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Home My WebLink About20151166 Ver 1_Plans_20151105w w w w � N � w � � N z w" �o � �w� wNeq � wLL ��a V1W 2 }p� inw„ wwv ww_ www www www w»w M �i M � � � ti � U W � � � U � � O U • • �— DETOUR ROUTE ��cna'�or+e,' o rvo�o� e��ww��o Tri-Cities, � �e� �er e�n Yaugi��&Mellon Knoaville. conswnnq EnQlneers � ecs�sasew MltltllesDOro. Asheville, o �a^*��"r ■ Nortb Corolino °�P°'6800 eze�tv�zr55 Spartonburg, o Soum Coroimo B61�S1��ii5 (�*��1 YPip�� Pen�erve0ua mvc. ' FOR � SE PI Te�99�a9996o5 C E N G I N E E R I N G 8 Fax 919-789-959t C 0 N S T R U C T I O N License: C-2197 �"1[°A7[°]G �]F l�T�lf�°l[°][� �CAlfB�]L�I�A ��\V��I�T �1F 1�[��1�[WA�� B U11lCOMBE CO U1�TY LOCATION: BRIDGE 1V0. 686 OVER GRASSY BRANCH O1V SR 2407 (UPPER GRASSY BRAIVCH EXT.) TYPE OF WORK GRADING, DRAINAGE, PAVIIVG, A1VD STRUCTURE �. 17BP.13.R.39 WETLAND AND WATER SURFACE IMPACTS PERMIT z= >� oA wo i i i i i i � � � 1 � TO SR 2400 (UPPER GR,455Y BRANCH ROAD� �—C— ---- RETAIN n s P P N y KO �� i i i i i i II �I � �I ?II IJ -L- SR BEGIN PROIECT 17BP.13.R.39 T � i -- _ � i— ----- ----� i i i �-- ---- ----. . � � � \\ \ 1 � \ GRASSY 6RANCH EXT.f � �E CDLVERT -L- STA.12 +70.00 i i � i i i � � � � i END � �I � �—`— � 77BP.I3.R39 ; +Q�.O� ra C�EVI�Ap ----- 1 —i—� � � _ I � ---� �_� I I � �I � I --" u I I � I I I I I I � I � Pre/nre0 in ne Oftice ol': If1'ORAUL[CS &NG/NEER DIVISION OF HlGHWAYS GRAPHIC SCALGS DESIGN DATA PROJECT LENGTH VAUGHN fN MELTON STATB OF NOATN cnnoL�xn IJ18-F PATTON AVE. ASHEVlLLfi NC, 18806 2o to 0 20 40 ADT 2010 = 400 LENGTH ROADWAY TIP PROJECT 178P.13.R.39 = 0.027 ML Foa rne ,voarn carou,va orvrsiox oF nrcMVars ,�< x� ADT 2025 = 600 ]O/E S]'AA'DARD SPF,C/P(CA]]ONS �4` �o PLP,NS LENGTH STRUQURE TIP PROJECT 176P.13.R.39 = 0.004 MI. � REECE SCHULER, PE Pt'� ' T = 6 % TOTAL LENGTH OF TIP PROJECT 17BP.13.R.39 = 0.031 MI. rxo�ecrexcrxEErz s`�."rORE: � 20 t0 0 20 4o V= 35 MPH RIGHT OF W9Y DATE: " '� ROADIVAY DESfGN PROFILE (HORIZONTAL) ��ST = 3 DUAL = 3 DENNIS BOUTON, PE ENG7NEER r F �� PAOJ£Cl OES/GN ENG/NSER 4 2 0 4 8 LET77NG DATE: xcaor coxracn FUNC CLASS = LOCAL JULV 15, 2074 ppUL SPROUSE, PE PROfIIE (VERTICAL) SU�REGIONAL TIER PROJECl' £NG(NSfiR -ROADNAY �SSIGN Pt� s+cNnrune: �----- ------------ ---- ------ _---- - -------------_ _ ----------- - - � � gI P0.01EC1 REFERENCE NO. SHEFI NO. i � 1@ 20'-1" X 6'-6" ALUMINUM BOX CULVERT W/ALUMINUM OBP:3.R.�39NO 2 � HEADWALLS AND SURFACE WATER IMPACTS �SEp� +°�SwatleAVO�u� "°"°`"""°`�"" "'°""°°" � Te1:999� 89-99605 EH�irv[Ex ErvcirvEEre I I �II I �, __, ,_ ___ _ I .