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Home My WebLink About20150328 Ver 1_SF-910161 Buffer Permit Drawings (2015-02-11)_20150401K,ARALRoodway\012593006 — Division 58\910161AHydraulics\PERMITS_Envlronmental\Drawings\9/0/61_hyd_prm_buf_tsh.dgn 2/10/2015 r See Sheet 1-A For Index of Sheets See Sheet 1-B For Conventional Symbols CEDAR FOR \_i rs.e2.roh 366; 4 90 PROJECT LOCATION �.<,..._. VICINITY MAP KII zl of OFF SITE DETOUR ROUTE ro v STATE OF NO III TH CA II'� OLINA 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 BUFFER 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 BEGIN BRIDGE -L- Sta. 13 + 53.00 END PROJECT DB5-910161 -L- Sta. 15+48.00 END BRIDGE -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 D 2007 NAD 83✓$SR\05- PRELIMINARY PLANS DO 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 DB5-910161 9101b1 LENGTH STRUCTURE PROJECT DB5-910161 = TOTAL LENGTH OF PROJECT DB5-910161 = 0.048 0.013ROADWAY PLANS PREPARED FOR Kimley»>Horn THE NCDOT BY: o„ HYDRAULICS ENGINEER PE SIGNATURE: C amg A . � 0� o aQ � J * NIONpAe 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. DESIGN ENGINEER P.E. iiill 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: ROAD CROSSINGBRIDGE PARALLEL IMPACT ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) ROADWAY STA. 13+19.01 TO 13+52.93 (LT)X 327 459 786 BRIDGE STA. 13+52.93 TO 13+72.07 (LT)X 678 0 678 BRIDGE STA. 14+06.61 TO 14+12.84 (LT)X 117 0 117 ROADWAY STA. 14+12.84 TO 15+14.74 (LT)X 1680 541 2221 ROADWAY STA. 13+07.91 TO 13+52.93 (RT)X 613 450 1063 BRIDGE STA. 13+52.93 TO 13+66.00 (RT)X 324 0 324 BRIDGE STA. 13+81.44 TO 14+12.84 (RT)X 741 0 741 ROADWAY STA. 14+12.84 TO 14+48.13 (RT)X 236 376 612 TOTAL:4716 1826 6542 IMPACT BUFFER IMPACTS SUMMARY TYPE SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) ALLOWABLE MITIGABLE BUFFER REPLACEMENT SHEET 2 PROJECT: SF-910161 2/11/2015 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS WAKE COUNTY Rev. May 2006 -L-- 100% PERMIT DRAWINGS PROJECT REFERENCE NO. DB5-9101 d1 SHEET NO. 4 — O1vtslan 5819101611ifydrdutics\PERMITSEnvlronmentaiNDrawlnus191016!