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HomeMy WebLinkAbout20190466 Ver 1_470035_Permit Drawings_BUFFER_190115_20190410� �_ oi—� NU1— ��c ��� � ,e/ �O� � • � . � � � � ., � V W O � � � � •� `\ V l� � O V ����� �� ����� �������� �������� �� �������� HYDE C4 U1�lTY LOCATI0IV: BRIDGE N0.35 OVER SLADE CREEK ON SR 1143 (SLADESVILLE-CREDLE RD.) i � ��� i TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVI11lG £�' STRUCTURE BUFFER IMPACTS PERMIT � 17BP Ie.PR.83 o�o 176P.1. R.83 176P.1. R.83 - � � NAD 83�2071 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRAPHIC SCALES 50 25 0 50 700 PLANS 50 25 0 50 700 PROFILE (HORIZONTAL) 0 DESIGN DATA ADT 2017 = 140 ADT 2037 = 150 K = 10 % D = 60 % T = 6 % * V = 40 MPH * TTST =2% DUAL 4% FUNC CLASS = LOCAL SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT 17BP.1.R.83 = 0.067 MILES LENGTH STRUCTURE TIP PROJECT 17BP.1.R.83 = 0.016 MILES TOTAL LENGTH TIP PROIECT 17BP.1.R.83 = 0.083 MILES N� of Tr¢nsportation in ehe Office of.• � ETHERILL ��,o�suRe�ea`��:o� ENGINEERING �'60� T A�;�",y ZOl2 STANDARD SYECIFlCATIONS RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE PROJECT ENGINEER LETTING DATE: 1VCDOT CONTACT: BOB A. MAY, PE PROJECT DESIGN ENGINEER JOHN S. ABEL, JR. DIVISION 1 BR/DGE PROGRAM MANAGER HI'DRAULICS ENGINEER ROADWAY DESIGIY ENGINEER r.E. � PE PERMIT DRAWING SHEET 1 OF 4 DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED See Sheet 9-A For Index of Sheets See Sheet 9-B For Convetlonal Symbols 1223 Jones Franklin Rd. PROIECT REFERENCE NO. SHEEf NO. ALLOWABLE IMPACTS ZONE t ETHERILL Raleigh, N.C. 27606 �78P.1R.83 4 Note: Hi—Viz Pencing to be (BRIDGE) EN 'INEERING License No. F-0377 installed around NR-Eligible Bus: 9196518077 �W SHEET NO. P!O erties before construction 6 U F F E R I P T P E R I� � ALLOWABLE IMPACTS ZONE 1 Fax: 919 851 8107 ROADWAY DESIGN HYDRAULICS P (ROAD CROSSING) � ranrv5roalnnorvau�rvwrv6/oES�Grv-aa�oGE/SrRucruREOESGry ENGINEER EN ,INEER ALLOWABLE IMPACTS ZONE 2 ava/s�reoes�cN-c�s/cvs-mmsrRurnorvoeseRvnriom �ROAD CROSSING� ����n� � �n� �� . . . . . . . . . Existing Power Line e°Q1H...4P.Ro�°.., o�OP}F...ss o �;'�•,, . o �, o. :=,��EESS/p�` � �2.:QE /'� y19 Proposed Power Line c ;4 iaasz `.; e GLI 4 SEAL � SEAL . - 50' 0' S0' 100' I50' ����� • ' '' • �GINE��• �iq':FNGINEF:�''�`"�� '• N q,: �� ��i�,B�B �..