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HomeMy WebLinkAbout20170730 Ver 1_Pages from U-2579C Forsyth June 8, 2017_20170614� � � O L � a m 3 E � a a T '� _� OU N�E ,� 6, � o �NN ��� See Sheet 9A For Index of Sheets See Sheet 9B For Conventional Symbols � � • � � V � � O V BEGI11l C011lSTR UCTI011t —L— POT STA. 366 + 00. 00 TO SR 2277 BA UX MO UNTf1IP � ROAD UTURE I-74) �� ��� � I � 1����� � ������.�.. Ifl��%����1� �1� I�- ��I�I�V��� I��"'(�) I'� �; `�- -I" I- , �'(� � ' \ 'I ' � 6fAT8 eTATE VROIECT REPERHNC6 NO. T��a U-2579C PROl.NO. .A.PROJ.N0. 34839.1.9 WA 34839.2.6 WA 34839.2.GV18 WA 34839.2.16 WA 34839.3.GV6 NHP-09181062 LOCATIOIV: WINSTON — SALEM 11tORTHERIV BELTWAY (EASTER11l SECTION) FROM US 3ll TO US l58 (FUTURE I-74) TYPE OF WORK: WIDE11lI11tG, GRADIIVG, PAVI11lG, DRAI11tAGE, SIG11lI11tG, SIG11lALS, ITS, CULVERTS A111D STRUCTURES. WETLAND AND SURFACE WATER IMPACTS PERMIT � /� � � � � SITE 13 —LxP OT ST A. 474 + 91.29 (LT) �� \/ \ � �� J I I I" ' —L— POT STA. 474 + 03.6I (RT) ��, � � � � � 1'O � BEGPOTBSTA.4 2+36.29 (LT)� � ���� � -���� ; � ��� j 40 $L7S � �� � ���� �s6 —L— POT STA.472+48.61 (RT) ��� � � —�� �P� � �'� � � � � �!y Oy, �., \\ ...�� �� END BRIDGE —YI— POC STA. 30+34.05 �9�� F� T� �tic, T � �� o � ooQ �� =o� � BEGIN TIP PROJECT U-2579C �� s� E � THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEIIVG LIMITED TO IIVTERCHAIVGES / c \� � SITE 14 � T��T \ E1VD BRIDGE � C —Y2— POT STA. 22+40.27 \ BEGIN BRIDGE � —Y2— POT STA.20+18.52� - SITE b SITE 7 . D ;� �� � ����� �� � \ � � � /��� SITE 7A � � ��G ��� e \ ` / ` � �P��l- � SITE 9 SITE 11 � � OP�S(:RIPTION PE RNJ RNJ UTIL CONSTR. E1VD TIP PROJECT U-2579C` BEGI11l TIP PROJECT U-2579. —L— POT STA. 478 + 00.00 PERMIT DRAWING "oTE: SHEET 1 OF 40 SITE 8 AND SITE 10 OMITfED UOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLANS PREPARED BY: 000naovoo�poo GRAPHIC SCALES DESIGN DATA PROJECT LENGTH o`oP`"�`AR0`,%°�o�Ic�EEn S STATEI OF NORTHI CAROLINA 860[ S7X FORKS RD, S(JITE 260 oo�oe�FES$/D�,o9 0 & RALEIGH, NC 276/5 o Q � o � 50 25 0 50 loo ADT 2017 = 65,592 v,9-9z6-a,00 o°` SEAL o ° 026971 � ADT 2037 = 93���Z FOR 7HE NORTH CAROLI A DEPARTMENT OF TRANSPORTA7ION ��°�F'�CINE�P°�a o�c 0� �QO��'�p PLANS K= �Q o�o LENGTH OF ROADWAY PROJECT U-2579C = 1.989 Miles zo�zsraxnann srEcrsicarro:vs ��°°�oo'�,y��o�oo��oopoo�° ���� � '�a�,� JASON TALLEY, PE srcxnr�nE: � � 50 25 0 50 100 D= 60 % LENGTH OF STRUCTURE PROJECT U-2579C = 0.040 Mile RIGHT OF WAY DATE: rno�ecr ENc�xEEn Q o�t�°cn°r°°o�oo ROADWAY 9 � T= 18 %* TOTAL LENGTH OF TIP PROJECT U-2579C — OCTOBER 28, 2015 oo�e°a�°°�e°s°si°°�o�r°°�oo DESIGN F' c 1.949 Miles JARED BOND, PE o oF om a, o a�/ � � � ap 9� �e o ENGINEER �' � PROFILE (HORIZONTAL) y= 70 MPH rno�Ecz nEsrcN sxcrxEsx e sen� � Q 040418 a° ��p OQ� 10 5 0 70 20 * TTST-12% + DUAL=6% LETTING DATE: °� �� � a �4 / ( � TATIA L. WHITE, PE, PLS o;�;`ti�iNEEB°� � �� �a��' FUNC CLASS = INTERSTATE OCTOBER 17, 2017 Ncnor coxracr �°�00000"°M°°a�oo � �Q o00 PROFILE (VERTICAL) ��°°°°°°���� S7GNATURE: DETAIL A L4TERAL BASE DITCH (No+�o S�oie7 b Ground 2.