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Home My WebLink About20201591 Ver 1_17BP.12.R.42_Permit Drawings_20210218_20210324(Version 2.02; Released April 2015)17BP.12.R.42TIP No.:17BP.12.R.42County(ies):Cleveland Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year:2011Existing: Year:Aquatic T&E Species?NoComments:Yes NoNoWetlands within Project Limits?NoneSupplemental Classification: Rural & WoodedBuffalo Creek (Tributary 3 drains into Buffalo Creek)9-53-(5)0.20.10Project DescriptionBroadRiver Basin(s): Annual Avg Daily Traffic (veh/hr/day):20 pavement with 10' ' lanes and 3' grass shoulders tying into existing alignment. Guardrails sections will have 6' grass shoulders18 pavement with 9' ' lanes and variable width grass shoulders. Roadway is mostly normal crownThe purpose of this project is to replace existing bridge No. 329 on SR-2212 over the Buffalo Creek Tributary #3 in Cleveland County with a new bridge. The existing bridge is a 120’ long, 6 span structure with sloping abutments. The proposed bridge will be a 3 span, 135' long cored slab structure with spill-through abutments and will be in the same location as the existing. All storm drainage maintains existing flow patterns. Rip rap is used to diffuse flow where applicable. Summary of methods utilized to minimize impacts:-Fill slopes set at 2:1 to maintain existing drainage patterns -Shoulder slopes maximized at 7’ to promote infiltration from roadway runoff-Rip rap pads provided at drainage outlets to diffuse flow-New design calls for 3 span structure with large center span that spans the creek beyond its banks. Abutments are no longer in stream.Existing SiteProject Length (lin. miles or feet): Address:City/Town:0.3Typical Cross Section Description: Surrounding Land Use: NoWBS Element:Bridge Replacement 3/30/2017ClevelandPaul Fisher, PEMA Engineering Consultants, Inc.NCDOT Contact:Contractor / Designer:WBS Element:North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:Address:General Project Information17BP.12.R.42None17BP.12.R.42Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)N/Aac.320None320Waterbody Information2011NCDWR Stream Index No.:ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water BodyGeneral Project Narrative:(Description of Minimization of Water Quality Impacts)Proposed ProjectProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?(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)NRTR Stream ID:Buffer Rules in Effect:N/ADeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)1020 Birch Ridge DrRaleigh, NC 27610Cary, NC 27511Scott Brookhart, PE, CFM919-707-6720pfisher@ncdot.gov919-297-0220sbrookhart@maec.com599 E Chatham St, Suite 137 VICINITY MAP (N.T.S.)DETOUR ROUTE T V = = =MPH ADT 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. 