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Home My WebLink About20151054 Ver 1_Plans_20151012UT TO CUB CREEK STREAM IMPACTS Length Type Description Permanent 76 ft Natural Stream Relocated stream in NE quad Restored Stream Design using natural stream design. Permanent 60 ft Fill Relocated stream in NE quad using natural stream design. CUB CREEK STREAM IMPACTS Length Type Description Streambank Class II Rip Rap to plug Permanent 3 k Stabilization downstream end of existing channel (UT to Cub Creek). Waterline Temporary dewatering, pump- Temporory 10 ft Relocation/ around, temp. excavation for Dewatering relocation of 6" waterline. Temporary 0 ft None No temporary impacts. / ,�� / /� � / / QSpO ft� Bbfto / % 8 �/ � // P Nvu�alGro�nd� aF�*oRE ° FaA�� o�*a�+ .�«FU.�� RESTORE��ALIGNED STRE� �NO��o Sm�e) [Wwu[i / / �°W"° ! D M1 50:1 ' �\\\ / d �m��.o-isri. ��m � � SEE - m��.d=i.s r�. ��60'��, �� DETAI D mineerx e /� �� MA / SEEDE C m., i c m.� e=z ri. �::°i fuom -i- nn. u.0 �o u+n ir / ��erai �,� / � 6EE D AIL B C BEGIN PROJECT i� � � �� STA. i .�� 5 ;1 /S� Rµ0 / / / / / � C1ft�� / �acE��+ / � nb �Pe p ao 5R 10 P / / i i .�r,O ,/ /SEEDETAILA �� \� �� + 7�.�� //��,po /�/ �/ SpR�NGS P� � i�/ V - � �yp� RpPPN � i � 1- - _ - _ � � M�N� P�E� � / � i � Sa��Yr1,P �� i / �� C i �, Q i� ,—'' �� c� \ / ��/ // .�-"` PR S � �m 9� i � lURBENCE AND TEMPORARY FOR PROPOSED WATERLINE 0 �� 1 A gM "I BET RONNI CORNETTEQ FIELD NOTES: 1. CUB CREEK IS IN THE CATAWBA RIVER BASIN. 2. CLEARING SHALL BE PERFORMED PER NCDOT METHOD II PLUS S' BEYOND TOE OF FILL SLOPES. GRAPHIC SCALE 15 7.5 0 15 30 SP-110014 PcrniitUrnwin6_psL.dgn9AG20152�51:50PMTGS � a 40 �� O /�� j< �� o � / /o /�e ; �� , P Q ;' o ;, P 0GQ . i� � DETAIL E RIP RAP AT EMBANKMENT �NO110 S[olo� WidIF porollel �, b llow=5' NoWm mund vive Hws eeo�e.ma �.ss Coir Fiber Motling iypo alLiner-<lou B 0.iµka o Geo�enlile �oe�< <o�, f�Be, Me�� -oai- na. ia+eo a1 ATS�'L. P `�,. o .; J ;, // ' /J` . p F� a i �- /---�� , i / WOODS � / / OODS � EXISTING BRIDGE pA, p� DIMENSIONS:25'-9" X 19' PENVIIT DI\l1WING Elm� (SINGLE-SPANJ, 135 DEG. SKEW PROPOSED BRIDGE FOR BRIDGE #110014 � DIMENSIONS: 45' X 24' (SINGLE-SPAN), 120 DEG. SKEW BU RKE COU NTY TOTAL PROJECT LENGTH - 360' PROPOSED DECK DRAINS: 8" X 6" SLOTS @ MAX 3' O.C. HORIZ. THROUGH RAILS AT -L- STA.13+22 TO STA.,3+25 RT. STREAM IMPACTS AT -L- STA. 13+56 TO STA. 13+59 RT. ��41r�:�4� DETAIL B j0/ �� w ftESiOREi REALIGNED SiREPM � o Nalb Swle (,?' � �� 83{� �ES`s�E ` 4 . .. �'A� �'c'o `�°�— ., pv£",,.