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HomeMy WebLinkAbout20181642 Ver 1_17BP.4.R.103_PermitDrawings_(2018-11-28)_20181203Hi�;hW�y North Carolina Department of Transportation �� Stormw�r ' , ,,,;«, Highway Stormwater Program ��:, �- STORMWATER MANAGEMENT PLAN �'�''-� (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 17BP.4.R.103 TIP No.: B-4839 County(ies): Wayne County Page 1 of 1 General Project Information WBS Element: 17BP.4.R.103 TIP Number: B-4839 Project Type: Bridge Replacement Date: 11/28/2018 NCDOT Contact: Chad Coggins Contractor / Designer: Kimley-Horn Address: 509 Ward Blvd. Address: 421 Fayetteville Street PO Box 3165 Suite #600 Wilson, NC, 27895 Raleigh, NC, 27601 Phone: (252) 640-6409 Phone: (919 653-6623 Email: tccoqqins(a�ncdot.qov Email: vance.blanton(a�kimlev-horn.com Cit /Town: Grantham Count ies : Wa ne River Basin(s : Neuse CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.12 Surrounding Land Use: Rural Proposed Project Existing Site Project Built-Upon Area (ac.) 0.4 ac. 0.3 ac. Typical Cross Section Description: 2@ 11' wide lanes with 3' paved shoulders and 3:1 side slopes. Number of Spans: 3 Number of Spans: 2 Span Arrangement: 17' 9"-17'-17' 9" Span Arrangement: 70'-30' Bridge Length: 52' 6" Bridge Length = 100' Annual Avg Daily Traffic (veh/hr/day): Design/Future: 1900 vpd Year: 2039 Existing: 1300 vpd Year: 2019 General Project Narrative: The bridge replacement on SR 1006 (Grantham School Rd) conveys Thoroughfare Swamp from West to East and ultimately drains into the Neuse River. The existing bridge , (Description of Minimization of Water overall length (OAL) = 52' 6" and width 25.33' will be replaced with a bridge having an OAL = 100' and width = 33'. The new bridge is wider than the existing bridge to provide Quality Impacts) the required shoulders and lane width necessary for roadway and drainage. The proposed bridge and roadway improvements minimized the existing overtopping condition and maintain a minimal transition between existing and new roadway. Runoff from the bridge is captured on the low side of the bridge in shoulder berm gutter and modified concrete flume. The modified concrete flume is designed to outfall (with rip rap outlet protection) outside of buffer zones 1 and 2. The existing flat vegetated floodplain will treat the minimal increase in impervious area from bridge widening. Thoroughfare Swamp is a FEMA stream that is shown on Flood Insurance Rate Map (FIRM) panel 370254-2554-K, dated 06/20/2018. A hydraulic analysis on Thoroughfare Swamp was performed to assess the potential flood level increases associated with this project. Based on this analysis, the proposed bridge replacement project was shown to decrease by 0.1ft in the base flood year level along the study reach of Thoroughfare Swamp. Waterbod tnformation Surface Water Body (1): Thoroughfare Swamp NCDWR Stream Index No.: 27-54-5-(0.3) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: Im airments: None Aquatic T�E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Dischar e Over Water Bod ? 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) m �(1 R M g 0 0 � J � Y N , N • � � V � 0 � � • � � V � � O ,V_ See Sl�et 1A For Index of Sheets See Sl�et 1 B Fo� Conventiona! Symbols See Sl�et iC- 1 For Survey Control Si�et MANLEYGR��� cyCi P� y � CROWS F��� �oPO CR�wS F�OT Rpqp 0 Q � TNo �P�`Q o R�UG/YFPRE� 0 0 ss �p wqk� coUNTV BouN � �RY 55 f%[N���fy11��� OFF S/TE DETOUR ROUTE PERMIT DRAWING SHEET 1 OF 7 , i� � �� � � _ n 3 � 0 ° PROJECT � D LO CATI O N .