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HomeMy WebLinkAbout20180243 Ver 1_b5393_Permit_Drawings_Set_20180117_20180220Highw�y North Carolina Department of Transportation ��' Stormwaier i,�+ `I ,,.,,,.�,,,� Highway Stormwater Program s.J�_� STORMWATER MANAGEMENT PLAN --- (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 46108.1.1 TIP No.: 176P.12.R.90 County(ies): Cleveland Page 1 of 1 General Project Information WBS Element: 46108.1.1 TIP Number: 176P.12.R.90 Pro'ect Type: Brid e Re lacement Date: 4/5/2017 NCDOT Contact: Ste hen Mor an, PE Contractor / Designer: Trent Cormier, PE Address: NCDOT Hydraulics Unit Address: ICA Engineering, Inc. 1590 Mail Services Unit 5121 Kingdom Way, Suite 100 Ralei h, NC 27560 Ralei h, NC 27607 Phone: 919 707-6739 Phone: 919 900-1608 Email: smor an ncdot. ov Email: trenton.cormier hdrinc.com Cit /Town: Lawndale Count ies : Cleveland River Basin s: Broad CAMA Count ? No Wetlands within Project Limits? No Pro'ect Description Project Length (lin. miles or feet): 0.09 Surrounding Land Use: Low Residential, Wooded Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.3 ac. 0.2 ac. Typical Cross Section Description: Will Dixon Road (SR 1662): 2 paved lanes (total 20' wide), 4' shoulder on each side (7' Will Dixon Road (SR 1662): 2 paved lanes (total 18' wide), 6' unpaved shoulders. with guardrail). Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 578 Year: 2038 Existin : 356 Year: 2018 General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to replace Cleveland County Bridge #192 on Will Dixon Road (SR 1662) over Maple Creek. The (Description of Minimization of Water existing structure is a three span bridge (1 @30', 2@30'3") and is a timber deck on timber I-Beams supported by timber caps, timber piles, and timber bulkheads. The proposed Quality Impacts) structure is a one span (1 @90'), 33" Box Beam with 4' deep caps. This structure has been designed to have as little environmental and surface water impacts as possible. To avoid direct discharge of bridge stormwater into the receiving water, deck drains are not required for the proposed bridge. Storm water impacts to the stream have been minimized by utilizing grated inlets and pipes to collect bridge storm water to outlet on Class B Rip Rap. At the NW quadrant, an existing roadside ditch outlets to sheet flow through a wooded area before entering the stream. This ditch will be retained and lined with toe protection along the fill slope. The proposed rock plating in all four quadrants allowed 1.5:1 slopes to be incorporated, minimizing fill within the creek. At the remaining three quadrants, there are no proposed roadside ditches with concentrated