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HomeMy WebLinkAbout20170461 Ver 1_17BP 12 R 49_Permit Drawings_20170313_20170418k 11�;11�� <14' North Carolina Department of Transportation SL[?1'llitYcl�PP � Highway Stormwater Program �. STORMWATER MANAGEMENT PLAN (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.12.R.49 TIP No.: 176P.12.R.49 County(ies): Iredell Page 1 of 1 General Project Information WBS Element: 17BP.12.R.49 TIP Number: 176P.12.R.49 Project Type: Bridge Replacement Date: 3/9/2017 NCDOT Contact: Paul Fisher, PE Contractor I Designer: Scott Brookhart, PE Address: 1020 Birch Ridge Dr Address: MA Engineering Consultants, Inc. Raleigh, NC 27610 598 E Chatham St, Suite 137 Car , NC 27511 Phone: 919-707-6720 Phone: 919-297-0220 Email: fisher ncdot. ov Email: sbrookhart maec.com Cit ITown: Statesville Count ies): Iredell River Basin s: Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th fin. miles or feet : 09 mi Surroundin Land Use: Rural farmland Proposed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 0.2 ac. 0.2 ac. Typical Cross Section Description: 2 11' lanes with 2' paved shoulders tying into existing alignment. Shoulders will be paved 2 10' lanes with grassed shoulders of varying width to face of guardrail where required. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 2800 Year: 2010 Existin : 2800 Year: 2010 General Project Narrative: The purpose of this project is to replace existing bridge no. 212 on SR 1892 over Patterson Creek in Iredell County. The existing bridge is a three span structure with an overall (Description of Minimization of Water length of 120'. The proposed bridge is a three span 21" cored slab structure with an overall length of 130 (1@40',1@50',1@40'). The existing horizontal and vertical alignments Quality Impacts) will be maintained and all storm drainage will be discharged as far away from the stream as practical while maintaining existing flow patterns. Rip rap will be used to diffuse flow where applicable. Summary of inethods utilized to minimize impacts: -Fill slopes set at 2:1 to maintain existing drainage patterns -Shoulder slopes maximized at 7' to promote infiltration from roadway runoff -Bank stabilization provided under new structure to prevent erosion -Embankment stabilization provided at terminus of ditches into Patterson Creek -Rip rap pads provided at drainage outlets to diffuse flow -New design removes bents from water eliminating one bent currently in Patterson Creek Waterbody Information Surface Water Body (1): Patterson Creek NCDWR Stream Index No.: 12-108-11-3 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: 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) •� � V � � O V See Sheet 1 A For Index of Sheets See Sheet 1 B For Symbology BEGIN PR ����� �� ����� �������� �������� �� ��(���.�i�� IREDELL CO U1�lTY LOCATI011L• BRIDGE #2l2 OVER PATTERS0111 CREEK 0111 SR 1892 (JEIVIVINGS RD) TYPE OF WORK GRADING, DRAINAGE, PA VI1VG, AND STR UCTURE WETLA1�lD PERMIT DRA WI1�lGS T 17RP_ 12_ R_49 �'S� -L- POT STA.12 + 00.00 � TO SR 1890 (TOMLIN MILL RD.J CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. �. ��s — —/ — - � � NAD 83 � NA 2011 � � I P��t� I �/ 1 4 S,S � �,5� �����/ -�- Por sra. i3+�2.�s -L- POT STA. 15+05.25 PERMIT DRAWING SHEET 1 OF 4 END PROJECT 17BP.12.R.49 -L- POT STA.17 + 00.00 INC�Ng�1LETE FIl,.