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Home My WebLink About20220353 Ver 1_BP3.R004_Permit Drawings_20220224_20220307(Version 2.07; Released October 2016) TIP No.:BP3.R004 County(ies):Brunswick Page 1 of 1 TIP Number:Date: Phone:Phone: Email:Email: County(ies): CAMA County? Yes Design/Future:Year:2042 Existing:Year: Aquatic T&E Species?Comments: Yes No No N/A 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) ac. 2 - 10' asphalt paved lanes with grass shoulders. Wetlands and tributaries to Tuckahoe Swamp are present in the northwest, northeast, and southeast quadrants. 37040 jabyrd@hntb.com Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer? NRTR Stream ID: Annual Avg Daily Traffic (veh/hr/day): Existing Site Project Length (lin. miles or feet): ac. Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Body N/ABuffer Rules in Effect: 9260 2 - 12' asphalt paved lanes with 5' paved shoulders, 5' grass shoulders. Waterbody Information 2022 NCDWR Stream Index No.: Impairments: Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.) State project BP3.R004 involves the replacement of Bridge #090181 on Old Fayetteville Rd. (SR 1437) over Sturgeon Creek in Brunswick County. The existing bridge consists of a 1 @ 15' - 7", 1 @ 14'-11", 1 @ 15'-9" reinforced concrete bridge on timber joists and piers. It is to be replaced with a 1 @ 70' - 0", 24" cored slab bridge (70' total length, 42' total width) at the same location. The propsoed bridge does not contain deck drains. All stormwater from the bridge and approaches will be collected by storm drainage systems in all four quadrants of the bridge into wetlands with Class-B riprap pads at outlet to minimize impacts. Proposed design included a channel change to mimic existing drainage pattern. 343 E. Six Forks Road North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS Project Type: 5501 Barbados Blvd.Address: General Project Information BP3.R004 WBS Element: Bridge ReplacementWBS Element: HNTB North Carolina, P.C. / James A. Byrd, PENCDOT Contact: (910) 341-2036 Suite 200 Raleigh, NC 27609 Contractor / Designer: (919) 424-0437 tmherndon@ncdot.gov Address: 2/2/2022 BrunswickLeland Mason Herndon - Project Development Environmental Engineer Castle Hayne, NC 28429 River Basin(s): City/Town: 0.6 Typical Cross Section Description: Surrounding Land Use: General Project Narrative: (Description of Minimization of Water Quality Impacts) Yes Rural, Residential, and Agriculture Sturgeon Creek 18-77-1 0.4 0.14 Project Description Proposed Project Cape Fear Supplemental Classification: Swamp Waters (Sw) Wetlands within Project Limits?SUBMITTED 3/7/22 STURGEON CREEK STURGEON CREEKDOCUMENT 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. 2018 STANDARD SPECIFICATIONS GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN09/08/990 00 2/16/2022...