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HomeMy WebLinkAbout20151307 Ver 1_SF-670023_Permit Drawings_Buffer_20151202_20151216� �o 0 V K70023 Permit Drawin�s tsh.d�n 12/1/20i5 72:51:17 PM TGS 0 � 0 ������ �� ����� �������� � �������� �� �������� ORAI�GE CO U1�T Y LOCATI011I: BRIDGE NO. 670023 OVER SOUTH FORK LITTLE RIVER 011t SR I508 (HAWKI11lS RD) TYPE OF WORK: GRADI11lG, DRAI11lAGE, PAVING, A111D STRUCTURE BEGIN BRIDGE -L- STA. 13 + 33.38 ro SR 1506 (CAVINESS JORDqN RD) - —_ _-__ _ � - _ - - - -----_ -L- STA. 11 + 80.00 BEGIN PROJECT 176P.7. R.86 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. —L- I END BRIDGE -L- STA. 13 + 90.63 � � � HAWKINS RD -L- STA. 15 + 50.00 END PROJECT 17BP.7.R.86 BUFFER IMPACTS TO SR 1507 (WILKERSON RD) n � � PiL��,INiIIVARY FL.�N� DO NOT USE POR CONSTRUCTION tVCDOT CONTACT: V I R G I1V I A M A B R Y HYDRAULICS ENGINEER 0r, owr,y c GRAPHIC SCALES DESIGN DATA PROJECT LENGTH � PLANS PREPARED BY: PLANS PREPARED FOR: ��,4 '�9� ADT 2015 = 300 �� � � TGS ENGINEER$ NCDOT � 15 7.5 O 15 30 804—C N. LAFAYETTE ST PRIORIN PROJECTS UNIT � � T= b %* LENGTH ROADWAY PROJECT 17BP.7.R.86 #670023 =0.059 MILES � SHELBY,NC 28750 l020 8irch Rid e Dr. � � LENGTH $TRUCTURE PROJECT 17BP.7.R.86 #670023 =0.011 MILES r� PH (704) 476-0003 Raleigh, t�C �7670 "��. ,�� PLANS V= 55 MPH r cORP. LICENSE NO.: C-0275 P�. "P oF bQ°@ * TTST —3% +DUAL =3% TOTAL LENGTH PROJECT 17BPJ.R.86 #670023 =0.070 MILES srcharuns: T�"" 20 10 0 20 40 � � LEONARD G. FLETCHER PE ROADWAY DESIGN RIGHT OF WAY DATE: � PROJECT ENGIhEER ENGINEER PROFILE (HORIZONTAL) FUNC CLASS = RURAL — APRIL 21, 2015 LOCAL R.E. BURNS & soNs co P. O. BOX T 168 4 Z O 4 $ S7ATESV�LLE. NC 28687 RIOJECT DESlGN ENG/NEER LETTING DATE: PH fT04)92<-86C6 PROFILE (VERTICAL) SUB REGIONAL TIER PE APRIL 21, 2015 2012 STANDARD SPEC7FICATIONS S7GNAT[IRE: SF-670023 Permit DrawinC psh buffer impacts.den 12/2/2015 12:05:00 PM TGS PROIECT REFERENCE NO. l7BP.7.R.86 fSF-6700231 EXISTING BRIDGE DIMENSIONS - 36'X20' (DOUBLE-SPAN), 90 DEG. SKEW PERMIT DRAWI NG TGS_ res ENG//�EERS Buffer Zone (BZ) Impacts PROPOSED BRIDGE DIMENSIONS - 55'X30' SINGLE-SPAN , 90 DEG. SKEW E��:,,--�_ �oe H/LLSBOROUGH � � L � SU/TE 200 Area ofAllowable Area ofAllowable TOTAL PROJECT LENGTH - 370- FOR BRIDGE �V�oo23 rr RALE/GH,/VC 27603 Bridge Impact Bridge Impact PH (9/91773-8887 within BZ, within BZ2 BUFFER ZONE IMPACTS ORANGE COUNTY LEGEND � /i ,ii ii �i� i ii , ii iii � � „ � , i SITE 664 sq ft 191 sq ft �, �� � ;�,,' �� � � \ � I � �, � � � c � , -, `� `' ,�� ; �'�'� � � �4� � � � � 1 � �I ���� ��� �� � � � � �� �� � � �� � � � � 1 � �._� �h �� NC GRIp � � d- � � NAD 83/Nq 201 � `� I r � /� � � i � � � � � � �� � ) / � V � � � � � � � � � � � FORREST FRANKLIN JR BEGIN PROJECT �� � � �� � �� �'� w ' � I � � z � �, � � � 17BPJ.R.86 001 -L- STA. 11 + 80.00 , `� �`� � ^ � � ����5 END PROJECT MARY R. MYONES � � � � �� �' ' UBP.7.R.86 EXISTWG TELEPHONE POLE ��� A� \ o �y CSI EXISTWG OH UTILITY LINE WOODS TO BE REMOVED �'� � V "� � -L- STA. � 5+ SO.00 � / � �� � �� � _ �� � NEW TELEPHONE POLE � \ �� � ` -� TO BE WSTALLED DUE�C�dIE DUE '�t UE DU .� � � _ _ � . � — exisnHc R�V+ . OP E�X STING��POLE � � � � . W� � -�_ - _ ExisnNc R�W �, � � i �w ��v-���-ti,-r- � � �._, �-���r��v � � ��.- ,-,-"_,.: _ -� _ ; �. , � � `� � � � � � i � T - - � - - -u=�; ��. ,.T ,.���. � z I . ____ �-'�t��4.�� ' ._:�z., . t, � `� . - - .nvr�^��' - ._ _-- ___ _ . ,\ , ' `� _,� -..w „ ._ �-kr _ � -- - _ F - - � �, � � � ,, �� C � � �. � � i � � -- � � \ � � vu _ � ` F � \ - ---- �, C / ----------- I I � .I i .� ^ - � � � — -- F , ` �b9 � _ ------ �------ ---- --------, — ____.T . ____ /�_ _ I... , . � _— . --. __ / ' � _ - � � F ' � — I _--- - � --- ' C� � �I 1_- _ I. _, _--- --- — , - r -------- -L- - - � - - � _ - - - � � _- � - � � TB 2GI f I� I� �,, I ��I � ''" SR I508 ( NAVdKINS RD 1 l9' BST TO SR 1507 (WILKERSON RDJ �,9 1 1 � lj, � � - �- � - - -- - - --- �_ � � � - — -------- — 2GI ---- � -- ------=_-- —.. _-- �- -- — . . ., _. . . . . . - R- \ �. ....� � . -r- � �� j 1 -.--.--.-- . ..._ TO SR 1506 lCAVlNE55 JORDAN RDJ � � � � _ _ _ _ _ - - � _ � _ _ �� � F � �------- i. � F --------- II �� F � ------- F — C >y ---------� ----------- ' i— ��g� � �� � -, �`�"' . . :. _ _ _ . � ._ y. � � � . . . . . _ �. . r.. ,� . .. ���. - _ - - .. �u ,��- - =1_ ��-� i� .. i �'2 ti - _ N,'21nt!`F�"L-^�L�`^"'�S`�"L�`'�� --i� -- _ �_ I I, - � ., — ..._;-r __ _ . -- ExisnNc avN � � ( ,-,� -- - -`_ exisnNc R��4 .�_ . i ✓ ' �� _ c _ _. � ,-r, -. _ ��� - - - � � ' ��' � ` 'a ��, r^�s"�-r' � - - -� �- � � � � � � � x /" ����� , � PDE PD � � - -_= - — -- � � � � � BM i � T-� PDE —�� DE E � `� � � _,�_ I �� � � � � � � � i � � �ry� � � � TRA'.. o � �`� �� � � � �� � 410=0.a FbS 60UP�� zw�` � V10-0.3 FTb " �ZI WOODS N S � � � � _� � I t-w I �X � N � �\ W� _ N D SSPATORPP DP WOODS . �� CLYDE T. ROBERTS � � � '? �� �� � C�a,ss II RIP RAP NOEL �y. BRADSHER i � (TYP.) I X � � f EXISTING TIMBER ABUTMENT TO BE REMOVED i I `' I AND SLOPES CUT BACK AT 1.5(H):1(V) AND i I LINED WITH CLASS II RIP RAP I I NOTES: � 4� (24" THICK, KEYED-IN) ON GEOTEXTILE (TYP.) 1. SOUTH FORK LITTLE RIVER IS IN -- ` I THE NEUSE RIVER BASIN. / i J � � / l '� 2. NEUSE BUFFER RULES IN EFFECT. �� % 3. DO NOT INSTALL DECK DRAINS. � � ��� 63� s � / � 6� 4. CLEARING SHALL BE PERFORMED PER � � tis -� � NCDOT METHOD II. � w � � ��� � � �� �� � , � �'� � , � � / � W �� - � ! � � N – � � � � � � � � �'3 � � � I ti GRAPHIC SCALE � �� :,� �- �� � ��� 15 7.5 0 15 30 � � � �� /.�� i i i � �����— f — � PERMIT DRAWING SHEET 2 OF 2 ��; ��; � SF-670023 Permit DrawinC psh buffer impacts.den 12/2/2015 12:0428 PM TGS