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HomeMy WebLinkAbout20130918 Ver 1_U-2525B As-Built Plans 07-21-2017_20170724a � • � �o ��' �,z �� � � 1 � /'� �_ �� �L� � 1 ~ � �� � �� � iy,-Ia 1 r i �� '�� _ � � CUTy [ 1h111 S ---+ � \ �• � �� �� � �: � � ` �� �7 �� � � � "� �� �� �� / \�� ` � � �.� � w � �� � i \ ` � �� � �� � } � � � � ������ � � ���� ��� � � � ���il��� =�1�1����� �����'�'I �� �i ����I����� � � �oc��ra��: ��.�����r�� ��s���� �c��� ���� �tv��� c�� �s �o �v �s � �� � c�� �.� �a� �.������ �� v r��� �.� vvo��: � ���� �L a cA �ro�, s ��A� ��s �r�� l � I � / i / � �� �\ �l % /� \� \ �� � � �'�'\ ,\ fj,� � � '�M✓�� j \v/ � y \ �� SIT� 2 � � SH��TS OSIVI--4,5 � / 1 ►- � / R4ADWAY SHEETS E1,7 � / , -�, �' � � / � � � �.. /� � .� 1 I`� � � r.� f�� ,��I �-- � � � � % � �, �11� -�L- 11 +22.00J BEGfN TIR�P�R�J� CT U119� 98 '� f � ��_ �� � �� ���a � � \� � C ` � �--� . \ i'� \ � � J J � � / � 'I � � �L, \`�y� � 1 � c�M / ��si � � NCI D0� C4N7AC�: JANIIE I�ANCASIIER /� �I �� ` � l � �� \ � , S , � e i ,1 ` � � / �I � � ` �� i � �b _ �,� � � �' �. / _ _ - /' _ . � � / „ --��eM~ - - . - �� J/ , �IC�RTF� BU�F�fA�Q �REElC SITE 4 SHEET OS�I-6 �4ADV�/AY 5 H � ET 18 ��or�, s���t.� .��r.��r�c��r.��r� `��,� , � ��' / �' ��,�' � � Ffi 7 � � ti �'��/ ��'�Q S1A``�_319+50.9CI El�a TIP PR�JECT U�9198 �o �/� i � / / / ^ �4/ � � \ / / r � � ��/ � ,� � J � � � � � —_ � / � �� � � / \ I / � ,� / `�'� . �� . r�`� / � � '� SH��T OSM�7 � \ � J � � `' RC3ADWAY SFIEE� 2� � ��\ � �^ --� 1 � / \ i'��. � > � / � ~ �� n i ,. I� � � �` �� L_ ? ��� ^ � � ��� ., PREPAI� IN THE OFFiCE OF a - - I.J�S�ll.il\I L1YGl1�I��1� L�V�JL'1.1L�[ l./� i�IlVHMYAI' S GRA�P�T�� �CALES DESIG�I �ATA P.�R (�fEG T1 �.�1�GT�T �� �i ��1���1-� a�In s��.� QF r�+���,� c�Ra�u�r��� �_ anc� Assc cia 1es Inc. 3 0 15 4 3 4 6 Q �� P.a Bc x�-� r�a.� �n� caRcxw� z��-�oss y � _ 11AIT�+C�Alll01� 9ITE M�TlGATIC]I�' �YPE _ LaNGTH �.� c�} �-n-2o« ��c: c�� +�n-�o �r�-Tr�i.._ � �_` � ■ � � NC Licenat �4TIQ9 ` ���� i 4 � � � � � � � � � r �� � PLAI� tl I SITE 2 i�89�CIRATIC��VRHIJOI�ATlCIN 1 307CF �ora s��xa�„� �Ec��c�i�a�v� :,'��i!....ca�l �i',;. : � �a� ��ss�io•• s,� � SITE 4 ��911C RAT�4N 386LF =:4 E��� : : . 3a �� o �0 6a ,�a�oo • ; �. `� 9 �'•�k �� �` ����. ~ � SIGNR7`URE: �^ SITE 5 �ae�oc�TicN 36�ILF ' ' s���.:• `� ■f�■■ i �,9`••........ �.: PR�FIL� QHC RIZC I�.'T,�_Lj -,�,,F,�1 M, a�,�' 1711VIS1l(�11� Ol�l HIGhT�VAYs ''��"'���"",+` ST�4T"�I G�' 11�'d�t�H �AROL�NR 6 3 � 6 12 I� ■ ■ � '! '�- - -� � - P.E. t-N+HI�CIVBiI P RC� F I LIE jV E Ril CA,L) s��c� Tux,�: vrvrsror� .qv�u�r��s��o� nE �� � 83�. PHOTO POINT 2 END RESTORATION/RELOCATION STA 213+07 15 0 30 � � 1Q z � a � � � � � 0 ( -) ~ a�' U ���.u�°�U�-r.(M r�-i�- �cr�p f.liaha,,; G- �n� _. ._� . cxte X N \ ``���H`��A����,, p�:<;ci��3? [;'rM1,,,il';`J;: �;�� QpFESS/p �y'� � ; � �<y ; ,.Michael D. Case, �.;. ce:Yi��� 4n�. �h+ s•tsil� lntcrma4inn e i�.rn t r c� u � = SEA!