2012 STANDARD SPECIFICATIONS HYDRAULICS ENGINEER09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 11/17/2016R:\Hydraulics\PERMITS_Environmental\Drawings\220329__Hyd_prm_wet_tsh.dgn3:53:08 PMCONTRACT: ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NASee Sheet 1-B For Symbology See Sheet 1-A For Index of Sheets 2011 6 % 17BP.12.R.42 PROJECT = 0.095 mile = 0.026 mile = 0.069 mile P.E. R/W & UTILITIES DIVISION OF HIGHWAYS 1000 Birch Ridge Dr., Raleigh NC, 27610 Prepared For: By: LETTING DATE: PROJECT ENGINEER PROJECT DESIGN ENGINEERPROJECT: 17BP.12.R.42KEVIN S. HUTCHENS, PE CONST. TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE ENGINEER ROADWAY DESIGN CLEVELAND COUNTY ON SR 2212 (ROSEBOROUGH RD) LOCATION: BRIDGE #329 OVER BUFFALO CREEK TRIBUTARY TO NC 226 ROBERT W. PORTER, PE RIGHT OF WAY DATE: TOTAL LENGTH PROJECT 17BP.12.R.42 LENGTH STRUCTURES PROJECT 17BP.12.R.42 LENGTH ROADWAY PROJECT 17BP.12.R.42 320 55 17BP.12.R.42 Church Rd.) (Immanuel 2495 2331 2227 2308 2228 2228 2361 2240 2405 2366 2209 2207 2208 2303 1103 22042201 1236 1104 1243 2205 2428 2330 1103 2338 1281 2514 2514 1296 1297 1280 2426 2561 2404 1282 1279 1100 2348 2210 2212 2356 2334 2226 2212 2301 2433 2222 2218 2399 2224 2217 2217 2382 2220 2219 2214 2214 2213 2214 2225 2215 2216 2423 2424 2367 2368 2425 1107 2376 2376 2415 1109 1128 2422 2370 2372 2371 2377 1298 1299 2633 2432 2474 2476 2476 2218 2206 2480 2208 2226 2226 2483 2484 2485 2700 2701 2702CarolinaPl.Sulphur Springs Rd.Hamri ck Rd. Sweezy Rd. T urner R d.Tu r n e r Rd. Lowery Dr.Mark Dr.Spring Lane Hawthorne Ln.CanterburyRd. Peeler St. Hillcrest Ave.Turner Rd. J o e La k e Rd.Big g ers La k e Rd. R ob erts Rd. Ponder Rd.Runyans Rd.Graha m Rd. A nt hony Rd. Sepaugh Rd.Bettis Rd.Bettis Rd.Hardin- S mith R d. Dover Rd. Sarrett Rd.Biggers Rd. Troutman Dr.Putnam Rd.Jackson Rd.Poplar Dr.Leslie Rd.(Southern Spring) Royal Dr.Riley St.Ba ptist Ch urc h Rd. (Shuford Dr.) Rockman St.Fernwood Dr.Deep Green Dr.Maple Valley Dr.Kemp Dr.Heinz Dr.Frit z Dr. Eagle’s Nest Ln. La ren Rd .Pil bur y Dr. Holden Dr.Candy Dr.Freshwater Dr. Granite Dr.Rosemont Dr.MeadowLark Ln Christopher Rd Cedar Creek RdLee DrIdlewild Dr Pleasant Hill Church Rd Horse Trail DrWestgate DrRidge StCircle Dr Ellis RdLeslie DrShaw St Leo Dr Penndale DrEmerald Ln Jetter RdTemple Dr G B Blanton RdMallard Dr Sage Dr Rob’s CtMeadow Glenn Dr Mallard Dr Canterbury Dr Christopher Rd Sulphur Springs RdCaleb RdPeterson DrB ro ok field D rPle as a nt Hill Ch urc h Rd Kendricks Rd Kentbury DrKim DrDavis Rd Austell Graha m Rd G B Blanton RdT r ent M cSw ai n R dBet t i s RdCrow RdAustell Rd Crow RdMcCurry R d Eva Ln Lare n RdBettis RdLavender Rd Crow Rd Rippy RdJack Francis Rd Ri ppy RdTrent McSwain Rd Bankhead Rd.Schweppe DrSylvan Rd S Post Rd Bl acksburg RdCleveland AveS Post Rd Blacksburg RdS Post RdBlacksburg RdB lacksburg Rd Blacksburg RdBr a nc hLic kElem Sch Springs Patterson Sch Pruette Earl Sch Old Ellis Chapel Lake Bookout Earl 1103 New Buffalo Ch Ch Sulphur Springs Sch Number 3 Ch New Hope Ch Fairview 2342 Andrews DrAyers RdMorehead Rd. 2225 Martin Rd.pop. 233 Springs Patterson pop 603226 198 180 198 226 180 1105 2380 Roseborough RdBuffalo CreekLaven der Rd 2439 Davis Rd.Ben Davis Rd2240 Pinew ood Dr 2467McGinnis Dr.2229 2355Greene Rd.Blackburn DrVilla DrWatterson Dr2230Hardin- S mith Rd. NORTH CAROLINA SOUTH CAROLINA BEGIN PROJECT 17BP.12.R.42 END PROJECT 17BP.12.R.42 -L- -L- POT STA. 14+09+/- END BRIDGE -L- POT STA. 12+74+/- BEGIN BRIDGE (LAVENDER RD.) TO SR 2226 -L- POT STA. 11+00 -L- POT STA. 16+00 ROSEBOROUGH RD. SR 2212 TRIBUTARY BUFFALO CREEK TO THE LIMITS ESTABLISHED BY METHOD II. CLEARING ON THIS PROJECT SHALL BE PERFORMEDJohnson St Cleveland AveS Post Rd1107 NAD 83 / NA 2011Boween River50 50 10 0 0 0 PROFILE (HORIZONTAL) GRAPHIC SCALES PLANS PROFILE (VERTICAL) 0 00 20 100 10025 25 510 50 50 (704) 480-9034 DIVISION 12 BRIDGE PROGRAM MANAGER STEVE RACKLEY, PE NCDOT CONTACT: Patterson School Rd. Church Rd Pleasant Hill Cemtry Rd. New Hope Br o o kfi el d DrRo b e rts Rd. DESIGN EXCEPTIONS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS -L- VPI STA. 11+85 and 15+00 FOR VERTICAL CURVES AT SAG VERTICAL CURVE K: 4 17BP.12.R.42 17BP.12.R.42 17BP.12.R.42 SUBREGIONAL TIER FUNCT. CLASS. = LOCAL WETLAND PERMIT DRAWINGS SHEET 1 OF 4 PERMIT DRAWING BL*362027BL*362031EL*362031T T 8’ GRAVEL DRIVE12’ CONC.9’ BST18" RCP REBAR REBAR AXLE REBAR REBAR BRIAN K. & KIMBERLY A. LINZY MICHAEL MULL TRIBUTARYBUFFALO CREEKNO# OWNER UNKNOWN WOODS WOODS WOODS WOODS WOODS WOODS WOODS SR 2212 ROSEBOROUGH RD. 18’ PAVED ROADWAY LAVENDER RD. TO SR 2226 350’ +/- TO NC HWY 226 1.61 MILES +/-TO HOUSETO HOUSETO HOUSETO HOUSE TRAILERTO HOUSEBELL PED#1 SOUTHERN GRAVEL DRIVE14’ C O N C. CARROLL STRANGE SHARON D. HOLLIFIELD SILAS GIST, JR. 1 2 3 4 5 T RIBU T ARYBUF F AL O CRE E K15" HDPE 18" RCP 18" RCP (WEST END) 15" RCP (EAST END) 18" HDPE (SITE 1) BANK STABILIZATION 600 610 620 630 640 600 610 620 630 640 10 11 12 13 14 15 16REVISIONS SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 4 17BP.12.R.42 R/W SHEET NO.8/17/992/18/2021P:\JOBS\0659\088\10600\Cleveland329\Hydraulics\PERMITS_Environmental\Drawings\220329_Hyd_prm_wet_psh04.dgn2:42:19 PM590 590 SHEET 2 OF 4 PERMIT DRAWING DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DRIVE PILES TO BEARING WILL REQUIRE APPROXIMATELY ONE WEEK TO EACH OF THE END BENTS. EACH END BENT FIVE 12X53 STEEL PILES TO BE DRIVEN AT * **F F F F F F F F15 NAD 83 / NA 20110402 0401 0403 0404 TBDI TBDI 15" 15" PLANS) (SEE STRUCTURE EXCAVATION ELBOWS w/2 w/2 ELBOWS ( Not to Scale) RIP RAP AT CHANNEL EMBANKMENT Geotextile DETAIL E1 2’ TYP. *1.5:1 max. or as directed by Engineer FROM -L- STA. 13+43 TO STA. 13+72 (EAST BANK) FROM -L- STA. 13+15 TO STA. 13+33 (WEST BANK) 1.5:1*1.5:1* 30 TONS CL II Rip-Rap; 32 SY Geotextile (EAST BANK) 42 TONS CL II Rip-Rap; 45 SY Geotextile (WEST BANK) Type of Liner= PI = 11+85.00 EL = 624.28’ (-)6.6470% VC = 170’ PI = 15+00.00 EL = 620.08’ (-)1.3333% (+)5.2000% VC = 200’ V = 28 mph K = 32 V = 27 mph K = 31 (+)0.30% EL. 612.32 -L- STA. 15+50 RT END LATERAL ’V’ DITCH EL. 605.20 -L- STA. 13+75 RT BEGIN LATERAL ’V’ DITCH RIGHT DITCH EL. 605.53 -L- STA. 14+85 RT STRUCTURE HYDRAULIC DATA DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION = 620.9 = 12900 = 610.61 = 1500 = 610.0 = 1100 = 25 = 100 = 500+ EL. 625.96’ -L- STA. 16+05.36 (29.56’ RT) RAILROAD SPIKE IN POWER POLE BM #1 EL. 629.93’ -L- POT STA. 11+00.00 BEGIN GRADE EL. 625.28’ -L- POT STA. 16+00.00 END GRADE (+)10.45%1.5:11.5:1EXISTING BRIDGE (TO BE REMOVED) **** ** - EXCAVATION (SEE STRUCTURE PLANS) - DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL CURVE K and SSDv. 599600 601601601 601602602602602 602602 603603603603603603 603603604604604 604604604604605605605 605605605606606606 6066066066066066076076076076 07 607607607607 607607608608608 608 6 0 8 608608608609609609 609609609 609 610610610610610610 610611611611611611611 611612612 612612612612 