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HomeMy WebLinkAbout20191579 Ver 1_Edge 54 buffer drawings_20191118F H U O U See Sheet I -A For Index of Sheets See Sheet I-8 For Conventional Symbols See Sheet 1C- I TO IC-2 For Survey Control Sheets STATE O 1 OR " I ' I'1 C ROL 1 A DIVISION OF I-IIGI-I\1V"A1"S EDGECOMBE COUNTY LOCATION: BRIDGE NO.54 OVER TAR RIVER ON SR 1243 (LEGGETT RD.) TYPE OF WORK: GRADING, DRAINAGE, PAVING & STRUCTURE BUFFER IMPACTS PERMIT BEGIN NCDOT PROJECT 17BP.4.R.101 -L- POC STA.12 + 05.00 T�S -12,13 RD ( EGGE1,7, RD CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 30 15 0 30 60 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) 6 3 0 6 12 PROFILE (VERTICAL) DESIGN DATA ADT 2018 = 630 T — 7 % * V = 55 MPH (TTST = 3.5%Q + DUAL = 3.5%Q) FUNC CLASS = MAJOR COLLECTOR SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT 17BP.4.R.101 = LENGTH STRUCTURE PROJECT 17BP.4.R.101 = TOTAL LENGTH PROJECT 17BP.4.R.101 = ly I b NI ,IDGE ono + SS.00 z bb \o \ �n END \� BRIDGE -L- \ \ STA. 17 + 85.00 END NCDOT \\ ;P.4.R.101 \\ -L- POT STA. 19+10.04 DIVISION OF HIGHWAYS DIVISION FOUR 509 Ward Boulevard, Wilson NC, 27895 0.090 MILES 2,, STANDARD SPEC/F/CAT/ONS RIGHT OF WAY DATE: 0.044 MILES EDWARD G, WETHERILL, PE 0.134 MILES OCTOBER 2018 PROJECT ENGINEER LETTING DATE: GREG S. PURVIS, PE NCDOT CONTACT. RACEVANS, PE FEBRUARY 2019 PROJECT DESIGN ENGINEER DIVISION ON 4 4 PROJECT ENGINEER 9TATR PRaIRCr RRFeRRNCe N 17BP.4.R.101 8TAT6 PROl.NO. A.APAOS.NQ 17BPA.R.101 DH80R@SION LITIL.. PW 1223 Jones Franklin Rd. Raleigh, N.C. 27606 / ETHERILL License No.F-0377 ENGINEERING sus: 919 851 8077 Fax: 919 851 8107 TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION BRIDGE #320054 PRELIM. RDWY PLAINS BUFFER DRAWING SHEET 1 OF 3 INCOMPLETE PLANS W NOT USE FOR R®W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. ■■■■■■■ll�1{L �i3iifi■■■■■ •n=- ME=a==e_■e_Nee■ 111 I%R,50 i� 1■■■■■ ■I■f ■■■ NONE 1 II 6 iN,4, 7■■■■ ■I■■U■ NOON 111 019Z64%\■■■■ II■■FA■■ NONE ■ 11fr ■■\■■E ■■I■■■ NONE 0 NONE ■■■■tnrh7x ■■■■■■■■■■ ■:L;� nisi a■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■ !9!!■!!!!9■!!!!�Jl��Ic����� ������■fY�iICCF<i■■■■■lT7T.1!IA■■■I �������������■■■■■■■■■■■■■■1■■■■■■■liver■■■■■■■■■a_�n1 ■■■■■■■■■■■■ ■■■■■■■■■■■/!���: III■■■■■■■■■■■■■■■■■■■■■■■NI ■■■■■■■■■■■■ ■■■■■■■■i;�■■■fir'/11■■■■■■■■■■■■■■■■■■■■■■■■I BUFFER IMPACTS SUMMARY IMPACT BUFFER REPLACEMENT SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) TYPE ALLOWABLE MITIGABLE ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft) ZONE 2 (ft) TOTAL (ft) ZONE 1 (ft) ZONE 2 (ft) TOTAL (ftZ) ZONE 1 (ft) ZONE 2 (ft) 1 230' BRIDGE -L- 15+55 TO 18+10 X 2136 634 2770 X 45 719 764 ITOTAL:l 2181 1 1353 1 3534 1 0 1 0 1 0 Rev. May 2006