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HomeMy WebLinkAbout20190093 Ver 1_Johnston 141 Buffer Permit Drawings_20190122� � � � � � � � � � � � � I � • � � � � � O N • � BEGIN TIP PROJECT B-5654 -L- STA. 13 + 50.00 \ % � � 1 ti6� 16/wee 6� G� jp\ ti ,1(��(a ` �a9cLti � 1 y6� ieSs ,�Q Lc. / -_-_;� o� aa�� �� Pa�oo Q�. , C ,LQj Gar�co° eia ^,��'% � � %�- �t�'d: J\�95t� Car�xon Cf Oe� V p\. �,yD� .L'�,,'y 9p1N�ee�S arco^ � J �L� 50 : � `�� F� ,� �a e�y � q�a ,L�,j G\ ��e .L j�'� � � "'te y ,L�,1 c� a � aa�` � �st L � �� eaa r � ���� �� a, ��� �Ne\\G$ ����` �� BEGIN PROJECT �� t o 6 �/ ��"D�ac �/ Corn�'d//j � � ���� � � a / ti9� ti�� �i �a O �o 5/ ti t � `� ti�/ �� 0 P�� O � , r i � r --- ' p2 / � O e�t � Ra � ����� �� �� �� �� ����� � � � � � � � � � � � � � � � �Y � � � LOCA TI01�1: BRIDGE 1�0. �00141 O T�ER WHITE OAI� CREEI� 01� SR 1��0 ( WI1�ST01� R OAD). TYPE OF WORI�: GRADII�G, DRAI1�lAGE, PA T�I1�G A1�D STR UCTURE. � J �'9// ���� 0 1� < 'L`��� �`p o�. � A �asia�J R� d� �. ,1�Qoca , �O PJS�� �,�� � PJS�� a5a �1a � J !�1 � � � a�,,�J �� p� �,> v� ti a � /ti/ �� at �90 �`�8 Qs9� l $ G C ti�� � VICINITY MAP OFF-SITE DETOUR BUFFER DRAWING SH EET 1 OF 5 BUFFER IMPACTS PER.MIT BEGIN BRIDGE -L- STA. 16 + 36.69 GpRNWE`I.US RD� � ff� � f� f� � f� � � � � � � � � � z C� f� � ��� ��� ��� ��f� ��w �� ��Q ��z ��� ��� {{} ff� � ff� f� � ff} ff� ff� ��� ��� f� f� f� ��--- � �� — � __ �� END TIP PROJECT B-5654 -L- STA. 18 + 35.00 _�— — — — — ROA �SR 1550) WINST�N �� — -------- -L- STA. 15 + 39.31 END BRIDGE � I , `� / ; � s �� � i / /, � � � ��� � ��� � � � �� � � �� �-- � / ; �'J _ 15✓' \/ � i v� m � I o I � � i p N T i � � � To �� / 16/ �0�. "'Pdsd't ti% Y c or. 61 cp �Se �r �a7ct 'y6� 6� <a � �CE Dove Ct. '�Card'ina� Ct. �1 i�/ � ' � � O N � o� � Z � ❑ Booneg NC 828°355�9933 ❑ Tri-Cities, TN 423 ° 467 ° 8401 ❑ Knoxvilleg TN �a�g�� � Me���� 865 ° 546 ° 5800 Consulting Engineers � Spartanburgg sc 864 �574 °4775 Q S r12 V 1 � � 2 g ❑ Charleston, SC ■ North Carolina 843�97q�5650 828 �253 �2796 ❑ Middlesborog KY ❑ Raleigh, NC ❑ Charlotte, NC 606 � 2q8 ° 6600 919 ° 977 ° 9455 704 ° 357 - 0488 ❑ Atlanta, GA 770°627°3509 � Copyright OO 2006 Vaughn & Melton, Inco All Rights Reserved DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGI� DATA PRO,%ECT LEI�GTH Prepored i� the Offlce ofo HYDRAULICS E11�GI11�EER ,,,,,,,,,,,,,�������������„�,,,,,,,,,,,, VA UGH1� � MELT01� ���°°�� . � Q Ro """°� ADT 2016 = 10 600 1318—F PATTON AVE. \��o�.��Ess�'� ���'� ,/ �� 25 � �� ��� � ASHEVILLE NC, 28806 -� � S E A � ����- ���� FOR THE NORTH CAROLINA DIV ISION OF HIGHVyAYS =: 033023 := �� G� T = 4 % * LENGTH ROADWAY PROJECT = 0.073 MI �, �'�� :�� � �� �� 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S q''•.. F ER .� � Q �� O Ncirl� � P L A N S V= 4 5 M P H L E N G T H S T R U C T U R E P R O J E C T = 0. 0 1 8 M I �F�'� s�.��`O � �� P.E. � ,,,,,,,,,,,�,,,����,���������,�un,,,,,,,,,,.... � � * TTST =1% DUAL 3% TOTAL LENGTH OF PROJECT = 0.091 MI SIGNATURE: � � 2 0 � 0 0 2 0 4o RIGHT OF WAY DATE: � � JOHN LANSFORD, PE ,,,,,,���,,,,, � 0 PROJECT ENGINEER ROADWAY DESIG11t �����cN RO��''�, � � . CA FUNC CLASS = NOVEMBER 15, 2016 E11tGI1�EER ���°�oFEs's�'oy'ti9=,' �� �Q PROFILE (HORIZONTAL) LOCAL, URBAN � �� .