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Home My WebLink About20170185 Ver 2_Impact Information_20171213(Version 2.06; Released June 2016)17BP.7.R.104TIP No.:SF-780283County(ies):Rockingham Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year:2025Existing: Year:Aquatic T&E Species?NoComments:No N/AN/A(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)david.fuh@hdrinc.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NRTR Stream ID:NoDeck Drains Discharge Over Water Body?Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply V (WS-V) NCDWR Surface Water Classification for Water BodyJordan LakeICA Engineering, Inc.Buffer Rules in Effect:None3000Waterbody Information2013NCDWR Stream Index No.:NoneImpairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)ac.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOT Hydraulics UnitAddress:General Project InformationSF-780283WBS Element:Bridge ReplacementWBS Element:David Fuh, PENCDOT Contact:(919) 707-67035121 Kingdom Way, Suite 100Raleigh, NC 27607Contractor / Designer:(919) 900-161217BP.7.R.104mslauffer@ncdot.govRaleigh, NC 27560Address:11/28/2016RockinghamReidsvilleMatthew Lauffer, PE1590 Mail Services UnitRiver Basin(s): City/Town:0.1Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)No16-17-(1)0.1150 feet (0.028 miles)Project DescriptionProposed ProjectCape Fear6000Richardson Drive (SR 2686): open shoulder section, 2 paved lane (total 24' wide);ResidentialLittle Troublesome CreekRichardson Drive (SR 2686): 2 paved lanes (total 24' wide), 6' paved shoulder with guardrail on each sideThe North Carolina Department of Transportation (NCDOT) has proposed to replace Rockingham County Bridge #780283 on Richardson Drive (SR 2686) over Little Troublesome Creek. The existing structure is a two-span bridge (1@17’7”, 1@23’11”) and is a reinforced concrete deck on I-beams supported by mass concrete abutments and interior bent that is mass concrete widened with reinforced concrete caps and timber piles. The proposed structure is a 2@12'x7' Reinforced Concrete Box Culvert (RCBC). This structure has been designed to have as little environmental and surface water impacts as possible. Channel improvements were made for the proposed RCBC design. Excavation was kept to a minimum to produce as little impact as possible. Where excavation is necessary, geo-textile and rip-rap were utilized for bank stabilization in an attempt to reduce stream bank erosion. Floodplain benches with coir fiber matting will be installed at upstream and downstream of the culvert. A low flow barrel on the east side of the culvert was designed to match the stream width to maintain the normal flow width, depth and velocity of the stream. This will maintain sediment transport to provide a stable stream during bankfull discharge. The barrel invert will be a minimum of 1’ below the stream bed to consider fish passage. 1' high sills will be installed at upstream and downstream face of the low flow barrel. A high flow barrel on the west side of the culvert will provide flood conveyance during high flow storm events. This will reduce shear stress on the stream bottom. 2' high sills will be installed at upstream and downstream face of the high flow barrel. The NE quadrant has an existing roadside ditch lined with rip rap that outlets to the stream. This ditch will be replaced with a special cut 'V' ditch lined with class B rip rap. The new ditch has outlet to bank stabilization with class II rip rap to dissipate energy to provide a non-erosive outlet velocity to the stream. The SW quadrant has an existing roadside ditch that has outlet to rip rap embankment to dissipate energy to provide a non-erosive outlet velocity to the stream. This ditch will be retained. At NW and SE quadrant, the roadway is fill section. This will promote sheet flow of pavement runoff through grassed fill slope to remove pollutants via infiltration and settling. The existing road has two paved lanes (total 24’ wide). The proposed road has two paved lanes (total 24’ wide) with 6' paved shoulder on each side. The total project length is only 150 feet. The increases in impervious areas and stormwater discharges (post vs pre condition) are insignificant and the existing ditches do not need to be modified. Therefore, additional stormwater measures are not required.Nutrient Sensitive Waters (NSW)Supplemental Classification: NoneWetlands within Project Limits? STATE STATE PROJECT REFERENCE NO. F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA DESIGN DATA PROJECT LENGTH LETTING DATE: STATE PROJECT NO. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 2012 STANDARD SPECIFICATIONS 1 VICINITY MAP (NOT TO SCALE) NCDOT CONTACT: DIVISION 7 OFF-SITE DETOUR DEPART ME NT OF TRANSPORTATIONSTATE OF NORT H CAR O L I NA SIGNATURE: P.E. SIGNATURE: P.E.CONTRACT: TIM JORDAN, PE PROJECT ENGINEER HYDRAULICS ENGINEER PROGRAM MANAGER DIVISION BRIDGE TIM POWERS, PE HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEERPrepared in the Office of Hatch Mott MacDonald for PLANS PREPARED BY: TOTAL LENGTH TIP PROJECT = 0.028 MILES LENGTH STRUCTURE TIP PROJECT = 0.005 MILES LENGTH ROADWAY TIP PROJECT = 0.023 MILES 65% PLANS TIP PROJECT: 17BP.7.R.10417BP.7.R.104 DAVID FUH, PE ROCKINGHAM COUNTY MINOR ARTERIAL SUB REGIONAL TIER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED V = 35 MPH ADT 2025 = 6000 ADT 2013 = 3000 TYPE OF WORK: GRADING, PAVING, DRAINAGE AND CULVERT LOCATION: BRIDGE NO.283 OVER LITTLE TROUBLESOME CREEK ON SR 2686 (RICHARDSON DRIVE) LICENSE NO. F-0669 PO Box 700 Fuquay-Varina, NC 27526 (919) 552-2253 (919) 552-2254 (Fax) www.mottmac.com 2686 2516 2670 2535 2638 26862536 2538 2537 2539 2817 2817 2453 24142907 2417 2413 2053 2041 2711 2003 2670 2670 2545 2544 2687 2525 2687 2003 2065 2065 2539 Wolf SFreeway S REIDSVILLE dR 29 BUS% 158% 158% (87 29 BUS% (87 SOUTHERNRAI L WAY(87 65 2525 15+00LIMITS PROJECT 17BP.7.R.104 NAD 83/ NA 2011-L- SR 2686 -L- POC Sta. 12+50.00 BEGIN PROJECT 17BP.7.R.104 -L- POT Sta. 14+00.00 END PROJECT 17BP.7.R.104 -L- Sta. 13+05.23 BEGIN CULVERT -L- Sta. 13+29.77 END CULVERT C R E E KLI T T L E T R OUB L E S OME ENGLISHSHEET 1 OF 7 PERMIT DRAWING NC License No: F-0258 Engineering R:\Hydraulics\PERMITS_Environmental\Drawings\780283_hyd_prm_wet_tsh.dgnICA ENGINEERING, INC.1/23/2017WETLAND AND SURFACE WATER IMPACTS PERMIT WA SA SB WE WB WCWD 24" TCP 15" RCP WOODS 1SBKD BUS ISBK 36" CABLE 10’ B S T 12’ BST18’ BST19’ BSTS 60.00’EXI STI NG R/WEXI STI NG R/WEXISTING R/W EXISTING R/W TO CRESCENT DR TO SHERWOOD DR MH 7 MH13 A B COACH RD 52’ BSTFAIRWAY DR 25’ BSTTO BELMONT DRTO GREEN STE XIS TI NG S E WE R E AS E ME NT EIP PK 0.86’R/W TO EIP24" CURB 60" PRIVACY WOODS NO DOC UME NT F OUNDS E WE R E AS E ME NT E XIS TI NG S E WE R E AS E ME NT NO D OCU MENT FO U N D SE WER EASE MENT 54.00’HEDGES 40. 00’ 3 6 " 3 S B WR/W TO PK 0.90’EXISTING R/W EXISTING R/W 60.00’ 2"STL 2"STL 2"STL2"STL 12"DI 12"DI 12"DI CONC CONC O/H WL CONC CURBCONC CURBCONC CURBCONC CURB2"STL EIP WOODS S PK STUMP S WOODS MH 2 MH 8 EIP W/LT 24" RCP WOODS ABANDONED ABANDONED GAYLE G. FERGUSON DR. JOHN V. FERGUSON BOBBIE K. KING REID P. KING LANDSCAPING WOODS AND MH 12 2.97’ R/W-EIP 2"STLCRESENZO NEVA JACKSON CRESENZO RICHARD A. MB 75 PG 8 EASEMENT MAINTENANCE LAWN NEVA J. CRESENZO RICHARD A. CRESENZOEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W ??" DI24’ BST SR 2686 RICHARDSON DR MARY ANN UPCHURCH G. R. UPCHURCHCREEKTROUBLESOMELITTLE MH 1 0.16’ TO R/W EIP 24" RCP 36" WD RAIL GATE MH 6 PK GRASS GRASS MH 16 VIOLET, LLC. LOON LAKE MH 15 EIP MARY ELLEN SETTLE MH 14 0.15’ TO R/W EIP FLUME 34’ BST SR 2686 RICHARDSON DR??? DI3.46’ TO EIP R/W 24" RCP 8" HDPE PARKING BST MH 3 LUTHERAN CHURCH HOLY TRINITY EVANGELICAL THOMAS S. HOLDERBY GAYLE G. FERGUSON JOHN V. FERGUSON MH 11 DB 851 PG 2093 DB 678 PG 324 DB 600 PG 280 CITY OF REIDSVILLE MH 4 MH 5 RIP RAP MH 10 5. 7 1 ’EI PR/W TO SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$USERNAME$$$$PROJECT REFERENCE65% PLANS17BP.7.R.104 - ROCKINGHAM 283 Office of: Prepared in the 0 10’025’25’50’5’5’ VERTICAL SCALE HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 15+00-L- PC Sta. 10+00.00 -L- PT Sta. 12+95.00 -L- PC Sta. 14+54.06 -L- PT Sta. 16+40.00 -L- -L- POC Sta. 12+50.00 BEGIN PROJECT 17BP.7.R.104 -L- POT Sta. 14+00.00 END PROJECT 17BP.7.R.104 3 4 1 2 -L- BRIDGE EXISTING REMOVE 10 11 12 13 14 15 16 710 720 730 740 750 PI = 13+40.00 EL = 740.16’ (-)1.0556%(+)1.2500% VC = 120’ K = 52 710 720 730 740 750 EL = 741.11’ STA. 12+50.00 BEGIN GRADE BEGIN PROJECT EL = 740.91’ STA. 14+00.00 END GRADE END PROJECT 2 @ 12’ x 7’ RCBC UPSTREAM FACE OF DATE:4-4-2016 ELEV.=732.3 NORMAL WS 2’ SILL 1’ SILL 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 CULVERT HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 10 = 980 = 739.7 = 1890 = 100 = 741.75 = 1200 = 25- = 740.5 = 732.3 = 4-4-2016 ELEV. = 734.00-L- STA. 13+30BEGIN SP DITCH LTELEV. = 736.91-L- STA. 13+50END SP DITCH LT(+)14.55% RETAIN RETAINRETAINRETAINRETAIN REMOVE 2:1 SLOPE (TYP.) BENCH BORDER W/ GEOTEXTILE ON FLOOD CLASS II RIP RAP W/ WITH NATIVE MATERIAL PER SPEC. BACKFILLCULVERT BURIED 1’ 2: 1 D Flatter2:1 or d ( Not to Scale) SPECIAL CUT DITCH -L- STA. 13+30 TO 13+50 LT Slope Ditch Front DETAIL A Max. d= 1 Ft. Min. D= 1 Ft. Type of Liner= CL B Rip-Rap Ground Natural Geotextile EST. 10 SY GEOTEXTILE EST. 10 TONS RIP RAP FLOOD BENCH BORDER CLASS II RIP RAP ON EST. 50 SY GEOTEXTILE EST. 50 TONS CASS II RIP RAP CHANNEL IMPROVEMENT 30 LF OF OUTLET EST. 60 SY GEOTEXTILE EST. 60 TONS CL II RIP RAP CHANNEL IMPROVEMENT 30 LF OF INLET EST. 10 SY GEOTEXTILE EST. 10 TONS RIP RAP FLOOD BENCH BORDER CLASS II RIP RAP ON EST. 15 SY GEOTEXTILE EST. 10 TONS RIP RAP SEE DETAIL A SPECIAL CUT DITCH (LOOKING DOWNSTREAM) OUTLET CHANNEL THE INLET AND OUTLET ONLY SILLS TO BE LOCATED AT NOTE: 4 R:\Hydraulics\PERMITS_Environmental\Drawings\780283_hyd_prm_wet_psh04.dgnICA ENGINEERING, INC.1/23/20170 10050 100 SCALE: 1"= 100’ HORIZ.SITE 1 PLAN VIEW LEGEND TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S IMPACTS IN SURFACE WATER DENOTES PERMANENT NEXT SHEET AREA ON SEE ENLARGED WETLAND AND SURFACE WATER IMPACTS PERMIT ENGLISH NC License No: F-0258 Engineering SHEET 2 OF 7 PERMIT DRAWINGNAD 83/ NSRS 2011(LOOKING DOWNSTREAM) INLET CHANNEL 2:1 SLOPE (TYP.) BENCH BORDER W/ GEOTEXTILE ON FLOOD CLASS II RIP RAP W/ GEOTEXTILE (TYP.) 2’ THICK W/ CLASS II RIP RAP 1’ PER SPEC. (TYP.) NATIVE MATERIAL 2’ SILLS BACKFILL WITH 2:1(MAX.) 2:1(MAX.) 1’ SILL 0’-12’ WITH NATIVE MATERIAL PER SPEC. BACKFILLCULVERT BURIED 1’ MATTING (TYP.) COIR FIBER 12’ THE VOIDS