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HomeMy WebLinkAboutU-2579AA_4C_Permit Drawings_20181116�I � � V` � � N � ., � V W 0 � � � � � � T D � 0 0 n � � � � 31 0 ., � V � � O .UJ � oY �� a �LL See Sheet 9A For Index of Sheets See Sheet 98 For Conventlonal Symbols ro ��4 i i !�� � � i r r �j � � �'s �'�� ; �' J I SITE 8 SITE 9 ITE 11 % �' i��% _ � , E`� ���ir 14 I . ► � I � � �� CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. � 4� A PORTIOIV OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF WINSTON—SALEM � ETHERILL ENGINEERING ����� �� ����� `1_/����IA��� �������� �� �������� FORSYTH CO U1�TY � � � A LOCATI011L• WI111ST011t SALEM 11tORTHER11l BELTWAY EASTER11l SECTI0111 (FUTURE I-74) FROM US 3l1 TO I-40 TYPE OF WORK: GRADI11tG, PAVI11lG, DRAl11tAGE � STRUCTURES TO I-40 BYPASS �� SITE ISA �z ', o I� SITE l5 . .. r � 2 8 C � -� �I= � LL�} SITE l3 ��LL SITE 12 SITE 14 SITE 14A THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO lNTERCHANGES SITE 14B STATe TE PROIECT REFEReNCE NO. 1��� U-2579AA 9TATB PROI.NO. .A.PROI.NO. 34839.1.7 6 NO.T SHe i5 � DE9CRIP] PE ROW, UTIL. CONST -+��.�..�:!� i���r;. +rti't��M �� �i��� �',►���r� y�� . �(,►�ll��j ��4_L��ii►`�iyi►r.cs:►.JY rr'�t�r��►��i�r� ��� 1''�� � �''�1' � . . �.. • � —L— POT STA.10 + 00.00 = E11tD PROJECT U-2579AB ��'� Ir POT STA. 836 + 32.44 SITE 1 SITE 2 SITE 3 SITE 4 � SITE S � r _ SITE 6 � ���, ������ SITE 7 � r� o 0 Yaugho&Mellon �•e �a onsuliing E ers � Asheville, o ❑ Ne a si z°ss nna .: . o ° 9�s s„ 9<ss ,o< �s, a,aa o %/ � �� i / � � � � 0 z �o �lC � AO l� \ . 0 E1VD TIP PROJECT U-2579AA —L— STA. 91 +10.37 TIE TO U-4909 / SITE 10 � SITE l0A �/ �= B ,� _� ��/� N Z � N i � Sm DETAIL A SPECIAL LATERAL BASE DITCH �Norio Srnle� r I � o� Fill Ground p F\ �e� slope � Min. D= 1.0 Ft. B=2.0 Ft. FROM STA.12+50 TO STA.13+50 -L- RT DETAIL F SPECIAL CUT DITCH �NMro S�ale) F�o Oi�cF NoNml � A'� �e� Slope G.ound 4.� p F\o Min. D=1.5 F. STA. 50+00 TO STA. 50+50 -L- LT FROM STA.54+34 TO STA. 64+34 -Y2NBL- LT FROM STA. 66+84 TO STA. 67+71 -Y2NBL- LT FROM STA. 68+78 TO STA. 71+00 -L- LT FROM STA.10+50 TO STA.11+50 -Y2RPC- RT FROM STA. 35+50 TO STA. 37+00 -Y2RPB- LT FROM STA.90+50 TO STA. 100+00 -Y2NBL- LT FROM $TA. 37+00 TO STA. 37+31 -Y2FLYAB- LT DETAIL L SPECIAL LATERAL 'V' DITCH (rvo�+o S�ale) NaNrol � ��� Fill G.o��e �qR o A' o s� sloPe Min. D=1.5 F. FROM STA. 39+50 TO STA.41+50 -Yi- LT (No��o S�ale) b NaNral Fill G�aun �/ D ���' Slope d GEOTEXTILE g Min. D= 1.5 F. Max. d= 1.5 Ff. 'Wha� B Is < 6.0' 6= 5.0 Ff. Type of Liner= CL I Ri�Rap b= 5.0 Ff. DETAIL Z LATERAL BASE DITCH �no��o s�oie� b N � ral �- Fill Groun D ����' Slope d GEOTEXTILE g Min. D=1.0 Ft. Max. d=1.0 F. 'When B is < 6.0' 6=].0 F. Type of Liner=Class 9 Rip-Rap 6=5.0 F. FROM STA.22+75 TO STA.24+00 -Y3RPC- RT DETAIL GG STANDARD BASE DITCH ,Hmm 5�e�e, No��rol Na�ural �.o��a .� D ,�.� c.e��d d Geote.rlla� g Min.D=1.5 H. Maz.d=1.5 F. 'Wna� B I: < b.o' 8=2.0 Ff. FROM STA. 25+00 TO STA. 26+00 -L- LT DETAIL NN LATERAL BASE DITCH �No��o Scole� b NaNml �- Gro��d 1.