� _ _ � � SUBREGIONAL _ =a sEA� �_ = � °° 4 2 4 8 TI ER NCDOT CONTACT: VIRGINIA MABRY LETTI11lG DATE: KEITH BRIDGERS ' v,��543 ��`; o�o\ o� �� p��Q 0 MANAGER PRIORITY PROJECTS UNIT �, �►NE ' NOVEMBER 15, 20�6 PROJECT DESIGN E11lGINEER '�',�'�'�, '�����"�P�`��`.�� �., C . � ��. ����������� PROFILE (VERTICAL) P.E. SIG11iATURE: LI\V 1 I�VJV�/1 % � LL- � ti � hi�e ��o/° �`z�' �,�°� V'`� � � ti9 . !„-.+„ �. � _ 1�j �� q / / / �� I � �� Sp�%n 0�` /� ,ypj or � �9 �a�ay �6 �% �o ,yo, �� 3� �/ \ �1�/ ,�, �'�� ti��;�. � o � �3'1' `�, $ �, Q 'I6 °\Lti .LOj K�oe o�. 3 'y�`t�c c°' y 0 ��3'� a c' �'�'/ / See Sheet �-A For Index of Sheets _, A��OWABLE IMPACTS ZONE 1 A��OWABLE IMPQCTS ZONE 2 STRUCTURE - No. 500141 ;, _--- E�P �� U U V g SE� IN �34��EFT BE ���-� ��N g� 2� 4 85, g � ���� \ �� LARRY GeGARNER DB 803 PG 47 � ---_ --/gL-I�0 / / / / � / / o g �8�° �: �� aa 5�--� � S / ��- % .. / � RI � � r �� � � _ Y ._ -_ -�y,F -�� IB�� RCP ; �, — � ' E P— _ � �= N � �T_ �� O � � � -- ..,..�.._����� �-.-. NCDOT DB 2279 PG 874 + 19aUU -L- 58,00'9 75a00' Lte + <� � �1�j�TiGAiIUi� ��;E DANIEL RYAN PRUITT ALYSSA RICH PRUITT DB 5242 PG 190 � +t�t�,UU -L 68,00'q 8qo00' Lto \ \ � _ — i �� �� 9 65000' Rto G ���0 2��� N a3 �P �p,0 +��OeUU -L- 58000', 75v00' Lto +83e00 -L 47,00'q 69e00' Lt, � X�% TL"JeVV —L— Exis1- �� "" � 45a0 ` � " � _. END PROJECT B-5654 ��/ � , 39� �" -L- STA. 18 + 35.00 .,� N ag 2� - � � � � / % �� � /R o //, - cs -.,��5 ON ��� R�p,DWP/� ;. � _ W ��ED � _ ���� � �� q_2 � �- � _�� _� J_V=203e64' --� ,;y Existo R/ , 43000', � , �. �,_ +45000 -L C�$S B� Existe R/�' Rp.P 46,00' Rt.. � R��T4NF \ 5SYF '-, �� � % � +LUaUU -L- Exist, R/ ___- - � - _ _ -- , -- �� �,�_,/ .� - c '� � �--g � � rn � r PUE — I � +89000 -L 58000' Rt� �, +yUoUU -L- +03,00 -L- �e�M� � 45000 Rto — CXIST, CC/ Vvv _ -- � � � — � � 42000' Rt��M— — � � � � ' � � � � , � � .s ` � \ � . „� : ` .,.� , : ��� 'v" L I I �'j r'i I �\ L t-1 L � DB 2280 PG I� DB 2280 PG 2� DB 2217 PG 46` f-.� i�,z.. r,� ��- D ETAI L 1 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'mi� Grade �� 2•0 Ft. GEOTEXTILE � END BENT 1: Type of Liner= 80 TONS,CL II Rip-Rap Geotextile = 85sy END BENT 2: Type of Liner= 82 TONS,CL II Rip-Rap Geotextile = 87sy FROM STA. 15 + 62, 36.5' LT TO STA. 15 + 67, 36.5' FROM STA. 16 + 19, 40' RT TO STA. 16 + 25, 40' RT D ETAI L 2 LATERAL 'V' DITCH ( Not to Scale) / � � _ Natural Fill Ground 3•� D n�•:� 1'�Ft. Slope Min. D = 2.0 Ft. b = 5.0 Ft. 3 PLANS FROM STA. 13 + 50, 20' LT TO STA. 15 + 62 36.5' LT FROM STA. 16 + 25, 40' RT TO STA. 17 + 25 41.7' RT LT SEE SHEET 4 FOR PROFILES _. r3 2280 �PG 18 �_:�� 2280 PG 22 o� i�� 2217 PG 46� �' TT� ��� , DB 1830 PG 7 Q�` � � � � � � � � � � � � � � � � z � �o �� �� �� �� w� �� �� �� �� �� �� �� �� �� �� �� � � � � � � � � � � � � � � � � � � z �� 0 �� t�� �� �� w� �� �� �� �� �� �� �� �� �� �� �� � � � � � � � � � � � � � � � � z � �o �� �� �� �� w� �� �� �� �� �� �� �� �� �� �� ��