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Home My WebLink About20191467 Ver 1_B5323_PermitDrawings_20191101 UPDATED FINAL_20191105 I iigii'v iiyill North Carolina Department of Transportation Sion Highway Stormwater Program 11 STORMWATER MANAGEMENT PLAN ' '' (Version 2.08;Released April 2018) FOR NCDOT PROJECTS WBS Element: 46037.1.1 TIP No.: B-5323 County(ies): Granville Page 1 of 1 General Project Information WBS Element: 46037.1.1 TIP Number: B-5323 Project Type: Bridge Replacement Date: 1/31/2019 NCDOT Contact: Galen Cail,PE Contractor/Desi ner: Reid Robol,PE-VHB Address: 1000 Birch Ridge Drive Address: 940 Main Campus Drive,Suite 500 Raleigh,NC 27610 Raleigh,NC 27606 Phone: 919-707-6711 Phone: 919-754-5005 Email:gcail@o.ncdot.gov Email: rrobol@vhb.com City/Town: County(ies): Granville River Basin(s): Roanoke I CAMA County? No Wetlands within Project Limits? No Project Description r Project Length(lin.miles or feet): 0.132 miles I Surrounding Land Use: (Primarily agricultural land and rural residential. • Proposed Project Existing Site • Project Built-Upon Area(ac.) 0.5 ac. 0.3 ac. Typical Cross Section Description: 2 @ 11'lanes,4'shoulders 2 @ 9'lanes Annual Avg Daily Traffic(veh/hr/day): Design/Future: 1040 Year:2025 Existing: 520 Year: 2013 General Project Narrative: State project B-5323 involves the replacement of the existing NCDOT Bridge#143 on SR 1442 over John H.Kerr Reservoir.Bridge#143 consists of 1 @34.9',1 @45',1 @35', (Description of Minimization of Water 1@44.9'timber floor on I-Beams with timber caps and piles.The proposed bridge consists of 2@45',2@55'21"cored slab with 4'-0"caps.The effective FEMA floodplain Quality Impacts) mapping indicates that the proposed crossing is located in Zone AE and was studied by Limited Detail Study methods.No deck drains are required for the bridge. w Surface Water Body(1): John H.Kerr Reservoir NCDWR Stream Index No.: 23-2-(6) NCDWR Surface Water Classification for Water Body Primary Classification: Class B Supplemental Classification: None Other Stream Classification: None Impairments: mercury(Hg) Aquatic T&E Species? No Comments: NRTR Stream ID: Johnson Creek(Kerr Lake) Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) 09/08/99 0 (n 01 w 01 0- 0_ 0 (V n'1 01 m (0 c 3 0 L 0 0- 0 0) E 0 0 L 0 w 01 01 0- w o_ 0 U L 7 Q L� o M . L - 0'O PROJECT: B VA 723 VA 727 Shlney Rock Road HRoaid0 Road VA 725 Williamson Road VIRGINIA 1441 1442 1443 NORTH CAROLINA Propus Dave Winston Harry Davis Wilkerson Road Road Road EN 1451 ' 'OJECT Jack ancey L/ Road I ^ 1444 / \Williamson I Rd Road 1454 RO - eorge Ruff — 11431 1442 Road 1443 f Grassy Dave Winston Harry Davis Creek Road Road 1443 Road 1431 Grassy Creek Road 1437 Charlie Winston Road Grass Creek 1445 Herbert 1448 Pittard Road Spew Marrotu Q•eek Harry Davis Road 1446 Tilly Road 1445 Herbert Faucette Road Road °� VICINITY MAP OFF DETOUR -SITE See Sheet 1A For Index of Sheets See Sheet 1B For Conventional Symbols 00.5V Rpl SR ORE ,5 5{ f�OR ATE OF NORTH CAROLINA DIVISION OF HIGHWAYS GRANVILLE COUNTY LOCATION: BRIDGE NO. 143 OVER JOHNSON CREEK ON SR 1442 (DAVE WINSTON RD.) PERMIT DRAWING SHEET 1 OF 5 TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. B-5323 1 STATE PROD. NO P.A.PROJ. NO DESCRIPTION 46037.1.1 N/A PE 17BP.5.R.92 N/A ROW 17BP.5.R.92 WA UTILITIES 17BP.5.R.92 N/A CONSTRUCTION WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN TIP PROJECTI.3,B-5323 -L- POC Sta.Il+00.00 lµa � Wly�i D j SR /442 AVE WINSTON RDJ JOHN H KERR RESERVOIR IS 1 �3A BEGIN L i BEG/ PC SYa.IO+b0Ll0 ki lt,l�� 053+64.69 SITE 1 MI. JOHN H KERR RESERVOIR END -L- 4 „-gEND--C4SSTRUCT/ON -L- POT Sta.20+00.00 \---- �� i�1, DAVE w -- - H I�9L END TIP PROJECT B-5323 -L- POT Sta.18+00.00 CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. . THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. TO VIRGINIA DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Offices of: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH 50 25 0 50 100 2018 ADT 450 VPD LENGTH ROADWAY TIP PROJECT B-5323 = 0.095 mi. -7ASTEWART vssw . reiroo ihb VHB Engineering NC, P.C.(C-3705) 940 Main Campus Drrve, SURe 500 IF moRr 1 1 1 " = LENGTH STRUCTURES TIP PROJECT B-53230.038 mi. .iisimxsiso°03 .....m.eni.,.mm BaieaHcnwe� 2038 ADT = 900 VPD = PLANS V 60 MPH TOTAL LENGTH TIP PROJECT B-5323 = 0.133 mi. 2018 STANDARD SPECIFICATIONS P.E. 7 RIGHT OF WAY DATE: ANDY YOUNG, PE SIGNATURE: ® RE 50 25 0 50 100 CLASS = RURAL OCTOBER 31, 2018 PROJECT ENGINEER ROADWAY DESIGN ENGINEER >A ■ LOCAL a PROFILE HORIZONTAL ( ) SUBREGIONAL TIER RIGHT OF WAY MICHAEL BURNS, PE � �� 10 5 0 10 20 COMPLETE: PROJECT DESIGN ENGINEER ® i PA LISA GILCHRIST El LETTING DATE: NCDOT CONTACT PROFILE (VERTICAL) FEBRUARY 3, 2020 J` P.E. SIGNATURE: /l J -L- PROJECT REFERENCE NO. SHEET NO. B-5323 4 REVISIONS 50,TA?ER PI Sta I0+53.32 PI Sta I1+69.00 0 = 8' 08' 01.4' (RT) A = TOO' 58.5' (RT) D = 7' 38' 220' D = 5' 37' 020' L = 106.47' L = 124.9/' T = 53.32' T = 62.53' R = 750.00' R = 1,020.00' Se = Exlst. Se = 4% Runoff = 100' VD = 50 MPH r„, BM-1 m DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER BL-4 US ARMY CORPS OF ENGINEERS NO REFERENCE BEGIN TIP PROJECT B-5323 -L- POC Sta./I+00.00 BEGIN CONSTRUCTION -L- PC Sta.10+00.00 WOODS US ARMY CORPS OF ENGINEERS NO REFERENCE ROCK PLATING FROM STA 11+50 TO STA 13+66 LT SEE SHEET 3G-1 45' WIDE BARGE LANDING AREA PAVEMENT -BRIDGE RELATIONSHIP SKETCH E-L-ND 1OZ 1 I Sto.13+6469 TYPE -Ill T T T T T T ..