� p �y�� �^��. rill Slope � e � Min. U=lA F. �=•! B=2.0 Ff. b=10A Ft. FROM STA. 80+42 TO STA. 80+80 -Y25BL- RT DETAIL B SPECIAL LP.TERAL BASE DITCH ( Ndlo Scale) N��U�� Fill 3:7 p F� $s� slope Geoterile B Min. D=1.5 Fr. Man.d=7.5 Ft. B = 3.0 Ft. Type of Liner= Class I Ri�Rap FROM STA. 26+00 TO STA. 30+50 -L- LT DETAIL G SPECIAL LATERAL 'V' DITCH (No�to Scole� rol � 1 F'ill Graund O�� F o�a� Slope 0 Min. D=1.5 F. FROM STA. 70+80 TO STA. 71+80 -Y25BL- RT FROM STA. 37+50 TO STA.38+00 -Y2RP� RT FROM STA.50+50 TO STA. 51+50 -L- LT FROM STA.75+00 TO STA. 75+50 -L- LT DETAIL M BERh1 BASE DITCH �No��o Scale�� Ground 7�� �', RDWY D � � Min. D= 1.0 Ff. B= 2.0 F. 6= 5.0 Ft. DEfAIL T LATERAL BASE DITCH �No�to Smle� b NaNml II Ground ! D �� Slope d GEOTE%iILE g Min. D= 1.5 F1. Max. d= 1.5 Ft. 'Wne� B I: < 6a' 8= 2.0 Ft. Type of Liner= CL B Rip-Rap b= 5.0 Ft. FROM STA.41+50 TO STA.43+20 -V2RP� RT DETAIL AA RIP RAP AT EMBANKMENT � No� �o Scale� ,o•m��. Ditch �,0'min. �,p Grade GEOIEXTILE Type M Liner=Clazz I Rip-Rop STA.31+50 -L- LT STA. 23+50 -V2- LT STA. 45+00 -Y1- RT STA. 17+64 -V2NBL- L7 STA 79+91 -Y2NBL- LT STA 79+63 -Y2NBL- LT STA. 25+95 -Y25BL- RT $TA.22+65 -Y3RPB- LT STA. 23+00 -Y3RPB- RT STA. 15+85 -Y3LP� RT STA. 26+00 -Y1DET- LT STA. 26+35 -Y1DET- LT STA.35+50 -Y2RP� RT DETAIL HH SPECIAL CUT DITCH wrHINGE (Na��o Scole� ural Ground � � �o F�r'n� �4� � F��O( Sloae 6.0' � Min. D=1.5 F. FROM STA.46+35 TO STA.48+35 -Y2NBL- LT FROM STA.64+34 TO STA. 66+84 -Y2NBL- LT FROM STA. 53+78 TO STA.54+78 -Y25BL- RT FROM STA. 73+00 TO STA. 75+00 -L- LT DETAIL 00 LATERAL BASE DITCH �No� Scala� b r��i Gro�n 7:/ p 1,•ii+ Slone d GEOiEXTILE B Min. D=1.5 F. Max.d=1.5 Ft. *Whe� B I: < 6.0' B=3.0 Ff. Type of Liner=Class I Ri�Rap b=10.0 F. FROM STA. 19+20 TO STA. 21+80 -Y3RPC- LT DETAIL C LATERAL BoSE DITCH �NM S�ale) b Naturcl Fill Gound D ��h�' Slope d GEOTEXTILE B Min. D=1.5 Ft. Max. d=7.5 Ft. •Wne� B k< or = 6U' 8=6.0 Ft. Type of Liner= CLA55 I Ri�aRop 6=VAR Ff. FROM STA.30+50 TO STA. 31+50 -L- LT DETAIL H LATERAL Bo SE DITCH ( Nm Scole) b Groun ,7:! p 3'\ 1"F1. Fill sio� I e I Min. D=2.0 Ff. B=3.0 F. 6=5.0 Ff. FROM STA. 78+00 TO STA. 78+75 -L- LT DETAIL N BERM BASE DITCH �Notto Swle) b Nor�rai ,�.� r� aovn round ?� p d Min. D=1.5 Ff. B GEOiEXTILE � Maa. d=1.5 Ft. B=3.0 Ft. b=5.0 Ft. iTA. Rl.+Sfl TC] GTA. 3R+[I(1 -V�RPIL RT DETAIL D SPECIAL L4TERAL 'V' DITCH �Noflo Scole) Nalurol � \ �� Fill Ground 3;� b�o e� Slova D Min. D=1S Ft. FROM STA. 21+50 TO STA.22+00 -V2FLYCA- RT FROM STA.71+80 TO STA. 73+29 -Y25BL- RT FROM STA. 43+20 TO STA. 47+07 -Y2RPB- RT FROM STA. 51+00 TO STA.53+00 -Y2FLYCA- LT FROM STA. 71+00 TO STA. 73+00 -L- LT FROM STA.31+00 TO STA.33+00 -Y2FLYAB- LT FROM STA.36+87 TO 38+00 -L- RT DETAIL E LATERAL BASE DITCH (Nolto Smle� b Nofural Ground I p '� Slope GEoiEXiLE � g Min. D= 1.5 Ft. Max. d = 1.5 Ft. •Nme� B li < 60� B= 2.0 Ft. Type of Liner= CL B Rip-Rap 6= 10.0 F. FROM STA. 49+50 TO 50+50 -Y2FLYCA- LT DETAIL I LATERAL Bo SE DITCH (Not Scale) b uwl Fill Graun :/ p 1"h1. Slope d GEOiEXTILE B Min. D=2.0 F. Max.d=2.0 Ft. ^Wne� B h< 6.0' B=3.0 Ff. Type of Liner= CLASS I Ri'aRap 6=5.0 Ft. FROM $TA. 78+75 TO STA. 79+50 -L- LT � No� �0 5<ale) � o� NaNral �'�p s� F'ill roun .