ON TOP. WITH NATIVE BED MATERIAL FILLING USE CLASS II RIP RAP FILL THROUGHOUT INSIDE BORDER. IN FILL CONDITION, COVERED WITH COIR FIBER MAT BORDER WITH NATURAL GROUND CLASS II RIP RAP FLOOD BENCH NOTE: FOR CUT CONDITION, USE EXCAVATION=70 CY (LOOKING DOWNSTREAM) OUTLET CHANNEL PER SPEC. (TYP.) NATIVE MATERIAL 2’ SILLS BACKFILL WITH 2:1(MAX.) 1’ GEOTEXTILE (TYP.) 2’ THICK W/ CLASS II RIP RAP 2: 1(MAX.) THE INLET AND OUTLET ONLY SILLS TO BE LOCATED AT NOTE: 1’ SILL MATERIAL PER SPEC. BACKFILL WITH NATIVE CULVERT BURIED 1’12’-15’0’-12’ 2:1 SLOPE (TYP.) BENCH BORDER W/ GEOTEXTILE ON FLOOD CLASS II RIP RAP W/ MATTING (TYP.) COIR FIBER EXCAVATION=90 CY L=33’ BANK STABILIZATION V10 = 1.2 fps OUTLET VELOCITY TO STREAM TO DISSIPATE ENERGY TO PROVIDE A NON-EROSIVE OUTLETS TO BANK STABILIZATION W/CLASS II RIP RAP PROPOSED DITCH (REPLACING EXISTING DITCH) V10 = 1.9 fps OUTLET VELOCITY TO STREAM TO DISSIPATE ENERGY TO PROVIDE A NON-EROSIVE EXISTING DITCH OUTLETS TO RIP RAP EMBANKMENT BANK STABILIZATION L=37’ F F F F F C C F C TS S S S S S S S S TS EXISTING DITCH EXISTING DITCH EXISTING DITCH EXISTING DITCH BEGINS SHEET FLOW DITCH ENDS AND RAP IN DITCH EXISTING RIP S WA SA WE SB WD WC WB 7307357357357 3 5 7 3 5 735 735735740 740740740740 740740740740740 74 0 74 0740 740 740745 7 4 5 745745745745745745745 745745750750750 750 750750750750750750755755 755 7 5 5 7 5 5755755 755 755 755755755760760 760 7607607607607607607657 6 5765 765765 765765765770770 24" TCP 15" RCP WOODS 1SBKD BUS ISBK 36" CABLE 10’ B S T 12’ BST18’ BST19’ BSTS 60.00’EXI STI NG R/WEXI STI NG R/WEXISTING R/W EXISTING R/W TO CRESCENT DR TO SHERWOOD DR MH 7 MH13 A B COACH RD 52’ BSTFAIRWAY DR 25’ BSTTO BELMONT DRTO GREEN STE XIS TI NG S E WE R E AS E ME NT EIP PK 0.86’R/W TO EIP24" CURB 60" PRIVACY WOODS NO DOC UME NT F OUNDS E WE R E AS E ME NT E XIS TI NG S E WE R E AS E ME NT NO D OCU MENT FO U N D SE WER EASE MENT 54.00’HEDGES 40. 00’ 3 6 " 3 S B WR/W TO PK 0.90’EXISTING R/W EXISTING R/W 60.00’ 2"STL 2"STL 2"STL2"STL 12"DI 12"DI 12"DI CONC CONC O/H WL CONC CURBCONC CURBCONC CURBCONC CURB2"STL EIP WOODS S PK STUMP S WOODS MH 2 MH 8 EIP W/LT 24" RCP WOODS ABANDONED ABANDONED GAYLE G. FERGUSON DR. JOHN V. FERGUSON BOBBIE K. KING REID P. KING LANDSCAPING WOODS AND MH 12 2.97’ R/W-EIP 2"STLCRESENZO NEVA JACKSON CRESENZO RICHARD A. MB 75 PG 8 EASEMENT MAINTENANCE LAWN NEVA J. CRESENZO RICHARD A. CRESENZOEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W ??" DI24’ BST SR 2686 RICHARDSON DR MARY ANN UPCHURCH G. R. UPCHURCHCREEKTROUBLESOMELITTLE MH 1 0.16’ TO R/W EIP 24" RCP 36" WD RAIL GATE MH 6 PK GRASS GRASS MH 16 VIOLET, LLC. LOON LAKE MH 15 EIP MARY ELLEN SETTLE MH 14 0.15’ TO R/W EIP FLUME 34’ BST SR 2686 RICHARDSON DR??? DI3.46’ TO EIP R/W 24" RCP 8" HDPE PARKING BST MH 3 LUTHERAN CHURCH HOLY TRINITY EVANGELICAL THOMAS S. HOLDERBY GAYLE G. FERGUSON JOHN V. FERGUSON MH 11 DB 851 PG 2093 DB 678 PG 324 DB 600 PG 280 CITY OF REIDSVILLE MH 4 MH 5 RIP RAP MH 10 5. 7 1 ’EI PR/W TO SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$USERNAME$$$$PROJECT REFERENCE65% PLANS17BP.7.R.104 - ROCKINGHAM 283 Office of: Prepared in the 0 10’025’25’50’5’5’ VERTICAL SCALE HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 15+00-L- PC Sta. 10+00.00 -L- PT Sta. 12+95.00 -L- PC Sta. 14+54.06 -L- PT Sta. 16+40.00 -L- -L- POC Sta. 12+50.00 BEGIN PROJECT 17BP.7.R.104 -L- POT Sta. 14+00.00 END PROJECT 17BP.7.R.104 3 4 1 2 -L- BRIDGE EXISTING REMOVE 10 11 12 13 14 15 16 710 720 730 740 750 PI = 13+40.00 EL = 740.16’ (-)1.0556%(+)1.2500% VC = 120’ K = 52 710 720 730 740 750 EL = 741.11’ STA. 12+50.00 BEGIN GRADE BEGIN PROJECT EL = 740.91’ STA. 14+00.00 END GRADE END PROJECT 2 @ 12’ x 7’ RCBC UPSTREAM FACE OF DATE:4-4-2016 ELEV.=732.3 NORMAL WS 2’ SILL 1’ SILL 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 CULVERT HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 10 = 980 = 739.7 = 1890 = 100 = 741.75 = 1200 = 25- = 740.5 = 732.3 = 4-4-2016 ELEV. = 734.00-L- STA. 13+30BEGIN SP DITCH LTELEV. = 736.91-L- STA. 13+50END SP DITCH LT(+)14.55% RETAIN RETAINRETAINRETAINRETAIN REMOVE 2:1 SLOPE (TYP.) BENCH BORDER W/ GEOTEXTILE ON FLOOD CLASS II RIP RAP W/ WITH NATIVE MATERIAL PER SPEC. BACKFILLCULVERT BURIED 1’ 2: 1 D Flatter2:1 or d ( Not to Scale) SPECIAL CUT DITCH -L- STA. 13+30 TO 13+50 LT Slope Ditch Front DETAIL A Max. d= 1 Ft. Min. D= 1 Ft. Type of Liner= CL B Rip-Rap Ground Natural Geotextile EST. 10 SY GEOTEXTILE EST. 10 TONS RIP RAP FLOOD BENCH BORDER CLASS II RIP RAP ON EST. 50 SY GEOTEXTILE EST. 50 TONS CASS II RIP RAP CHANNEL IMPROVEMENT 30 LF OF OUTLET EST. 60 SY GEOTEXTILE EST. 60 TONS CL II RIP RAP CHANNEL IMPROVEMENT 30 LF OF INLET EST. 10 SY GEOTEXTILE EST. 10 TONS RIP RAP FLOOD BENCH BORDER CLASS II RIP RAP ON EST. 15 SY GEOTEXTILE EST. 10 TONS RIP RAP SEE DETAIL A SPECIAL CUT DITCH (LOOKING DOWNSTREAM) OUTLET CHANNEL THE INLET AND OUTLET ONLY SILLS TO BE LOCATED AT NOTE: 4 R:\Hydraulics\PERMITS_Environmental\Drawings\780283_hyd_prm_wet_psh04.dgnICA ENGINEERING, INC.1/23/20170 10050 100 SCALE: 1"= 100’ HORIZ.SITE 1 PLAN VIEW LEGEND TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S IMPACTS IN SURFACE WATER DENOTES PERMANENT NEXT SHEET AREA ON SEE ENLARGED WETLAND AND SURFACE WATER IMPACTS PERMIT ENGLISH NC License No: F-0258 Engineering