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Home My WebLink AboutU-5839_PermitDrawings_2022-10-28(Version 3.00; Released August 2021)50230.1.1TIP/Proj No:U-5839County(ies):Haywood Page 1of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future:Year:2041Existing:Year:City/Town:21.8Typical Cross Section Description: Surrounding Land Use: NoWetlands within Project Limits?20.51.19Project DescriptionProposed ProjectFrench BroadRiver Basin(s): Jon Moore, PE1000 Birch Ridge DriveWBS Element:Roadway WideningWBS Element:NV5 / David P. Bocker, PENCDOT Contact:919-707-6738Suite 100Charlotte, NC 28227Contractor / Designer:704-566-43427500 East Independence Blvd.david.bocker@nv5.comHaywoodWaynesvilleProject Built-Upon Area (ac.)26475A typical section is a 4-lane (11' width lane) roadway with divided raised median. Including 5' bicycle lanes with 2'-6" curb and gutter and a 4' planting strip with 5' sidewalk for pedestrian accommodations.2021jlmoore6@ncdot.govAnnual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.ac.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:Hydraulics UnitAddress:General Project InformationU-583950230.1.1Raleigh, NC 27610Address:10/28/2022Typical section consists of a 4-lane roadway with a shared center turn lane and 2'-6" curb and gutter with sidewalk and no planting strip. 29975Mix of commercial development, residential neighborhoods and very few forested areas.The North Carolina Department of Transportation (NCDOT) is proposing to widen 1.1 miles of Russ Avenue (US 276) from the intersection of SR 1202 (Phillips Rd) to US 23 Business (Main Street). A 4-lane median divided facility is proposed including bicycle and pedestrian accommodations. Bridge number 430186 over Richland Creek will be replaced as part of this project.General Project Narrative:(Description of Minimization of Water Quality Impacts) (Version 3.00; Released August 2021)50230.1.1TIP/Proj No.:U-5839County(ies):Haywood Page 2of 2Aquatic T&E Species?NoComments:YesN/ANoAquatic T&E Species?Comments:Aquatic T&E Species?Comments:North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSWBS Element:Supplemental Classification: Surface Water Body (2): Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)NRTR Stream ID:N/ASurface Water Body (1): Richland CreekNCDWR Stream Index No.:5-16-(11.5)General Project InformationSupplemental Classification: NoneWaterbody InformationNCDWR Surface Water Classification for Water BodyNRTR Stream ID:Buffer Rules in Effect:NRTR Stream ID:Other Stream Classification: Impairments:Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)Impairments:Primary Classification: Class B(If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)Richland