The URL can be used to link to this page

Home My WebLink About20210986 Ver 1_W5601EY_Permit Drawings Buffer_20210721_20210728SITE 3 SITE 5 BUFFER IMPACTS PERMIT SHEET 1 OF 4 BUFFER DRAWING -L- POT STA. 11+00.00 BEGIN STATE TIP PROJECT W-5601EY NC 42 4 CONSTRUCT AN EASTBOUND LEFT TURN LANE ON NC 42 AT THE SR 2727 (SAULS RD.) INTERSECTION. 25 50 10050 25 50 10050 5 10 20 10 = FUNC CLASS = DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99W-5601EY DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:TIP PROJECT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NAPrepared in the Office of: DIVISION OF HIGHWAYS KCI http://www.kci.com Plans Prepared For: Raleigh NC, 27610 1000 Birch Ridge Dr. RIGHT OF WAY DATE: LETTING DATE: PROJECT ENGINEER NCDOT CONTACT: PROJECT DESIGN ENGINEER DEWAYNE L. SYKES, P.E. DIVISION DESIGN ENGINEER - DIVISION 5 BRYAN E. HOUGH, P.E. LENGTH OF ROADWAY TIP PROJECT W-5601EY =.208 MILES Fax (919) 783-9266 Phone (919) 783-9214 Raleigh, NC 27609 Suite 400 4505 Falls of Neuse Road KCI Associates of N.C., P.A.W-5601EY-L-SR 2727(SAULS RD.)-Y2-RIDGE RD.)(PINNACLE SR 4837-Y1-SITE PROJECT VICINITY MAP RiverGuffy LITTLE C REE K MINOR ARTERIAL 42 42 WAKE COUNTY 50138.1.156 HSIP-0042(067)PE ADT 2015 12,000 REGIONAL TIER V = 60 MPH CO. JO HNS TON WAKE CO. 1. THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES.75% PLANS END STATE TIP PROJECT W-5601EY -L- POT STA. 22+00.00 END PAVING -L- STA. 21+60.00 See Sheet 1B For Conventional Symbols 2018 STANDARD SPECIFICATIONS 50138.2.156 50138.3.156 HSIP-0042(067) HSIP-0042(067)CONST. R/W & UTIL. See Sheet 1A For Index of Sheets GRADING, PAVING, DRAINAGE AND CULVERT APRIL 8, 2020 2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. STEPHEN R. DAVIDSON, PE (FUQUAY VARINA) TO HWY 401 TO I-40LITTLE CREEKAUGUST 19, 2019 5503 2736 4847 2727 3890 3889 38873888 2736 2727 2731 5330 53674840 2734 2735 4360 4357 43584838 4359 4837 4358 4361 4356 NA 2011NAD 83 0 50'25'50' SCALE: 1"=100' 100' SHEET 2 OF 4 BUFFER DRAWING DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 4 W-5601EY R/W SHEET NO.8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$270 260 250 240 230 220 210 BM #1 - YELLOW BENCH TIE IN 16" OAK TREE -L- STA. 14+13.75, 87.06' LT EL = 231.12' EL = 269.08' BM #2 - YELLOW BENCH TIE IN 10" OAK TREE -L- STA. 22+97.86, 28.03' LT RIGHT DITCH LEFT DITCH O70 SKEW EL = 234.90' CULVERT -L- STA. 14+28 SITE 3 SITE 5 ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 3 4 21 18" RCP 48" RCP S S S S S S S S S S S S N.C. HWY 42 24.5' BST N.C. HWY 42 24.5' BSTSR 2727 (SAULS RD)VAR. WIDTH BSTVAR. WIDTH BSTSR 4837 (PINNACLE RIDGE RD)60" CONC. DITCH 60" CONC. DITCH 60" CONC. DITCH 12' CONC . HW W/ SIGN48" METALW/ SIGN48" METAL LI T T L E CREEKLI T T L E CRE EKEXISTING R/W EXISTING R/W100'100'EXISTING R/W EXISTING R/W 42" HIGH TENSIL WIRE W/ 1SBW (8.5'X10'X38') 3 BARREL CONC. CULVERT B 1 B 1 B 2 B3 H H F.O., TWC 16 ", HDPE, Johnston County F.O., CenturyLink F.O., CenturyLink 16 ", HDPE, Johnston County F.O., TWC F.O., CenturyLink COAX, TWC HDPE, Johnston County Duke Energy Progress TH 4 TH 3 16 "D IP BENJAMIN F. HARMON BENJAMIN F. HARMON DAVID PORTER PHYLLIS PORTER BARRY EUGENE GUY MICHAEL C. BRITTAIN THERESA R. BRITTAIN SIDNEY T. SPEIGHTS RACHEL E. TUNSTALL 20' DRAINAGE EASEMENT5 0' DRAI NAGE E AS E ME NT1015 20ELEV. 257.78' -L- STA. 21+60.00 END PROFILE ELEV. 241.10' -L- STA. 11+00.00 BEGIN PROFILE 10 11 12 13 14 15 16 17 18 19 20 21 22 210 220 230 240 250 260 270 PI = 12+75.00 EL = 235.67' (-)3 .1029%(-)0.5241% VC = 250' K = 