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HomeMy WebLinkAbout20190119 Ver 1_340080_Permit_drawings_20190108_20190125.`. .. /v^`�� � ,. North Carolina Department of Transportation /�~` � t 1 Ii,�;h����`+ in Si[]�"llltiv�it'�1` Highway Stormwater Program x � STORMWATER MANAGEMENT PLAN �'�°u=%� (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.5.R.67 TIP No.: SF-340080 County(ies): Franklin Page 1 of 1 General Project Information WBS Element: 17BP.5.R.67 TIP Number: SF-340080 Project Type: Brid e Replacement Date: 1/8/2019 NCDOT Contact: Matthew Lauffer, PE Contractor / Desi ner: K le Stoffer, EI Address: NCDOT Hydraulics Unit Address: HDR Engineering, Inc. 1590 Mail Services Unit 555 Fayetteville Street, Suite 900 Ralei h, NC 27560 Ralei h, NC 27601 Phone: 919 707-6703 Phone: 919 900-1632 Email: mslauffer ncdot. ov Email: k le.stoffer hdrinc.com Cit /Town: Bunn Count ies : Franklin River Basin s: Neuse CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Project Length (lin. miles or feet): 0.085 miles Surrounding Land Use: Low Residential, Wooded, Swamp Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.25 ac. 0.19 ac. Typical Cross Section Description: Tant Road (SR 1737): 2 paved lanes (total 20' wide), 4' shoulder on each side, 7' with Tant Road (SR 1737): 2 paved lanes (total 18' wide) guardrail. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 1100 Year: 2025 Existin : 615 Year: 2013 General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to replace Franklin County Bridge #80 on Tant Road (SR 1737) over Press Prong Tributary. The (Description of Minimization of Water existing structure is a single span bridge (1 @30'-9") and is prestressed concrete channels supported by RC caps on timber piles end bents. The proposed structure is a single Quality Impacts) span (1@55'), 21" cored slab with 4' deep caps. This structure has been designed to have as little environmental, wetland, and surface water impacts as possible. 2:1 roadway fill slope will be used in the wetland areas to minimize wetland impacts. Geotextile and Class II rip-rap was utilized for bank stabilization to reduce bank erosion along the north and south channel underneath the bridge. To avoid direct discharge of bridge storm water 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 and use rip rap outlet protection at 14+80 LT to dissipate energy to provide a diffuse flow (non-erosive sheet flow) in a wooded wetland area. This diffuse flow will run for a distance of 15'+/- before entering the buffer. There is an existing ditch in the southeast quadrant of the bridge. The ditch has outlet at 13+64 RT with a non-erosive velocity into the stream. This ditch will be retained. For the other three quadrants within the project limits, existing roadway is in fill condition and there are no existing ditches. Toe protection was added to the proposed roadway fill toe that is adjacent to the wetland boundaries. 