_h✓d_Drm_twf_osh tcon)dan 6� 0 PI Sta 11+38.97 A = 9' 25' 23.4' (RT) D = 4' 24' 26.5' L = 213.81' T = 107.14' R = 1,300.00' DS ) 45 MPH SE = EXISTING RO = EXISTING PI Stu 15+19.00 A = 12' 23' 58.0' D = 10' 25' 02.7' L = 119.03' T = 59.75' R 550.00' DS = 40 MPH SE = EXISTING RO = EXISTING DETAIL 1 RIP RAP AT EMBANKMENT Not to Scale) Ditch Grede Ty of Liner- Class II Rip Rep Vienlexlile rubric ETA. 13 + 76 -L- STA.13+85 -L- (RT) ETA. 14+00 -L- ETA. 14+12 -L- (LT) P1 Sta 16+37.61 (LT) A 18'13' 10.6' (LT) D = 15' 29' 07.2' L = 117.66' T = 59.33' R = 370.00' DS = 35 MPH SE = EXISTING RO = EXISTING BRIDGE HYDRAULIC DATA DESIGN DISCHARGE = 1800 CFS DESIGN FREQUENCY =25 YRS DESIGN MN ELEVATION _ = 288,4 FT BASE DISCHARGE = 2400 CFS BASE FREQUENCY - 100 YRS BASE NW - ELEVATION +-290.49 FT OVERTOPPING FREOIJ DISCHARGE --500Q CFSY OVERTOPPING ENCY =-51?O +.YRS OVERTOPPING ELEVATION = 29224 FT .......... . DATE OF SURVEY 01/16/2014 WS. ELEVATION AT DATE OF SURVEY - 282.5 FT 31(} 30-0.-. _290 280 270 -__260 SI A FE !it- IIORTI-I CARF11. El ,.5 pr.. SHOVE EXISTING CONCRETE FDOTER ND PILES. PLACE CLASS lI RIP RAP MBANKMENT PROTECTION. EXTEND RP AP TO TOE OFF SLOPING ABUTMENT ST TO TONS ST 75 SY GEO EE DETAIL I -L- POT DETAIL 2 LATERAL 'V' DITCH I Nato Sala) Type of Liner= Class 'B' Rip -Rep Min. D= 1.0 Ft. Mox. d= 1.0 Ft. b= 5.0 H. FROM STA. 14+12 TO STA. 14+50 -L- (LT) FROM ETA. 14 +12 TO STA. 14+50 -L- (RT) RIP RAP EMBANKMENT PROTECTION CLASS II RIP RAP EST ID TONS EST 10 SY GEO SEE DETAIL I BEGIN PROJECT DB5-910161 BEGIN CONSTRUCTION -L- POC Sta.12+28.00 Sta.10+00.00 -L- PC Sta. 10+31B2 DETAIL 3 SPECIAL LATERAL 'V' DITCH INot te wale) Fill Slnpn Min. 0= 1.0 R. Type of Liner= Clots 'B' Rip -Rap Me,. d- 1.D H. FROM STA.14+50 TO FROM STA.14+50 TO REMOVE EXISTING WALL AND POURED CONCRETE BEHIND THE WALL. LAY BACK SLOPES AT 1.511 TO RE-ESTABLISH STREAM BANKS EXTEND RIP RAP TO TOE OF SLOPING ABUTMENT RIP RAP EMBANKEMENT PROTECTION, CLASS II RIP FAP EST 75 TONS EST 75 SY GEC SEE DETAIL 1 ` BEGIN BR1[ -L- StQ.13 N I -L- PTr Sta. 12+45.6'3 f IfCLA1SS B' RIP .RAP. I i ( TOE PROTEC /ION .' ( JJ i EST 20 TON' f I EST 40 'SY/GEO S.EE,DETA 4- CLASS/II RIP RAP TO, E EV.289.4' • (SIR CTURES' RAY ITEM.•;TYPI.- RIP RAP EMBANKME/T PffOTEICTV 'N CLASS II RIP RAP ' EST 10 TONS - EST 10 SY CEO SEE DETAIL I BEGIN GRADE -L- Sta.I2+28.00 ELEV = 294.68' ,1 STA.15+00 -L- (LT) STA. 15+00 -L- (RT) Neturnl Ground DETAIL 4 TOE PROTECTION [Net to Scale) b ryti�\\S\o Id d= 1.9 Ft. b- 3.0 Ft. Geetextilo Type of Liner= Class 'B' Rip -Rep FROM STA. 12+75 TO STA. 13+41 -L- (RI) ATE' / C E T i' E T, 3 S E,D INSiT LL GUT ER TO, I L IV' DITCH SS, 'B' RIP RAP TAIL 2. rvnl;:IT'r OULDER• -� OM'STA.I4+314+35''.