SHEET 4 OF 4