CreekBuffer Rules in Effect:Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/AImpairments:NoneOther Stream Classification: NoneSupplemental Classification: NCDWR Surface Water Classification for Water BodyPrimary Classification: Other Stream Classification: Surface Water Body (3): NCDWR Stream Index No.:Buffer Rules in Effect:Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NCDWR Stream Index No.:NCDWR Surface Water Classification for Water BodyPrimary Classification: (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)Deck Drains Discharge Over Water Body? 40240340440540840941041141241341441541641741841942042142242342442542642742842943043143243343443543643743843944044244344444544644744844945045145245345445545645745845946046146246346446546646746846947047147247347447554" RCPINV=2685.07’INV=2685.76’ INV=2690.75’54" RCP 54" RCP INV=26 91.94’ INV=2692.19’ INV=2694.70’BK 69.71 RT-L- 55+95.563" PlasticElv. 2674.94’TH 1 118.40 RT-L- 55+90.033" PlasticElv. 2676.10’TH 2 VICINITY MAPNAD 83PROJECT BEGIN D T V = = = = = = % % MPH ADT ADT % * FUNC CLASS = DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED K 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: 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. 2018 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 10/28/2022R:\Hydraulics\PERMITS_Environmental\Drawings\U-5839_HYD_TSH.dgnDavid.BockerCONTRACT:TIP PROJECT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NASee Sheet 1A For Index of Sheets HAYWOOD COUNTY -BORDER ST--Y8- -N MAI N ST- -US 2 3 BUSI NESS- -Y1- -LOVE LN- -Y12- -BIBLE BAPTIST DR- -Y15--Y21RPA-NAD 83/95U-5839PROJECT END -BRANNER AVE- -Y3- -B OUNDAR Y ST --Y2- -WAYNESVILLE PLAZA--Y18- -LEE ST--Y7- -DELLWOOD RD--Y9- -HOWELL MI LL RD- -Y10--ORCHARD VIEW RD--Y11--BARBER BLVD--Y13--FRAZIER ST--Y14--Y21RPB- -Y21LPB- - Y21 LP D--Y21RPD--PHI LLI PS RD- -Y16-45 6 7 8 9 10 11 12 13 1 41 5 1 61719 18 2 0 2122232440 U-5839 MOUNTAINS EXPWY) TO US 23 BUS (N MAIN ST) RUSS AVE - US 276 FROM US 23/74 (GREAT SMOKY FOR THE NORTH CAROLINA DEPT. OF TRANSPORTATION 20 10 20 40 50 1002550 10 5 10 20 2021 26,650 2041 30,150 8 55 4 * TTST =1%DUAL 3% URBAN ARTERIAL STATEWIDE TIER STEVE DRUM, PE MICHAEL HOLT, PE NCDOT CONTACT: 1.193 MilesTOTAL LENGTH TIP PROJECT U-5839 ......................... 0.067 MilesLENGTH STRUCTURE TIP PROJECT U-5839 ................. 