Loading...
HomeMy WebLinkAbout20170364 Ver 1_Bridge 145 Yancey plan sheets_20170329 (2)c m a N � w a 0 r x � v i w � c 3 0 0 0 + c m e � — w W � � � U � � O U s� se� 1343 � 1414 1340 � . Hunling . � Dale Rd McKinney � . ' Branch Rd � PROJECT 1345 SITE �348 1354 �%f� � 6P�ry � a� cP LC o` � ��� 1448 � VICIIVITY MAP 197 �°l["'A� �[`]� �1�" �T�lEB�["1�[ �AIE��lL,�1�T� l�l[�����1� �li' �[�C�u]�[�.Al�� YAI�CEY COU11tTY s n wovcr mvvn �m "'• 17BP.13.R.80 LOCATIOI�L BRIDGE 1V0.145 OVER MCKIIVIVEY BRAI�ICH ON SR 1340 (MCKINNEY BRAIVCH RD) TYPE OF WORK: GRADING, DRA7IVAGE, PAVIIYG, A1VD STRUCTURE ������ � � ������� ������� I ��.� .. .. � � � BRPNGH 134� M�KMNEY �`% �� BEE eft RO � 50. ��, ad�' NOTE: 1. THIS PROJECT I$ NOT WITHIN ANY MUNICIPAL 80UNDARIES. 2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRAPHlC SCALES 50 7�5 4 50 100 ������ � � PLANS so zs p so tqo PROFILE (HORIZONTAL) —U ST.9 11+50.00 BEGIN BRIDGE REP PROJECT /7BP.73.R.80 END BRIDGE REPIJ PROJECT 77BP.13.R.80 DESIGN DATA PROJECT LENGTH Prepared fn Me Offlce d: ADT 2010 = 140 KCI ASSOCIATES OF NC LENGTH OF ROADWAY PROJECT 17BP.13.R.80 = 0.057 MILES aao� s�� Forkx Rd., Suiee 220, Ra(eigA NC, 2]609 V= 45 MPH zorz srnxunxn srecrr�cnnorvs FUNC CLASS = RURAL LOCAL TOTAL LENGTH OF PROIECT 17BP.13.R.80 = 0.057 MILES RIGHT OF WAY DATE: CHARLES L FLOWE PE PFO)ELi ENGMFER Sub-Regional Tier & Very Low-Volume Local Roads Guidelines. LETTING DATE: MARCH 2O13 BARRY C. SMITH. PE PRO/£Ci llS5/GN £h'CINEEN .- _` OALE qpqp� HYDRAULICS ENGINEL•'R XOADWAY DESIGN ENGlNEER re. PRELIMINARY PLANS p0 NOT V5B PoR W'1RVCIlON �\ NSR�?o o� �1 � NCDOT CONTACT: TROY S. WILSON, PLS D!V!SlON OF H7GNlVAYS STAT& OF NORTH CAROLINA a �o ♦ � e' J •n P.4.RCEL NO. 1 2 �������� ������ NAMES AND AIDDRESS�S NAMES .�DDRES5E3 DOUSLE D� B 548 W 30TH ST ENTERI'RISES INC MIAMI BEACH FL 33140 T�NY @c 1904 H�RTON HILL RD SANDRA BENNETT GREEN M�UNT.�IN NC 28740 �R�FERTY ID N�. 081400802751000 081400819598000 WETLAND AND SURFAC TEMPORARY DETO UR �ETAIL C cur oixrv �.>, �e ��.i �vi�. � i.A Le 0 _ �oe. iROM FA.II+]0 i0 AA 13�00 Ri -�Ft- FROM STA13H010 SiA13��ea 0.i-0H- DETAIL A cm ortcn i�,�e �`�wa d un�W .orr..,� r w..e. i��. rF0.0M SG.11+PSi0 AA.1tN5li-0Ef- iROM Sip.l)�IOiO SiA.13�401i-�Ef- DETAIL e ioe vaoiecnoN ,xe��,.