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Home My WebLink About20150328 Ver 1_Wetland and Stream Permit Drawings (2015-02-11)_20150401K,ARALRoodway\012593006 — Division 5BA9/0/61AHydroulics\PERMITS_Environmental\Drawings\9/0/61_hyd_prm_ wet_tsh.dgn 2/10/2015 r See Sheet 1-A For Index of Sheets See Sheet 1-8 For Conventional Symbols CEDAR FORK\ \_i fsR2.roh 300J ?oh, PROJECT LOCATION \ `\ VICINITY MAP aI KI zl of OFF SITE DETOUR ROUTE ro v ENDELL STATE OF NO III TH CAI'� OL7NA DIVISION O 7 HIGHWAYS WAKE COUNTY LOCATION: BRIDGE NO. 161 OVER CEDAR FORK CREEK ON SR 2300 (PULLEY TOWN RD) TYPE OF WORK: GRADING, PAVING, DRAINAGE, AND STRUCTURE WETLAND & STREAM IMPACTS STATE STATE PROJECT REFERENCE NO. SHEET NO. SHEETS N.C. DB5-910161 1 STATE PROL NO. DESCRIPTION 17BP.5.R.47 N.A. P.E. 17BP.5.R.47 N.A. RAN & UTILITIES 17BP.5.R.47 N.A. CONSTRUCTION EXPRESS DESIGN BUILD: DIVISION 5B - YEAR 2 100% PERMIT DRAWINGS BRIDGE # 910161 SUBMITTAL # S-123R1 SUBMITTAL DATE: 02/11/2015 BL�J- THE -L- SR 2300 PULLEY TOWN RD 20' BST BEGIN PROJECT DB5-910161 -L- Sta. 12 128.00 END PROJECT DB5-910161 -L- Sta. 15+48.00 BEGIN BRIDGE END BRIDGE -L- Sta. 13 + 53.00 -L- Sta. 14+23.00 BRIDGE NO. 161 I THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III 0' NC GRISRD 2007 WO8 PRELIMINARY PLANS 00 NOT USE FOR CONSTRUCTION GRAPHIC SCALES 50 25 0 50 100 DESIGN DATA ADT = 1300 VPD D = T V = 45 MPH FUNC CLASS = LOCAL RURAL SUB -REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT DB5- 9101 b1 =0.048 LENGTH STRUCTURE PROJECT DB5-910161 = 0.013 PLANS PREPARED FOR Kimley»>Horn THE NCDOT BY: Jo„ HYDRAULICS ENGINEER PE SIGNATURE: �?� C amg A . � J * HaRpAe 0� o aQ � CA p�� 2012 STANDARD SPECIFICATIONS JEFFREY W. MOORE, P.E. PLANS 50 25 0 50 100 RIGHT OF WAY DATE. MAY 21, 2013 PROJECT ENGINEER ELIZABETH W. LYNCH, P.E. ROADWAY DESIGN ENGINEER P.E. 11111 TOTAL LENGTH OF PROJECT DB5-910161 = 0.061 PROFILE (HORIZONTAL) 10 5 0 10 20 LETTING DATE: MAY 21, 2013 PROJECT DESIGN ENGINEER K. ZAK HAMIDI, P.E. 1 I 1 I I PROFILE (VERTICAL) NCDOT CONTACT SIGNATURE: 2 / 10 / 2 0 15 NCDOT K :\ R A L _ R o a d w a y \ 0 12 5 9 3 0 0 6 - D i v i s i o n 5 B \ 9 10 16 1\ H y d r a u l i c s \ P E R M IT S _ E n v i r o n m e n t a l \ D r a w i n g s \ 9 10 16 1_ w e t l a n d _ p r o p e r t y _ o w n e r s .d g n OWNER’S NAME 1 ADDRESS 2 PERMIT DRAWING