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Home My WebLink About20170343 Ver 1_Bridge 990259 Yancey Plans_20170324See Sheet 1-A For Index of See Sheet 9-B for Conventio� I � � �, I eumsvina C�Ty umns � 1 l � BUR(�SVILLE • �- 19E �- 113 7 113 8 113 9 g�,�s��e `�� Bakers - c��Y � Creek Rd 1136 1115 �97 >>» � 1118 PROJECT SITE 1112 VICI11tITY MAP 197 �� 1l" ��' �l�Ld�� V�� ]I��.y �]F 1�II :I��I[I �%� 1 � YAI�CEY .CO U1�TY LOCATI0111: BRIDGE NO. 259 OVER BAKERS CREEK 0111 SR I115 (BAKERS CREEK RD) TYPE OF WORK GRADI11tG, DRAINAGE, PAVIIVG. A111D STRUCTURE � � � J..�O d � � � �� -L- STA Il + 40.00 BEGIIV BRIDGE REPLACEMENT PROJECT 17BP.13.R.90 ,L� ✓ �� s �1 � NOTE: I 1. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. 2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. CREEK SR 13� S��FY -L- STA 14 + 80.00 END BRIDGE REPLACEMENT PROJECT 17BP.13.R.90 RD T o N�Gy� A Y �9 F PRELIMINARY PLANS DO NOT U3E POR CON3TRUCTION _ ` NAD g3i NSRS 2007 NCDOT CONTACT: TROY S. WILSON, PLS IDARCE]L N�. 1 2 3 �� NAMES AN�9 AI9H�I8ESS]ES NAMES Jo�►nny � Nina Hughes Wil�iam �ay � Rebecca Ann �lack �resEon i�llen � �akers G'reek Missionary �apEisE �:hurc�► 5 Shelby Jean �yrd AI)I�R�S9ES 1924 Bdka:s Craek Idd. ��nrneoille, N(.` 2871� 1892 �akers Creek Rd. Burnaoille, N(�' 2871� 1020 �akePs C,`reek �$d. �urnaoille, N(: 2871� 1115 SR S �urnaoille, NC 2871� 18�i3 �akers Creek IBd. ��arnsoille, NG` 2871� �R�I'�RTY IID NO. 071900152006.000 071900151188.000 Oi190m0�098i.000 07190005�i�5�.000 071900252132.000 Z O DETAIL A TOE PROTECTION �No��o S�ole) � 1'� ((E2 NAOURNO �,� SLOPE cx d d= 1.0 ft. �Eoiexri�e Type o( Liner- CLA55 I Ri�Rop FROM STA. 12+00 TO STA. 12+75 LT -L- FROM STA. 14+00 TO STA. 74+50 LT -L- ROCK CROSS VANE DETAIL B a �,��, � 9nan eE x�rnE sraE ax sxor �a�. u+awc ,wo oe�oxc mx A�S �PPROb4�RY LO R. N LFNCIM � � SECTION B-B DETAIL C CUT DITCH �No �o s�oial Nm�roi � ti�°a� °rcn roun / D F\o 5loae d Geote*�ile Min. D 1 0 Ft, Type of �iner ClASS I Rip-Rop Mox. d= 5.0 ft. FROM STA. 13 �-25 TO STA. 14-00 LT -L- O �r_inN� �iryA HC G6 �G CNKNOWN Up I UN�I U�SI:IK 1 f I i Clf�l LOCALIZED COOR�INATE SYSTEM DEVELOPED FOR THIS PRC: z BASED ON THE STATE PLANE CDORDINATES ESTABLISHED i NCGS FOR MONUAENT "990259 BL-1" ?TH NAD B3/NSRS 2007 STATE PLANE GRID COORDINATES G iRTHING: 79532T.8440(ftl EASTING: 1011360.8430( F ELEVATION: 2817.25(ft1 PE AVEAAGE COMBINED GRID FACTOR USED ON THIS PR0.1EC IGROUND TO GRIO) IS: 0.999804787 THE N.C. LAABERT GRID BEARING AND LOCALI2ED HORIZONTAL GROUND DISTANCE FROM °990259 BL-1" TO �- STATION 11+40.00 IS N 36° 42' 31.3" W 45.90 ft LINEAR DIMENSIONS ARE LOCAL[ZEU HORIZONTAL OiSTAN� TOE PROTECTION OSEE DETAIL A 7L WILLIAM JAY & �� i REBECCA ANN BIACK \ DB PG UNKNOWN � 1 � 1 RETAIN � RETAIN� \ ' � � \ RETAIN �� CROSS SEE OEfML B D�TU B� y F � �_ F � � � / F �, F ,�a-� SITE 1 B��LAIN 50' LF IX?LET � BANK STABIUZATION �- EST 20 CY EST 30 TONS SHOT ROCK SEE DETNL E FLOODP[AIN �:.�- � O BENCH � � ``. �E CROSS SEE DETAIL B 80 TONS� HOT ROiCK O I �ETAIL D :=.N I ,. , , ,._.; � CUT DITCH SEE DETAIL C i E _ E F � � �s�� F \t. RETAIN� O BAKER,S CR 551(j;.,+-?Y. BAPTIST CHURCII OB PG 11NKNOWN ��` - �. �'�� _ —�--�i _t- �DENOTES IMPACTS IN SURFACE WATER STREAM SW NOTES: IMPACTS IMPACTS �) PROPOSED CULVERT: 2— 7'X5' REINFORCED CONCRETE ITE 1 155 LF 796 S.F. BOX CULERT EXISTING BRIDGE: OAL = 16 FEET 2) METHOD TYPE II CLEARING AND GRUBBING STRUCTURE: 990121 COUNTY: YANCEY NA�� SR�' PROIECT REFERENCE NO. SHEET NO. I78PJ3.R.90 4 RhV SHEET NO. ROADWAY DESIGN HYORAULICS ENGINEER ENGINEER PRELI MINo RYST PLANS � KCI �� ; ��=fio�z� � �k� „ti,.. I'hin�l 191]33 9 I Povf IYI]8J C DETAIL: U/S CHANNEL IMPROVEMENT & D/S BANK STABLIZATION PROFILE (NTSJ PfL.�ON'PoCHAN� Y -7'VAR BA�K HOCK STABILIZATION — EX.GRIX/ND �� i I SN07' ROCK �",aeiuzanoN _... _.-. _ `CLASS llRlPR.4P DETAIL D: INLET CNANNEL PROFILE LOOKING UPSTREAM FIAODPLNN BENCH a - �� vrw EX.CHANAEL CEMERIlNE PROPoSED Fl[1� PROP0.SED PROPoSED LOW WE(/VNING � FLOW CHANNEL Au 5' -7'VAR EX.6RIX/ND � �, �5a SHOT ROCK °`�fd �S SHOT ROCK ��IGZATION BANK STABLIZATION CLASS ll RIPRAP DETAIL E:OUTLET CHANNEL PROFILE LOOKING DOWNSTREAM Z O DETAIL A TOE PROTECTION �No��o S�ole) � 1'� ((E2 NAOURNO �,� SLOPE cx d d= 1.0 ft. �Eoiexri�e Type o( Liner- CLA55 I Ri�Rop FROM STA. 12+00 TO STA. 12+75 LT -L- FROM STA. 14+00 TO STA. 74+50 LT -L- ROCK CROSS VANE DETAIL B a �,��, � �� . �.,� ,� �� .� A�S �PPROb4�RY LO R. N LFNCIM � � SECTION B—B DETAIL C CUT DITCH �No �o s�oial Nm��oi � ti� °�a� o��rtn roun ./ D F\o 5loae d Geote*�ile Min. D- 1.0 Ft, Type of �iner ClASS I Rip-Rop Mox. d- 5.0 ft. FROM STA. 13 �-25 TO STA. 14-00 LT -L- O JOHNN'� ��!IPiA I,UC �� I'e uNi:�owti� UW i UI� U�S�IK 1 f' i i UiV LOCALIZED COOR�INATE SYSTEM DEVELOPED FOR THIS PRC: z BASED ON THE STATE PLANE CDORDINATES ESTABLISHED i NCGS FOR MONUAENT "990259 BL-1" ?TH NAD B3/NSRS 2007 STATE PLANE GRID COORDINATES G iRTHING: 79532T.8440(ftl EASTING: 1011360.8430( F ELEVATION: 2817.25(ft1 PE AVEAAGE COMBINED GRID FACTOR USED ON THIS PR0.1EC IGROUND TO GRIO) IS: 0.999804787 THE N.C. LAABERT GRID BEARING AND LOCALI2ED HORIZONTAL GROUND DISTANCE FROM °990259 BL-1" TO �- STATION 11+40.00 IS N 36° 42' 31.3" W 45.90 ft LINEAR DIMENSIONS ARE LOCAL[ZEU HORIZONTAL OiSTAN� TOE PROTECTION\ OSEE DETAIL A � '�."�.LLIAM JAY & � .., �.',t.�.._CA ANN BIACK \ �' �DB PG UNKNOWN �� RETAW . RETAIN� � F � / � \ RETAIN �� CROSS SEE OEfML B o�u a\ y F � �_ �`�j � � ' F ,�a^�A B��LAIN 50' LF O(/(LET � BANK STABIUZATION �- EST 20 CY EST 30 TONS SHOT ROCK SEE DETNL E O B��WN ,� i . _.,. . ..� �E CR0.SS SEE DETAIL B �aoNo sHor Ro�cK O3 � PRESIOPJ pL�E.N I GS �9 PG 235 CUT DITCH I SEE DETAIL C E E �os F � � �ss � � � \ F RETAIN� O BAKERS ? , +.i � �i� � B I';S 1 �� oe � � e r �DENOTES IMPACTS IN SURFACE WATER STREAM SW NOTES: IMPACTS IMPACTS �) PROPOSED CULVERT: 2— 7'X5' REINFORCED CONCRETE ITE 1 155 LF 796 S.F. BOX CULERT EXISTING BRIDGE: OAL = 16 FEET 2) METHOD TYPE II CLEARING AND GRUBBING STRUCTURE: 990121 COUNTY: YANCEY NA�� SR�' PROIECT REFERENCE NO. SHEET NO. I78PJ3.R.90 5 RhV SHEET NO. ROADWAY DESIGN HYORAULICS ENGINEER ENGINEER PRELI MINo RYST PLANS � KCI �� ; ��=fio�z� � �k� „ti,.. I'hin�l 191]33 9 I Povf IYI]8J C DETAIL: U/S CHANNEL IMPROVEMENT & D/S BANK STABLIZATION PROFILE (NTSJ PfL.�ON'PoCHAN� Y -7'VAR BA�K HOCK STABILIZATION - EX.GRIX/ND �� i I SgN,�y0y7' ROCK ST�ILJZATION _... _.-. _ `CLASS llRlPR.4P DETAIL D: INLET CNANNEL PROFILE LOOKING UPSTREAM FIAODPLNN BENCH a - �� vrw EX.CHANAEL CEMERIlNE PROPoSED Fl[1� PROP0.SED PROPoSED LOW WE(/VNING � FLOW CHANNEL Au 5' -7'VAR EX.6RIX/ND � �, �5a SHOT ROCK °`�fd �S SHOT ROCK ��IGZATION BANK STABLIZATION CLASS ll RIPRAP DETAIL E:OUTLET CHANNEL PROFILE LOOKING DOWNSTREAM � � x, � , �� _�__ ._. C C C d ' C r u I � � I ° 2,830 � � � r c u 2,820 N � � I �� 2,810 i _ ` i I 2,800 I � 2,790 I I i 10 � � � � F s: � Q a � � � N � C �a ro N C N E C O C J �Pl = 12+05.00��, � ; EL = 2,8/OJ7' ;', ; ; VC = l30' ;I. ' ; K = 42 ;; ;V = 30mph ;j �r` a a ;',rPl = 13+20.00 '', y i'i EL = 2,805.87' i r � J N �', VC = l00' � � Pl = 14t30.00 ; � � �� K=� � � EL = 2,79773'� w � ,; V_= 30mph---� ; K_ 4� '� N '39/% i V= 30mph i o W ---------------• � �9 ww : 2. y 11 12 C J �-Cs.1 . � � . . .. . .. � ��` jN + 11 � � U 4 �� ZM �+ 11 � �� Wla- U �� `�� m�, � �_�_ 13 14 15 ' PROIECT REFERENCE NO. SHEET NO. � BM #1 - RR SPIKE IN POWER POLE � (IBP✓3.R.90 6 I-L- STA. 12+67.78, ZZ. iZ� LT I RO E GINEDRSIGN HENGINEERS i EL = 2806.26' � , . e----- - I -----� �: , ;,��= �� __ I _i. . I I I: � I I' i i-1- ; �:', I I i ;: � i I I, � F I .; ��l-i; i � i; � i i � � I i� PRELIMIN RY IDLANS j' ��I' DO NOT tiSF. FO CONSTRUCTION ..._ '_i _I_I �'" �� r I'. I,_ �. � ;.: . I t � :. � I � . �. I � .. _ �� I I...� � ��, �.. :. i l �; 1 i.. �; i' � � I � I � i.l I i 1 I_I i ,, �: . , .. i, .. '.. .. .. . , I � ,;—� � � �— �' _:: � � � �, �� —� KCI � �� , � , T : y _ � .� �� __: � � � � �� _, � -i � �� y�,,,,. ��e,� , �a.�� ,ti,��. — � � �� — � � . , � � — � � �� , � , , , �_ � �_:_, . � _ — : : _ , � _ �� — — � , ;, I ,-_ , � � ; � -� ,. �.� i. �.. r-� -., Jr:� � i -r ' . . , :�, . L . I I li. I.,. ��_��_�� 1 •�.I . �i L.I- . � . . . I.;.� �. I I .. I I- I _� � CULVERT HYDRAULIC DATA '�, i i,' � � i� , r 2,830 - , �-� � � � � , DESIGN DISCHARGE = 280 CFSI � i i��. i i i .i i i i,.i i i i..i , i i. i i��. ; DES/GN FREQUENCY = 25 YRS; ; ; DESIGN HW ELEVATION = 2,803.8U fT ; , , ' ' , 2� 82 � i BASE DISCHAftGE = 450 CFSi � '' ' ;BASE FREQUENCY = l00 YRS; i BASE HW ELEVAT/ON = 2,804.3/ fT ; � , �'� � � � �' � �� , � �� OVERTOPP/NG DISCHARGE = 650 CFS � ; OVERTOPPING FREQUENCY= 500 +/- YRS i i i i i i i�:. 2,810 IOVERTOPP/NG ELEVATION = 2,80690 fT � � � � � � � � � � �� _---�_�_-----------______�_, � � � � 2,8�� 2,790 ��k�--� --�—i--��-� � FOR -L- ALIGNMENT,SEE SHEET 4 