� Slope d � GEOIEMILE g Min. D= 1.5 F. Max. d= 1.5 Ft. 'When B is < 6.0' B= 5.0 F. Type o! Liner= CL I Rip-Rop DETAIL U SPECIAL CUT DITCH wMINGE �No��o Scole) rl Groun � o� �4 ) D F\ �s� �i pe 6.0' 4� Min. D=1.0 Ft. FROM STA. 10+05 TO STA.70+55 -Y2NBL- RT FROM STA. 10+04 TO STA.71+54 -Y25BL- LT FROM STA. 16+55 TO STA. 19+57 -Y2SBL- LT FROM STA. 35+89 TO STA. 38+88 -Y2NBL- LT FROM STA. 38+88 -Y2NBL- TO STA. 14+50 -Y3LPB- LT FROM STA. 13+14 TO STA.14+00 -Y3LPC- RT DETAIL BB SPECIAL LATERAL BASE DITCH � No� to Swle� Na�1V�ol Fill z:l p F� Ns� siope d Geotealle g Min. D=1.0 H. Mox. d=1.0 Ft. B=2.0 Ff. pe of Liner=Class B Ri�Rap DETAIL II BERM 'V' DITCH (No��o Scole� �a��,a� 1 � rou� 7.� p .�.� `,n, � xo Min. D=1.0 Ff. b=5.0 F. FROM STA. 41+50 -Y2- TO STA. 14+50 -Y3LPC- LT FROM STA.12+87 TO STA.13+87 -Y3LP� RT DETAIL J SPECIAL CUT DITCH ( rva ro Scale) For' nf � A'� �� Slope e,e��a 3.� p Fw'�e� Min. D=1.0 F. FROM STA. 14+00 TO STA. 15+25 -Yl- LT FROM STA. 17+75 TO STA. 19+50 -Yl- LT FROM STA. 42+50 To STA. 47+43 -Vl- LT FROM STA. 36+00 TO STA.36+87 -L- RT DETAIL V SPECIAL L4TERAL 'V' DITCH �Notro Scale) NMurol � A�\ °� F'ill Ground �:� o s� Slope p er. D Min. D=1.0 F. FROM STA.10+50 TO STA.15+00 -Y4- LT FROM STA. 15+50 TO STA. 16+00 -Y4- LT FROM STA.15+50 TO STA.18+75 -Y3LPG LT FROM STA. 16+20 TO STA. 17+00 -Y3LPB- LT FROM STA.10+55 TO STA.11+38 -Y2NBL- RT FROM STA. 15+52 TO STA. 19+20 -Y25BL- RT FROM STA. 16+20 TO STA. 17+00 -V3LPB- RT FROM STA. 44+00 TO STA. 45+00 -L- RT FROM STA.14+00 TO STA. 16+95 -Y1DET- RT DETAIL CC LATERAL BASE DITCH �No� Scole) b NoNml �- Fill Groun p 1"rF�. Slope d GEo��craE g Min. D=1.0 Ft. hbx.d=1.0 F. �wFen a rs< 60' B=4.0 F. Typeo(liner= ClosslRip-Rop b=S.OF. FROM STA.22+70 TO STA.23+00 -Y3RPB- LT FROM STA.13+75 TO STA.15+53 -Y3RP� LT DETAIL JJ L4TERAL 'V' DITCH �Nmm s�oie� NaNml t- Fill Ground p ' 1••A�. Slopa d Geae�ile Min. D=1.5 F. Max. d=1.5 F. Type of Liner= CL 8 Rio-Rop 6=5.0 Ff. FROM STA.22+50 TO STA. 26+30 -Y2FLYCA- RT DETAIL K L4TERAL 'V' DITCH �Nollo Scole� 1 � urol fill Gmund .� D "iF�. Slooe Min. D=1.0 Ff. 6=5.0 Ft. FROM STA. 19+50 TO STA.21+86 -Yl- LT FROM STA.13+36 TO STA.16+50 -Y3RPC- RT FROM STA.18+50 TO STA.21+00 -Y1DET- LT �Notro &ale� �VfOI Fill G�ound D ���h� Slo e d P GEOTfMILE Min. D= 2.5 Ft. Mox. d= P.5 Ft. 'when B iz < 60' B= 5.0 Ft. Type o! Liner= CL I Rip-Rop 6= 70.0 Ft. DETAIL W L4TERAL BASE DITCH INorio smlel b Natural r- Gro�nd 7.� p �,.