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 Bod 1: Press Pron Tributar NCDWR Stream Index No.: 27-86-3-3 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: None Impairments: None A uatic T&E S ecies? No Comments: NRTR Stream ID: Buffer Rules in Effect: Neuse Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e 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) � �O • � � I � �o � ►�, �"I'��'I'l�: (�>I�� \(�)I'�"I'I—I ��.�1I'�(�)I.I\�� Il�l��l�l(�)\ (�)I� I—Il�il—I"�.�1��� FRA1�ll�Ll1� CO U1�1 T Y 1 areis arera eaaeG�` a�eeai(a xw xare�. i �� �+e ���, ����n����� � �.� � �. .:�.�.�. o.��, 176P.5.R.67 PE 17BP.5.R.67 ROW /UTIL UBP.5.R.67 CONST PERMIT DRAWING SHEET 1 OF 8 GLI LOCATI0IV: BRIDGE 1V0. 80 OVER PRESS PR01VG TRIBUTARY 011t SR 1737 (TANT ROAD) z P w O �� _ ., � V W � � � � � � � \ O O W A .. � V � � O V TYPE OF WORK GRADING, PAVING, DRAIIVAGE A1VD STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT _ � NAD 83 /NA 2011 JI 1 L I �THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) ,o s o ,0 20 PROFILE (VERTICAL) DESIGN DATA ADT (2013) — 615 ADT (2025) = 1100 V = 45 MPH CLASS = LOCAL SUB REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.074 MILES LENGTH STRUCTURE TIP PROJECT = 0.011 MILES TOTAL LENGTH TIP PROJECT = 0.085 MILES Prepar� in the Office of Mott �acDonald for DIVISI0IV 5 NORTH CAROL/NA DEPARTMENT OF TRANSPORT9T70N 2018 STANDARD SPEC/FICATlONS RIGHT OF WAY DATE: TIMR�JORDANRPE AUGUST 23, 2017 JAMES R. RICE, PE LETTING DATE: xrunnu�cs e,vcixE� MARCH 27, 2019 NCDOT CONTACT.• LISA GILCHRIST, EI ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PLANS PREPARED BY: M PO Box 700 Fuquay-Vorino, NC 27526 �919)552-2253 MOTT 1919) 552-2254 (Fax) MACDONALD www.mottmacco� merims LICENSE NO. F-0669 �♦� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N C. 27601 N.C.B.E.L.S. License Number: F-0116 DETAIL A DETAIL B TOE PROTECTION BANK STABILIZ4TION � No„o s�a�ei i �o� �o s<o�ei OR0. 3'min. '���'(�F' sLorE F� �' Aourvo d Nw5 veo.exme y d = i F. GEOTEMILE Type ol Liner= Class B Rip-Rap Type e� �iner= CL II Rip-Rap -L- STA. 12+75 TO 13+49 RT -L- STA.13+43 TO 13+49 LT -�- STA.13+66 TO 13+85 -L- STA.14+28 TO 15+15 LT -L- STA. 13+95 TO 14+11 -L- STA. 14+28 TO 15+50 RT N��, � O JOHN C. RAY QUANTITY FOR EXCAVATION LIMITS IS INCLUDED IN UNCLASSIFIED STRUCTURE EXCAVATION SEE ENLARGED AREA ON SHEET 4a O RODNEY L.PERRY / / CLA55 II RIP RAP UP TOE PROTECTION SNEEr F�Ow TO ELEV.262.0' (TYP.) SEE DETAIL A ,�,,,� � �,,,,� � (STRUCTURE PAY ITEM) EST. 30 TONS RIP RAP EST 60 SY GEOTEXTILE -L- !"Ul STO. lltp(J.UU -L— PT 57a. llt25A0 w0005 E%ISTING DIiCH E%IS �--- — — _ 64 I EI �I� � � � Y i � � � 0 U L� z � w w z o� � �z Nw �� �o �s �' / � � Y:iE R -I� �' �(' � if' ,�' ir x � � � � BZE.�� p � � � �< � � _ .