<--- � a re `M°,'mn�`" � /S0 .'� PLUG DOWNSTREAM END OF EXISTING Ro« owm� on u�K�orys veerec.xu� ni / CHANNEL WITH CLA$$ IIRIP RAP c�.ssieir�u�is��mc uexioH ceo.enne (2' THICK, 1.5(H�9M MAX.) ON GEOTEXTILE Faou -i- sra.i3ws ro ie.ss i� / )'�lB � i � CLASS II RIP RAP ON GEOTEXTILE /� InP.� lNI�OHNETTE I �,�__ a�-4 �_� _�� DRAINS —�� i i / EXISTING 6" WATERLINE TO BE ABANDONED F�ELU V0.01ECi 0.EFE0.ENCE NO. TGS ENGINEEF:S J06 HILLSBOROUGH ST suire zoo RR<EIGH.NL 21603 PN l9/W ��3-BB(Il �o-i.s�oF..i Min.d=15 F. B=I Fl. DETAIL C CINDY K. MCLEAN aES,o„EO aEp„�„EO s,aEM, �N011o Smle� h i�a ��_ �� __fiIl5lope _°1n �— 9 D 1� 509 \ / c� ^ M��.o=is F�. �e�, e 'u�.a=is f�. i.cno.ri CqP fIBER B=] f�. WOOD� wTnc �rvq 6=5 Fl.�MIN,SEE %SCS) vaom �-srn.is+n ro u.as ir � O� � hx \ \ , ,� , ,� �\\ \ \ � ��\ \ �� o`� � � �\ PROPOSED b" DIP WATERLINE TO 8E INSTALLED BY TRENCHING (SEE SHEET 7) RIPRAP�AT EMBANKMENT (SEE DETAIL E) END CONSTRU —DRI— STA 11 + \� \ \ \ \\ \\ �\ �\ 1 P \TRICIA DETAIL A �.�. " �I �� ROCK PIAiING ( No� �o Smia� L�?�' _�F . e�c,o..a ,SEE�s I D I s �,a.,,.� ��a`�,z�" r �� rvermelUwne I � I ao=,.a:��, o� .�,,,off, =,EEPE..�. , �u �,.,��<K ur..,o� �EO.�,�� I� I raoM -i-sln.�a«ao ro i3.os �r � rn� END 176F —L— � � S9 \ w� �C 9GGB n o c9\ �� \ � � 9r \ �t^ o . 3A A. HIL PROJECT STA. 15 + 30.00 �\ � \ \ � � \�� \ \ \ \ \ PERMIT DRAWING SHEET 1 UT TO CUB CREEK STREAM IMPACTS Leng}h Type DescripTion Permanent 76 ft Natural Stream Relocated stream in NE quad Restored Stream Design using natural stream design. Permanent 60 N Fill Relocated stream in NE quad using natural stream design. Temporary 0 ft None No temporary impacts. DETAIL D 0.ESTOREO REAIIGNEO SiREPM N raI (NOtla Smle� G�nd M1 a ° � M �, . �a.A � J"�. MAn Mvl :"B% FNOM��-SiA 13Y35 i0.i3f)' - \ee ... .'// B�G1N_ PR� 17BP.13.R,1 —L— STA.-11 � __ � i i ,�- i�,�5,,� �� 8 0� �ft �0 � / �� /" � �// j ji '; i � - � %`� �_ '� �,� � � �i- .: ,/ / ��i " \ �REE�N � '�. / � _� 4 ��g� p0 `, ��/ sP��EP�� ,� , �r , /� / �y . � / � >l �_ i ,/- � I �� 2�, � � � � �i.00 �� NaO. % � � � � sea��'� /�� i � / � �\�\N•�pP�E� ��'/.� . 