�� \ I-� z �II � E N G I N E E R I N G 6 �icense. C-219%91 GONSTRIICTION � I U � � I I � � 1 � � i ISF D m � � i �i � I ;� �� IMPERVIOUS DIKE NC GRID � O i I �, ` _ _, __ _ _ _.. __ _ NAD 83/NSRS 2007 � 3 � � Q ____________ / i I� QWO �i EST. 27 TONS I � EST. 22 TONS ` i NORMAN & CLETUS AYERS i— __�II �� ' CL I RIP RAP I I ,O � CL I RIP RAP �� O � � Y c� � ` i- ` O � � m i ' � I I I DECK N FLOODPI_AIN �\ A r.,, i� � �--------- ~ BENCH � < ti' i �� BEGIN CULVERT P�E � o ' i �� ' I I-L- STA Il+gg,60 W W CULVERT �� i END PROJECT 17BP.13aR.39 i �_ --� Q p i � \ � -L- STA 13�00.00 i I °' � -L- STA 12i 10.00 E��__� ; - L - - - - F F � , - ---� ---- �_ - � — --�—I— -- I�— --� � X-- —X F — — — F — — — — `� � PROGRESS ENERGY —�_ i x I I—� I -- END CULVERT � � Po�vER Po�E � � i 12" HDPE F _ —_ — �� \ — �2" CMP i --- --____— �_ — — -L- STA 12+20.40 0 . __-- i � . — - in � ° \ F ��EXCAVATION ___ ----- \�-----___� o mr _ — —_ ' � —_------- SR 2407 �� I — --------- —L BRANCH R SSY i EXCAVATION _ _ __ EXTRQ i---------- __-_ � — _— — — I _ a_— --- �. � � -- ------ �—w �— w— �� i – --- — � % � \ v _. BM_1 / / I / ` i �----- – MH„2 RR SPIKE IN 16" WALNUT / i �--w-- w F —� 28.4' RIGHT -L- STA. 12+28.52/ / i ---� F ELEV. 2228.98' I ! - I � BEGIN PROJECT 17BP.13.R.39 _ � I I i -L- STA 11+35.00 N �_ �F ____— i � - - � ' '� E� � - x i —� �� AT&T TEL HO � a� Q � i / PROPOSED ALUMINUM P� � � � �/ I I � � � / BOX CULVERT F�_ I z �ROCkESS F.NF � II I TON CL I PDE r_ I x� PowE� Po�E i (z��l° X (�(°) -- AT&T TELFPFI( i RIP RAP ^ FLOODPLAIN � � i 4 SY FF (TYP ) � I a � i i i i �i — i i i i , i x i : i � � ; i � i • EST. Z4 TONS BENCH MOBILE HOME PROGRESS ENFRGY � I (ROADWAY ITEM) 1 I I PoWErt POLE Wi I I I — CL I RIP RAP V� I L� AT&T TELEPHONE %�� I l 0 DK � pK J r � II I� I IMPERVIOUS DIKE I _ OIL NOTE: �—I TaNK L�J l�i�lf��oj(a TOE OF RIP RAP EMBANKAAENT BELOW I Z EST. 22 TONS 1�I JL1� �� NORMAL WATER SURFACE ELEVATION SHALL �� I CL I RIP RAP DIVISION OF HIGHWAYS CONSIST OF NATIVE MATERIAL, TO BE TAKEN FROM EXISTING CHANNEL AT A �� BUNCOMBE COUNTY CLOSE PROXIMITY TO EMBANKMENT AREA. m O '� PROJECI':17BP.13.R.39 (SF100686) O m ;c�j VENTNOR AVE LLC , � � � REPLACE BRG.686 i ! FROM STA. 11+86 TO STA. 12+19 LEFT RICHARD E. & sHEi�n B. MORRIS � � p� � PRO RFSS ENERGY ON SR ��O% � •• FROM STA. 12+01 TO STA.12+37 RIGHT � Po Ea �oi_E wi ,n , ,�„,�,'y �/�i:!i/r� I nr r rE�EPHONe ,r 20' 0' 20' OVER GRASSY CREEK DENOTES IMPACTS IN DENOTES TEMPORARY ti ; ; SURFACE WATER