� / O WETLAND AND STREAM PERMIT PACKAGE NOVEMBER 28, 2018 �����' -'' ��I�' ���1��1�'�� ���°����II���s� ���y���� ; � ��� �I ����s���� WA Y1�E CO U.1�TY LOCATI0IV: BRIDGE NO. 96 OVER TH�ROUGHFARE SWAMP ON SR 1006 (GRA11tTHAM SCHOOL ROAD) TYPE OF WORK GRADING, DRAINAGE, PAVIIVG, A11tD STRUCTURE TO SU1"�ONT� SITE 1 BEGIN PROJECT 17BP.4.R.103 —L— Sta. 16+30.00 -�- GRANTHAM SCHOOL ROAD gRIC (SR 1006) NO. BEGIN BRIDGE -L- Sta. 20+01 END PROJECT 176P.4.R.103 —L— Sta. 23 + 75.00 END BRIDGE —L— Sta. 27+04.19 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES �i1'��'�i•�•f���/��������-�, .�,i������r��`I►���� �r���1��'y►',�.,���•�►� ;r���,� rri�� ����� �,�. _ ` NC GRID NAD 8�q 2011 TO CROWS FOOT RD IN(`OMPLETE PLANB DO NOT L�SL FOR 41�W #COUPaITION Kimley >>Horn �'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PZ„�INS PREPARF.D Fon � ADT 2019 = 1300 VPD THE NCDOT BY.• °`" 30 75 0 30 60 ADT 2039 = 1400 VPD " `oF N0" Nc o LENGTH ROADWAY PROJECT 176P.4.R.103 = 0.122 MILES zora sr,ixnnfcn srec.rFfc,�zroxs �r` ''gs PLANS T = 6/0 �EFFnEr ,7100RE P.E. P.E. T ', V = 60 MPH LENGTH STRUCTURE PROIECT 17BP.4.R.103 = 0.019 MILES PROJF.f,T ENGINEF.R Sr�NAT«RE: ; ; 30 15 0 30 60 RIGHT OF WAY DATE: ROADWAY DF,SIGN ENGINEER � � TOTAL LENGTH PROJECT 17BP.4.R.103 = 0.141 MILES NOVEMBER 19,2018 VANCE BLANTON.P.E. ��T p�, T�� ��o^ PROFILE (HORtZONTAL) rxorLcr �L:sicx Lxcwera 6 3 0 6 12 FUNC CLASS= LETTING DATE: RURAL LOCAL /UNE 23.2020 RUSSELL BROADWELL,RE. NCDOT GONTAC7 PROFILE (VERTICAL) SUBREGIONAL TIER sfcxnruac: PE PERMIT DRAWING SHEET 2 OF � � om �� <� H Z ��0� D���cn �z�=D =�DDm � z _ � � � z H � r �I O ' � H c�DDD � � � ~ � Z � O -I p m = N z C� �7 � H Z ~ Vl �v= m o m C� D � O H � � r � � � �mD � � � Dmz -o � � � C O � C7 � =m SHEET 1 OF 1 MODFLMDTCH CONCRETE OR RIP-RAP DITCH CONCRETE FLUME VARIABLE LENGTH SEE PLANS C SEE PLANS FOfl PLACEMENT OR BEGINNING �, c WATER FLOW DOWNGRADE OR SAG OUTLET 1 � WATER r 0 � WATER FLOW FLOW FLOW DIVERSION NOTES: R 4) 12" #6 I � �/DIR nwG� V B � B i� � I _.� � R.` 2't8,� r z OUTLET��3„�� PAVED SHOULDER —� i F'-n" BY THE ENGINEER END MODIFIED CONCRETE FLUME -A BRIDGE APPROACH SLAB PAY LIMITS - PER EACH PLAN VIEW 4�-0„ +'/ 2'-0" at �' � 4" CONC. PAVED DITCH SECTION C-C 8" X 4" LIP CURB OUTLET � � FLOW DIVERSION � O ~ ~ FLOWR OUTLET / � WATER � � FLOW ~ O FLOW DIVERSION SAG DOWN GRADE FLOW DIVERSION EXAMPLES - CONSTRUCT MODIFIED CONCRETE FLUME AND SHOULDER BERM GUTTER IN ACCORDANCE WITH THIS DETAIL. - CONSTRUCT CONCRETE DITCH IN ACCORDANCE WITH STD. DWG. N0. 850.01. - CONSTRUCT RIP RAP LINED DITCH IN ACCORDANCE WITH THIS DETAIL, IF CALLED FOR IN PLANS. - CONCRETE OR RIP RAP LINED DITCH SHALL BE THE TYPE AND LENGTH SPECIFIED BY THE ROADWAY PLANS. THE DITCH SHALL TERMINATE AS SHOWN ON THE PLANS. IF NO TERMINATION IS INDICATED PLACE RIP-RAP AT THE END OF THE DITCH AS INDICATED BY STD. DWG. 876.02 FOR AN 18" PIPE. TRANSITIONS FROM THE DITCH TO TERMINATION SHALL BE AS DIRECTED BY THE ENGINEER. - MODIFICATIONS SHALL BE AS DICTATED BY SITE CONDITIONS AND DIRECTED BY THE ENGINEER. 8„ 2'_4" MIN. 1/g" RADIUS �� 4;;0.. o.�. �. �5�� SECTION A-A $�, 2, $�� $„ �o�. 4��p. _. SECTION B-B 4'-0" +� � 2,_�„ �,-;� � � RIP-RAP LINED DITCH z o� �� � Q a H��V L.LJ�H oo�=z � � wQQ�-= Q U �O I-�� H cnH�O� 0 � � a Z ,j� ~ H d � W � � U � � � H O � � H W` � � r � � o � � J � � Q � O W V I— � Q W � x W c� H H O J � U C'� Z �"� 2 W Q � O ~' � � SHEET 1 OF 1 MODFLMDTCH EN �BP.RRJ03 FNG�NF� NO. BM°I • � / �:.��n . MEE( ELEV = 122.24' �mle > Horn ROADWAY DESIGN HY�RAUUC PERMIT DRAWING eRiocE rnoR,4uuc oArA N 540553 E Zz46004 S -L- STATION 20+3939 142.71' RIGHT 421 FAYET7EVILLE STREE7, SUI7E 600 R .LL J. I LI_LL I. I_ BENCHTIE NAiL SET IN 15' OAK TREE ��-- .L�J-IJ-LI LL J. I I LLLLIJ. _LI I. SHEET s OF 7 ��� �� I �_, I� ���� ��4����__J ��� �_�,� � RA�E��H,N���bo, — — i�� � I I I- I DESlGA/ DISCHARGE _ lll0 CFS I_I I I-I� I I I� i >w„=-��-w<.oE� i CC �❑ I_ I DESIGN FREOUENCI' = 25 YRS � �-I_I L 150 , � � � i i � ��=i � � i i � � �' °" INC`oMPL 'E PLANe DESIG�' hly� ELEVATION = l2l3 FT � CL Slo. 20+53.00 —L— �_;_;= PI = 21+16.00 I I I I I_I I_I uo xoT vse rwx iw ecnuis�rioN ��� j u BASE DISCHARGE _ 1700 CFS II -i l� 30', I� 70' 1 I-I -I I I BASE FRE�[lEIyCY =!00 YRS EL = I29.06' - H�� I. [ 24" CORED SLAB UHITS I VC = 200' �� -��- _ L I_ BASE hryy ELEVATION = 1269 FT I_I 1_ __I _I_ I OVERTOPPdyG DlSCHARGE = 5500 CFS CL ELEV = 128.70' � K=!59 I_u�_I I SKEyy = 90' i i I I I I �i_�i �i_. ii_i i i_i i i i i Gl GRADE �- IH I-1 OVERTOPPIIyG FREOUENCY = 500t YRS -` �I ��I�-�- I-I� lLL OTCH TO KEY-I �V �m -I_I�- �I_ _�� ERTOPPIIyG ELEVQTION =/2655 FT i i I i i_IJ _I_I_li L J � I__li LL' -L- $10.16+30.00 DATE OF SURVEY = 04/03/lB DocuMENr Nor coNsi�EREo FiNa� � 4O BEG/ BRIDGE L- --I_I_I_I I I i I_ _I_ UNLESS ALL SIGNATURES COh1PLETEO ELEV = 129.CrT �yS.ECEVATioN -L- Sio.20+01.81 _ 1- � _ � � _ � Q GRADE TIE TO EXIST PAyE�ENT Ar DArE of SURVEr = u99 Fr _j �__ E D BRIGGE __I_ I_ I_ � Pl = 17+5p,pp ELE'V =�28.49' lu OTCH TO KEY-1 EL = 12723, -L- Sra.2l+ J9 i i i_i_I_i i i i i I_i i f 1_ -I�--I_I i_� � i I=-i_�� -L- S1o.23+T5A0 VC = 240' i I ELEV = 12876' � I I i i I i�r E�V = l�� - i K= 96 _r1 i--I_I I i L-!-LC i i i-�'i I- i � i � i � i i i � i � i � TIE TQEXlST PAyE�IEHr i I-i=i i � ��i -�-�-�- OS = 50 �PH -. -- � j--i �---�-j-- �u- I r I_H=�C 130 ____ t+�o.5000i r+�o.5000� r-�o75osi 130 Z -12A000% ---------------------------- -----------------i --------------------------- o (+10.5000% --- --- ------- - - - - - - - - - � � W _�_H-- ---__ �� � � ���H� --N_�_ �___�_L�=�H-�-� �--- � , , � � �_ � � � � � -�-L� _�_ , � � �-�----N�-- - � _�I-�_ 120 i_I I I_i_I_I i_ , i__ i i , i_i_ i_i i_i_ i , i__ i i i i i i i i�. 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W -. -� � 7�C�C'_ �. „�-r � -k + � -� - k # �-r � �-k + � -� - r�# �-k � - + � � -� - # �-r � - + � �-k # � �- � k + �- � �-r�# � �- � =k + - � �-r # �- � k + - � �-k #h� �- � , �- I �� �_�,-�_ ___-�� � .--- �___�____���,-� _ �� .--- �___� ___���_ _�� � --- �-_. �____�� ��_ � _�_� ������_� --- � `��_ �_� �� ___�___� ---. �� _,-�_ _ ���____� __-_ ___ �� k_� __���____�___� ---. ��,- i10 ��, 90 80 70 w=. � ,s_��_t�, �� 1;^- 1 � - � � �;� 1� I F ;� fi � --�`'� - i 30 2Q 1D � 1(3 26 . 5C r, G . ?C ,, IlU 12C � i. �';, t. i_. �il �' " G! la. 1= WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln 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 18+90/21+86 -L- ROADWAY FILL 0.03 0.06 0.04 1 20+31/20+81 -L- BRIDGE 4839 < 0.01 0.03 33 33 TOTALS*: 0.03 0.06 0.04 < 0.01 0.03 33 33 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb