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Home My WebLink About20190325 Ver 1_20190212_B5512 Permit Drawings_20190307Highway North Carolina Department of Transportation `� �Stormwater -- ,,,,,,,,,,, Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN �—� (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 55012.1.FD1 TIP No.: B-5512 County(ies): DURHAM Page 1 of 2 General Project Information WBS Element: 55012.1.FD1 TIP Number: 65512 Pro"ect T pe: Brid e Re lacement Date: 1/24/2019 NCDOT Contact: Galen Cail Contractor / Desi ner: Steve Bondor Address: Hydraulics Unit Address: Dewberry 1000 Birch Ridge Drive 2610 Wycliff Rd Suite 410 Ralei h NC 27610 Ralei h NC 27607 Phone: 919-707-6711 Phone: 919-636-6334 Email: cail ncdot. ov Email: sbondor dewber .com Cit /Town: Durham Count ies : Durham River Basin s: Neuse CAMA Coun ? No Wetlands within Project Limits? No Pro'ect Descri tion Pro'ect Len th lin. miles or feet : .01 miles Surroundin Land Use: Urban Pro osed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.9 ac. 0.4 ac. Typical Cross Section Description: 11' travel lanes with 7'-3" shoulders. 36'-6" clear roadway with 0.02 cross slope normal 0.02 cross slope with 10' travel lanes crown. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 1600 Year: 2040 Existin : 1100 Year: 2016 General Project Narrative: Replacing the existing 70' bridge with an 100' box beam bridge. The drainage design consist of drainage inlets, shoulder berm gutter, and roadway ditches that tie to existing (Description of Minimization of Water swales. Quality Impacts) ,_, . � . '�. ' �_�I� _ Surface Water Body (7): Lick Creek NCDWR Stream Index No.: 27-11-(0.5) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: Impairments: Aquatic T&E Species? 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? 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) O� 0 � 0 � 0 i�i rn c .� a � � N �w�l omc•i C3�, eom N � � � � ., � V W O � � � � • � � V � � O V See Sheet 9A For Index of Sheets See Sheet 98 for Conventional Symbols TO SR 1903 �� D URHAM C� U1�TY LOCATION: REPLACE BRIDGE #89 OVER LICK CREEK 01V SR 1902 (KEMP RD.) PERMIT DRAWING SHEET 1 OF 5 TYPE OF WORK GRADING, DRAI11lAGE, PAVING A111D STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT �q\ 8,�2��7 \ BEGIN TIP PROJECT B-5512 -L- POT STA. 12 + 70.00 \ � �� , -L - ____-- - - SR /902- -- (KEMP RD) BEGIN B -L- POT Sta. 15+ END TIP PROJECT B-5512 -L- POC STA. 19 + 00.00 END BRIDGE + NCDOT CONTACT: LISA B. GILCHRIST, EI � �� NG N -�O DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) DESIGN DATA ADT 2016 = 1,100 ADT 2040 = 1,600 K = �2 % D = 70 % T = 4 % * V = 50 MPH * TTST = 1 DUAL 3 FUNC CLASS = LOCAL SUB REGIONAL TIER PROJECT LENGTH PI.AIIZS PREPARED FOR 11tCDOT BY: q 2610 WYCUFF ROAD ,� �� Dewberr HONE:'o919.881 9939 Y NC COA No F-0929 2018 STANDARD SPECIFICATlONS LENGTH