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HomeMy WebLinkAbout20140090 Ver 3_EC Plans and rainfall data_20170509I I 1 t , ___________ ______'_________'_______' _______'_________________ i � i p i �` PROIER REFERENCE NO. SHEEf NO. i � �1-2579� EC-44/CONST.7 ' m �"" � Place Matti�g for Erosion Control WW SHEET NO. � on Slope QS WOik AIIOWS. ROADWAY DESIGN NYDRAUl1C5 � L Sta. 521 + 50 to Sta. 523 + 50 Lt ENGINEER ENGINEER ' MATCHLINE - ' DET 4 1'z - STA. 15+61 SHEET 22 � � � /^ �dor +o scaei- H GOSPEL UGHT v� � l�� . APTIST CHURCH � � I a � � � 4� X 2� X 3 ' � � � �' � w � 1.5 inch Skimmer � 2Z x 10 x 3 1 � N e�d - D � �,�F* Sioca 6 C - a I �.rJ inch Skimmer �} , o �. f� with 0.75 inch � ( """. o= Ft. - - --- 1- � ', Orifice Diometer � �'✓ith 0.25 inch ��� L�� D= 5 Ft.. SPKIAL DRCH GRADE � � ' p F GR J � Orifice Diameter � �o � SEE PROPILE FOR G E � 6 N. W@If � EMMA-A7, 1NHISENHUNT / 4 ft. weir � FROM Sf 17+75 70 512+50 - LT �' ID 7'•1B � �� ],4g � Place Matting for Erosion Control T-Y2-PTSto. 17+6878 '� �� l � W `f�,,' 21 � � on Cut Slope as Work Allows. � � � � � � \ i `r i i n � L Sta. 515 + 50 to Sta. 518 + 00 Lt eoeeaT .,. o�� � � ' � i ILENA 8. DILLO S \� �� � � / GO X ZO X.3 � INSTALL MATTING FOR 1 �' ��i�, /�3� °' i � ID 7.1F N � � EROSION CONTROL IN THE 30 x 12 x 3 O �, 03 ,� � PROPOSED DITCH LINE. �D 6.1a,6.1b,6.1cF � � J � I ; '` _ '-- ------- �`' i "� � \ � �--- ----- ` 4 � �� �� � ' � TOE P IECfION / � � ur� N' DRCH `�\ BEGIN APPROACH S �� � f �� � c 5'B' RIP ' SEE D nnxa -y2- POT STA18+8159 � � ESC 51 TO s i ' � 2 V �.139 SY ' C � � R ' SEE L8 ; i r e, i � P� 2 BE BRIIJGE - o z� . � �p0�9' -Y2- T STAI9+Q7! «. �,d o� �� F H DRCH � � m v � � � a u w � � u� N / �� 00 N L Z > �C _� F E U7ERAL N' DRCH �, E� '�cf55 SEE DETAIL8� C ��sa. � CWD'_"" �CW� CWD�`� �� '� -- — cT��C �/'/�� ,. �/ i� /��� p F .p - _ n N � ~ �° � 0 0 + l2PS. N V1 0" CF FS 74" F -L- � l2'PS. �" � 77 J �_ _ '� _ � Z � — J _ U — �irPs. � ��' F ��, � � 300' 7AP! C � � \� � �^`_CWD«- CWD«-«- �._ `-1� HTR CSP M ElBOWS ._cWoB � � CSP Wi \ _ � �b� � �____ i � :J' I �� l�:_'v"� Y�f� I � � _ W � � /. d I c �' / � � C ���I \``�\ SBGSBCSTA 18+60 -Y2- LTBRT ` � � �a��n,Anr�nT� 991 n �EGIN -BEGIN BRIDGE CW.FENCE �NORTH CAROLINA DEPARTMENT TRANSPORTAT10� �� � P5. ` `� , � 2p (�j- , , � !95' � �� � 2, �� aeci,v \ ; �; �WYY. FENCE ' RONALD H. WALKER WILMA D.WALKER -L- POT ST,Q� �- -Y2- POT ST ' 0+2021�` - - - - - r - � � � 23 sxEW = �osA6�Q6' - c \ f � �, ,L,_--- �_ �� � ��__/� r S � � i )— - � �1 , �i � ��,_ � ` � � . 'l.� ��'�`a� � � . . �/fid • ! �I' .�. . � � : � � . � • - . . . . . . • . � � . • .._ . . . o . 1 . . 1 1 ' �ll� .� ,, �rs'��' ��l�4 �;:,,,�. lO���'I'� ' � • ! \ 1 � ' � E •. J'- � ' 30 x 12 x 3 �`\-y`�\ w,A,�KER�Do�'— ID b.1hF � `"'L"'u'`v ��ROBERT J� REY BAF9ER / � LOT i0 ROBERT JEFFREY BARB\ ER LOT 09 \ END BRILJGE 25 -Y2- POT ST � SEE pJL ,R9 ESf. D 6CY BEGIN SHOUIDER BERM GUTTER SfA 521+50 �.- LT � C X ZO X ID 7.1F FS "'�" BEGIN SBG AA 527+50 -L- lT l2'PS. rrPs. � FS/ BEGIN SBG �x srn szs+oo �- rtr— BEGIN SHOUIDER BERM GUTfER STA 522+00 -L- RT \ A2l+3q,7/ p�ace Matting for Erosion Control __�„p__�__�__�__�__�__� � � on Slope as Work Allows. wot to scaie� 4� /� �� � Q`' 25 \\ / L Sta. 522+00 to Sta. 524+00 Rt C/ / erwiun vuva.� v.ren�u o2 / ��� s.�«�una �� �TC/y�/HE ` l � c a:Ca �.? \ ie aux wex -_ xa,va;u • ,•.�.. � STA.1q � -�� .��.� �8j SHF� 23 ROBERT JEFFREY BARBEfi END APPROACH LOT B \ -%2- PO% S%142, \ 25 � \ iHE TA80R FAMILY TRI15T 29 --• 1 �� ~t I._.. CWD � � /4'PS� _ — _ F � M � � l2'P5. � ���� \e� ` \\� \ \ � � . esr t� rd EST 38 SY Mod�ed SiIT Basin Typa 'B' 48 x25 x 3 76 ft. weir (See Tiered Skimmer Basin Deiail) ID 7.38 DETAIL °9 STANDA D A DITCH INOi to Scdel crouno � p .t� crouno in.D- 2 Ft. u = 3 Ft. FROM STA 522+d2 TO 522+45 -L- LT y� 'I' � 48x25x3 I 7.5 inch Skimmar with 1.25 inch � Orifice Diameter 55 x 15 x 3 16 R. weir 1.5 inch Skimmer (See Tiered Skimmer �,yjt{� 0.75 inCh Basin Detail) ID 7.38 Orifice Diameter 6 ft. weir DETAIL tt6 ID 7.56 RO ION f Not to SCOIp) R Natwd 2��5�� Slope Groontl F�.O' d Lllter tl= 2 Ft. FODr�c Type of Llner- Class 'B' Rlp-Rop FROM 5fA 522+00 TO 523+20 -L- RT FROM STA 522+60 TO 523+50 -1- lT I �� `J � . \ � y I L_ _______ �------------------------ ------- ----- ------------------ --- � � . ------------------------- ---- ---------------------------- � . ---------- � � J ------------ � � Place Matting for Erosion Control � � PROIECr REFERENCE NO. SHEET NO. � � � i / \ / ��'o % ' on Slope as Work Allows. i- / U-25798 Ec-asicoNsr.a ; � L Sta.525+00 to Sto. 529+00 Lt // 9�* \ \ oP�q '" �,��� ww SHEETNO. i �OO 7( 3H X 3 +/ tt x / \ \� ,�R� '' �� � RiPRA ROADWAY DESIGN HYDpqUUCS DETAIL 5 i �\ s 2.� inch Skimmer .- / �ATERAL BASE OITCH I j' y� \� �� .� /�� ��\ . OY O ENGMEER ENGINEER i � J + 1 Not to Scale> b X � m \\ \ s-- / � � / �/ / \ , °> •- with 1.625 inch � F„ I � ', � '�f s Orifice Diameter a`�� �o,,,a 2� p 2` r,F,. s�a,o I �� \?, ��/ o 'r . I I PH R. DANIELS i ` o�y 21 ft. weir / 1 o I BIn3 Ft3 ft. x � \\ ,,, !_� � / � . � / Ps�°T ID 8.16 + 29 b= 5 Ft. �el o i �� �� O I I�ml: �y \o\� F� � ,�'/ FROM $7p 527+08 TO 529+75 -l- LT � � 28 x �0 X 3 y }/ FAMILYABRUST x o,^ \ �" ' 1.5 inch Skimmer / I�ml �� �� �\� ;' j � 65x20x3�, � ; with 0.25 inch � + x �I ` '" � Orifice Diameter I P 16 8.SF b\ d f,'� ps�=� �/ � CLEAN WATER DIVERSION < �(''� I �� c� �S- / � .� z � 4 ft. weir r ��cwo��cwo��cwp��cwo���wo��cwo��cwo �X � I \ ��q Pf,� V,�.l�'�p . � ID 8.2B y�� wot to Sca�el � I \ p ���,�p�zp' - +90.001_ � N O R .IY.Z�'.' 2eo.00• i� �,{��\\ ,�..wg..�wnren.va�.a � X � I . N \"�\ �'-R� lCl i NORTH CAROIINA DEPARTMENT OF ��/ � / °°"•�"°„""""'�""" m I �_ +24.47 �- i I: / 0 9 9 56 W/ � 241A5' • � TRANSPOR TATION �e� ,� p� _ � i�y�'� � INSTALL MATTING FOR £� I � ---- � C � 9 9� � + -{''eX�- E20SION CONT�OL IN THE I HOWARD B.CHAMBER$---- _ � 1 � I R -�� � � EILEEN P. CHAMBERS � L�i PROPOSED DITCH LINE. � � �\ ��- � � R �" y N R; xo:p2:'" F fy ' _ � C � � � �.� 31 �� � 1A55 I RIP s � �'� �+ i� y 'v 1 . 3 TO � � .i- \ $\ / � - � . -` p �.\ \ G O I - OBL?ERATE AND �Q\\ �. W � / � \1vt s�gz '_ t CwD `O -F � / GRADE 70 DRAIN \ N i IN4 1 I a70 , .� CWD � "_ 1��VD •—._ CWD �--•— •—«— C`N� //:'` A� d'� EL=8 . U y� �- —�,. ESf B TONS CWD �� ,No s � Po / i ,�py1N � ', ' E5T 21 SY FF � i� X l/ THE TABOR 6Pp�� \ � ,�{F '('��WF- F --' V - � �` � a0" csv wr2 eLSOws � � / � / / : k - FAMILY TRUST � °' \ i R ��`" E`N � _L _ qND RO� AND LUG ������/// —� X � ; �+GSOWNO p—__— I,.'J y __T—__—_�T-- `CONN/�EC�fORS�� k // / � ��� � � \ � E D SNC�U�DER BERM � �. f��' ` k �QQQQQ 2n r\ \ \ '3 YN G. SPARKS � � S � 51'6Ti520267b75L= T` 14'PS. /� Q5j9 O FS \ i n —i ��—�T . �� —��fi1���� KA � � -FuT DW w-sso l2'PS. � � GY w.�RIP.T GRATE v T �_ '_ W B.J � f l2'PS. Q W n --__ � y3� s. S � o� / gq'' m � \ I VI � � ' . p %L A � _ \� � i N �n _ n � .. _ ~� _ i } �� < �., < �n Q � � + � �^1Di �� � � � tzPs. l �o' 4 _ ^' � � � o � N 92 <� — �CP i h 8" P-III 2" " RC -III a•, - -III � F + v7 6RA(/-350 CAT-I IZPS. n ' Q . .I � Y I_ � C _ . f0 � v~i rrFs. -� 4 5.7' p "' Q ' � ~ � 9a � x '�'0 . \ s !2'PS y . I J �_ � \ ♦ � I �y „�� � : � . - \� _ — _— "- - ' - . _ _ _� T � � �� I � - o. � o - - i W �► `_^ 88� .: 91 � � �� J i Z I � • GI W�FlAT fRATc `.. � �y W i = - I W.'FLAT GRATE - iF --� —� —' � - —� � � —s --� ---� � —a ` I g:l , s. � � � � 0 1� ND 59G — 4'p� / / � x � � � . \ _ ' � � n �`n 528+-45 — IfT \Z�,P . I I � (�-1 _ . FS \\ \ 91% F�U- I \ v M i �'r �I �- � __- --� `�+' \\\\\ \ T9 " � � ' -� -C,- -___�_ __ '�,-�- o � �\� � � \ \\ � oy g � - - � _ i� . O�. � \v � \ �CC. � �s e .� T�l � (�j m � -- i r - !/ .� '.`�. ��t � e.� � -. - i ��-' °4 / f I " e0 � \ � � ' . s.� �� f � \ � `o�\ • � � � \ d�\ �. 'y'qy � Ip V ; NC �i \ `• x � � � - �. J "�,' �',y� � q���Q9�S -. � � I LL IN PONO � H ��/ '-` � EN� SHOUL�ER BERM GUTfER � �� I �t ' � " �4 —\�. � F� �5 � \ �fl \ � /S� _� SE �30 f� � F p.H STA 528+16.90 -L- RT J �p � �s y r�—�_ _ ti� 'E�% �-/ � j� . y� . �\ \. � E PDE PDE PD - � ��� a I/ I �l- � � , R �-�-� ,- - _ ueMo - � \ PDE I Q ,j' I � �,;r. _ i ` � \ � �, � ,G � M --- J�� \ F� � � '� C 4r' s\ � � a, — , , � Place Matting for Erosion Co�trol � � � --� \__�// q �\+ �p , ; �`, ', +-�3 0��/' ¢' ; ,� �� � �/ �� , , � � , � � on Slo 6 OS WOfI( AIIOWS. FLOATING � � i � ti �, ��3 ', / '� P � � i ° �� �' �, � i � f ; rueaioiTv 33 x 10 x 3 � / ��—S,i ., � , �,0.� es - L Sta. 524+b2 to Sta. 528+00 Rt � � / a �r� carE , � �. �`` � �3 , � �r� � � \ \ / ` � � �� � � , ,�� OBUTERaTE ANO � ` „' � CURTAM� LrJ inch Skimmer 50 x 18 x 3 � +� �` � ;/� ,� `, cR.eoe ro oRa,v � a � �No with 0.375 inch (�'� � _, �, � , � , � � ,�. i :�"�\ we ens� � � Sf Orifice Diameter `v' 1 ��h / I� 8.4F � �\� wa,. , // �� � W � a i � p i f Y8� \. i �]p i — C �Sf L7 1 4 ft.weir �� t�\00� �� /��/ � �� � aP ��/ � � � S�y�i/i N sd ' °' � \ THE TABOR �\ �� 8.3F \� � � � / � ' � ' � f"4 \ �'A � ``�� 9 � � � ``� 1 � ��� i i , � FAMILY TRUST S� n Q i� `�� 5°" � � i y V� � \ � � $ �\ B.\ \ � / . / � m , `�, ( 'r' ' SO � '„ -. .Zl )l , � ; o� � „o � � l � � / �o� . ; � ',,' -�r ,- P ' a DETAIL '�30 � 'i/ °r �/ Q � � � p , � ' ' .\�� �% �3 � F m � � �K FILL�OND � � WO W \ �i!+i / ,j k ` /� \ � � �,(-, �h , w � �, .0 5�a�a� \� r � ox \ f � ,y/ � � � `�i � .\ � � � 4,� � �� � � P�Wosea � \ \ Y 3 / Y' . // f`.] � ' � i o ; � � � o `�'ro�' � \ `�' /�{�'� �3 � ; ti o �o \ ct'����' \ ' _ ,,�3 0�� �� i � NG EartM1 FIII � ��� �lav� 880.0 IFI f� � � e , O�\\`/ � / .- � /f./ \4,� � i ; 9 �\ �" � " `\ � `' _ -' � ����ryo� �hy,t � / 'S/� � I 4i' � zS KO SZ N� // : y\ � � '�'��✓�. C") �� � � y�+ �p� �O li � � \ � � �`� . 4� . � i C Rock Fpl � 1.0'4W. N.N.S. Elev: � (� \ ' : X / � � `, � il ` _ - ,/ � . �Q i ... To Barm 8)99 �J \6. f-� � /\ 1 \ ��� � _ _ - , . ' a� HO � "�s. / \�o `v' � ¢ \ �� - cq"�� \ \ j �� , _ , � o��� . o F0.0M SfA 525+00 TO STA. 528+15 �- RL�S� `�'i.�� � /=A �ryF � �Q"` � / F 'i' � ` _`r _ -' / _ - - � ' � '�0 . m,-. �. O y � ,b'�4 X 'i- � .� - . — .ry '; my oC.�� p�-.-LS� .�5�— Z� � , I � 1 ��� ,-��� \. ����— ---� � ° �2�0���� i o� �SV� V�N`' G 6 gK WAI��- � �L� + � C v E p 'Y �° 1 �� �T �/�` Place Matting for Erosion Control r, \�9�°� � �L ; �� � , on Cut Slope as Work Allows, �3 w ' �' L Sta.531+00 to Sta.537+00 Rt �, I �� .Q�� �� 0 � I •ry0 I L_________,_____