� 4 f45 1, ITT) SP CIALATERAL V' DITCH iW `CLA 5 'B' RIP RAP T 20 T S ST 35 5W GEO SEE DETAIL ‘,3 N \ DETAIL 5 STANDARD 'V' DITCH I NaI to Seale; Natured p Ground Gaele.lile Typo of Liner= Class 'B' Rip-Rop Min. D' -[.0 Ft. Mox, d= 1.0 Ft. PCC - ta, 15+7828- I PROJECT DB5.7_910161 - ...END-- CONSTRUCTION....-- -L' POC 5b.15.+48.00 SPECIAL I ATERALJV'.PITCH W/ CLASS 'B' RIP RAP TONS EST 35 SY GEO SEE DETAIL 3 =L- PCSta.14+5926 -15' RCP -IV -INSTALL SHOULDER BERM GUTTER FROM STA, 14+35 TO 14+E5 -L- (RT) LATERAL 'V' DITCH WI. CLASS 'B' RIP RAP ST'•I5 TONS EST 30 SY GEO SEE DETAIL 2 • END BRIDGE -L- Sta.I4+24-2- EXISTING BRIDGE EXCAVATION (SEE STRUCTURAL PLANS,TYP) STANDARD 'V' DITCH W/ CLASS 'B' RIP RAP EST Ia TONS EST 20 SY GEO SEE DETAIL 5 CL STA-13+88,00 -L- 1@7CY 24" CORED SLABS CL ELEV = 29238 SKEW = ..90.. .-......... BEGIN .BRIDGE L S7'0.13+51.88 ELEV 292.49' PI = 12185,00 EL = 292.70' K = 35.. DS - 29 MPH 1 J03138% . 134737i CLASS IJ HIP RAP. tTYP). 2 FTYP) NORMAL TO ENO SEE? CLASS II BANK _......_. STABILLZATN NORMAL' WS,E1., = 28215' C EXISTING BRIDGE BEGIN SPECIAL DITCH GRADE HT L= STA 13+85.00 ELEV - 282-50 END BRIDGE -L Sto.14+24.13 E LEV= 292.26' EL Pt == 21-192,173,00 I' VC = 90` K = _E6... DS = 25 MPH- 13.d067X 1 J END: SPEc1AL 5„UA GRADELT-L G (+1 -L-•STA 15+00.00 ELEV - 290.10 END GRADE -L- Sta.15+48.00. ELEV = 294.44' FROM ETA.13+85 TO STA. 14+12.. -L- (RT) lltt1-311. z007 13I>D L--POT Sta.17+24.00 -L- PT Stu. /6+95,94 J +lil i lr//Ul_R IA r LOW POINT -L STA 14+35.26 I .I ELEV..= 292.24' 1-BEGIN SPECIAL DITCH: GRADE LT -1.- STA I4-r•12,00 ELEV 285,00 APPROX. EXCAVATION' ELEVATION -: 204J7. - RE55OVE EXISTING Doti_ BENNNO TRHE. CONCRETE CLASS HANK -ST -L- STA.14+00D0 RT ELEV = 282.60 35' ITYP) (SR 2300) PULLEY TOWN HD ems: END:SPECIAL. Q1TCH.:GRADE' HT -L- STA 15+0000 ELEV =.290.71 -L- STA 4+18A0 RT ELEV = 285.00. INN SHEET NO. ROADWAY DESIGN ENGINEER HYDRALRICS ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION 3 BLITHE Kimley'» Horn �BRRI�I� BRIDGE EXCAVATION NOTE: CONTRACTOR MUST REMOVE ALL PORTIONS OF EXIST CONC FOOTERS AND PIERS. USE IMPERVIOUS DIKE OR SIMILAR DEVICE TO DEBATER AND ISOLATE WORK AREA FOR REMOVAL OF IN -STREAM STRUCTURES. REMOVAL MUST BE DONE IN THE DRY. AFTER COMPLETE REMOVAL OF CAUSEWAYS, CLASS II RIP RAP SHALL REMAIN ON STREAM BANKS TO PROVIDE PERMANENT STABILITY FOLLOWING DETAIL I. ITYP) ALLOWABLE IMPACTS ZONE 1 ALLOWABLE MAPACTS LONE 2 11 12 13 14 15 16 17 al N P1 Ste 11+38.97 A = 9' 25' 