� y. � 1\ � � � �-' B{ `1' � Y' .1. �� � �� � � � � LTOE PROTECTION SEE DETAIL A EST.40 TONS RIP RAP EST.85 SY GEOTEXTILE AUBREY REID BAKER O AUBREY REID BAKER AUBREY REID BAKER � F JTECTION � AIL A CLASS B RIP RAP iONS RIP RAP EXCAVATION � E5T.2 TONS SY GEOTEXTILE LIMITS �'{� EST. 7 SY GEOTEXTILE \ h � � � � � � � � y�000s is° wrz ,�� � � y � � �� � E�BOWs � ,�m� J ��� \� m � � � � m � � � � �m � � � � m� � � .. � � � � � � m � END SBG � +85 LT � � � • �* � �it * � � — .. .. � - - . �, -I _� - � � � � RP **� � � �� ° a — —*— P�E P� . �\ �1 m � �E �, I � I � \� E%ISTING DITCH II � � \ � LA55 B RIP RAP E%ISTING ortc srih � EST.7 SY GEOTE%TILE �'OO�S BANK STABILIZATION TOE PROTECTION SEE DETAIL B SEE DETAIL A EST. 35 CY DDE E5T.25 TONS RIP RAP EST.135 TONS RIP RAP EST.50 SY GEOTEXTILE EST.150 SY GEOTEXTILE BANK STABILIZATION 2 SEE DETAIL B EST.30 CY DDE AUBREY REID BAKER EA.120 TONS RIP RAP EST.135 SY GEOTE%TILE ]�]LA�T VI]ER' ���� � 4 ZANES MT. PROPERTIES, LLC DRCH LEGEND � DENOTES FILL IN W ETLAND ,� ,� DENOTES MECHANIZED CLEARING BEG/N BRIDGE END BRIDGE -L- Sta. 13+59.88 -L- Sto. l4+17.13 ��TYPE III 7ypE III N� �� � N� o� 01 �N TYPE III NPE III eEciN APPRo acH s�a I 0 0� -L- Sta. 13+49.00 SKETCH SHOWING RELATIONSHIP�'F' BRIDGE TO PAVEMENT IOO FOR STRl1CTl1RE PLANS SE . E . 4- THRI .-15 ° � / � w f%ISTING DRCH / / fAKS� P� i8�''I � / O pg 5 0 � //� 1 / JOSHUA & MARYELLEI —/ / —�� // �=----/� ��S G ft� � 11Y 6 pU -- pUE�O�$ � p000s �m I VD PR�JECT l7 - OM C^Fn /C1 IMPERVIOUS DIKE SHALL BE CONSIDERED INCIDENTAL TO THE REMOVAL OF THE EXISTING STRUCTURE \ � � � I � _ � � I PROIECT REFERENCE SHEET NO. DETAIL A DETAIL B �� � � � � I i I � � � � \ \ \� � \ \ \� � \ � I � � �/ TOE PROTECTION BANK STABILIZ4TION i / I I I � / I I � I � \ � � ` ` `� \ � � \\ \\ \ \ \ � I � � 17BP.5.R.67 - FRANKLIN 80 4 �No�ro s�aie� � Ho��o 5<oie) � I � 1 � � � N \ � � \ �-� \ � � I I / / ROADWAY DESIGN HYDRAULICS / I i m I � - � � �� � � � � � ENGINEER ENGINEER oA a-m��. � � I � I NAD 8 A 2011 � / m � � � � � � � � � � � � I I / / F�4E'' s�oPE i, � �� / I I �� i �� � \ �� \� �� \�-� \ �� �� \\ � � \ � I � � � � / / dGwouHo a vEo,Ex.��E ys \\ � � � � I i� I �� \ � ��,\ ��\ �� � � �� \ \ �1 � I � I � � // // i F. �eoTeMue � � I �o� � � I \ \ �� \ � � � �� � �� � � � � � � � I � I / / \ � � �L � I \ � � � \ � E \ 1 \ 1 �1 � � � I ' I / / � I I i/ �� I � � � \�� \\ I��II��I�II�//i Trce oi �me�= aa.. e R�rRen � � � � \ \ � � S � 1 1 1 I I Type o! Liner= CL II Rip-Rap -L- STA. 12+75 TO 13+49 RT � � / / / � \ � � � / / / -L- STA.13+43 TO 13+49 LT 7 \ � � � � � � � � � -L- STA.13+66 TO 13+85 � � / / � � � ) �� \ � I � � � � � I I � � -L- STA.14+28 TO 15+15 LT -L- STA. 13+95 TO 14+11 � / � � ( \\ � � � � � � � � -L-STA.14+28T015+50RT � / / /� /� / l ��' �� // �\ ��\ \ \ \ 1 I � ' I � /, �'' �' �' � � � / I � � � / � � � � _ _ _ � � \ \ \ � � 1 I � � / � � I � I � � � MOTT MACDONALD 18 E, LLC H�0. ENGINEERING Z — � — — — � \ � � � ' � � � � � � � \ � I 1 � � l � � ' � ' I � � I LICENSE NO. F-0669 LICENSE NO. F-0116 /0�' / � \ � \\ \\ � � � � � � � � � � IV � � � ��� \ \� \ � � � � � l � i� �� � \ \ 26� �� � � 1 I � 1 I � � � � � � � � � 1 � N � I DOCUMENT NOT CONSIDERED FINAL ' � � � 1 � � �� / l ! i 1 � � � 1 I � 1 I�� �� 1 � � �� I � m I l UNLESS ALL SIGNATURES COMPLETED �� �_------_ \ �\ I � � I � l � � / �- / � / � �� � � I I � I � � I l � � I I I � I � � I \ Prepare in f e , " � � ' � � � � � � i i i i i � � i � ! , ,' � � � � � � � � � i � i � � i � i � � � � � orr�e or: M Po ao. �oo � � � � � � � l � / � � l - � / � � / � � I 1 � I l � / / � � 1 I I � � \ � \\ `M°nmoHM w�c�av-vo.