\17BP.3.R.84_Hyd_prm_TSH.dgnHNTBCONTRACT:TIP PROJECT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NARIGHT OF WAY DATE: LETTING DATE: NC License No: C-1554 Raleigh, North Carolina 27609 343 E. Six Forks Road, Suite 200 HNTB NORTH CAROLINA, P.C. PROJECT ENGINEER PROJECT DESIGN ENGINEER Prepared in the Office of: NCDOT CONTACT 4 VICINITY MAP OFFSITE DETOUR -L- POT STA. 26+99.13 END BRIDGE -L- POT STA. 26+26.88 BEGIN BRIDGE PE (OLD FAYETTEVILLE RD) -L- SR 1437 (VILLAGE RD) TO SR 1472 (LANVALE RD)TO SR 1438 REGIONAL TIER 50 100 50 100 10 20 50 25 50 25 10 5 50 LIMITS PROJECT DEREK PIELECH, PE ADT ADT FUNC CLASS = MPH T V = = = = = = % % % * K D 10 55 7 * TTST =2%DUAL=5% TATYANA S. GIBBS, EIT = = = 0.142 MILES 0.013 MILES 0.129 MILES MAJOR COLLECTORSR 1438SR 1472 S R 1472SR 1437 1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III. NOTES: BRUNSWICK COUNTY DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA TYPE OF WORK:GRADING, DRAINAGE, PAVING AND STRUCTURE LOCATION: REPLACE BRIDGE NO. 181 OVER STURGEON CREEK ON SR 1437 (OLD FAYETTEVILLE RD.)HIGHLAND HILLS DRST NERICEFIELD BRANCH SR 1437 -L-202530BP3.R004 -L- POC STA. 22+50.00 BEGIN PROJECT BP3.R004 -L- POT STA 30+00.00 END PROJECT BP3.R004BP3.R004BP3.R004.1 BP3.R004.2 UTIL & R/W BP3.R004.3 CONSTRUCTION LENGTH OF ROADWAY PROJECT BP3.R004 LENGTH OF STRUCTURE PROJECT BP3.R004 TOTAL LENGTH OF PROJECT BP3.R004 JUNE 16, 2022 BRIAN P. BLACKWELL, PE MARCH 3, 202275% PLANS61002022 2042 8500 WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 7 PERMIT DRAWING FORMERLY: B-5622 UEBSturgeon Creek Mill Cr eekBranch Bant onBr anchCreek St ur ge onNelson Cemetery Williams Cemetery Bethel Church Faith Church Davis Chapel Mt. Cavalry Church Grove Church Leland Church Damascus Rd. Church FAP FAP Andrew Jackson H wy. Bay Juniper RAI LRO ADRAILROAD Davi s Yar dLincoln School Primary Leland High School Leland Middle School 76 74 76 74 Eliah Leland Woodburn NA 2 0 1 1NAD 8 3/SUBMITTED 3/7/22 BRIDGE NO. 181 R/W MON. MON. R/W EIP EIP EIP EIP EIP 24" CMP 24" CMP 24" CMP EIP EIP EIP STURGEON CREEK SR 1437 (OLD FAYETTEVILLE ROAD) 22' BST SR 1437 (OLD FAYETTEVILLE ROAD)22' BST 11 WOODS WOODS WM WV WV CO CO (3) 36" HDP EWOODS WOODS WOODS WOODS WOODS 14' BST14' BST24" C&GRI CEFI ELD BRANCH ST. NESOI LGR CONCCONCWV WV WVWILLE RD. NE10' BSTSOI L10 ' X 70 ' SIGHT TRIANGLE 10' X 70' SIGHT TRIANGLE 10' X 70' SIGHT TRIANGLE 10' X 70' SIGHT TRIANGLE DUKE ENERGY EASEMENTDUKE ENERGY EASEMENTDRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT18" CMP 18" CMP 18" CMP 18" CMP 18" CMP WATER MARKER GAS MARKERS MARKER GAS DURAL G GUYTON TINA B. WALLACE THOMAS L WALLACE PANGIOTA BOUBOULIS NIKOLAOS P BOUBOULIS OLD FAYETTEVILLE ROAD CEMETERY LESSIE C BUTLER BYRON POE BUTLER EDITH WALKER RANDALL JOYCE GRADY ELDRIDGE GRADY TALISMAN