SHEET 2 SF - 910161 NAME AND ADDRESS PROPERTY OWNER 08/01/2014 SR 2300 (PULLEY TOWN RD) CEDAR FORK CREEK ON BRIDGE NO. 161 OVER PROJECT: SF-910161 WAKE COUNTY DIVISION OF HIGHWAYS Wake County State of North Carolina Raleigh, NC 27603-1300 116 W. Jones St. State Property Office Raleigh, NC 27602-0550 P.O. Box 550 Wake County Attorney’s Office Hand Existing Existing Permanent Temp. ExcavationMechanized ClearingPermanent Temp. ChannelChannelNatural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts ImpactsStream No.(From/To)Size / Type Wetlands Wetlands Wetlandsin Wetlands Wetlandsimpacts impactsPermanentTemp.Design (ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft) STA. 13+72.38 TO 13+92.20 (CL)CAUSEWAY***<0.01 <0.01 <0.01 43 STA. 13+78.45 TO 14+00.92 (CL)EMBANKMENT <0.01 <0.01 35 5 STA. 14+01.56 TO 14+15.88 (LT)EMBANKMENT <0.01 <0.01 8 10 TOTALS:0.01 0.02 0.01 86*15** ATN Revised 3/31/05 * TOTAL PERMANENT CHANNEL IMPACTS ALONG THE CENTERLINE OF CEDAR FORK CREEK IS APPROXIMATELY 51 LINEAR FEET ** TOTAL TEMPORARY CHANNEL IMPACTS ALONG THE CENTERLINE OF CEDAR FORK CREEK IS APPROXIMATELY 15 LINEAR FEET *** CAUSEWAY SHOULD NOT BLOCK MORE THAN 50% OF THE CHANNEL TO ALLOW FOR FLOW THRU REMAINDER OF CHANNEL 2/11/2015 WAKE COUNTY DIVISION OF HIGHWAYS PROJECT: SF-910161 SHEET 3 NC DEPARTMENT OF TRANSPORTATION WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS PROJECT REFERENCE NO. nnm n il\ r vin sV9/0/6/ h d erm_wet_nsh (con)d�r AREMENKIIMMEM -L- Pt Sto 11+38.97 = 9'25'23.4"(RT ) D = 4 24' 26.5' L = 213.81' T = 107J4' R = 4300000 DS ) 45 41PH SE = EXISTING RO = EXISTING PI Sto 15+19.00 PI = 12' 23' 580" (LT) p D = 10' 25' 02.7' D L = 1/903' L T = 59.75' R = 550.00' DS = 40 MPH SE = EXISTING RO = EXISTING DETAIL 1 RIP RAP AT EMBANKMENT ( Not to Scale) Ditch Grade Type of Liner= Class II Rip Rap W,Geotexlile Fabric N ' tr 310 300 290 280 270 260 STA.13+76 -L- STA. 13+85 -L- (RT) STA.14+00 L STA. 14+12 -L- (LT) Sto 16+37.61 = 18'13'10.6"(LT ) = /5' 29' 07.2' = 117.66' T R OS SE RO = 59.33' = 370.00' = 35 MPH = EXISTING = EXISTING 349_7') 125' 0 12 5' 25' BRIDGE HYDRAULIC DATA DESIGN DISCHARGE DESIGN FREQUENCY DESIGN H* ELEVATION BASE DISCHARGE BASE FREQUENCY BASE HV ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREQUENCY OVERTOPPING ELEVATION DATE OF SURVEY WS.ELEVATION AT DATE OF SURVEY = 1800 CFS = 25 YRS = 288.4 FT = 2400 CFS = 100 YRS = 290.49 FT = 5360 CFS = 500 + YRS = 29224 FT 01/16/2014 = 282.6 FT -L- POT DETAIL 2 LATERAL 'V' DITCH ( Not to Scale) Geolextile Type of Liner= Class 'B' Rip -Rap Min. D= 1.0 Ft. Max. d= 1.0 Ft. b= 5.0 Ft. FROM FROM Sto. 10+00.00 STA. 14+12 TO STA. 14+50 -I.