��e, Hc z�sie , � � / � � � \ � - \ \ \ � I � / / 1 / l � � � � / / / � I / / � I I 1 / � ri� � � I \ \ \ � � � � � ,�,.,.monmo<.�omame.��o � � \ � ^m � / l� / / l � � � / / l � / / / � I I I I I I m I � � 1 \ \ �� ��\� \� Hoae�9mee�m9,m�.ormeca�or�as - - - � � � / � / � � � � / � / /_ / b � / / I I I � � 1 � \ V V A � ��� sasFayeu�aiasi s�i�esoo Ra��an,rvc.z�soi - - � � \ � � / � / � / � � � � � � \ � \ � � � N C.B.E.L.S. 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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 -L- 11+90 to 15+90 1@55'; 21" CORED SLAB 0.02 0.23 1 -L- 13+66 to 14+11 BANK STABILIZATION 0.03 TOTALS*: 0.05 0.23 *Rounded totals are sum of actual impacts NOTE: Utility Impacts are included in the Wetland Impacts September 2014 � �O • � � I � �o � ►�, �"I'��'I'l�: (�>I�� \(�)I'�"I'I—I ��.�1I'�(�)I.I\�� Il�l��l�l(�)\ (�)I� I—Il�il—I"�.�1��� FRA1�ll�Ll1� CO U1�1 T Y 1 areis arera eaaeG�` a�eeai(a xw xare�. i �� �+e ���, ����n����� � �.� � �. .:�.�.�. o.��, 176P.5.R.67 PE 17BP.5.R.67 ROW /UTIL UBP.5.R.67 CONST PERMIT DRAWING SHEET 1 OF 7 GLI LOCATI0IV: BRIDGE 1V0. 80 OVER PRESS PR01VG TRIBUTARY 011t SR 1737 (TANT ROAD) z P w O �� _ ., � V W � � � � � � � \ O O W A .. � V � � O V TYPE OF WORK GRADING, PAVING, DRAIIVAGE A111D STRUCTURE BUFFER IMPACTS PERMIT _ � NAD 83 /NA 2011 JI 1 L I �THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) ,o s o ,0 20 PROFILE (VERTICAL) DESIGN DATA ADT (2013) — 615 ADT (2025) = 1100 V = 45 MPH CLASS = LOCAL SUB REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.074 MILES LENGTH STRUCTURE TIP PROJECT = 0.011 MILES TOTAL LENGTH TIP PROJECT = 0.085 MILES Prepar� in the Office of Mott �acDonald for DIVISI0IV 5 NORTH CAROL/NA DEPARTMENT OF TRANSPORT9T70N 2018 STANDARD SPEC/FICATlONS RIGHT OF WAY DATE: TIMR�JORDANRPE AUGUST 23, 2017 JAMES R. RICE, PE LETTING DATE: xrunnu�cs e,vcixE� MARCH 27, 2019 NCDOT CONTACT.• LISA GILCHRIST, EI ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PLANS PREPARED BY: M PO Box 700 Fuquay-Vorino, NC 27526 �919)552-2253 MOTT 1919) 552-2254 (Fax) MACDONALD www.mottmacco� merims LICENSE NO. F-0669 �♦� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N C. 27601 N.C.B.E.L.S. License Number: F-0116 DETAIL A DETAIL B TOE PROTECTION BANK STABILIZ4TION � No„o s�a�ei i �o� �o s<o�ei OR0. 3'min. '���'(�F' sLorE F� �' Aourvo d Nw5 veo.exme y d = i F. GEOTEMILE Type ol Liner= Class B Rip-Rap Type e� �iner= CL II Rip-Rap -L- STA. 12+75 TO 13+49 RT -L- STA.13+43 TO 13+49 LT -�- STA.13+66 TO 13+85 -L- STA.14+28 TO 15+15 LT -L- STA. 13+95 TO 14+11 -L- STA. 14+28 TO 15+50 RT O JOHN C. RAY QUANTITY FOR EXCAVATION LIMITS IS INCLUDED IN UNCLASSIFIED STRUCTURE EXCAVATION N��, T � N � � N m ^� SEE ENLARGED AREA ON SHEET 4a CLA55 II RIP RAP UP TOE PROTECTION SNEEr F�Ow TO ELEV.262.0' (TYP.) 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