�w , osa. �sa v, a� e�� a ,o.o�r.,,= .:w. E WATER IMPACTS PERMIT �'Ap 8 � SRS 7p�� -o�.- PI SYa 13+3826 P/ SYo 14+26FI �= 47'S7' 20..3' (Rr) 0= 22'23' 203' (LT) D = A5'50'll9' D = 28'38'S24' L = 1P4b2' L = 78J9 T = 55.60' T = 39.58' R=I25.IXY R=200.IXY P0.01FC1 REffRFNCE NO. SHEFL NO. �Po �xci ��n�;.�;�,;��.��;,,�Fro,`.;`:�:'m �DENOTES TEMPORARY IMPACTS IN SURfACE WATER TEMP TEMP NOTES: CHANNEL SW 7) pROPOSED CULVERT WIDTH = 9 FEET IMPACTS IMPACTS EXISTING BRIDGE: OAL = 15.5 FEET 1 29 LF 114 S.F. 2) METHOD TYPE II CLEARING AND GRUBBING W� � h "'_ _'___________________'_____""________ ________'_.....__"_________"_____ I Z O � m� D S B�KS57ABUZATlON P�FME� (NTSJ STAB'!/ � EX.pIhVNELCEN7F%/NE � ��� � � P/M°OSED Flf1 — �.R9WN0 /SY7C �� S�NAX IATRW DETA/L D: INCET CH?NNEL PROFICE LWKING UPSTREAM �EX.WM'NEL CFMF%/NE PN091SE0 F/LL MTX — ZATAa'., — � �—EX.f19WN0 F yq� � S 8/MAY /SdMAY STAB1/W.tlV DET'FlL EOU(LEf CNANNEL PROFILE LOOKING DOWNSTREh1l � DETAIL C <ur oircrv �' i�o�„�a��°. x — �w^ o � m o- � . am..,= vsan rb..e= i n�. �rxom sra n ws ro s.n.izi so ir -i- FROM SiA.I]�50lO SLA.1��00 R�1- DETAIL B � � i PROiF iION E o..' \?�. ,ww � e> i.o ri. F *rwo�w�,= r � ,�, a fROM5LA.1345DiOSiA1]�IJ.6L�{_ � W ETLAN D AN D S U RFAC E WATER IMPACTS PERMIT ' n ' � O oouei.e �o� a �e' ENTEflPRISES, WC. IINI(NOwN DFFO CU� OIlCH �dp LOE VROtfCIION SEE DfiAll CI � SEE OEiAIL B � r Esr io ioHs shor aocK sEE ocun e :� < ��� F . x" / t]0 \' �REMOVE 1 lf: t95�.: . RfINN�PIPE S,J . �pfy IS' .i IS"CMP � is cur oi.cn �'�o . / as,a Qo, sEE oeraic �1 f%.WW / � � /t �JS F.P . . . y )5 LF M fi CHMINEL ; ,� �� IMVROVE FNi � � O Esr ia c ooE ESi 10 i0 5 sHOi ROIX TONY 8 SANUflA BCNNEI'I � s[[ onn�� DAVI� CHM1RIES AflflOW00D a[1nlH PIPE OB 590 PG 696 (� �B 26t FC Y04 � �p � POS �% y ESi 10 iONS V ��\cuss e xirw.r $ITE 1 h .. � \ REiNN VIVf � . � �I (71 (�j�9 I�[il.�l�.�'�l���l�.. . �, ��i t J s)Jh�"�i� Si leH �� �-U4 ft lo FRG,i :� i _. � tY u< t' S�;5liSE0:i i , � 'AMV4N tkn = �Yil . NI 6} v:. 2-k^.' S`A C'�erv G? _C1;RJIR41I5 i' � >•INItG 84C93'-.16"s t FAS _NG: _= 8�6_,�8511r..� ( 1 3T f PziB »=€t � ,. Af 47 i i E FdCiCi iyE C4 �IS Fh'UFE bIU41J � 99� o ^ ' d I � L y3 910 bEdPi 'a' � o n in NJni a �ap ii? f,f I Pt[ tF9it e� x AL 7" ' iIGN ' �S H.1 f ,,. ) . � ..0 ` ,. I.,. Nqo 8� SRS 7p�) ILLLLLLI� DENO7ES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER STREAM SW NOTES: IMPA T IMPACTS �) PROPOSED CUWERT WIDTH = 12 FEET EXISTING BRIDGE: OAL = 15.5 FEET ITE 1 �i' LF '99T"S�' /pZ �p 2) METHOD NPE II CLEARING AND GRUBBING Cc��� �-r'+ b�.v�.k 5{c..�a��:'Zc,.�:u`^ SHfEi NO. ENGINEER � rm �� ro� roNn.��,o� SKEWED LOW FLOW CHANNEL AND SILLS Hores: ia-0'_ 1� BF� MAIFAUI BFMEEN SILLS9�FiLES IN PIE CUIVFRT SMI1L iAONDE A<OM NVOUS lOW N�OW HM'4El TIE M4IEPLLL SHXLLBF SIONE WIIH A GPAOAIION Slif 6'-0' 6'-0' 5'MOIIFR 10 IX�i Of �IASNeH0.1P MV ES U0.4FR iXNi l ES SIWL N�t BE iUfED WIMIN 1NF t W iIOW RPY0.0VPl BY�lHL4FNGWFfRe1[Ci 10 3�SIll50AfiLF5MEA0 B�E p y1.WI�E.UiI SFY.IMIFLY M10 B �OWFLS. HIGH SILL 3�l�OP Of lOW iLOW 3RlS9NFtF5 SHOIRO fLOW�GHµNFIOF� RfIGM'I(INALWEGIW ��unnsinieio .Nnriaiuee usco ro suvnerneH� x.o pr. �o fr si oo xor sn eievuion ov nmx nweunes PBOV[ BANY FUIL. 61N�MfR OF SIL19NflF5 OfIEWINEO 9Y 1MF SI��S ^� E �HEEa. w�Er auo ouner � /Jra9t�^y—�^rt���-69� _,,,, JB AW� VIEW — O C iOB � G D�TNL•U/S CHAI✓NEL lMPftOVEMEhT & DiS BANK STABUZATION PROFI(E (M"S) �i u2 � ElLpIAVNELCEN(EM/NE � ��� _ � PRQ�EO F/LL � �.BNOUND RWC � l5/NAM ZATMY DETA/L D: INLET CHANNEL PROFI(E [AOKING UPSTREAM rEY.pIM'NEL 4ENfF1M/NE I vm�o flu Fnoe _ za,ew — --ZEr.anWxo na�r PJNAC /5m'NAX IATpv DETFJL E:OI?LET CHANNEL PR�OFILE LAOKING DOl9NSTREAV DETAIL C cu. ortcH i�e,�,:ti�oi� 91�1/ t �ro. om�..,= v '. ' . iRO.W SLAlINS i0 SiA.@+SOIi-6 FROM SiA.I]150I0 SlA.1d100 Ri-L- DETAIL B t vaorecrioH ��?\ „o a �.'y� v, a� �C.�� �^ a a �o.� ...o,��..,e .�.� fROM SiA.lI150 i0 $ih.l]il]b LL-4 � WETLAND AND SURFACE WATER IMPACTS PERMIT i i Y2 i O W m oouei.r: �o� a �e� �� ENiEFPflISES, INC. so' IJ�RNOMN OEfO �o N� DIiCH TOF PROiECPON SEF OEiAL C1 ��� �' � SfE �FiAIL B d0' F E I 55 ' �� F R5 � a � / �� RfINN PIPE � � �-� T I�, j:,,. —�h Ew / as �f w er <nnnHe� ��'� IMVROVf ENI tsr m c ooe �� esr zo ro s sno. xocn 5[E o[i�iL OnVI� CNMLES ARflOW0011 aE�^�� P�PE OB R6l PG i09 / X POS i� � \f5i10 iONS ClASS 9 RIPMP \ REfNN fIPE I,.'ti;)1'.� I,i_:�,I.Ii���I.`�ii �i:A . �).M1k2�I>ItVCtxtit[ 'IJYFOI�r��; ,. � •a; v wE caor<m.mre r.?�i,n r ) '"3 P pY 1f' °9991A> G�->' �:.� IS c 20�i o"dIE fLdM1C Gp! i'� . ':9� tt E�tpe="s.1c�Si1N] EASilN6: 1 8> _.. �. . �ES?Tf:�i: 23Ab.551Pi1 ', ,. 4 � I A OR USFD [M i �+(S PI NCti Lr , 0.993BSS ' r � � �1 i3 i-0 9EFRIn tJl� i I UCAI ItR N �:: ! x JUI( plsiAtNE fNM 590H� 4 c i�un r 5 S h 1-. ft ., , , � r,,,. '� h r ROCK F ��\\� � \ �� F �F 1 '•..•RFlAOVE 1 LF+]S .. i95 ... IS <MP � � 15 Nt DRCH ��O - 35' 8 �p� SFF DEiNL C \EF WW . . "� � . .. �\ .� IONY & SAN�flOA B[NNET( DB 590 CG 696 ��T� � \ �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER STREAM SW NOTES: IMPACTS IMPACTS �) PROPOSED CULVERT WIDTH = 12 FEET TE � 9%-��" 3@�—�F EXISTING BRIDGE:OAL = 15.5 FEET /Dy LF 2) METHOD NPE II CLEARING AND GRUBBING Gc..�v �.rE— b u.o.t� s{-c�;�: 24�: o•� Nqo 8� SRs ?DO) . PROIE<i RffERENCE NO. � �� ��_„oi�'�;�a�n;�".; � SKEWED LOW FLOW CHANNEL AND SILLS NOIfS'. �IBEO �M1fG/l 6FTVEFN SRlS9IFf1FS IN ME �I� � NLVfN1 S�XULELRONOE P CONIINVOUS LOW iI�OW F MAIEPUL SHAIL BE NGl SIONE WIIH GPlDAIION SIZE SIW1A0. tO MA! OF CVSS B PIP MI SiONFS IARUR LHM' l] INCH[5 SHNL HOi BN PUCpD�WIFRIUS SUB1KilO�W M]0.0VA10Y IME ENGINEE0.. �IEIPPS�LYEM'OE 1�1PCMEDD�BY.WpIWE,`U51 ]IS10V Of lOW {lOW SILLSBNiLES SHOWLO ROW�CHPHJEI OF 5�[W.1.�fINMWFGI �I�USS B P11W AUY BE USE� 10 SUVVIE.uFNI NFNMI BEO M1iE0.1N. SABWE �MNR NLLVpT�ON Of MIGH SII�AfftES 61N�MEN pi S11�9RFilES OREMIINfD BY IXF INIFf AN� OUiLEi e weex m[[r No < /Jra>—r�^—r���—°7--69� —,,,, OB PIAN VIEW _ O t iOB � � _ -' o 0 0 � � � H 2,380 __ _ _ __., _ _ �_ .�, �_, _ . � I _� ..��.. .- � �BL STA.RY1553 56S38I9�LTE OF 21" POPLAR� ' i i' :.. .. . . . � _ �. � � . o I .: i . . . _. . . .II I; � . ' : : .. ': � . �EL 2363.96 __.-_-- _" _�_e. _ _ � �.s._— _ ..... . � N I .� . .. � ..._._w�. _..,� ' . � � . � . . � �_. _ ... N_. . _ a .� �, .�� � ... �. , � i ;I.. . t . r o il .... . 2,380 ..:' , . . �,�, . _ N ni _ ' N , ��.....i. . . � . J V w > (O � W N ..._�.. _., .. • _ 2,370 m w a i� � 2,370 i � P1= l2�100.00 . � � � �. . � .. EL - 235.336' o w � � VC = l00' pl= /3iA91b w w ' I ' 2,360 �` K Q 54 EC ` 2350. 2,360 �� V= 35 VC - lOD' Pl= l4�/OOAO - r �� . K - 32 fL - 2.3qq3 �. . � �h.Aq�77 �. V'= 35 �C_ � ._�_. . r _..i �'1 � 2,350 � � �= � � � - � 2,350 � . � � � � � I i L _ j . � 1 1 �.r..._ _. , '� � _t_ i' _t, � ' a i �� I 1 - � � ' ' I � � 2,340 _ T �i �` 2,340 � t � � -{- - -+- - - �� � � �- t � ' � � � ' � �� � ' ' 2,330 �. � 2,330 1_ � � � --� 1 � T-� _-� __r. � . _�--�,._ { , _� i '- a � � 2,320 ! � _ � i . : ( 2,320 __�- � . { il � , . i � .. _. r - -- � ; ... ... . .,... , '. � . '... � . FOR -L ALIGNMENI' SEE SHEE7' 9 ..� � ... � , �. _ v � : I '--- -------- ---- - � . � -�� 3 . �. , . ; : ,.. _-- ! _-__ — ��—_ — ___.---�,310_` -_ _ ..___ —�� 10 11 12 13 14 -- 15 16 - --� _ --; —_- --_ _— --- - -- r—. _..__—, � � � �� � �. y -D�T- � � _ `� � � �. < ; , �--- � , a � , � , i d � a_.._. _ � ,:_ i _ �,1, � ---- ,-i . ON ' F .' I � '; .� . - � z;sao � �' i m y _ �< 1 �I "' � _�-' �. 2,380 � �n . � .���-. � a a "�-�-�.�.` . -�" 7` 'p�- . � � I . � ��_ m�� _ � .. . ..... ._..�. �, ___._� . . .. � m . :I . . . :. . -°�`- . . � � � . . _ I.. _ _ �_ __ , 2� i:. �, Q N I_. '7 � .. I I� . 1 � I 2,370 i, w� PI= l2MOm � e n 2,370 � 1 �_ �- I i �,�-•' --f- i- . � mw ec- zsso.�r � "> 1� � '�f � � � I , vc_ay �� �: �.1_ � , � �-_a 4 ��,. K ' � Po �_ 19d05A0 w w . � . � ... i I ' � . . � 2,360 _'�� yg - ��� ' 2,360 ,__ � ._ �,� - � —t—. - � � K � B2 . ' il �` +!_ � �-� � { i ' 2.350 � I � ij 2,350 ��- I� I I � � 1 �� � II � i € �,. '��:� � �_ . : :�. 4 i � : ' .. , . o�, r� � ,... � (J3 . . I- . I II �; I .. i I i , Z,sao i � =_-I '} � �v'� ' ���ssi ��„�` =--- rt-i- j = � —�— �- � � _.� � � � I , . � �� � ' � 1 � � � � i � i. � � � ' � � � , I � ' 2,330 �; _ � . , . 2,330 _ � � - ' � } � _ (. . �' � r� I t � � I� ��i ; � i _ ' � ` i ' i , i , � � 2,320 ' ! I ' �. . 2.320 - - � - ! i . � I -�. �.� i .' FOR i-0ET- AUGNMEI✓T,SEE SHEET 2-A � � t . , � ; � . ; � ; _ ., ----- - _ _� , , _ �— - -- `--- '--' c_—; , ,3, n ;---- 10 11 12 13 14 15 I � � PROIER REFERFNCE NO. PLANS �;� KC T t,'k $ li � ( _ � � �� � _ � ��T 4 _