1.126 MilesLENGTH ROADWAY TIP PROJECT U-5839 ..................TO LAKE J UNALUSKAP.E.50230.1.1 STA. 23+69.90 BEGIN BRIDGE STA. 25+44.37 END BRIDGE STA. 30+55.00 BEGIN BRIDGE STA. 32+35.00 END BRIDGE DIVISION PROJECT ENGINEER-W MARSHALL ST--Y17--B OUNDAR Y ST --Y2A - -L- POT STA. 10+19.45 BEGIN TIP PROJECT U-5839 -L- POC STA. 73+20.00 END TIP PROJECT U-5839 UPGRADE EXISTING SIGNAL -HAZEL ST--Y4--WALNUT ST--Y5--BETSY ACRE LN- -Y20- JUNE 3, 2019 STRUCTURES, AND CULVERT GRADING, DRAINAGE, PAVING, SIGNALS, MAY 16, 2023 CONTROL OF ACCESS ON THIS PROJECT EXCEPT INTERCHANGES & U-TURN BULBS HAVE FULL CONTROL OF ACCESS THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF WAYNESVILLE. THERE IS NO CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II -WALNUT ST- -L- US 276-RUSS AVE--L- US 276 US 7 4MOUNTAIN EXP RES S WAYGREAT S MOKYWETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 5 PERMIT DRAWING SITE 1 50230.2.1 R/W, UTL. Prepared in the Office of: KENNETH McDOWELL, PE 50230.3.1 CONST. CR CR CR CR CR CR CR CRCRCRCR CR CR CR CR CR CR CRCR CR CR CR CR CR CR CR CR CR CR CR CR CR CRCRCR CR CR CR CR CR CR CR CR CR CRCRCRCRCR CRC R CRCR CR CR CR CR CR CR CR CRCRCR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR CR .003 .04 10.00’10.00’Industrial D r.S.MainSt. Mill R d.Cal hounRd.Radi oTowe r Rd. Sunnyside D r. CampSchaub Rd. Rd. Hughes Mauney Cove Rd. Mauney Golf Course Rd.Carl ArringtonRd.Mountain Ln. Happy HillRd.Woodl andDr.FelmetSt.2ndAve.1stAv e . Test Rd. Reinertson D r. Howell MillRd. SouthernCorp.NorfolkSt.Stanly SouthernCorp.Ratcliffe Church Rd. Maple Grove Church Rd. Phillips Rd. Hall Top Rd.Fairl aneDr. Chestnut Park Rd. Shingles Cove Rd. East St.RacoonRacoonRd.Rd.SimsCir. Sims Rd.Circle%276 %276 %BUS 23 74 %BYP 23 %276 %276 %74 %BYP 23 %BUS 23 %19 Far m%BUS 23 % 1192 1191 1193 1194 1190 1813 1818 1812 1809 1808 1810 1810 1811 1812 1809 1175 1177 1177 1244 1244 1181 1251 1185 1184 1186 1199 1198 1204 1201 1202 1202 1250 1188 1939 1193 1195 119211881189 1257 1187 1184 1196 1255 1256 1197 1197 1254 1204 1267 R uss A ve. Russ Ave. N Main St.Howell Mill Rd. Pigeon St. RICHLAND CREEK RICHLAND CREEK WAYNESVILLE DI 12" RCP 18" RCP18" RCPCB S S SS S 36" CMP 24" CMP 24" CMP 1 5 " RCP 36" RCP18" CMP12" CMP8" PVCDRAINFRENCH 15" CMP DI 15" CMP CB SCONC.CONC.SCONC. 6’ WD BOLLARD(4) 48" CONC 48" CONC BST 6" CURB 6" CURB 30" C&G 30" C&G 30" C&G BST 30" C&G RET POND CONC SPILLWAY SIG 3’MTL RAIL 3’MTL RAIL CONC 2S STUCCO BUS WALL RET BLK BST CONC CONC BST BST BST CONC COLUMNSOTCB S S S S S S HHHE XIS TI N G R/WEXISTING R/W DB 899 PG 252 YOUNTS PROPERTIES, INC. DB 455 PG 757 DI-CAROLINAS, LLC, A TEXAS LLC DB 772 PG 2328 WILLIAM D. SCHULHOFER DB 465 PG 2054 E. JAKE SCHULHOFER WILLIAM D. SCHULHOFER AND DB 286 PG 748 DB 357 PG 974 DB 270 PG 081 HARDEE’S RESTAURANTS LLC DB 844 PG 517 KAREN D. WOOD GEORGE T. WOOD AND WIFE, D B 772 P G 2328 2 0 ’ S ANI TARY S EWER EAS EENT(CAB C- 1 7 9 0 ) EXISTING R/W (BY MAINTENANCE) 1SBK BUS 1SFG (DIR. UNK.) 15" CMP EIP 1SBR BUS E XIS TI N G R/WE XIS TI N G R/WEXISTING R/W A T E X A S L L C DI- C