23.4' (RT1 0 = 4' 24' 25.5' L = 2/3.81' T = 107.14' R = 1,300.00' DS ) 45 MPH SE = EXISTING R0 = EXISTING P1 Sta 15+19.00 P1 Sta 16+37,51 A = 12'23'58.0x(LT) A - 18'13'10.6'(LT 1 D W IC' 25' 02.7' D = 15' 29' 072' L r 119.03' L = 117.65' T = 59.75' R = 550.00' OS = 40 MPH SE = EXISTING R0 = EXISTING DETAIL 1 RIP RAP AT EMBANKMENT ( Not to Scale) D;td, Grade Type of Liner Close 11 Rip Rap WADeetexllle Fabric STA.13+76 -L- ETA. 13+85 -L- IRT) STA. 14+00 -L- ETA. 14+12 -L- (LT) BRIDGE HYDRAULIC DATA T = 59,33' R = 370.00' DS = 35 MPH SE = EXISTING RO = EXISTING DESIGN DISCHARGE. = 1800 CFS = --DESIGN FREQUENCY = 25 YRS - DESIGN HiN ELEVATION = 288.4 FT : BASE:DISCHARGE = 2400_ CFS__- BASE FREQUENCY = 100 YRS BASE. H4V: ELEVATION = 290.49 FT OVERTOPPING DISCHARGE = 5360 CFS OVERTOPPING FREQUENCY = 500 + YRS OVERTOPPING ELEVATION = 29224 FT DATE OF. SURVEY 01/16/2014 WS. ELEVATION AT DATE OF SURVEY = 282.6 FT 31.0 300 290 280 270 260 DETAIL 2 LATERAL 'V' DITCH Net le 5cdel Type of Liner= Class 'B' Rip -Rap Slops Min. D= 1.0 FT. Max, d= 1.0 Fl. 6= 5.0 F1. FROM FROM STA.14+12 TO STA.14+50 -L (LT) ETA.14+12 TO STA.14+50 -L- (RT) RIP RAP EMBANKMENT PROTECTION CLASS II RIP RAP EST 10 TONS EST ID SY GEO SEE DETAIL I BEGIN PROJECT DB5-910161 BEGIN CONSTRUCTION -L- POC Sta, I2+28.O0 POT Sta. 10+00.00 -L- PC Sta. 10+31.82 cLLl11S na „ I DETAIL 3 SPECIAL LATERAL 'V' DITCH I Net to Scale) Fill Slope Geotexln° Max. d= 1.0 Ft. Type of Liner. --Class 'B' Rip -Rap Min. D= 1.0 R. FROM STA.14+50 TO STA.15+00 -L- (LT) FROM ETA. 14+50 TO STA. 15+00 -L- (RT) REMOVE EXISTING WALL AND POURED CONCRETE BEHIND THE WALL. LAY BACK SLOPES AT I.5:ITO RE-ESTABLISH STREAM HANKS EXTEND RIP RAP TO TOE OF SLOPING ABUTMENT RIP RAP EMBANKEMENT PROTECTION, CLASS II RIP RAP EST 75 TONS EST 75 SY GEO SEE DETAIL I BEGIN BRIE -L- PT Sta. 12+45.63 STATE. or- ! E]F111+. rr.00l REMOVE EXISTING CONCRETE FOOTER AND PILES. PLACE CLASS II RIP RAP EMBANKMENT PROTECTION. EXTEND RIP RAP TO TOE OF SLOPING ABUTMENT EST 70 TONS EST 75 5Y GEO SEE DETAIL I CLASS 'B' RIP RAP TOE PROTECTION EST 20 TON EST 40 SY GEO SEE DETAIL 4 CLASS II RP RAP TO ELEV 289.4' (STRUCTURES PAY ITEM, TYP) 4 RIP RAP EMBANKME CLASS II RIP RAP EST ID TONS EST 10 SY GEO SEE DETAIL I -L- Sta.I3f51.8 PROTECT( BEGIN GRADE -L- Sta.124-28.00 = ELEV 294.68'..: 4 Natural Ground d= 1.0 Ft. b = 3.0 Ft. DETAIL 4 TOE PROTECTION 1 *lb 5cde1 R\d�u �H ,Z.