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HomeMy WebLinkAbout20161074 Ver 1_I3802B_4B_Concurrence_Meeting Plans_20160913See Sheet 9A For Conventi`onol Symboloqy � � O � O V • � � V � � O V T� C Nq���'1'E �� � SR 2000 � BRANTLEY RD � n�� � � � SR 1308 �j � MOOS��RD 'z ' z SR 2180 � � LANE ST�' � n � n �O � � � � .� � 1 , � BEGIN CONSTRUCTION —L— STA. 382 + 50.00 a PROPOSED TRAFFIC SIGNAL THIS IS A CONTROLLED-ACCE55 PROJECT WITH ACCE55 BEING LIMITED TO INTERCHANGES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF GHINA GROVE. �� ��� �� ����� �1������� �� �Y ����� �� ���� V'\�� 11 � CABARR US A1�lD R O WA1� CD Ul�l TIES LOCATION: I-85 FROM NORTH OF LA1VE ST (EXIT 63) TO 1VORTH OF US 29 /601 C0IVNECTOR I11lTERCHANGE (EXIT 68) TYPE OF WORK GRADI11lG, DRAi11lAGE, PAVIIVG, GUARDRAIL, STRUCTURES, � SIGNALS '��5� Np,D $ -Y17- -Y16- SR 1232 SR 1243 PINE RIDGE RD DAUGHERTY RD SR 1221 �` OLD BEATTY J - FORD RD .�', N ✓t ��� ,� END TIP PROJECT I-3802A —L— STA. 484 + 40.00 -Y18- ' SR 1337 LENTZ RD rs�vii� i ir rrcw��, i i—.sa���s 4B HYDRAULIC —L— STA. 484+40.00 CONCURRENCE MEETING SUBMITTED: 5-25-2016 SUBMITTAL #T-005 ���HDR Engineering, Inc. of the Carolinas LA N E 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 -Y19- NC 1 - ----- i A � 1 MAIN ST —L— STA. 773 + 34.53 d1'����ll��,lE'1c1E ��,��� DO NOT lFS6 FOR RdW ACROI9iTION DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETEU S,-Y19- / US 29 -Y20- SR 1505 MT HOPE � CHURCH RD Prepore� for tl� Office of: H1'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ADT 2016 = 85,90o DIVISIOIV OF HIGHWAYS $� 2$ 0 $0 ��� ID00 Birch Ridge Dr., Raleigh NC, 27610 ���1? ADT 2040 = 128,300 y°� �' c� DHV = g% LENGTH ROADWAY TIP PROJECT I-3802B = 7.654 MILES zorzsrnNonnn sPEcrFrcnzroxs ���` ��Q PLANS ;� � o P E. D = 55 /o src.vATu�: � D 50 25 0 50 100 T= 15 %* LENGTH STRUCTURE TIP PROJECT I-3802B = 0.080 MILES RIGHT OF WAY DATE: JONATHAN HENDERSON, P.E. � g V= 70 MPH FEBRUARY 25� 2016 PRo�Ecr En�crxEsx ROADWAY DESIGN � � PROFILE HORIZONTAL ENGINEER ( ) *(TTST 11% + DUALS 4%) TOTAL LENGTH TIP PROJECT I-3802B = 7J34 MILES ���p �'Q�� l0 5 0 50 t00 FUNC CLASS = INTERSTATE LETTIIVG DATE: CALVIN W. MOODY, III, P.E. �� ��� STATEWIDE TIER FEBRUARY 25, 2016 rao�scr Dss,cx ExcrNSEn PROFILE (VERTICAL) BRIDGE LENGTH BASED ON CENTERLINE PROJECTION STATION PE S7GNATURE: Y O 3 � + � 3 Z O O � � O � a 3 o O 0 -. m Q o zw � � C O � J O � \ � O + d � O � O d ~ C p � O C N � n O Y O 3 � + � 3 Z O O � � O � � 3 o ` O 0 Q 0 �9 -. m Q o zw � � C O � J O � \ � O + d � O � O d ~ C p � O C N � n O �� � L A N E PROJECT REFERENCE NO. SHEET NO. � I-3802B 6 �y� o� 689 `� d9 RNJ SHEET NO. � ROADWAY DESIGN HYDRAUUCS 6 � � ' � `g - — — ��-� `m� v � � I I � / � � I es ENGINEER ENGINEER �' � —� s� I' ��� 1 HDR Engineering, Inc. of the Carolinas �� � �� a6� � 0� � ' �J� 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 � � — � , 0 � / , � � � � N.C.B.E.LS. 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' - � I � \ � \ \ �\\ � � \` , __ - I _ -[ � / �6 � _ _ __' I I . I' I I � � . � \ \ . . � _. �.. r . . 1 � � 99 662 � I � I I� � II �, �— — I — S s << � ` N ` / \ \ \ I \\ r I \ �\ � . I I � .._:��� I� / DRIVEWAY RADII 20' UNLESS OTHERWISE NOTED N Q � � � + H 3 z m a � o o � �i o � a 3 0 0 0 N e � � J � m a o zw °J � � H � c � o o � � a 0 a � � o.. ° o w d a C p � o C N � O � O } Vi 0 � � �? o c 0 0 � a z� � �� � E a � U � � �0 a � � Vq�=� ,-,3 "' 6g ��� � PROJECT REFERENCE NO. SHEET NO. �g9 � i � I-3802 B 10 NO IMPACTS TO JURISDICTIONAL FEATURES ���� ' �"���� ��� � � ����f �� i \�6� ROADN IN DRSIGN EN�GINEERS � �� e�s � i � 11 HDR Engineering, Inc. of the Carolinas �w ��� � �J d 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 � N.C.B.E L.S. License Number: F-0116 m�a � ' _ � � dNC��1f�1LE lE 1PIL.�N� ASPHALT MILLING AND RESURFACING �%�— '��� = � � NOT USE FOR ,�w A�Q��s�T�o� � i E69 �ssi� m� Bg m ����.����� ��' ��.f�N�J -- i� � i Z E ��O � DO NOT USE FO CONSTRI'CTIOti ONLY ON THIS SHEET. 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'�'� COLLAR —� 9g92 693 695 64 656 S 69° W N C �/ f s�s 5gg4 J.. 2GI 4'0..�� ��� C g86s'a`� 6D9 � 698 690 ` F �r01� - A�xr�n �9� 6�2 6�9_ CIfQB�U 6999�i9z 693 89q = �92 693 _ ' �0 � SPE z�i�o� _ ie�� ec6�q e�� � 6a5 mN G� — '� m� zci see�oF� is�� N W 689 68� 687 686 663 684 CAT-C�9 2GI W/FG �9 15" RC -III W/FG +50, GRAU6�6�8�8� F8�8�- b� � -' RCP-III 2C'��FS. 6 C�6P.R AND EXTEfysga 685 ZB9 _ C�� - �- W W - - _ _ _ _ _ - _ - � [89 - _ _ _ _ _ _ . _ . _ ' &� g�-'.� COLL4R .41Z� � W N REMOVE DI 589. . . _ _ _ . . . . - � - _ _ _ - _ _ _ . - . _ __ _ _ _ _ _ _ _ _ - _ .. _ _ _ - . . .. . . . . . .. EXTEND - _ _ _ - . _ - . _ _ _ _ - _ _ _ _ 60 a _ _ _ _ . _ _ - _ _ _ - _ . . _ _ _ - ::i � _ . . - . _ . - . A Pm . . . _ . . - . .. ... REMOVE DI - _ _ - .«� Ci �� . Q - _ - --- _ '` gY..... ._. _ ----_-----, m ` — — _ ___ -. __ . __ - - -_ - O �� «� ��_— — _' _ - . _ _ _ - _ _ _ _ - _ - 684- _ -. . .683 _ _ � ' .. .. . - — _ _ _ _ . - -.- _ __ - - _579 - - _ _. _ - _ - - - . ~ Z y"/7 � 2 _ + . -_y _ J2€MOV��� - TB 2GI 6L1 TB 2GI 678 - � - - - - - . - - - - --- . . _ TB 2GI TB 2GI g7 . -- TB 2GI - �2GI 5e� _ — — —n— _ _ - ' _ . . . — _ � — T �� . : . - 15-@ PJ1L _ --- _��4,- � „ y " R P-III 6L9 7G_ " P- ~� TB 2GI M � RETAIN TB 2GI tE�9 Te 2GI '__ . . _ � be9 TB 2GI - . L. � _ , . ,.> _ . . _ _ _ TB 2GI B 2GI QTe z�i '�'� 'sa4--------- - -- -- - - - -- - - - - _ ._ P ._. ��:.-_. _ — - - _ -_ - - _ - - �<-s - - - -e�s_ _ � � z— '�� _ —��------- - � _ —_ •�► _r. = T - � N -F . . - -� �� _ ---- _ - % _. 2GIw�"FG _--.--. ----- _ _ u, — --- _ _ _ - . _ _ _ �� �� _ _ _ _ _ _ _ _ w/FG 681 . _. -. - _ - - - _ - _ _ _ _ _ _ _ _ - - N I _ . .. . 2GI 15 COLLAR Af17J� EXTEND - - � - , � � . 7 � � . . . - - I J - - - ZB9 E95 ��Q+07, G 350 z89 . 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SJUTHGA?E MA� i'�� I L i .II _-___--_I� ., . . _ L'_- << � DRIVEWAY RADII 20' UNLESS OTHERWISE NOTED SEE SHEET 46 FOR -L- PROFILE N Q w � a � `i + � � H z mi a O � �, o � � 3 O o 0 P O J � m Q o z w 2 � � c � o o � � � O d � L O � O d � Q C d o a � � � � o � o � �� n � 0 �? o c 0 0 � a z � � � � .+ ' E o � � 0 � � 0 a � � � , .� CV ,/' �� PROJECT REFERENCE NO. SHEET NO. �4 � DETAIL I LAN E I-3802B 19 �NI �.' � . . . LATERAL'V' DITCH RNJ SHEET NO. � Ho� ro s�ai�i . `� m N b ROADWAY DESIGN HYDRAUUCS - � 6� -. � ' - �'� ENGINEER ENGINEER N\�\ m�s c�o°:°e z.� "p 2> ,�, `sio,< �1� HDR Engineering, Inc. of the Carolinas �, ) 666 Fayetteville St, Suite 900 Raleigh, N.Q 21601 � �N "^�'"- o= i F'. + N.C.B.E LS. 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D-- 1 F. FROM STA. 624+00 -L- TO STA. 627+14 -L- RT FROM STA. 627+14 -L- TO STA. 631+00 -L- RT DETAIL E � BERM DITCH _ Q Q � N � ro Scole) � wF 50 J- Z, too�v.C.?.� D 1. IMin. D= 1.5 F. FROM STA. 622+25 -L- TO STA. 624+00 -L- RT DETA�L F SPECIAL NT DITCH � Ho� �a s<oie� I � D'if<F c�,o� � y> ° s�oae o��a ki �� �e oyP � o Min. D= 1 Ft. � X Y FROM STA. 622+09 -L- TO STA. 622 - 84 -L- RT 6 6 DETAIL H SPEGIAL NT DITCH wAiINGE �Na.m s�oie� ural Ground r.om 4.� b'� on�h -�FphP� � Slope b.o� �' � Min. D= 1 F}. FROM STA. 622 �-84 -L- TO STA.631+00 -L- RT LANE �1� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville Si, Suite 900 Raleigh, N C 27601 N.C.B.E.L.S. License Number: F-0116 �y SRS 2007 NA� e8� PROJECT REFERENCE NO. SHEET NO. I-3802B 21 RNJ SHEET NO. 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DRIVEWAY RADII 20' UNLESS OTHERWISE NOTED SEE SHEETS 57, 58 FOR -L- PROFILE SEE SHEET 71 FOR -Y22- PROFILE c � a � o , � nQ p �/ � 1 \ \ \ \ \ \ IC \ \ I` LANE �11 HDR Engineering, Inc. of ihe Carolinas J 555 Faye�teville St Sulte 900 Raleigh, N,C. 27601 � N.C.B.E.LS. License Numbec F-0116 \ PROIECT REFERENCE NO. SHEET NO. I-3802B 30 WW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �;v��Ag1�1L1E 1� 1�1LAN3 DO NOT USE FOR ! 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