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Home My WebLink About20171363 Ver 1_Impact Information_20171026 (2)� ^ Y ^ 0 00 N O � LL 1 •� � V � � O V See Sheet 9-A For Index of Sheets �� EDGECOMBE COUI�TY LOCATI0111: BRIDGE 11t0. 86 OVER PENDERS MILL R U111 01V US 64 ALT. TYPE OF WORK: GRADI11lG, DRAINAGE, PAVIIVG � STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN NCDOT PRO ECT 17BP.4.R.77 —L— POT STA.12 + 19.00 US 64 ALT. I —L— TO SR 1339 (HARTS MILL 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) DESIG11i DATA ADT 2017 = 4600 T = 6 % * V = 55 MPH * (TTST =3% + DUAL =: FUNC CLASS = RURAL MAJOR COLLECT� REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT 17BP.4.R.77 = LENGTH STRUCTURE PROJECT 17BP.4.R.77 = TOTAL LENGTH PROJECT 17BP.4.R.77 = + —L— STA.16 + 35.50 END NCDOT PROJECT I7BP.4.R.77 —L— POC STA.19 + 61.00 T� SR 1216 B�N H gD•) ` I �'!�o a� �, O� � 2 � P�epored for: DIVISION OF HIGHWAYS DIVISION FOUR 509 Ward Boulevard, Wilson NC, 27895 0.123 MILES �o�z srannaan srrcrnrc�ru>vs 0.017 MILES 0.140 MILES �•��,�� ,��. t'ILOI[:Cl� UG'SfC.V Li_�" ��Ld�dzv.�� ,.��v� DO NOT USE FOR CONSTRUCTION S]'ATE E PROJECT REPERENCE NO. �� 17BP.4.RJ7 17 B P.4. R. 77 SHE�ET TOTAL SHEETS � , UTIL., fLW CONST. 1223 lones Frankl�ii . lelqh, N.C. 2i nc No.F" TRANSPoRTATiON PLANN/NG/DESIGN - BRiDGE/STRUCTURE DESIGN CNIL/S?E DESIGN - C/5/GPS - CONSTRUCTiON OBSERVATiON BRIDGE #3200d6 ROW PLA11tS PERMIT DRAWING SHEET 1 OF 4 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HI'DRAULICS ENGINEER ROADWAY DESIGN ENGINEER � 0 s � CHARLOTTE BURNETTE,ET AL O PERMIT DRAWING SHEET 2 OF 4 �DENOTES IMPACTS IN SURFACE WATER 30' 0' 30' 60' 90' GRAPHIC SCALE ISTIN R/W �`�� _ — W��dS U F F —F F � � �-- — — �tr'� r�� u ,�� — — — — — � — — — — — — — _ `9 US 69 ALTe F � � isriNc Riw �F SR 1339 �HARTs �i�; R�°�,'��,�, WOODS SPECIAL CUT DITCH W/ CLASS B RIP RAP SEE DETAIL A SHARON L, HORTON O WOODS ODS F m LAWRENCE CUTCHIN, ET UX z 0 m 4 WOODS ) � 2) � J r- � r� � RIP RAP AT z EMBANKMENT SEE DETAIL C �I N� 1 F ��,� 3 � q5 � �_ _ / C C c � � � 0o PI = 13+66.76 � rn EL = 65.38' 72 "+� �� = 2�z� ZN� K = 115 �o mv~iw •••`" `""`" gRIDGE 66 . GRADE AY ------_ (-)2.0286% (+)0.3319% -------- 6O EXISTING � � — � � _ — ROADWAY LOWEST CHORD � GRADE ----_ NATURAL � � � � - - . . CLASS II RIP_ RAR = --= GROUND iNIGE07EXTILE 54 RIGHT _ (2 FT. THICK) �I NATURAL (SLOPE NORMAL GROUND TO END BENT) LEFT MINIMUM KEY-IN � 4� OF RIP RAP=3.5' A E T I N UR WAS NOT PLOTTED SINCE THE CUT OFF EXISTING � DEPTH BELOW THE PROJECTED ABUTMENT AND NATURAL STREAM BED IS EXCAVATE TO 42 LESS THAN THE EXISTING CHANNEL ELEV. 58.0 Q�00 — AS SHOWN IN THE PROFILE SCOUR 3 6 Q5oo — _ SCOUR PDE WOODS BANK STABILIZATION SEE DETAIL B 12 13 14 15 /Permanent Impacts in $tream WOODS R � — — c F — BRIDGE 320086 ROW PLANS DOCUMENT NOT CONSIDERED FINAL WOODS UNLESSALLSIGNATURESCOMPLETED � �/ � F/ � E� i —� � _ � — —� _ Permanent Impacts in $trea m �� — — �/ _ — — — � 4" STONE WALL a LARGE SIGN�� 8" BL WALL of 0 — SPECIAL CUT � DITCH � SEE DETAIL PROIECT REFERENCE NO. SHEEf NO. 176P.4.R.77 4 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I'RELIMII�ARY PLANS DO NOT USE �'OR CONSTRUCTION / 1223 Jones Franklin Rd. ��, ETHERILL Raleigh, N.C. 27606 ENGINEERING License No.F-0377 Bus: 919 851 8077 Fax: 919 851 8107 rn.wSFov+ra�ac v�,wx�ecia�sc�r - ewaceisrAucruAe aes�cx cwnisne a[s�cx - asnrs - coxsrAucrav a�nva�av i � � � � / � US 64 AL� / � / o � / o� � / / � / US NG R/W SR � � gRANGH�R�°1 —_� N� G�Np 2�\` i Np� 9 � WELL 10" BR WALL�� f g/ BANK 3 SEE SHEET 2A-1 FOR DRAINAGE DETAILS � STABILIZATION WILLIAM Vo LEGGETT, ET lJX SEE DETAIL C SEE SHEET S-1 THRU S-?? FOR STRUCTURE PLANS o ��w o STA. 15 + 95.50 -L- o � SKEW = 90° PI = 17+90.00 �+� � ELEV. = 66.14 EL = 66.79' � °` � 1@90' - 33" BOX BEAM VC = 276' p� i" W/ 4'0" CAPS K= 115 � �- �� NO DECK DRAINS REQUIRED REMOVE EXISTING BRIDGE o � � (+)2.72$2� --- —I —7----- �+)0.3319% /� CUT OFF EXISTING � � � ABUTMENT AND . - � � � EXCAVATE TO . i — i -- � � ELEV. 59,5. - .� �� NATURAL i, i GROUND u- � � � .;� 2� (TYP.)� � LEFT � NATURAL �\'•�\ I � I I i 5' T PSj II RIP RAP Ri OTND \\ I/1 I I� ( PROP. FEMA 100 YR. � ELEV. = 59.8 �h I 'I � Q100 PROP. 100 YR. �� ' � �� SCOUR ELEV. = 59.3 j� I I /�I Q500 PROP. 50 YR. SCOUR ELEV. = 58J / I ✓ I NWS ELEV. =53.9 � WATER SURFACE ON DATE OF SURVEY - ELEV. = 52.9 (6-1-17) 16 17 ........, • . . . � ►'OODi�i'O�� • ��.�� : � """"'�"""_ _'�_/" �N� / _ � EXISTING ROADWAY GRADE � � , i� 19 20 66 60 54 48 42 36 CHARLOTTE BURNETTE,ET AL O PERMIT DRAWING SHEET 3 OF 4 �DENOTES IMPACTS IN SURFACE WATER 30' 0' 30' 60' 90' GRAPHIC SCALE STING R/W �R 1339 HARRD ) �� US 69 A � � WOODS PECIAL C T - DITCH W CLASS B RIP RAP EE DET A ,�kiORTON W 3 F�__ F —F woo OD�F � � � q5 C � _ C � — ' '� T 78 iii= I i �i �i a oo PI = 13+bbJb �i �i M � rn EL = 65.38' II I i I L �NM VC = 2%2� i y Zr� K= 115 �i � �i i .� C9 Q �° I II O OONw .....�....