� t"rH. Fill Slope I p I Min. D=2A Ft. 1�•� 6=4.0 Ft. 6=5A Ft. FROM STA.23+06 TO STA. 26+00 -Y25BL- RT DETAIL DD SPECIAL L4TERAL BASE DITCH �Notw Scole� r I � o< F'ill Graund ?. p F\ �e< slope � Min. D=1.0 Ft. B=I.O Ft. FROM STA.15+36 TO STA.16+00 -Y4- RT FROM STA. 16+00 TO STA. 17+50 -Y4- LT FROM STA. 15+75 TO STA. 16+20 -Y3LPB- LT FROM STA.23+00 TO STA.23+50 -Y3RPB- RT FROM STA. 16+95 TO STA.18+00 -Y1DET- RT DETAIL KK STANDARD 'V' DITCH �No�to S�ale� Nafural Noluml Graund ,-� Ground oe p 'oe` Min. D=1.0 Ft. FROM STA. 11+00 CUL TO 17+50 -Y3RPC- RT FROM STA.15+14 TO STA. 16+20 -Y3LP8- RT FROM STA. 15+00 TO STA. 15+20 -Y2FLYCA- RT DETAIL PP FALSE SUMP (Notto Scale� Median Difch 9" -� 2' �- ee Chan Below� -.n- 20' -�1 GI t $ � EtC. S=Ditch Slope 4 Proposed Ditch FROM STA. 27+33 -Y2- MED - L=30' FROM STA.32+83 -Y2- MED - L=30' DETAIL QQ No FALSE SUMP (Notto Scale) O�tside Ditch Traffic Flow �� � 12�1_ 'I � GI t $ � 2�C. S=Ditch Slope fE Proposed Ditch FROM STA. 37+33 -Y25BL- RT FROM STA.40+74 -Y258L- RT FROM STA. 46+34 -Y2NBL- LT FROM STA.15+03 -Y3LP� RT FROM STA. 17+30 -Y3RPC- RT DETAIL Q SPECIAL CUT DITCH �Notro Scale� F�.om <F p�� �� Slope �.o��d �q,p p F� �0� Min. D=1.0 Ft. FROM STA.41+50 TO STA.42+50 -Yl- LT DETAIL X STANDARD BASE DITCH �Noiro S�ale� Gr�rcl ound z, ,�.\ roun D Min. D=1.0 Ft. � B=2.0 F. FROM STA.31+64 TO STA.35+17 -Y25BL- RT FROM STA.75+62.80 TO STA.17+65 -Y2NBL- LT FROM STA. 23+69 TO STA. 27+82 -Yl- RT FROM STA.44+33 TO STA. 44+78 -L- LT FROM STA.28+10 TO STA. 35+45 -Y2RP� RT (Profile should be derermined by contronor uker fhe pond is drained) DETAIL EE SPECIAL NT DITCH (No�ro Scole� Ditch � °� Slope Graund " D A�\�et a er Min. D=1.0 Ft. FROM STA.41+21 TO STA.44+71 -Y2S8L- RT FROM STA. 30+88 TO STA. 36+00 -Y2NBL- LT FROM STA. 17+00 TO STA. 17+50 -Y3RPB- RT FROM STA.21+00 TO STA.22+00 -Y4- LT FROM STA. 32+00 TO STA.32+38 -Y1DET- RT FROM STA.31+00 TO STA.32+50 -Y1DET- LT PROJECT REFERENCE NO. SHEET NO. ILW SHEEf NO. ROADWAY DESIGN HVDRAULIC$ ENGINEER ENGINEER INC�Ng1�1L1E E 1�1L.�N� DO NOT USE FOR / W ACQUIS[TION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 2 OF 32 DETAIL R LATERAL BASE DITCH �Nolfo S�ale� b No��rol �- Gro��d Z.� p ry�� i^�F+, fill Slope I p I Min. D=7.0 Ff. �'� B=2.0 H. 6=5.0 F. FROM STA.20+50 TO STA.21+75 -Y3RPC- RT FROM STA. 37+00 TO STA.39+50 -Yl- LT DETAIL Y LATERAL BASE DITCH �Nnto 5<ale� 6 G��ral Fill ound 'I D � ��' Slope d GEOTEMILf B Min. D=1.5 F�. Mox. d=1.5 F. 'when B'is � 6.0' B=3.0 F. Type of Liner=Class I Rip-0.ap 6=5.0 Ff. FROM STA. 17+50 TO STA. 20+00 -Y3RPC- RT FROM STA.22+00 TO STA. 22+75 -Y3RPC- RT FROM STA.14+74 TO STA.15+75 -Y2FLYCA- RT DETAIL FF SPECIAL CUT DITCH �No�to Smle) Fronf � Di��h p�� °� Slope Gro��d 3.� D F\ �s� Min. D=1.5 F. FROM $TA.48+35 TO $TA. 54+34 -Y2N8L- LT FROM STA.54+78 TO STA.61+30 -Y258L- RT FROM STA.20+50 TO STA.21+50 -V2FLYCA- RT DETAIL MM SPECIAL CUT DITCH �No��a Scale� F,a�� � o� Dn�h Groun I `�') p AF�o�s� Slopa d Geo�enlle Min. D= 1.5 Ff Type of Liner= CL I Rip-Rop Mox. d- 1.0 Ft FROM $TA. 19+00 TO $TA. 20+50 -Y2FLYCA- RT FROM STA. 22+00 TO STA.22+60 -Y2RPC- RT DETAIL LL LATERAL BASE DITCH �Notro Scale� �� NONraI II Ground / D ��'��' Slope d GEOTf%TILE g Min. D= 2.5 F. Max.d= 2.5 Ft. 'Nme� B I: < 6a' B= 4.0 Ft. Type of Liner= CL I Ri�Rop 6= 5.0 Ff. FROM STA. 79+30 TO STA. 80+50 -Y25BL- RT DETAIL RR oo N�Uro DETAIL SS No, FALSE SUMP �� STANDARD BASE DITCH �No��o 5< le� �No��o Scole� �,oi Gro�n :� .