50. ZC � I' � �i�:; � � i ��- � i� � � — , i,F�i / �� / tt� B FIELD � NOTES: l. CUB CREEK IS IN THE CATAWBA RIVER BASIN. _, 2. CLEARING SHALL BE PERFORMED PER '� / NCDOT METHOD II PLUS 5' BEYOND �' / TOE OF FILL SLOPES. GRAPHIC SCAI,E � 15 7.5 0 15 30 �fIT � � �" � / SI'-110014_Pornu� Da�vingsskdgn 9/I6R015 2�.51:02 PM TGS � � �6�„ °; R �MA CUB CREEK STREAM IMPACTS Length Type Description Streambank Class II Rip Rap to plug Permanent 3 fr Stabilization downstream end of existing channel (UT to Cub Creek). Waterline Temporary dewatering, pump- Temporary 70 ft Relocation/ around, temp. excavation for Dewatering relocation of 6" waterline. -: � � TTEa�/%� �, iYPOdLner CIoSzB fobnc oni sr� Nws +I' � �\�ft nB R�. �QZpey�� NQg � 0 �� EXISTING BRIDGE o�MEN5�oN5: z5•-9„ X,9• PERMIT DRAWING �rGS T�= E��,�EER= SINGLE-SPAN , 735 DEG. SKEW e.��x�cas �os rnccseoaoucra sr ( ) �r suire zoo PROPOSED BRIDGE FOR BRIDGE #110014 r.' R`�E�cr.mc z�so3 DIMENSIONS: 45' X 24' P.+ rsiw »s-aaa> TOTAL PROIECT� ENGTH SK3 0' pURKE COUNTY PROPOSED DECK DRAINS: 8" X b" SLOTS @ MAX 3' O.C. HORIZ. THROUGH RAILS AT -L- STA. 13+22 TO sTA.,3+2s RT. STREAM IMPACTS AT -L- STA. 13+56 TO STA. 13+59 RT. �'�� ' � �'�'�•�� . I � .. DETAIL B �P�' � / � �� RfSiOREO P�fALIGNfO SiREAM �y�` �' '�a� .-15 � 1 N�� i� ' �na��o s�oi i � A �� +�:;. . � . �i . '�... ��_'�l��q ?0� � �G°o �°e— :i� o ��ES\s�--� � 'm�— o_a � PCUG �/ '�e CHAI i . (2' Th �� / � CLASS II RIP (tAP � ON GEOT@XTILE -�� TVP.I ,._ � \ „ - 4 �_._—. _ 8L-4- ___._ �-` ��--\F--�- T�� _ ��\ �\-, \� . i � a r\ " � \ � B � � `!a v � cno�. NST�,W.1 END OF E%ISTING�. ` m� ��s M� d ts F� CIAS� N11N I�l Ef F0. o11.1N i:l 'ITH CLA55 II RIP RAP �� i � �ia`u � e.r.,i� B R r+. i�H):1(V) MAX.� ON GEOTEXTILE �� F�M i ire ia.as io �a xs ii � A DETAIL C � CINDY K. MCLEAN � xes.oaeo xuucHeo srxeau ' �NO��o Smle� \ .,o� - . i� �Iyy{q� ,�_ �uisi o< c .na.... � T.rLond B.) D M1� SOi � �— � �a \ �� ` M1Vn. D=L5 %. �eun cnn \ \ COIFiIaH �B- Mirvd=I.5 F_ . �W�� ru.mne tmi e-� �. L� Fl. �MIN., SE£ XSCS� �`� . -' �"fROM -L- S1A.13i15 i0 13-35 li ".. �� . � �� ' `, END PROJECT �� ' 17BP.13.R.150 � �� \�� —L— STA. 15 + 30.00 � �0�//��/,' ��' / ��/�� ______ � / � � // //�, �i � � / �(�lF' i / � / , � _ _ _ / � ��;� i ' /,�, . �/ �� _ m`��i _- ;' �� : ' oP E� b"e� . .\ � �� \� �� . sr � � � ...._. _ _. Aq�� A �aFF� �. � �� , . v: � V ° � � ,ti �, � �� .\ ° \\ \\\�r\ ,, V�� \ � �� A � \ \\ \� \ \, �'a`'' � ��i �'; \\ \ � \� ��.'`. �. .�..\ �',. �A� ��V �.� � �� . \� � �� \ � V � �� Aea �, �� \NINGz �� .��';��\` �. 