_ �' = field location under my direci 5upervis o.i. i Yre Yionzortsl e:id v� t cai r..�: _ v,as _=� �-2�?'� ,.: � referenced to the coordinate system supplied by NCDO I. � �; .vyo �c:: �;ri�` SURV':.c�,``� `�r�qft D • ��`� ����- – - - � ''°ahnn��°` /O-IZ- ZGI(o f�ichael 6. Cas�n; PLS p�,t� � \ o � o � + > � �, r�' � ��x O 'S0Z +- 'I I z �� O� � 0 �li c� n(l��o LOG VANE (LV7� CONSTRUCTED AS A ROCK VANE AS–BUILT 48" RCP OUTLET INVERT = 738.00' DESIGNED 48" RCP OUTLET INVERT = 738.30' � 83�. ROCK CROSS VANE (RCV7) NOT CONSTRUCTED DUE TO EXISTING BEDROCK AT GRADE. AS–BUILT BEDROCK WVERT = 737.86' DESIGNED RCV7 WVERT = 738.22' BEGIN RESTORATION/RELOCATION STA 200 + 00 � G ' A / ' TOE OTECTION CLAS ��g„ RIPRAP � SEE ETAIL "C�� \ � � � o. \ � o. \ a o _ � \ �o ' . � / \ !�'S- \ \ -o \ \ �� \ � 0 \ � � v°°a,-" � � � � � � � � 15 0 30 � �- w C O .� > N W Site 2 (1 of 2) 20000 20100 20200 20300 20400 20500 20600 20700 Distance along stream (ft) • CH O WS ♦ BKF ♦ P1 v P2 I P3 X P4 w C O .� > N W Site 2 (2 of 2) 20700 20800 20900 21000 21100 21200 21300 21400 Distance along stream (ft) • CH G WS ♦ BKF ♦ P1 v P2 I P3 X P4 � C O � cv > N W Site 2 - XS1 - Pool O Ground Points ♦ Bankfull Indicators ♦ Water Surface Points Wbkf = 9.51 Dbkf =.89 Abkf = 7.95 0 10 20 30 40 Horizontal Distance (ft) � C O � cv > N W Site 2 - XS2 - Riffle O Ground Points ♦ Bankfull Indicators ♦ Water Surface Points Wbkf = 9.29 Dbkf =.53 Abkf = 9.99 0 10 20 30 40 Horizontal Distance (ft) � C O � cv > N W Site 2 - XS3 - Pool O Ground Points ♦ Bankfull Indicators ♦ Water Surface Points Wbkf = 10.2 Dbkf = 1 Abkf = 10.2 0 10 20 30 40 Horizontal Distance (ft) � C O � cv > N W Site 2 - XS4 - Riffle O Ground Points ♦ Bankfull Indicators ♦ Water Surface Points Wbkf = 13.5 Dbkf =.26 Abkf = 3.5 0 10 20 30 40 50 Horizontal Distance (ft) U2525B - Site 2 Photo Point #1 Pool (Downstream) Photo Point #2 (Downstream) �: _ � � �a � °�,,.1 r,.. � °� � � I �k � � � a �" t �. � � ' i' ,. �% � F'�� �� q � �� / ��ti!% �"4 �C � � �ok `"� .c � � �: � �� " di � �s- .��.�: � t . :. �n � �a'�i "ta, rt. �;� _� ,. . .. ., 's'�` ,..rkt�:. a ��: ; >.4�. . 6 �;: F �3��q,. ��t�' �YR'l � ... . , �a,a _ . �.\, � e'�. . . '� . + MVt, � �� �� �4 � �'sS� Photo Point #3 (Downstream) August 2016 � a� , , ��� fr�� � ,�-� �� �: s. �: ,;� �,� , � �r Photo Point #1 Pool (Upstream) Photo Point #2 (Upstream) S \ k V�.. , L p p". _ .�.s..�_.._t._z...._,. ._ ....'ftP�. Photo Point #3 (Upstream) �, , , ���. ry,�. ����;-� . U2525B - Site 2 . - -� -,� , . � , �, � .� i � � J rM o'���,� ` , i'�t � d� a �, - 1 � �tir r � �� ����� �_r , ;. y�, ��` . �. '�� t >. �� � � � s �a � ��� x , �� ,� ,t F:y � � � :„� � �'�. C.; "' +. %`` � i ,t, , ,%,�� �'� � � � �?