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HomeMy WebLinkAbout20190397_R-2566BA_Redline Plans_half size_180716-NO CONTOURS_20180806Wanucha, Dave From: Sent: To: Cc: Subject: Attachments: Adima, Nathan N Friday, August 03, 2018 1:05 PM Chambers, Marla J Steve Kichefski; Buncick, Marella; Wanucha, Dave; Zerman, William S RE: R-2566BA Watauga River Bridge on NC 105-- R-2566BA Redline Plans half size 180716-NO CONTOURS.PDF �al'�a, Find attach�d r�dlin�s with I�ss contours and �asi�r to r�ad. I hop� this vvill h�lp. Nathan N. Adima, PE Project Manager Project Management Unit — Divisions 11-14 North Carolina Department of Transportation 919 707 6210 office 919 707 6200 main u�_� d. i_m� �_� u� � d r� t.� 1000 Birch Ridge Drive Raleigh, NC 27610 1582 Mail Service Center Raleigh, NC 2699-1582 a������ �������,��:s���������� �� ����� ������ ��`��,� ����:����,�,� �,� ,�������� �� ��`�� �V����� �°��������� ��.����� ��������,� ��W�r ����:� a���.� �� ���,����,���� �� �������� �s�����,�. From: Chambers, Marla J Sent: Friday, August 03, 2018 11:28 AM To: Zerman, William S<bzerman@ncdot.gov>; Adima, Nathan N<nadima@ncdot.gov> Cc: Steve Kichefski <Steven.l.kichefski@usace.army.mil>; Buncick, Marella <marella_buncick@fws.gov>; Wanucha, Dave <dave.wanucha@ncdenr.gov> Subject: R-2566BA Watauga River Bridge on NC 105 I'm wondering if we could get a version of the redline plans without topo lines (or a lot fewer). The plans are hard to read, especially when sharing with members of our staff that aren't used to reading roadway plans. We do have concerns, that I will share soon. Marla IP'��urlll� �Ill�m�i�r�ll��ur� �� II'��III':'�t�..�.. ���ur�°�liiu�����ur II...W�Il�lid.�d. ��u���:u���d.li�u� Il:�ir��ir�u� II'�� liilll�°�Illlii�� III'����u�ur��� ��i�r�i�r�lii��lii�u�� ��� II��II::��.'ll.. ��Dc� �Il��u�d.�:ir �d.ir�:�:d. �Illl��:u��irll�:, II��u�ll� ��ir�llliu�� ����°� Il:�liir�;��q ���'u� �� Il...liu��� ��D�...��� ����D.� u tt��ll�li II�;: .��D�...���... � �D.��D IVl_�.irl�..�.Ih�m�b�ir�Ca�u��wildlif�.r�irq ncwildlife.orq j� ,�r��" I!Irr�7ail �;urre,�l�ui�dc,i��:e, C�u ai�d ��ruir7 U•ii� �ci�dcr i� �ul����;�E� �C�u U•ic, I"J,�, I ul�li�; I'�Ee,�;ur;� I...aw ai�d rr�7ay I�c rll��:lu�crl �C�u �C�h•ih�rl I�artle,�, •� � V � � O V R-2�66BA HVd nsh UI ish.dr�m 7/16/2018 11:33:19 AM TGS � l �� � F l�iJr:r L�'�i6 l�E' lE (--�r i 7(il'BTii7!iri7� l-'1�.7/; �Jr( _�;V/(1���',�,_ � 1�T',`� 1�� ';�►�' �`�I ����I'1�I �C°,�� �� II,lI��`� II��`�' 1�S1I��l`�,� �lF' 1�—�1���1��s��79� WA TA UGA CO U1�lTY LOCATION: 1VC 105 — CONSTRUCT NEW BRIDGE OVER WATAUGA RIVER AND LEFT—TUR11t LA11tE AT SR I112 (BROADST0111E RD.) WITHIN THE LIMITS OF R-2566B TYPE OF WORK DRAINAGE, GRADIIIIG, PAVING, SIGNAL � STRUCTURE BEGIN BRIDGE -L- STA 162 + 95 +/- T� BEGIN TIP PROJECT R-2566BA STA. 151 + 99.34 —L- T� G 9<< F �P G� ,s '°� BEGIN CONSTRUCTION � -YS- STA. 19+00.00 -9 �f �� � .''o S 9r END BRIDGE REDLINE DRAINAGE ... . ... ... .... .... PLANS SUBMITTAL 7-16-2018 I �,' . � �� 0� � ��S THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD _ bNC�(➢�Il1P1L1E'7f'� 1Pl,�N� DO NOT lrSE FOR R/W ACaIr�SITiOh ��� EXISTING TRAFFIC SIGNAL TO BE RETROFITTED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH � Prepnred for the North CaroL ia Department gyDRAULICS ENGINEER � of Transpartatton en the Office of.� ADT 2019 = 15�000 �� ETHERILL � � ENGINEERING ,,,,� -- 50 25 0 50 70o ADT 2040 = 18,000 u5 '����� K= 10 % LENGTH ROADWAY TIP PROJECT R-25666A = 0.373 MILES ,olasr,aunAnD srscrFrcAr�oxs ` �( �'`;:. ��, PLANS D= 60 % LENGTH STRUCTURE TIP PROJECT R-25666A = 0.056 MILES �� � � RIGHT OF WAY DATE: EDWARD G_WETHER_IL_L, PE P.E. � a TOTAL LENGTH OF TIP PROJECT R-25666A = 0.429 MILES rnoiccr s,ucr.vEcn sicN.a�z��: 50 25 0 50 100 T- 6 %� SEPTEMBER 21, 2018 I� �" �� V = 60 MPH ROADWAY DESIGN \�� ' - * TfST=2°/ DUAL=4% LETTING DATE: g0B A. MAY, PE ENGINEER �����/% PROFILE (HORIZONTAL) ° � ,�i" SEPTEMBER 17, 2019 reo�ccz Desic,v �n•c,resx �, ��=—f - 10 5 0 10 Zp FUNC CLASS=ARTERIAL " =; NCDOT CONTACT.• NATHAN N. ADIMA, PE PROFILE (VERTICAL) $TATEWIDE TIER ROADR�AS' DF,S7GN: PROJECT ENG/NEER srcx.aruxe: yE i � Ra2566BA Hvd nsh 04.d�n 7/16/2013 3:D2:U4�'M TGS _ _ _ _ _ _ _________ ____ ._________ _ ___ .__________ _________ ______ _ � � I ' y� \ 1223 Jones Ftankiin Rd. PROIECT REFERENCE NO. SHEET NO. � � � �F . � � E7 HERILL Ra�eigh, N.C. U606 ENGINEERING License No. F-0377 R-2566BA �J Bus: 919 851 907� \ i �, � G - - / i�/� � _„\\ / R/W SHEET NO. c'_ s Fax: 919 851 8107 i // i y'\ \� � ROADWAY DESIGN HYDRAULICS � ,{-� rnnNsaournnownuw[u�N��oes[cru-ouiucE�srauaun�oesi�N ENGINEER ENGINEER // / j/^ /// ( i' \\�`�C� / QVWS'iEDf516�1-615J6V5-COIVSfRlfCT10rvON5ElvATtON // \ % V I ��� %. 1 \ ,L / -/ - ' �'� PI Sto /6+59 I to l+ J l Sto I+ l 2 � �. � � . ; �/� �� � �°P p= 50/' 25.6' fRTJ �= 20'47' 33J" (RTI p= 3P 3/' 28.0' (RTl pN��t�Ivi[I�]L �]E ]P1L.�N5 I ` ✓� � � t. , , D= 9'23' 33.9' D= 2202' 12.6" D= 32'44' 25.6' D° "aT °S� Foa RF" 'cai„s�T�o" ' � � h s�. A � �;�� �` � s L = 96.OT L = 9435' L = 96.29' � \� ` �`\ \ \�� \ � I Sta.ry��NB� ciNs R = 6/0.00' R = 260.00' R = �75400' I Cr � "` `' "� P�- PCC SE = 0.06 FT/FT SE = OA6 FT/FT SE = 0.06 FT/FT i �`, �\ `\ ,�,�\�- -Y5 RO = SEE PLANS RO = SEE PLANS RO = SEE PLANS DOCUMENT NOT CONSIDERED FINAL i -YS- $TA. 18 �,�� _ � � \ _,1 �� �I -Y UNLESS ALL SIGNATURES COMPLETED END� ` I to I f l Pl Sto 2/t24,63 j jy10M i� _�-�--_�,g��-O /�\,�RETAINI& I-"I �i b �= IP.3S��IQ.O�iRTI p= 4�15��.i%iLTI TGS TGSENGWEERS i � t - Eg� 706 HILLSBOROUGH ST. SUITE 200 � RIP RAP A7T EIMBANKnAENT Q?'2 _ KLEAN QUi I > I i i O D- ZZ� rJJ�� O.S.g D= 6O� IB� 4O� =�'�� RALEIGH, NC 27603 Ih 6-0 2 _ i� I � ; � He„o ��o��; � - �'- -- , L = 50B1' L = 7/73' '�.� � i.' PH (919) 773-8887 T = 25.49' T - ���- �r :; > F �' ��' � 1 �, � -x Y � `rj \ R= 250A0' R= 95.00' coRP. uceNse No.: c-oz�s ; �N��,z �, J � �o P'po � \ -,a• ' SE = EXIST. SE = 0.02 FT/FT i ���' y'� o-w i�,���F sr��� ro ��., �/ �� � -. � � RO = SEE PLANS RO = SEE PLANS ^ n VISCUSS- T CEl' \ GEorExraE � y -� � / •/ � � CLA55 8 RIP�RAP � J �/ I iype of Line.- TBO TONS CI I Rip-RaB __ . / ,\ I'�` 2 TONS 7 jg`, GEGI �_ \ � 18" P-1V � % 0510 ��v- Geoiexl le TBD SY �� �� 5 y' � / '�, 0511 nac. / FROM -L- STA 167+�94 TO 162�r07 RT - �,�` �� � /C 1�� DJ � `� 1e BOBBY R, BRO�N \ � o a. c ics o , ' , ° ' � ' -Y4- POT Sta. 10+00.� \ DETAIL 5A �� , b oo. e a� �`' � � � i -�-� roa �'z ' � � �-�- l0. � f , X r SPECIAL LATERAL'V' DITCH - ��-�� ��' ��^ .-` � p-�t I� iNv il� ��.�o., _ o�o scai�l � RETAI G WAL �NO o o� a r+-'� s, / � Nv�bu »>o-i � / II s 1°,� � yn »$,�_, ,1� -YS- PCC Sin_ 1R+98J9 '" � � i � � r oPV i � /•�' , - S�NGLE F,A �o� ! Gp��' .�2GI �,� 9 ro� i v / e>°` -rai CONC B� lER � �O � h e �o c/ , �5s � n���,oi � - � . ao��a z� �o��e< so�E • . � �,- ,. O _ I D F � ��i /%. e.0%4. Q. ., l � I�' ou �i�1 � , F �� i =Y5- P S/o. 20�96.96 -' �`•� �a` � ; � o o ' " � � � � - s � 1 �i � Min. D=1 Ft. '� � � �' _ � , ' � y y� �� _ .. ' i, " __ `` \// ... \,. .-. ,� � ,� �' � , ' / �� - , , . ,u , '� FROM -L- STA. 162+02 to 162-33 LT � �.-' - � �" '�. ' ' �- ,` . , ' �9, � �daa��� - - + _ _ _ _ _ _ _ �- -- -1S - ���S� S.Q i N .rLASS li-PIp,�y • ��, • i .. - i7r� �) �� - / ' l _ 5 . 2�-T r ,p�4"99'�GEO � a� �, c,<. � ' Y4 a a :,� � a� � I _ --- ---- '�'O,Qq �� �„''� i � � n. :� a m rel-�76 7 �S J. DETAIL 58 -YS- frZ���S1o. ?_1+585 �" \ ' � �� � � , � � m 1 , O Hr� �,t,S �/� � i� v1 � / ER DBP CO�+vE S O �v�¢Ot M -- 8 SPECIAL N7 DITCH � roa s aa.a �- ./ - �' �' ssu eo No . i-eo isu��o / F aniseo is�nno cN aes ro ni reo �. ���5 ,��� �� s=e�al -- 1 v a,yn a � �-a ron oe.in��;,c nes c / BRIDGf �i0 BE DEfEW INE� .�i Cf �r�m � , .rs' � ro.� yo eE�oisC sEo cFi. J!C isFa�vo [Ko o r_o I Dlcl� '� N JI6�0 1 J�' I) ��Ni U'� Noiu�ol 1 d��` Sope ��li�f // / I \ T�-�� 1nE�V J}JE� � �J. M DCSICJ� 11xL5 -i Gyn� OwN INCDRN -..Jf..� . ` ,: �\ / j' _ _ _ at \� ` � SPECIAL LAT�RA � � � ��n �n, F . c,a��a os. e� a _ '�^� °, �° aS.Gi i i. ,� � - SiE y�./ o . tz.n ' F���� � '� p �_ _ C 'V'DITCH (SEF 1 1 +9� � � '1� , - � �H rv :� \ \ ��'�,.. �± �f, DETAIL 5A) '� ��� � 7 p y� � �. , --�1 , F I I I� � `9�N E `` �`��` � mo o.to r�. _---' s oe�.. roa_xrn i s�2'- _ I�� i£ � ��;' h� �' i� 3 �� @Ry� � , s r.i.e � --- sa• �-. �. ,. �, . _ I t 1A. � ,� rF � t �- IGH PT.52.58 � ,� ��\ I .. _ - .... s . E' � FROM -L-STA.166+60 TO 166-84 RT � �.a �, � �zJ O50 � .I 456 � -� 't � . -�-�... --�-r�_. e? _�� � .- �.- � � � �� �g��i1 � _� � � �� � ���'��q � �j � �'1� _ � � F c - � � - �s �- � ` " „ ` ;v - - DETAIL SC y � � � RS.t - � �� 1-�_ � -, � / 1� srEan� cur oiTcn � o F , A �_ � � - � �- �- F � � i ` � � - ',�i E �°�r�r 5 s � vE i Hm m s<ai�� r�m � � '�-'� cA � .. ��, � . �' a . �.� � �s- i>� ,y� , -- �.��; .� fe._ � .. o��h � i ae C.E , - .- - �._ � � � . .- 1� Howoi n���e� sio� � _._. ��� ° � J �., .� _ .5' ) � �I�I . � - �._'. � . '� . t - ,.,- �. _-. -.e _ - ___-� � �h � -�t ���_ � c.o��a °s.- - e�°� - � o -- - S � - � - . . fp / . _ CPIV ��- J�_ . - -- /�_1 �' =, -�� , �,� \\ . -�(/ L < � . ' - � r�F,o ' Min.D-1_5 F. �v CUT L N Q Q � `_- �_ I _ . /- � t_ -��\ ^ � �� �_ � � � � D � / / +� CBF /, Fil� -;3 �' .,_ n , -.., �� � - � , � � �g �� � - ' �'��I I �� � .. �..... �� i j _ � r � ,.� � L2X x `U--a»=.i 1oa �r.>z � � �i�- ' , FROM -L- STA. 166+84 TO 167 15 RT � . / j / � � - � f � -� � � � e / i � � - _. � �\� � �\ � DETAIL 5D W \� "__ �6�] 18 R7 . -_" / } �E CLASS II ~ `�i.it C � ELZON'SS I � RC <2GI -� _�- = 4\ s�� �.., �... O _ � r.. �„w � _ _ + irvv � `� i � 2A•, � \ % STANDARD BASE GRASSED S ALE Q,, j� �, - I �` _ - Notto Scale � � y �� � . � r ��'•�.i�� / ��s� RL `o �OIn � \ ��� � ( ) / - '�� - RIP RAP �CLeS E OS-7, S� S2 � VARIES� VARIES � -'"� � �� � IS�RUC7URE5 y R;p �qp '8� SPECIdL CU'f �I'fC ' ELEV.2750' � �--� , a-� RIP RAP AT � � .y', N / , / - �.Ly" IiEM) (TYP 2 70N5 � � � =� �� 0505 EMBANKMENT OJIo: HORZ. 3 EF- HORZ. O i/ 1 -�% �� � SEE DC-TAIL 4A �0 7 SY GEO � �/ p ��5� � k / � �� iNv_a , � I _ : / �0 S a I � 'I �� Mn D 2 Fi. � `,5 � � ��/ _./`.��� ��TB .. - � / �N�-.. i,, I.°�, i � . �Nores�. B�2 Ft _.- � _._- � RIP RAP AT EMBA KMENT �,' � lI LONGITU�INAL StOPEi BEfWEEN 0.3^.2 AND 4.0 i�. O G. - � ) SLE DETAIL SE ,EF � 1� MO�IFICATIONS /.uY BE NEE�E�, n5 APPROVED BY O ..- � � I p '� �(0 ENGINEER. `4 NAGONG lE a��0 TOOF PAIS uD �_ - __. _ �P PV`P _/� ,/ ', PROM -L- STA 764+39 TO 165+74 RT (f1 ISWND rrzob . �JS-- ' DETAIL SE ��r��REvsED FOR L PtANS _-� `J p 18 RCP iv __-i�' BEGIN SBG RIP RAP AT EMBANKMENT ,..--- -� STA. 162+00 00 + S� � v INol�o Scalel � S �N �� ` �,. � �Nv , ��G Y 10 n.�. � - .. .- O lc� �� a , �,..,, on�n ' ,.om�� �,s f� pN � � � w. c�ade � E 5�"� � �. � _ � - URG�N `�� �see �e1aa sq A � �, o ;% '� -, ' �\ P ; / � GI N�� � STANDARD y �/ � Q (' �� 6ASE GRASSE�' 6� ,1 `� � HARLfS ��� - � ` SWALF $PECIAL 'UT �T � \ w B �yp IS'EE DETkIL SD�� '� �SEE DETP L 5�� �Of/{� R_- o �� �,«s `-'----_� `DA O 1 oc � \ orrcn ce�a�. 0 3 ia�"�<S� Q� o oa' d� + � Y4- P l l�F � on ioo o< c o.� s�ns .� �' __ ..C-0. OI .4.3 rf.s S 05'.1..+�.1 �� \ , _ � r � } h. \ ' __ �1 0 04 �5 S 0 3'+:, d h �' T s s:i i�e� n., �zO�TRA �-io °2' � ,' 9,0' �'� n. -Y4- PT t !l+4�,�7 �'S/TiON � 0 O.un� �diD I ND � -� / . N � % . � �EV� �" : . , .., '` .. �eorexrae - � /" 300' .. . � .5� "� � �,' �� �' �-.,.... \ -Y�i- P(� Sfn_ lifn5.i7 1 .. , � ; ---'- _ , � iype of l'iner= TBD TONS,CIoss I Ri�sRap � - i� � ��, -'�- cao��n�ie= reo s .- �. � � � FROM -L- STA 164+25 TO 164+51 RT ____ - .'� .' �, ' .. _ _ 1 SKETCH SHOWING PAVEMENTiSTRUCTURE RELATIONSHIP � � � z �BEGIN BRIDGI il � -L- S7A. 762 - i �o Ra2566BA Hvd nsh OS.d�n 7/16/201d 323:32-PM TGS SHOP CURVED � �- �_ nPe-w F H F iv 11.$' _� , ns, ___ Q ' . - �--- , - ----�� ��� -Y -PT f l+ - - a. -Y4- P T t l4+ 77 ��� � -Y9- % PI S�o ll+00.77 0 / � = 85'S9'99.7"(RTI 4 = 44'23'S7.�'�LT1 D= 8i 51' 04.0' D= 5T l7' 44.9" L = 105A7' L = 77.49' Oa T= 6527' T= 40.8/', � R = 70.00' R = 100,00' / � SE = 0.04 FT/FT SE = 0.04 FT/FT RO = SEE PLANS RO;=' SEE PLANS -L- / PI Sia /63+46.06 Pl Sto /7/f65. 3 p= 45 24' �9.4' fRT! p=/5 /2' 46J" fRTI D= 4l4' 38.9' D= 3' /0' 59.2;' L= 1,093A0' L= 603.59' ' / O5 T = 578.69' T = 304.65' R = I.350.00' R = 1.80Q:00' SE = 0.06 FT/FT SE - 0:06 FT/FT RO = SEE PLANS RO = SEE PLANS / -L- �NC 105) � � � IbVVV �� -Y4� OLD TVJEETSIE RD. -YS- (SR 1112� BROADSTONE RO. 4�800 � � 3� �$�$ �- �Nc ios� � j,�, EXISTING TRAFFIC SIGNAL TO BE RETROFITTED SEE SHT. 7 FOR -L- PROFILE SEE SHT. 8 FOR -Y4- PROFILE SEE SHT. 8 FOR -YS- PROFILE SEE SHTS. 5-1 THRU 5-? FOR STRUCTURE PLANS SEE SHT.2A-4 FOR RETAINING WALL Ra2566BA Hvd nsh 06.d�n 7/16/2013 3:D4:U"YPM TGS