1,21Q_ 1,2 _00_ .1,1.90__ 1,18Q_ 12+00 ST RUCT URE HYDRAULIC DAT A DESIGN DISCHARGE = 850 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = I196.6 FT BASE DISCHARGE _ 1200 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = //98.32 FT OVERTOPPING DISCHARGE = I200 CFS OVERTOPPING FREQUENCY= l00 YRS OVERTOPPING ELEVATION = I198.15�� FT =•OVERTOPPING ELEVATION REPRESENTS LOWEST WHICH OCCURS AT LEFT EDGE OF PAVEMENT @ SP-110014_Pcnnii Dnwin�pll.dgn 8812015339:14 PM TGS 13+00 HIGH POINT ON DECK/ROADWAY, -L- STA. 12+g6 �� 14+00 PERMIT DRAWING FOR BRIDGE #110014 BURKE COUNTY 15+00 PERMIT DRAWING SHEET 3 -- -- _ .... — — ------- — -- -- _ _ —_ — _ — _ _ ! -- �� __ _ I . � I _ ' ' : I � ' i�. � y 0 � 5 PROI REFERENCE NO SHEfT NO. ; � � �� ' � � I I t � u e #11 4 .. . � x-i m � L ' ' j I- Bn�lge C 001 �7 �� 178P 3.R.150 75 YO 6�5 60 � 55 50 5'� AO 35 30 25 - 20 1� lq > � i0 1,5 20 � 25 �30 35� 40 � 45 ��50 55� 60 65 ,zo � . � �. . j �� . . . � . � f � � �7� �z�o ; , , � j .� ; � . 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'� a ' � . _ _ _ _ � . . . : . _. � .t � �� ' � I � I ' ' , I� ; ''-~ - I # - - ; _ � _� � 75 70 bS 60 - 55 5'..- 5 - 40 .- 35 30 , .. . J I . .. ( �•. . . _ _... . 1 mma �.� �. . ,Q ,_�, �-0 I '� � ... ..�� . , � - � -� i � _ ... ._ . m� i ; mH« ' 25 � 20 lb 1 1 1 20 30 35� 40 � AS i .'.$0 55� 60 '�, 65 'llQ9J9R� xW9EU$/31/141;_1111J:00_A_M_T_QS____' _ _ _ ______________________________________________________________________________________________________________________________________'__'.....'__________________________'_____________________________""______""_'___________________"______________' '_ �-- _ --- - ---- ---- - - -- - - - _- -- 71Qa�a__adr_sJ9e^-v�5p411b4h44¢M iGS.. _ - -- -------------------� -- ------ � ----._.. -------------------------------------------- �--- �nlaoa4_R_dy>ap19xa2q2124U9_92£&.AMlVS __.. ._____"__' ________________ � ...._.. _..__.._. ..._ i ____ QQ 'ORl'- FL SIO.10t393I � � DETAII D 5 .(!RA V DI�C I �2� -ORI- PRC Sto. 10+7370 w'�'° ° � /' C3) -ORI- PT Sto.11+0752 ��-,�"..: I BFGIN�ts�C L �3fA 13 � -OR/- POT Sta. /1+3252 � . - '� �o / �-OR2- POT Sto. 10+699 «.,.u�� - ti,,, ,>-,,, /� ser oewi n rsa. o ... __.._...'_____ ' � ser. oetnu. � ic. / _ _ _ __ ....__.. Fuo �u srn m eo io s � � st vra� eR oc is sie� r / s sM se % ie � '� PHOP 22 5° HOHIZ �....Re�.T, i� I -ORI- f�Slo%(1+645/..._..l'iStoii+9lD3... f'3S1a�Ri�TyU:�--��a� !� 75' 04' S2.0' �LTI p 4 26' S3D' �RII ��- 25 h0' 20.