- (LT) STA. 14+12 TO STA. 14+50 -L- (RT) RIP RAP EMBANKMENT PROTECTI N IIIRIP RAP REMOVE EXISTING WALL CLASSAND POURED CONCRETE EST 0 TONS BEHIND THE 1NALL. LAY EST IO GEO BACK SLOPES, AT I.5.1 TO SEE DETAIL I RE-ESTABLISH STREAM BANKS BEGIN PROJECT DB5-9/0/6t EXTEND RIP GG ABUTMAP TO ENTOE BEGIN CONSTRUCTION RIP RAP EMBANKEMENT -L- POC Sto.12+28A0 PROTECTION. CLASS II RIP EST 75 TONS EST 75 SY CEO TOIL OFF SEE DETAIL I CAUSEWAY DETAIL 3 SPECIAL LATERAL 'V' DITCH Nal to Scale) Natural Ground Fill Slope Min. D= 1.0 Ft. Geoteztile Max. d= 1.0 Ft. Type of Liner= Closs 'B' Rip -Rap FROM STA. 14+50 TO FROM STA.14+50 TO STA. 15 + 00 -L- (LT) STA. 15 + 00 -L- (RT) -L- PC St0.10+31.82 KE COUNTY Go/ / e 9246 PG 93 / / PSLLEYTOWN In / Z384, -L- PT' Sto. 12+45.63 AP BEGIN BRIDGE -L- Sto.134`51.88 al N 'T✓ w T - rl STATE OF NORTH CAROLINA / DB 2445 PG 62 REMOVE EXISTING CONCRETE FOOTER A! PILES. PLACE CLASS IIRIP RAP TOE Of' CAUSEWAY E BANKMENT PROTECTION. EXTEND RIP INSTALL CAUSEWAY I AROUwO EXTING R P TO TOE OF SLOPING ABUTMENT INTERIOR BENT CONCRET =FOOTER EST 70 TONS EST 37 TONS CLASS 'A' Re RAR- EST 75 SY GEO EST 70 TONS CLASS 'II' RIP RAC SEE DETAIL I PLACE GE077EXTIE FAB /C UNDER C EST I10 SY GEOTEXTILE ABR RIP RAP EMBANKME T P CLASS II RIP RAP EST 10 TONS EST 10 SY GEO SEE DETAIL I ( CLASS 'B' RIP R'AP. TOESPROTECTION / SEEDETAILEST 20 �4EO CLASS IIRIP RAP TO ELEV 289.4' (STRUCTURES PAY, ITEM.TYPI A 5t BEGIN GRADE -L- Sta.12+28.00 ELEV = 294.68' III IInrI xl� 0.67' F FTY ddr.r„5 1':11:111P TB282G G1110701:k Natural Ground d= 1.0 Ft. b = 3.0 Ft. Geotextile p Type of Liner= Class 'B' Rip -Rap FROM STA. 12+75 TO STA. 13+41 -L- (RT) _ \\1 I LATE DITCH / C 'SS 'B' RIP RAP T 34 ,SY GEO E D'TAIL 2 INSTALL 'HO.ULDER BERM, WAKE COUNTY GUTTER OM STA. 14+35 73B 92x46 PG'.93 TO )4+4g -'L- (LT) DETAIL 4 TOE PROTECTION ( Not to Scale) F' Ox b � d CIAL LATERAL 'V' DITCH \ `CLAS�S '1B'RIP RAP ST 35 SGEO SEE DETAIL "3 i DETAIL 5 STANDARD 'V' DITCH ( Not to Scale) Min. D= 1.0 Ft. Max. d= 1.0 Ft. Type of Liner= Class 'B' Rip -Rap FROM STA. 13+85 TO STA. 14+12 -L- (RT) -L- PCC Sto 15+7828 z9D- ENp PROJECT DB5-910161 END CONSTRUCTION woes - ,L- POC'Sto.15+48D0 ECLLLABAITCH / CLASS RAP 20 TONS EST DDETAIL 3GEO -L- PC Slo. /4+5926 -15'RCP-IV -INSTALL 4(L5E46GUTTER uLRFRMST. 