ROADWAY TIP PROJECT B-5512 = 0.100 MILES LENGTH STRUCTURE TIP PROJECT B-5512 = 0.019 MILES TOTAL LENGTH TIP PROJECT B-5512 = 0.119 MILES 89 RIGHT OF WAY DATE: DENNIS J. MORY, P.E. JANUARY 11�ZO�9 PROJECTENGINEElt LETTING DATE: ANNE MARIE PRIETO, P.E. OCTOBER 15, �LO�9 PROJECT DES[GN ENGINEER HI'DRAULICS ENGl1VEER P.E. srcivnrur�: ROADWAY DESIGN ENGIIVEER P.E. OFF SITE DETOUR � � � � �� O -- �-- ��y � - - - I I � V � � I 1 - 1 \ \ I O / 3 � � � --I � DB 2927 PG � P 129 PG I � � i I I � I �� l � I -- R� "o� ENLARGED VIEW � _ �� , i- _ . ,. .1 - . t .,- s _ ,. . -., r'-W� , .. .. - TO SR 1903 � - '=�2 KCMP FU I �-- 24' QST ' - Fiw iAON ._ ._ .� __ __ __ _' __ " __ __ __ 'v 8 ?o�� E%CAVATE TO ELEV. 274.6 100 CY � �... SBG FROM �\ -L- STA.14+73 LT . ' �\TO END OF BRIDGE .� wnnnc ��i � � S � _ . ""�`�� vJOCI 5 :�� '��\�_.. . �., [ �s � �-,ffARTIN � REE �_,' 040 �� S� � _ �e�—�._ a, � � _, ., �.:� .. .�� . . _ W LI)� 2GI FG F �� -_ --__F ---_-- V _,' 4�i, r�.._ .�. . ,1 r �, - _ Fd. y`:. ,i .. � w��2 -r- � _ , �F„ --F --_ _ — _ —_ - -L- p 1902 KEMI' �?r ----- N 23° 34' 06J" W �5" RCP-ui _ — — - - _ -__ — — F �, \F _ �� _--_ ---_ . . . _. .'tt'..L''. .. "�`t,��-�-� �'f �� .} _� _�ry `. ^ �. L "t 0401 � w000S CL 8 RIP RP.P 0403 ZGI FG OUTLET PROTECTION 1 TONS 5 S.Y. GEOTEXTILE 5BG FROM -L- STA.14+73 RT TO END OF BRIDGE CL II RIP RAP TO SHOULDER POINT � �;,fV� �_ O THE ANNIE H PERRY FAMILY LLC OB 2927 PG 266 P8 129 PG 106 PARCEL INDEX PARCEL No. SHEET No. PROPERTY OWNER NAME 1 4 THE ANNIE H PERRY FAMILY LLC 2 4 GARY D CHAMPION AND WIFE TAMMY I CHAMPION 3 4 THE ANNIE H PERRY FAMILY LLC ..... ..... � � 0 N O GARY D CHAMPION AND WIFE TAMMY I CHAMPION , — DB i602 PG 639 PB 90 PG 64 _ — _ _ � � _ COMPLETELY REMOVE EXISTING CL. B RIP RAP CONCRETE PIER 2 TONS rCL. II RIP RAP /� � 7. S.Y. GEOTEXTILE I TO SHOULDER �� TIE DITCH POINT � � � � �TO EXISTING �/� � � / SWALE � � � � I� �.✓ r -EXCAVATE TO ELEV. 275.0 140 CY -COMPLETELY REMOVE EXISTING CONCRETE ABUTMENTS BANK STABILIZATION ON BANKS CL. II RIPRAP SEE DETAIL 4B SP. LAT V DITCH WOO�S SEE DEfAIL 4A PERMIT DRAWING \ SHEET 2 OF 5 �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER \ oW � � i� � �� 9� \ / � Y Y� P ,��i�� /IX'vJ��V,U3 _ r' ��,�, ,�� M N sa a _ -� arw M" ,/� o � j _ JY / ,= o / % x, _, � = �/ �� -� � � — � „ „ ,, �=" ,� W�ODS _- -__-� �-� ..�'� � / � ' j' i � _ ____ __- _ � _ _ �Nl �` ��SP. L4T V DITCH SEE DETAIL 4A TIE DITCH TO EXISTING SWALE CL. B RIP RAP 2 TONS 7. S.Y. GEOTEXTILE DETAIL 4A DETAIL 4B SPECIAL LATERAL 'V' DITCH B.4NK STABILIZATION (No��o 5<ale) �No��o Scole� a.o•m��. r�n �rol p.\ °� Slope �.0' Gound ?') p F�� e` d GEOTE%TILE Geole.lile Min. �=1.0 Ff. Type of Linar= CL. B Rip-kap Max. d=1.0 F. TYpe of Liner= CL. II Rip-Rop FROM -L- STA. 17+29 TO STA. 19+42 LT FROM -L- STA. 15+18 TO 15+78 FROM -L- STA. 18+65 TO STA. 19+29 RT FROM -L- STA. 16+00 TO 16+36 � UNCLASSIFIED STRUCTURE EXCAVATION � W �W n" - �^' � . END BRIDGE 5+28.84 -�- POT STA. 16+31.16 -L- PC Sta. /7+27.5t TYPE III TYPE III GREU TL- - o � 11' 4' 06.1" � 11' TY III TYP III GREU TL-3 'ROACH SLAB END APPROACH SL -L- POT STA. 16+42 fA.15+18.00 BRIDGE No.89 -L- POT STA. 15+80 BRIDGE SKETCH � _ � � � � '� a � � � ` �� y � W �� r � - � ti�� '� ti , I f 00 ry �� `L _ /\b � ' �' , �� 2�9 ry / <n � �� v \ � � � � P 1 � �I 278 -- I /'" i �_ �i � //�/ \ °, "��/ � �- � � �`z a` ' �� 0)� � ti � e/ � � � y-� u ti� � q q� �, b � � �^y �-0�' �� b � � � ��-- ' S � ., � � _ �. \ 75-. I ^ \ \ / \ I � I O w 3 � - I ` ~ � � __ � -- - DB 2927 PG � "' P 129 PG I � _ � i I �Z � 92 � �� 8� --------- � � � � - , -�� i �� z 9 � �� R� , �, �� \ � -L- S7 �.� ` �TO END � � F � \ C `� S6r , n c ___ - ENLARGED aVIEW `z z ; --� ,` F�� :- 6 � .. 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MPLETELY dOYE E ti � NCRESE"__ER GL. II RIP'RABLZ ; � /� � T��HOULDER ��,�, b /�� '��ye N� � � � � � � �� P� � � .�-.✓ � ,� �s�8 ti�� - i � �ti o CL �RIP RAP s � or� i 7 Y.GEOTE IE DI�Cf� � �� S�Y�LE / L� / � /l 6CZ'/ � J �i��az� 280 � �9, \ / �S \ I� EXCAVA� TO �� \ � � ) �, m �1� ELEV 27 0 --�\ � 140 CY � \ / N � �,ti�SMPLETELY REMOVE EXISTING COIV�� A�IK STABILIUTION ON BA� � � �\ � � � CL.II IIRAP / � �11�I � SEE�AIL 4B � �I �, ` � � I S, 1 � �� V � �\�—,.�� /A � ti `�� q� � N � � ", , �ql- . ��\.., / � . ; � `r �, 'y�� `, ,� , _ _ � � ti e Ob y"'�-- �bZ l�� bZ /b� � � � � dbti � � 86�� _. ti�� ti0��'____�. � `_� R � ��0� ��C H��y 9� � i�t,� :Y �� nt_> , i i �i� .� � ��..��, „�q ��/ w0 S I�� y , 6$ L - t,_+�� , ' �/ "' 0 � \ �.w, - �8 T6g -�..i�C/� � . b O�' . 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B R'p kap \ � FROM -L- STA. 17+29 TO STA. 19+42 LT FROM L- STA.15+18 TO 15+36 ��6 �� 1, FROM -L- STA. 18+65 TO STA. 19+29 RT � / FROM L- STA. 16+00 TO 16 Z / �/ �r i, / � � � i � l8 / �_ _ yBZ� q0'L � Ob / I ,� � I / � / � / rj / / j I ti �b~ 56� �bti w`D `8Z/� e � �� w o b� �j �� / ) oyt � / N � m A w � , U 9s ?96 \ � `�O7 � � �n ' � � \ � � � i � � � o ' N ^' � �9a� �' UN � � �, 2 � w � A � w �'� r � �SSIFIED STRUCTURE EXC VATIQ � , � N � � � � � w I o - 290 �� ti � � � �� SEE SHEET 5 FOR -L- PROFlLE � '�� - PERMIT DRAWING � i SHEET 3 OF 5 \ � DENOTES TEMPORARY IMPACTS IN SURFACE WATER m 0 � DENOTES IMPACTS IN � SURFACE WATER / / 1 �`e� �� . i90ti�j, 0/ \/ � � `b�v � �' �� ■I■ii� ■■■■ ■■■■ ■■■■ �� R�Q..�'�� i :�� 1►,�� 11��#_� ��I/%�(i ��■ i�■■ WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPA T URFA E WATER IMPA T 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) L 15+88 LT TO 1 L 16+02 RT Bank Stabilization 0.01 < 0.01 87 10 TOTALS*: 0 0 0 87 10 0 *Rounded totals are sum of actual impacts NOTES: ' Length of concrete pier impact has been accounted for in the riprap on banks quantity " riprap on banks quantity includes left and right. �