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Home My WebLink About20180335 Ver 1_401 Application_20180308(Version 2.05; Released April 2016)SF-770432TIP No.:17BP.6.R.77County(ies):Robeson Page 1 of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year:2025Existing: Year:Aquatic T&E Species?NoComments:Yes N/ANobbarham@ecologicaleng.com919-557-0929Rural area with forest and agricultural land usesWetlands within Project Limits?N/ABuffer Rules in Effect:Back Swamp CanalSwamp Waters (Sw) Supplemental Classification: Back Swamp Canal14-8-(2.5)0.20.076 MilesProject DescriptionProposed ProjectLumber2@10.0 ft lanes with 1.0' shouldersRiver Basin(s): Waterbody InformationNCDWR Stream Index No.:Project Length (lin. miles or feet): City/Town:0.3Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)No6202@10'-0" lanes with 5'-5" shoulders and 1-1" guardrail2004gcail@ncdot.govAddress:11/22/2017RobesonRowlandGalen CailRaleigh, NC 27610WBS Element:Bridge ReplacementWBS Element:Brandon T. Barham, PE - Ecological EngineeringNCDOT Contact:919-707-6711Contractor / Designer:1151 SE Cary ParkwaySuite 101Cary, NC 27518North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1000 Birch Ridge DriveAddress:General Project Information17BP.6.R.77SF-770432Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)State project SF-770432 involves the replacement of the existing NCDOT Bridge #770432 on SR 1157 over Back Swamp Canal. Bridge #770432 consists of 1@18.3', 2@16.7', 1@17.5' RC Deck on timber joists with timber caps and piles. The proposed bridge at #770432 will be 1@55', 1@30' Cored Slab W/ 4'-0" caps. The proposed bridge is located in Zone AE of FIRM Map number 3710933100J and was studied by "Redelineated" methods. No deck drains are proposed. A modified concrete flume is proposed because there was not enough space or slope to put in a pipe. One stormwater outfall is proposed which includes a Rip Rap pad to dissipate the energy. ac.NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing Siteac.Surface Water Body (1): Water Supply IV (WS-IV)NCDWR Surface Water Classification for Water Body1240Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck 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 3 PERMIT DRAWING 4 T V = = =MPH ADT % * FUNC CLASS = 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. 2012 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 11:31:59 AMR:\Hydraulics\PERMITS_Environmental\Drawings\770432_Hyd_prm_TSH.dgnbrandonbarhamCONTRACT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NAFIRM NO. P-0339 Prepared in the Office of: VICINITY MAP www.summitde.net Fax: (919) 732-6776 Voice: (919) 732-3883 Hillsborough, NC 27278-8551 504 Meadowland Drive DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DETOUR ROUTE -L- 2016 PE R/W CONST NA NA NA NCDOT CONTACT: See Sheet 1B For Conventional Symbols See Sheet 1A For Index of Sheets TRACY N. PARROTT, PE BRANDON W. JOHNSON, PE MANAGER, PRIORITY PROJECTS UNIT VIRGINIA MABRY BEGIN BRIDGE END BRIDGE17BP.6.R.7755 6 * TTST =3%DUAL 3% SUB-REGIONAL TIER 25% PLANS 25% PLANS C203950GRADING, DRAINAGE, PAVING, AND STRUCTURE PROJECT:See Sheet 1C-1 