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Home My WebLink About20180369 Ver 1_B-5663_BUFFER_PERMIT_20180313_20180314� � � m L � + � E � a � � s i �M o `0 N� � `;' � a� � � V � O V • � � V � � O V See Sheet 1-A For Index of Sheets ; . � �� S :ub - p C:' y' ❑ • • ii7i �� u � �� • � � � �� _ . . o� . . ��_ END PROJECT� �, � „� �� ' � � . �' „ - . - , . � . . . ; .��• � _;�. BEGIN PROJECT • s • • • • • � =�:.- VICINITY MAP OFF-SIiE OEiOIF . O • �� 111/��1'�� ll �� VV dll 1i Sl' Jo�r�sTo�. cou�� LOCATI011t: BRIDGE 46 OVER MILL CREEK 0111 SR 1124 (REEDY PR01VG CHURCH ROAD) 41'AT6 9TATB PRQIHCT lBP6RBNCB NQ S E P I �025WatleAvenue Ne�o __ �� _ Raleigh. NC 27fi05 Te1�919-789-9977 E N G I N E E R 1 N G 8 Fax�.919-789-9591 91�Att P0.W.N0 P.A.Mta.No. C 0 N 5 T R U C T I 0 N License: C-2997 TYPE OF WORK: GRADING, DRAINAGE, PAVI11lG AND STRUCTURE. TlP PROJECT B-5663 REEOY PRONG CHURCM _ (SR I12i—E� RO BUFFER IMPACTS PERMIT CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES DESIGN DATA PROJECT LENGTH _ _ _ _ _ , _ ADT 2 �! = 345 ____ _ PLANS PROFILE (HORIZONTAL) T = 6 % " y — 55 MPH * TTST = 3% DUAL 3% FUNC CLASS RURAL LOCAL __ SUB—REGIONAL TIER BE6/N -L - \_� _ I �y m LENGTH ROADWAY PROJECT 45619.3.1 = 0.058 MI LENGTH STRUCTURE PROJECT 45619.3.1 = 0.022 MI TOTAL LENGTH OF PROJECT 45619.3.1 = 0.080 MI NCDOT CONTACT: VIRGINIA MABRY MANAGER, PRIORITY PROJECTS UNIT END BRIDGE —L— STA. 14+6/ +/- END TlP PROJECT 8-5663 -L- STA. 16+25.00 � S E P I ,ozswadeA�e��e PfC !Bd 1/! 1/4' RaleigM1 NC 2'l805 �%f% �: � Te1:91&]88-99)] c o x�gN [ E n i x � e Faz 9iS�09-9591 T R 11 c i I a x License: C-2191 FOR THE NORrH CAROLINA ONISION Of HI6HWAY5 2012 ST9NDARD SPEClFICATTONS BEN CRAWFORD, PE RIGHT OF WAY DATE: PRo�Ecr Excix�n NOVEMBER 15, 2016 I. T. YOUNIS PROJECT DES/GN ENGINEER ?ET771YG DATE: NOVEMBER 15, 2016 � OBZNRION BUFFER DRAWING SHEET 1 OF 7 HYDRAULICS ENGINEER ROADWAY DESIGIII ENGINEER P.E. � INCOMPLETE PLANS DO NOT USE FOR R/W ACOUISiT10N DOCUMENT NOT CONSIDERED FINAL 11NLE55 ALL SIGNATURES COMPLETED EXISTWG R/W a,cR$'' $�ar � � � � �� O $�OTTY Np�ELL JEss�ca NOMEu CL 'B' RIP RA EST. 1 TOI EST.5 SYG � I � � I � i � � — r .r- -u -. � ,� . : L, . : u- n _r' .v . , ,� r-\� EXISTWG ii7'N� � � � � —_�___—eiM____ � I�VOOD� .� .� � .� � ----------e � � � � � � � � � � � � � � � � � � � � � O ROY 0. JWWSON FMCKT LYMI JOFNSON saRr �,,,.�, �,r,�,".�,,,.,,. CL 'll' RIP RAP TO ELEV.138.0 S�� I Re?9 9- 894 605 E N G I N E E R I N G 8 Fax�.9'19-789-9591 c o N 5 T R U c T I 0 N License' G2197 BUFFER DRAWING SHEET 2 OF 7 O SCOTTY NQNELI JESS�C� NOtE�� PROJECT REFERENCE NO. SHEET NO. B-5663 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � • � •� '• ■ ■ ■ ■ ■ � ■ ■ ■ ■ ■ � � ��G— —w ��— F � _ � - _ _ _ _ WOODS _ _ _\ - � � � � � \ � � � � � � � � � � � O ANA ,EIN BL�CKMON PAMtER GARY DaLE PI►RKER ALLOWABL�gR DGE)TS ZONE 1 � ALLOWABL ( IMPAC) S ZONE 2 BRIDGE ��\1 ALLO ROAD I CROSS NGONE 2 7 O - S�OTiY N011ELL .IESSICA NOOELL i �� . � �3� �J C V � �Q/O ._, � -- - q � CL 'B' RIP RA 0// -- . 