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Home My WebLink About20171165 Ver 1_Build Maps_20170911(Version 2.06; Released June 2016)46084.1.1TIP No.:B-5369County(ies):Cabarrus Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year:2025Existing: Year:Aquatic T&E Species?NoComments:Yes NoNoWetlands within Project Limits?NoneNoneSupplemental Classification: NoneForest, agricultural, and rural residentialCold Water Creek13-17-9-4-(1.5)0.70.179 MilesProject DescriptionProposed ProjectYadkin-Pee DeeRiver Basin(s): City/Town:1.1Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nobzerman@ncdot.govAddress:8/7/2017CabarrusBill ZermanRaleigh, NC 27610WBS Element:Bridge ReplacementWBS Element:Reid B. Robol, PE - Ecological EngineeringNCDOT Contact:919-707-6755Suite 101Cary, NC 27518Contractor / Designer:919-557-09291151 SE Cary ParkwayNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1020 Birch Ridge DriveAddress:General Project InformationB-536946084.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)State project B-5369 involves the replacement of the existing NCDOT Bridge #120053 on SR 2114 over Cold Water Creek. Bridge #120053 consists of 1@30'-3", 2@30'-0", 1@30'-3" steel plank deck on I-beams on steel caps and timber piles. Piped stormwater outfalls are proposed which will outlet a distance from the stream in order to minimize disturbance to the stream. Rip Rad pads will be utilized to dissipate the energy. No deck drains are required for the proposed bridge. Rip rap lined roadside ditches are proposed in order to aid in stabilization and to regulate velocity. Replacement bridge will be a 45" PSCG 1@80', 1@55' structure with no bents in the stream.N/ABuffer Rules in Effect:None27002 @ 12 ft lanes, 9.5 ft shoulders, with total bridge width of 43 ft and total bridge length of 135 ft.Waterbody Information2010NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Bodyac.2 @ 9.5 ft lanes, 2.5 ft shoulders, with a total bridge width of 24 ft and total bridge length of 121 ft.5000rrobol@ecologicaleng.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NoDeck 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) WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 5 PERMIT DRAWING 25 50 10050 25 50 10050 5 10 2010 K D T V = = = = = = 3,005 3,825 9 60 5 45 % % MPH ADT ADT 2018 2038 % * DUAL =4%) INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION * (TTST =1% 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:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 4:53:18 PMR:\Hydraulics\PERMITS_Environmental\Drawings\B-5369_Hyd_prm_TSH.dgnericbergerCONTRACT:TIP PROJECT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NASUB-REGIONAL TIER = = =0.179 MILES 0.026 MILES 0.153 MILESLENGTH OF ROADWAY TIP PROJECT B-5369 LENGTH OF STRUCTURE TIP PROJECT B-5369 TOTAL LENGTH OF TIP PROJECT B-5369 RIGHT OF WAY DATE: LETTING DATE: Prepared in the