�NS DO NOT U3E POR AFW ACQUISITION UOGUMENT NOT CONSI�EREO FINAL UNLE53 ALL SIGNATURES COMPLETEO TO S� (RAIDER RD.J NCDOT CONTACT: STEVEN RACKLEY, PE DIVISION BRIDGE PROGRAM MANAGER (704)480-9034 GRAPHIC SCALES DESIG11l DATA PROJECT LENGTH P�epored Fon HyDRAULICS EIYGINEER DIVISIOIV OF HIGHWAYS ADT 2010 = 2�80� 1000 Birch Ridge Dr., Raleigh NC, 27610 50 25 0 50 100 o By: �� ��u�Py� � �� n� I �I T= b �o — 598 East Chaiham 5treet-Suite 137 s� �� ,--� � — M A Engineering �a,Y,N� z,5„ �� � PLANS V= 55 MPH LENGTH ROADWAY PROJECT l7BP.12.R.49 = 0.070 mile ��� Phone: 919297.0220 Fax: 919197A221 � � ii Consultants, II1C. NCLicense: F-0160 PE � � SIGNAT[1RE: u�iv �j� Z�j � rj0 100 2012 SIANDAXD SPECIFICA770NS � � ROADWAY DESIGN e � LENGTH STRUCTURES PROJECT 17BP.12.R.49 = 0.025 mile � RIGHT OF WAY DATE: KEVIN S. HUTCHENS, PE ENGINEER PROFILE (HORIZONTAL) nxo�scz sNcrxEEn ��',�� ���� 10 5 0 10 20 TOTAL LENGTH PROJECT 17BP.I2.R.49 = 0.095 mile �� pr����� FUNCT. CLASS. = LOCAL LETTING DATE: ROBERT W. PORTER, PE SUBREGIONAL TIER PROJECT DESIGN ENGINEER PE PROFILE (VERTICAL) srcnarurzs: N Z � N i W � �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER �, 11 � 8 BM#I S 19°03'07" W 211001' FROM GPS 212-I ELEV=822o79' 0.64 MILES +/- TO SR 1890 TOMUN MILL RD. . ♦ �S ���9„R \\ �'A \. O CARL THOMPSON LIVING TRUST CULTIVATED FIELD � : •�� , ��S�1 EXISTING R/W , F/� / � � NAD 83�—NA 2011 CLASS II RIP RAP SEE DETAIL El CLASS II RIP RAP (STRUCTURE PAY ITEM) WOODS �;n. _ -._ T T � T W EXISTING R/W F ' W -- — — — — — — o' �� F � CLASS II RIP RAP (STRUCTURE PAY ITEM) F CULTIVATED FIELD �`����� �� ����� . , �� ����:]� ��•1.•_�� � � -� �� �car� ��:� a��w�m�:�. � _ _ W O NANCY Me VANSTORY �G� ♦ O ��P GENE VANSTORY /, 20'PAVED ROADWAY SR 1892 JENNINGS ROAD — � �VI�J "' E E �wJ BANK STQBI�IZATIOf� � � � S I T E I� EXCAVATION � (SEE STRUCTURE ���' MBANKMENT n �I PLANS) �o� SEE DETAIL ERl RIP RQP HT EMBQNKMEIVT �;��`����� (SITE 2) CULTIVATED QP / CULTIVATED FIELD FIELD O O TERRY Co & ROBERT Wo & LYNN Co MILLER CHERYL Po ROBERTSON EXISTING R/W 0.l1 MILES f/- RAIDER ROAD _� — T — EXISTING R/W PROJECT REFERENCE NO. SHEET NO. l7BP.l2.R.49 4 RrW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED == M A Engineering N� License: // Consultants� �n�. F-0160 598 East Chatham Street Suite 137 Cary, NC 2751 1 Phone: 919.297.0220 Fax: 919.297.0221 PERMIT DRAWING SHEET 2 OF 4 DECK DRAINS REQUIRED 5@ 8"x6" OPENINGS IN BRIDGE -L- 13 + 81 LT & RT -L- 13 + 95 LT & RT -L- 14 + 08 LT & RT -L- 14 + 68 LT & RT -L- 14 + 85 LT & RT DETAIL ERl RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'min. 1 Grade � 2'0 GEOTEXTILE � Type of Liner=CL II Rip-Rap SAY 8 TONS CL II Rip-Rap FROM -L- STA. 14+53 TO STA. 16+25 RT FROM -L- STA. 14+10 TO STA. 14+37 (SOUTH BANK) SAY 9 SY Geotextile FROM L STA 14+47 TO STA 14+56 (NORTH BANK) FROM -L- STA. 14+49 TO STA. 14+56 RT BM #1 „ ._. . -, - � - - � � - - - ._. - , - -, . . . � � - � - � . . RAILROAD SPIKE SET IN 18 PINE , - • ; • : . � , � , , � � a , „ , — � : .� �� � _ ,. RA TA S 21 Ol 43.1 W 156.02 FROM -L- STA. 10 + 00.00 ' ` ' ` ` ' G � � � ° -. , �,, � . . �, �, ._�_ ._. , - � �.. � � �, �� � • . . - - - . ._ _. . � • - � ' _ ; '-' ,- ,- , - ---- -- - - - - d, , ,. = - = , , , / / _ / , ,_ - ,_, ,__ - - - : '--- :_ . : : - � ; , :_ _.___ _._ - ._ _ � � � � ��� BASE D/SCHARGE 4600 CFS ���,. ��. ���, ���� ��.. � � � �� �� ��� ���� ���� � -� �-� ,.�� ,�� -�� ��, ��� ���� � ��,. � . �� � ��� �� � �� �,. � � - �� � . � �, �. — �.