97 PI = 16+70.00 EL = 233.60' (-)0.5241%(+)4.9347% VC = 530' K = 97 V = 50 MPH V = 50 MPH -L- (NC 42) -L- +00.00 50.00' LT 60.00' LT 60.00' LT -L- +50.00 90.00' LT 58.00' RT -L- +96.71 -L- +74.17 50.00' LT -L- +78.68 243.1182 HW238.2923 254.2557 30" RCP-IV 60" CONC. DITCH REMOVE 60 LF REMOVE BURY INVERT 1' SEE DETAIL 1 EST. 195 SY GEOTEXTILE EST. 44 TONS CL B RIP RAP STA. 20+50 TO 21+60 -L- LT TOE PROTECTION SEE DETAIL 1 EST. 311 SY GEOTEXTILE EST. 69 TONS CL B RIP RAP STA. 14+39 TO 16+86 -L- LT TOE PROTECTION FLOWABLE FILLCOLLAR SLAB LID JB w/ SEE DETAIL 1 EST. 256 SY GEOTEXTILE EST. 57 TONS CL B RIP RAP STA. 11+84 TO 13+87 -L- LT TOE PROTECTION SEE DETAIL 1 EST. 373 SY GEOTEXTILE EST. 83 TONS CL B RIP RAP STA. 11+20 TO 14+16 -L- RT TOE PROTECTION 72" WELDED STEEL INSTALLATION TRENCHLESS INVERT 1' BURY SEE DETAIL 3 TO STA. 20+62 -L- RT FROM STA. 18+03 -L- RT EST. 681 SY GEOTEXTILE EST. 295 TONS CL I RIP RAP SPECIAL LATERAL 2' BASE DITCH w/ CL I RIP RAP SEE DETAIL 3 TO STA. 22+00 -L- RT FROM STA. 21+29 -L- RT EST. 149 SY GEOTEXTILE EST. 81 TONS CL I RIP RAP w/ CL I RIP RAP SPECIAL LATERAL 2' BASE DITCHCAPACITY: 188 CY (BASIN DEPTH) WITH 1.5:1 SIDE SLOPE, x 31' (BASIN TOP WIDTH) x 3' SIZE: 60' (BASIN TOP LENGTH) STILLING BASIN SEE DETAIL 2 FROM STA. 17+67 TO 19+14 -L- LT EST. 193 SY GEOTEXTILE EST. 50 TON CL B RIPRAP w/ CL B RIPRAP SPEC. LATERAL 'V' DITCH SEE DETAIL 4 AT PIPE INLET BANK STABILIZATION 35 LF OF SEE DETAIL 5 EST. 57 SY GEOTEXTILE EST. 32 TONS CL II RIP RAP BANK STABILIZATION & 42 LF INLET CHANNEL CHANNEL IMPROVEMENTS 30 LF OF INLET SEE DETAIL 6 EST. 45 SY GEOTEXTILE GEOTEXTILE ON BANKS ONLY EST. 95 TONS CL II RIP RAP BANK STABILIZATION 18 LF OUTLET CHANNEL SEE DETAIL 7 AT PIPE OUTLET BANK STABILIZATION CHANNEL & 20 LF OF DATE: 8-3-17 ELEV.=224.3 NORMAL WS EL=233.3 PI=18+00 -L- LT SPEC. LAT. 'V' DITCH EL=231.4PI=19+14 -L- LT'V' DITCHEND SPEC. LAT. (-)6.37%EL=251.5PI=21+29 -L- RT2' BASE DITCHBEG SPEC. LAT. EL=257.5PI=22+00 -L- RT2' BASE DITCHEND SPEC. LAT. (+)8.45%EL=249.4PI=20+62 -L- RT2' BASE DITCHEND SPEC. LAT. EL=230.1PI=18+50 -L- RT2' BASE DITCHSPEC. LAT. EL=229.8 PI=18+03 -L- RT 2' BASE DITCH BEG SPEC. LAT. EL=235.4 PI=17+67 -L- LT BEG SPEC. LAT. 'V' DITCH (+)0.63% (+)9.1% DESIGN DISCHARGE DESIGN FREQUENCY DESIGN HW ELEVATION BASE DISCHARGE BASE FREQUENCY BASE HW ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREQUENCY OVERTOPPING ELEVATION CULVERT HYDRAULIC DATA CFS YRS CFS FT YRS YRS CFS FT FT= 234.9 = 500+ = 3,400 = 50 = 229.1 = 1,711 = 100 = 229.9 = 1,300 3@10'x9' RCBC Sta. 14+28 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 238.0 = 223 = 500+ = 50 = 110 = 235.5 = 130 = 235.9 = 106 72" WSP & RCP-IV Sta. 18+90 72" RCP-IV (-)1.667% GRADE ROADWAY PROPOSED 3@10'x9' RCBC EXTEND EXISTING NA 2011NAD 83F F F F F F F F F F F F F F F F F F F F F F F F F F C F F C F F C F F F F F C C C C C C C C 72" RCP-IV 72" RCP-IV Site Station StructureNo. (From/To) Size / Type3 13+18 to 15+39-L- CULVERT EXTENSIONX 6489 3685 101745 17+48 to 19+77-L- ROADWAY FILLX 8818 4830 1364815307 8515 2382200000NOTES:Revised 2018 Feb SHEET 3 OF 4ALLOWABLE MITIGABLE7-21-2021ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)50138.3.156WAKE COUNTYW-5601EYBUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPE ZONE 1 (ft2)ZONE 2 (ft2)3 13+18 to 15+39-L-278 917278 917Revised 2018 Feb SHEET 4 OF 4WETLANDS IN BUFFER IMPACTS SUMMARY50138.3.156NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS7-21-2021WAKE COUNTYW-5601EYWETLANDS IN BUFFERSSITE NO. STATION (FROM/TO)TOTAL:Rev. Jan 2009