(Y' (U7 4- 26 / 0 /9 45' 25.8' 0 3' 28' 209' D- 76 7Y 39.7' O- 76 l. 12695' L 128.07 L S3.f17 C- 343 1- 6451' T 6208' T- ilTO ! 17.4 R= 290.00' R= Ib50.(kY R 751b' _ R= 75 OS = 30 Mf�n �`�IN F'P(�JECT 176P 13 R 150 i i Sm i4+1035 PI S�o 15+9/59 -L- S7A 11 4 70 00 /� ' 6T4/'54.0'lHI1 p 446'10.0'lLTJ � 0- 22 55 05.9' 0= 4 32' S75' " - 277.94' L 4995' // Pc. i �- 15530' 7 - 24.99' / �"� R = 250.IXY R - 600.W' '� -+'0� Si = �.�Q g��:f��P �� EPt+'. ��d OS = 30 MPH °�'Of�E� �""` p�EO / ccua�- j� sR z�� / o � o / / F � c� / / � / / /��.=P�� I ll �.�_ / L" PC 5�0. IOtW.� / �'�� / I __.. _ / / cer // / // s e�' a % � /� / / i � � /� /i I]ETAIL C � PIP i ( M xom s 3'lO.CY(RTI6„ WATEHLINE j � �Y/ L ... >� � _"._ �....,-� 23' 39.7' /� STA 12 : 62 bq% �'f / � �. �' / � 6EGIN FDPS / 0"0 y , - � �j n . � � /� L PCC Sl�/L+55D4 � t�i �� 1 / _ j / , � u sso� � � Fi i �� i - -,� �. c ��r / /� �A �'m i 6' '-__,��Q�'p \ �P � � // 1 i ��eu� � � . _ � � __.... _ ��c°v rzziv� � � -zG� � � �cuv �� o, � f��S° $ °, i o+ao_�'f11�..mxr� in � �room } /\ �� N rzs�o � aoo �° ��_ p i t oErnac/ , i .A s+o c � �-rue-r'.- � U F?�jj�� 3000 � � t / CN551 11 RA> �O / i � 1�/ n oN c¢o�rx� �'oa000 e �� o ��\ /� o' o � E � i A- STA 12 i-A1,6�0 �� . � �. �� / �N 6E6W FDPS � � // eW'f' .D o i � � 8 / W /; EEA � � / / � d � � ��ON _ O�� `� F�� 0 Fo`� �� 1�y�%�Sf �A � ,' �` r c+ww�; �� p s �j0 = � cmo .. _ . �,m y aoNNiE w. & . � �a 00' � p ��/// ��5 �. BEiiYLCORNE�iE � \�1,�° � , �qlto�E" / �° o e � .>. s OB 89l PG 9i8 � /ll �'yl � \.. /� � � �g F�9 0 / ` � �ETAII A _.. _.. _..___ . _.. .0 � PflOPOSED 106 LF _ ....r°'' � � � / -� � I�L��y o e _ . � .<_ _. , , . � . �_ ;: ...� �� FE _ ,.._ _.• I =. . ___ _ _- , ,-" f. -�, i .� e c i=, x Es .wiv .. .wrrn. sc n.a�[.�. cr , ,,2,z -WLO1- i,sos PROP 11.25° VEHT. BEND WL01� STA 0�0].16 PFOP 22.5° VEflT. BEND 1,204 -w�oi- sTn o+ie.as PFOP 22.5° VEflT. BEND -WL01- STA Oi32.34 �!! ��2�0 � ! /i ;- 1,196 \\ � '---� � � // ��92 �� 1 �� 1,188 1,184 1,180 0+00 3' MIN COVER � BEGIN WATEF LINE TIE-IN TD EXISTING 6" WATEP LINE PFOP 22.5° HORIZ. BEND -WL01- STA 0�00 -L- STP 13t00.37 flT 19.85' Bn�kc 110019_m_(Ny sh�4)_UC(ml corei Shi4)ysL.dgn 8/3 V2015 2:5938 PM TGS 1+00 0 J ;,e ;, E$�� /�I P { f _' � � y �� _ - �-- !"^°�an! PflOP 22.5° HORIZ. � � BENO -L- STA. 13t74.16 FlT 37.82' j ' PHOV 22.5° MOFIZ. BEND L STA. wE w.& '�' 14+08.19 NT 13.95' eE I.CORrvEi*E ��Ox K aCLEaH 7IE TO E%ISTING 9 B93 PG A18 OP i) PG P6 6° WATEFLINE L- POC o 14+0 2 ..