� p �,.� 1"fr�. Fill slope � o � Min. D=2.0 Ft. ��� B-2.0 Ff. 6-3A Ft. FROM -L- STA 374 �i� SD TO STA 377 �i� 50 LT DETAIL B LATERAL 'V' DITCH �N r�o s�oie� �,o� 1 I� F;�� Ground .� p Ft. Slope Min. D=1.5 Ft. 6=3.0 Ft. FROM -L- STA 373+00 TO STA 374+50 LT FROM -Y1DET- STA 24+00 TO STA 29+00 LT �No��o s�oiel �aou�� z., , �� ;�� d D \ � . slanc GmTEX�ILE 8 Min. D-2.0 F. Max. d -2A Ff. 'WFen B'is < 60' 6-5.0 H. Type oftine�=CLASS IRip-Rap 6=5.0 F. � DETAIL D ^, LATERAL B�ASE DITCH W � Na, s<o�ei v J _- NoNrol z , f�ll roun d ./ p 1"�F�. SIoPe •>///��� GEOTExiILE 8 Min.D-2.0 F. � Max.d-2.0 Ft. 'WFen e "is . 6.0' B �4.0 H. N Type of tiner-CLASS B Rip-Rop �-3.0 F. li FROM -L- STA 373-00 TO STA 374+50 RT FROM -L- STA 377+50 TO STA 384+00 LT FROM -L- STA 385+50 TO STA 386+50 LT FROM -L- STA 387+00 TO STA 392+00 LT FROM -L- STA 438 +� 15 TO STA 442 +- 50 RT PROM -Y1RPB- STA 16+00 TO STA 21-60 LT FROM -Y1RPC- STA 20+85 TO STA 21+40 RT DETAIL E TOE PROTECTION (Nott S�ole� OR 1�'(�F"� sloPE cRouNo d F G[Oi[zn�E d=2.0 F. Type of Liner=CL455 B Rip-Rap FROM -Yl- STA 30+80 TO STA 32+50 LT FROM -Y1RPD- STA 26-60 TO STA 28+00 RT FROM -Y1RPD- $TA 26+90 TO $TA 30+00 LT FROM -Y1RPC- STA 17+85 TO STA 20+50 RT FROM -Y1RPC- STA 21+17 TO STA 24+00 LT FROM -Y1RPB- STA 22+50 TO STA 24+25 RT FROM -L- STA 399+50 TO STA 401i-00 LT FROM -L- STA 399+50 TO STA 401+00 RT FROM -L- $TA 413+78 TO $TA 414+50 LT FROM -L- STA 474+86 TO STA 475-80 LT FROM -Y3- STA 17+00 TO STA 18+70 RT FROM -SRSA- STA 13+00 TO STA 13+80 LT DETAIL F L4TERAL BASE CHANNEL (N ��o Scala) b G°a��°� 2� F'ill d D Slapc J' 8 Min. D=3,0 Ft. aiivE eEo Maieain� Max. d=4.0 Ft. 8=4.0 F�. Type ofLine� Closs'll'Rip-Rap b=10.0 Ft. FROM -Y1RPB- STA 21+85 TO STA 24+00 LT DETAIL G TOE PROTECTION 7.� INa��o s�oial \o e' F%/yro O e o S\oPa pa 1�F�� d Geo�exlile d=2A Ft. Type ofLiner= Glass B Rip-Rap FROM -L- STA 395+00 TO STA 399+50 LT FROM -L- STA 395+00 TO STA 399+50 RT DETAIL H CHANNEL BANK STABILIZATION � No� to Scole) � �� --�o��a ^i�l"„ c��vo�able�Eo d=4.0 Ff. Type of Liner= Class 'll' Rip-Rap -L- STA 383+75 RT -L- STA 386-78 LT -L- STA 388+85 RT -L- STA 414+19 RT -Y1RPB- STA 27+ 75 LT -SRSA- STA 22+65 RT DETAIL I STANDARO BASE �ITCH (rvo��o s�aio� �,ai �,oi ro��� .