flows. Due to the nature of low impact bridge replacement, the increases in 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. Waterbod Information Surface Water Body (1 : Maple Creek NCDWR Stream Index No.: 9-50-20 NCDWR Surface Water Classification for Water Body Primary Classification: Water Su pl IV WS-IV None Supplemental Classification: None Other Stream Classification: None Impairments: None A uatic T&E S ecies? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Brid e Spannin Water Body? Yes Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e 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) � � See Sheet 1A For Index of Sheets See Sheet 9B Fo� Conventional Plan Sheet Symbols *DESIGN EXCEPTION: SAG VERTICAL CURVE K VERTICAL SSD . � ' I � � " I � I �. C�) I � V� (�) I'� � I � I—I � '� I'� C�) I . I �, � ��)������C�)\ (�)� ��������\V���� � CLE T�ELA1�lD CO U1�TY LOCATI011t: REPLACE BRIDGE N0.192 OVER MAPLE CREEK ON SR 1662 (WILL DIXON ROAD) TYPE OF WORK: GRADI11lG, DRAIIVAGE, PAVING, CULVERT, EROSI011t CONTROL £� TRAFFIC C011tTROL WETLAND AND SURFACE WATER IMPACTS PERMIT ti 'L — ' � --- y�ILL D/XON ROAD � pLc � '� f5R 1662) T��, F����' ` ;,n�� F�_ , ,e,E�'" � . ��q'' ; / —L— STA.13+64.00 f/— —L— STA. END TlP PROJECT 178P.12.R.90 —L — ST A.16+00.00 / � ���-, �V `��:r��b \��;i���}�e; )�� ,� P` �- +/— = '�ti,�0 : �9 \�J�� DOCUMENT NOT CONSIOEREO FINAL UNLE55 ALL SIGNATURES COMPLETED PLANS PREPARED FOR THE NCDOT BY: HI'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH M P� a�• ��� Fuquoy Vorino, NC ]]5]6 �9197 552-2253 ADT 2018 = 356 M ,919j55�2254�'°x, 50 25 0 50 10o MOTT w�m�„�,�=<am �ao�r ADT 2038 = 578 MACDONALD /ICENSE NO.F-0669 � 8� � c K= 18 % LENGTH ROADWAY TIP PROJECT 17BP.12.R.90 = 0.068 MILES zars sraxonno srEcrFicAz7oxs ���° ��A� PLANS � $ D= 80% LENGTH STRUCTURE TIP PROJECT 17BP.12.R.90 = 0.017 MILES DAVID WALLER, PE sfcnATuns: P.E. � � 50 25 0 50 700 T— q% * RIGHT OF WAY DATE: s � rxo�Ecz s,vc�uEsn ROADWAY DESIGN � V= 50 MPH TOTAL LENGTH OF TIP PROJECT 176P.12.R.90 = 0.085 MILES FEBRUARY 17, 2017 � '� PROFILE (HORIZONTAL) * TTST =1% DUAL 8% ENGINEER `�.�p �o��t STEVE RACKLEY, PE 10 5 0 10 20 FUNC CLASS = LETTING DATE: xcnor coxrAcr A�' rpwN� LOCAL FEBRUARY 27, 2018 PROFILE (VERTICAL) SUB—REGIONAL TIER PE S7GNATU7tE: DETAIL B \ BANK STA8ILIZATION AT JURISDICTIONAL STREAM � Nai io s<aie� STnBILIZED BANN SLOPE� � a,o��d \ c•o��d 1.0'. iV�' ♦ �' NWSEJ �GEOTEXIIIE, WEST EAST TYP Type of L'iner= CL II Ri�Rap FASf BnNK = 41 iONS, 43 SV GEOTEXTILE WEST BANK = 59 TONS, 63 SY GEOTEXTILE FROM 13+80 TO STA 14+40 PHILIP SHANE MCKEE MINDY MICHELLE PARKER r 4 �J m� �� � � ? • rv - _ �'_;�r�/T'�^ _., � r" % r- L � �`1' �� _ti�'� �`�;,,�;.