For Survey Control Sheet Office of: Prepared in the Structures Plans THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. SITE PROJECT ROBESON COUNTY (DEW RD.) TO SR 1155 SR 1157 HENRY BERRY RD -L- STA. 11+50.00 -L- STA. 13+10.80 -L- STA. 15+50.00 -L- STA. 13+98.20 500 LOCAL RURAL TOTAL LENGTH PROJECT = 0.076 MILES LENGTH STRUCTURES PROJECT = 0.017 MILES LENGTH ROADWAY PROJECT = 0.059 MILES 17BP.6.R.77 17BP.6.R.77 17BP.6.R.77 17BP.6.R.77 74 74 BUS Lockwood DrCan a l R d 1158 Canal Rd Va n g o g h Dr Tiny Rd Tiny Rd Taffy Dr Marlb oro Dr 1157 Addiey DrHenry Berry Rd.Farrell Rd Velma Dr 1222 B ernes Dial R d U nion School Rd. Union School Rd. Dew Rd. Dew Rd. Hartford Dr 1155 1003 N Chicken Rd N Chic k e n RdPills DrN Chi cken Rd1003 1160 Addison Tram Rd. 1223 1003 Waterfall Ln 1159 1160 1676 1339 1682 1676 Comtech Drive Deep Branch RdChicken Rd.1003Deep Branch Rd 1339 Arnold AveChattanogga Dr Free will Ln Jennifer Strip 1150 Bri dgers Rd.Examo DrBiggs Rd 74 BUS 74 Rosa Dr N Chicken Rd.N Chicken Rd.Bert ha J one s RdBEGIN PROJECT END PROJECT CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED. 20 401020 20 401020 4 824 NC FIRM LICENSE No: F-1148 (919) 557-0929 Cary, NC 27518 Suite 101 1151 SE Cary ParkwayOffice of: Prepared in the OVER BACK SWAMP CANAL BRIDGE NO. 770432 ON SR 1157 (HENRY BERRY RD.) NOVEMBER 29, 2016 NOVEMBER 29, 2016 SUBMITTAL 432 S-002 RESPONSE 432 S-002 TO US 74 ALT 3/17/17 4/06/17 02/22/18ROW PLANS ROW PLANS BEGIN CONSTRUCTION -DR2- STA. 10+10.00 -DR2- STA. 11+34.50 END CONSTRUCTION BEGIN CONSTRUCTION -DR1- STA. 10+10.03 -DR1- STA. 11+22.38 END CONSTRUCTION SUBMITTAL 432 S-011R1 RESPONSE 432 S-011R1 03/06/18 74 1 7 1 4 3 4 3 2 1 8 0 4 3 4 202 1154 1155 1003 1003 1197 1199 1160 1157 1158 1003 1339 1160 1202 1632 1339 1003 1150 1676 1682 1223 1223 1222 Hid d e n Valle y L n Jennifer Strip Arnold AveLockwood DrTimber Oak Dr Vang ogh Dr Vango gh Dr Jennifer StripPotomic Dr Donald Terry Rd Chattanogga Dr Tiny Rd Addiey DrPatience DrMarlboro DrTaffy Dr Farr ell RdTiny Rd Freewill LnAddiey DrMarlboro Dr Farrell RdAnimal RdAnimal Rd Muffin Rd Waterfall Ln Jeff Rd Sylvia Ln Examo DrVelma Dr Vel ma Dr B ernes Dial R d Quest DrB ernes Dial Dr 11 59 B igg s R d Biggs Rd Pills Dr Dew Rd Scott DrHartford DrBridgers Rd. Union School Rd. Union School Rd. Dew Rd. Dew Rd. Biggs RdMillard Rd.Bi ggs Rd. Ext.Chi cken Rd.Chicken Rd.Chicken Rd.Chicken Rd.Henry Berry Rd.Addison Tram Rd. Cummings Rd. Deep Branch RdCypress Lake RdHazel Rd Canal Rd Canal Rd N Chicken RdDeep Branch Rd Deep Branch Rd N Chi cken RdN Chicken Rd Dew Rd N Chic ke n Rd Comtech Drive Three Hunts Road LUMBER1003 1676 1.0 0 .9 .12.5.9.4 1.0.80 .47 .16 .23 1.42.021.93 .74 .84.22 1.30 1 .81 .80.751.04 .21 .24.32 . 8 8 1.85 .35 2.8 9 4.05 74 BUS 74 EX R/W 39.00 RT -L- +50.00 EX R/W -L- +27.00 TO SR 1155 (DEW RD.) SR 1157 (HENRY BERRY RD.) 20' BST BACK SWAMP CANALBACK SWAMP CANALTO US 74 ALT NAD 83 10'10'20'20'10'10'04300204010203040506063038+92.50TYP.INC.25'+95.00TYP. INC. 25' 8 :1 8:1 8:1 8:1 16'03503503503540 '5' 5 .7' R=20'8'8'8'BRIDGE NO. 770432 SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIPO-O30'-10"F-F33'8:1 (919) 732-6676 (FAX) (919) 732-3883 Hillsborough, NC 27278 504 Meadowlands Drive NC FIRM LICENSE No: P-0339 Office of: Prepared in the 11 12 13 14 15 16REVISIONS SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 417.BP.6.R.77 R/W SHEET NO.8/17/9911:32:05 AMR:\Hydraulics\PERMITS_Environmental\Drawings\770432_Hyd_prm_PSH04.dgnbrandonbarham20'10'10'-L- SR 1157 (HENRY BERRY RD) 124 128 132 136 140 144 148 152 156 160 124 128 132 136 140 144 148 152 156 160 NC FIRM LICENSE No: F-1148 (919) 557-0929 Cary, NC 27518 Suite 101 1151 SE Cary ParkwayOffice of: Prepared in the R=20'03503510'10'15'-5"15'-5"-L- STA. 13+10.80 BEGIN BRIDGE -L- STA. 12+99.94 BEGIN APP. SLAB -L- STA. 14+09.06 END APP. SLAB -L- STA. 13+98.20 END BRIDGE 87'-4•" MIN. 1.08' MIN. 1.08' EL 148.50' -L- STA 15+63.75, 34.84' LT -BL- STA 16+36.00, 32.00' LT BM #1: FOR STRUCTURE PLANS SEE SHEETS S-1 THRU S-19 F F F C F F F F F FF C C F F C C F F F F F C F F C F C N C G RI D N A D 83 N A 2011 BL-2TO SR 1155 (DEW RD.) WOODS WOOD & CONCRETE WITH CONCRETE DECKBRIDGE NO. 432 SR 1157 (HENRY BERRY RD.) 20' BST 15 " CMP 15" CMPSOILSOIL SOILSOILWOODS GUY 15" CMP 15" CMP 15" RCP CALVIN C. & ELIZABETH LOWRY THE LOWRY FAMILY TRUST DB 1851 PG 655 CALVIN C. & ELIZABETH LOWRY THE LOWRY FAMILY TRUST DB 1851 PG 655 DB 849 PG 220 TRULA LOWRY WILSON DB 1631 PG 829 SATURNINO ANDRACA ALVA SALAZAR MB 23 PG 5 DB 674 PG 941 JACKIE DEESE JACOBS EXISTING R/W EXISTING R/W C CALVIN C. & ELIZABETH LOWRY DB 592 PG 2560.00'60.00'BACK SWAMP CANALBACK SWAMP CANALTO US 74 ALT (-)0.1019% EXISTING GRADE EL = 146.38 -L- STA 11+50.00 BEGIN GRADE EL = 146.90 -L- STA 13+10.80 BEGIN BRIDGE EL = 147.15 -L- STA 13+98.20 END BRIDGE (+)0.2500% EXISTING GRADE EL = 147.23 -L- STA 15+50.00 END GRADE DS = >75MPH DS = 60MPH PI = 12+15.00 EL = 146.63' (+)0.3846% (+)0.2815% VC = 50' K = 485 PI = 14+85.00 EL = 147.39' (-)0.2462% VC = 80' K = 152 1.5:11.5:13/9/2017 DATE OF SURVEY WS EL = 138.5' LEFT DITCH RIGHT DITCH TYPE-III TYPE-III TYPE-III GREU TL-3 GREU TL-3 GREU TL-3 TYPE-III AT-1 TYPE-III TYPE-III TYPE-III GREU TL-3 GREU TL-3 GREU TL-3 TYPE-III AT-1 10' GRAPHIC SCALE 0'20' SHEET 2 OF 3 PERMIT DRAWING MCF RETAIN RETA IN RETAIN RETAIN RETAIN CLASS II RIP RAP (TYP)SEE DETAIL 1 SPECIAL CUT DITCH SEE DETAIL 1 SPECIAL CUT DITCH SEE DETAIL 1 SPECIAL CUT DITCH +86 LT BEG SBG ELEV=141.0' EXCAVATE TO 15 " GEOTEXTILE EST 7 SY EST 2 TONS CLASS B RIP RAP 0401 0402 Flatter3:1 or D3: 1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 14+50 TO STA. 15+25 -L- LT FROM STA. 14+50 TO STA. 15+25 -L- RT FROM STA. 12+50 TO STA. 12+92 -L- RT DETAIL 1 Min. D=1.0 Ft. Ground Natural Slope Ditch Front GTD (-) 1.4286%EL=143.8'STA=12+50BEGIN DITCH GRADE RTEL=143.2'STA=12+92END DITCH GRADE RT(+) 0.8000% (+) 1.2000%(+) 0.8000%EL=143.6'STA=14+50BEGIN DITCH GRADE RTEL=144.2'STA=15+25END DITCH GRADE RTPI =14+75.000El = 142.800EL=143.2'STA=15+25END DITCH GRADE LTEL=142.5'STA=14+50BEGIN DITCH GRADE LT 136136136 136 138138138138138138140140140140142142142142144144144144144144 144144 144144144144144144144146146146146146 146 146146146146146146146 146 146146146146146146 146 146 1 4 6 148148148148148148148 10'10'20'20'10'10'04300204010203040506063038+92.50TYP.INC.25'+95.00TYP. INC. 25' 8 :1 8:1 8:1 8:1 16'03503503503540 '5' 5 .7' R=20'8'8'8'BRIDGE NO. 770432 SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIPO-O30'-10"F-F33'8:1 (919) 732-6676 (FAX) (919) 732-3883 Hillsborough, NC 27278 504 Meadowlands Drive NC FIRM LICENSE No: P-0339 Office of: Prepared in the 11 12 13 14 15 16REVISIONS SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 417.BP.6.R.77 R/W SHEET NO.8/17/9911:32:10 AMR:\Hydraulics\PERMITS_Environmental\Drawings\770432_Hyd_prm_PSH04_con.dgnbrandonbarham20'10'10'-L- SR 1157 (HENRY BERRY RD) 124 128 132 136 140 144 148 152 156 160 124 128 132 136 140 144 148 152 156 160 NC FIRM LICENSE No: F-1148 (919) 557-0929 Cary, NC 27518 Suite 101 1151 SE Cary ParkwayOffice of: Prepared in the R=20'03503510'10'15'-5"15'-5"-L- STA. 13+10.80 BEGIN BRIDGE -L- STA. 12+99.94 BEGIN APP. SLAB -L- STA. 14+09.06 END APP. SLAB -L- STA. 13+98.20 END BRIDGE 87'-4•" MIN. 1.08' MIN. 1.08' EL 148.50' -L- STA 15+63.75, 34.84' LT -BL- STA 16+36.00, 32.00' LT BM #1: FOR STRUCTURE PLANS SEE SHEETS S-1 THRU S-19 F F F C F F F F F FF C C F F C C F F F F F C F F C F C N C G RI D N A D 83 N A 2011 BL-2TO SR 1155 (DEW RD.) WOODS WOOD & CONCRETE WITH CONCRETE DECKBRIDGE NO. 432 SR 1157 (HENRY BERRY RD.) 20' BST 15 " CMP 15" CMPSOILSOIL SOILSOILWOODS GUY 15" CMP 15" CMP 15" RCP CALVIN C. & ELIZABETH LOWRY THE LOWRY FAMILY TRUST DB 1851 PG 655 CALVIN C. & ELIZABETH LOWRY THE LOWRY FAMILY TRUST DB 1851 PG 655 DB 849 PG 220 TRULA LOWRY WILSON DB 1631 PG 829 SATURNINO ANDRACA ALVA SALAZAR MB 23 PG 5 DB 674 PG 941 JACKIE DEESE JACOBS EXISTING R/W EXISTING R/W C CALVIN C. & ELIZABETH LOWRY DB 592 PG 2560.00'60.00'BACK SWAMP CANALBACK SWAMP CANALTO US 74 ALT (-)0.1019% EXISTING GRADE EL = 146.38 -L- STA 11+50.00 BEGIN GRADE EL = 146.90 -L- STA 13+10.80 BEGIN BRIDGE EL = 147.15 -L- STA 13+98.20 END BRIDGE (+)0.2500% EXISTING GRADE EL = 147.23 -L- STA 15+50.00 END GRADE DS = >75MPH DS = 60MPH PI = 12+15.00 EL = 146.63' (+)0.3846% (+)0.2815% VC = 50' K = 485 PI = 14+85.00 EL = 147.39' (-)0.2462% VC = 80' K = 152 1.5:11.5:13/9/2017 DATE OF SURVEY WS EL = 138.5' LEFT DITCH RIGHT DITCH TYPE-III TYPE-III TYPE-III GREU TL-3 GREU TL-3 GREU TL-3 TYPE-III AT-1 TYPE-III TYPE-III TYPE-III GREU TL-3 GREU TL-3 GREU TL-3 TYPE-III AT-1 10' GRAPHIC SCALE 0'20' SHEET 3 OF 3 PERMIT DRAWING MCF RETAIN RETA IN RETAIN RETAIN RETAIN CLASS II RIP RAP (TYP)SEE DETAIL 1 SPECIAL CUT DITCH SEE DETAIL 1 SPECIAL CUT DITCH SEE DETAIL 1 SPECIAL CUT DITCH +86 LT BEG SBG ELEV=141.0' EXCAVATE TO 15 " GEOTEXTILE EST 7 SY EST 2 TONS CLASS B RIP RAP 0401 0402 Flatter3:1 or D3: 1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 14+50 TO STA. 15+25 -L- LT FROM STA. 14+50 TO STA. 15+25 -L- RT FROM STA. 12+50 TO STA. 12+92 -L- RT DETAIL 1 Min. D=1.0 Ft. Ground Natural Slope Ditch Front GTD (-) 1.4286%EL=143.8'STA=12+50BEGIN DITCH GRADE RTEL=143.2'STA=12+92END DITCH GRADE RT(+) 0.8000% (+) 1.2000%(+) 0.8000%EL=143.6'STA=14+50BEGIN DITCH GRADE RTEL=144.2'STA=15+25END DITCH GRADE RTPI =14+75.000El = 142.800EL=143.2'STA=15+25END DITCH GRADE LTEL=142.5'STA=14+50BEGIN DITCH GRADE LT