IMPACTS IN SURFACE WATER � �= SHEET 2 OF 5 i i ---- _ �--- _ __ _ _ _-- - - - _-------- ------------- � � {I PROIECi REffRfNCE NO. $HFfi NO. ' � 1@ 20'-1" X 6'—b" ALUMINUM BOX CULVERT W/ALUMINUM neP�3R.39 3 i � HEADWALL$ AND $URFACE WATER IMPACT$ � SEPI 'ozswaaome��e a`" �""�"° I Te1919-089-gg605 aonownv o[slcH Nvov.up<5 ENGINEFR fNGINfER � � �__, . -�� ENGINEERINGd F� 9f 3]89A591 I " —. —� ....... � License: G21 W I � � _\ O � U �' GONSTRUCiION I I I I � N I � N �� I� 1 � � I ISF D m I ' �� ; I ' I ;�' �� IMPERVIOUS DIKE Nc cRio � 3 � i i �; NAD 83/NSRS 2007 � i i i I Q `- -----------__--- � IJORMAN & CLET�US AYER � i �i Qwo i EST, 7 TONS I Ic�l i ___ �'i ��w i CL RIP RAP � EST. 22 TONS ` ' i_ ' �aQ �.-- -- O. '� CL IRIP RAP �� p I , � � � � --� — I ••� N , O i � i � I DEC _ I � N I `" FLOODPLAIN `\ � � N i � i � � I �-- --- BENCH � < '�' ° i �� ; BEGIN ULVERT � - � P�E �� o � ° i �� I I-L- A 11+99.60 w � W E � � � ! i �— --� � p i � � CULVERT � i i I I I °' � -L- STA 12+10.00 E�;_�, ._ � � — ----- -- � --- — _ .� F � — ----i i _—..— — — , F ` ' � I � -X X X---X- -X - � F - - - F _ __ - - - - - �� PhOGRESS ENERGY -- -�__ � i x I I F_ , END CULVERT � �� P��^rFR Po�� — � i i2° NoPE � � _ � ---- ____— _�_ _- -L- STA 12+2C.40 c ` �`. ---_P i = ---�___ �� — __ . � i �� —�— ° — ° F �� EXCAVATION � ----------- —S-�ZZ ---_— � / \ � � --- — — � ' -- ---- — '� �� ; --- ---- ----- — _L SR gAMC��RASSY � i — � � EXCAVATION EXT, � I ---- - -- ' ------- ---- � — -- � -- -- l. -- � -- — — _ _.. - - -��- � � --- --- / I -- ---- _ \ � 1 _ ------ BM-1 : F \ w�L` � i � �235 �- — — — -- — — kR--SPtKE�tv-fi6"-WAtN4J�230 � � �� i �—w� �-w -- F �� -- 28.4' RIGHT -L- STA. 12+28.52 T� � —�� F � — ELEV. 2228.98' / � I � � _ � i -- /� �BEGIN PROJECT 17BP.13.R.39_ / � I � I I i / -L- STA 11+35,00 _ --- = ' - N F I � - --- --- -- - -�- � - �/ �- _ I � � I i � qT&T TELEPHO - W �{ ' /' Po�E -{ -� � END PROJECT 17BP.13.R.39 I � i / PROPOSED ALUMINUM a �- °- E I I � � N� i BOX CULV RT E PDE � -L- STA 13+00.00 I II xw p'F�E�, �vE i I� (20'I" x 6'6') I TON CL I FL00 tfziN _ � �' E�z Po�E i AT T TELEPHI � RIP RAP � � i LiEN H I a i i i i � i - i i i i � i , i : i 0 i :, i � � w • q SY FF ITYPJ EST. Z4 TONS I MOBILE HOME PROGRESS ENFRGY � I (ROADWAY ITEM) �'OWER POLE W/ CL I RIP RAP � I � nT&t TE�EPr{oNE I X° I IMPtRVIOUS E C �`�K_ oi0 pK J� � II I� I '� C rnNK �J �`�� JL TOETOF RI� P EMBANKMENT BELOW I Z EST. 22 TONS NORMAL WATER SURFACE ELEVATION SHALL �� = I I CL I RIP RAP DIVISION OF HIGHWAYS CONSIST OF NATIVE MATERIAL, TO BE TAKEN FROM EXISTING CHANNEL AT A �� BUNCOMBE COUNTY CLOSE PROXIMITY TO EMBANKMENT AREA. I m O O m � I vENTNOR nvE ��c PROJECT:I7BP.13.R.39 (SF100686) , _�3f� Q I REPLACE BRG.686 i � FROM STA. 11 +86 TO STA. 12 +19 LEFT RICHARD E. & SHEILA B. MORRIS � I �' RO RESS ENERGY ON SR ��O% FROM STA.12+01 TO STA.12+37 RIGHT I h i �-�"". I ' Pr r RrF �EPHOniE �\ — z0' 0' 2p, OVER GRASSY CREEK i � DENOTES IMPACTS IN DENOTES TEMPORARY � � •: �i�L�i%� SURFACE WATER � IMPACTS IN SURFACE WATER I � SHEET 3 OF 4 I Yi I I � PROIER 0.EFERENCF NO. SHELi NO. � RBP.3RJ9 4 � "_________ _._._._— _ ____ " __ ____ __ ___"_— _-- —_ _—"__ __ _ _.___. _ _— _ _ ___ __"__ � _._"_"_— —_"__ —_—_ "__ _"--. --" --- _"_—" — _—."" __— — _— — _— — — ___ _ ROADWAY �ESIGN HYDMULIC$ ENGINEfR ENGINFFR INCOMPLE E PLANS ___ — __ _ _ __ - ._ ____ �_�__.__ _.-- —. -- __ _ _— _ - __ ..— _ _ _____ - _________ _____'___ ___'__ ____—_ ____— ___'_—_—_ -- --_ o0 _ — _'__— _____ _ —__" PRELIMIN RY PLANS Of V9H f4 NNeTRVCI'IDN __.___..... __-__.___.__._-_. .__.____ _. ___._. WLVERT HYORAUUC DATA ___ ___....... ___- __.- ____ _ -_ ____ _______ __-_-. .__._- __...- __ _____ - _ ____ ___ ..__.____.. _.__.___ . _ .___... _ __-___ __ _- - __ __.. ._. __ __..._ _ _._ __ _ _ _ BM l -BL- SIO.12+2852 L�FSG'N QSCHAACf • 5W Li5 orF ze.a°ar GESGV FRE'OV£MY' - P5 rR5 EtEV.2228.98' ��' hW E/EVAiiM' � Y2Y96 Ff .. .__ — _— — _ lG SPIKE IN BASE �E p$CNAfl(''E � BW %KS .._. _ — Of WKNUT .__—"___""_ F p� • r __ "" "__"_""_—_ —__"""_""""""_""""""—"" _""__—"__ '___—_" ""—__""_" —__""""_"""__.._._. BASE hW ElE'VAT�M' • 22J2A7 FI _�_ 0.'ERT(MW/,G pSCNMGE • B00 CFS Slo.l2/2852 OVEHTpPPlAG FREWENO'• KV YRS OFF 28.47RT R'E/+/Q°P+AU' ElEYAfqM • PEJS6 F7 a ______— -- _'__' ________ ______'__ —__'__ __—___ —' __ _ ".__— — _ _ _ —2,2fiD. _.-- _____—. __—_— _____.— .—..—______—__ __ ___" �o _______-________ _____—_ --. ___—__ ---_ _ ..__— __— - -- ____..__—__ —....______- _- - �N O� �N -.. 1,2 — --- -_ __ __._— ____ __._.._ ___._.__--_-. _-_._ __._._. _..__.__ _ _. ________.___ _ __ _____ _._ ___.__.._ __-__ ._-- __ .�� -___ ___- _ _____- - - -_- _______ .__-__ E ISTING GROU D LE T °� EXIS ING G OUND LEFT PRO OSED GRADE -- _�.2en ---- -Rl =- •#45: -- -- --- -- - ---- - ---- ---- ----- ---- ----- -- -- - -- --- -- - ---- --- -- --- ------ - -- --- - -- -- - ----- ----- ----- EL 2.23 .73' EL = 2,232. 6' E GRA E BEG N GRA E VC 52' VC = 66' -L STA. 3+00.0 � ------ - --- --- -- - - - .2as - ' -- =L- �FA�I 5:B(3 — ,./�- -l9-- --- -- -K=-�3 - - ---- - --EL-2. 