� `,,��R s� , � ' �, y . �+ ±�y y� s i�� ���r� y � ��e , ' � u � / , ' "� � t � 5 I Ij � . / � ii - 1°��r'e &�S's.. �� ��� � ����� '"� � A��' � � 7A _ id� �.a,. � ""_ � . f ��� a � � �.', ��� � i � .�i� � a �,r r.3j,� �:X � � �.x1x :s '� � � � ,y " �t ���Cr "W'� ° � � �rry. \: n t r , � 'g � ^ F `�r� � % J^ � � t Y � �' ��'� �-�'�w'+� �•j i i�'.� i.�.1 ti ��*�� �\,.A;i / v- . s ;r�yt.� ,4r ) 4.s� i: `k-` � k 7; _ . .�in:.- :��� �._ „!�- ., i .. ta.9i��. Photo Point #4 (Downstream) August 2016 . ���5`, ^( A� �4a �AqqaM �,, : � r .'y�- raJ ;,a �.',�z ,� l "r` ��' ' ��',�. Vt 1 � � ��""' ; ° yJ , ��� � �,� � ,�r � r� s .rM y � r �� apr� �u �Y 9f 1.. ����/ , �?��". . ','W:. Y {Y . + ri'�'�.a {'A � ,. ' y� �, N , , - �, � �'" ` y , ,aXtj �" j/Ct� � _ � , .`�'�'���.�•'� 5'.:.4 �. , Photo Point #4 (Upstream) I"�; � � f � �h C � i►t Rl � ir �t / !��1 C� C�% � A I''f C� n o G7 g / �C ���w� p� C'✓�// .30o f f. p/.► << in '� w�! PI' p '�I�l� �v;// I!o 7f 4 P O�; 1 7�«i 4<' ''O r7 �. O�1 f r �� Loyd �� /��,... �� t. t 6 P+ �.%,., ,�.� �� �„ , u i i J ra n.t f-i « �-f. o•� . . F � � _ _ � � � � . � 15 0 10 / l� 11 P (� , . . , ;� " NAD � 83—i �r� t ... .� G. . , : Y �.' .(i . .� :` . . . L�� ' � , . .. .. . , .. , . . . . . .. � L � �-:: �- _ t ' V " � o � w �- � z W z . � W � � U �y U 4'''' F ,I � --- FP ___� C`� i�� .� � P� ��`-' to_� --� � � I '- - � O N % ��XOO O� N 0 DO NOT DISTURB WETLANDS BACKFILL9 TYPo � . n r , r � : t �' �' /`i , , �- y C ��_�. � � t°';, ,< 1� f�, � �n „� ' M -� � -�=� � " t � cr . "�^ � � ° i � � , I ! ;- BEGIN RESTORATIOWR i r?�ATION i i� STA 2 00 + 00 - � � � � � i � ' � / .. . . . . � .. �� - � � : T��� . >�. ;�� — � � , , �C �, r�r � � ; � ZO � �1-'Q t� 1 � �' \�� j . .',- j . _ � � . -- � c,� > > ; FP— � — \ � �/ /•' -- \� \ y.+ ' , �� /� ` - C -----0�,� oOko � - - O N ' . ' " (l ; � � 1 : .� �l�� . - � ,�o ' � ,, ' STREAM PLUG, TYP. Q � � � z '�, (:Ct' i!� - � ,.. ' .s o � ��'-�� _ _ _ _ _ / _ . J --_ n � o �— a_ END RESTORATION STA 403 + 86 2 @ 7' X 8 RCBC _� � ', � 170 36" 1710 /;; C 9 BEGIN � � - _ _ _ STA.���SBG n / �� BOX CULVERT, BARREL #2 I AS—BUILT INVERT = 721.15' DESIGN INVERT = 722.17' � I ��\ � � � % -o`?� ,� ��� � � �� \ �`�� �jk � ��PJ� ��' � � <� Q4� i I ' 4p2 f�O � X$-2 ♦-�� �\ �� G� , ��� CA�O , � �,��� � �1 ` , \ � \ ROCK CROSS VANE (RCV3) AS—BUIIT EL. = 722.55' DESIGN EL. = 722.32' 1-,_�� --- � END SBG @ �� S�� 2\8+93 -L- (RT.) � �EN�T�R OF �RADIUS (R7) �� : � _ '� �——————� __ �' k\/1 * fi� 1816 � - � PHOTO POINT 2 .,����9� , HOTO OINT 1 24" 24'� ___��- MAINTAIN DRAINAGE SWALE IN LOCATIC _ OF OLD CHANNEL TO MAINTAIN POSITi DKAtNACzE FROM STORMWATER OUTLET SEE ROADWAY SHEET 18. TIE PROPOSED STORMV, STEP POOL STRUCTURE TO ROCK CROSS VANE F \\ * £ `� �. — �\ , z • t - vT�R oF� r� `�����N`��q�F�;,l RECORU DRAIti'I;�G " F; O( % . Q 'p4ES5/0. ✓ � ��•QQ �-� _ I, Michael D. Case, P'��. ce:si€y t ia i� as-bi,ii! iniormation was i+'om an actuai = 3FA� = field location under my direct supervision. The horizontal and vertical datum was = i�� �-2$?'