A R O LI N A S, L L C, REVOCABLE TRUST J R HOWARD DB 944 PG 1724 BST LEE ST (BY MAINTENANCE) EXISTING R/W BST BST CONC BST CB EIP COLUMNS COLUMNS WATER VALVES EXISTING R/W EXISTING R/W EIP100.00’ROGERS FAMILY HOLDINGS, LLC DB 879 PG 715 EXISTING R/W EIP EIP RFLP MOUNTAIN CREEK, LLC DB 1045 PG 900 MAP CABINET D - PAGE 1508 DB 816 PG 1751 DB 816 PG 1756 MAP CABINET D - PAGE 1508 TOWN OF WAYNESVILLE11’11’11’11’11’5’5’5’5’11’11’11’11’11’E XIS T E XIS T 100’ LEFT TURN TAPER 10’ GUARDRAIL PROPOSED 10’ CONC. SIDEWALK& GUTTER2’-6" CURB5’-6" CONC. SIDEWALK 5’-6" CONC. SIDEWALK 2’-6" CURB & GUTTER 5’ CONC. SIDEWALK 2’-6" CURB & GUTTER 30’+70.00+70.00+90.00+90.00SIDEWALK10’ CONC..02 PROPOSED SHOP CURVED GUARDRAIL 60’ R 35’ R 150’ LEFT TURN STORAGE 150’ LEFT TURN STORAGE 2.5’ R 2.5’ R 6.5’6.5’TURN TAPER 100’ LEFT 5’ CONC. SIDEWALK 5’ BIKE LANE5’ BIKE LANE CONC. SIDEWALK THRU RADIUS TRANSITION FROM 10’ TO 5’ 6’ TO 5’ S/W TRANSITION 29.5’.02.02.025’ C O N C. S/W C &G TIE T O E X.+00.5443.25’+64.0047.25’+78.0043.25’+00.0047.25’+30.0025.50’ +70.1535.75’+24.1910’ R 30’ R 30’ R +96.00+41.76+70.39+63.19LANE 5’ BIKE SHEET 2 OF 5 PERMIT DRAWING STREAM & WETLAND IMPACTS TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.10/28/2022R:\Hydraulics\PERMITS_Environmental\Drawings\U5839_HYD_PRM_PSH_08.dgnDavid.Bocker8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NAD 83/95 8 MATCHLINE -L- STA. 34+75 SEE SHEET 9MATCHLINE -L- STA. 30+00 SEE SHEET 7U-5839 FOR -L- PROFILE SEE SHT. 27 formerly CALYX Engineers & Consultants NC License # F-1333 P: 704.537.7300 www.NV5.com CHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC. CONCRETE SIDEWALK/MEDIAN EFFECTS BOUNDARY AREA OF POTENTIAL PAVEMENT REMOVAL FOR STRUCTURE PLANS SEE SHT. S2-1 THRU S2-4930-L--RUSS AVE- TYPE-III TYPE-III GREU, TL-2 TL-2 GREU CR CR CR CR F F F F F F F F F F C C F F C F F F F F F F F F C FF F F F 13 14 15 10 15 16 44 11B 11 RICHLAND CREEK RICHLAND CREEK SITE 1SITE 1 RETAIN REMOVE REMOVE REMOVEREMOVEREMOVEREMOVE REMOVE REMOVEREMOVEREMOVEREMOVE RETAIN RETAINRETAIN RETAIN REMOVEREMOVE REMOVEREMOVEREMOVE REMOVE RETAIN REMOVE 180 LF AND RETAIN JB w/MH 0803 0802 JB w/MH CBCB CB CB 15" RCP-IV 15" RCP-IV 18" RCP-IV 24" RCP-IV 24" RCP-IV 36" RCP-IV 36" RCP-IV 36" RCP-IV 0804 0805 0806 0813 0816 0814 0815 0817 0808 0807 0809 0801 w/MH JB CB 0818 0819 EXTEND AND COLLAR 0820 ( Not to Scale) RIP RAP AT EMBANKMENT 10’min. 1.0’min.Ditch Grade -L- STA. 31+84 LT, 9 Tons CL-I, 12 SY Geotextile -L- STA. 32+04 RT, 12 Tons CL-I, 17 SY Geotextile DETAIL 8-A 1.5’ GEOTEXTILE Type of Liner= CL-I, Rip-Rap SEE DETAIL 8-A RIPRAP AT EMBANKMENT SEE DETAIL 8-A RIPRAP AT EMBANKMENT 7 SY GEOTEXTILE 2 TONS CL B RIP RAP DI 15" RCP-IV 36" RCP-IV 36" RCP-IV 24" RCP-IV 18" RCP-IV 18" RCP-IV 18" RCP-IV RCP-IV 36" 08220823 15" RCP-IV SPECIAL CB SPECIAL CB SPECIAL CB 1-1/2" COVER (TYP.) 6"CLEAR 8" MIN. 9-3/4" EXISTING UTILITY LINE 12" MINIMUM COVER OR AS SPECIFIED BY UTILITY COMPANY. OFFSET CATCH BASIN EXISTING UTILITY CONFLICT STANDARD FRAME, GRATE AND HOOD MANHOLE FRAME AND COVER NOT TO SCALE #4 REBAR @ 6" O.C. BOTH WAYS (TYP.). PROPOSED SIDEWALK OR PLANTING STRIP 2" KEY MIN. SLOPE 1"/FT. OR FLOWABLE FILL SELECT BACKFILL SEE CATCH BASIN DETAIL @ 6" O.C. #4 REBAR DOWEL SEE DETAIL 12" 24" DOWEL DETAIL 1/2" CEMENT MORTAR TYP. 6" MIN. SEE APPROPRIATE ROADWAY SECTION NCDOT 840.66) SEE STEP DETAIL (STD 20.12 OR C/L1’-5INSIDE WALL1 2 /" PIPE SIZE ALLOWABLE SEE NCDOT DETAIL 840.01 FOR MAXIMUM 1. :NOTES 8’ MAX. SEE DETAIL 8-B SEE DETAIL 8-B SPECIAL CB 15"15"DETAIL 8-A OFFSET CATCH BASIN DI 12" RCP 18" RCP18" RCPCB S S SS S 36" CMP 24" CMP 24" CMP 1 5 " RCP 36" RCP18" CMP12" CMP8" PVCDRAINFRENCH 15" CMP DI 15" CMP CB SCONC.CONC.SCONC. 6’ WD BOLLARD(4) 48" CONC 48" CONC BST 6" CURB 6" CURB 30" C&G 30" C&G 30" C&G BST 30" C&G RET POND CONC SPILLWAY SIG 3’MTL RAIL 3’MTL RAIL CONC 2S STUCCO BUS WALL RET BLK BST CONC CONC BST BST BST CONC COLUMNSOTCB S S S S S S HHHE XIS TI N G R/WEXISTING R/W DB 899 PG 252 YOUNTS PROPERTIES, INC. DB 455 PG 757 DI-CAROLINAS, LLC, A TEXAS LLC DB 772 PG 2328 WILLIAM D. SCHULHOFER DB 465 PG 2054 E. JAKE SCHULHOFER WILLIAM D. SCHULHOFER AND DB 286 PG 748 DB 357 PG 974 DB 270 PG 081 HARDEE’S RESTAURANTS LLC DB 844 PG 517 KAREN D. WOOD GEORGE T. WOOD AND WIFE, D B 772 P G 2328 2 0 ’ S ANI TARY S EWER EAS EENT(CAB C- 1 7 9 0 ) EXISTING R/W (BY MAINTENANCE) 1SBK BUS 1SFG (DIR. UNK.) 15" CMP EIP 1SBR BUS E XIS TI N G R/WE XIS TI N G R/WEXISTING R/W A T E X A S L L C DI- C A R O LI N A S, L L C, REVOCABLE TRUST J R HOWARD DB 944 PG 1724 BST LEE ST (BY MAINTENANCE) EXISTING R/W BST BST CONC BST CB EIP COLUMNS COLUMNS WATER VALVES EXISTING R/W EXISTING R/W EIP100.00’ROGERS FAMILY HOLDINGS, LLC DB 879 PG 715 EXISTING R/W EIP EIP RFLP MOUNTAIN CREEK, LLC DB 1045 PG 900 MAP CABINET D - PAGE 1508 DB 816 PG 1751 DB 816 PG 1756 MAP CABINET D - PAGE 1508 TOWN OF WAYNESVILLE 2613 26132614261426162 6 16 2616 261626162616261726172617 261726172617261826182618261826182619261926192619261926212 6 2 1 2621 262126212622262226222622 26222622 26222622 2622 2622 2622262226232623262326232623262326232623 2623 2623262326232623262326242624262426242624 26242624 2624262426262626 2626262626262 6 2 6 26262626262626272627262726272627262726282628262826292629262926312632 26152 6 1 5 26152615 26152615 2615261526152615 2615262026202 6 2 0 2620 2620 26202620262026202625 2 6 2 5262526252625262526252625262526252625262526252625 2625262526252625262526252625262526252625 