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Home My WebLink About20170346 Ver 1_Bridge 990222 Yancey Plans_20170323See Sheet 1-A For Index of Sheets See Sheet 9-B for Conventlonal Symbols 1354 1349 Bailey Branch Rd 1355 �� \ p 197 I � r� � PROJECT�� SITE 1361 1358 197 1367 �-a 1364 � `� � ��-' 1368 m� � 6umsville Clry Llmits BURNSVILLE ( 19E � �� 19E ieumsviiie C.Ty �"�'s VICI11tITY MAP T: 1. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. 2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS E � ll �� 1l" ��' �l�Ld�� V�� ]I��.y �]F 1�II :I��I[I �%� 1 � YAI�CEY .CO U1�TY LOCATI0111: BRIDGE NO. 222 OVER BAILEY BRANCH 0111 SR 1355 (BAILEY BRANCH RD) TYPE OF WORK GRAD711tG. DRAINAGE. PAVI11tG. AND STRUCTURE � " I � I'� I �: . �� .� I ��- ►`" I�:"I�I . .�� \ II> I �I I".�� "I�� —L— STfI 14+25.00 BEGIN BRIDGE REPLACEMENT PROJECT 17BP.13.R.89 \ NRD2 0� � NCDOT CONTACT: TROY S. WILSON, PLS PRELIMINARY PLANS UO NOT USE POR CONSTRUCTtON I" 1'� (�) I" I: I'� ' I� l'� (�) \�\� \ I: i'� � .,, �� r r .� � ][�ARCE]L N�. N1�lAIIES 1 �url � �Tancy �iEEman 2 Nell � Madlyn �ailey t�I9I9RESSES 700 �ailey Branch Rd. I�urnseille, NC 2871� H9I9T �ai�ey �ranch Rd. �urnaville, NC 2871� ID1a�IDEIdT� II) N�. 081200512899000 081200�2112�i000 O DETAIL A TOE PROTECTION �No��o S�ole� � ti> �� ao��o F� =�oPE ca d cmrExn�E d= OS Ft. Type of Liner- ClASS A Ri{>Rop FR()M iTA. l0+if1 T() iTA. 12+2f1 I.T -I- DETAIL B DETAIL C NT DITCH CUT DITCH � Nai m s�aial f Nm m s�m,� Fronl `� o� D'i1cM N � o� pifch Graun �:l � p F\o��e� Slapc G�ou��l Z) p AF\a��e� Slope d d ceo�e,��le Min. D= 0.9 Ft. Gea�exr�le Min. �= 1.0 F. Type oFLiner= SHOT ROCK Max. d= 1.0 Ft. 7ype of Liner= CLA55 2 Ri�aRap Mox. d= 0.5 Ft. fROM STA. 73+00 TO STA. 14+00 RT -L- FROM STA. 12+22.8 TO STA. 13+00 RT -L- DETAIL• U/S & D/S CHANNEL IMPROVEMENT PROFILE (NTSI F[AVy,CH�,'V� fX.CNANNEL CEM'ERUNf PROPiO,SED W/NG WALL �� PAOPoSED FILL -�� EXGViffAON EX7'EM'S EX.GRWND� EX.6R01/ND �/��K BANK STAB/UZAT/OIV /Sr1� S7ABL/ZATI�V l5d MAX r�h� [,psg // IPRAP D �R��NLET CHANNEL PROFILE LOOKIN� FLARG°L�N �F�VCC�I EX.CHANNEL CEA?ERL/NE EXCAVAT�I EATEA?S ��NE� ��,N-� 1 l rP�SE� F�CL PAC/P0.SE0 W/NG WALL � � � �GRA/�l IS �&WK STAB[/ZAT�I �isd Mnx PROFILE [AOKING O O...�. a / . ,� i.., �_E`• 1 �URL & NANCY PITTMAN � 25 LF INLET MAINTAIN INLET CHANNELIMPROVEMENT CNANNELFOR . EST ODE = 10 CY SPRING NOUSE EST 20 TONS SHOT ROCK SEE DETAIL E '� FLOODPLAIN BEN gL-3 ROCK CRO55 Q �� SEE DETAIL D I ' C O, � ' RM xl \ F F BL-I u:n��.