� ,. �� referenced to the coordinate system supplied by NCDOT. �s°`ri�;y� Su a�`r� c�`�`.` i �°��hpfl D ��`�� �\� , lM � '''✓riomio°` G � 10 12- Z�il(o "�7i:;iaae� f�. _,.,�... . ..� .,a[a \ ) � r � LID SEqLEDI 0 a � � 0 � w Z U BEGIN RESTORATION STA 400 + 00 15 0 30 � w C O .� > N W Site 4 40000 40100 40200 40300 40400 Distance along stream (ft) • CH G WS ♦ BKF ♦ P1 v P2 I P3 X P4 � C O � cv > N W Site 4 - XS1 - Pool O Ground Points ♦ Bankfull Indicators ♦ Water Surface Points / Overlay Wbkf = 19 Dbkf = 1.86 Abkf = 26.1 0 10 20 30 40 Horizontal Distance (ft) � C O � cv > N W Site 4 - XS2 - Riffle O Ground Points ♦ Bankfull Indicators ♦ Water Surface Points Wbkf = 6.79 Dbkf =.67 Abkf = 9.53 0 10 20 30 40 Horizontal Distance (ft) U2525B - Site 4 Photo Point #1 (Downstream) ., � ._ � , ti� ro � �r t , . �: '�a _u �+5'����i r' �, �+s `'�'p � � � A " �M4 '� N' � l § 1:. ` � q �� �' �. �. r � � � � � �,. " � �.. �.- � ` �1?`�, ' ��Y�t � `tf ,�E.�w` S £4' 4 {@� t °. R � � `§� �'� � a : E�r 4 r �' ' § ` � �� . � .',� � -.- �A,�. "� +�� {��,... ►R' �.> . t� -. �, .. .�; . W � � � �a��� � ,'y;;� .a�, ::r, , y� _m.. - } .a � t apus� t.�. �,.�a°�� 9 f��l..�� ai �s+��•�, , _ . �. �s.,l.' .� G ;9§� a . _ �- r�.,, ..�, , � _.. � 9� .. � id A� r � � ��.� ' R P� � �ha�� �,�� � 4 �� ` ��� � � ��� �vt+� ��:��� ��'�� .. � -� i � .-�.e I 1 f � +L .�lW1 M. d 9y#: ��u ..Sl�p � `v..� 0� r-, . qy � `�_, t iY��R i3' � .i�k.'�4 �.o: ��Ep%' � D`i� C '_-'�=5.9. Photo Point #2 (Downstream) August 2016 �' \�� � � \\`� YI �i � t '�����" \`��I J' 4%c#g y. 10� - �\ } �1�� .i�6P �'��� �i� A � � ° �'�i, � » �y �i 3, ` L � w� •.3, �� � � � � 1\ � .. ��:� ' t�xp _ � . . r . �.�, = ;i � ��, ,�`. �e'q J��� q �r L e � 6�^ " b � ��� ��i. �i:�^✓. l �y F�.ya n�._ ,�r,�r � ¢'���'a;s,,����i !°y ,d fi � � ��� ���w ��. ,,q r , Ta e' �� ` t � ,�, � � � � ��� � e �. �, � ����� c ' _� , � �,, � * q �' - � , vs P� � � ' S� �/ 8 '� � �ld�. . � .�c��j;.. �� .:; � �.r ?�� �� � �`�"�9 yb ' ��,`" .-t'm� � u��y_.� 1�w '• r,,�k r;;:. .�1A.: � �@v ��. Yj�. n un M �� r . � �CVL _�-.r;:�.;.rx �.�. r:�,,. :- 1 c�-,".,�-.a�avusm.��a�- .-se Photo Point #1 (Upstream) , -, ;; , « , � n �, � . ���}� �. „:s� � �� i "6�� b'�, 4 ` ...i. .. 'y?. ' ! �y �`d v. • ��@'�.� � �`!� � Photo Point #2 (Upstream) ��i 'w• ��`�'�N,�CA�r;�, nrCIG.D,r,�itiirelf;;: :�� �� �O �FESSIO ✓ � ,_:�e �� .� . I,. Michael D. Ca :"t_ rr tlfy a.o� � -:i� - uo rnatie i rre r-;m n a:ival _ SF.q!, = field location unct a rny qireci ,u��rvi���n o ne S�or��onE. i na veir;c�i � �m �vas _',�� �-28'-'� o.: _ referenced to the coordinate system supplied by NCDO�r. Pe>j'y�SUqV =�c54.