612613613 613613613613 613 613614614 614614614614 614 614615615 615615615615615 6156166166166166166 16 616 616617617 617617617617 617 617618618 618618618618 618 618619619 6196196196 19 619 619620620 620620620620 6 2 0621621 621621621 621621622622622622623 623623623623624 624624624624625 625625625626626626626626627627627 627627627628628 628 628628628629629 629629630630 630630631631 631631632632 632632633 633 633633633634 634 634634635 6 3 5 6356356366 3 6 636637637637 638638638639639639639640640640640641641641642642642643643643644644645645646646647648649650651652BL*362027BL*362031EL*362031T T 8’ GRAVEL DRIVE12’ CONC.9’ BST18" RCP REBAR REBAR AXLE REBAR REBAR BRIAN K. & KIMBERLY A. LINZY MICHAEL MULL TRIBUTARYBUFFALO CREEKNO# OWNER UNKNOWN WOODS WOODS WOODS WOODS WOODS WOODS WOODS SR 2212 ROSEBOROUGH RD. 18’ PAVED ROADWAY LAVENDER RD. TO SR 2226 350’ +/- TO NC HWY 226 1.61 MILES +/-TO HOUSETO HOUSETO HOUSETO HOUSE TRAILERTO HOUSEBELL PED#1 SOUTHERN GRAVEL DRIVE14’ C O N C. CARROLL STRANGE SHARON D. HOLLIFIELD SILAS GIST, JR. 1 2 3 4 5 T RIBU T ARYBUF F AL O CRE E K15" HDPE 18" RCP 18" RCP (WEST END) 15" RCP (EAST END) 18" HDPE (SITE 1) BANK STABILIZATION 600 610 620 630 640 600 610 620 630 640 10 11 12 13 14 15 16REVISIONS SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 4 17BP.12.R.42 R/W SHEET NO.8/17/992/18/2021P:\JOBS\0659\088\10600\Cleveland329\Hydraulics\PERMITS_Environmental\Drawings\220329_Hyd_prm_wet_psh04.dgn2:42:47 PM590 590 SHEET 3 OF 4 PERMIT DRAWING DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DRIVE PILES TO BEARING WILL REQUIRE APPROXIMATELY ONE WEEK TO EACH OF THE END BENTS. EACH END BENT FIVE 12X53 STEEL PILES TO BE DRIVEN AT * **F F F F F F F F15 NAD 83 / NA 20110402 0401 0403 0404 TBDI TBDI 15" 15" PLANS) (SEE STRUCTURE EXCAVATION ELBOWS w/2 w/2 ELBOWS ( Not to Scale) RIP RAP AT CHANNEL EMBANKMENT Geotextile DETAIL E1 2’ TYP. *1.5:1 max. or as directed by Engineer FROM -L- STA. 13+43 TO STA. 13+72 (EAST BANK) FROM -L- STA. 13+15 TO STA. 13+33 (WEST BANK) 1.5:1*1.5:1* 30 TONS CL II Rip-Rap; 32 SY Geotextile (EAST BANK) 42 TONS CL II Rip-Rap; 45 SY Geotextile (WEST BANK) Type of Liner= PI = 11+85.00 EL = 624.28’ (-)6.6470% VC = 170’ PI = 15+00.00 EL = 620.08’ (-)1.3333% (+)5.2000% VC = 200’ V = 28 mph K = 32 V = 27 mph K = 31 (+)0.30% EL. 612.32 -L- STA. 15+50 RT END LATERAL ’V’ DITCH EL. 605.20 -L- STA. 13+75 RT BEGIN LATERAL ’V’ DITCH RIGHT DITCH EL. 605.53 -L- STA. 14+85 RT STRUCTURE HYDRAULIC DATA DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION = 620.9 = 12900 = 610.61 = 1500 = 610.0 = 1100 = 25 = 100 = 500+ EL. 625.96’ -L- STA. 16+05.36 (29.56’ RT) RAILROAD SPIKE IN POWER POLE BM #1 EL. 629.93’ -L- POT STA. 11+00.00 BEGIN GRADE EL. 625.28’ -L- POT STA. 16+00.00 END GRADE (+)10.45%1.5:11.5:1EXISTING BRIDGE (TO BE REMOVED) **** ** - EXCAVATION (SEE STRUCTURE PLANS) - DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL CURVE K and SSDv. HandExisting 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- 13+15 to -L- 13+72 Bank Stabilization33TOTALS:33ATN Revised 3/31/05SHEET 4 of 4 2/18/2021CLEVELAND COUNTYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS17BP.12.R.42 WETLAND PERMIT IMPACT SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTS