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Home My WebLink About20171363 Ver 1_Impact Information_20171026� W •� d � �V0 _ � m w m � o � W W o � � O M n � ��^ V o0 Ory � m d 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 BUFFER 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 BUFFER DRAWING SHEET 1 OF 3 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HI'DRAULICS ENGINEER ROADWAY DESIGN ENGINEER Z O > � CHARLOTTE BURNETTE,ET AL O BUFFER DRAWING SHEET 2 OF 3 ALLOWABLE IMPACTS ZONE 1 BRIDGE � ALLOWABLE IMPACTS ZONE 1 ROAD � ALLOWABLE IMPACTS ZONE 2 30' 0' 30' GRAPHIC SCALE ' �CISTIN R/W � �`�� — � — �9� US 69 ALTe WOODS F F F F___ — 'rf: � . � . ,—, r-, ,—, - r -. _ _ - C � _ � F isriNc Riw �F � � SR 1339 C— — � �� __ __ _. .. . __ __ __ __ __ __ _ __ . __ __ ._ __ WOODS 178 SPECIAL CUT DITCH W/ CLASS B RIP RAP SEE DETAIL A SHARON L, HORTON O 0o PI = 13+66.76 � rn EL = 65.38' 72 "+� �� = 2�z� ZN� K = 115 , � 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) � � 48 LEFT MINIMUM KEY—IN � OF RIP RAP=3.5' � A E T I N UR CUT OFF EXISTING J ao WAS NOT PLOTTED SINCE THE ABUTMENT AND DEPTH BELOW THE PROJECTED m EXCAVATE TO NATURAL STREAM BED IS � LESS THAN THE EXISTING CHANNEL ELEV. 58A Q�00 — ,,, AS SHOWN IN THE PROFILE SCOUR c9 �� 36 QSoo — o _ $COUR � � � ^�� 0 00 /� O N � L / �.�� WOODS / OD5 ^ m LAWRENCE CUTCHIN, ET UX z 0 m 4 WOODS ) � 2) � J r- � r� � RIP RAP AT z EMBANKMENT SEE DETAIL C PC Sto.16+36 �I N� � BANK STABILIZATION SEE DETAIL B 13 14 15 PDE � � , N m WOODS BRIDGE 320086 ROW PLANS DOCUMENT NOT CONSIDERED FINAL WOODS UNLESSALLSIGNATURESCOMPLETED :� —� — �f'— � �� F �� / \ �� F N m BANK PROPOSED STABILIZATION EXCAVATION SEE DETAIL C 3 � / � F \ / \ i � ' u� —� � � _ -- 4" STONE WALL LARGE SIGN�� 8" BL WALL o � 0 — SPECIAL CUT � DITCH � SEE DETAIL D � 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 � / �� . _ us Nc Riw R��OOR� � `v' `C gRAN�H _� � N� G�Np 2�\` i Np� 9 � WELL 10" BR WALL�� O WILLIAM Vo LEGGETT, ET lJx SEE SHEET 2A-1 FOR DRAINAGE DETAILS SEE SHEET S-1 THRU S—?? FOR STRUCTURE PLANS 0 Wo 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 �;- � � � .;� 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� / � � 19 EXISTING ROADWAY GRADE , i� 20 78 72 66 60 54 48 42 36 BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. STRUCTURE SIZE / TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 Bridge 15+50 to 16+40 X 1544 0 1544 1 ROADWAY 15+05 to 16+92 X 1879 1849 3728 TOTAL: 3423 1849 5272 0 0 0 0 0 Rev. May 2006