1+3TO1- ITI ATE'V' DITCH CLAS RIP RAP ST- 15 TON EST 30 SY G SEE DETAIL 2 END BRIDGE -L-N�Sto.14+24J3y N (SEETSTRUCTURAL PLANS.TTYP) EST NpARDTONS 'V' DITCH W/ CLASS 'B' RIP RAP EST 20 $Y SGEO SEE DETAIL 5 R3/ S 2007 -L- POT Sto. 17+24.00 -L- PT Sto.16+95.94 STATE OF NORTH CAROLINA DB 4186 PG 156 100% PERMIT DRAWINGS D65-910161 PM SHEET NO. ROADWAY DESIGN ENGINEER PRELIMINA DO NOT USE FOP SHEET NO. 4 HYDRAULICS ENGINEER RY PLANS CONSTRUCTION BLYTHE Kimley» Horn 11111 � 1 � • BRIDGE EXCAVATION NOTE: CONTRACTOR MUST REMOVE ALL PORTIONS OF EXIST CONC FOOTERS AND PIERS. USE IMPERVIOUS DIKE OR SIMILAR DEVICE TO DEWATER AND ISOLATE WORK AREA FOR REMOVAL OF IN -STREAM STRUCTURES. REMOVAL MUST BE DONE IN THE DRY. AFTER COMPLETE REMOVAL OF CAUSEWAYS. CLASS IIRIP RAP SHALL REMAIN ON STREAM BANKS TO PROVIDE PERMANENT STABILITY FOLLOWING DETAIL I. ITYPI DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES FILL IN WETLAND CL STA /3+88.00 -L- 1c70' 24"CORED SLABS CL ELEV = 292.38 SKEW = 90' BEGIN BRIDGE -L- Sta.13+51.88 ELEV= 292.49' PI = 12+85.00 EL = 29270' VC = I/O' K=35 DS = 29 MPH - - CAUSEWAY I i,- ELEV = 283,6' CLASS 11 RIP RAP (TOP) 2' ITYP) I.5d(TYP1 NORMAL TO END BENT CLASS 1l BANK STABILIZATION EXAL /NG BR10GE 25 BEGIN SPECIAL DITCH GRADE RT -L- STA 13+85.00 ELEV = 282.50 END BRIDGE -L- Sta.14+24.13 ELEV= 29226' PI = 14+73.00 EL = 292J1' VC = 90' K = 26 DS = 25 MPH 3. ITYPI, END GRADE -L- Sto.15+48D0 ELEV = 294.44' (+)3J067%_ " .l END SPECIAL (416i %Y DITCH GRADE LT �-' 1+15>� -L- STA 15+00D0 LOW POINT -L- STA /4+3626 ELEV= 29224' L BEGIN SPECIAL DITCH GRADE LT I -L- STA 14+12.00 I ELEV = 285.00 -APPROX. EXCAVATION ELEVATION = 284.0' REMOVE EXISTING WALL AND POURED CONCRETE BEHIND THE WALL CLASS II BANK STABILIZATION AT 1.5:I (TOP) -L- STA 14+00.00 RT ELEV = 282.60 - (SR 2300) PULLEY TO A RD11 END SPECIAL DITCH GRADE RT -L- STA 15+00D0 ELEV = 290.71 -L- STA 14+I8D0 RT ELEV = 285.00 • 310 300 290 280 270 BRIDGE EXCAVATION' I I I I I I 260 11 12 13 14 15 16 17 =•MMWMS MTNIInininglIVIMMNSICAIMEWHEIRMOIMMLVIIUMINIMEYNNIZVINIMM Pt Sto 11+38.97 = 9'25'23.4"(RT ) D = 4 24' 