26252 6 2 5 262526252625 262526252625263026302630263011’11’11’11’11’5’5’5’5’11’11’11’11’11’E XIS T E XIS T 100’ LEFT TURN TAPER 10’ GUARDRAIL PROPOSED 10’ CONC. SIDEWALK& GUTTER2’-6" CURB5’-6" CONC. SIDEWALK 5’-6" CONC. SIDEWALK 2’-6" CURB & GUTTER 5’ CONC. SIDEWALK 2’-6" CURB & GUTTER 30’+70.00+70.00+90.00+90.00SIDEWALK10’ CONC..02 PROPOSED SHOP CURVED GUARDRAIL 60’ R 35’ R 150’ LEFT TURN STORAGE 150’ LEFT TURN STORAGE 2.5’ R 2.5’ R 6.5’6.5’TURN TAPER 100’ LEFT 5’ CONC. SIDEWALK 5’ BIKE LANE5’ BIKE LANE CONC. SIDEWALK THRU RADIUS TRANSITION FROM 10’ TO 5’ 6’ TO 5’ S/W TRANSITION 29.5’.02.02.025’ C O N C. S/W C &G TIE T O E X.+00.5443.25’+64.0047.25’+78.0043.25’+00.0047.25’+30.0025.50’ +70.1535.75’+24.1910’ R 30’ R 30’ R +96.00+41.76+70.39+63.19LANE 5’ BIKE SHEET 3 OF 5 PERMIT DRAWING STREAM & WETLAND IMPACTS TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.10/28/2022R:\Hydraulics\PERMITS_Environmental\Drawings\U5839_HYD_PRM_PSH_08_Cont.dgnDavid.Bocker8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NAD 83/95 8 MATCHLINE -L- STA. 34+75 SEE SHEET 9MATCHLINE -L- STA. 30+00 SEE SHEET 7U-5839 FOR -L- PROFILE SEE SHT. 27 formerly CALYX Engineers & Consultants NC License # F-1333 P: 704.537.7300 www.NV5.com CHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC. CONCRETE SIDEWALK/MEDIAN EFFECTS BOUNDARY AREA OF POTENTIAL PAVEMENT REMOVAL FOR STRUCTURE PLANS SEE SHT. S2-1 THRU S2-4930-L--RUSS AVE- TYPE-III TYPE-III GREU, TL-2 TL-2 GREU CR CR CR CR F F F F F F F F F F C C F F C F F F F F F F F F C FF F F F 13 14 15 10 15 16 44 11B 11 RICHLAND CREEK RICHLAND CREEK SITE 1SITE 1 RETAIN REMOVE REMOVE REMOVEREMOVEREMOVEREMOVE REMOVE REMOVEREMOVEREMOVEREMOVE RETAIN RETAINRETAIN RETAIN REMOVEREMOVE REMOVEREMOVEREMOVE REMOVE RETAIN REMOVE 180 LF AND RETAIN JB w/MH 0803 0802 JB w/MH CBCB CB CB 15" RCP-IV 15" RCP-IV 18" RCP-IV 24" RCP-IV 24" RCP-IV 36" RCP-IV 36" RCP-IV 36" RCP-IV 0804 0805 0806 0813 0816 0814 0815 0817 0808 0807 0809 0801 w/MH JB CB 0818 0819 EXTEND AND COLLAR 0820 ( Not to Scale) RIP RAP AT EMBANKMENT 10’min. 1.0’min.Ditch Grade -L- STA. 31+84 LT, 9 Tons CL-I, 12 SY Geotextile -L- STA. 32+04 RT, 12 Tons CL-I, 17 SY Geotextile DETAIL 8-A 1.5’ GEOTEXTILE Type of Liner= CL-I, Rip-Rap SEE DETAIL 8-A RIPRAP AT EMBANKMENT SEE DETAIL 8-A RIPRAP AT EMBANKMENT 7 SY GEOTEXTILE 2 TONS CL B RIP RAP DI 15" RCP-IV 36" RCP-IV 36" RCP-IV 24" RCP-IV 18" RCP-IV 18" RCP-IV 18" RCP-IV RCP-IV 36" 08220823 15" RCP-IV SPECIAL CB SPECIAL CB SPECIAL CB 1-1/2" COVER (TYP.) 6"CLEAR 8" MIN. 9-3/4" EXISTING UTILITY LINE 12" MINIMUM COVER OR AS SPECIFIED BY UTILITY COMPANY. OFFSET CATCH BASIN EXISTING UTILITY CONFLICT STANDARD FRAME, GRATE AND HOOD MANHOLE FRAME AND COVER NOT TO SCALE #4 REBAR @ 6" O.C. BOTH WAYS (TYP.). PROPOSED SIDEWALK OR PLANTING STRIP 2" KEY MIN. SLOPE 1"/FT. OR FLOWABLE FILL SELECT BACKFILL SEE CATCH BASIN DETAIL @ 6" O.C. #4 REBAR DOWEL SEE DETAIL 12" 24" DOWEL DETAIL 1/2" CEMENT MORTAR TYP. 6" MIN. SEE APPROPRIATE ROADWAY SECTION NCDOT 840.66) SEE STEP DETAIL (STD 20.12 OR C/L1’-5INSIDE WALL1 2 /" PIPE SIZE ALLOWABLE SEE NCDOT DETAIL 840.01 FOR MAXIMUM 1. :NOTES 8’ MAX. SEE DETAIL 8-B SEE DETAIL 8-B SPECIAL CB 15"15"DETAIL 8-A OFFSET CATCH BASIN SHEET 4 OF 5 PERMIT DRAWING 28+00 29+00 30+00 31+00 32+00 33+00 34+00 PROFILE ALONG ROADWAY 2630 2600 2620 2610 BRIDGE REMOVE EXISTING CENTER LINE PROFILE ALONG STEEL = 2620.68’ PROP. LOWEST LOW (+)0.3031% (-)6 .0784% ELEV. = 2626.7’ PROP. 100 YR (-)0.4661% K = 94 VC = 526’ EL = 2,627.41 PI = 30+02.00 KEYED 3.5 FT DEEP CLASS ’II’ RIP RAP 1.5:1 SLOPE 1.5:1 SLOPE KEYED 3.5 FT DEEP CLASS ’II’ RIP RAP DOWNSTREAM NATURAL GROUND UPSTREAM NATURAL GROUND 3@60’ SPANS 45" PSCG BRIDGE SKEW = 90 G.P. ELEV. 2627.51 -L- STA 31+45.00 EXISTING ROADWAY GRADE K = 216 VC = 166’ EL = 2,625.76 PI = 33+56.00 PROPOSED ROADWAY GRADE (8-4-2016) SURVEY = 2614.7 WS ON DATE OF RECENT DRIFT = 2615.7 4.0’ DEEP CAP DDE = 490 CY EXCAVATE BERM TO EL. 58.8’ 0.5% 0.5% TO -L- STA. 35+21 FLOODPLAIN LIMITS EXTEND TO -L- STA. 35+21 FLOODPLAIN LIMITS EXTEND TO -L- STA. 30+65 FLOODPLAIN LIMITS EXTEND DDE = 280 CY EXCAVATE BERM TO EL. 58.8’ ELEV. = 2625.4’ PROP. 50 YR SCOUR PROFILE 100 YR THEORETICAL SCOUR PROFILE 500 YR THEORETICAL DEVELOPED/BUSINESS. COBBLES. FLOODPLAIN IS WOODED & BED MATERIAL IS ROCKY W/ LARGE BANKS ABOVE NWS; STABLE BANKS. CHANNEL IS 30-55 FT. WIDE W/ 4’-5’ HIGH STREAM NOTE: SITE 1 -L- STA 31+45 3@60’ SPANS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.10/28/2022R:\Hydraulics\PERMITS_Environmental\Drawings\U5839_HYD_PRM_Richland_Creek.dgnDavid.Bocker8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 8 MATCHLINE -L- STA. 34+75 SEE SHEET 9MATCHLINE -L- STA. 30+00 SEE SHEET 7U-5839 FOR -L- PROFILE SEE SHT. 27 formerly CALYX Engineers & Consultants NC License # F-1333 P: 704.537.7300 www.NV5.com CHARLOTTE, NC 28227 7500 E. INDEPENDENCE BLVD, STE 100 NV5 ENGINEERS & CONSULTANTS, INC. CONCRETE SIDEWALK/MEDIAN EFFECTS BOUNDARY AREA OF POTENTIAL PAVEMENT REMOVAL FOR STRUCTURE PLANS SEE SHT. S2-1 THRU S2-49 Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (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- 31+07/31+95 3@60', 45' Girder Bridge 0.02 0.50 118 128 TOTALS*: 0.02 0.50 118 128 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 5OF 5 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSHAYWOODU-5839 NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS10/28/2022