� Si' in TYPE -III St J 15fb —END SBG +87.00 LT T T T T T - I' --IN gr,' j' °I y I 03* I 7 / N 27'03'3 'E 1 n 45, .O . ` Ng O • No N rI. LI r, N 1 1 1 1 1 1 J. TYPE APPROACH III SLAB u TYPE -III +8N7DA0 RT SBEGIN -L- 5to.13+,S3B/ END WPROKH SLAB NOTE: NOT TO SCALE W LN NOTE: 'EASEMENT FOR RIGHT-OF-WAY LINES' WERE TAKEN FROM AN EXHIBIT 'A' BEING AN UNRECORDED AND UNCERTIFIED MAP BY W. F. COOKE, JR. ENTITLED 'N.C. STATE HIGHWAY COMMISSION JONATHAN CREEK KERR RESERVOIR' AND DATED OCTOBER, 1959 AND REFERENCED IN U.S. ARMY CORPS OF ENGINEERS INSTRUMENT NUMBER DA-44-II0-CIVENG-60-125 LINES WERE PARTIALLY COMPUTED AND PARTIALLY DIGITIZED CLASS II RIP RAP ON BENCH EST 215 TONS EST 290 SY GEOTEXTILE TEMP. CAUSEWAY SEE DETAIL 2 JOHN H KERR RESERVOIR SITE 1 DETAIL 1 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural G.oun I I D W Min. D= 1.0 H. B= VARIABLE Slope FROM STA. 17+00 TO STA. 20+00 -L- RT PERMIT DRAWING SHEET 2 OF 5 50:I FDPS TAPER LT.& RT. ROCK PLATING FROM STA 15+66 TO STA 17+50 LT SEE SHEET 3 1 CLASS II RIP RAP ON BENCH EST 205 TONS EST 280 SY GEOTEXTILE E� BM-2 ROCK PLATING FROM STA 15+66 TO STA 17+50 RT SEE SHEET 3G-1 ROADWAY DESIGN ENGINEER 05 STEWART HYDRAULICS ENGINEER VHS Engineering NC, P.C. (C-3705) "Main Cam 5Drrve,re500 RaleigF, NC 2]606 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED US ARMY CORPS OF ENGINEERS NO REFERENCE .WAS END TIP PROJECT B-5323 -L- POT Sta.18+00.00 US ARMY (, JGINE. NOTE: THE CONTRACTOR SHALL COMPETELY REMOVE OR CUT OFF 1.0' BELOW THE MUDLINE FOR ALL EXISTING AND OLDER BRIDGE COMPONENTS. THE REMOVAL OF THE CONCRETE ABUTMENTS MUST BE DONE USING APPROVED NCDOT BMP METHODS. NOTE: REMOVAL OF UNCLASSIFIED STRUCTURE EXCAVATION AT EXISTING ABUTMENTS MUST BE CONDUCTED BEHIND IMPERVIOUS DIKE. THE METHOD TO CONDUCT THE WORK IN A DEWATERED AREA WILL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. MIN ELEV=301' NG DETAIL 2 TEMPORARY CAUSEWAY (NOT TO SCALE) i IY I I,I 111111111 11. I IIIIIYIIIIIOII.. •a••aa111111 ryIR11 Ill1 GEOTEXTILE CLASS B RIP RAP __NG CLASS II RIP RAP (f) 6' FOR -L- PROFILE,SEE SHEET 5 FOR STRUCTURE PLANS,SEE SHEETS 5-ITHRU 5-27 RFVICIANC c 0 i m 0 LO co H a ai M' -L- PI Sta 10+53.32 PI Sta 11+69.00 0 = 8' 08' 01.4' (RT) A = TOO' 58.5' (RT) D = 7' 38' 220' D = 5' 37' 020' L = 106.47' L = 124.9/' T = 53.32' T = 