INVESTMENTS INC MARJORIE GRAINGER TERRY LEE GRAINGER YULONDA D MOORE ANGELYN P MOORE ALVIN R HUMPHREY SANDRA L SHULL TERESA CRISP, TRUSTEE EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING P RIVA TE R/WE XIS TIN G P RIV A T E R/WE XIS T ING P RIV ATE R/WE XIS TI N G P RIV A T E R/WI G CAMPBELL WILLIE GRAINGER, JR EXISTING R/WEXISTING R/WEXI STI NG R/WEXI STI NG R/WGENERATOR CONTROL PANEL LT W/ BASE METER ELEC WET WELL CONC DI DI DI DI STATION SS LIFT STURGEON CREEKWATER & SEWER, H2GO BRUNSWICK REGIONAL CITY MAINTAINED R/W)(TOWN OF LELAND -HIGHLAND HILLS DR. NE 18' BSTT C T T -L- PT Sta. 24+02.5825 -L-30 -L--L- POT Sta. 33+37.67 -L- POC STA. 22+50.00 BEGIN PROJECT BP3.R004 -L- POT STA. 30+00.00 END PROJECT BP3.R004 (-)0.9100%(+)1.1600% VC = 150' K = 72 (+)1.1600%(-)1.5398% VC = 150' K = 56 (-)1.5398%(+)0.7083% VC = 150' K = 67 V = 40 MPH V = 40 MPH V = 40 MPH DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 25 = 100 = 1050 = 10.2 = 1460 = 12.3 = 12.2 = 01-19-2021 = 3.4 = 1430 CFS = +/- 100 BRIDGE HYDRAULIC DATA EXCAVATION RIP RAP AREA OF NORMAL TO CAP 1.5:1 SLOPE (TYP.) 0 10 20 -10 -20 GV GVSHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/992/23/2022...\17BP.3.R.84_Hyd_prm_PSH4.dgnHNTB30 20 10 030 20 10 020+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 NC License No: C-1554 Raleigh, North Carolina 27609 343 E. Six Forks Road, Suite 200 HNTB NORTH CAROLINA, P.C. 28+00 29+00 30+00 31+00 32+00 33+00 34+00 RELATIONSHIP TO PAVEMENT SKETCH OF BRIDGE IN -L- TO SR-1438 LANVALE RD. FOR DRAINAGE DETAILS, SEE SHEET 2D-1 FOR 2:1 SLOPES ROCK PLATING FOR 2:1 SLOPES ROCK PLATING FOR 2:1 SLOPES ROCK PLATING BP3.R004 4 RETAINRETAINRETAINRETAIN REMOVE EL = 5.0' EXCAVATE TO (TYP.) 3'- 6" BE REMOVED MATERIAL TO EL = 5.0' EXCAVATE TO SURVEY = 01-19-2021 NWS EL.= 3.4' -L- STA 26+99.13 END BRIDGE-L- STA 26+26.88 BEGIN BRIDGE ELEV. = 12.36 -L- STA 30+00.00 END GRADE -L- EL = 11.30' PI = 28+50.00 EL = 14.07' PI = 26+70.00 EL = 11.81' PI = 24+75.00 ELEV. = 13.86 -L- STA 22+50.00 BEGIN GRADE -L- BORE PITBORE PIT WATER LINE BORE PITT BORE PITT MATERIAL TO BE REMOVED F F F F F F F F F F F F F F F F F NAD 83/ 2011RETAIN RETAIN SEE DETAIL SLB1 2' BASE DITCH SPECIAL LATERAL RETAIN CC1 SWALE SEE DETAIL TO TIE INTO EX. CHANNEL CHANGE SEE DETAIL TP1 EST 143 SY GEOTEXTILE EST. 97 TONS CL B RIPRAP TOE PROTECTION LIMIT (TYP.) EXCAVATION ********E ******WETLAND DENOTES FILL INFF LEGEND W3 W4 W1 S S SURFACE WATER DENOTES IMPACTS IN E E IN WETLAND DENOTES EXCAVATION W2 ** * * ** * ** * *CLEARING DENOTES MECHANIZED MECHANIZED CLEARING IN WETLANDS = 0.035 Ac / 1516 SF EXCAVATION IN WETLANDS = 0.001 Ac / 30 SF FILL IN WETLANDS = 0.073 Ac / 3199 SF SHEET 2 OF 7 PERMIT DRAWING IMPACTS IN SURFACE WATER WETLANDS EXCAVATION IN FILL IN WETLANDS FILL IN WETLANDS MECHANIZED CLEARING IN WETLANDS = 0.008 Ac / 351 SF EXCAVATION IN WETLANS = 0.002 Ac / 72 SF FILL IN WETLANDS = 0.001 Ac / 13 SF IMPACTS IN SURFACE WATER = 0.005 Ac / 227 SF / 115 LF MECHANIZED CLEARING IN WETLANDS = 0.041 Ac / 1800 SF EXCAVATION IN WETLANDS = 0.030 Ac / 1311 SF FILL IN WETLANDS = 0.034 Ac / 1468 SF MECHANIZED CLEARING IN WETLANDS = 0.008 Ac / 350 SF EXCAVATION IN WETLANDS = 0.013 Ac / 596 SF FILL IN WETLANDS = 0.007 Ac / 297 SF WETLAND & STREAM IMPACTS - ROADWAY SUBMITTED 3/7/22 -1 001 11 12 222 223 3333 33 34 44 44444 44 4444444444 4 455 5555555555 55555 5555555 55 5 5 555 5 555 55 5 5 5 66 666 66 6 666 6 666 6677 7 777 777 77777 7 77788 8 888 8 88 888888 8 8 888 99 9 999 9 9 9999999 999999 910 101010 1010101010 1010 1010 10 101 01010 1010 10 10 10 10 1010101010101010 1010 10101010 10 10101010 10 11 11111111 11 11 11 11111111 111111111111 1111 111112121212 1212 12 121212121212 12 12 1212121212 12 12121212121313 13 131313131313 131313 13 1313 1 3 13 14 14 1414 1414 14141415 15 15 15151515151515 15 1515 151515 15151 6 1616 1616 16 161717 17 171717 17 17171818 18181919 202020 21BRIDGE NO. 181 R/W MON. MON. R/W EIP EIP EIP EIP EIP 24" CMP 24" CMP 24" CMP EIP EIP EIP STURGEON CREEK SR 1437 (OLD FAYETTEVILLE ROAD) 22' BST SR 1437 (OLD FAYETTEVILLE ROAD)22' BST 11 WOODS WOODS WM WV WV CO CO (3) 36" HDP EWOODS WOODS WOODS WOODS WOODS 14' BST14' BST24" C&GRI CEFI ELD BRANCH ST. NESOI LGR CONCCONCWV WV WVWILLE RD. NE10' BSTSOI L10 ' X 70 ' SIGHT TRIANGLE 10' X 70' SIGHT TRIANGLE 10' X 70' SIGHT TRIANGLE 10' X 70' SIGHT TRIANGLE DUKE ENERGY EASEMENTDUKE ENERGY EASEMENTDRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT18" CMP 18" CMP 18" CMP 18" CMP 18" CMP WATER MARKER GAS MARKERS MARKER GAS DURAL G GUYTON TINA B. WALLACE THOMAS L WALLACE PANGIOTA BOUBOULIS NIKOLAOS P BOUBOULIS OLD FAYETTEVILLE ROAD CEMETERY LESSIE C BUTLER BYRON POE BUTLER EDITH WALKER RANDALL JOYCE GRADY ELDRIDGE GRADY TALISMAN INVESTMENTS INC MARJORIE GRAINGER TERRY LEE GRAINGER YULONDA D MOORE ANGELYN P MOORE ALVIN R HUMPHREY SANDRA L SHULL TERESA CRISP, TRUSTEE EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING P RIVA TE R/WE XIS TIN G P RIV A T E R/WE XIS T ING P RIV ATE R/WE XIS TI N G P RIV A T E R/WI G CAMPBELL WILLIE GRAINGER, JR EXISTING R/WEXISTING R/WEXI STI NG R/WEXI STI NG R/WGENERATOR CONTROL PANEL LT W/ BASE METER ELEC WET WELL CONC DI DI DI DI STATION SS LIFT STURGEON CREEKWATER & SEWER, H2GO BRUNSWICK REGIONAL CITY MAINTAINED R/W)(TOWN OF LELAND -HIGHLAND HILLS DR. NE 18' BSTT C T T -L- PT Sta. 24+02.5825 -L-30 -L--L- POT Sta. 33+37.67 -L- POC STA. 22+50.00 BEGIN PROJECT BP3.R004 -L- POT STA. 30+00.00 END PROJECT BP3.R004 (-)0.9100%(+)1.1600% VC = 150' K = 72 (+)1.1600%(-)1.5398% VC = 150' K = 56 (-)1.5398%(+)0.7083% VC = 150' K = 67 V = 40 MPH V = 40 MPH V = 40 MPH DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 25 = 100 = 1050 = 10.2 = 1460 = 12.3 = 12.2 = 01-19-2021 = 3.4 = 1430 CFS = +/- 100 BRIDGE HYDRAULIC DATA EXCAVATION RIP RAP AREA OF NORMAL TO CAP 1.5:1 SLOPE (TYP.) 0 10 20 -10 -20 GV GVSHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/992/23/2022...