Office of: DIVISION OF HIGHWAYS 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER KC I http://www.kci.com NCDOT CONTACT: Plans Prepared For: Raleigh NC, 27610 1000 Birch Ridge Dr. PROJECT DESIGN ENGINEER Fax (919) 783-9266 Phone (919) 783-9214 Raleigh, NC 27609 Landmark Center II, Suite 220 4601 Six Forks Road KCI Associates of N.C., P.A. BARRY C. SMITH, P.E. DEWAYNE L. SYKES, P.E.B-5369 See Sheet 1A For Index of Sheets B-5369 46084.1.1 BRSTP-2114(1) P.E. CABARRUS COUNTY BRIDGE NO. 53 OVER COLD WATER CREEK ON SR 2114 (CENTERGROVE ROAD) GRADING, DRAINAGE, PAVING, AND STRUCTURE 4 VICINITY MAP See Sheet 1C-1 for Survey Control Sheet See Sheet 1B for Conventional Symbols SITE PROJECT INTERSTATE INTERSTATE 601 Julia Rd Camp Rd Centergrove Blvd Earnhardt Dale Rd Texas Little 601 85 853 Ave. Midlake Dr. Sunrise Lake Rd Hilton Rd Brantley St Lane Rd Grove China Concord Rd Salisbury- DETOUR ROUTE -L- STA. 18+30.00 BEGIN BRIDGE -L- POT STA. 14+25.00 BEGIN STATE TIP PROJECT B-5369 -L- STA. 19+65.00 END BRIDGE -L-COLD WATER CREEK-L- POC STA. 23+70.00 END STATE TIP PROJECT B-5369 CENTERGROVE ROADSR 2114 TO MIDLAKE AVE. TO CAMP JULIA RD MARCH 17, 2017 MARCH 20, 2018 NOTE: 2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD __. 1. THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF KANNAPOLIS. COLLECTOR MAJOR (919) 557-0929 Cary, NC 27518 Suite 101 1151 SE Cary Parkway NC FIRM LICENSE No: F-1148 THAD DUNCAN, PE PROJECT DESIGN ENGINEER - ROADWAY DESIGN -DR2- -DR3- -DR4- -DR5- -DR2- STA. 11+25.00 END CONSTRUCTION -DR3- STA. 11+08.00 END CONSTRUCTION -DR5- STA. 10+57.00 END CONSTRUCTION -DR4- STA. 10+60.00 END CONSTRUCTION 25% APPROVED PLANS Lake Concord LakeFisherConcordLake3 .12.48 1.28.56.99.86.41.20ColdWaterCreek63 2119 2114 2198 2126 2154 2118 2116 2000 2180 2202 2114 1002 Cabarrus / Rowan County Line City Limits Kannapolis N A 2011 N AD 83/ GRAPHIC SCALE 0'100'50' SITE 1 SITE 1 0'50'25' INSET GRAPHIC SCALE S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET 2 OF 5 PERMIT DRAWING A A SECTION A-A 152025TYPE-III GRAU 350 TL-2 TYPE-III TYPE-III TYPE-III GRAU 350 TL-2 EXIST.000102020201000102EXIST.TL-2 GRAU 350 050403020100EXIST.03 EXIST. EXIST. TL-2 GRAU 350 030405060703DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4B-5369 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Fax (919) 783-9266 KC I Engineers Planners Scientists Construction Managers 4601 Six Forks Road, Landmark Center II, Suite 220 Raleigh, NC 27609-5210 Phone (919) 783-9214http://www.kci.com RELATIONSHIP OF BRIDGE TO PROPOSED PAVEMENT (1" = 50') -L- STA. 19+76.00 -L- STA. 18+19.00 N AD 83/ N A 2011 (919) 557-0929 Cary, NC 27518 Suite 101 1151 SE Cary Parkway NC FIRM LICENSE No: F-1148 UNLESS OTHERWISE STATED. NOTE: ALL DRIVEWAY RADII ARE 10'FOR -L- PROFILE, SEE SHEET 5 FOR STRUCTURE PLANS, SEE SHEETS S-1 TO S-? FOR -DR2-, -DR3-, -DR4-, -DR5- PROFILE, SEE SHEET 6 END APPROACH SLAB BEGIN APPROACH SLAB -DR4-- D R5-EXIST.01 +50 02R=5' 5'036'04 R=12' 04 03 16'+32 02 12'+42 01 EXIST. 