�,�� Gro�n Outside Ditch d D -.Iz.o'f.- Traffic Flow ���� Z0:1 Georeala B Min. D=1.5 Ff. GI Man.d=1.5 Ft. �-5- et�. B=4.0 Ft. 'When B is < 6.0' S=Ditch Slope � Proposed Ditch T e of Liner=Class I Fi Ra FROM STA. 19+36 -Y25BL- RT FROM STA. 26+50 TO STA. 28+91 -Y2NBL- LT FROM STA. 38+00 -Y2NBL- LT FROM STA. 35+72 -Y2NBL- LT FROM STA.32+27 -V2NBL- LT FROM STA. 37+75 -Y2NBL- LT FROM STA.23+35 -Y3RP� LT Z 0 N > � � °o Sm DETAIL TT PIPE OUTLEf CHANNEL � Nof �o Scale� � -� � --� °'��e � � aN'� d s ` rvo a`e�e�Eo STA. 18+81 -Y2NBL- LT; 3 TON CI. I; d=3 F; L=8 Ff STA.21+62 -Y2NBL- LT; 4 TON CI. I; d=3 Ft; L=8 Ft $TA.22+95 -Y2NBL- LT; 4 TON CI. I; d=3 Ft; L=8 Ff STA. 54+35 -L- RT; 16 TON CI. I; d=5 Ft; L=35 Ft DETAIL ZZ SPECIAL CUT DITCH �No��o Scale) o,o�� ?l ncn Fp eo� G'� �� slope o�ch d D Slope Gao�e.nle Min.D= 2.0 Ft. Type of Liner= CL B Ri�Rop Max. d= 1.0 F. FROM STA. 42+50 TO STA.43+20 -Y2RP� LT DETAIL AG TOE PROTECTION � Nol ro Scole) �\o e� Nmurol .�,�� ��5�°p Gro�nd , b � F � �I d d=1.0 Ft. 6=5.0 Ft. Geo�eatlle Type of Liner= CI. I Ri�aRap FROM STA. 15+75 TO STA. 17+50 -Y2FLYCA- RT FROM STA. 22+63 TO 23+63 -Y2RPC- RT FROM STA. 54+50 TO 55+00 -L- RT DETAIL W SPECIAL LATERAL 'V' DITCH � Not ro Scale� 9.� � O g` SIOPe From ��Fo el p °� sioae Min. D=].0 F. FROM STA. 88+30 TO STA. 90+80 -Y25BL- RT DETAIL AC HEAD DITCH �Nof�o 5<ale) Grurol � NaNral oun Gro�nd D y� Min. D=3A Ft. FROM STA.21+00 CUL TO 22+11 -Yl- RT STA.26+78 -Y2RP6- RT DETAIL AN-1 10' BASE DITCH w/CL II RIP RAP ( Not to Scale) � V� EXISTING ROADWAY FILL 10'min. ��- 60" CSP TO BE - �� �_ - l REMOVED 3.0'min. � ; 1.5' MIN EL. 816.5 EL. 811.5 GEOTEXTILE FILL IN EXISTING EL 811.5 SCOUR HOLE Type of Liner= CL II RR, 200 Tons Geotextile= 270 SY DETAIL UU SPECIAL LP.TERAL BASE DITCH �Nof�o Scale� Na�t�ml Fill . � 3,.7 D F� �e� slope d Geomaille B Min. D=1.5 Ft. Mox.d=1.5 F1. B=2.0 Ft. fype o( Liner= Class I Ri�Rap ROM STA. 50+50 TO STA_ 51+00 -Y2FLYGA- LT DETAIL AB TAIL DITCH �Noiro Scale) Natural Naou^ol Graun � � D ry.1 Min. D=3.5 Ft. � B=3.0 F. FROM STA. 77+60 TO STA. 78+00 -L- LT DETAIL AH LATERAL BASE DITCH �Notto Scole� b Nafural �- Fill Gmund ) D � �' Slope d GEOTEXTILE B Min. D=1.5 Ft. Max. d=1.5 Ft. •Wne� B h< 6.0' B=70.0 F. Type of Liner= Clou I Ri�aRop b=5.0 F. FROM STA. 52+50 TO STA.53+00 -L- RT FROM STA. 53+10 TO STA. 54+30 -L- RT DETAIL CUL 2-1 ,�o, .o s�a�E, SKEWED MULTI-BARREL CULVERT LOW FLOW CHANNEL,SILLS AND FLOOD PLAIN "NOTES: 7) NATNE BED MATERIAL SHALL BE PLACED BETVJEEN THE SILLS IN THE LOW FLOW NLVERT. NATIVE MATERIALS CONSIST OF MATERIAL THAT IS EXCAVATED FROM THE THE STREAM BED OR FLOODPWIN AT THE PROJECT SITE DURING CULVERT CONSTRUCTION. RIP-RAP hWY BE USEO TO SUPPLEMENT THE NATIVE MATERIAL. IF RIP-RAP IS USED, NATIVE MATERIAL SHOULD BE PLACED ON TOP TO FACILITATE ANIMAL PASSAGE.THE TOP SURFACE OF THE NATURAL STREAM BED MATEkIAL SHALL BE PIACED AND LEVELED TO A FIAT SURFACE TO ALLOW FOR ANIMAL PASSAGE. THE HIGH FLOW BARRELS $HALL BE BACKFlLLED WITH NATNE MATERIAL ANdOR RIP RAP. NATNE MATERIAL AND RIP RAP ARE Sl1BlECT TO APPROVAL BY THE ENGINEER AND MAY BE SUBIECT TO PERMIT CONDITIONS. 