SHEET 3 OF 7 PERMIT DRAWINGNAD 83/ NSRS 2011(LOOKING DOWNSTREAM) INLET CHANNEL 2:1 SLOPE (TYP.) BENCH BORDER W/ GEOTEXTILE ON FLOOD CLASS II RIP RAP W/ GEOTEXTILE (TYP.) 2’ THICK W/ CLASS II RIP RAP 1’ PER SPEC. (TYP.) NATIVE MATERIAL 2’ SILLS BACKFILL WITH 2:1(MAX.) 2:1(MAX.) 1’ SILL 0’-12’ WITH NATIVE MATERIAL PER SPEC. BACKFILLCULVERT BURIED 1’ MATTING (TYP.) COIR FIBER 12’ THE VOIDS ON TOP. WITH NATIVE BED MATERIAL FILLING USE CLASS II RIP RAP FILL THROUGHOUT INSIDE BORDER. IN FILL CONDITION, COVERED WITH COIR FIBER MAT BORDER WITH NATURAL GROUND CLASS II RIP RAP FLOOD BENCH NOTE: FOR CUT CONDITION, USE EXCAVATION=70 CY (LOOKING DOWNSTREAM) OUTLET CHANNEL PER SPEC. (TYP.) NATIVE MATERIAL 2’ SILLS BACKFILL WITH 2:1(MAX.) 1’ GEOTEXTILE (TYP.) 2’ THICK W/ CLASS II RIP RAP 2: 1(MAX.) THE INLET AND OUTLET ONLY SILLS TO BE LOCATED AT NOTE: 1’ SILL MATERIAL PER SPEC. BACKFILL WITH NATIVE CULVERT BURIED 1’12’-15’0’-12’ 2:1 SLOPE (TYP.) BENCH BORDER W/ GEOTEXTILE ON FLOOD CLASS II RIP RAP W/ MATTING (TYP.) COIR FIBER EXCAVATION=90 CY L=33’ BANK STABILIZATION V10 = 1.2 fps OUTLET VELOCITY TO STREAM TO DISSIPATE ENERGY TO PROVIDE A NON-EROSIVE OUTLETS TO BANK STABILIZATION W/CLASS II RIP RAP PROPOSED DITCH (REPLACING EXISTING DITCH) V10 = 1.9 fps OUTLET VELOCITY TO STREAM TO DISSIPATE ENERGY TO PROVIDE A NON-EROSIVE EXISTING DITCH OUTLETS TO RIP RAP EMBANKMENT BANK STABILIZATION L=37’ F F F F F C C F C TS S S S S S S S S TS EXISTING DITCH EXISTING DITCH EXISTING DITCH EXISTING DITCH BEGINS SHEET FLOW DITCH ENDS AND RAP IN DITCH EXISTING RIP S WA SA WE SB WD WC WB 24" TCPWO O DS 36" CABLE 12’ BST19’ BSTEXISTING R/W EXISTING R/W MH 7 A E XI S TI NG S E WE R E AS E ME NT WOODS N O D OCU MENT FO U N D SE WER EASE MENT 54.00’3 6 " 3 S B W12"DI O/H WL CONC CURB2"STL WOODS S WOODS MH 2 MH 8 24" RCP WOODS 24" RCP 36" WD RAIL GATE MH 6 GRASS GRASS MH 16 MH 14 FLUME??? DI24" RCP 8" HDPE PARKING BST MH 3 MH 4 MH 5 RIP RAP MH 10 RETAIN RETAINRETAIN REMOVE R:\Hydraulics\PERMITS_Environmental\Drawings\780283_hyd_prm_wet_psh04A.dgnICA ENGINEERING, INC.1/23/2017SITE 1 DETAIL SHEET FOR 0 3015 30 SCALE: 1"= 30’ HORIZ. LEGEND IMPACTS IN SURFACE WATER DENOTES PERMANENT IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE65% PLANS WETLAND AND SURFACE WATER IMPACTS PERMIT LICENSE NO. F-0669 HATCH MOTT MACDONALD I & E, LLC Office of: Prepared in the www.hatchmott.com PO Box 700 Fuquay-Varina, NC 27526 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ENGLISHSHEET 4 OF 7 PERMIT DRAWING NC License No: F-0258 Engineering 17BP.7.R.104 - ROCKINGHAM 283 4A -L- S TS S TS NAD 83/ NSRS 201115+00EXISTING DITCH EXISTING DITCH V10 = 1.2 fps OUTLET VELOCITY TO STREAM TO DISSIPATE ENERGY TO PROVIDE A NON-EROSIVE OUTLETS TO BANK STABILIZATION W/CLASS II RIP RAP PROPOSED DITCH (REPLACING EXISTING DITCH) V10 = 1.9 fps OUTLET VELOCITY TO STREAM TO DISSIPATE ENERGY TO PROVIDE A NON-EROSIVE EXISTING DITCH OUTLETS TO RIP RAP EMBANKMENT L=37’ STABILIZATION BANK L=33’ BANK STABILIZATION SB SA WA WD WC WB F F F F F C C F C TS S S S S S S S S TS S 7307357357 3 5 7 3 5735740740 740740740 74 0 74 0 740 24" TCPWO O DS 36" CABLE 12’ BST19’ BSTEXISTING R/W EXISTING R/W MH 7 A E XI S TI NG S E WE R E AS E ME NT WOODS N O D OCU MENT FO U N D SE WER EASE MENT 54.00’3 6 " 3 S B W12"DI O/H WL CONC CURB2"STL WOODS S WOODS MH 2 MH 8 24" RCP WOODS 24" RCP 36" WD RAIL GATE MH 6 GRASS GRASS MH 16 MH 14 FLUME??? DI24" RCP 8" HDPE PARKING BST MH 3 MH 4 MH 5 RIP RAP MH 10 RETAIN RETAINRETAIN REMOVE R:\Hydraulics\PERMITS_Environmental\Drawings\780283_hyd_prm_wet_psh04A.dgnICA ENGINEERING, INC.1/23/2017SITE 1 DETAIL SHEET FOR 0 3015 30 SCALE: 1"= 30’ HORIZ. LEGEND IMPACTS IN SURFACE WATER DENOTES PERMANENT IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE65% PLANS WETLAND AND SURFACE WATER IMPACTS PERMIT LICENSE NO. F-0669 HATCH MOTT MACDONALD I & E, LLC Office of: Prepared in the www.hatchmott.com PO Box 700 Fuquay-Varina, NC 27526 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ENGLISHSHEET 5 OF 7 PERMIT DRAWING NC License No: F-0258 Engineering 17BP.7.R.104 - ROCKINGHAM 283 4A -L- S TS S TS NAD 83/ NSRS 201115+00EXISTING DITCH EXISTING DITCH V10 = 1.2 fps OUTLET VELOCITY TO STREAM TO DISSIPATE ENERGY TO PROVIDE A NON-EROSIVE OUTLETS TO BANK STABILIZATION W/CLASS II RIP RAP PROPOSED DITCH (REPLACING EXISTING DITCH) V10 = 1.9 fps OUTLET VELOCITY TO STREAM TO DISSIPATE ENERGY TO PROVIDE A NON-EROSIVE EXISTING DITCH OUTLETS TO RIP RAP EMBANKMENT L=37’ STABILIZATION BANK L=33’ BANK STABILIZATION SB SA WA WD WC WB F F F F F C C F C TS S S S S S S S S TS S R:\Hydraulics\PERMITS_Environmental\Drawings\780283_hyd_prm_wet_psh05.dgnICA ENGINEERING, INC.11/29/20168/17/99720 730 740740 730 720 0 50 100 150 20050100150200 FILLING THE VOIDS ON TOP. RIP RAP FILL THROUGHOUT WITH NATIVE BED MATERIAL FIBER MAT INSIDE BORDER. IN FILL CONDITION, USE CLASS II BENCH BORDER WITH NATURAL GROUND COVERED WITH COIR NOTE: FOR CUT CONDITION, USE CLASS II RIP RAP FLOOD PLAN VIEW CROSS SECTION FLOW FLOW SILLS DETAIL 12.0’ 1.0’ (TYP.) 1.0’ 1’ SILL ELEVATION STREAM BED 2’ SILL 12.0’ SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION LICENSE NO. F-0669 HATCH MOTT MACDONALD I & E, LLC Office of: Prepared in the www.hatchmott.com PO Box 700 Fuquay-Varina, NC 27526 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NC License No: F-0258 Engineering SHEET 6 OF 7 PERMIT DRAWING ENGLISH L TOP OF BANK EXISTING LEFT TOP OF BANK EXISTING RIGHT AND PARALLEL TO CULVERT FACE INSET 1’ FROM END OF CULVERT IN LEFT BARREL, SILLS ARE 2’ SILL IN RIGHT BARREL, 1’ SILL SLOPE = 0.0047 FT/FT C ELEV. = 730.39L OF CULVERT AND PARALLEL TO CULVERT FACE BARREL, SILLS ARE INSET 1’ FROM END 2’ SILL IN RIGHT BARREL, 1’ SILL IN LEFT STREAM BED GP ELEV. = 740.53 SKEW 78 2 @ 12’ x 7’ RCBC C STA. 13+17.5 -L- DATE: 4-4-2016 NORMAL WS, ELEV.