`•^� ``��;;'�fL D �P`� �\A�"�--�N�11�_ �./ +;�n�����` fO�IZ- Zt/I(o ��7ichael D. Case, PLS Date .. . � . .. V - "� � . � . - . , . . . END RELOCATION STA 503 + 62 ALIGN SIDE TRIBUTARY TO TIE INTO —� PROPOSED RELOCATION AS SHOWN. ADD ROCK CROSS VANE STRUCTURE TO TIE TO EXISTING GRADE. MAXIMUM DROP OVER STRUCTURE SHALL NOT EXCEED 0.5 FOOT. ROCK A-VANE (RAV2) AS-BUILT EL. = 732.65' DESIGN EL. = 732.24' CONTRACTOR ADJUSTED ELEVATION UP TO LIMIT EXCAVATION UNDER SANITARY SEWER AERIAL CROSSING. ROCK CROSS VANE (RCV3) AS-BUILT EL. = 733.46' DESIGN EL. = 732.85' CONTRACTOR ADJUSTED ELEVATION UP TO MATCH PREVIOUSLY GRADED FLOODPLAIN AND TO TIE TO RAISED UPSTREAM AND DOWNSTREAM STRUCTURES. PHOTO POINT 1 -- � NC DB 46C Z �o �w 15 0 30 � ROCK CROSS VANE (RCV2) AS-BUILT EL. = 733.71' DESIGN EL. = 733.49' RCV2 ELEVATION ADJUSTED UP TO BETTER TIE TO EXISTING BEDROCK. THE ARMS OF THE CROSS VANE -- 200 WERE ALSO SHORTENED DUE TO BEDROCK WITHIN THE EXCAVATED CHANNEL BANKS. ROCK CROSS VANE (RCVI) NOT CONSTRUCTED DUE TO EXISTING BEDROCK AT TARGET ELEVATION. BOULDER TOE PROTECTION ALONG RIGHT BANK WAS EXTENDED DOWNSTREAM TO PROTECT RIGHT BANK IN BEND. - _ _ _ , �—� ON ACTU STEEL CASIN . � uNa AiNAB�E�TREAM PLUG, TYP. BOULDER TOE PROTECTION � TIE IN DJ2AIPJ�CGE SWALE AS F - -- - - TIECE�SARY TO MAINTAIN POSITIVE DRAINAGE FROM ADJACENET FILL SLOPE _ � �qNCDOT C. VEG PLOT 1 J ROCK A-VANE (RAVI) AS-BUIIT EL. = 734.89' DESIGN EL = 734.66' f QO��� � RAVI WAS� ADRU�STED � P�TO TI OF J � TO EXISTING BEDROCK. BEGIN RELOCATION STA 500 + 00 � C O .� > N W Site 5 50000 50100 50200 50300 50400 Distance along stream (ft) • CH G WS ♦ BKF ♦ P1 v P2 I P3 X P4 � C O � cv > N W Site 5 - XS1 - Pool O Ground Points ♦ Bankfull Indicators ♦ Water Surface Points Wbkf = 12 Dbkf =.89 Abkf = 10.7 0 10 20 30 40 50 60 Horizontal Distance (ft) � C O � cv > N W Site 5 - XS2 - Riffle O Ground Points ♦ Bankfull Indicators ♦ Water Surface Points Wbkf = 11.9 Dbkf =.99 Abkf = 10.7 0 10 20 30 40 50 Horizontal Distance (ft) U2525B - Site 5 E�a� �� ����`�r. � ;;� o�� �� �* °�:+'�� �' � '��3,<.� � �T , � ��. � � m,',�� � `�I •'�Y y` �:�y ~�P'ya} �_,3.��"� ` f _ I � .. .. . . � �r � q� .i,� ..y,- } � fa5:. ' ' . 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' � �,.' ��s ,},� �t '" ,: + � .�,a,nr ..�,� .. �, w- � � ���.' � � � l [ '� � t „ � .:W . �C•�� 4 Y� � - . � � �5.� . . . � � � + �t n jr �nv m ��'d� 1�'? '�'� 4` tfa ?i y f� 1.f F �, ��� '� ° .� "'� ^ �'`'�S � ���'^ °�2�"� ,,v � 2 r . ,ro J� a�� �t a' A^ -� �F .,�q c : ��' 9r 'f M Pi y� �._i� � �,: i Ik, �i e � s� 1 : pa y� , � , .'��'. sr�',e�,,r�,� ��.r� :�_y „ '� e� F'� `"'r '�8 3 1 d� d'aba. "�1�, s ,g1P 9 B ° �-. J�! " "�-� ��' '�`.'6*��iy , � , . ��� �,'��� � ,�a; y�,� i� . .F: ;�: Photo Point #1 (Upstream) ��. � ��- . . , �':� ,� -• i�� . �' � ��.. �� ,„ : . ,�,� • �'� � d � � � , a. .�, -.: : �� : +��sti�s .. k�< . T"t- ' �. ;S � ^�' � � � � � � f., I _`-•i � * ;';.; � w � ,�a:� `"`�'�, �:. �., � r��'�.� `i ; ,� y ,: ,ya ' �r; � £ _ � ,�� � ��z; �, p � � � ,y , , , ���� ' � ,,�^ • �_ � �',, r > �, �� �e :.: �, " � ,, � � f�, �' ��`'� -.+�..4 s� - h . � .,� � � '�.���6� '� a t a> : �`,�E2� � �' �s ��i�3.A�ae9� � 'e d �, . '�9'Y:: �. ',+�`' �.4,�„�Yh� � ;��� &� � � .n� �'ac � �I{ � ". 'i '. r e wQ . � ' �'_ � � � � �y � �� � '� � �� ' �"��'�,°,� p,�,�q :� . ♦ - � Ggy��.�,`y.- �� � '.e:ill'lEI� �-� i... 'k�u.,` b �_,'�1 .' ' ,_ . � Photo Point #2 (Upstream) PLANTING DETAILS LIVE STAKES PLANTING D�TAIL LIVE STAKE SOUARE CUT � GROUP BUDS (FACWG UPWARD) �I SURF[ ���,���� � ����� SIDE BRANCH �� REMOVEO LIVE CUTTWG �-' (0.5-2.Oin DIAMETERI �'' M N = SEASONAL LOW WATER TABLE r\i ANGLE CUT 30°-45° -� COIR FIBER MAT LIVE STAKES� WATER SURFACE AT BASE FLOW EXISTING/PROPOSED GROIJND \ Exl$TING/PROPOSED STREAMBED BANK STABILIZATiON WiTH LiVE STAKES NOTE: LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY 3/4 OF THE LIVE STAKE LENGTH IS WITHIN THE GROUND. �AREROOT PLANTING DETAIL DI��LE PLANTING M�THOD USING THE K�C PLANTING �AR �� ��� �� ii � I I B I F_ � I1-1 I1=1I I =1I L=1I � I I EI I1=1 I I I� I H I I1=1 I1=1I I =1I 1=1I � I I L=1 I I—I I I I� I 1=1 I_I I I— =I� =1I 1=1I CI I �I I—W— �II I III I—III 1. Insert planting bar as shown and pull handle toward planter. r ��� �- ������� �� ��� ���_����� ��� -�� ��-����� �� ��- -���-����� ���-- �I�-���-���J� -� � �-� � �-� I �-� � �-� � �� � ���-���-�I�-���-����� 4. Pull handle of bar toward planter, firming soil ut bottom. =1 � 11=1I1=11I I _IT I I1=1I1=1 1 I_I I I I=T=1I I � I �=I I L_I I I—W=1 I H�I I I—I I1=1I I—I I I —I I I—I EI I EI I I-1 I1=1 �����������-���-��� 2. Remove planting bar and place seedling at correct depth. � �� ���-� ���-��� �� ��-��� ��-���-�� �� ���-� ���-��� � � � �-� � � �-� � �-� � �- �-� � �-� I-� � �-� � � � � I-� � �-� � �-� I �-� � �-� � I I-1 I L=1 I1=1 I 1=1I 1=1I I 5. Pueh handle forward firming soil at top. PLANTING NOTES: PIAN'fING 3AG During plunting, scedlings ehall be kept in a moist cumas bag or similu conCainer to prevent the root systems from drying. FSC PI.ANTItiG 3AR Planting bar shall have a blade with a triangular cross section, and ehall be 12in long, 4in wide and lin thick at center. xoor YxvN�c All seedliugs shall be root pruned, if necessary, so [hat no roots extend more than l0in below the root collar. � 2in I I I I I I— I 1-1I I� I I 1=1 I I I I 1=1I 1=1I I I I I I1=1 I I 1=1I EI I I 1=111_ —111=111=11 I I I_I I1=1I I_I I 1=1I I� I I I I�I I1-1 I1=1I1=1I 1=1I I I I-1 I I-1 I I-1I I-1I IJ I I 3. Insert planting Uar 2in toward planter &om from seedling. � ��-�� �����-�� �� ��-� ���-��� �� ��-�� ���-�� �� ��-�� ���-� ��-���-���-������ I 1=1I I� I 1=1 I I—I I I—I I I _ _ -1 L= I F_I 6. L,eave compaction hole open. Water thoroughly. PREPARED iN THE OFFi�E OP: PROIECT REFERENCE NO. � Kimley-Horn U2525B VROJECT ENG � and Associates Inc. ����������� ' ••'N �qRp•,, P.O. BOX 33068 — RALEIGH, NORTH CAROLINA 2 7636-3068 � �F=��Essi ��•O' � PHONE: (919� 677-2000 FAX: (919) 677-2050 e- ��•�°: � NC LICENSE —0102 Q SEAL � : � U - 25256 03���� ,' "9 �Ncl NE�� P�,.