��"�.;�: ��1 y � ::_`J ���. � �, � � � � ��� .� � � � SHEiLA DixON BARK�Er \ � � \\ ,, , / � J � / _ \ \ � / � \ � WD.,:\ � ___ .. - , ___ __- .___ ._ _ __ � \ �SFD � � � � ,. � . , �_ _ � � BK & � \ \ CONC � � \ � � � � -L- PC Sta. 10+37.86 �r` � ire�ai:���9��� i� 7 36 4.(7 E — �� CL i � � � —��— ... � �0��� - — F 1 � / �— — 1� FT�� 9/ ///11 / ��� , _ , _— _` _ ,�_-- / R 66� /'J/ - -L- >ln, 11+50.00 TOE PROTECTION � W CL B RIP RAP . SEE DEIAIL A EXCAVATI ON LIMIT _: - - GREU TL-3 CL 11 RIP RAP UP TO � ELEV 832 0 (TYP � I ^. l7BP.l2.R.90 4 ' V RN✓ SHEET NO. 90 ROADwAY DESIGN HVDRAULICS 8 ENGINEER ENGINEER �� �9� �O� l � DETAIL A � DENOTES IMPACTS IN TOE PRO7ECTION ,� MOTr rnncooHnm i a e, uc , No� �o s�a�a, �,o a` S U RFAC E WATE R ���E�sE �a F_o669 NA7URqL ,�.� �``S\oP GROUND d � Geolexfile d- 1 Ft. Type af Liner= Class 8 Rip-Rap FROM STA.12+20 TO STA.73+53 LT. � 8 * �, Y ! W I 'I � �W I , � � � � � �i ' l�� , � r,/ � I � I - ��� � � �I 1i iI1 - OLD CONC. m� -� BRI�GE I � ' \ A6l/iMENTSC� e � i � �i ;�0�' � �'.,i ��Per�F:� �_�-� "'Ir ' E D:SBG 75 F 7-T . _-_ -_ _ __ / FiP � , — � �, � . �_ ��!'_tlFl� �. . — TB 2GI CLA55 B RIP RAP DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepored in f e O�ce of: M MPO Bo. ]00 Fuquoy-Vonno, NC 2J526 orvnLD wwwmo maccam PERMIT DRAWING SHEET 2 OF 5 GLI �� IYILLIA� J. DI%OH JR. $ GAiL PRiCE DixON CHRISTY DIXON BEHELER END TlP PROJECT l7BP.l2.R.90 � � %� -L- POT Sta.16+00.00 y� �R�� i %o ,oP e� � / �l� � j j ��- ' � G z / ,: /a � / _� /D� � i / Qiv� .'-' . , - 'T� f T � � �j 1V�� �j � � � � � / B , �.a� � ,� �.. r _ - Z � � , - -_ - _ ----- q 505' E �� w��� ��` �� /i'.;y � 4 � — 5 �_— � - ,� _�- � ---- �I.� r'_ E�N — . ��0 6 5 `� F ..._,- _ �-,... ..., __.. _-. �,. __. ,. _ � -..,�`-- _ .. _ ..-..._ - , ��.-� . �`i�nl�. \ \ � \\\eiL-a � �4 �. \ � : / _ \ \ 5 / ;. ,J /p1� p51 � EST 2 TONS - � / �I� �g 8� BANK STABILIZATION m EST 7$Y GEOTEXTIL[ z _ �,{G''� j m1U- ��G ..i m�� , _ ., � � SEE DETAIL B 1 �� / \ \ \ `�%V �� / /� GL II RIP RAP 3 � � > � + � %� �/ �� �� -L- PT Sta. ll+&8.00 �� � �,_ �� � _ � �, / / Ro j�' � �, aN�r oixoN �ArNnep � � � ` �, �, /�a����� Pi" � /� \ � � � � OQo /�o ( 3 1 �\ \ \. \ ' g6�� �. ./ �+'' V � � `. _ _ _ _ � � ,_ � �/= c�N�r oixoN MArpARo � � L PT Sto. 18+30.03 " � �.. ` : � � � �� '��� � s r / � ,-�"' _ -L- POT Sto.10+00.00 � V L- PC Sto.l6+9/.75 � � s ° �, � � _ �� . ��. �saw � � \ � / � I II � � �y / / / I / � ]P]L, �� ���]�� WETLAND / ���'1� 1 / SHANNON ROSE FROEHLICH VIRGINIA CAROLINA LEDBETTER JERE DAI�LPAULDPENDERDER BRITTANY MARGARET PENDER HO ARD MELyiN PENDER G ANTED LiFE ESTATE AND SURFACE WATER IMPACTS PERMIT SEE SHEET 5 FOR -L- PROFILE � \ I � PROJECT REFERENCE NO. SHEET NO. � ^. l7BP.l2.R.90 4 ' V RN✓ SHEET NO. 90 ROADwAY DESIGN HVDRAULICS 8 ENGINEER ENGINEER �� �9� �O� l DETAIL B I BANK STA8ILIZATION AT JURISDICTIONAL STREAM ,�a,�os<a�e, �ETAi� A '� %� DENOTES IMPACTS IN TOE PRO7ECTION MOTr rnncooHnm i a e, uc STnBILIZED SURFACE WATER enNK�s�ore �''� � ryA7URq� I N�"� s�aIQ1 ,�� ��s�� 0 '� � DOCUMENT6NOT CONSIDERED FINAL cro��d �\ Gro��d GROUND F� z,o Ty�. -���,.. UNLESS ALL SIGNATURES COMPLETED s d Prepored in f e NWSEJ -��GEOTEXIIIE, �Geo�exf�lc O�ce of: M WEST EAST TYP Type of L'iner= CL II Ri�Rap d- � F�' M PO Bo. ]00 Fuquoy-Vonno, NC 2J526 FASf BnNK = 41 iON1, 43 SV GEOTEXTILE orvaLp wwwmo maccam WEST BANK = 59 TON5,63 SY GEOTEXTILE Type af Liner- Class 8 Rip-Rap PERMIT DRAWING FROM 13+80 TO STA 14+40 FROM STA.12+20 TO STA.73+53 �r. 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' -- -- � --- � _ i_i_. i� Cu_� . --- -- - �- - -- - - . � 7 . -- -- 7 -. 7 . -- 7 . --. 7 . _ _ 7 - --�:� --� --� - - - -;_=r ;_-r -:- -- _ - _ _ --'__ � n r Pl = 12+55.00 I � �1� r +r� I,7_ _ ' _ �__ r-= r - r - - _ _ - r - . r .-� ' -; ' ,_' ; _ _ - -� - I - -- -- - -- -- \ � � � P K�= 6/0'80' i i --'�� � q� �_. . :�_ � - --� - �-- --� - ��- - -- � - --:E . -1_E. E. -_ _ -- Pl = 15+30A0 860 �� V=25MPH � _ , � � � - - - EL 836.90' - - - - - - - - - - - - _' _' - \ BRIDGE �} STA.14+09 -L- `/C` _ �4� . _ --1- . _ -L -L- _ _ ... _ - ' ' - -- SINGIE SPAN 33" BOX 6EAM 1 � ;- � - � - - I �� ._ � � -� � _ . __. _ __I _'.-'_ I _ .__ ' ._ _- ' -__, ._ � 1 �.�0 90'; SKEW 90 K = 92 ,/ 7 __ _ . _'_ � _. _.- . 7 ._ . 7 __.0 __-.0 'S_ _'- - __ ' �_ k :. � GP ELEV. = 838.1T V= 30 MPl-1 �. T � '� - �. , , , , . -_ _- . . __ - . __ - _ _ �.- . ._ . -_ . .. >._ _ . . .. .. .. . ....___.. . . . . . . . . . . . . . . _ _ . __ 850 -- \ � - - - - --- -- - - - - - - ' BEGI BRIDGE E D BRIDGE - � _ _ . - ; ----- -- -- - -- --� -- -- - I -L- STAl3+64.00+/ -L- STA14+54.C3Q +/- � i � _1 _. :- _ - - - - � - - � _ = _ _ - �' ,-' �9 Ex�ST�N� � � BRIDGE NYDRAUUC DATA _ _ 1� /� REMOVE � � �4 \ \ BRIDGE - / - - _ _ 840 2s� _ . -- I , - r u Lr, rI f-J/� ��� � DESIG DISCHA E _ l70 CFS -- 1 N RG - 0 - � _ _ k _ _ � ���-r - - - - - � 5/ ( 122571% _- - i _ �� � �I •, + _ __ DESlGN FREOUENCY - 25 YRS � �� - _ - � - DESIGN HW ELEVATION - 829.6 FT - - _ � 1-L �� 1 L- L.__ �I � [u u � ELEV. = 830.74 - . --. 830 - � - - - -- - � _ � [ , ��� r_i � [ � � - L � ---- BASE DISCHARGE = 2400 CFS _1 - :- � ... . _. I_ � ��� . : _r_. i . 3.5' KEY DE TH � OW STEEL -- - _ - � __ ___ __ _ _ _ iow sio� _ __ BASE FREOUENCY l00 YRS __ _ _ - - - - - - _ -r �' � -�--� tryP � � � I � / CLASS II RIP RAP i -- , -- -- - , - BASE HW ELEVATION = 830.76 FT - _ 1 L�_ �� „ _ �� , - - � LL J L.-. !- I . J I-I- . L- . i '. I � SLOPE 7.5:112 FT.iHICK) I .._._ J�.. _. ._ J�. .._. _.. _-_ _ _ _ _i�$ii.ii�i_ , i_. i �iJ-�i1 i'u' i �i i i cNoati,a� ro CAP) �TYP.) � � L__ � __ _ _ � OVERTOPPING DISCHARGE _ 14000 CFS = 1 F � "_�� �� �w� !� � a.ass u RiP anr _ - � ' +-� { { -�� OVERTOPPING FREQUENCY= 500+ YRS , -�- $ZO 71--Yr i 71--Yr i 7�_Yr i. rr i �� . i.7��r i-l� t�r i 7t -ti i-i I �r-Ft-r - rFn ri i-i- -�� swrE is:i (z Fr.rHicK) I � r- 1 r-:f Yrrr i 1-r .- i;: i 7�- �-r--r � i �: i i_ � i. i �. i. i� i i.� :� i �. �. i � ,_i_ �i .!_ :'_ �;_�� �__ � OVERTOPPING ELEVATION = 837.4 Fi _ .. � �-[ � J �L _ � - � J L, � LLI 1 �I_ LI_ ._ NORMAL WS ELEV.- . . .. . . � __ i � rr 822 6 �. � - - j� _� - LL-I-I �- �LLJ1_ LJ-1� � � I I I LI_I_I _I I I. . 'LLL_� .L _.�,JI.. iLi�� _I_I-. � -I-I- � _ L I-I LLL � 1_L� ll_LI1 1_L11 �I I I. OBSERVED WSEL = 822 4 _ '__�LL I-I I �1___i =i �� _� .�1� �� u �-t . . I-� . i . . . . . DATE:8-9-2016 - . . • i _r 1�r ,_t - t -__ ,�F ,�i-� 1��; H � H�r i H_i ri i I 1 � i .,, excnvaTioN = is cr r� r ---''-: DATE OF SURVEY = 8-9-20/6 �T -� -:- H�O _ . i . .�.i._i .. �_._:i . ._ __:i . ._._ _ ...i._.r.� . i._.i.�. ._.i.i . � .._i i i i _ __I r"' !i_I. �_... i_I' � .i � ISTRUCTURE PAY ITEM) . _ ' _ _ ' _ I �a-� - �-� �-� -� ._ . �_ �-�_, � �._ _�._ _ ` _: �_�_ _: � � ": _: _. . � - �, I . _ � . L� ��l�w _. ,_ � . � , � �_�_. � � �_ �� �_t . _ �, �� a_��, � � _� �_ �� � ��� W.S.ELEVATION - -- � _ � . , � . ii__� _�1_ w � �i�i-;� � i L1 � �u i i Li=� � i_� �u_ �u_� . �u_i . � u_i . � �� i i � ! , , ` � ' �ij ' � �� � . ��� L�y �� � � I I � ' � . AT DATE OF SURVEY = 822.4 FT �� -1 � r r-� � 1 r r-t - +-� i-F- . . .H-H-r ;-H-i - -r,- i-t _. .r;-rP -r,-ri-t - rrH-t � i n-t � - ri ri. : _. 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H H r _._ .rrr-i � _ ' �� _ 'r_ r' - I-r -��. : � i_ i _ _ ri -7 �� _ 'r_ -_i � rri - I-�-'r�i- r-ri7-i �' - .__._._ . . -._._ __._ ... ____._._. ._. ___. _ . . . . . . . . . . . . .�_ � : . . . . . . . _. _. .. �1 �.... 1�� � �� � __ _r , �:.... r_T_T.�: .. � CT_T.�: ._ _._� . r. . .- ..�. .._._. _ . _ .. _ . _ . ��-._ ._.. _._._. r_: .� . .__._ ._._...�. � T�r : SEE SHEET 4 FOR PLAN VIEW 10 11 12 13 14 15 16 17 18 870 860 850 840 830 820 81� $�� WETLAND PERMIT IMPACT 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 FROM 13+80 TO 14+40 -L- Bank Stabilization 0.01 30 Existing Bent Removal < 0.01 24 TOTALS*: 0.01 < 0.01 30 24 0 *Rounded totals are sum of actual impacts NOTES: Temp. SW Impacts and Existing Channel Impacts temp associated with the existing bent removals are coincidental to Permanent SW and Channel Impacts are not shown on plans. September 2014