1 TOI � E T. 5 i � I r` � J EXISTING R/W .� Y�� W00�S ��., Il \ £!�.(rl b � ovt - - 'ot - — — _—�—/ �, REEDY PRONG CHURCH ROA -EL- o (SR 1124120' PAVED ROADWAY _ _ _ _ — _ _ — _ — — _ _ � �.V- � 140 � _.,._ . . . . . . ___. . _ � . ExISTMG R/'N� — BlM � F � � � I�VOOD� ' ,� .� `� .� ,� --------- \ �F .� — e � � � y�5 ,� ,� � � � ,� � - � � s£' � J PROJECT REFERENCE NO. SHEET NO. S E P I �025 wade A�e��e B-5663 3 Raleigh, NC 27805 wy,� SHEET NO. Tel'9t9-789-4977 E N G I N E E R I N G 8 Fax�.9�9-789-9591 ROADWAY DESIGN HYDRAULICS c o N 5 T R U c T I 0 N License' G2197 ENGINEER ENGINEER BUFFER DRAWING SHEET 3 OF 7 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � scorrr �rtu 3�� ' 30' 60' 90' JESSR� NE �`S � � G�'�. �� GRAPHIC SCALE o I 4 �—__ ��` � � : � � �� ' � . \ _ � .� ,� � `� � � � � � �� `�S v � � S� � � � +64A0 CL 'll' RIP RAP � 52'RT BANK STABILIZATION ANA.9E�1Y D L 30' RT CL 'll' RIP RAP O; TO ELEV' 138:0 Z ssi a� ROY 0. ; r' RICRY LYNI � yc;� _ 35 � � � SFi � ALLOWABLE IMPACTS ZONE 1 (BRIDGE) � ALLOWABLE IMPACTS ZONE 2 (BRIDGE) � \�\1 ALLOWABLE IMPACTS ZONE 2 7 (ROAD CROSSING) R� �, I b h� W CISTiNG R li "�J � �� .�. � • • • •• •• � � � � � � � � � � ALLOWABLE IMPACTS ZONE 1 (BRIDGE) �� iiiiii �� y ��y �L�� S�� I Te?9 g- gg 4 605 E N G I N E E R I N G 8 Fax�.9'19-789-9591 c o N 5 T R Il c T I 0 N License' G2197 BUFFER DRAWING SHEET 4 OF 7 ALLOWABLE IMPACTS ZONE 2 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 (ROAD CROSSING) PROJECT REFERENCE NO. SHEET NO. B-5663 4A RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED . i i il II ' II II III i il il II II II I �'I �I I I II II I I II II II I I II I I I �I I I I II . II II I II II II ' II II � � � � �I S E P I PROIECT REFERENCE NO. SHEET NO. L'i I I I I I I I I I I I I I.^ II II II I I I I I 'I 10259 ade Avenue i Ra,e; h N� Z,sos 8-5663 5 � I I I Tel'919-789-9977 ROA�WAY DESIGN HYDRAULICS . _. ... _�... . . ._ _ .. . � I I I II III I II I �I II I . �I . . . ... Fax:919-789-9591 ENGINEER ENGINEER _ _ _.. . . . . . I . _. _ . .—.—_ .—. _... .. .. ...— E N G I N E E R I N G 8 LiGense C-2197 �J � . . . . . . . . . . . I . . I I I . i . . .. . -1 . .,. . . � C 0 N STRU CTIO N .. I � I .. I II II� I, I I .. . , . II II I II II I II II II I .. . :. ; I � I I I I II I II I I I I I I I II I I I I II III II I I I II I I � � � � ' I I I I I I I I I � I� I I I I � FRELIMIN RY PLANS . : . . . . . . . �,. i . . . . ��.. ,. i i ,. i .. �� .. �,. . . . . . . . . . . . . . . . DO NOT L`SE FO CONSTRL`CTiOf. II , . . . II I . . I I I I . . . . . . . . . � ' ! PERMIT DRAWING I , _ . .------ ----- --- ---- � i _ - I-------- ---- --'� i II—�-il —___i_I i i �i �i I i i � � I I I � I I I I I'I � � SHEET 5 OF 7 DOCUMENTNOTCONSIDEREDFINAL � I I I I , I II II I I I I I I I.. � I I I� I I I � ., ... I . � � � � UNLESS ALL SIGNATURES COMPLETED � I � � � I � II � II I I I II . . I I .. , �I I , I . , , I I .. .. � . - . . . � . . . � . . . I . . . . i . . . 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I. _ _ _ ---- - - II _I-I�Z�1 I I- I -- �- - -!- -- -�-- - � --- � -- � � I-LLi I i�J I �-I - i- - I - ---I- �--- - i---- - I_-- - - . . . . . . . . . . . . . � I - -� - - I I I � — __: -_ _ - i i il i i i i i i i i i- il_I_��_li I� � -� --- '- -- -!- -- -�--- _- — ' ----- . -- _ -- - - - - - � _ _ i 1 --- _ i i _ _-_ - � - � _ � � �� __ , _ _ __ __ _-- --- -- _�--- - - - - --- __ _ _- - - -- _ _ _ _ -� �- _ _ __ . _ _ _ - -- - - - � -- - --� -- - _ _: _ - - -- -- -- - -- ---- ----� ------ � � �� :�� , � : �� - -__ �_-- --_ _ --- � - � __ ___ ____- _ __ _� � _ _ ' __ � � _ � � i _ � i � � _ _ _ --- . -- --� — --- --- - -- - --- _ --- _ -- - _- - - - i _ i _ - -- i - _ _ _. ! - - - _ _ - __ _ _ _ _ � . � . _� -.. . - _ I . . � --- - --I i I - � � i �� - _ � _- I -- -- - - � - - -- --- -- -- -- - - -- � _- --- �- - - -� � - -- - -- - -- - --- -- -� II !I ��i I I ---- I�� I- I---- I_ I_I��I i I i I I I_ i I I I 1- - I - --- i I I I i I I�� I I I I�_ I. I I I� I I I I I i j i I I I�i I I I I i � � I II II III II I I I II II III IIIII III I I I I i I I i III IIIIii I J IIl IIII IIII IiII IIII iIIIIIIii I i i i � I Il�li i� illll lii ii i iiiii i ii � illll i i i I ! I i Il i i II i I I I I� i I I i i : i i i i i i _ _ J . i i i-�-- �- - . � I�- - - - � �-. I_li i - i ! . . _. i I I i I N ---_ I--_--� I� �� I---- H__ . _ � �_— �I i ___ II I I I II _ ___ - I� I� I I _ _� — I i I � _ _ I --- -- — — — — —_ _ __ ___ _ — W I : j I _:I III . :_- II! IIIiII I ; I � I ti I III I I II IIII I I I I µ � --- I I i _ _--_ �- - I_ __ _ I i � i i __ �_ _ __ � _ » ___�-___ ----- _ _ _ --- _ ___ _ . _ � _.__ _ �: I_. I __ . _I__ I'�� I-II-- -- - _ _ --- _ �- - - II� �. I� --- n--- I i -� � . - - - --- - ---- � � � III I I II i.I I IIl I IIII III I I � ' I � � iii i �II ----- i il I II li i �iill ill i , i �: i i iii illiii i i i i i i iii i iii I � i i i i i ii �i �i � � : : I I I � I l i � I �- I--- I -�- -- 1 ��_�_ I I� i l[�-_� � I : � �: � : i � �_ I I _. � I � i i � _ � _- _-� - -- --�. . -- _ i � i_ i I_ li II li li __ i i I i i li I I i_ I � i �:;< : �i� ��i _ �i� i i ��iii �� i�i ilili � � i I � � � w_ � i i �Ill�i ili�iii iiiljii�il liiiliili �iiiiiii�i�i �i�i�lilliii i l I i i I I i �>:F- � iii iiiill liiiiilil iiiiiiiii iiiiiiiii Iiiiiiiil i i i i i i i i �� RIPARAIN BUFFER IMPACTS SUMMARY I M PACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 1@ 30'; 1@ 60' 13+32 TO 13+46 -L- LT X 207.0 207.0 1 25' ; 21" PCCS 13+q6 TO 13+64 -L- LT X 195.0 195.0 13+52 TO 13+g5 -L- LT X 1077.0 1077.0 2 14+30 TO 14+61 -L- LT X 922.0 922.0 �q+60 TO 14+62 -L- LT X 14.0 14.0 �q+62 TO 14+g1 -L- LT 344.0 344.0 3 14+18 TO 14+53 -L- RT X 1174.0 1174.0 �q+50 TO 14+61 -L- RT X 300.0 300.0 �q+61 TO 14+74 -L- RT X 317.0 317.0 4 13+23 TO 13+45 -L- RT X 516.0 516.0 13+45 TO 13+48 -L- RT X 34.0 34.0 13+45 TO 13+gg -L- RT X 1026.0 1026.0 TOTAL: a�ss.o 1927.0 6126.0 0.0 0.0 0.0 0.0 0.0 Rev. SEP 2016 Rev. May 2006