26.5" L = 213.81' T = 107J4' R = 1.300 ' DS ) 45 4IPH SE = EXISTING RO = EXISTING Ditch Grade PI Sto 15+1900 PI Sto 16+37.6/ = 12' 23' 58.0" (LT) p = 18' 13' 10.6" (LT) D = 10' 25' 02.7" D = /5' 29' 07.2' L = 1/9.03' L = 117.66' T = 59.75' T = 59.33' R = 550.00' DS = 40 MPH SE = EXISTING RO = EXISTING DETAIL 1 RIP RAP AT EMBANKMENT ( Not to Scale) 10 min 1.0'min. ,. GEOTEXTILE Type of Liner= Class II Rip Rap W,Geotexlile Fabric STA.13+76 -L- STA. 13+85 -L- (RT) STA. 14+00 L STA. 14+12 -L- (LT) N Wag _I t»".."i:ii!la= ii a='211" nL►!7 MINMIv ► o•:�wrl`�� Efi II I I� ; ;,r.�,F, .:i1. ' owl l■E III : i allilEil , I ;�ak0Miellfa OW, r.� Mil 310 300 290 280 270 260 R = 370.00' OS = 35 MPH SE = EXISTING RO = EXISTING 125' 0$2.5 25' BRIDGE HYDRAULIC DATA DESIGN DISCHARGE DESIGN FREQUENCY DESIGN MV ELEVATION BASE DISCHARGE BASE FREQUENCY BASE HV ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREQUENCY OVERTOPPING ELEVATION DATE OF SURVEY WS.ELEVATION AT DATE OF SURVEY = 1800 CFS = 25 YRS = 288.4 FT = 2400 CFS = 100 YRS = 290.49 FT = 5360 CFS = 500 + YRS = 29224 FT 01/16/2014 = 282.6 FT -L- PC Ste.10+31.82 EXISTING DETAIL 2 LATERAL 'V' DITCH ( Not to Scale) b n 1"R Geolextile Type of Liner= Class 'B' Rip -Rap FROM FROM Min. D= 1.0 Ft. Max. d= 1.0 Ft. b= 5.0 Ft. STA. 14+12 TO STA. 14+50 -I.- (LT) STA.14+12 TO STA.14+50 -I.- (RT) RIP RAP EMBANKMENT PROTECTION CLASS II RIP RAP A EST 10 TONS EST 10 SY GEO B SEE DETAIL I R BEGIN PROJECT DB5-91016/ BEGIN CONSTRUCTION R -L- POC Sto.12+2800 E DETAIL 3 SPECIAL LATERAL 'V' DITCH Noi to Scold) Natural Ground Min. D= 1.0 Ft. Geoteztile Max. d= 1.0 Ft. Type of Liner= Class 'B' Rip -Rap FROM STA. 14+50 TO STA.15+00 FROM STA.14+50 TO STA. 15+00 EMOVE EXISTING I(ALL No POURED WALL. ACK SLOPES AT 1.50 TO E-ESTABLISH STREAM BANKS XTEND RIP RAP TO TOE F SLOPING ABUTMENT IP RAP EMBANKEMENT ROTECTION. CLASS II RIP F�AP ST 75 TONS EST 75 SY CEO T01° OF Sto. /0+00.00 /F�/-/ 1 SEE DETAIL CAUSEWAY BEGIN BRIDGE -L- Sto.13+51.88 PULLEYTOWN RO f -L- PT Ste. 12+45.63 STATE OF NORTH CAROLINA DB 2445 PG 62 CLASS 'B' RIP RAP TOE PROTECTION EST 20 TON EST 40 SY GEO SEE DETAIL 4 CLASS II RIP RAP TO ELEV 289.4' (STRUCTURES PAY ITEM. TYP) REMOVE EXISTING CONCRETE FOOTER A D PIKES. PLACE CLASS II RIP RAP TOE E BANKMENT PROTECTION. EXTEND RIP INSTALL CAUSEWAY I AROU R P TO TOE OF SLOPING ABUTMENT