2� SILLS ARE TO BE 1.0 FT. WIDE, CAST SEPARATELY AN� ATfACHED BY �OWELS. 3) TOP OF LOW FLOW SILLS SHOULD MATCH STREAM BED ELEVATION IN LOW FLOW CHANNEL OF STREAM. �THALWEG) 4� DO NOT $ET ELEVATION OF HIGH $ILL$ ABOVE BANK FULL. 5) NUMBER OF SILLS DETERMINED BY THE ENGINEER. SILLS AT INLET AND OUTLET 9.0' C �' � �! L4•� -,'-- W,wc �/ BACK FILL WITH NATIVE MATERIAL TO ��� i � SILL HEIGHT su� NO SILLS REpUIRED IN THE LOW FLOW 9ARREL FLOOD PIAIN FIOOD PLAIN 9ENCH BENCH PWN VIEW � FROM STA. 39+45 TO STA.40+00 -Yl- RT DETAIL CUL 2-2 INLET NPICAL (LT TO RT LOOKING DOWNSTREAM) NOT TO SCALE EXCAVATE NATURAL GROUND � 1 VAR - IZ ti / - DEPTH VARIES I CLP.SS 'I' RIP RAP FROM 3' TO 5' W/GEOTEXTILE (TVP.) DEPTH 1 FT CHANNEL WIDTH APPROX. 8' EST TON CL455 'I' RIP RAP = SS TONS DDE = 118 CY EST GEOTEXTILE = 155 SY DETAIL NL 2-3 OUTLET NPICAL (LT TO RT LOOKING DOWNSTREAM) NOT TO $CALE NATURAL EXCAVATE GROUND � � _ _ VAR � ) / 1 CLP.55 'I' RIP RAP DEPTH VARIES � I W/GEOTEXTILE (TYP.) FROM 4' TO 7' DEPTH 1 FT CHANNEL WIDTH APPROX. 8' EST TON CLA55 'I' RIP RAP = 246 TONS DDE = 417 CY EST GEOTE%TILE = 409 SY EST. FILL = 20 CY DETAIL WW $PECIAL CUT DITCH �Notro 5<ale� a.� a p� h 'co a�� AF� n°� Slooe oa�n d � Slope �o��ae M��. o= zo F�. Type of Liner= CL I Ri�Rap Mox. d= 2.0 F. FROM STA. 90+80 TO STA. 94+89 -V256L- RT DETAIL AD SPECIAL LATERAL BASE DITCH ( Not to S<ale) Nal��al � Fill Gro�n 7:/ p �� �ye� 5loae d cewe.nle g Min. D=1.0 R. Max.d=7.0 Ft. fype of Liner= Class B Ri�Rap B-Z'0 Ff. FROM STA.15+53 TO STA.17+50 -Y3RPB- LT DETAIL AI NaNml FALSE BERM Groun� ZG� �No��o Scole� Top EI.=842.0' ` ?. FiII5lepa aHe� �L Pipe Pipe FROM STA. 26+40 TO STA. 27+50 -Y2RP6- RT DETAIL XX STANDARD BASE DITCH �Nor�o Scale) No��rol Na�uml Ground p 1�� Ground d Geore�nile B Min. D=2.5 Ft. Max. d=2.5 Ff. ^Nhen B is < 6.0' 8=5.0 Ff. !:i+SO IV SIA.l5+5p -YI- LI +00 TO STA. 27+30 -Y1DET- RT DETAIL YY LATERAL BASE DITCH � Not lo S�ale� b NoNml Fill G.ound / p "h� Slope d GEOTEXTILE g Min. D= 1.5 H. Man.d= 1.5 Ff. *WI.e� B I: � 8.0� B= 6.0 Ff. Type o(Liner= CL B Rip-Rap 6= mm.15.0 Ft. FROM STA.40+86 TO 42+50 -Y2RP� LT DETAIL AE PIPE OUTLET CHANNEL @ 15 STREAM �Nofto Scale� N� -�� f"'� �' ---�ro��� h �Mo..-o.n Geotexfile Fabric r,aom eaa i�ei rvd wdm a�acie� T =18" (Class I Rip Rap) Length =4 X D DETAIL AJ SPECIAL CUT DITCH (No��o 5<ale� Front DI�<n Ground Z�) p pF��s� Slope d Geora.nla Min. D= 1.5 Ff Type of Linar= CL I Rip-Rap Max. d- 1.0 H FROM STA. 15+00 TO STA. 16+30 -Y1DET- LT DETAIL AF PIPE OUTLEf CHANNEL @ 15 SIREAM �Notto Smle� �1aW� �%„ F"'� r� --��`�°e 6,,,°� h � i�=o.n Geoferztile Fa6ric '•°°'" a°a `°"°� ed W �F �Vanable� T =24" (Class II Rip Rap) Leng}h =4 X D (No��a 5<ale7 b No�ural �- Fill Groun D � �' Slope d GEOTEXIILE B Min. D=1.0 Ff. Mox, d=1.0 F. 'When B is < 6.0' B=5.0 F. Type of Liner=Closs I Ri�aRop 6=5.0 F. FROM STA.16+30 TO STA.18+50 -Y1DET- LT DETAIL AN-2 STANDARD BASE DITCH � Ha� m s�aie� Na�ural Nol�rol Graund �� D .