10'I N C. -DR4- & -DR5- DETAIL INSET (1" = 20') 10'I N C. 2 3 4 5 6 7 8 1 50'50'vv18" RCP 18" RCP 18" RCP 18" CMPRCP 24" PVC 24" RCP18" RCP 18" RCP 18" RCP 36" CMP 18" RCPINV=655.66' INV=658.00' INV=657.94' DI 15" RCP ABAND S S 2 S F D GR 2 S F D 1 S BK D GR GR 2 S F D 1 S F BUS 1 S F D POLE FLAG 3 9 10 11 13 14 15 16 17 19 21 22 24 25 26 2745 6 7 8 18 20 23 DISHSATELLITE POND CONCRETE PIERS WDBST C O NC BS TEXISTING R/W EXISTING R/W POND -EL- TOU ZER HANG XIA VANG HANG and husband DB 8657 PG 144 SANG PARK DB 6724 PG 168 PHYLLIS P. COLEMAN FELTON G. COLEMAN and wife DB 8316 PG 321 ROSALYN LANHAM WILL 03-E-430 DB 646 PG 212 DB 369 PG 145 EVELYN M. CAUBLE RUFUS M. CAUBLE and wife CHARLES WILLARD BOSTICK WILL 92-E-793 DB 443 PG 370 MELISSA BOST KEEVER DEAN ALFRED KEEVER and wife DB 605 PG 811 22.0' PAVED ROADWAY CENTERGROVE ROADSR 2114 CENTERGROVE ROAD SR 2114 22.0' PAVED ROADWAY 60'100'BAPTIST CHURCH CONCORD LAKE DB 293 PG 80 +35 -L- EXIST.0718" RCP 18" RCP GR 25WD C O NCREMOVERETAIN( Not to Scale) SPECIAL LATERAL 'V' DITCH D d 2:1FROM STA. 22+15 TO STA. 24+00 -L- RT FROM STA. 21+05 TO STA. 21+30 -L- RT FROM STA. 20+00 TO STA. 20+50 -L- RT DETAIL 5 Max. d= 1.5 Ft. Min. D= 1.5 Ft. Type of Liner= Class B Rip-Rap Slope Fill Flatter3:1 or Ground Natural Geotextile SEE DETAIL 1 TOE PROTECTION SEE DETAIL 2 LATERAL BASE DITCH 18" RCP-IV SEE DETAIL 3 EMBANKMENT RIP RAP AT 18" 18" 2GI 2GI W/ELBOWS 15" CSP 0401 0402 0403 0404 0405 0406 0407 0408 0409 0410 0411 0412 EST 14 SY GEOTEXTILE EST 5 TONS CLASS B RIP RAP REMOVE REMOVE REMOVE ( Not to Scale) RIP RAP AT EMBANKMENT FROM STA. 18+91 TO STA. 19+10 -L- LT FROM STA. 18+50 TO STA. 18+73 -L- LT DETAIL 3 Grade Ditch 2' GEOTEXTILE Geotextile= 48 sy Type of Liner= 38 TONS,Class II Rip-Rap 10'min. 1.0'min. 18" REMOVE REMOVE RETAIN SYSTEM 2:12:1 D ( Not to Scale) STANDARD 'V' DITCH FROM STA. 15+62 TO STA. 16+06 -L- RT Min. D= 1.0 FT DETAIL 6 Ground Natural Ground Natural SLOPE = 0.3% EST DDE = 9 CY SEE DETAIL 6 STANDARD V DITCH 24" SEE DETAIL 4 SPECIAL CUT BASE DITCH 24" 24" 2GI-D 2GI-D 15" EST 5 SY GEOTEXTILE EST 1 TONS CLASS B RIP RAP 0413 0414 0415ELBELB RCP-IV 15" RCP-IV 15" ( Not to Scale) TOE PROTECTION d FLATTER2:1 OR FROM STA 15+25 TO STA 16+05 L LT DETAIL 1 Geotextile = 60 SY Type of Liner= 42 TONS, Class I Rip-Rap d=1.5 Ft. GROUND NATURAL SLOPE FILL GEOTEXTILE ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. FROM STA 16+00 TO STA 18+50 L LT. DETAIL 2 b=5.0 Ft. B=3.0 Ft. Max. d=1.0 Ft. Min. D=1.5 Ft. *When B is < 6.0' Geotextile = 208 SY Type of Liner= 147 TONS, Class I Rip-Rap Ground Natural Slope Fill GEOTEXTILE Est DDE = 165 TONS d 2: 1 B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter2:1 or FROM STA. 19+10 TO STA. 24+00 -L- LT DETAIL 4 B= 2.0 Ft. Max. d= 1.5 Ft. Min. D= 1.5 Ft. Geotextile = 550 SY Type of Liner= 390 TONS, Class I Rip-Rap Ground Natural Ditch Slope Front Geotextile EST 45 SY GEOTEXTILE EST 20 TONS CLASS B RIP RAP SEE DETAIL 5 'V' DITCH SPECIAL LATERAL EST 22 SY GEOTEXTILE EST 10 TONS CLASS B RIP RAP SEE DETAIL 5 SPECIAL LATERAL 'V' DITCH EST 166 SY GEOTEXTILE EST 75 TONS CLASS B RIP RAP SEE DETAIL 5 SPECIAL LATERAL 'V' DITCH TB 2GI TYPE-III TYPE-III EST 14 SY GEOTEXTILE EST 5 TONS CLASS B RIP RAP CONCRETE PIERS DETAIL 7 (NOT TO SCALE) 1.5:11.5:11.0' CLASS B RIP RAP CLASS II RIP RAP TEMPORARY CAUSEWAY GEOTEXTILE SEE DETAIL 7 TEMPORARY CAUSEWAY MIN ELEV=605.0' STREAM STREAM F C F F F F F C C F CF F C C C F FF FF F F F F F F F C C FF F C C C C C F F F F F F C C F GRAPHIC SCALE 0'100'50' SITE 1 SITE 1 0'50'25' INSET GRAPHIC SCALE S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET 3 OF 5 PERMIT DRAWING A A SECTION A-A 600605605605605 605 6056106106106106106106156156156156156 1 5 6156156 1 5 6 2 0 620620620620 620 625 625625625625625625630630630630630 630 6 3 0 630630630635635635635635 6356 3 5 635635635 635 635 6406406406406 4 0 640640640640640640 645 645645645645645645645 645 645 650 6506506506506506506 5 0 650650650655655655655655655655 655655655655655 6606606606606606606606606606 6 0 660660 6656656656656656 6 5 665665670670 670670670 6 7 0 670 6756756756 7 5675675 675680680680680685685152025TYPE-III GRAU 350 TL-2 TYPE-III TYPE-III TYPE-III GRAU 350 TL-2 EXIST.000102020201000102EXIST.TL-2 GRAU 350 050403020100EXIST.03 EXIST. EXIST. TL-2 GRAU 350 030405060703DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4B-5369 8:17:42 AMR:\Hydraulics\PERMITS_Environmental\Drawings\B-5369_Hyd_prm_PSH04_con.dgnreidrobol8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Fax (919) 783-9266 KC I Engineers Planners Scientists Construction Managers 4601 Six Forks Road, Landmark Center II, Suite 220 Raleigh, NC 27609-5210 Phone (919) 783-9214http://www.kci.com RELATIONSHIP OF BRIDGE TO PROPOSED PAVEMENT (1" = 50') -L- STA. 19+76.00 -L- STA. 18+19.00 N AD 83/ N A 2011 (919) 557-0929 Cary, NC 27518 Suite 101 1151 SE Cary Parkway NC FIRM LICENSE No: F-1148 UNLESS OTHERWISE STATED. NOTE: ALL DRIVEWAY RADII ARE 10'FOR -L- PROFILE, SEE SHEET 5 FOR STRUCTURE PLANS, SEE SHEETS S-1 TO S-? FOR -DR2-, -DR3-, -DR4-, -DR5- PROFILE, SEE SHEET 6 END APPROACH SLAB BEGIN APPROACH SLAB -DR4-- D R5-EXIST.01 +50 02R=5' 5'036'04 R=12' 04 03 16'+32 02 12'+42 01 EXIST. 10'I N C. -DR4- & -DR5- DETAIL INSET (1" = 20') 10'I N C. 2 3 4 5 6 7 8 1 50'50'vv18" RCP 18" RCP 18" RCP 18" CMPRCP 24" PVC 24" RCP18" RCP 18" RCP 18" RCP 36" CMP 18" RCPINV=655.66' INV=658.00' INV=657.94' DI 15" RCP ABAND S S 2 S F D GR 2 S F D 1 S BK D GR GR 2 S F D 1 S F BUS 1 S F D POLE FLAG 3 9 10 11 13 14 15 16 17 19 21 22 24 25 26 2745 6 7 8 18 20 23 DISHSATELLITE POND CONCRETE PIERS WDBST C O NC BS TEXISTING R/W EXISTING R/W POND -EL- TOU ZER HANG XIA VANG HANG and husband DB 