-s f-15Rl�-� �n. l )O� , _ ,,,,. .. ,,,..�,,, _ aso n_z oao P � p � // I L80'J f' ,••�/y E' asno� -� / L__$TA 1A415_0_7_ / END FDPS - �°'REIOCATE 'FENCE (BY OWNER� pROPO PROPOSED ASPHALT D� � GRAV[L �RIVF OR4 $TA lf ocian o FND CONSTI D[lA1L � Y N, n _ � PHOP 11 25 HOPI2I ." � �. BEND L STA I p i36.06 NT 31 61 � 511 DN . coa s w.c o sr a�o mw. � � BY_ D B7: ED 6Y: � j�j�l TGS ENGINEER$ � BO4-C N- NCA2a SOST SHELBY, PH 704�A76-0003 CORP. LI�ENSE ND_: C-02>5 Burke Count UTILITY ap� Bridge #170(�14 CONSTRUCTION h " �� \ veraic � � D� � � n \ � � '" � _L_ NILOE�RAN PG 423 1-Nt) Pic)1hC;7_. �17131' 13 I� 1.`�(� - - I� S(A I > I-3U.00 � ;- � - � - � � t . � � - , - . + -� , --- t- - � --; {-- ; ' - { --' -I-- � - -{ ` t , �;- � 1 � � � � i � i � � r. k � j- - - . � � _ ` � � � r � � � � � I � ": I � f i - � � � � . . '�J.'_ { ' __ -' .__ � __' { _ i-' _ _ -- - - - - - � - - `i' r I- i � , I � j !.G � � � 11 I PFOP 225° VEflT. BEND � - - �- � 1 -w�oi srn o.aa.sa . _.�- .-. _ -� __ .� . _�. ._ � -� .�-.. � .:r � . - � - �- - - � _ PHOP 106 LF OF 6" WATEF LINE I ... � - � .. . . .. � . I ! - I � .� �� . I . (�UCTILE INON CLASS 350) � � � � � , , � � , ; ; � ; � _ r __ � . _ T _ ' � � � � } - +- * - - -� I ' I i ' � ( � � � � - 1 { � ENO WATEF LINE . I I� .:.! 4 � _ "TIE-IN TO EXISTING . - t '"-._.j� ` i ... 't' '- "z ' j "' ` ' � - � �� 6" WATEft LINE 1 � � i i � r � PROP 225° HOPI2. BEND � I - - � � -,- � � - , - -WL01- STA H03.08 � 1 ` � ' -L- STA 19+08.19 NT 13.95' �EGEND (I t{ � -PPOP 225° HOFIL BEND / - ,�� - � '_ t � -WL01- STA 6].BO :- I -� � - � � �- STA ,3.,q.,6 RT 3,.82- --�-�-�-�--�-�- PROPOSED GROUND PROFILE C �- ; ' -PROP 71.ffi° HOHLZ BEND - " " '--y ' ' '- t "- -WL01- STA 0+34.12 �. � .�-. j . .� � �. -- � �- 5TA,3.36.06 AT 3,.6,- --------- EXISTING GROUND PROFILE _ ! `-_ � �s�� \ ,,z,2 t,zoa 1,204 i,zoo 1,196 1,192 � �� 88 1,184 ��8� (l� --DRI- FC Sto.10+3937 DETAIL D svecui weau �w oucn U -ORl-- PRC Sto. l0+7370 , ��° �^,_� Q3 �-ORl- P7` Sto. Il+P7_52 ,. ,,,p � -PRh POT Sto. ll+3252 °°°^° (5� -DR2- PoT Sto.10+6927 s��+�a �«,.o-i r�. ____ — ero�a�= rzw �\ faoM-oai-suio.eorosu.ii.00�r �� ISfE ��tCH GMOE LHIS SHEEp \/ FSi. Y5RM:55 SY /� !� = 25' 04' S2A' (Li) �= 4' 26' S3.0' (R71 �_?_5 5CY 20.0'lLTI 0= 26' 13' I0. D-!9 45' 25A' D=� 3?G' 205' D- 7623' 39!' D 7623' 3 L l2695' L= I28.P9" L= 3382' L 34,32' T�- 645Y 7" - G4D8' 7=!77_O" T 17.47' N= 25b.�` ft= lb50A(Y R= 75.0(Y R 75.CYJ"._.. se = oa4 ftEGIN.,,_PROJECT OS = 30 MPH 77SP.13 R 150 PIStal9+10J5 PlSfa/5f9/.59 -L--$TA.11{�70.00 � L�= 63'4l'S4.(YlRTI �= 446'IOfYlLTJ �� D- 2255'059' D= 532'S/5' i� L= 77794' L= 4935' /� Ra� P= 15530' T= 2499' i ��" R= 250.IXY R= 600.00' ES �� / ��'' ��+ DS = 30 MPH °� SE�%/ ,a�'-ap�EO�'P// --._.__._.— N'E� __- � / sa�' ,' / � / / i / / -�_ nr c�� n4mm /—L- PRC 510.1I � /�/ t D�=1LA �ESro�E�Hni �uvi.°� ��" , � °�rl ".i s<s n. �mw.. d 5Y FSI.COI0. 41Bf0. vw1IING 50 5Y. WE.15 CY n�� .a ji3"i-A 13-i-24.1 s[e ocrai a�� SEE DEtAIL B � � L-_STA 12 �. 61 6� . o .��"'• - BEGW fDPS / � �" ,y'� PCC SYgi1�5504 � � / � � js% � . / � .L i � g•. �k �N� � �� Q'\ � � �,� �: n _E;,�,� � A ��Y� iR � � Foo ou � nN i tx�/ oon� � � � sso� � �� - ]OO�jq551RIPMY �� ' ON GEOif�ILE �j � j]eJ % / �" -L- STA 11+b1.h60 � , / / �i� BEGM FDPS n//O�Et s % pN� , c �i (5� nzrs i/ `j' �� O y�1� �� Ow G9Cwiu 9I00 PoNNE w.& i/ S�p`?eoo� BETTY L.CORNEiTE v ' �8 B4J PC 9i8 �/y � "^°^°1- ��/�/ /� "� / a i � o /d�ef � `�u�.wm.i �� _/ � &��/ � /i O / � / �- % ) / / / / � rut � wooaz Burke County Bridge #110014 NAD 8�?�il ENSURE THE CHANNEL IS � FULLY STABILIZED BEFORE RELEASING JURISDICTIONAL FLOW INTO CHANNEL. d f ZI�: � ' RFLOCATE `pENC[ j6Y OWNER� aaoeoseo \VEt DRIVE p rcio E Dp p=1LNB F[smF[�xmr ��m%I 51 .,d WSTALL MATfING IN THE PROPOSED DITGH LINE ;1- STA 10+20 TO 10+60 CINDY R.uCLE4N OB 1396 PG 26 iO4J9 = � n.os w RFiERENCE NO. I SHEEf NO. For $lopes Excavated Greater Than 10 feet Install Matting for Erosion Confrol on Entire Slope as Work Allows. INSTALL MATTING IN THE PROPOSED DITGH LINE - STA 14+20 TO 15+00 EST.45 SY C Sln_ f4i59fi9 = g � FA' � a � II � \'- I � � � � I � � \y� O ENU PROIEC7 -- -_- 77HP 13 R.150 �- srn. i� -� so.ao -L- PT Sto.15+329II. -L- PC Sto. l5+6660 � PLANTING DETAILS LIVE STA[�S PLANTING DETAIL LIVE STAKE sauaac cur � euos �raciNC urwnam UvE CUtiING U/T-T OIAMEiERI 2 - 3 Feet ��E ��r 50� 45� , BANK STABILIZATION WITH LIVE STAI(ES NOiE: LrvE SiAAES SIIFLI BE SPACEO APPRO%IMAiEIY 9 FEEi ON LENiEfl LNE SiAMES SHALL 9E OflrvEN ONiIL APPRO%INqTELY 3/9 OF LNE SiAKE IS WIiHIN Gfl011N� BAItGROOT PLANTING D�TAIL DIBBL� PLANTING MI:1'H011 USING THG KI3C PLANTING BAR rua e11=11Gi �5�� 11—ft� . ��nP� ai:n.n=4=II �lf� ,ifu �ul QnP'u°� �-,� ,�� a��aunl il,�ir irnirn'n� �ifmII=if�1�n'�ii? CII=1 II 11 1 nR��.3 � T �- �i�nIl L�ej[e 7frn rnnnn� ]f�➢a1fullRl e 511t�nIlif�� r�ni� ,_,�- �,-„�,� Q° °a ;��vuvy �i .