INTERIOR BENT CONCRE E. EST 70 TONS EST 37 TONS CLASS 'A' EST 75 SY GEO SEE DETAIL I IC IC T Re CAU• 0F RAP EST 70 TONS CLASS 'II' RIP RAP PLACE GEOTEXTILE FAB IC UNDER C EST IC SY GEOTEXTILE ABRII�� RIP RAP EMBANKME T P CLASS II RIP RAP EST 10 TONS EST 10 SY GEO SEE DETAIL I 1■■■ 1 SSTING OOiER OTECTI 1 -L- (LT) -L- (RT) WOODS Natural Ground d= 1.0 Ft. b= 3.0 Ft. Geotextile Type of Liner= Class 'B' Rip -Rap 4- FROM STA. 12+75 TO STA. 13+41 -L- (RT) En ATE L 'V' DITCH / CL SS 'B' RIP RAP T 1 TONS E T 3 SY GEO SEDTAIL 2 INST LL HOULDER BERM GUT ER ROM STA.14+35 TO +45 -L- ILTI WAKE COUNTY DB 9246 PG 93 SP CIAL LATERAL 'V' DITCH T 20STONS RIP RAP ST 35 SY GEO , SEE DETAIL 3 -L- PCC Sto 15+7828 D PROJECT DB5-910161 E D CONSTRUCTION -L- POC Sto.15+4800 SPECIAL LATERAL 'V' DITCH / CLASS 'B' RIP RAP ST 20 TONS EST 35 SY GEO SEE DETAIL 3 -L- PC Sto.14+5926 OAL4L5ER46GUTTER uLRFRMSTA. 1+3TO1- ITI yATE' V' DITCH / CLAS RIP RAP ST 15 TON EST 30 SY G SEE DETAIL 2 END BRIDGE -L-N�Sto.I4+24J3yy N (SEE STRUCTURAL PLANS EST NpARDTONS 'V' DITCH W/ CLASS 'B' RIP EST 20 $Y SGEO SEE DETAIL 5 II II 1 DETAIL 5 STANDARD 'V' DITCH ( Not to Scale) Geoteolile Type of Liner= Class 'B' Rip -Rap Min. D= 1.0 Ft. Max. d= 1.0 Ft. FROM STA. 13+85 TO STA. 14+12 -L- (RT) -L- POT Sto. 17+24.00 -L- PT Sto. 16+95.94 STATE OF NORTH CAROLINA DB 4186 PG 156 11 1 1 100% PERMIT DRAWINGS PROJECT REFERENCE NO. DES-910161 SHEET NO. 4 POW SHEET NO. ROADWAY DESIGN ENGINEER PRELIMINA DO NOT USE FOP HYDRAULICS ENGINEER RY PLANS CONSTRUCTION BLYTHE Kimley» Horn 11111 � 1 � BRIDGE EXCAVATION NOTE: CONTRACTOR MUST REMOVE ALL PORTIONS OF EXIST CONC FOOTERS AND PIERS. USE IMPERVIOUS DIKE OR SIMILAR DEVICE TO DEWATER AND ISOLATE WORK AREA FOR REMOVAL OF IN -STREAM STRUCTURES. REMOVAL MUST BE DONE IN THE DRY. AFTER COMPLETE REMOVAL OF CAUSEWAYS. CLASS IIRIP RAP SHALL REMAIN ON STREAM BANKS TO PROVIDE PERMANENT STABILITY FOLLOWING DETAIL I. (TYP) I I I II I I e EE E 11 1 I I I II 1 II II I I E I I I II ''=3I1■'3 car�I I EE I• I I EI 1 I EI II II I I I E I I I II BEGIN GRADE -L- Sta.12+28.00 ELEV = 294.68' I• I• I CL STA /3+88.00 -L IB70' 24" CORED SLABS CL ELEV = 292.38 SKEW = 90' BEGIN BRIDGE -L- Sta.13+51.88 ELEV= 292.49' PI = 12+85.00 EL = 29270' VC = 110' K=35 DS = 29 MPH ()3.4737, (-10.3/38. CAUSEWAY I ELEV = 285.6' I.. CLASS 11 RIP RAP (TOP) 2' (TYP) 1.5.1 (TYP) NORMAL TO END BENT CLASS 11 BANK STABILIZATION EXIST S.ELG iacE2.6' BEGIN SPECIAL DITCH GRADE RT L STA 13+85.00 ELEV - 28250 -(R II 1 )(l 0.67' END BRIDGE -L- Sta.14+24.13 ELEV- 29226' LOW POINT L- STA /4+3626 ELEV= 29224' L BEGIN SPECIAL DITCH GRADE LT -L- STA 14412.00 ELEV = 285.00 -APPROX. EXCAVATION I ELEVATION - 284.0' REMOVE EXISTING WALL AND POURED CONCRETE BEHIND THE WALL CLASS II BANK STABILIZATION AT 1.51 (EYE) L- STA 14+00.00 RT ELEV = 282.60 PI = 14+73.00 EL = 292J1' VC = 90' K=26 DS = 25 MPH (+)3J067% END SPECIAL top., %,Y DITCH GRADE LT -L- STA 15+00D0 = -L- STA 14+I800 RT ELEV = 285.00 I ITYPI )PU Y T I E I 11 DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES FILL IN WETLAND II E E I E E II E END GRADE -L- Sto.15+48.00 ELEV = 294.44' I E II I I II I •• I I E I I I 1 III. I 1 II I 1111111 END SPECIAL DITCH GRADE RT -L- STA 15+0200 ELEV = 290.71 ■III III• I II I• I I I I I ■■■ II BRIDGE-1 EXCAVATION I I II I• I I I I I I I I• I I I 11 iR�I17 PPM CD 11 12 13 14 15 16 17 ohs 10 PROJ. REFERENCE NO. DB5 - 910161 SHEET NO. X-2 IH F \RAL Roadwa \012593006 — Division 58\910161\Hydraulics PERMITS_Environmental\Drawings\910161_5zd_ .rm_xoll.d. 30L+ 29oi 020 N U.0 300 r II :85.00 - - - - .. 'I L2E 0 t II��II alai , +i ,1IJ "11 0.C20 E 0.020 1 ----- -- -- III 1��I _ -- _-_-- -- __ 2860 -- - - - - -- - ■E. 11111 14+00.0 111 3 z ' 295 0.020 E 0.020 r �. 290 - - - - - - - _ ----- __ ___,\�—, .\ — — i 21 •• ., 11111111 a- ; 020 0:020 ■ 1. 1 l 271 i r 2E -L 265J- 13+50,01 �� 7E -! - PJL EY TOWN ' D (SR 2300) A 4 40 130 1:+ + ,+ + >+ + + 1 + + 20 10 0 10 20 30 40 50 60 70 B0 90 100 110 1?0 130 140 0 5 70 35 35 30 5 70 25 35 X) 35 30 75 35 35 30 '0 5 iE7 3 Estimate 37 Tons Class ’A’ Rip Rap AREA OF CLASS ’A’ RIP RAP= 0.02 acres QUANTITIES OF ESTIMATES: CAUSEWAY 3 Estimate 110 SY of Geotextile Fabric VOLUME OF CLASS ’A’ RIP RAP= 27 yds (CLASS II RIP RAP) ROCK CAUSEWAY PROPOSED BRIDGE DECK NCDOT 2 / 10 / 2 0 15 (CLASS ’A’ RIP RAP) WORKPAD 1.5 :1 1.5:1 02/06/2015 GEOTEXTILE FABRIC 1’ (NOT TO SCALE) CAUSEWAY 1 DETAIL Estimate 70 Tons Class II Rip Rap ELEV. = 283.6’ TOP OF CAUSEWAY PERMIT DRAWING SHEET DT-1 $ F IL E S $ AREA OF CLASS II RIP RAP= 0.02 acres VOLUME OF CLASS II RIP RAP= 50 yds SR 2300 (PULLEY TOWN RD.) CEDAR FORK CREEK ON BRIDGE NO. 161 OVER PROJECT: SF-910161 WAKE COUNTY DIVISION OF HIGHWAYS