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Home My WebLink About20170197 Ver 1_B-5330 Final buffer permit drawings_20170216� � � See Sheet 9A For Index of Sheets See Sheet 9B For Conventlonol Symbols �� d�� '�.� �� .,�'�� FRA11tl�LI1� C� U1�TY LOCATION: BRIDGE 1110.107 OVER DEVIL CRADLE CREEK 0111 SR 1413 (S UTTON RD. ) TYPE OF WORK: GRADING, DRAINAGE, PAVI11lG, A11tD STRUCTURE BEGIN TlP PROJECT B-5330 —l— Pl1T CTd //�Fl1M —L— SR /4/3 (SUTTON RDJ TO US HWY 40/ BEGIN BRIDGE —L— POT STA15+04A0 CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. � \ END BRIDGE �,-� ��;,��— POT ST .� � i" *`.' .'_�. . / : .�_.� _ _ .. � �P�O ,�op �L � �P O0 �P �i`�v�h'?�OJECT B-53 � s .yr�'�( f�.`L�'f�.� � � ��l �� BUFFER DRAWING SHEET OF r� SR �4�2 rPETE SMiTy Ro i �, DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared an tae o�,�e5 of� �nnauLres E�vcINEEx 50 25 0 50 100 LENGTH ROADWAY TIP PROJECT B-5330 = 0.144 mi. �� E�' V f� � T � ,,'�' "�� p ADT = 260 , � � �� E<�� ECOLOGICAL �� V= 60 MPH LENGTH STRUCTURES TIP PROJECT B-5330 = O.OU mi. �,s3e�";;• ' �•��_� ENCINEERING �� °�� a PLANS TOTAL LENGTH TIP PROJECT B-5330 = 0.161 mi. zot2 sra.vo,axo srEcrFrcnrroxs :ID � CLASS = RURAL Y.t. LOCAL RIGHT OF WAY DATE: ANDY YOUNG. PE SlGNATURE: � � 50 25 0 50 100 � � SUBREGIONAL TIER SEPTEMBER 23, 2016 rao�Ecr exciNSEa ROADWAY DESIGN ENGINEER �� PROFILE (HORIZONTAL) RlGHT OF WAY MICHAEL BURNS, EI ��.��. ��.�� COMPLETE: PROJECT DES7GN ENGINEER �yg p�� 10 5 0 10 20 LETTING DATE: LISA GILCHRIST, EI NCDOT CONTACT �,E PROFILE (VERTICAL) JUNE 9.2017 sicxnruxs: N 0 B5330-3 Pi sta n+�.e� 0 = //' 29' 02.7' lRT1 D = 3' 49' //.0" L = 300.65' T = 150.83' R = 1.500A0' Runoff = l00' SB = 4% DETAIL 1 TOE PROTECTION , No� �o ��a�e� O� uanl �'�p,�`F"0. sLovE �RouNo d F GEaTE%iilE d=2 Ft. Type of Liner= Cloxs I Rip-Rop FROM STA. 14+00 TO STA. 14+50 -L- RT ��,:.� . , . . �� DETAIL 2 BANK STABILIZATION �Hoi�o s�aie� 3.0'min. s.o NWS I.5:1 OR FLAiTER 4 GEOiEXTILE Type of Liner= CLA55 II RIPRAP STA 15+62 -L- �EAST BANK) � �UE� LT & RT � P E PUE PUE Q-- PUE PUE _// �5 ---- ------ 2'FDPS BEGIN TlP PROJECT 8-5330 —L— POC STAIlt50.U0 ----------�'rur� --- SITE 1,2,3,4 � O °��- � �- CLA55 II RIP RAI (STR PAY ITEM) BANK STABILIZATION SEE DETAIL 2 � EST 25 TON E5T 55 SY CLASS II RIP RA (STR PAY ITEM) sire i � N TOE PROTECTION —� / ' Y X X SEE DETAIL 1 �:' E CLASS I RIP RAP �� ,y ti EST 50 TON -�� / / � EST 80 SY GEOTEXTILE l-' �W� �� 4 REMOVE �- � /� SITE 3 / ., /� / : / �S/� � O / 5�/ �'� � �� \ \ \ O / PROIECT REFERENCE NO. SHEET NO. BUFFER DRAWING B-5330 4 ROADWAY DESIGN HYDRAULICS SH E ET O F ENGINEER ENGINEER /; �'�,: CLA55 B RIP RAP EST 1 TON Y�-y-�. � EST 5 SY GEOTEXTILE �'}" +y .y� y"-y- � N�� a�� 'y �y'L � �� 1 PUE — \��, �' � PU � �s wre�eows R E � PUE � � � � --------- � a� � LT 2 i o —�---� R o° W A r FOP,S� �� -- R ----- — ----zF�� a �� _ __ � / 'E 15" W/ELBOWS /NC.= � �' /� N 2 , O (lYP.J � �v � C= � � / p ?YP.I y,'� /y .��,—�i e._ CL455 B 21P RAP �. �� y � '1�� . EST 1 TON �.. � � �. �'�'�'Y .y�� EST 5 SY GEOtEXTILE � � � �� /�.a�M — �—� �... — . SITE 4 TBM 2 ELEVATION = 266.51 N 891467 E 2221057 L STATION 15+83.00 257' RIGHT NAIL SET IN 8' SWEET GUM TREE BRUSH 1� � � �90 ` �v� ,�,i: i ��-,' �ENO�NOGI�CNL �� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� 50' 0' 100' S �O lJ sca�E 25' 0' 50' WSET SCALE Q ALLOWABLE IMPACTS ZONE 1 N � ALLOWABLE IMPACT$ ZONE 2 E TBM I ELEVATION = 280.25 N 891343 E 2221628 L STATION 10+00.00 5 53"21'17.52" E Dlst 1121' NAIL SET IN 28" OAK TREE B5330-2 NOTE: THE CONTRACTOR MUST COMPLETELY REMOVE ALL EXISTING AND OLDER BRIDGE COMPONENTS. THE REMOVAL OF THE BULKHEAD MUST BE DONE USING APPROVED NCDOT BMP METHODS. THE PLACEMENT OF THE IMPERVIOUS DIKE IS CONSIDERED INCIDENTAL TO REMOVAL OF THE EXISTING BULKHEAD AND INSTALLATION OF THE BANK STABILIZATION. FOR —L— PROFILE,SEE SHEET 5 FOR STRUGTURE PUW5.5££ SHEETS 5—ITHRU 5-18 BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ftZ) (ftZ) (ftZ) (ft2) (ft2) (ftZ) (ftZ) 1 1 90'; 33" BOX BEAM 14+80 TO 15+40 -L- LT X 1444.7 723.8 2 1 90 ; 33" BOX BEAM 15+63 TO 16+28 -L- LT X 1363.8 648.1 3 1 90 ; 33" BOX BEAM 14+47 TO 15+28 -L- RT X 1878.6 804.9 4 1 90'; 33" BOX BEAM 15+57 TO 16+16 -L- RT X 1248.3 623.7 TOTAL: 5935.4 2800.5 0.0 0.0 0.0 0.0