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Home My WebLink About20171190 Ver 1_Build Maps_20170919 (2)(Version 2.07; Released October 2016)SF-530072TIP No.:17.BP.2.R.72County(ies):Lenoir Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future:Year: Existing:Year:Aquatic T&E Species?NoComments:YesNoNoWetlands within Project Limits?Swamp Waters (Sw) NoneSupplemental Classification: Nutrient Sensitive Waters (NSW)Residential, Agricultural, UndevelopedBear Creek27-72-(0.1)a0.4650 feetProject DescriptionProposed ProjectNeuseRiver Basin(s): City/Town:0.4Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nohfyeung@ncdot.govAddress:8/18/2017LenoirLa Grange, NCHon YeungRaleigh, NC 27610WBS Element:Bridge ReplacementWBS Element:Richard A. Moore, PE, McKim & CreedNCDOT Contact:252-439-2800Wilmington, NC 28401Contractor / Designer:910-343-1048243 North Front StreetNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1020 Birch Ridge DriveAddress:General Project Information17.BP.2.R.72SF-530072Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)This bridge replacement project is located northwest of La Grange, NC and is in the Neurse River Basin. The total project length is 650 feet along the existing SR1502 roadway alignment. The project is located within a 16.2 square mile Bear Creek drainage area which has a classification of C;Sw,NSW. The project's drainage system consists of four (4) proposed catch basins that direct runoff to the creek through a pipe network to an outfall. A rip rap pad is proposed at the pipe outlet to provide diffuse flow before runoff enters Buffer Zone 2. The outfall and rip rap pad are located on the upstream side of the bridge and outside of the buffer zones.NeuseBuffer Rules in Effect:N/ANoneThe bridge replacement is proposed to be a two (2) span 21" cored slab bridge: 1 @ 50' and 1 @ 25'. The replacement will be along the current existing roadway alignment in the same location. 30'-0" bridge width with 27'-10" clear roadway. 2-10' lanes 0.5% slope with 3'-11" shoulder.Waterbody InformationNCDWR 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.The existing bridge has an asphalt wearing surface on a reinforced concrete deck with three (3) spans: 1 @ 18'-7", 1 @ 18'-3" and 1 @ 18'-7". The bridge deck is supported by I-beams on end bents and interior bents made of reinforced concrete caps on timber piles.N/Aramoore@mckimcreed.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) 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 14+48 to 15+23 21" CORED SLAB BRIDGE < 0.01 31 TOTALS*: < 0.01 0 31 0*Rounded totals are sum of actual impactsNOTES:Revised 2016 09 09SHEET 1OF 1 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSLENOIRSF-53007217BP.2.R.72NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS08/18/2017 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 STATE PROJECT NO. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 2012 STANDARD SPECIFICATIONS 1 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$P.E. SIGNATURE: P.E. SIGNATURE: P.E.CONTRACT: HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER PLANS PREPARED BY: LICENSE NO. F-0669 NC LICENSE #F-1222 TEL. (910) 343-1048 FAX. (910) 790-8282 WILMINGTON, NORTH CAROLINA 28401 243 NORTH FRONT STREET GRAPHIC SCALES 25 50 10050 25 50 10050 5 10 20 10 0 0 0 PROFILE (HORIZONTAL) PLANS PROFILE (VERTICAL) 0 00 RIGHT OF WAY DATE: LETTING DATE: PROJECT ENGINEER HYDRAULIC ENGINEER NCDOT BRIDGE PROGRAM MANAGER $$DATE$$DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE 17BP.2.R.72 TIP PROJECT: 17BP.2.R.72www.mottmac.com\americas (919) 552-2254 (Fax) (919) 552-2253 Fuquay-Varina, NC 27526 PO Box 700 DIVISION 2 LENOIR-WAYNE COUNTIES LOCATION: BRIDGE NO. 72 OVER BEAR CREEK ON SR 1502 (FRINK SCHOOL ROAD) Prepared in the Office of Mott MacDonald for TOTAL LENGTH TIP PROJECT = 0.152 MILES LENGTH STRUCTURE TIP PROJECT = 0.014 MILES LENGTH ROADWAY TIP PROJECT = 0.138 MILES DAVID C. WALLER, PE RICHARD MOORE, PE V = 55 MPH T = 6% ADT 2025 = ? ADT 2011 = 390 SUB REGIONAL TIER LOCAL FUNCIONAL CLASS. = 17BP.2.R.72 AUGUST 23, 2017 DECEMBER 20, 2017 HON YEUNG, PE SITE 1 SHEET 1 OF 7 PERMIT DRAWING WETLAND AND SURFACE WATER IMPACTS PERMITVICINITY MAP (NOT TO SCALE) OFF-SITE DETOUR 1505 1506 1502 Harrison Farm Rd. Frink Sc h o ol Rd.Maynard H i cksRd. Shadetown 903 903 LENOIR COUNTY GREENE COUNTY WAYNE COUNTYLENOIR COUNTYGREENE COUNTYWAYNE COUNTY1714 1718 1715 1805 JesseJackson St. La gra n ge R d.Par kst ownRd. Guy SmithRd. Sams Ln.Ros aLn. Parkstown 1715 1130 1130 1131 Parksto wn R d . Jason Rd H illtop Pa th Pepper Path Jason LIMITS PROJECT 17BP.2.R.72 BEAR CREEKBEAR CREEKWAYNE COUNTYLENOI R COUNTYDETERMINED BY PHYSICAL OR PAROLE EVIDENCE THE HISTORIC HIGH WATER MARK COULD NOT BE -L- POT STA. 10+00.00 BEGIN PROJECT 17BP.2.R.72 -L- POT STA. 18+00.00 END PROJECT 17BP.2.R.72 GRAU-350 GRAU-350 GRAU -350 GRAU -350 B-77 B-77 B-77 B-77 8:1 8:1 8:18:1 530072_Hyd_prm_wet_sht1.dgn 8/18/2017 2:39:13 PM PI Sta 13+58.75 D L = 101.16' T = 50.58' R = 2,860.00' PI Sta 16+32.39 D L = 159.79' T = 80.01' R = 1,200.00' -L- = L 10 11 12 13 14 15 16 17 18 19 20 50 60 70 80 90 STA. 18+00.00 END GRADE GP ELEV. = 82.96 1 @ 50', 1 @ 25'; SKEW 90 W/4' DEEP CAPS 2 SPAN 21" CORED SLAB BRIDGE C STA. 14+85.75 -L- 80 50 60 70 90 (SEE DETAIL, SHEET 2) MILLING* ** PI = 11+00.00 EL = 79.34' (-)0.3000%(+)1.9648% VC = 200' K = 88 PI = 13+25.00 EL = 83.76' (+)1.9648%(-)0.5000% VC = 246' K = 100 PI = 16+00.00 EL = 82.39' (-)0.5000%(-)1.0400% VC = 150' V = 45 MPH V = 50 MPH V = 65 MPH K = 278 TB 2GI 42" 18"15"TB 2GI 15"TB 2GI 15"15"BEAR CREEKBEAR CREEK42" CMP INV.=71.21'INV.=71.19'WAYNE COUNTYLENOI R COUNTYFRINK SCHOOL RD. SR 1502 18' BST LA GRANGE RD . SR 1715 18' BST ANN H. BATT SHIRLEY SUTTON DETERMINED BY PHYSICAL OR PAROLE EVIDENCE THE HISTORIC HIGH WATER MARK COULD NOT BE VANDER WADE JR. BUTTERBALL, LLC 18" CMP IN SURFACE WATERS DENOTES TEMPORARY IMPACTSNAD 8 3/ NA 2 0 11 SUPERELEVATION 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 BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 25 = 1330 = 78.7 = 2260 = 100 = 80.3 = 1840 = 50 = 79.6 = 70.9 = 10-05-2016 $$$$USERNAME$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$SYSTIME$$$$$$$DATE$$PROJECT REFERENCE INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.2.R.72 - LENOIR 72 Office of: Prepared in the 0 10'025'25'50'5'5' VERTICAL SCALE HORIZONTAL SCALE LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com/americas NC LICENSE #F-1222 TEL. (910) 343-1048 FAX. (910) 790-8282 WILMINGTON, NORTH CAROLINA 28401 243 NORTH FRONT STREET SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 2 2 3 4 1 CLEARING MECH. SITE 1 SITE 1 SHEET 2 OF 7 PERMIT DRAWING IMPACTS WETLAND 0 SF CLEARING MECH. SITE 1 IMPACTS WETLAND 0 SF CLEARING MECH. SITE 1 IMPACTS WETLAND 0 SF CLEARING MECH. SITE 1 IMPACTS WETLAND 0 SF -L- BEGIN GRADE STA. 10+00.00 EL = 79.64 EL = 80.31 TB 2GI 30' RT +50 -L- 49' LT +45 -L- 50' LT +65 -L- 77' LT +50 -L- 83' LT +50 -L- 30' LT +50 -L- 00' LT +58 -L- 00' LT +58 -L- 68' LT +50 -L- 104' LT +65 -L- 30' LT +00 -L- 55' RT +50 -L- 64' RT +50 -L- 65' RT +00 -L- 71' RT +50 -L- 66' RT +06 -L- 45' RT +00 -L- 30' RT +50 -L- 530072_Hyd_prm_wet_sht2&3.dgn 8/18/2017 2:40:42 PM 697070707070 707171 7171717272 7272727273737373737373 747474747474747474 7 4 747474 7474757575 757575757575757575 75 757575757 5 7 5 75757575757575 75 75 75 7 57575 757575 7575 76767676767676767 676 76767676 76767676767676 767676 767676 76 76 777777777777777777777777 777777 77 777777777777777777777777 77 777777777777 77 777777 77777777 78787878 787878 78 787878 78 7878787 8 78787878787878 79797979 79 79 79 797979 797979 7979797 9 797979808 0808080 80808080 80 80 8080 80808080808080 8080818181 81 81818182828282 8282838383838484858586PI Sta 13+58.75 D L = 101.16' T = 50.58' R = 2,860.00' PI Sta 16+32.39 D L = 159.79' T = 80.01' R = 1,200.00' -L- = L 10 11 12 13 14 15 16 17 18 19 20 50 60 70 80 90 STA. 18+00.00 END GRADE GP ELEV. = 82.96 1 @ 50', 1 @ 25'; SKEW 90 W/4' DEEP CAPS 2 SPAN 21" CORED SLAB BRIDGE C STA. 14+85.75 -L- 80 50 60 70 90 (SEE DETAIL, SHEET 2) MILLING* ** PI = 11+00.00 EL = 79.34' (-)0.3000%(+)1.9648% VC = 200' K = 88 PI = 13+25.00 EL = 83.76' (+)1.9648%(-)0.5000% VC = 246' K = 100 PI = 16+00.00 EL = 82.39' (-)0.5000%(-)1.0400% VC = 150' V = 45 MPH V = 50 MPH V = 65 MPH K = 278 TB 2GI 42" 18"15"TB 2GI 15"TB 2GI 15"15"BEAR CREEKBEAR CREEK42" CMP INV.=71.21'INV.=71.19'WAYNE COUNTYLENOI R COUNTYFRINK SCHOOL RD. SR 1502 18' BST LA GRANGE RD . SR 1715 18' BST ANN H. BATT SHIRLEY SUTTON DETERMINED BY PHYSICAL OR PAROLE EVIDENCE THE HISTORIC HIGH WATER MARK COULD NOT BE VANDER WADE JR. BUTTERBALL, LLC 18" CMP IN SURFACE WATERS DENOTES TEMPORARY IMPACTSNAD 8 3/ NA 2 0 11 SUPERELEVATION 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 BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 25 = 1330 = 78.7 = 2260 = 100 = 80.3 = 1840 = 50 = 79.6 = 70.9 = 10-05-2016 $$$$USERNAME$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$SYSTIME$$$$$$$DATE$$PROJECT REFERENCE INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.2.R.72 - LENOIR 72 Office of: Prepared in the 0 10'025'25'50'5'5' VERTICAL SCALE HORIZONTAL SCALE LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com/americas NC LICENSE #F-1222 TEL. (910) 343-1048 FAX. (910) 790-8282 WILMINGTON, NORTH CAROLINA 28401 243 NORTH FRONT STREET SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 2 2 3 4 1 CLEARING MECH. SITE 1 SITE 1 SHEET 3 OF 7 PERMIT DRAWING IMPACTS WETLAND 0 SF CLEARING MECH. SITE 1 IMPACTS WETLAND 0 SF CLEARING MECH. SITE 1 IMPACTS WETLAND 0 SF CLEARING MECH. SITE 1 IMPACTS WETLAND 0 SF -L- BEGIN GRADE STA. 10+00.00 EL = 79.64 EL = 80.31 TB 2GI 30' RT +50 -L- 49' LT +45 -L- 50' LT +65 -L- 77' LT +50 -L- 83' LT +50 -L- 30' LT +50 -L- 00' LT +58 -L- 00' LT +58 -L- 68' LT +50 -L- 104' LT +65 -L- 30' LT +00 -L- 55' RT +50 -L- 64' RT +50 -L- 65' RT +00 -L- 71' RT +50 -L- 66' RT +06 -L- 45' RT +00 -L- 30' RT +50 -L- 530072_Hyd_prm_wet_sht2&3.dgn 8/18/2017 2:40:11 PM TB 2GI 42" 18"15"TB 2GI 15"TB 2GI 15"15"BEAR CREEKBEAR CREEKWAYNE COUNTYLENOI R COUNTYDETERMINED BY PHYSICAL OR PAROLE EVIDENCE THE HISTORIC HIGH WATER MARK COULD NOT BE VANDER WADE JR. IN SURFACE WATERS DENOTES TEMPORARY IMPACTS SITE 1 123 SF SITE 1 DIVISION OF HIGHWAYS 8/18/17 NCDOT LENOIR COUNTY PROJECT: 17BP.2.R.72 (SF-530072) BEAR CREEK ON SR 1502 OVER REPLACE BRIDGE #072PLAN VIEW SHEET 4 OF 7 PERMIT DRAWING NAD 8 3/ NA 2 0 11 IMPACTS STREAM WATER SURFACE TEMP. WATER SURFACE TEMP. WATER SURFACE PERM. 0 LF WATER SURFACE PERM. 0 SF31 LF 50'0' GRAPHIC SCALE 50' CLEARING MECH. SITE 1 IMPACTS WETLAND 0 SF CLEARING MECH. SITE 1 IMPACTS WETLAND 0 SF CLEARING MECH. SITE 1 IMPACTS WETLAND 0 SF CLEARING MECH. SITE 1 IMPACTS WETLAND 0 SF TB 2GI 50' LT +65 -L- 77' LT +50 -L- 83' LT +50 -L- 00' LT +58 -L- 104' LT +65 -L- 65' RT +00 -L- 71' RT +50 -L- 66' RT +06 -L- 45' RT +00 -L- 530072_Hyd_prm_wet_sht4.dgn 8/18/2017 2:41:43 PM LENOIR COUNTY, NC BRIDGE #072 BRIDGE #072 NOT TO SCALE $FILEL$ $(USERNAME)$ $DATE$ VICINITY NOT TO SCALE MAP LENOIR COUNTY PROJECT: 17BP.2.R.72 (SF-530072) DIVISION OF HIGHWAYS NCDOT NORTH CAROLINA 8/18/17 BEAR CREEK ON SR 1502 OVER REPLACE BRIDGE #072 SHEET 5 OF 7 PERMIT DRAWING 530072_Hyd_prm_wet_sht5.dgn 8/18/2017 2:49:19 PM LENOIR COUNTY PROJECT: 17BP.2.R.72 (SF-530072) REPLACE BRIDGE #072MAP USGS NOT TO SCALE SITE $FILEL$ $(USERNAME)$ $DATE$ N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS BEAR CREEK ON SR 1502 OVER SHEET 6 OF 7 PERMIT DRAWING DBRIDGE #072 ON SR1502 530072_Hyd_prm_buf_sht6.dgn 8/18/2017 2:31:44 PM NAMES AND ADDRESSES PARCEL NO. PROJECT: 17BP.2.R.72 (SF-530072) LENOIR COUNTY REPLACE BRIDGE #072 ON SR 1502 OVER $FILEL$ $(USERNAME)$ $DATE$ PROPERTY OWNERS NAMES ADDRESSES NCDOT DIVISION OF HIGHWAYS 8/18/17 LA GRANGE, NC 28551 424 LA GRANGE ROADSHIRLEY SUTTON4 ATLANTIC BEACH, NC 28512 128 BOWEN ST ANN H. BATT3 GARNER, NC 27529 ONE BUTTERBALL LANE BUTTERBALL, LLC2 LAGRANGE, NC 28551 5326 FRINK SCHOOL RDVANDER WADE JR.1 BEAR CREEK SHEET 7 OF 7 PERMIT DRAWING 530072_Hyd_prm_buf_sht7.dgn 8/18/2017 2:34:57 PM