��� M�,,,,,,,` ,,,,yFS i ���� ��J��,,� GRAPHIC SCALE A � � PERMIT DRAWING SHEET 2 OF 4 DOCUMENT NOT CONSIDERED FINAL ST JOMNS EPISCOPAL UNLESS ALL SIGNATURES COMPLETED RICHARp H, CREOLE ���� JEFF N.CREDLE � MADCE J.WILLIA115 /s a R�CNARD N. CREDLE p BE IN APP.SLAB NPE B-77 Oo f2) __ A.15+19.94 -- � � � SHOP CURVED W � es 7YPE- 25'.1 PS — Z � / — s15�/\� D p I — �o N �~ O 25:1 PS NPE-III TYPE B-77 SHOP CURVED ROP. SHEET PILING END APP. SLAB -L- STA. 15+30.61 -L- STA. 16+24.06 BEGIN DIRECTIONAL BORE SKETCH SHOWING PAVEMENTiSTRUCTURE RELATIONSHI ^�. `�'. �� M, R� REDDEN, PROPOSED EXCAVATION � EST.58 CY � � � • �' PROPOSED SHEET PILING � � � ' 9��, TOOLEY PROPERilES exis* R`" �E LLC -L-LT. STA.13+67.93 TO 15+3228 "^^� � %ISTING WATER_ Mt+RSN AREA -L-RT. STA. 15+o5.d9 TO 15+32.28 Ews* a`" � _ PROPOS WATER LIN SITE � ^� � 3o zs'��� � EMPNTENPNBE �� � F"r�Sr H � ° � �� .� '4j 'v zs �� ftD118�84 n' �� _-- \ 4 0 _ �-CR DL� �QrMi 1ENA13[E fN4.�f 0'�' � � - ' - EXISi A�W BY MA\N �� T� SR 1145 .. -� _ � �' ISFBUS • x 2- " � BY . F � W E%IS '� �' p � 0.�W �E " �iEN� N M� WOODS g 81 � CkFT � � � I \ —� MaRSH aREa MAO J.WILLIAM � i� B � 1 SLADES cREEx � JOESPM AI. � - �-�� � HOLl0Y1ELl �5� ��5� a ALBIN & SEARS ',� GLApE S.MA �� � I I PRO SS B RIP RAP PAD EST.2 TONS � EST.4 SY GEOTEXTILE SITE 1 ENLARGEMENT MARSH nRea o� � 2X ENLARGEMENT � � �� " � „� PROP ED WATER LINE � �� E (DI CTION� BORE) � � V � X�sr � � � R� ,� ��� _ w er � ,� � KeEcH .� \ Mq� � � � ���q C �� � � s � \ � � � \ ' \�-� /2. A � � �•. F V � � � , Xi�q � � �. �� � ,-�V ' , .���� ,� B� �ET � � � �g ------ T � � '• � — , PIER � RUINS�� � �� / � � � � � � � � � ����� � � �S� � � � � � F» � \ , � � V � � yO �a / / �9, � �u Cn '•� / � � i l � � /� �i�9�< � v Cf 2V �. V �, V� r KEE�� END DIRECTIONAL BORE AMANDA 5 SCRANTON VOLUNTEER /��.� /sEPTi SCMITi ARAISTRqs-!G FIRE DEPARTYENT 0 TA" 3 TExES L � SEARS DOROTNY $ MiTCNELL \ �'0 �'rfT q , SCATTERED TaEEs EXISTNIG WATER MAIN W`� � Myq 1 \ � � � � � � scnTr o � � ,1 r s I ol � � � � � �s, � F ����M� rr, � o� ��\ ��� �. � �r i � i ` V ����� �, a w , �� '�� � �� E� i— —,_ _ ��— 5 R�P � � i i � , >z- � -- -- � i � ---- ro s�RANroN ��� exisrR�w \ -- ��1 � �, /�-- \ — /$t— Exisr a�w � � � 4 `" � �� O MELODr C. WILL111A5 g � CHRISTOPF�R CHADNICK \ SEE SHEET 5 FOR PROFILE I SEE SHEETS 5-1 THRU 5-22 FOR STRUCTURE PLANS � � � 1 1 � � � � � � � � • � . � . � • � 1 • . . � � ���� •�•� • • � ' • • • � • • � '• • '• C' � �� a . , . , :. . . �e�������� a -... . ., . . .: a�� � : - : �. ���� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� • � �� - : �aaaa � Rev.Jan 2009