=732.3 2:1 NORMAL (TYP.) REMOVE EXISTING BRIDGE 517BP.7.R.104 - ROCKINGHAM 283 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 FROM 12+93 TO 13+50 -L- 2 @ 12' X 7' RCBC 0.02 < 0.01 57 23 1 FROM 12+97 TO 13+44 -L- BANK STABILIZATION 0.02 70 TOTALS*: 0.03 < 0.01 127 23 0*Rounded totals are sum of actual impactsNOTES:Revised September 2014 SHEET 7OF 7*Total stream length that will temporarily be dewatered to install the culvert in the dry (see construction sequence = 10' (imperious dike upstream to upstream face of culvert) + 56' (culvert length along the stream) + 13' (downstream face of the culvert to impervious dike downstream) = 79' along Little Troublesome Creek. WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSROCKINGHAM COUNTYSF-78028317BP.7.R.104NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSNOVEMBER 29, 2016 STATE STATE PROJECT REFERENCE NO. F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA DESIGN DATA PROJECT LENGTH LETTING DATE: STATE PROJECT NO. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 2012 STANDARD SPECIFICATIONS 1 VICINITY MAP (NOT TO SCALE) NCDOT CONTACT:$$$$USERNAME$$$$DIVISION 7 OFF-SITE DETOUR DEPART ME NT OF TRANSPORTATIONSTATE OF NORT H CAR O L I NA SIGNATURE: P.E. SIGNATURE: P.E.CONTRACT: TIM JORDAN, PE PROJECT ENGINEER HYDRAULICS ENGINEER PROGRAM MANAGER DIVISION BRIDGE TIM POWERS, PE HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEERPrepared in the Office of Hatch Mott MacDonald for PLANS PREPARED BY: TOTAL LENGTH TIP PROJECT = 0.028 MILES LENGTH STRUCTURE TIP PROJECT = 0.005 MILES LENGTH ROADWAY TIP PROJECT = 0.023 MILES 65% PLANS TIP PROJECT: 17BP.7.R.10417BP.7.R.104 DAVID FUH, PE ROCKINGHAM COUNTY MINOR ARTERIAL SUB REGIONAL TIER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED V = 35 MPH ADT 2025 = 6000 ADT 2013 = 3000 TYPE OF WORK: GRADING, PAVING, DRAINAGE AND CULVERT LOCATION: BRIDGE NO.283 OVER LITTLE TROUBLESOME CREEK ON SR 2686 (RICHARDSON DRIVE) LICENSE NO. F-0669 PO Box 700 Fuquay-Varina, NC 27526 (919) 552-2253 (919) 552-2254 (Fax) www.mottmac.com 2686 2516 2670 2535 2638 26862536 2538 2537 2539 2817 2817 2453 24142907 2417 2413 2053 2041 2711 2003 2670 2670 2545 2544 2687 2525 2687 2003 2065 2065 2539 Wolf SFreeway S REIDSVILLE dR 29 BUS% 158% 158% (87 29 BUS% (87 SOUTHERNRAI L WAY(87 65 2525 15+00LIMITS PROJECT 17BP.7.R.104 NAD 83/ NA 2011-L- SR 2686 -L- POC Sta. 12+50.00 BEGIN PROJECT 17BP.7.R.104 -L- POT Sta. 14+00.00 END PROJECT 17BP.7.R.104 -L- Sta. 13+05.23 BEGIN CULVERT -L- Sta. 13+29.77 END CULVERT C R E E KLI T T L E T R OUB L E S OME ENGLISHSHEET 1 OF 7 PERMIT DRAWING NC License No: F-0258 Engineering R:\Hydraulics\PERMITS_Environmental\Drawings\780283_hyd_prm_buf_tsh.dgnICA ENGINEERING, INC.1/23/2017BUFFER IMPACTS PERMIT SA SB WA WE WD WC WB 24" TCP 15" RCP WOODS 1SBKD BUS ISBK 36" CABLE 10’ B S T 12’ BST18’ BST19’ BSTS 60.00’EXI STI NG R/WEXI STI NG R/WEXISTING R/W EXISTING R/W TO CRESCENT DR TO SHERWOOD DR 8" TCP MH 7 MH13 2 4" DIP18" DIP15" PVC 18 " P VC15" DIP 15" DIP15 " TCP 15 " T CP 15 " P VC10" TCP10" TCP A BDIRECTION ONLY10" TCPCOACH RD 52’ BSTFAIRWAY DR 25’ BSTTO BELMONT DRTO GREEN STE XIS TI NG S E WE R E AS E ME NT EIP PK 0.86’R/W TO EIP24" CURB 60" PRIVACY WOODS NO DOC UME NT F OUNDS E WE R E AS E ME NT E XIS TI NG S E WE R E AS E ME NT NO D OCU MENT FO U N D SE WER EASE MENT 54.00’HEDGES 40. 00’ 3 6 " 3 S B WR/W TO PK 0.90’EXISTING R/W EXISTING R/W 60.00’ 2"STL 2"STL 2"STL2"STL 12"DI 12"DI 12"DI CONC CONC O/H WL CONC CURBCONC CURBCONC CURBCONC CURB2"STL EIP WOODS S PK STUMP S WOODS MH 2 MH 8 EIP W/LT 24" RCP WOODS ABANDONED ABANDONED GAYLE G. FERGUSON DR. JOHN V. FERGUSON BOBBIE K. KING REID P. KING LANDSCAPING WOODS AND MH 12 2.97’ R/W-EIP 2"STLCRESENZO NEVA JACKSON CRESENZO RICHARD A. MB 75 PG 8 EASEMENT MAINTENANCE LAWN NEVA J. CRESENZO RICHARD A. CRESENZOEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W ??" DI24’ BST SR 2686 RICHARDSON DR MARY ANN UPCHURCH G. R. UPCHURCHCREEKTROUBLESOMELITTLE MH 1 0.16’ TO R/W EIP 24" RCP 36" WD RAIL GATE MH 6 PVC 15" PK GRASS GRASS MH 16 VIOLET, LLC. LOON LAKE MH 15 EIP MARY ELLEN SETTLE MH 14 0.15’ TO R/W EIP FLUME 34’ BST SR 2686 RICHARDSON DR??? DI3.46’ TO EIP R/W 24" RCP 8" HDPE PARKING BST MH 3 LUTHERAN CHURCH HOLY TRINITY EVANGELICAL THOMAS S. HOLDERBY GAYLE G. FERGUSON JOHN V. FERGUSON MH 11 DB 851 PG 2093 DB 678 PG 324 DB 600 PG 280 CITY OF REIDSVILLE MH 4 MH 5 RIP RAP MH 10 5. 7 1 ’EI PR/W TO SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$USERNAME$$$$PROJECT REFERENCE65% PLANS17BP.7.R.104 - ROCKINGHAM 283 Office of: Prepared in the 0 10’025’25’50’5’5’ VERTICAL SCALE HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 15+00-L- PC Sta. 10+00.00 -L- PT Sta. 12+95.00 -L- PC Sta. 14+54.06 -L- PT Sta. 16+40.00 -L- -L- POC Sta. 12+50.00 BEGIN PROJECT 17BP.7.R.104 -L- POT Sta. 14+00.00 END PROJECT 17BP.7.R.104 3 4 1 2 -L- BRIDGE EXISTING REMOVE 10 11 12 13 14 15 16 710 720 730 740 750 PI = 13+40.00 EL = 740.16’ (-)1.0556%(+)1.2500% VC = 120’ K = 52 710 720 730 740 750 EL = 741.11’ STA. 12+50.00 BEGIN GRADE BEGIN PROJECT EL = 740.91’ STA. 14+00.00 END GRADE END PROJECT 2 @ 12’ x 7’ RCBC UPSTREAM FACE OF DATE:4-4-2016 ELEV.=732.3 NORMAL WS 2’ SILL 1’ SILL 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 CULVERT HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 10 = 980 = 739.7 = 1890 = 100 = 741.75 = 1200 = 25- = 740.5 = 732.3 = 4-4-2016 ELEV. = 734.00-L- STA. 13+30BEGIN SP DITCH LTELEV. = 736.91-L- STA. 13+50END SP DITCH LT(+)14.55% RETAIN RETAINRETAINRETAINRETAIN REMOVE 2:1 SLOPE (TYP.) BENCH BORDER W/ GEOTEXTILE ON FLOOD CLASS II RIP RAP W/ WITH NATIVE MATERIAL PER SPEC. BACKFILLCULVERT BURIED 1’ THE VOIDS ON TOP. WITH NATIVE BED MATERIAL FILLING USE CLASS II RIP RAP FILL THROUGHOUT INSIDE BORDER. IN FILL CONDITION, COVERED WITH COIR FIBER MAT BORDER WITH NATURAL GROUND CLASS II RIP RAP FLOOD BENCH NOTE: FOR CUT CONDITION, USE 2: 1 D Flatter2:1 or d ( Not to Scale) SPECIAL CUT DITCH -L- STA. 13+30 TO 13+50 LT Slope Ditch Front DETAIL A Max. d= 1 Ft. Min. D= 1 Ft. Type of Liner= CL B Rip-Rap Ground Natural Geotextile EST. 10 SY GEOTEXTILE EST. 10 TONS RIP RAP FLOOD BENCH BORDER CLASS II RIP RAP ON EST. 50 SY GEOTEXTILE EST. 50 TONS CASS II RIP RAP CHANNEL IMPROVEMENT 30 LF OF OUTLET EST. 60 SY GEOTEXTILE EST. 60 TONS CL II RIP RAP CHANNEL IMPROVEMENT 30 LF OF INLET EST. 10 SY GEOTEXTILE EST. 10 TONS RIP RAP FLOOD BENCH BORDER CLASS II RIP RAP ON EST. 15 SY GEOTEXTILE EST. 10 TONS RIP RAP SEE DETAIL A SPECIAL CUT DITCH (LOOKING DOWNSTREAM) OUTLET CHANNEL THE INLET AND OUTLET ONLY SILLS TO BE LOCATED AT NOTE: 4 R:\Hydraulics\PERMITS_Environmental\Drawings\780283_hyd_prm_buf_psh04.dgnICA ENGINEERING, INC.1/23/20170 10050 100 SCALE: 1"= 100’ HORIZ.SITE 1 PLAN VIEW NEXT SHEET AREA ON SEE ENLARGED ENGLISH NC License No: F-0258 Engineering SHEET 2 OF 7 PERMIT DRAWINGNAD 83/ NSRS 2011BUFFER IMPACTS PERMIT LEGEND (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 (LOOKING DOWNSTREAM) OUTLET CHANNEL PER SPEC. (TYP.) NATIVE MATERIAL 2’ SILLS BACKFILL WITH 2:1(MAX.) 1’ GEOTEXTILE (TYP.) 2’ THICK W/ CLASS II RIP RAP 2: 1(MAX.) THE INLET AND OUTLET ONLY SILLS TO BE LOCATED AT NOTE: 1’ SILL MATERIAL PER SPEC. BACKFILL WITH NATIVE CULVERT BURIED 1’12’-15’0’-12’ 2:1 SLOPE (TYP.) BENCH BORDER W/ GEOTEXTILE ON FLOOD CLASS II RIP RAP W/ MATTING (TYP.) COIR FIBER EXCAVATION=90 CY (LOOKING DOWNSTREAM) INLET CHANNEL 2:1 SLOPE (TYP.) BENCH BORDER W/ GEOTEXTILE ON FLOOD CLASS II RIP RAP W/ GEOTEXTILE (TYP.) 2’ THICK W/ CLASS II RIP RAP 1’ PER SPEC. (TYP.) NATIVE MATERIAL 2’ SILLS BACKFILL WITH 2:1(MAX.) 2:1(MAX.) 1’ SILL 0’-12’ WITH NATIVE MATERIAL PER SPEC. BACKFILLCULVERT BURIED 1’ MATTING (TYP.) COIR FIBER 12’ THE VOIDS ON TOP. WITH NATIVE BED MATERIAL FILLING USE CLASS II RIP RAP FILL THROUGHOUT INSIDE BORDER. IN FILL CONDITION, COVERED WITH COIR FIBER MAT BORDER WITH NATURAL GROUND CLASS II RIP RAP FLOOD BENCH NOTE: FOR CUT CONDITION, USE EXCAVATION=70 CY V10 = 1.2 fps OUTLET VELOCITY TO STREAM TO DISSIPATE ENERGY TO PROVIDE A NON-EROSIVE OUTLETS TO BANK STABILIZATION W/CLASS II RIP RAP PROPOSED DITCH (REPLACING EXISTING DITCH) V10 = 1.9 fps OUTLET VELOCITY TO STREAM TO DISSIPATE ENERGY TO PROVIDE A NON-EROSIVE EXISTING DITCH OUTLETS TO RIP RAP EMBANKMENT IMPACTS TO CONSTRUCT THE BORE PIT. JACK UNDER THE CREEK. THERE WILL BE BUFFER WATERLINE WILL BE RELOCATED BY BORE AND CROSSING AND WATERLINE RELOCATION. THE THESE AREAS ARE FOR CONSTRUCTION OF ROAD ETF ETF ETF ETF ETF FACILITY EXISTING TRANSPORTATION F F F F F C C F C EXISTING DITCH EXISTING DITCH EXISTING DITCH RAP IN DITCH EXISTING RIP EXISTING DITCH BEGINS SHEET FLOW DITCH ENDS AND SA WA WE WD SB WC WB 7307357357357 3 5 7 3 5 735 735735740 740740740740 740740740740740 74 0 74 0740 740 740745745745745745745745745745 745750750750 750 750750750750750750755755 755 7 5 5 7 5 5755755 755 755 755755755760760 760 7607607607607607607657 6 5765 765765 765765765770770 24" TCP 15" RCP WOODS 1SBKD BUS ISBK 36" CABLE 10’ B S T 12’ BST18’ BST19’ BSTS 60.00’EXI STI NG R/WEXI STI NG R/WEXISTING R/W EXISTING R/W TO CRESCENT DR TO SHERWOOD DR 8" TCP MH 7 MH13 2 4" DIP18" DIP15" PVC 18 " P VC15" DIP 15" DIP15 " TCP 15 " T CP 15 " P VC10" TCP10" TCP A BDIRECTION ONLY10" TCPCOACH RD 52’ BSTFAIRWAY DR 25’ BSTTO BELMONT DRTO GREEN STE XIS TI NG S E WE R E AS E ME NT EIP PK 0.86’R/W TO EIP24" CURB 60" PRIVACY WOODS NO DOC UME NT F OUNDS E WE R E AS E ME NT E XIS TI NG S E WE R E AS E ME NT NO D OCU MENT FO U N D SE WER EASE MENT 54.00’HEDGES 40. 00’ 3 6 " 3 S B WR/W TO PK 0.90’EXISTING R/W EXISTING R/W 60.00’ 2"STL 2"STL 2"STL2"STL 12"DI 12"DI 12"DI CONC CONC O/H WL CONC CURBCONC CURBCONC CURBCONC CURB2"STL EIP WOODS S PK STUMP S WOODS MH 2 MH 8 EIP W/LT 24" RCP WOODS ABANDONED ABANDONED GAYLE G. FERGUSON DR. JOHN V. FERGUSON BOBBIE K. KING REID P. KING LANDSCAPING WOODS AND MH 12 2.97’ R/W-EIP 2"STLCRESENZO NEVA JACKSON CRESENZO RICHARD A. MB 75 PG 8 EASEMENT MAINTENANCE LAWN NEVA J. CRESENZO RICHARD A. CRESENZOEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W ??" DI24’ BST SR 2686 RICHARDSON DR MARY ANN UPCHURCH G. R. UPCHURCHCREEKTROUBLESOMELITTLE MH 1 0.16’ TO R/W EIP 24" RCP 36" WD RAIL GATE MH 6 PVC 15" PK GRASS GRASS MH 16 VIOLET, LLC. LOON LAKE MH 15 EIP MARY ELLEN SETTLE MH 14 0.15’ TO R/W EIP FLUME 34’ BST SR 2686 RICHARDSON DR??? DI3.46’ TO EIP R/W 24" RCP 8" HDPE PARKING BST MH 3 LUTHERAN CHURCH HOLY TRINITY EVANGELICAL THOMAS S. HOLDERBY GAYLE G. FERGUSON JOHN V. FERGUSON MH 11 DB 851 PG 2093 DB 678 PG 324 DB 600 PG 280 CITY OF REIDSVILLE MH 4 MH 5 RIP RAP MH 10 5. 7 1 ’EI PR/W TO SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$USERNAME$$$$PROJECT REFERENCE65% PLANS17BP.7.R.104 - ROCKINGHAM 283 Office of: Prepared in the 0 10’025’25’50’5’5’ VERTICAL SCALE HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 15+00-L- PC Sta. 10+00.00 -L- PT Sta. 12+95.00 -L- PC Sta. 14+54.06 -L- PT Sta. 16+40.00 -L- -L- POC Sta. 12+50.00 BEGIN PROJECT 17BP.7.R.104 -L- POT Sta. 14+00.00 END PROJECT 17BP.7.R.104 3 4 1 2 -L- BRIDGE EXISTING REMOVE 10 11 12 13 14 15 16 710 720 730 740 750 PI = 13+40.00 EL = 740.16’ (-)1.0556%(+)1.2500% VC = 120’ K = 52 710 720 730 740 750 EL = 741.11’ STA. 12+50.00 BEGIN GRADE BEGIN PROJECT EL = 740.91’ STA. 14+00.00 END GRADE END PROJECT 2 @ 12’ x 7’ RCBC UPSTREAM FACE OF DATE:4-4-2016 ELEV.=732.3 NORMAL WS 2’ SILL 1’ SILL 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 CULVERT HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 10 = 980 = 739.7 = 1890 = 100 = 741.75 = 1200 = 25- = 740.5 = 732.3 = 4-4-2016 ELEV. = 734.00-L- STA. 13+30BEGIN SP DITCH LTELEV. = 736.91-L- STA. 13+50END SP DITCH LT(+)14.55% RETAIN RETAINRETAINRETAINRETAIN REMOVE 2:1 SLOPE (TYP.) BENCH BORDER W/ GEOTEXTILE ON FLOOD CLASS II RIP RAP W/ WITH NATIVE MATERIAL PER SPEC. BACKFILLCULVERT BURIED 1’ THE VOIDS ON TOP. WITH NATIVE BED MATERIAL FILLING USE CLASS II RIP RAP FILL THROUGHOUT INSIDE BORDER. IN FILL CONDITION, COVERED WITH COIR FIBER MAT BORDER WITH NATURAL GROUND CLASS II RIP RAP FLOOD BENCH NOTE: FOR CUT CONDITION, USE 2: 1 D Flatter2:1 or d ( Not to Scale) SPECIAL CUT DITCH -L- STA. 13+30 TO 13+50 LT Slope Ditch Front DETAIL A Max. d= 1 Ft. Min. D= 1 Ft. Type of Liner= CL B Rip-Rap Ground Natural Geotextile EST. 10 SY GEOTEXTILE EST. 10 TONS RIP RAP FLOOD BENCH BORDER CLASS II RIP RAP ON EST. 50 SY GEOTEXTILE EST. 50 TONS CASS II RIP RAP CHANNEL IMPROVEMENT 30 LF OF OUTLET EST. 60 SY GEOTEXTILE EST. 60 TONS CL II RIP RAP CHANNEL IMPROVEMENT 30 LF OF INLET EST. 10 SY GEOTEXTILE EST. 10 TONS RIP RAP FLOOD BENCH BORDER CLASS II RIP RAP ON EST. 15 SY GEOTEXTILE EST. 10 TONS RIP RAP SEE DETAIL A SPECIAL CUT DITCH (LOOKING DOWNSTREAM) OUTLET CHANNEL THE INLET AND OUTLET ONLY SILLS TO BE LOCATED AT NOTE: 4 R:\Hydraulics\PERMITS_Environmental\Drawings\780283_hyd_prm_buf_psh04.dgnICA ENGINEERING, INC.1/23/20170 10050 100 SCALE: 1"= 100’ HORIZ.SITE 1 PLAN VIEW NEXT SHEET AREA ON SEE ENLARGED ENGLISH NC License No: F-0258 Engineering SHEET 3 OF 7 PERMIT DRAWINGNAD 83/ NSRS 2011BUFFER IMPACTS PERMIT LEGEND (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 (LOOKING DOWNSTREAM) OUTLET CHANNEL PER SPEC. (TYP.) NATIVE MATERIAL 2’ SILLS BACKFILL WITH 2:1(MAX.) 1’ GEOTEXTILE (TYP.) 2’ THICK W/ CLASS II RIP RAP 2: 1(MAX.) THE INLET AND OUTLET ONLY SILLS TO BE LOCATED AT NOTE: 1’ SILL MATERIAL PER SPEC. BACKFILL WITH NATIVE CULVERT BURIED 1’12’-15’0’-12’ 2:1 SLOPE (TYP.) BENCH BORDER W/ GEOTEXTILE ON FLOOD CLASS II RIP RAP W/ MATTING (TYP.) COIR FIBER EXCAVATION=90 CY (LOOKING DOWNSTREAM) INLET CHANNEL 2:1 SLOPE (TYP.) BENCH BORDER W/ GEOTEXTILE ON FLOOD CLASS II RIP RAP W/ GEOTEXTILE (TYP.) 2’ THICK W/ CLASS II RIP RAP 1’ PER SPEC. (TYP.) NATIVE MATERIAL 2’ SILLS BACKFILL WITH 2:1(MAX.) 2:1(MAX.) 1’ SILL 0’-12’ WITH NATIVE MATERIAL PER SPEC. BACKFILLCULVERT BURIED 1’ MATTING (TYP.) COIR FIBER 12’ THE VOIDS ON TOP. WITH NATIVE BED MATERIAL FILLING USE CLASS II RIP RAP FILL THROUGHOUT INSIDE BORDER. IN FILL CONDITION, COVERED WITH COIR FIBER MAT BORDER WITH NATURAL GROUND CLASS II RIP RAP FLOOD BENCH NOTE: FOR CUT CONDITION, USE EXCAVATION=70 CY V10 = 1.2 fps OUTLET VELOCITY TO STREAM TO DISSIPATE ENERGY TO PROVIDE A NON-EROSIVE OUTLETS TO BANK STABILIZATION W/CLASS II RIP RAP PROPOSED DITCH (REPLACING EXISTING DITCH) V10 = 1.9 fps OUTLET VELOCITY TO STREAM TO DISSIPATE ENERGY TO PROVIDE A NON-EROSIVE EXISTING DITCH OUTLETS TO RIP RAP EMBANKMENT IMPACTS TO CONSTRUCT THE BORE PIT. JACK UNDER THE CREEK. THERE WILL BE BUFFER WATERLINE WILL BE RELOCATED BY BORE AND CROSSING AND WATERLINE RELOCATION. THE THESE AREAS ARE FOR CONSTRUCTION OF ROAD ETF ETF ETF ETF ETF FACILITY EXISTING TRANSPORTATION F F F F F C C F C EXISTING DITCH EXISTING DITCH EXISTING DITCH RAP IN DITCH EXISTING RIP EXISTING DITCH BEGINS SHEET FLOW DITCH ENDS AND SA WA WE WD SB WC WB 24" TCPWO O DS 36" CABLE 12’ BST19’ BSTEXISTING R/W EXISTING R/W MH 7 18" DIP15" PVC 1 8 " P VC15" DIP 15" DIP15 " TCP DIRECTION ONLY10" TCPE XI S TI NG S E WE R E AS E ME NT WOODS N O D OCU MENT FO U N D SE WER EASE MENT 54.00’3 6 " 3 S B W12"DI O/H WL 2"STL WOODS S WOODS MH 2 MH 8 24" RCP WOODS 24" RCP 36" WD RAIL GATE MH 6 PVC 15" GRASS GRASS MH 16 MH 14 FLUME??? DI24" RCP 8" HDPE PARKING BST MH 3 MH 4 MH 5 RIP RAP MH 10 RETAIN RETAINRETAIN REMOVE R:\Hydraulics\PERMITS_Environmental\Drawings\780283_hyd_prm_buf_psh04A.dgnICA