� �v�.,�u,�� ,� LOCALIZED CDORDINATE SYSTEM DEVELOPED FOR THIS PRC :S BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCGS FOR MONUMENT °990222 BL-2" �IITH NAD B3/NSRS 2007 STATE PLANE GRID COORDINATES ' �IORTHING: 821809.3060fftl EASTING: 1014859.5980i ELEVATION: 2543.39'(ft) THE AVERAGE COA8INED GRID FACTOR USED ON THIS PR0.1E (GROUND TO GR[Dl IS: 0.999832267 THE N.C. LAA�ERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "990222 BL-3' TO �- STATION 10+50.00 IS S 27° 3' 27.1" E 380.57 ft _L LINEAR DIA�NSI�tJS ARE LOCALIZED HORIZONTAL DISTP� VrP,T1f,i`..!.. ^�Tp,�d fKr.p ,5 ��p.,�,n ,oq TOE PROTECTION r SEE DETAIL BL-2 O F IF F � � +00 =F 35' & EX.RhV WD' BPoDGE ROCK CROSS VANE SEE DETAIL D G F F/ /c a ��/� � F �REMOVE 17.5 LF PIPE CUT DITCH SEE DETAIL C �FLOODPL4IN BENCH 20 LF OUTLET CHANNELIMPROVEMENT EST DDE = 10 CY EST 10 TONS SHOT ROCK SEE DETAIL F O h _ ,� ��f�; �DENOTES IMPACTS IN SURFACE WATER Q CUT DITCH SEE DETAII B NOTES: STREAM SW 1) PROPOSED CULVERT: 2-5'x5' REINFORCED IMPACTS IMPACTS CONCRETE BOX CULVERT ITE 1 90 LF 739 S.F. EXISTING BRIDGE: OAL = 16'—b" FEET 2) METHOD TYPE II CLEARING AND GRUBBING STRUCTURE:990222 COUNTY: YANCEY �Vq� SRS 2p0� PROIECT REFERENCE NO. SHEET NO. I78PJ3.R.89 4 RhV SHEET NO. ROADWAY DESIGN HYORAULICS ENGINEER ENGINEER PRELI MINo RYST PLANS � KCI �� ; ��=fio�z� � k� „ ,,,. I'hon�19191]33-9?la . PovfvlYl]8J-vRfi6 O DETAIL A TOE PROTECTION �No��o S�ole� � ti> �� ao��o F� =�oPE ca d cmrExn�E d= OS Ft. Type of Liner- ClASS A Ri{>Rop FR()M iTA. l0+if1 T() iTA. 12+2f1 I.T -I- DETAIL B DETAIL C NT DITCH CUT DITCH � Nai m s�aial f Nm m s�m,� Fronl `� o� D'i1cM N � o� pifch Graun �:l � p F\o��e� Slapc G�ou��l Z) p AF\a��e� Slope d d ceo�e,��le Min. D= 0.9 Ft. Gea�exr�le Min. �= 1.0 F. Type oFLiner= SHOT ROCK Max. d= 1.0 Ft. 7ype of Liner= CLA55 2 Ri�aRap Mox. d= 0.5 Ft. fROM STA. 73+00 TO STA. 14+00 RT -L- FROM STA. 12+22.8 TO STA. 13+00 RT -L- DETAIL• U/S & D/S CHANNEL IMPROVEMENT PROFILE (NTSI F[AVy,CH�,'V� fX.CNANNEL CEM'ERUNf PROPiO,SED W/NG WALL �� PAOPoSED FILL -�� EXGViffAON EX7'EM'S EX.GRWND� EX.6R01/ND �/��K BANK STAB/UZAT/OIV /Sr1� S7ABL/ZATI�V l5d MAX r�h� [,psg // IPRAP D �R��NLET CHANNEL PROFILE LOOKIN� FLARG°L�N �F�VCC�I EX.CHANNEL CEA?ERL/NE EXCAVAT�I EATEA?S ��NE� ��,N-� 1 l rP�SE� F�CL PAC/P0.SE0 W/NG WALL � � � �GRA/�l IS �&WK STAB[/ZAT�I �isd Mnx PROFILE [AOKING O � __�. a / . ,� i_, i_E.`. illli'�_ & N ' u,:.".. ,.. 25 LF INLET MAINTAIN INLET CHANNELIMPROVEMENT CNANNELFOR EST ODE = 10 CY SPRING NOUSE � EST 20 TONS SHOT ROCK SEE DETAIL E '� FLOODPLAIN BEN gL-3 ROCK CRO55 Q �� SEE DETAIL D I ' C O, � ' RM *1 \ TOE PROTECTION r SEE DETAII BL-2 O F F I F F � � F� BL-I u:n��.� �v�.,�u,�� ,� LOCALIZED CDORDINATE SYSTEM DEVELOPED FOR THIS PRC :S BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCGS FOR MONUMENT °990222 BL-2" �IITH NAD B3/NSRS 2007 STATE PLANE GRID COORDINATES ' �IORTHING: 821809.3060fftl EASTING: 1014859.5980i ELEVATION: 2543.39'(ft) THE AVERAGE COA8INED GRID FACTOR USED ON THIS PR0.1E (GROUND TO GR[Dl IS: 0.999832267 THE N.C. LAA�ERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "990222 BL-3' TO �- STATION 10+50.00 IS S 27° 3' 27.1" E 380.57 ft _L LINEAR DIA�NSI�tJS ARE LOCALIZED HORIZONTAL DISTP� VrP,T1f,i`..!.. ^�Tp,�d fKr.p ,5 ��p.,�,n ,oq +00 35' & EX.RhV F wor BPoDGE ROCK CRO55 VANE SEE DETAIL D I� G �F G � �W �� \1 F CUT DITCH SEE DETAII B v10VE 17.5 LF PIPE CUT DITCH SEE DETAIL C �FLOODPL4IN BENCH 20 LF OUTLET CHANNELIMPROVEMENT E5T DDE = 10 CY EST 10 TONS SHOT ROCK SEE DETAIL F O FJ:'!_ y- hotNC" PI�`�L�/A��i �DENOTES IMPACTS IN SURFACE WATER NOTES: STREAM SW 1) PROPOSED CULVERT: 2-5'x5' REINFORCED IMPACTS IMPACTS CONCRETE BOX CULVERT ITE 1 90 LF 739 S.F. EXISTING BRIDGE: OAL = 16'—b" FEET 2) METHOD TYPE II CLEARING AND GRUBBING STRUCTURE:990222 COUNTY: YANCEY �Vq� SRS 2p0� PROIECT REFERENCE NO. SHEET NO. I78PJ3.R.89 5 RhV SHEET NO. ROADWAY DESIGN HYORAULICS ENGINEER ENGINEER PRELI MINo RYST PLANS � KCI �� ; ��=fio�z� � k� „ ,,,. I'hon�19191]33-9?la . PovfvlYl]8J-vRfi6 � — � � � o O O � + 0 a r N J ln � O W OD G R a u� � � 67 N 2,570 W � 00 W � � � � F s: � Q a � N N N � C �a ro N C N E C O C � ------------- � �II I 2,560 %�� .'�� ___— _ _ 2,550 �� 3.8% � , s �+„ 0 b I��'� _ _ 2,560 �Pl= ll+05.00 � ; EL = 2547.46'i i Pl = 12+40A0 i ; VC = l05' ; i EL = 2,543J0' i ; K= 49 ; I VC = l50' � 2 550 '-�- ==�m� ---' � K = l3 � , � v- =�----' _ � ( J/A727% = J3, y � 2,540 _ -;_ -- -- � 2,530 � - - - -- � W 2,520 � , m ;RIGHT DITCH ; i i �------------------------------' 2,510 10 11 12 � �510 13 14 15 2,540 2,530 2,520 PROIECT REFERENCE NO. SHEET NO. (IBPJ3.R.89 6 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER f_____��___��__�_��_�___`I . IBM #1 - RR SPIKE IN 12" POPLAR TREE � -�:` -L- STA. 12+55.46, 33.45' LT I � r � �� EL = 2543. 87' I � i i� . � �. I :I i z. . L_____________________________________________�I � i i i i , �. _ PRELIMIN RY IDLANS k � �I I,, I 1�, � � � � ' � DO NOT L'9R FO CONSTRUCTION ,� '. I I I ' I� I :.. _' .. I'� I i, I... i i - y- i I.. i I h� . ,i.l, . . . . I,.... I, I, . � . I,. .i.l, I, . , .. ..i_ , . II�� ,. I ; I ; i ;�i � _ I� i I �i� � .� i � ' � i i_i ii� i i i ii i ,;-�� ' �; �� ,� �:KCI , �� ; `T i :; , � a_ ; i-- � i ,.i i. ., � i i- i--I s„ �� _ � ; � ,,�, ��. -� � � � , � I . ; . ,. � . ., �G ; � � �� ,_a b,�„�,��. . _. _ _. _ . � , � � , I -;. I_ � I:,I�. � : ��': '..�� I � `�' i r .... i � i r i i j :...� �:: i- i i- r� r i�ri i�i i i� �I�� ..-�i� i° i i � � i -r � ' �.. � �� ;�; � i�r�:. i,i � i , . . ;. . . . ..�.!, �.!_j I; � �. �. -` ' ,: �� . _. _. �-------------_---___—_� i FOR —L— ALIGNMENT.SEE SHEET 4 i �--------- i CULVERT HYDRAULJC DATA DESIGN DISCHARGE = 330 CFS DESIGN FREQUENCY = 25 YRS DES/GN HW ELEVAT/ON = 2,543.00 FT BASE DISCHARGE = 500 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = 2,54354 fT OVERTOPPING DISCHARGE = 800 CFS OVERTOPPING FREQUENCY= 500 YRS OVERTOPP/NG ELEVAT/ON = 2,545J0 fT i�RM �N��Rw��A� �� A�� A�� .�—��—�--�—��—��—