��n�' znn��n Q•II•II:n=n=i= RuH?�if�iiIl$uiru PLANTING N01'LS: 1'IAi\'7'I�G 8AC During pinmin8.eeedlinge shell be I�ep�t i�6 e moist eenvee bvg r wilor wn�einer w pavw[�he mol s>scems from drying. KBC PIANTING tlAR PlenGnR bar sLallhere e blvde ei1L e viengulv ross sce�ian, end shell be 12 iochealong, 4 imhes xide e��d 1 ineh tAiek a�center. R00 c PRUA�L\G elll dPu�g I ell be roat ntineJ,i[neceasery,so fie� voo�s c#w�d more [hnn 10 mehn bcloe� �hc rootcollar. � 2 inch 3.L�sertnlnntin& Lor 2 imhcs mwerd v�onrec fmm seeJling. �-a :�+:,:un,:� �1 ��`��'tir� r�__��on =8�`fi8i�ui$;r�n +�� .R � �. �i � ❑ 11'PL 1 S'I'RI?ADI6ANK RCCORI?STA7'ION SHALL BP: PLM'1'fiD 3 I�1'.'f0 5 FI'. ON CEN1'ER, RANDOM SPACING, AVL;ItAGING 4 I� 1'. ON C�N7'ER, API'ROXIMA'1'lLY 2724 PLM'I'S PlR ACltli. ❑ 71'Pr 2 STREAn16ANI( R�rORCSTA170N SIIAI.L 13I? PIAN"1'rD 6 IT.7'O 10 FT. ON CrNTGR, RANDOM SPACING, AVCRAGING 8 IT.ON Cl'sN1TR, APPROXIMATELY 680 PIr1NTS PCR ACRF,. ❑ NOT�:1'YPr I AND 7'YPE 2 STRGAMBANK RTsrORCSTKCION SIIAI,L RI3 YAID I�OR AS "STRr.AMI3ANK RErORESTATION" STRF.AMBANK RCFOR�STATION TI'PICAL 1 r?/ ! � /" ; r" °f :: STRGIMI3M'K RC�ORESfATION AIIXTURF.,TYI'L', SI'LE,AMD FURVISH SHALL CO�FOIN7 "f0 7'lili COLLOWIKC: 1'YPE 1 50% SALIX NIGRA BLACK WILLON 2 R— 3 ft LIVL STAKCS 50% CORIVUS r1MOMUM SILRY DOG\900D 2 ft— 3 ft I,IVF, STAKIiS 17PC 2 25% I,TRIOD�NDRON TULIPIFERA TULIP POPI,AR 12 in — 18 in BR 25% PLATANUS OCCIDI:NTALIS 25% �RAXINLIS PENNSYLVANICA 2s� sL�ruLn Nic� SYCAn90RI: [H.�D]Uy[.yCl ItIVI32 BIRCH ❑ srr r�.nN s�ir�TS rox nw:�s �ro uE riaiv�r�ll 12 in — IS in 6R 12 in-18 in BR 12 in — 18 in 13R STREAMBANK RErORESTATION DETAIL SHEET 1 OF 2 N.C.D.O.T.-ROADSIDE 6NVIRONMENTAL UNIT DIRECTION OF FLOW -� ANCHORS ON 1' CENTERS COIR FIBER MATTING ANCHORS ON 3' CENTERS EXTEND MATTI TO NWSEL ------1 STREAM BED — MATTING IN TRENCH � ANCHOR TRENCH ON 1' CENTERS ANCNOR OVERLAP nu i � rru�reoc I` 6" OVERLAY(h7IN) PLAN VIEW F (TYP) BACKFILL� `— ANCHORS ON 1' CENTERS IN TRENCH MATTING SHALL 8E PLACED IN TRENCH AND BACKFILLED ANCHORS ON 1' CENTERS TYPICAL CROSS SECTION COIR FIBER MATTING ANCHORS ON 3' CENTERS ANCHORS ON 1' CENTERS FLOODPLAIN/ EXISTING GROUND 6" MIN DETAIL NOT TO SCALE 2" x 2" (nominal) WOODEN STAKE 1„ 1-2 I, 1 � 2 - 12-24° � #10 STEEL REINFORCEMENT BAR 4" DIAMETER BEND 4" 24„ 1" (nominal) STAPLE 1„ 12" ANCHOR OPTIONS STRF,AMBANK REFORESTATION DETAIL SHEET 2 OF 2 N.C.D.O.T.-ROADSIDE BNVIRONMENTAL UNIT