ENGINEERING, INC.1/23/2017SITE 1 DETAIL SHEET FOR 0 3015 30 SCALE: 1"= 30’ HORIZ. SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE65% PLANS LICENSE NO. F-0669 HATCH MOTT MACDONALD I & E, LLC Office of: Prepared in the www.hatchmott.com PO Box 700 Fuquay-Varina, NC 27526 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ENGLISHSHEET 4 OF 7 PERMIT DRAWING NC License No: F-0258 Engineering 17BP.7.R.104 - ROCKINGHAM 283 4A EXISTING DITCH EXISTING DITCH -L-NAD 83/ NSRS 201115+00BUFFER IMPACTS PERMIT LEGEND V10 = 1.2 fps OUTLET VELOCITY TO STREAM TO DISSIPATE ENERGY TO PROVIDE A NON-EROSIVE OUTLETS TO BANK STABILIZATION W/CLASS II RIP RAP PROPOSED DITCH (REPLACING EXISTING DITCH) V10 = 1.9 fps OUTLET VELOCITY TO STREAM TO DISSIPATE ENERGY TO PROVIDE A NON-EROSIVE EXISTING DITCH OUTLETS TO RIP RAP EMBANKMENT ETF ETF ETF ETF ETF IMPACTS TO CONSTRUCT THE BORE PIT. JACK UNDER THE CREEK. THERE WILL BE BUFFER WATERLINE WILL BE RELOCATED BY BORE AND CROSSING AND WATERLINE RELOCATION. THE THESE AREAS ARE FOR CONSTRUCTION OF ROAD (ROAD CROSSING) ZONE 1 ALLOWABLE IMPACTS (ROAD CROSSING) ZONE 2 ALLOWABLE IMPACTS FACILITY TRANSPORTATION EXISTING SA SB WD WA WB WC F F F F F C C F C 7307357357 3 5 7 3 5735740740 740740740 74 0 74 0 740 24" TCPWO O DS 36" CABLE 12’ BST19’ BSTEXISTING R/W EXISTING R/W MH 7 18" DIP15" PVC 1 8 " P VC15" DIP 15" DIP15 " TCP DIRECTION ONLY10" TCPE XI S TI NG S E WE R E AS E ME NT WOODS N O D OCU MENT FO U N D SE WER EASE MENT 54.00’3 6 " 3 S B W12"DI O/H WL 2"STL WOODS S WOODS MH 2 MH 8 24" RCP WOODS 24" RCP 36" WD RAIL GATE MH 6 PVC 15" GRASS GRASS MH 16 MH 14 FLUME??? DI24" RCP 8" HDPE PARKING BST MH 3 MH 4 MH 5 RIP RAP MH 10 RETAIN RETAINRETAIN REMOVE R:\Hydraulics\PERMITS_Environmental\Drawings\780283_hyd_prm_buf_psh04A.dgnICA ENGINEERING, INC.1/23/2017SITE 1 DETAIL SHEET FOR 0 3015 30 SCALE: 1"= 30’ HORIZ. SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE65% PLANS LICENSE NO. F-0669 HATCH MOTT MACDONALD I & E, LLC Office of: Prepared in the www.hatchmott.com PO Box 700 Fuquay-Varina, NC 27526 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ENGLISHSHEET 5 OF 7 PERMIT DRAWING NC License No: F-0258 Engineering 17BP.7.R.104 - ROCKINGHAM 283 4A EXISTING DITCH EXISTING DITCH -L-NAD 83/ NSRS 201115+00BUFFER IMPACTS PERMIT LEGEND V10 = 1.2 fps OUTLET VELOCITY TO STREAM TO DISSIPATE ENERGY TO PROVIDE A NON-EROSIVE OUTLETS TO BANK STABILIZATION W/CLASS II RIP RAP PROPOSED DITCH (REPLACING EXISTING DITCH) V10 = 1.9 fps OUTLET VELOCITY TO STREAM TO DISSIPATE ENERGY TO PROVIDE A NON-EROSIVE EXISTING DITCH OUTLETS TO RIP RAP EMBANKMENT ETF ETF ETF ETF ETF IMPACTS TO CONSTRUCT THE BORE PIT. JACK UNDER THE CREEK. THERE WILL BE BUFFER WATERLINE WILL BE RELOCATED BY BORE AND CROSSING AND WATERLINE RELOCATION. THE THESE AREAS ARE FOR CONSTRUCTION OF ROAD (ROAD CROSSING) ZONE 1 ALLOWABLE IMPACTS (ROAD CROSSING) ZONE 2 ALLOWABLE IMPACTS FACILITY TRANSPORTATION EXISTING SA SB WD WA WB WC F F F F F C C F C 24" TCP 15" RCP WOO DS BUS ISBK 10’ B S T 12’ BST18’ BST19’ BSTS 60.00’EXI STI NG R/WEXISTING R/W EXISTING R/W COACH RD 52’ BSTFAIRWAY DR 25’ BSTTO BELMONT DRTO GREEN STE XI S TI NG S E WE R E AS E ME NT WOODS NO DOCUME NT F OUNDS E WE R E AS E ME NT E XI S TI NG S E WE R E AS E ME NT N O DOCU MENT FOU N D SE WER EASE MENT 54.00’HEDGES 4 0. 0 0’ 12"DI 12"DI CONCO/H WL CONC CURBCONC CURBCONC CURB2"STL -BL-3 WOODS S STUMP S WOODS BM-1 W/LT 24" RCP WOODS 2"STLMB 75 PG 8 EASEMENT MAINTENANCE LAWNEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W ??" DI24’ BST SR 2686 RICHARDSON DR 24" RCP GATE GRASS GRASS FLUME 34’ BST SR 2686 RICHARDSON DR??? DI24" RCP 8" HDPE PARKING BST DB 851 PG 2093 DB 678 PG 324 DB 600 PG 280 CITY OF REIDSVILLE RIP RAP 15+00-L- TL-2 TL-2 TL-2 TL-202020302020120’ IMPERVIOUS DIKE R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. 0 CONSTRUCTION SEQUENCE 30 30 60 17BP.7.R.104 GRAPHIC SCALE ROCKINGHAM COUNTY, NC SR 2686 (RICHARDSON DRIVE) LITTLE TROUBLESOME CREEK ON BRIDGE NO. 283 OVER IMPERVIOUS DIKE NAD 83/ NSRS 2011TO GREEN ST34’ BST SR 2686 RICHARDSON DR11+00CREEKLI TTLE TROUBLES OMEEC-3A/CONST.4 COMPLETE ROADWAY. 7.) THROUGH NEWLY CONSTRUCTED CULVERT. REMOVE SPECIAL STILLING BASINS. REMOVE 24" TEMPORARY PIPE AND IMPERVIOUS DIKES TO ALLOW FLOW 6.) CONSTRUCT PROPOSED 2 @ 12’ X 7’ RCBC AND CHANNEL IMPROVEMENTS.5.) DE-WATER EFFLUENT FROM WORK SITE INTO SPECIAL STILLING BASINS.4.) INSTALL IMPERVIOUS DIKES AND INSTALL 24" TEMP. PIPE.3.) PUMP ALL EFFLUENT INTO SPECIAL STILLING BASIN. INSTALL SPECIAL STILLING BASINS WITHIN PROJECT RIGHT-OF-WAY.2.) FOR CULVERT CONSTRUCTION. INSTALL ALL TEMPORARY SEDIMENT CONTROL DEVICES NECESSARY1.) PHASE 1 SF-780283 CULVERT PHASING TEMP. 24" PIPE ENGLISH R:\Hydraulics\Erosion Control\cadd\780283_hyd_ec_construction_sequence.dgnICA ENGINEERING, INC.12/12/2016SHEET 6 OF 7 PERMIT DRAWING F F F F F C C F C ROAD CROSSING BRIDGEPARALLEL IMPACTZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)1 2 @ 12' x 7' RCBC FROM -L- 12+39 TO -L- 14+19 X 5219 1945 7164TOTAL:5219 1945 7164 0 00IMPACTBUFFER IMPACTS SUMMARYTYPESITE NO.STRUCTURE SIZE / TYPE STATION (FROM/TO)ALLOWABLEMITIGABLEBUFFER REPLACEMENTSHEET 7 OF 7PROJECT: 17BP.7.R.104 (BRIDGE #283) 12/13/2016N.C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS ROCKINGHAM COUNTYRev. May 2006