� D ,�� ro�� Min. �=1.5 Ff. � 6=2.0 F. FROM -Y1- STA 37+50 TO STA 41+00 LT -Y1LP6- STA 14+00 LT -Y2DET- STA 23+50 LT DETAIL J STANDARD BASE CHANNEL � N � �o Scale� G��oi Ho���oi a�nd :� p �y� Ground d Geo�e,r�ie g Min. D=4.0 Fi. Max. d=4.0 F. 8=6.0 Ft. Type of Liner=Closs II Ri�aRop -Y1RPC- STA 20+85 RT DETAIL K SPECIAL CUT DITCH IHo�m s<aiel F�n Ga�ura�l � p1 �� P rou 9:l F\ �e� D Min. D=1.0 Ft. FROM -Y1- STA 12+50 TO STA 14+00 LT FROM -Yl- STA 26+00 TO STA 27+50 LT FROM -Y1DET- STA 16 i 00 TO STA 21 i 50 LT FROM -V1DET- STA 19+50 TO STA 21+50 RT FROM -Y1LP8- STA 14+00 TO STA 15+00 LT FROM -Y1RPC- STA 26+00 TO STA 28+50 LT FROM -Y1RPC- STA 29+75 TO SiA 31+00 LT FROM -L- STA 430+00 TO STA 434+00 LT FROM -L- STA 469+00 TO STA 470+00 LT FROM -Y2- $TA 14+13 TO $TA 17-50 RT FROM -Y2- STA 15+50 TO STA 16+00 LT FROM -Y2DET- STA 23+00 TO STA 24+50 RT DETAIL L BERM 'V' DITCH �Na��a Scole7 NoNral � roun ��J I ry'� RDWY N Min. D-1.0 Fr. 6-5.0 Ft. FROM -L- STA 417+00 TO STA 418+50 LT FROM -L- STA 444 �i� 00 TO STA 444 �I 50 RT FROM -L- STA a51+00 TO STA 454+50 LT FROM -Y1LPB- STA 13+00 TO STA 14+50 RT � rv i io s�oie� Na��.ai b F�u G GEorExrlLE �! D .� slope d B Min. D=2.0 N. Mox. d=2.0 Ft. �wFen s �z < 6.0' B=3.0 Ft. Type a{ �iner=Closs I Rip-Rop 6=3.0 F. DETAIL N SPECIAL LATERAL 'V' DITCH I ��� �a 5<oiel F'iII51op � , °` G�o�nd 2:� p pF\0 e Min. �=1.0 Ft. FROM -Yl- STA 39+50 TO STA 42+03 RT FROM -Yl- STA 43+00 TO STA 46+50 Rt FROM -Y1DET- STA 29+00 TO STA 30+50 LT FROM -Y2- STA 22+50 TO STA 26+00 LT FROM -Y2DET- STA 17+50 TO STA 19+50 LT FROM -Y3- STA 13+30 TO STA 16+00 LT FROM -Y3- STA 13+25 TO STA 17-00 RT FROM -Y3- STA 19 i 60 TO S7A 27 � 40 RT FROM -Y3- STA 25+30 TO STA 26+50 LT FROM -V4- STA 10+10 TO STA 11+20 RT DETAIL O STANDARD BASE CHANNEL 1 Na� m s�aie� �,o� Na��.a� Groun �� 1� Groun d � FILL volos W-P B Min. D=4.0 F�. NATrvE BED HiERIAI Mox, d�-4.0 F1. B 8.0 Ft. T e of Liner= Closs'I' Ri Ra -L- STA 438+00 RT DETAIL P $PECIAL LATERP.L BASE DITCH �No�+o Scole� Golurol � o� Fill ro��d 7- p A�� �e� sloae F u Min.D=2.0 Fi. B-2.0 Ft. FROM -L- STA 442+50 TO STA 444+00 RT DETAIL Q BERM BASE DITCH � No� �o Scale� � Not��l ,�1 xDWv .o� 7 � p � d � Min. D-2.0 k. B GfOiE%TILE '� Max. d-2.0 Ft. B•:4.0 Ft. 6-5.0 Ft. Type of Liner- Class B Ri�Rap FROM -L- STA 443+50 TO STA 446+60 LT DETAIL R $PECIAL LATERAL BASE DITCH �No��o Smle� G�aun 1.1 A, �le� Slope d p p\o Goore.rna B Min. D=2.0 F. Moz.d-2.0 Ft. oe of Liner�= Class I Rio-Rao B=2.0 F. DETAIL S STANDARD BASE DITCH � lN ��o s�oial �o c.o��d �� p ti� cro��d d Geo�ex�ile B Min_ D-2.0 Ff. Max.d-�3A F. �wncn a �s < 6.0' 8-3.0 Fi. T e of Liner=Closs I Ri -Ro -L- $TA 427+50 LT FROM -L- STA 473+00 TO STA 473+90 RT DETAIL T STANDARD BASE DITCH (Ho��o s�aie� G��rol Na��rol ound d ?.� D .�1 Gmund Gcoiex�ilc B Min. D-2 0 Ff. Max.d=2.0 Ft. wne� a �z < 6.0' 6-2.0 Ft. Type of Liner=Closs B Rip Rop -L- STA 432+25 LT FROM -Yl- STA 47+00 TO STA 42+08 LT -Y1RPD- STA 28+30 RT DETAIL U FALSE SUMP � Not }o Scvle) Medion Ditch 9 --� 2 �« see cnon seiow� �-r� zo� �I GI �- S - e1t. S-�Ditch Slope 4 Proposed Difch -L- STA 376+15 -L- STA 380+15 -L- STA 384+15 -L- STA 388+15 -L- S7A 391-90 -L- S7A 396+15 -L- STA 400-F15 -L- STA 403+65 -L- STA 413+15 -L- STA 416 I 85 -L- STA 421 I 85 -L- STA 427 i 85 -L- $TA 433+00 -L- STA 441+95 -L- STA 451+65 -L- STA 455+15 -L- STA 458+65 -L- STA 462+15 -L- STA 466+15 -L- STA 470+65 -L- STA 471+95 D ETAI L � FALSE SUMP �F � No� �o Smie� � OWside DitWh _ Iz p,l_ '�`p.� 20:7 'I f GI +- S - S=Dirch Slope � Proposed Dach -L- STA 413 i 15 RT -L- STA 414 I- 85 LT -L- STA 418+35 LT -L- STA 425+00 LT -L- STA 427+90 RT -L- STA 451+65 RT -L- STA 455+15 RT -L- STA 458+65 RT -l- STA 462+15 RT -L- STA 466+15 RT -L- STA 470+65 RT -Yl- STA 17-80 LT DETAIL W � FALSE SUMP ( Not to Scale) Ovtslde Difch 7raffi�Flow � � . I 2�1_ 'l f` GI �. 5 � etc. S=Ditch Slope 4 Proposed Dif<h -L- STA 412+65 LT -L- STA 451+65 L7 -L- STA 455+15 LT -L- STA 458+65 li -L- STA 462+15 LT -L- STA 466+75 LT -L- STA 470+15 LT -Y2- STA 22+85 RT -SRSA- STA 19+20 LT DETAIL X RIP R.4P AT EMBANKMENT �N �ro s�mel 10'min. Di�ch 1.0'm'in. Grade � GEOTFXTILf iype of Liner- Closs II Rip-Rap, FSi 20 TONS Geo�ez�ile- EST 39 SY -L- STA 473+90 RT DETAIL Y ROADWAY DITCH � No 0 5<ale� Go�u�ui b'� �� 0�� n round ?'I F\ �e� 51oPe d � �eorexi�le Min. D=1.0 Ff. Type of Liner= Class 'B' Rip-Rap Mox. d-1.0 Ft. FROM -SRSA- STA 19+50 TO STA 21+50 RT FROM -SRSA- STA 191-50 TO STA 21+50 LT FROM -SRSA- STA 24+50 TO STA 29+00 RT FROM -SRSA- STA 24+50 TO STA 29:00 LT DETAIL Z SPECIAL LATERAL 'V' DITCH � N � m s�oie� ural p'� �� Slope G�o��d Z:) p F��e� d Gco�cx�ilc � Min. D=1.0 H. Type of Liner= Class 'B' R'ip-Rop Mox. d=1.0 Ft. FROM -SRSA- STA 21+50 TO STA 22+55 RT FROM -SRSA- STA 21+50 TO STA 22+55 LT FROM -SRSA- STA 22 I 75 TO STA 24 � 50 RT FROM -SRSA- STA 22+80 TO STA 24-50 LT DETAIL AA BERM 'V' DITCH �H �m s�oie� ,o�� ?.� T ti� 1�1 �o ��o� �.. � Min. D=1.5 Ft. �ea�e.��le � Max. d=1.5 Ff. b 5.0 F. Type of Liner= Closs 'B' Rip-Rop FROM -L- STA 454+50 TO STA 455+50 LT DETAIL BB STANDARD BASE CHANNEL �No��o S�ole� Grou� :/ �,� Groun d � x�v N�P B Min. �=3.0 Ft. FILL vOIDS W� Mox. d=3.0 Ft. NATIVE BE� TERIAI B-20 F. T eofLiner- Class'I'Ri-Ra -Yl- STA 31+29 RT DETAIL CC STANDARD BASE CHANNEL �No��o S�ole� Nolural Nu�urol Groun :� ry�� Grou� d � FILL voIDS W/P 8 Min. D=4.0 Ft. NaTIVE BEO MATERIAI Max. d=4.0 Ft. 6=4.0 H. Type of Liner- Closs 'I' Rip-Rop -Y1RPD- STA 25+ 82 LT -V1RPD- STA 26+46 RT DETAIL DD TOE PROTECTION (No��o Scale� F ti� �E& caouNo p�3' � d d-2.0 F�. 6=2.0 Ft. s�oPe Type oV Liner= PSRM FROM -Y3- STA 21+40 TO STA 23+00 RT FROM -Y1DET- STA 241�50 TO STA 28 i-00 RT PROIECT REFERENCE NO. SHEET NO. U-2579C 20-1 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES GOMPLETED PERMIT DRAWING SHEET 2 OF 40 C � U � [h e L Q � � E DETAIL EE DRY DETENTION BASIN DRAWDOWN STRUCTURE 'NOT TO SCALE* � SIDE 1 SIDE 2 iR45H R4CK VAFIES %TRASH RACK ..�.�.-� � SEE TABLE J HINGE NOTES � SIDE 3 PROJECT REFERENCE NO. SHEET NO. U-2579C 20-2 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 3 OF 40 PLAN VARIES 1�" HOLE GFATE FRAME HANOL �` PLAN � rn � � M B L a N � E DETAIL FF REMOVABLE ORIFICE TRASH RACK "NOT TO SCALE' E GATE OPENING dOTES� �5 NECESSAA cnniN CLOSl1FE REBAR TRASH RACK NOT TO SCALE p1i7eS1�:�1 %2" HOLE GFATE HANDIE FR4ME � . VARIES . I SECTION A-A RISER TRASH RACK NOTES: 1. ALL JOINiS SHALL BE FULLY WELDED AROUND JOINT WITH A MINIMUM OF A 14" BEAD. 2. IF BOLTS ARE ANCHORED IN CONCRETE, FOLLOW STD. DWG.862.03 AND 862.04 FOR ANCHORING PROCEDURE. 3. EYEBOLT FOR CHAIN CLOSURE SHALL BE INSTALLED BY THE SAME METHOD AS THE HINGE PLATE BOLTS. 4. RACK AND HARDWARE $HALL BE AWMINUM OR REBAk AND GALVANIZED IN ACCORDANCE WITH ASTM A-153. 5. PROVIDE OPENING IN TRASH R4CK TO ACCOMODATE SLUICE GATE ON THE OUTLET PIPE. ENSURE TRASH RACK OPENS FREELY AND WITHOUT INTERFERENCE WITH SLUIGE GATES. ORIFICE TRASH RACK NOTES: 1. ALL IOINTS SHALL BE FULLY WELDED AROUND IOINT WITH A MINIMUM OF A V4" BEAD. 2. IF 80LT5 ARE ANCHORED IN CONCRETE, FOLLOW STD. DWG.862.03 AND 862.04 FOR ANCHORING PROGEDURE. 3. REMOVEABLE ORIFICE TRP.SH RACK SHALL BE ATTACHED TO CONCRETE 60% BY HINGE OR SLIDE RAIL SYSTEM. 4.RACK AND HARDWARE SHALLBE ALUMINUM OR GALVANIZED IN ACCORDANCE WITH ASTM A-153. E�EVaTION P0] TOP OF �BlNK I B I eou�oEas (SEE NOTE FOR SIZE) � 1� O I J �y LL ' � I a PROIECT REFERENCE NO. SHEET NO. U-2579C 20-3 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES GOMPLETED PERMIT DRAWING SHEET 4 OF 40 HER� OF BURY BOULOERS BELOw BEO RIFFLE IB' NOM. THICKNE55 WELL GRAOE� MIX OF (30%l CLI+SS "Fa". (40%1 CLFa55 'B'. aN0 130%1 N0. 57 STONE. ��SDE /\/ RIFF�E RCBC SILL /\� // /\�/ F[LTER 3' FfaBRIC MINIMUN SECTION A-A COIR FIBER �„,� MPTiING (TYP.1 iia o„,„ CENTER BOU�DER 2"� ' SECTION B-B COIR FIBER A M(TTING ITYP) RCBC SILL 1/3 O�px PLAN VIEW TOE NOTE: BOULDERS EST. 15 TONS BOULDEN SHOULo BE NATIVE STONES CLASS �6' RIP HAP EST. 25 TONS SECTION C'C OP SHOT HOCK� ANGULAN ANo OBLONG� CLASS �A� HIP HAP EST. ZO TONS WITH AN AXIS APPNO%ImATELV NO. 57 STONE EST. 2O TONS 3.0 L„ 2.5' wa, 2.0' o EST. 50 SV GEOTE%TILE FABNIC REALH � Wbkf (ft) 8.0� �me% �f=, �.� CONSTRUCTED R I FFLE DETA I L DD NOT TO SCALE C rn � u M B a N 3 E DETAIL HH (NOT TO SCALE) SINGLE BARREL CULVERT W/SILLS AND BAFFLES 'NOTES: 1) NATIVE BED MATERIAL $HALI BE PLACED BETWEEN THE SILLS IN THE CULVERT. NATIVE MATERIALS CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM BED OR PLOODPLAIN AT THE PROJECT $ITE DURING CULVERT CONSTRUCTION. RIP RAP MAY BE USED TO SUPPLEMENT THE NATIVE MATERIAL. IF RIP RAP IS USED, NATIVE MATERIAL SHOULD BE PLACED ON TOP TO FACILITATE ANIMAL PASSAGE. THE TOP SURFAGE OF THE NATURAL STREAM BED MATERIAL SHALL BE PLACED AND LEVELED TO A FLAT SURFACE TO ALLOW FOR ANIMAL PASSAGE. NATIVE MATERIAL AND RIP RAP ARE SUBJECT TO APPOVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS. 2) SILLSBAFFLES ARE TO BE 1.0 FT. WIDE, CAST SEPARATELY AND ATTACHED BY DOWELS. 3) TOP Of SILLSBAFFLES SHOULD MATCH STREAM BED ELEVATION IN LOW FLOW CHANNEL OP STREAM. (THALWEG) 4) DO NOT SET ELEVATION OF SILIBAFFLES ABOVE BANK FULL. 5) NUMBER OF SILIBAFFLES DETERMINED BY THE ENGINEER. te/ L� _Te/ _ — _ _ � 2 f SIL�L NpLWEG � �T TB� �— 6.0' —t� SILL AT INLET AND OUTLET $��� �i � BAFFLE NUMBER OF BAFFLES=16 ON 51 FT CENTERS FROM DOWNSTREAM SILL (SEE STRUCTURE PLANS) PLAN VIEW 6' X 7' RCBC AT -L- STA 397+73 4 SECTION 7.0' / �TB_ _ __ re\ - �..-- �' � THq�k'EG \ � �..-� ana DETAIL II (NOT TO SCALE) SINGLE BARREL CULVERT W/SILLS 'NOTES: 1) NATIVE BED MATERIAL $HALL BE PLACED BETWEEN THE SILLS IN THE CULVERT. NATIVE MATERIALS CON515T5 OF MATERIAL THAT IS EXCAVATED FROM THE STREAM BED OR FLOODPLAIN AT THE PROJECT $ITE DURING CULVERT CONSTRUCTION. RIP RAP MAY BE USED 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 MATERIAL $HALL BE PLACED AND LEVELED TO A FLAT SURFACE TO ALLOW FOR ANIMAL PASSAGE. NATIVE MATERIAL AND RIP RAP ARE SUBJECT TO APPOVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS. 2) SILLSBAFFLES ARE TO BE 1.0 FT. WIDE, CAST SEPARATELY AND ATfACHED BY DOWELS. 3) TOP OF SILLSBAFFLES SHOULD MATCH STREAM BED ELEVATION IN LOW FLOW CHANNEL OF STREAM. (THALWEG) 4� DO NOT SET ELEVATION OF SILIBAFFLES ABOVE BANK FULL. DETAIL KK RIP-RAPPED ENERGY DISSIPATOR BASIN 'NOTE A: IF EXIT VELOCITY OF BASIN IS SPECIFIED, EXTEND BASIN AS REQUIRED TO OBTAIN SUFFICIENT CRO55 $ECTIONAL AREA AT $ECTION A-A SUCH THAT Q desqCROSS SECTION AREA A7 SEC. A-A)= SPECIFIED VELOCITY. *NOTE B: WARP BASW TO CONFORM TO NATURAL STREAM CHANNEL TOP OF RIP-RAP IN FLOOR OF BASIN SHOULD BE AT SAME ELEVATION OR LOWER THAN NATURAL CHANNEL BOTTOM AT SEC. A-A. PROVIDE SMOOTH TRANSITION FROM END OF APRON TO NATURAL CHANNEL WIDTH. ' OF NATURAL WNEL HA1 F PI AN XroP oF ai - `F '+ eew^ P � xiv ana owN - ..�. oFPwn,EEo c a. 39^' � vu,r�. ae 'i� oNX � —f� DIM RIP RAP 6ASIN M 1 1 3 5 6 I 8 A 2' e 2' c 2 D 2' E 7' F 1z CLA55 'I' RIP RAP � 20' EST.105 TONS H 10' EST.190 SY GEOTEXTILE FABRIC •ALL DImEN510N5 HPPRO%IMAiE IN FEET -l- STA 472+75 RT , \ �T`Vr','.•i�,i'I/I'Ii��l%��•I , '�••''�� :� .�''Ir .� �,��:��;�;►�:��'i:�;'�i1 .� 1����i�� ���',�'��'�1 . .., •I , • � ''',',.. �',''''''','�''''''�� �.� r �..,. �.�.r �.r� I �lz�.1_ � i,1-.�.�:� .� � � � I "��-���� ��''�'','�'''�,'�',''��i„ � -, , ,. �,.,,,, .I _�. �:�y �:.l.��:�_i � ;• ',';�. ��i� . • ��� ��!��i . .,,.�,�., . . 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ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES GOMPLETED PERMIT DRAWING SHEET 5 OF 40 0 � cr �� ��' i I I �i;� i� -",:�:.�'..�-- '__-\\ ........�.._ I`�'��. `�4Ch � �_ / � �� J'r i_-'__ /, lil I J i i 1 � \'���..� `J� I` � ZS� �Z.S� O ZS� I SOr PROJECT REFERENCE NO. SHEET NO. i \ � T � 1 � I �— � �� , � � � � c� � � ' � ' ( � � �� � �' ' R-2579C 6E > I I I . 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REPERENCE NO. SHEET NO. N � U-2579C X-58 � 1 1 20 0 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 g g g � PERMIT DRAWING SHEET 23 OF 40 3 3 3 3 SITE 7A 6:1 �� 0 027 D. . 32. 94 FILL I WET ND — — � IMPA TS IN SURFACE WATE ' ILL IN WE LA D — — -- — ' — --- -- — S.S.91 .589 --- � � — — � 91 .86 6:1 6:1 0021 — — — — 3• D.P. 32.582 � — — — — -- — — — — — _ � � — _ — — — � � — 92 .62 .5.926.8 — S.S.93 .11 _ — — — � 93 .06 6:1 — — �— 4:1 — — — — — b:l � D.P. 32.896 930.7 9 13 + 0.0 94 .11 — � � — _ � A:1 6:1 b:l 0 021 — — — — 5:7 � 93 .210 12 -�' 0.� — S.S. 50.9 94 .55 � � � — � � � � ---- � g:1 � 6:1 6:� 0 021 � 6:1 � - 932 586 'Q ll 12 + O.O t � � �_ �� - V�E - ;N� i i 20 0 0 0 0 0 0 0 �o �o �o io �o �o �o �o �o �o zo zo so 2o so 2o zo zo 20 20 `�' O 25 PROJ. REPERENCE NO. SHEET NO. N � U-2579C 6M � 3 0 2 0 1 0 1 0 2 0 3 0 413 + 7 —L— PER IT RAWING SH ET 2 OF 40 SITE 7 � � � � SITE 7A � � \ - / � � - � � �- _ � � � � � �- INV I =916. 7 " RCP LOPE=1.45% I V OU =911.5 BURY 1 s E � :Q N E C � _ vU � E � �LCJ-m �N N `�' O 50 PROJ. REPERENCE NO. SHEET NO. N � U-2579C 7B ° PER IT RAWING SHEET 2 OF 40 3 0 2 0 1 0 1 0 2 0 3 0 2 + 1 –Yl RP – � SI E 9 � � � � � � � � --- - -__, ` INV IN=907 5 � � — ___� -� I �-- � I V OU = 904.0 78' CSP SLOPE 1.4% s � n � :Q N E C � _ vU � E � �LCJ-m �N N � � � N � � N N � � � � J W U � � 2 O 3 � O W O � � � � O � N �1 � � J W U � � 2 O ti � O O O O O V a � o g � o � o "' O J + � U P d � � O J WQ � 00 � �¢ U M O � � � W cY ui � i � J � W � � �1 Q � � 2 O O �1 > U W I� � Q Q W 3 � O � ti � � � � Q � � � N � � N N � � � � J W U � � 2 O 3 � O W O � � � � O � N �1 � � J W U � � 2 O ti � O O O O O V a � o g � o � o "' O J + � U P d � � O J WQ � 00 � �¢ U M O � � � W cY ui � i � J � W � � �1 Q � � 2 O O �1 > U W I� � Q Q W 3 � O � ti � � � � Q `�' O 5 10 PROJ. REPERENCE NO. SHEET NO. N � U-2579C X-149 � 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 30 20 1 1 PERMIT DRAWING SHEET 31 OF 40 SITE 11 0 z ~ 4.76:1 6:1 3 0.0 0 �-- � r D. P. 943.162 FIL IN W TLAND �.� ME HANIZ D CLE RING � � — — — — i � 89 .48 — — — -- — — -- --- 38+00.0 0.0 0 4.76:1 6:1 1 � / � _ 91 .22 s / / � n m � � _ � �a � '� — — � _ _ ,— � ;v — — — — — _ _ _ � � C C ROO R'21 t 37 + 50.0 � � �_ �� - - V�E =`� 20 20 20 20 20 20 20 20 20 20 10 10 10 10 10 10 10 10 70 10 0 0 0 0 50 0 30 20 1 1 �N� `�' O 25 PROJ. REPERENCE NO. SHEET NO. N � U-2579C 8E � 3 0 2 0 1 0 1 0 2 0 3 0 437+ 8 -L- 2+71. 6 -SRS - PER IT RAWING SH ET 3 OF 40 SITE 11 � / \ _� � - �� � _ - -- - - _ _ - � � �' � ---- - - � INV IN 894.5 - � � �' BU Y 1 FT IN OUT 892.5 Q = 8'x8' RCBC BUR 1 FT INV OUT= 91.8 � LOPE _ .59% BUR 1 FT � = INV IN = 89 .2 ` URY 1 T 95'x67" C PA v� E � �� SL PE = 0. 9% �N� � � ���%/� � I� � VA � � F F �E WETLANDL IN ��' � " � �� �� � 3� � � ��� � �� ��� �a� � �� �� � � � DENOTES MECHANIZED �� �� � t � \ r��,� �ae � a�� ��°� `�� � � � � C L EA R I N G �; ' � \ � �� � ��� � � �� � DENOTES IMPACTS IN � ���� � a �� � � � � '" � SURFACE WATER �� ��� � \ r a_ ���\� � - � �� _= DENOTES TEMPOf�ARY '���� � s� �� � fle_--�eo =� IMPACTS IN SURFACE WATER `� ��� e - yQ � M�CHAEL WADE WESZM013E�AND� � � X,' /_ � �j III\ , ! � � � � \ �6Bg s9g� \ — � _ _ _ � ' � � \ \ i I 4- 3 � � \ \ � \sfil \ �� �� �� � �a�\ �\� \\ \ \ I L' � `��\\d � I, �_ � � \� � �6� � _` \ p � I \\ // �� � � �g j-� � �6s— �e ��� `�a � �� � � � ����� .�.� � \V �� ���� � \,� = -� _ g -- 26 '-668� � 6q\ 5 2 _ � R c^�� � 9� � \ Ob �� \ \ .- 8c�\ _ 60 � \� \\ \ \sg�\ \2\�gg \8\�� g� �\\� �be,a - �MILHA€L- W.iYESPMQRELAND �� 6a � �� � � ��� � � �������. � �,7 WAII€ VYC�`sTMA�ELAN0. �� � ��� , ��,, ��,� � ,�� � 6 � �� bs V � � i / \ � � \ \\\\\ � \ � � I SS "I I / — —_\ �\`�e\ \\�\ \ \ ��� \ \ � (ST�UC 1 � PA \ / - � QS ����G\ \O6\\\�'96`9 \ \\\\�\\\\ � \ \ \\ \ 1J I � 96 `m / � .. � ' �, \ -� �� '..� \\ \\\ \� \ \� � smm \\ � \ I / /1 i 2� � / � � _ Nc\ �,� � A o � , � � � � \ __� _ ���� v �� � v� ����� �� I , � \ � �-�EIb� �\\ \\ ee6\ � \ Y ,�� � �\ �c�\ \ \ 47'WWiENCE �;.= ' `� \ 6 \ \ \ I 1 __ � 6B \ � '_ ;, 6 S! \ \ \�g �^ \ \\� � ` \ 1 1 I i I �ce �� 06 �i 1 ' � �� � �se o�r a iK � � � � �� 6 I I � � — � : �� ����� � e� � � � � � � � �SP�CI��U� DIT� � � I � \ � � ^ I �� 6 6 � � �\ m I / I � � %� _ F�� � ��������� �,��l��a��� � � �� �� ����' ���� ' � rG�'�ir w v� , A 6 {,� � � � �, ` F= � �' I _ '.- �'�. � '� i� ,�1,�„iir,-;� � ( o A � � �� � � i i � �'�i � � A � ,. � ��;A �0`, VI �� 3 � I / i I I I ` N 6 \ \ \ \ i � I� II �, \\ \ � . � �\\\\� i ' c� \ o ��� � I � � � s � - m i 1 � \ � �'� \ �\�� �- � � � � ��� ' I �' �1�� � � �� � ` i, I I ' �1 �'i� � �� � � ` � ���� � ������� � ��� �� �� �� ����� � � r - i � \ � V � �� � � A��� AqA �� ( d zci � i �, � , � , � . �� ��6 ��` Q �A � �� 6 � �� � � � � �`� � �� � '� � � � � PROJECT REFERENCE NO. SHEET NO. + � �` � � , � � 50' 25' 0 50' 100' ' � � � �, �I U-2579C 11 �� / � , �� ��� � � � �v� h �l I� � � ��f, = I m � \\\\� RNJ GBHEEL NO. � �� � � �. � SCALE 1" 50' \ ` , � \ \ \ � �. b ROADWAY I N HYDRAUUCS I '� 9 �56� \ � � \ � \ � \ � \ j 6� � � _ ENGINEEk ENGINEER � � � � �'s . �'�� � �� _ � ���a ���� � i� � � � �� � _ �� � ��� �� � �/, f � sv m � \ � � � � —, � 1l������� � � - �� i i � m1 e�r � \ �so� I I \ ...\ \\�,F � \\\\�m����� B�G� /�� �? �>6 m � � e �� � ✓ � l � � � ��,� � ��� � ����� � � �' � � _ � � '� '�. 868 Q5 /- � � — � � � � , . � � 8s5� - DOCUMENT NOT CONSIDERED FINAL � � � � � F�tEDERICO B.�DRETZ� ,,\\ �i � ,�a`�' � � � � ----- UNLESS ALL SIGNATURES COMPLETED � Ase 1 JSUSAN K. 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