-� I ON-S�TE M�T�GAT�ON °'�FN M: Q.'' I GUILFOR� COUNTY "' , � TYPE 1 STRF,ANI REFORESTATION SHALL INCLUDL: PLANTING LNE STAKES ALONG THE STRF.ANISANK FOR �ASE FLOW TO �ANKFULL ELEVATION AND �E PLANTED 3F`T TO 5FT ON CENTER, RANDOM SPACING, AVERAGING 4I�"1' ON CENTER, APPROXIMATELY 2,723 PLANTS PER ACRE. SHEET NO. APPROVED BY: ❑ TYPE 2 STRF.ANI REFORESTATION SHALL INCLUDE PLANTING 3AREROOTS IN THE RIPARIAN ZONE ASOVE �ANKFULL ELEVATION AND �E PLANTEll 6FT TO lOFT ON CENTER, RANDOM SPACING, AVERAGING 8FT ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE. ❑ NOTE: TYPE 1 AND TYPE 2 STREAM�ANK REFORESTATION SHALL �E PAID FOR AS "STRF.AM�ANK REFORESTATION" STREAIVI�ANK REFORESTATION TYPICAL TYPE II � SAIiER00'fS) I��I SP.1Cl\C �ANI�'ULL WIDTH TYPE I � � TYPE I (LIVE 9TiKL+6) (LIVE BT_4KES) I 4H"f I � � SH1C[\G WATER SURFACE AT BASE FLOW TYPE II (3AItiROOTS) BANKFULL ELEVATION STREANI�ANK REFORI:STATION MA'1'URF, TYPE, SIZE, AND FUIiN1SH SHAI,L CONrORM TO THE FOLI,OWING: oarE: �� � 50% CEPII�..ANTHUS OCCIDENTALIS �UTTON�USH 2FT to 3FT LIVE STAI�S 50% CORNUS AMOMUM SILKY DOGWOOD 2FT to 3FT LIVE STAI�S TI'PE 2 20% LIRIODENDRON TULIPIFERA TULIP POPI.AR 12in - 18in �AREROOTS 20% PLATANUS OCCIDENTALIS 20% FRAXINUS PENNSYLVANICA 20% QUERCUS PHELLOS 20% �ETULA NIGRA ❑ SEE STRI'.AM RLTORLSTATION PLAN SHF.ETS FOR ARF,AS TO �E PI.ANT�D SYCAMORE GREEN ASH WILLOW OAK RIVER �IRCH 12in - 18in �AI�ROOTS 12in - 18in �AREROOTS 12in - 18in �AREROOTS 12in - 18in �AREROOTS STR.F.AM REFORESTATION DETAIL SHEET 1 OF 2 N.C.D.O.T.- ROADSIDE ENVIRONMENTAL UNIT DIRECTION OF FLOW �r MATTING ANCHOR TRENCH IN TRENCH ON iFT CENTERS A\If�L1A� A\/C� 1 A � � f� OVERLAY(MIN.) PLAN VIEW COIR FIBER MATTING ANCHORS ON- 3FT CENTERS EXTEND MATTING — DOWN TO BASE FL0 ELEVATION OR TOE OF BANK STREAM BED F 1.5FT (TYP.) BACKFILL� / � ANCHORS ON iFT CENTERS IN TRENCH MATTING SHALL BE PLACED IN TRENCH AND BACKFILLED TYPICAL CROSS SECTION �HORS ON � CENTERS ANCHORS FLOODPLAIN/ EXISTING GROUND 0.5FT MIN. COIR FIBER MATTING DETAIL NOT TO SCALE 2in x 2in (nominal) WOODEN STAKE yin 1-2in 1-2in 12in-24in � #10 STEEL REINFORCEMENT BAR 4in DIAMETER BEND 4in � 24in 1in (nominal) STAPLE 1in 1FT ANCHOR OPTIONS STR�.AM REFORESTATION DETAIL SHEET 2 OF 2 N.C.D.O.T.- ROADSIDE ENVIRONMENTAL UNIT � I J � ��LI-1ry� ��L� V��LJ � I-► � �V�q I -......._ I SITE 2-TOTAL PLANTING AREA 15 0 30 TYPE AREA (ACRES) � ���. � SEE STREAM REFORESTATION DETAILS ON SHEET RF-1 AND RF-2,AND SPECIAL PROVISIONS. L DET� � TO No+Rt�oTScaTe�N ��'��'� �Siope ti•P� Noturol ��, Ground d Filter Fabric = I.0 Ft. � A55 'B' Rip-RaP Ty� p{ �iner= C FROM STA.21+08 T STA.24+33 -L- (RT) EST.97 S 42 $QYDS 7ER FAB• � � 2 61+�,4086 PINC = _�— S ao 70+32oq7 (Ilol5' RTo) 1 " RCP-III � � �/ ��.�c 1 y�- @ ��Q�, o S�G�S � � E� / FS 070 TOP T41.77 ao INV. i39A2c15') INV.�38.77��8�� ���.i�%//i.:�I/=-' /R':�- . , �- , 0711 HW °g INV. 743.g` 65 RE�i�v RESTORATION/R�LOCATION STA 2 00 + 00 ,�.F� CWS�„g„ RIPRAP SEE ETAIL "y INV. PEI LM"-1 - --� � � I� � I b SEE STREAM REFORESTATION DETAILS ON SHEET RF-1 AND RF-2,AND SPECIAL PROVISIONS. TOP 733.53 INV. 730.78 STA 403 + 86 � �N�P �3391f1$ 7 �N�• �29.84t367 �NV. 7as �, � � M. L DB � . � , ,, ,, „ ,�� � SITE 4-TOTAL PLANTING AREA , ,' TYPE AREA (ACRES) .' � � 8t �� �.OZ INV. 733. � NV. 725.87 INV. l�.Yi T \ 1 � w����� ��*�� � INV.730r00 2q" \ TOP 734.0( INV. 730.50 � \) gS \ HAROLD .RUDD & LELIA W. UDD DB 6895 P 0709 DB 6888 PG 2414 PB 161 PG 137 / � / ss � . � � � TOP= 7 � � J BEGIN REST RATI N STA 400 + 0 29. , Llp SEALED � �� �v �� � � �� m�L � h 3 /10.� / /� e�`� _ �' \ � SEE STREAM REFORESTATION DETAILS ON SHEET RF-1 AND RF-2.AND SPECIAL PROVISIONS. � / � LM= --1 � / I �ur< � �, � �in OUt: Tro �� s -- s — S=Di cr // c�� �Qo� OP OF BANK N �L F,a� � m � pSF'� I . � � � �� . � O�p\�P \ � \ A m / �y I \ ' I n � L � . TAIL ITC � ,\ � z / � � _ � � � � A� �g'�' � � �, CROSS IVANE � � � I BED INV. 72 .7 > NCDOT I DB 4609 PG 2101 � � � $ X \ � I O � rn6.� � /�• V / � ,� / J / / � / �, —. � � \ \ � � � \ TOP OF B L � �'`L � \ , 0 —�'; £� — - `�C � K � � . >CATI N � oN �� 62 '( P��S P�� SNo.� N���'( N���� P�� � n SITE 5-TOTAL PLANTING AREA TYPE AREA (ACRES) I & II 1.2 � 1 Z �O��� 200� � n N � TOP 759.34 �J R��� $� X 8� I� Horold A. Horton \ DB 3461 PG 1283 � 3,2 ��%�/ � PREPAREO M TxE O�fiCE Of': PROJECT REFERENCE NO. SHEET NO. � Kimley-Horn U2525B RF-6 \ ""...'.,...: ROIECT ENGINEER � and Associates Inc. � ' � �� ��N cAR��i,��. I APPROVEO BY: P.O. BOX 33068 — RALE�GH, NORTH CAROLiNA 27636-3068 ,.• o�' Essi �o� � PHONE: (919) 677-2000 FAX: (979) 677-2050 ° � �� � 4 SEAL r I S I T E 5 03°°°°� �=, '.; 9,Q �'�'GI NE� P O•'� I DATE: STREAM REFORESTATION '''`�"..M.: e''' ' 15 0 30 � �6S )�� \ DB 4609 T I %�j 7 �, NOTE:SHOTS TAKEN ON ACTUAL STEEL ALL INVERTS ARE UNATTAINABLE. \1 � r OP 775.15 �� I N O � U � �n 00 ��� TOP 776.31 . 11 �;-=�:-��'�� �� • �,G,��,y,,,;,,,,.��,�... . ;;���;,.��e<.." � ���..��. „",,.,., a��� ,,,,,,,,,,,,�;,�,-������.������ � ♦�� ���► ����� ��`�;�'"�� ��� �����`��������!��_���,`;��` ,�'.�♦�. ?i�'iO3•►� ♦���,,�► ,♦�♦♦♦.♦♦♦♦♦♦♦.♦'�.��: ���•� : ' � ' � ►��������������Ay,v�r��`��j�� . . � � � � ►������.Oi����� �� ►�i�i�i;�!o�i'��i�i�i�i�i�.; .��!���;,�'��i�i�i�i�i�i�i�i�i •!`�•=::.•!�!�!�.�.�:�:�,�.�,�.����� �- � � � � � -� � �S a