\17BP.3.R.84_Hyd_prm_PSH4.dgnHNTB30 20 10 030 20 10 020+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 NC License No: C-1554 Raleigh, North Carolina 27609 343 E. Six Forks Road, Suite 200 HNTB NORTH CAROLINA, P.C. 28+00 29+00 30+00 31+00 32+00 33+00 34+00 RELATIONSHIP TO PAVEMENT SKETCH OF BRIDGE IN -L- TO SR-1438 LANVALE RD. FOR DRAINAGE DETAILS, SEE SHEET 2D-1 FOR 2:1 SLOPES ROCK PLATING FOR 2:1 SLOPES ROCK PLATING FOR 2:1 SLOPES ROCK PLATING BP3.R004 4 RETAINRETAINRETAINRETAIN REMOVE EL = 5.0' EXCAVATE TO (TYP.) 3'- 6" BE REMOVED MATERIAL TO EL = 5.0' EXCAVATE TO SURVEY = 01-19-2021 NWS EL.= 3.4' -L- STA 26+99.13 END BRIDGE-L- STA 26+26.88 BEGIN BRIDGE ELEV. = 12.36 -L- STA 30+00.00 END GRADE -L- EL = 11.30' PI = 28+50.00 EL = 14.07' PI = 26+70.00 EL = 11.81' PI = 24+75.00 ELEV. = 13.86 -L- STA 22+50.00 BEGIN GRADE -L- BORE PITBORE PIT WATER LINE BORE PITT BORE PITT MATERIAL TO BE REMOVED F F F F F F F F F F F F F F F F F NAD 83/ 2011RETAIN RETAIN SEE DETAIL SLB1 2' BASE DITCH SPECIAL LATERAL RETAIN CC1 SWALE SEE DETAIL TO TIE INTO EX. CHANNEL CHANGE SEE DETAIL TP1 EST 143 SY GEOTEXTILE EST. 97 TONS CL B RIPRAP TOE PROTECTION LIMIT (TYP.) EXCAVATION ********E ******WETLAND DENOTES FILL INFF LEGEND W3 W4 W1 S S SURFACE WATER DENOTES IMPACTS IN E E IN WETLAND DENOTES EXCAVATION W2 ** * * ** * ** * *CLEARING DENOTES MECHANIZED MECHANIZED CLEARING IN WETLANDS = 0.035 Ac / 1516 SF EXCAVATION IN WETLANDS = 0.001 Ac / 30 SF FILL IN WETLANDS = 0.073 Ac / 3199 SF SHEET 3 OF 7 PERMIT DRAWING IMPACTS IN SURFACE WATER WETLANDS EXCAVATION IN FILL IN WETLANDS FILL IN WETLANDS MECHANIZED CLEARING IN WETLANDS = 0.008 Ac / 351 SF EXCAVATION IN WETLANS = 0.002 Ac / 72 SF FILL IN WETLANDS = 0.001 Ac / 13 SF IMPACTS IN SURFACE WATER = 0.005 Ac / 227 SF / 115 LF MECHANIZED CLEARING IN WETLANDS = 0.041 Ac / 1800 SF EXCAVATION IN WETLANDS = 0.030 Ac / 1311 SF FILL IN WETLANDS = 0.034 Ac / 1468 SF MECHANIZED CLEARING IN WETLANDS = 0.008 Ac / 350 SF EXCAVATION IN WETLANDS = 0.013 Ac / 596 SF FILL IN WETLANDS = 0.007 Ac / 297 SF WETLAND & STREAM IMPACTS - ROADWAY SUBMITTED 3/7/22 BRIDGE NO. 181 R/W MON. MON. R/W EIP EIP EIP EIP EIP 24" CMP 24" CMP 24" CMP EIP EIP EIP STURGEON CREEK SR 1437 (OLD FAYETTEVILLE ROAD) 22' BST SR 1437 (OLD FAYETTEVILLE ROAD)22' BST 11 WOODS WOODS WM WV WV CO CO (3) 36" HDP EWOODS WOODS WOODS WOODS WOODS 14' BST14' BST24" C&GRI CEFI ELD BRANCH ST. NESOI LSOILGR CONCCONCWV WV WVWILLE RD. NE10' BSTSOI L10 ' X 70 ' SIGHT TRIANGLE 10' X 70' SIGHT TRIANGLE 10' X 70' SIGHT TRIANGLE 10' X 70' SIGHT TRIANGLE DUKE ENERGY EASEMENTDUKE ENERGY EASEMENTDRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT18" CMP 18" CMP 18" CMP 18" CMP 18" CMP 18" CMP WATER MARKER GAS MARKERS MARKER GAS DURAL G GUYTON TINA B. WALLACE THOMAS L WALLACE PANGIOTA BOUBOULIS NIKOLAOS P BOUBOULIS OLD FAYETTEVILLE ROAD CEMETERY LESSIE C BUTLER BYRON POE BUTLER EDITH WALKER RANDALL JOYCE GRADY ELDRIDGE GRADY TALISMAN INVESTMENTS INC MARJORIE GRAINGER TERRY LEE GRAINGER YULONDA D MOORE ANGELYN P MOORE ALVIN R HUMPHREY SANDRA L SHULL TERESA CRISP, TRUSTEE EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING P RIVA TE R/WE XIS TIN G P RIV A T E R/WE XIS T ING P RIV ATE R/WE XIS TI N G P RIV A T E R/WI G CAMPBELL WILLIE GRAINGER, JR EXISTING R/WEXISTING R/WEXI STI NG R/WEXI STI NG R/WGENERATOR CONTROL PANEL LT W/ BASE METER ELEC WET WELL CONC DI DI DI DI DI STATION SS LIFT TO SR-1472 VILLAGE RD.STURGEON CREEKWATER & SEWER, H2GO BRUNSWICK REGIONAL CITY MAINTAINED R/W)(TOWN OF LELAND -HIGHLAND HILLS DR. NE 18' BSTT C T T -L- PT Sta. 24+02.5825 -L-30 -L--L- POT Sta. 33+37.67 -L- POC STA. 22+50.00 BEGIN PROJECT BP3.R004 -L- POT STA. 30+00.00 END PROJECT BP3.R004 (-)0.9100%(+)1.1600% VC = 150' K = 72 (+)1.1600%(-)1.5398% VC = 150' K = 56 (-)1.5398%(+)0.7083% VC = 150' K = 67 V = 40 MPH V = 40 MPH V = 40 MPH DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 25 = 100 = 1050 = 10.2 = 1460 = 12.3 = 12.2 = 01-19-2021 = 3.4 = 1430 CFS = +/- 100 BRIDGE HYDRAULIC DATA EXCAVATION RIP RAP AREA OF NORMAL TO CAP 1.5:1 SLOPE (TYP.) REM 0 10 20 -10 -20 GV GVSHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/992/23/2022...\17BP.3.R.84_Hyd_prm_PSH4_HC_only.dgnHNTB30 20 10 030 20 10 020+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 NC License No: C-1554 Raleigh, North Carolina 27609 343 E. Six Forks Road, Suite 200 HNTB NORTH CAROLINA, P.C. 28+00 29+00 30+00 31+00 32+00 33+00 34+00 RELATIONSHIP TO PAVEMENT SKETCH OF BRIDGE IN -L- TO SR-1438 LANVALE RD. FOR DRAINAGE DETAILS, SEE SHEET 2D-1 FOR 2:1 SLOPES ROCK PLATING FOR 2:1 SLOPES ROCK PLATING FOR 2:1 SLOPES ROCK PLATING BP3.R004 4 RETAINRETAINRETAINRETAIN REMOVE EL = 5.0' EXCAVATE TO (TYP.) 3'- 6" BE REMOVED MATERIAL TO EL = 5.0' EXCAVATE TO SURVEY = 01-19-2021 NWS EL.= 3.4' -L- STA 26+99.13 END BRIDGE-L- STA 26+26.88 BEGIN BRIDGE ELEV. = 12.36 -L- STA 30+00.00 END GRADE -L- EL = 11.30' PI = 28+50.00 EL = 14.07' PI = 26+70.00 EL = 11.81' PI = 24+75.00 ELEV. = 13.86 -L- STA 22+50.00 BEGIN GRADE -L- BORE PITBORE PIT MATERIAL TO BE REMOVED BORE PITT WATER LINE BORE PITT F F F F F F F F F F F F F F F F F NAD 83/ 2011RETAIN RETAIN SEE DETAIL SLB1 2' BASE DITCH SPECIAL LATERAL RETAIN CC1 SWALE SEE DETAIL TO TIE INTO EX. CHANNEL CHANGE SEE DETAIL TP1 EST 143 SY GEOTEXTILE EST. 97 TONS CL B RIPRAP TOE PROTECTION LIMIT (TYP.) EXCAVATION LEGEND CLEARING DENOTES HANDHCHC W3 W4 W1 SHEET 4 OF 7 PERMIT DRAWING HAND CLEARING IN WETLANDS = 0.020 Ac / 872 SF HAND CLEARING IN WETLANDS = 0.048 Ac / 2088 SF HAND CLEARING IN WETLANDS = 0.007 Ac / 305 SF WETLAND & STREAM IMPACTS - UTILITIES SUBMITTED 3/7/22 -1 001 11 12 222 223 3333 33 34 44 44444 44 4444 4444444 4 455 5555555555 55555 5555555 55 5 5 555 5 555 5 5 5 66 666 6666 666 6 666 667 7 777 7777 77777 7 77788 8 888 8 88 888888 8 8 888 99 9 999 9 9 9999999 9999999 9910 101010 1010101010 1010 1010 10 1 0 101 01010 1010 10 10 10 10 1010101010101010 1010 10101010 10 1010101010 10 11 11111111 11 11 11 11 11111111 111111111111 1111 11111112121212 1212 12 121212121212 12 12 1212121212 12 1212121212131313 13 131313131313 131313 13 1313 1 3 13 14 14 1414 1414 1414141414 15 15 15 15 15151515151515 15 1515 151515 15151 6 1616 1616 16 161717 17 171717 17 17171818 18181919 202020 21BRIDGE NO. 181 R/W MON. MON. R/W EIP EIP EIP EIP EIP 24" CMP 24" CMP 24" CMP EIP EIP EIP STURGEON CREEK SR 1437 (OLD FAYETTEVILLE ROAD) 22' BST SR 1437 (OLD FAYETTEVILLE ROAD)22' BST 11 WOODS WOODS WM WV WV CO CO (3) 36" HDP EWOODS WOODS WOODS WOODS WOODS 14' BST14' BST24" C&GRI CEFI ELD BRANCH ST. NESOI LSOILGR CONCCONCWV WV WVWILLE RD. NE10' BSTSOI L10 ' X 70 ' SIGHT TRIANGLE 10' X 70' SIGHT TRIANGLE 10' X 70' SIGHT TRIANGLE 10' X 70' SIGHT TRIANGLE DUKE ENERGY EASEMENTDUKE ENERGY EASEMENTDRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT18" CMP 18" CMP 18" CMP 18" CMP 18" CMP 18" CMP WATER MARKER GAS MARKERS MARKER GAS DURAL G GUYTON TINA B. WALLACE THOMAS L WALLACE PANGIOTA BOUBOULIS NIKOLAOS P BOUBOULIS OLD FAYETTEVILLE ROAD CEMETERY LESSIE C BUTLER BYRON POE BUTLER EDITH WALKER RANDALL JOYCE GRADY ELDRIDGE GRADY TALISMAN INVESTMENTS INC MARJORIE GRAINGER TERRY LEE GRAINGER YULONDA D MOORE ANGELYN P MOORE ALVIN R HUMPHREY SANDRA L SHULL TERESA CRISP, TRUSTEE EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING P RIVA TE R/WE XIS TIN G P RIV A T E R/WE XIS T ING P RIV ATE R/WE XIS TI N G P RIV A T E R/WI G CAMPBELL WILLIE GRAINGER, JR EXISTING R/WEXISTING R/WEXI STI NG R/WEXI STI NG R/WGENERATOR CONTROL PANEL LT W/ BASE METER ELEC WET WELL CONC DI DI DI DI DI STATION SS LIFT TO SR-1472 VILLAGE RD.STURGEON CREEKWATER & SEWER, H2GO BRUNSWICK REGIONAL CITY MAINTAINED R/W)(TOWN OF LELAND -HIGHLAND HILLS DR. NE 18' BSTT C T T -L- PT Sta. 24+02.5825 -L-30 -L--L- POT Sta. 33+37.67 -L- POC STA. 22+50.00 BEGIN PROJECT BP3.R004 -L- POT STA. 30+00.00 END PROJECT BP3.R004 (-)0.9100%(+)1.1600% VC = 150' K = 72 (+)1.1600%(-)1.5398% VC = 150' K = 56 (-)1.5398%(+)0.7083% VC = 150' K = 67 V = 40 MPH V = 40 MPH V = 40 MPH DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 25 = 100 = 1050 = 10.2 = 1460 = 12.3 = 12.2 = 01-19-2021 = 3.4 = 1430 CFS = +/- 100 BRIDGE HYDRAULIC DATA EXCAVATION RIP RAP AREA OF NORMAL TO CAP 1.5:1 SLOPE (TYP.) REM 0 10 20 -10 -20 GV GVSHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/992/23/2022...\17BP.3.R.84_Hyd_prm_PSH4_HC_only.dgnHNTB30 20 10 030 20 10 020+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 NC License No: C-1554 Raleigh, North Carolina 27609 343 E. Six Forks Road, Suite 200 HNTB NORTH CAROLINA, P.C. 28+00 29+00 30+00 31+00 32+00 33+00 34+00 RELATIONSHIP TO PAVEMENT SKETCH OF BRIDGE IN -L- TO SR-1438 LANVALE RD. FOR DRAINAGE DETAILS, SEE SHEET 2D-1 FOR 2:1 SLOPES ROCK PLATING FOR 2:1 SLOPES ROCK PLATING FOR 2:1 SLOPES ROCK PLATING BP3.R004 4 RETAINRETAINRETAINRETAIN REMOVE EL = 5.0' EXCAVATE TO (TYP.) 3'- 6" BE REMOVED MATERIAL TO EL = 5.0' EXCAVATE TO SURVEY = 01-19-2021 NWS EL.= 3.4' -L- STA 26+99.13 END BRIDGE-L- STA 26+26.88 BEGIN BRIDGE ELEV. = 12.36 -L- STA 30+00.00 END GRADE -L- EL = 11.30' PI = 28+50.00 EL = 14.07' PI = 26+70.00 EL = 11.81' PI = 24+75.00 ELEV. = 13.86 -L- STA 22+50.00 BEGIN GRADE -L- BORE PITBORE PIT MATERIAL TO BE REMOVED BORE PITT WATER LINE BORE PITT F F F F F F F F F F F F F F F F F NAD 83/ 2011RETAIN RETAIN SEE DETAIL SLB1 2' BASE DITCH SPECIAL LATERAL RETAIN CC1 SWALE SEE DETAIL TO TIE INTO EX. CHANNEL CHANGE SEE DETAIL TP1 EST 143 SY GEOTEXTILE EST. 97 TONS CL B RIPRAP TOE PROTECTION LIMIT (TYP.) EXCAVATION LEGEND CLEARING DENOTES HANDHCHC W3 W4 W1 SHEET 5 OF 7 PERMIT DRAWING HAND CLEARING IN WETLANDS = 0.020 Ac / 872 SF HAND CLEARING IN WETLANDS = 0.048 Ac / 2088 SF HAND CLEARING IN WETLANDS = 0.007 Ac / 305 SF WETLAND & STREAM IMPACTS - UTILITIES SUBMITTED 3/7/22 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 60 6565 65 7070 70 7575 75 12.35EX R/WEX R/WWLB WLB 2:1 0.0250.004 2:111.8712.27 11.99 EX R/WEX R/WWLB 3:1 0.0250.025 3:111.7112.12 11.95 EX R/WEX R/WWLB 3:1 0.0250.03211.70 BRANCH ST.RICEFIELD5 510 1015 15 5 10 15 25+00.0000 5 5 10 10 15 15 28+00.0000 2.5 5 2/16/2022...\17BP.3.R.84_Hyd_prm_xpl.dgnHNTB8/23/99PROJ. REFERENCE NO.SHEET NO.0 SHEET 6 OF 7 PERMIT DRAWING 29+00.0000 5 10 15 SUBMITTED 3/7/22 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 Stream No.(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 Sta. 23+10 to Sta. 29+94 24" CORED SLAB BRIDGE 0.115 0.046 0.092 0.005 115.000 1 L Sta. 23+24 to Sta. 27+06 OVER HEAD POWER LINE RELOCATION 0.075 TOTALS*:0.115 0.046 0.092 0.075 0.005 115 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb SHEET 7 OF 7 WETLAND AND SURFACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Brunswick 181 BP3.R004 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 2/23/2022 - Permanent Fill in Wetlands: 4977 SF - Excavation in Wetlands: 2009 SF - Mechanized Clearing in Wetlands: 4017 SF - Hand Clearing in Wetlands: 3265 SF - Impacts in Surface Water: 227 SF - 103 linear feet of stream channel will be relocated. SUBMITTED 3/7/22