�Fi\S\0Pe I I d Geotexille Type of Liner= Class 'B' Rip -Rep FROM STA.12+75 TO STA.13+41 -L- (RT) /E T CL E T I E T 3 S E D LL +45 L 'V' DITCH SS 'B' RIP RAP TONS SY GEO TAIL 2 BOULDER BERM ROM STA.€4+35 -L- (LT) CIAL LATERAL 'V' DITCH CLASS 'B' RIP RAP T 20 TONS ST 35 SY CEO SEE DETAIL 3 DETAIL 5 STANDARD 'V' DITCH ( Rollo Soule) Min. D= 1.0 Ft. Max. d= 1.0 Fi. Type of Liner- Class 'B' Rip -Rap PCC Sta. 15+7828 END PROJECT DB5-91016I END CONSTRUCTION -I.- POC 5ta.15+48.00 SPECIAL LATEB' RRIAP L 'VRA' PDITCH W SST 35 SYNGEO SEE DETAIL 3 -L- PC Sta. 14+59.25 FROM STA. 13+85 TO STA. 14+12 -L- (RI) 1•� SR1S �0°7 r1AD 33M --L- POT Sta. 17+24.00 -L- PT Sta. 16+95,94 I5' RCP -IV ,l r: I E Gr I n1„ 111 DI INSTALL SHOULDER BERM GUTTER p11. FROM STA. 14+35 TO 14+65 -L- (RT) LATERAL 'V' DITCH W/ CLASS 'B' RIP RAP EST 15 TONS SEE DETAIL 2E0 END BRIDGE -L- Sta.pp14+24J3 (SEE STRUCTURAL PLANS �TYP) H STANDARD 'V' DITCH W/ CLASS 'R' RIP RAP EST 10 TONS EST DETAIL 5E0 CL STA 13+88.00: WO' 24"CORED SLA85. ... CL ELEY 292,38 SKEW = 90 BEGIN BRIDGE -L- Sta.13+51,88 ELEV- 292.49' PI =-12+85,00 EL =- 292.70' VC = 110' K 35 DS 29 MPH �`J34737i -D.3138% CLASS Ii RIP RAP (T5'P) 2'rTYP1 NCR.UILENTO -... END RT.. _. .'CLASS: it HAfIK 'STARILIZ#TKIN NORMAL-IS'SEL ..2825''. O-EXISTING BRIDGE BEGIN SPECIAL. Was!" 0.67" 'DITCH GRADE RT L- STA:13+85A0 ELEV"= 282.50 (SR 13 'I END BRIDGE L- Sta.14+24.1.3 ELEV= 292.26' END GRADE -L- Sta.15+48.00 ELEV =-294.44' PI = 14-t73.00.::. EL = 292:11' VC = 90".. K = 26 DS 25- MPH +)3.f067 l J END SPECIAL 5P- ' I DITCHL ST GRADE 5+00.00_ ELEV = 29010 -L- STA 14+18.00 RT 3s LOW POINT RYPJ -L- STA. 14-136.26 ELEV- 292.24.' -BEGIN SPECIAL DITCH GRADE LT -L- STA 14+12.0R ELEV -' 285.00 ..:.. -APPROX. EXCAYArroh, ELEVALT, 2B4Y (f�,lRpCA' !ONCRT: E 8EH,ND-THE W..L - CLASS f1RANK STADILIZAT10Y AT LS,'trYPJ - -L STA 14+00A0:RT ELEV = 282.60 2300) PULLEY TOWN RD ELEV = 285.00 END SPECIAL -DITCH- GRADE HT, L STA 1541a0D0 ELEV .= 290.71 100% PERMIT DRAWINGS PROJECT REFERENCE NO. DB5-910161 SHEET No, 4 RAP SHEET ND. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINARY PLANS DO NOT USE PM CONSTRUCTION 'a BLITHE Kimley>» Horn 2I'.111` zs LIRIDGE EXCAVATION NOTE: CONTRACTOR MUST REMOVE ALL PORTIONS OF EXIST CONC FOOTERS AND PIERS. USE IMPERVIOUS DIKE OR SIMILAR DEVICE TO DEBATER 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 ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 _300 _290_ 280 I-0 ��a 1 11 12 14 15 16 17