72-- ----f -- �------- -- � � , , � � EL 2,23 .63' i �� - i - -- - --------- ----- -- -- ------ --------2.2aQ ----- - -- `�c� ----- -._...__- -........---- --.._......- ......_- --._..........---- ------- --- - --- ----- f-- �--- -�'�./...._-- -- --- ------ -..... ----- _. _.. .... _; � i �` �i -- . - r i ------ ----- ----- ---- -- ----�-- ----- ----. 2•23 - - - - -- - -- -- -- - -- -- --- -- ---- --- ------- -- -- --- ---- .. _-i __ _ ._ __ _.. . - --- - - - - - -- _ --- -7-I6. 220% J0.622 % - - - - ' r�'� � " '^ ' EXIS ING G OUND RIGHT �5j �� - --- , - - - -4.30 D� ,' --- --- ----- ---- --- -- ------ ��3Q --- ------ ------ -=`-- " -�-- -- -- - ---EXl T NG_ _R4�lN _.f31� --- — , � - - - --- - -- --- --- --- � , ___----_ EXI TING RIDGE ` t EXI TING ROUN --------- — ---2•�5 -- ' _ NWS ELEV. -- -- --- ---- - ---- -- -- -- -- -- --- -- - - - -- - ----- --- -22 7 T=1 = 7 - - -- ------- ----- -------- ---- ------ ----- ------- -- --- ------ ---- ---- -��- ------- --- ---------- ------- ------ -- --- -------- -- ------ ---- ---- --------- - - - - --- ---- -- ----- ----------- ------- ------ ---__. � _. -- -- PROP SED WMIN M BOX ULVE T .____.__ _.__.________.__._._.__ _______ ___ —.. _____— __2.215_ _ _—_ ____ —_- __—.. _—'_____. ___-- .--- ___'__—_ ______ —'— ____'_' -_. , . _.__— ____'_'_ _____'_ —___'__' _— ____' __—_ _ ___'____ _____ __—__ _--_ —"__'__ _______'._ ______' ___— _- -- __— ____ '_'__ "___—__ — _____ _-- —__._--_____ 1 1 1 1 1 1 _ _— —. — — --- _—.___. —... ..__— _—__ ________. _.-- __--__ _—____ ________. ._— ______- —_____._.._.._._ ._—_—_ _— —___.__ ___.—_.._ ___.._ _ __—_ __— -_ —_____ ______ —.___ w _ i • _""' _"_ —_ __—_ —_ -- - — — _ _ _ _ - _ -- _" — -- —__" —"_ —_"—""" -- __"___ " ---_" ____ — - — ______ "___"—_ _ —"__- _ _—__"— —_"_" —"___ " "—"_ ___— _ _ _" — = NOTE: «� CULVERT SLOPE = 1.3 % �M . . .__ ____ ______ __ _ _ _ _ _ _ _ _ __ _ _ _._.___ _ ._ _ ___ _ _ _ _ _ _ _ _ . _ _____ _____ _______ ____ _ _ _ _ _ _ _ . yM1� i M W >O 1/IP M�+ MM •M •P i-------- ......... ..___.. ........ .....__ ...._.__--------------------�� -------------------------------------------- i � P0.01EC1 RfFERfNCE NO SHfEi N i � T1 @ i20'-1" X b'-b" LUMI�lUM BOX CULVERT �/ALUNcI UM `� '+ � �i � i —7------____ ��eP.is.R.se s� ��t ,� � �K ---- r S E P I �=�EE, �o � � �HEAUWALLS i�ND �SU�RFAC�WATER IMPACTS -� I� 1 I '--� _J__ �� ,ozswado��e��e �—� I I Aoaowav oescN nvououcs I ��X � i 1—' ___ �K I Raieigh. NC 2]605 EH��HEEa EnciHEEx � � � ), � I I 1 — — -_ __ — — — — "_ _' �—. .1_ Tel'91948999]] I � � L_ ��'\ � E N G I N E E R I N G 8 Fas91&]89-9591 I I � � CONSiRUCTION License-G219] � I 1 � � \ � I UI 1 � I I M M Z I I I � I . N QI � ; � � isF o "' I �`� m�' � ' 3 I � � EST. z7 T NS � � � NC GRID � , � I I �q�- � BYPASS � I � CL IRIP AP � NAD 83/NSRS 2007 � i i a ---PkiMP--- -------____ � NORMAN & C�ETUS AYER � �__ i i W� i � ----� i � __l� �¢° '� IMPERVI US I I " EST.22 TONS ` ' � , i i ��Q i DIK � � CL I RIP RAP �.\ � � i — Y�� —_.. .. _. . I ,� , N � � i � i � I DEC I � N N `� z� � N I � / I c� N I L__-- ---- \ G � D i .�� i p _ PDE `�^ ; ° � ' " I ��' E � ° ' � ii ' ( w � W , � �-- --� I E p � i \ � ' i a "' F � � � I _ � - - - - �-�--- �----- --� ---- � -- —�--�- — I � � x X--X —X - ' ' � F — — — F — _ — i-- —f I � � PROGRESS ENERG! --- —�_� _ i — X— I J � �� P0�9FR POLE i I `� i I i2" HUPE � . _ ! - ` _ _ � -- ---- - _ -T-=-- c �� . -_P _�__------- i � ° �\ �� EXCAVATION a EXCA ATION ` c�€,ZZ -�--- Fi' _� - ------- ---------� o i ---- � -------- - _---------- -, � '1 -[- SR 2407 UPPER � � i � � RAMCH ' SY i � � EXCAVATION _-- - -- •QS `J i _- I ---- -------- �- -� -- �� i-- --- � ---- --- — EXCAVATION '� --__-- F —G � x-_� � �,, BM-1 \�` i - ,j 235 - - �RR-SPIRE fR TS'�WAt�tifi2230 i --w—�/�'` ---� F — � - 28.4' RIGHT -L- STA. 12+28.52 � � P-- '/ - BYPASS warr�E F -ELEV. 2228.98' i ( i � i � LINr =�n - - F � I i____ / _ —_.--._ � — _— AT POLEPHO � . �� ' � �F y E/ ��X _� I ` � ,� � i � IT N CL I '� �- ' � E/ I II lu N� i RI RAP E - I z p'F,4ss EraF � 4 Y FF (TYP.) P�E I'�� i' EF2 Po�E � II --- __._—. nT T TE�EPF�� i (RO DWAY ITEM) IMPE[tVIOU$ � � I I �i I Q I i i i i - i i i i � s i S i � � z I w I • bIKE � 1 L MOBILE HOME �POWERSPOLEE��Y � _ � AT&T TELEPHONE I x� I � EST. 2 a TONS � � ST.22 TONS �K � ---�1- � II I� � I NOTE �� CL i RiP RAP C C I RIP RAP i� oiL DK raNK L_ J AV �� JL TOE OF RIP RAP EMBANKMENT BELOW ZI �I NORMAL WATER SURFACE ELEVATION SHALL ,� = DIVISION OF HIGHWAYS CONSIST OF NATIVE MATERIAL, TO BE BUNCOMBE COUNTY TAKEN FROM EXISTING CHANNEL AT A �!Q CLOSE PROXIMITY TO EMBANKMENT AREA. I m �T UTLETD QO PROJECT:I7BP.IS.R.39 (SF100686) O � ;c�j I � VENTNOR ,VE LLC , Q REPLACE BRG.686 FROM STA. 11 +86 TO STA. 12 +19 LEFT RICHARD E. s sHEi�a e. MoRRis � � ' "" FROM STA. 12+01 TO STA.12+37 RIGHT I�� ao RESS ENERCr\ ON SR 2�07 i "" —, PC ER POLF W/ N , � I r r rE�EPr+oNE `" r— 20' 0' zp, OVER GRASSY CREEK i >• �e ',��j DENOTES IMPACTS IN C�, DENOTES TEMPORARY � SHEET 5 OF 5 ' :: �i7i�!��ri/I SURFACE WATER ��i��i�/�d IMPACTS IN SURFACE WATER I �L-- I .�M I Yi I I