62.53' R = 750.00' R = 1,020.00' Se = Exlst. Se = 4% Runoff = 100' VD = 50 MPH „� DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER w n�< EGIN CONSTRUCTION' , L- PC Sta.10+00.00 ��- WOODS U ARMY CORP 0 NO REFER E .V� -L- POC Sta. 11+00.00 ROCK PLATING FROM STA 11+50 TO STA 13+66 LT SEE SHEET 3G-1 TAPER SAW: kik Q—JJLJ �' nrnnro __.Ypp x ` k0 _ , ! ! r r elgwu In lIIrIIn 3r� ...ARID E •143 : /I �� T G 1•g�lruYT ru n' . ' ....' m ununr .' - rnn'�i a 4: 8ft f r..�`�. !` �ifll i=+':� n asmslir e r u Inm curl VI ...na l�a>r rn1 rs s s..lc - �1==-, h,�h1��.�II�.�� I/f ft) �1.�11� ��I.ir��iLr-��'.�s��- �.. %lRr4 lu1� 4i'. �.RLUR�MF Y/I '� Idi11 1!�Ir r!:1:„ vyr Tnt rcwn !set} � Nri r "iiu n� 7 uz RIM 4 £22 �Et Ati 711.0.14,-44;�%i'r'�ieI��T��%�l eir 314" . RR RESERVO ,� / F / r � EE 7 50:1 FDPS TAPER NOTE: 'EASEMENT FOR RIGHT-OF-WAY LINES' WERE TAKEN FROM AN EXHIBIT 'A' BEING AN UNRECORDED AND UNCERTIFIED MAP BY W. F. COOKE, JR. ENTITLED 'N.C. STATE HIGHWAY COMMISSION JONATHAN CREEK KERR RESERVOIR' AND DATED OCTOBER, 1959 AND REFERENCED IN U.S. ARMY CORPS OF ENGINEERS INSTRUMENT NUMBER DA-44-II0-CIVENG-60-125 LINES WERE PARTIALLY COMPUTED AND PARTIALLY DIGITIZED 50:1 FDPS TAPER LT.& RT. PERMIT DRAWING SHEET 3 OF 5 JS 45' WIDE BARGE LANDING AREA PAVEMENT -BRIDGE RELATIONSHIP SKETCH FND eft115#6 -I Sfio.13+64.69 TYPE -III T T T T T T ..� Si' X- TYPE -III St — END SBG +87.00 LT T T T T . T l. 2 gr,' j' °1 y I a* I 7J / N 27'03'3 'E 1 n Q515, . ` ini4 Nit .0 N rt. cy r, N 1 1 1 1 1 1 J. TYPE BEGIN APPROACH III SLAB u TYPE -III END SBG RT -L- 5t0.l3+,S3BI END 9PPROg8.01SLAB NOTE:NOT TO SCALE N W CLASS,90 RIP RA ON BENCH EST'215 TONS--- 2y0-SY G€Oj TEMP. CAUSEWAY SEE DETAIL 2 SITE 1 DETAIL 1 SPECIAL LATERAL BASE DITCH (Not to Scale) Natural G.oun I I D Min. D= 1.0 R. B= VARIABLE Slope FROM STA. 17+00 TO STA. 20+00 -L- RT \ ROCK PLATING FROM STA 15+64 TO STA 17+50 LT SEE SHEET 1 / E � 'LASS II RIP RAP N BENCH ST 205 TONS EST 280 SY GEOTEXTILE ROCK PLA FROM \STA 1 TO ST SEE SHE 1 3 1 T PROJECT REFERENCE NO. B-5323 ROADWAY DESIGN ENGINEER STEWART US ARMY CORPS OF ENGINEERS NO REFERENCE PEDAL LATERAL BASE DITC SEE DETAIL 1 D TIP PROJECT nB-- Sta.,181p0.0 SHEET NO. HYDRAULICS ENGINEER VHS Engineering NC, P.C. (C-3705) " Main Cam Ws Drrve,eeS00 RaleigF, NC 2]606 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED N 23 E:-z CONSTRUCTION -L- POT Sta. 20+00.00 US ARMY CORPS OF ENGINEERS NO REFERENCE NOTE: THE CONTRACTOR SHALL COMPETELY REMOVE OR CUT OFF 1.0' BELOW THE MUDLINE FOR ALL EXISTING AND OLDER BRIDGE COMPONENTS. THE REMOVAL OF THE CONCRETE ABUTMENTS MUST BE DONE USING APPROVED NCDOT BMP METHODS. NOTE: REMOVAL OF UNCLASSIFIED STRUCTURE EXCAVATION AT EXISTING ABUTMENTS MUST BE CONDUCTED BEHIND IMPERVIOUS DIKE. THE METHOD TO CONDUCT THE WORK IN A DEWATERED AREA WILL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. MIN ELEV=301' NG DETAIL 2 TEMPORARY CAUSEWAY (NOT TO SCALE) i IY I I,I 111111111 11. I IlnrYrrrrrOrr.. f IYf I'I'Ibbb l�Il4i -••...aarrrrrr ryrnrr Illw:ii GEOTEXTILE CLASS B RIP RAP __NG CLASS II RIP RAP FOR -L- PROFILE,SEE SHEET 5 FOR STRUCTURE PLANS,SEE SHEETS S-I THRU S-27 0- 0- m PROJECT REFERENCE NO. SHEET NO. B-5323 5 z 0 W 01 0 E 0 -L- PERMIT DRAWING SHEET 4 OF 5 • ROADWAY DESIGN ENGINEER 05 STEWART HYDRAULICS ENGINEER %hb VHB Engineering NC, P.C. (C-3705) Sao ManNsoa Raleigh, Drive,66 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NEE EnellIEWITEET I:IiQ/il.C/:/1.7� rrrrrr/� 7m m 110. 'i1�i►r'i 'i:i■:zii. Dili :rwTE :IT. Er.• •=.1.1VssadEc7oet tveaLEr PI = 12t55A0 '! /:EE PI = 16t8500 ri �smeecr EL = 3p0/9y31 11 ENE VC = 4' • 1 VC = l7V - K = 20/ 1� rl K = 118El n ri � �a , ur:\r■c a \ .cc�a ' I'.U - ■ PM. .E: I( 11 ■ 1 CEpr, I :WEN I 1'nI••_'EEEI ■ Er:�►.'dull INANE I 1 I• IMiLV.•.:.IN CA -�� 1 aI IE. 111p111 ■ /Ilpu •IM 1.N IMN I -.a ENE M IEE1i\ ,1 ■ IEEE ■ IEEE IEEE ■■■ .\. � 27■■.!:�C_S_ 7:■ ■.1I...IEEE ■A.EEEE IEEE .l :..EEIEEE ■EE•• EEEI IEEE li-mLI i7ilI mom IEEEI ate 1 IN EN IE INNEI\EE IEEEINNEN I•��1: 1 ..NNE �i111 1 1 1 11.E •MifiER3Ea�E�rhl! II C1�: IEEEEEEEI/1i3ET9[i1fP1 CECrG7ilI17TG7EEEEEEf1YI cyanMMM!A .rlreAENELIUy• • 71.jY7L'iL'1'IEGEJ'L'C• DITCH LEGEND 11 1 BRIDGE HYDRAULIC DATA DESIGN DISCHARGE = 5/00 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = 300J FT BASE DISCHARGE = 7/06 CFS BASE FREQUENCY = 100 YRS BASE HW ELEVATION = 303.7 FT OVERTOPPING DISCHARGE = 28577 CFS OVERTOPPING FREQUENCY— 500+ YRS OVERTOPPING ELEVATION = 3085 FT DATE OF SURVEY = 09/20/20/7 W.S. ELEVATION AT DATE OF SURVEY = 296.0 FT BM-2 ELEVATION = 308.71 N 1013817 E 2114690 BL STATION 5+00.00 N 23°33'12.24' E Dist 1056.71 R/R SPIKE IN 16' OAK RIGHT DITCH FOR —L— PLAN VIEW, SEE SHEET 4 1111 FOR STRUCTURE PLANS,SEE SHEETS S—1 THRU S-27 10 11 12 13 14 15 16 17 18 19 20 21 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 10+45.40/16+89.11 -L 2@45', 2@55' 21" Cored Slab w/ 4' CAPS 0.10 0.41 TOTALS*: 0.10 0.41 0 0 0 *Rounded totals are sum of actual impacts NOTES: Pemanent SW Impacts (Sq. Ft.) Temporary SW Impacts (Sq. Ft.) NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS Site 1 4462 17860 04/23/2019 Total 4462 17860 GRANVILLE COUNTY Revised 2018 Feb B-5323 SHEET 5 OF 5