�.. _. � � � 66 . GRADE AY BRIDGE �� il il o � i i � ---_ (-)2.0286% (+)0.3319% -------- �I� o L EXISTING � � — � I'� V O ROADWAY ��__ LOWEST CHORD � �i i w GRADE — — � — I r NATURAL � � � � - - . . CLASS II RIP_ RAR = --= ii i � GROUND iNIGE07EXTILE i i� 54 RIGHT _ (2 FT. THICK) _ �I NATURAL (SLOPE NORMAL .� GROUND TO END BENT) � �� LEFT I MINIMUM KEY-IN � � OF RIP RAP=3.5' � A E T I N UR CUT OFF EXISTING � 0o WAS NOT PLOTTED SINCE THE � ABUTMENT AND DEPTH BELOW THE PROJECTED m EXCAVATE TO O42 NATURAL STREAM BED IS ELEV. 58.0 LESS THAN THE EXISTING CHANNEL Q100 — � AS SHOWN IN THE PROFILE SCOUR w c9 �� 36 QSoo — o _ scouR � M � — � ^ Y � O O O �m� 12 13 14 15 WOODS BANK STABILIZ TION SEE DETAIL B LAW,'�^� 4 1 WOODS IN, ET UX P AT 4 MENT DE IL C Permanent Impacts in Stream � / WO DS J — / �� Permanent pacts in Stream BRIDGE 320086 ROW PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � , � AR6EESIGNI�`�, /g"�WA SE BDETAIL C\ � �ILLIX�J��Uo�E L STA.15+95.50 -L- � SKEW = 90° PI = 17+90.00 � ELEV. = 66.14 EL = 66.79' 1@90' - 33" BOX BEAM VC = 276' W/ 4'0" CAPS K= 115 NO DECK DRAINS REQUIRED REMOVE EXISTING BRIDGE o / � � (+)2.728�° — i --- —I —7----- �+)0.3319% /� CUT OFF EXISTING � � � ABUTMENT AND . - � � � EXCAVATE TO . i -- i -- � � ELEV. 59,5. - .� �� NATURAL i, i GROUND � i_;' 2� (TYP.)� � � LEFT 1 � � ��" � NATURAL � I � I I i CLASS II RIP RAP R� OTND _ �'.� � � 5' (TYP.) \\ I/1 I I� PROP. FEMA 100 YR. � ELEV. = 59.8 �h I 'I � Q100 PROP. 100 YR. �� ' � �� SCOUR ELEV. = 59.3 � I I /�I Q500 PROP. 50 YR. SCOUR ELEV. = 58J � ✓ � NWS ELEV. =53.9 TOTAL APPROXIMATE WATER SURFACE EXCAVATION = � ON DATE OF SURVEY 305 CY (+/-) ELEV. = 52.9 (6-1-17) 16 17 18 PROIECT REFERENCE NO. SHEEf NO. 176P.4.R.77 4 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I'RELIMII�ARY PLANS DO NOT USE �'OR CONSTRUCTION �• j / 1223 Jones Franklin Rd. ��1 �, ETHERILL Raleigh, N.C. 27606 ��3 � ENGINEERING License No. F-0377 Bus: 919 851 8077 Fax: 919 851 8107 rn.wSFov+ra�ac v�,wx�ecia�sc�r - ewaceisrAucruAe aes�cx avnisne a[s�cx - asnrs - coxsrAucr�arv a�nva�av � / � � � 7� � US 64 i o I� � � � IRNGH�� °" � � � g � a � �Np� �� WEL R AL DRA�N ILS S- . FOR STRUCTI. 0 ,,, o p� — � �+� C�rnv, o�� u�v~iw""'-.- �� i � EXISTING � ROADWAY GRADE � � , i� 19 20 78 72 66 60 54 48 42 36 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 15+95/16+35 BRIDGE < 0.01 103.7 TOTALS*: < 0.01 104 0 0 *Rounded totals are sum of actual impacts NOTES: Perm . SW i m pacts = 335 sqft Revised 2013 10 24