8657 PG 144 SANG PARK DB 6724 PG 168 PHYLLIS P. COLEMAN FELTON G. COLEMAN and wife DB 8316 PG 321 ROSALYN LANHAM WILL 03-E-430 DB 646 PG 212 DB 369 PG 145 EVELYN M. CAUBLE RUFUS M. CAUBLE and wife CHARLES WILLARD BOSTICK WILL 92-E-793 DB 443 PG 370 MELISSA BOST KEEVER DEAN ALFRED KEEVER and wife DB 605 PG 811 22.0' PAVED ROADWAY CENTERGROVE ROADSR 2114 CENTERGROVE ROAD SR 2114 22.0' PAVED ROADWAY 60'100'BAPTIST CHURCH CONCORD LAKE DB 293 PG 80 +35 -L- EXIST.0718" RCP 18" RCP GR 25WD C O NC6 35635 640640REMOVERETAIN( Not to Scale) SPECIAL LATERAL 'V' DITCH D d 2:1FROM STA. 22+15 TO STA. 24+00 -L- RT FROM STA. 21+05 TO STA. 21+30 -L- RT FROM STA. 20+00 TO STA. 20+50 -L- RT DETAIL 5 Max. d= 1.5 Ft. Min. D= 1.5 Ft. Type of Liner= Class B Rip-Rap Slope Fill Flatter3:1 or Ground Natural Geotextile SEE DETAIL 1 TOE PROTECTION SEE DETAIL 2 LATERAL BASE DITCH 18" RCP-IV SEE DETAIL 3 EMBANKMENT RIP RAP AT 18" 18" 2GI 2GI W/ELBOWS 15" CSP 0401 0402 0403 0404 0405 0406 0407 0408 0409 0410 0411 0412 EST 14 SY GEOTEXTILE EST 5 TONS CLASS B RIP RAP REMOVE REMOVE REMOVE ( Not to Scale) RIP RAP AT EMBANKMENT FROM STA. 18+91 TO STA. 19+10 -L- LT FROM STA. 18+50 TO STA. 18+73 -L- LT DETAIL 3 Grade Ditch 2' GEOTEXTILE Geotextile= 48 sy Type of Liner= 38 TONS,Class II Rip-Rap 10'min. 1.0'min. 18" REMOVE REMOVE RETAIN SYSTEM 2:12:1 D ( Not to Scale) STANDARD 'V' DITCH FROM STA. 15+62 TO STA. 16+06 -L- RT Min. D= 1.0 FT DETAIL 6 Ground Natural Ground Natural SLOPE = 0.3% EST DDE = 9 CY SEE DETAIL 6 STANDARD V DITCH 24" SEE DETAIL 4 SPECIAL CUT BASE DITCH 24" 24" 2GI-D 2GI-D 15" EST 5 SY GEOTEXTILE EST 1 TONS CLASS B RIP RAP 0413 0414 0415ELBELB RCP-IV 15" RCP-IV 15" ( Not to Scale) TOE PROTECTION d FLATTER2:1 OR FROM STA 15+25 TO STA 16+05 L LT DETAIL 1 Geotextile = 60 SY Type of Liner= 42 TONS, Class I Rip-Rap d=1.5 Ft. GROUND NATURAL SLOPE FILL GEOTEXTILE ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. FROM STA 16+00 TO STA 18+50 L LT. DETAIL 2 b=5.0 Ft. B=3.0 Ft. Max. d=1.0 Ft. Min. D=1.5 Ft. *When B is < 6.0' Geotextile = 208 SY Type of Liner= 147 TONS, Class I Rip-Rap Ground Natural Slope Fill GEOTEXTILE Est DDE = 165 TONS d 2: 1 B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter2:1 or FROM STA. 19+10 TO STA. 24+00 -L- LT DETAIL 4 B= 2.0 Ft. Max. d= 1.5 Ft. Min. D= 1.5 Ft. Geotextile = 550 SY Type of Liner= 390 TONS, Class I Rip-Rap Ground Natural Ditch Slope Front Geotextile EST 45 SY GEOTEXTILE EST 20 TONS CLASS B RIP RAP SEE DETAIL 5 'V' DITCH SPECIAL LATERAL EST 22 SY GEOTEXTILE EST 10 TONS CLASS B RIP RAP SEE DETAIL 5 SPECIAL LATERAL 'V' DITCH EST 166 SY GEOTEXTILE EST 75 TONS CLASS B RIP RAP SEE DETAIL 5 SPECIAL LATERAL 'V' DITCH TB 2GI TYPE-III TYPE-III EST 14 SY GEOTEXTILE EST 5 TONS CLASS B RIP RAP CONCRETE PIERS 610615DETAIL 7 (NOT TO SCALE) 1.5:11.5:11.0' CLASS B RIP RAP CLASS II RIP RAP TEMPORARY CAUSEWAY GEOTEXTILE SEE DETAIL 7 TEMPORARY CAUSEWAY MIN ELEV=605.0' STREAM STREAM F C F F F F F C C F CF F C C C F FF FF F F F F F F F C C FF F C C C C C F F F F F F C C F 550 560 570 580 590 600 610 620 630 640 650 660 670 680 690 700 550 560 570 580 590 600 610 620 630 640 650 660 670 680 690 700 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 5 B-5369 4:52:27 PMR:\Hydraulics\PERMITS_Environmental\Drawings\B5369_Hyd_pfl_5_Permit.dgnericbergerDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 -L- FOR -L- ALIGNMENT, SEE SHEET 4 FOR STRUCTURE PLANS, SEE SHEETS S-1 TO S-? Fax (919) 783-9266 KC I Engineers Planners Scientists Construction Managers 4601 Six Forks Road, Landmark Center II, Suite 220 Raleigh, NC 27609-5210 Phone (919) 783-9214http://www.kci.com -L- STA. 17+65.75, 25.85' RT EL = 618.97' (919) 557-0929 Cary, NC 27518 Suite 101 1151 SE Cary Parkway NC FIRM LICENSE No: F-1148 BM #2 - PP SPIKE SET IN BASE OF POWER POLE CAUSEWAY TEMPORARY SHEET 4 OF 5 PERMIT DRAWING AT ELEV=605.0' FROM EXISTING BENT EXTEND CAUSEWAY 5.0' PI = 17+30.00 EL = 618.08' (- )7.8098% (+)4.6339% VC = 605' K = 49 PI = 22+00.00 EL = 639.86' (+)4.6339% (+)9.8297% VC = 335' K = 65 BEGIN GRADE -L- STA 14+25.00DS = 35mph DS = 40mph ELEV. 641.90'ELEV. 656.57'END GRADE -L- STA 23+70.00BEGIN BRIDGE -L- STA 18+30.00END BRIDGE -L- STA 19+65.00LOW POINT -L- STA 18+07.20(TIES TO I-3802A GRADE)1.5:11.5:1PI = 18+00.00ELEV. = 621.80STA 16+00.00 BEGIN DITCH LTPI =16+50.00ELEV = 610.50ELEV = 618.00ELEV = 604.90STA 18+50.00END DITCH LT(-) 1 1.2 0 %(-) 5 . 0 0% (- ) 7.60%ELEV = 607.90STA 19+10.00BEGIN DITCH LTELEV = 615.40ELEV = 622.50ELEV = 645.00ELEV = 648.00ELEV = 655.50PI = 19+50.00PI = 20+00.00PI = 22+50.00PI = 23+00.00PI = 23+70.00(+) 14.20%(+) 18.75% (+) 4.00%ELEV = 622.80STA 20+00.00BEGIN DITCH RTELEV = 624.80STA 20+50.00 END DITCH RT(+) 10.40%ELEV = 629.40STA 21+05.00BEGIN DITCH RTELEV = 632.00STA 21+30.00END DITCH RTELEV = 642.40STA 22+15.00BEGIN DITCH RTELEV = 656.35STA 24+00.00END DITCH RT(+) 7.43%(+) 6.00% (+) 10.71%(+) 2.83% DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YR YR BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YR FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 2800 = 25 = 611.9 = 5400 = 100 = 615.17 = 19450 = 500+ = 627.3 = 1/12/2016 = 602.6 PI =20+50.000PI =21+00.000PI =22+00.000(+) 10.40% (+) 7.00% (+) 4.50%(+) 7.50%ELEV = 626.25ELEV = 628.50ELEV = 635.5018" RCP-IV PI=23+50.000El.=649.55PI=23+70.000El.=651.25(+)8.85% (+)8.50%(+)4.95%ELEV = 652.74STA 24+00.00END DITCH LTELEV = 640.70STA 22+50.00 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 18+61/18+96 -L- LT BANK STABILIZATION < 0.01 30 1 18+80/19+05 -L- TEMPORARY CAUSEWAY 0.02 52 TOTALS*: < 0.01 0.02 30 52 0*Rounded totals are sum of actual impactsNOTES:Revised 2016 09 09SHEET 5OF 5 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSCabarrus CountyB-536946084.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS08/07/2017