��� Ground d Geo�a.9la g Min. D= 4 Ff. Max. d= RIP RAP TO TOP OF BANK B= 10 F. T e of Liner= II Ri Ra FROM STA.39+45 TO STA. 40+00 -Yl- RT. DETAIL AN-3 BANK 8 SCOUR HOLE STABILIZATION �Nmms�iel eaa ml [� i• z:i o, Flanar�iYP) Gao�ax�ila Exi g S�aur Hole = 30 F. CM1o��eleed rvo�,oe�e� Type,o4 Line�= CL II RiyRap - KeyeMn STA. 40+00 -Yl- RT. DETAIL CUL 3-1 �NOT TO SCALE� SKEWED MULTI-BARREL CULVERT LOW FLOW CHANNEL,SILLS AND FLOOD PLAIN `NOTES: 7) NATIVE BED MATERIAL SHALL BE PLACED BEPNEEN THE $ILL$ IN THE LOW FLOW CULVERT. NATIVE MATERIALS CONSIST OF MATERIAL THAT IS EXCAVATED FROM THE THE STREAM BED OR FLOODPL4IN AT THE PROIECT SITE DURING CULVERT CONSTRUCTION. RIP-RAP MAY BE USED TO $UPPLEMENT THE NATIVE MATERIAL. IF RIP-RAP IS USED, NATNE MATERIAL SHOULD BE PLACE� ON TOP TO FACILITATE ANIMAL PASSAGE.THE TOP SURFACE OF THE NATURAL STREAM BED MATERIAL SHALL BE PL4CED AND LEVELED TO A FL4T SURFACE TO ALLOW FOR ANIMAL PASSAGE. THE HIGH FLOW BARRELS SHALL BE BACKFILLED WITH NATIVE MATERIAL AND-OR RIP RAP. NATIVE MATEkIAL AN� RIP RAP ARE SUBIECT TO APPROVAL BV THE ENGINEER AND MAY BE SUBIECT TO PERMIT CONDITIONS. 2) SILLS ARE TO BE 1.0 FT. WIDE, CAST SEPARATELY AND ATfACHED BY DOWELS. 3) TOP OF LOW FLOW SILLS SHOULD MATCH STREAM BED ELEVATION IN LOW FLOW CHANNEL OF STREAM. (THALWEG) 4� DO NOT SET ELEVATION OF HIGH SILLS ABOVE BANK FULL. 5) NUMBER OF $ILLS DETERMINED BY THE ENGINEER. t/�/a`^-`_ _'/ / FLOOD PLAIN BENCH SILLS AT INLET AND OUTLET �no��o 5<ale� b NONroI �-- Groun Z' D ���' Slope d GEOTEMILE B Min. �=1.0 Ft. Mox.d=1.0 F. 'When B is < fi.0' 6=3.0 F. Type of Liner=CL I Ri�Rop 6=5.0 H. PROJECT REFERENCE NO. SHEET NO. ILW SHEEf NO. ROADWAY DESIGN HVDRAULIC$ ENGINEER ENGINEER INC�Ng1�1L1E E 1�1L.�N� DO NOT USE FOR / W ACQUIS[TION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 3 OF 32 DETAIL AM SPECIAL LATERAL BASE DITCH �No�to Smle� F'ill Ground p f;���e� Slope � Min. D=1.0 F. B=3A F. FROM STA.26+25 TO STA. 30+00 -Y1DET- LT UtIAIL (;UL 3-1 INLET NPICAL (LT TO RT LOOKING DOWNSTREAM) NOT TO $CALE EXCAVATE NATURAL GROUND � - + VAR 1 �' � CLA55 'I' RIP RAP DEPTH VARIES � W/GEOTEXTILE �NP.) FROM 3' TO 6' DEPTH 1 FT CHANNEL WIDTH APPROX. 9' EST TON CLA55 'I' RIP RAP = 155 TONS DDE = 243 CY EST GEOTEXTILE = 256 SY � . �L Y ���__TMµ G- M IIiN . , � �. 1 ' BACK FILL WITH NATIVE MATERIAL TO ���- SILL HEIGHT sa� NO SILLS REQUIRED IN THE lOW FLOW BARREL FLOOD PIAIN BfNCH PLAN VIEW � UtIAIL I,UL J-J OUTLET TYPICAL (LT TO RT LOOKING DOWNSTREAM) NATURAL NOT TO $CALE GROUND � � EXCAVATE � VA 7.� /1 - - DEPTH VARIES � CLAS$ 'I' RIP RAP FROM 3' TO 7' W�GEOTEXTILE (NP.) CHANNEL WIDTH DEPTH 1 FT APPROX. 9' EST TON CLA55 'I' RIP RAP = 156 TONS DDE = 235 CY EST GEOTEXTILE = 267 SY FlLL = 24 CY N Z 0 w � � oY �O � � m � � \ ' � - / . � - , � � I' � PROJECT REFERENCE NO. SHEET NO. �% � - -- /'� � �i/ / � ' i �� / „� . � � _ �`�°i' -�-/� � � � _��%/� j � � �/ . , �ii����� u/l// '� PERMIT DRAWING ' � � _ —_ _ � � ; ��i � ,q�l <�, ,,,�/ , �� ,�� _ , � z5�9,�, 4 , l_ `_ _ �-- ; �, ii� � �- � - � /% �% ��� / -� � C �� � � �� I od S H E ET � O F � L �__ � � � '— ,� � � �/ � �� �� � � � �/ e � � � � � � �� �� � � �_ - '� � ROADWAY �IGN EET NO. 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EM�E�W i,\ ,� 1 / 1 I I � ��� ;'I r (' DENOTES IMPACTS IN � � �� � �-� = I----� =' ---- � � �I� ��� l �� w� `- � \�� ' f,�_- �� � � ,l� / SURFACE WATER I �� � - -- ------ � �- / '. . _- __ R� � H / � � � � � -� � _ � e� �,�;'� n� � s ER snair�i��� � � � I � / � � � i �� p/' � �� �� i � _�� � ��_ e�� � � � g� � - �I _ � � �'� � /� / / /� � / (POND) � � -� i i r__ � , � � �� � , � `- — � i i % / � � /� �� / i' � / / � � , � � � � --- � 4, $iur woos� j � 1�' � �� �� �- — `� \ _ 1/ � _ � _ � � � � � � �42 � �� � / � � � � SEE SHEET 2/ FOR -Yl- PROFILE � � � � - � � � __ - - -- 7� �� � � � �' � � � � � � � \ � � % � � / �`� � � � - SEE SHEET 33 FOR -Y2RPB- PROF/LE � � � ��� / i Y�� - � � _ —� � � � � A � � � � �� � � f � � � � � SEE SHEET 40 FOR -Y/DRV- PROF/LE .,^ �i� � / ; � � HLINE SHEET 15 —Yl— , , � � " ��' � � / � /� � � /� �/ � � � i STq. 16 + p�p.00 / / � /; / � !� , _ � ; % / � ROADWAY DESIGN I HYDRAULICS ENGINEER ENGINEER a� P PERMIT DRAWING I SHEET 31 OF 32 � s ,� �° 0 sm WETLAND PERMIT IMPACT SUMMARY WETLAND IMPA T URFA E WATER IMPA T Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L- 15+12 42" RCP-V (Not Buried) < 0.01 406 40 2 -Y1- 25+60 RT Drain and Stabilize Pond 0.50 2A -Y1- 28+00 RT Drain and Stabilize Pond 0.12 26 -Y1- 28+60 RT Drain and Stabilize Pond 2.31 3 -Y1-32+78 2@ 9'x9' RCBC 0.07 < 0.01 364 20 3 Bank Stabilization < 0.01 26 3A -Y1 Det- 26+40 Temp. Road 40 4 -L- 36+28 2@ 10'x9' RCBC 0.12 0.01 505 45 4 Bank Stabilization 0.01 80 5 -Y1- 41 +70 RT 15" Pipe Removal < 0.01 0.02 5A -Y1- 39+50 RT 60" Pipe Removal 0.01 < 0.01 42 20 5B -Y1- 45+00 RT Bank Stabilization < 0.01 < 0.01 20 10 6 -L- 45+60 36" Welded Steel < 0.01 < 0.01 78 20 6A -Y2 FLYAB- 23+00 Drain and Stabilize Pond 0.11 7 -L- 54+04 72" Alt/Welded Steel 0.01 < 0.01 60 20 7 Bank Stabilization < 0.01 35 8 -Y2-15+70 to 17+65 RT 4' Base Ditch 0.04 0.03 0.02 9 -Y2-15+92 to 17+31 RT Erosion Control Practices 0.06 10 -Y2- 18+36 Bank Stabilization 0.04 < 0.01 60 20 10A -Y2- 19+50 LT Bank Stabilization < 0.01 < 0.01 9 22 10B -Y2- 22+10 LT Bank Stabilization < 0.01 < 0.01 8 10 10C -Y2- 23+50 LT Bank Stabilization < 0.01 < 0.01 8 10 10D -Y2- 25+50 LT Bank Stabilization < 0.01 < 0.01 10 10 11 -Y2- 19+40 to 20+01 RT Erosion Control Practices 0.26 12 -Y2- 52+14 RR Pad Outlet < 0.01 < 0.01 12 10 13 -Y2- 72+48 RT 60" Alt/Welded Steel < 0.01 < 0.01 63 25 14 -Y2- 78+70 3@ 8'x8' RCBC Extension 0.06 < 0.01 150 20 14 Bank Stabilization 0.03 97 �4A -Y2FLYCA- 14+75to 15+30 3� Base Ditch < Q.Q� < Q.Q� 5Q �Q � 4B -Y2FLYCA- 15+68 to 17+46 Y2 FLYCA �.3$ �.�5 15 -Y2RPB- 41 +50 36" RCP-I I I 0.03 0.01 265 50 15A -Y2RPB- 39+50 to 42+00 Y2RPB 0.64 0.07 0.21 TOTALS*: 1.06 0.11 0.60 0.02 3.48 0.06 2348 402 0 *Rounded totals are sum of actual impacts NOTES: 15A - There will be total take of the remnant, shown in the quantities. Revised 2013 10 24