� �� �� ���� � ����� ������� ���� ���� ������� �������� ������� ���� �� ��� ��������� ������� ���� �������� ������� ������� ���� ������ � � ����� ����� �� ��� � ����� �� ��� � ���� ,.�� . ..� �,� �� � � � � � � ���� ���� ��� ���� �r������� ����� _ , U N /00 YR , — _ � � . . � � , � : : BASE HW ELEVAT/ON 8/3.2/ FT — . - - � � ,- - -�� , — - � .. _:- � :: . . _ ;. . -. - — — , : — — — --- -- — — ,� � v.. P� ,,, OVERTOPP/NG D/SCHARGE 11500 CFS � �.— � , , , ; ; , , , , , , , ,. , , , , , , ,, ,� � , , — _ BE /N EA�� GR , E � OVERTOPP/NG FRE�UENCY 500+ YRS , R , , AD , , , � - - _ � t _ — - � � � � � � � � . . � � - _- - OVERTOPP/NG ELEVAT/ON 8/8.7 FT L ST 12+54.0� � �I �TA. �5+75.00 „ � - — � � - ., ; - , — _ Pl 13+25.00 , , EL.. �18.8 EL. 8.25 ' _ , ' EL 8/9.04 . � � ,� ,_� �� - � : , ,� � ,� � . - � � �- � - � � -- — , VC = l00 , DATE OF SURVEY = MAY 20/4 . K = / -- 89 ; , WS. 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'.8 4.00 ' - -- - - - - - - - - - - - - -- - - - - - -- - - 12 13 14 15 16 17 �• 1 � N Z � N i W � �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER �, 11 � 0.64 MILES +/— TO SR 1890 TOMUN MILL RD. . � �S ���q„R � Cp \ O CARL THOMPSON LIVING TRUST CULTIVATED FIELD � : . ,_r , �JS�L EXISTING R/W , Fj� � � � NAD 83�—NA 2011 CLASS II RIP RAP SEE DETAIL El CLASS II RIP RAP (STRUCTURE PAY ITEM) JS WOODS � � .—� _ T T � T W EXiSTING R/W F � W — — — — — — — o� �� F � �s W � CLASS II RIP RAP (STRUCTURE PAY ITEM) F CULTIVATED FIELD /� \ _ O NANCY Me VANSTORY ♦ O `\ �G� �J Z�� GENE VANSTORY �, , ---_--------�F—I � --� \� T 20'PAVED ROADWAY SR 1892 JENNINGS ROAD � EXISTWG R/W — T �— EXISTING R/W / � � w � E � �,8p�� ��� BANK STQBI�IZATIOf� � � � S I T E I� EXCAVATION � (SEE STRUCTURE ���' MBANKMENT n �I PLANS) ��� SEE DETAIL ERl RIP RQP HT EMBQNKMEIVT i,��`�� �"� ( S I T E 2) CULTIVATED QP / CULTIVATED FIELD FIELD O O TERRY Co & ROBERT Wo & LYNN Co MILLER CHERYL Po ROBERTSON 0.l1 MILES f/— RAIDER ROAD _� PROJECT REFERENCE NO. SHEET NO. l7BP.l2.R.49 4 RrW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �N�����.s1Li�1Ls ��.s�N.� ➢3� N�'I° US1E ]F�F; % W ACQUIISII°B�N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED == M A Engineering N� License: // Consultants� �n�. F-0160 598 East Chatham Street Suite 137 Cary, NC 2751 1 Phone: 919.297.0220 Fax: 919.297.0221 PERMIT DRAWING SHEET 3 OF 4 DECK DRAINS REQUIRED 5@ 8"x6" OPENINGS IN BRIDGE —L— 13 + 81 LT & RT —L— 13 + 95 LT & RT —L— 14 + 08 LT & RT —L— 14 + 68 LT & RT —L— 14 + 85 LT & RT DETAIL ERl RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'min. 1 Grade � 2'0 GEOTEXTILE � Type of Liner=CL II Rip-Rap SAY 8 TONS CL II Rip-Rap FROM —L— STA. 14+53 TO STA. 16+25 RT FROM —L— STA. 14+10 TO STA. 14+37 (SOUTH BANK) SAY 9 SY Geotextile FROM L STA 14+47 TO STA 14+56 (NORTH BANK) FROM —L— STA. 14+49 TO STA. 14+56 RT BM #1 „ ._. . -, - � - - � � - - - ._. - , - -, . . . � � - � - � . . RAILROAD SPIKE SET IN 18 PINE , - • ; • : . � , � , , � � a , „ , — � : .� �� � _ ,. RA TA S 21 Ol 43.1 W 156.02 FROM —L— STA. 10 + 00.00 ' ` ' ` ` ' G � � � ° -. , �,, � . . �, �, ._�_ ._. , - � �.. � � �, �� � • . . - - - . ._ _. . � • - � ' _ ; '-' ,- ,- , — ---- -- — - — — d, , ,. = - = , , , / / _ / , ,_ - ,_, ,__ - - - : '--- :_ . : : - � ; , :_ _.___ _._ - ._ _ � � � � ��� BASE D/SCHARGE 4600 CFS ���,. ��. ���, ���� ��.. � � � �� �� ��� ���� ���� � -� �-� ,.�� ,�� -�� ��, ��� ���� � ��,. � . �� � ��� �� � �� �,. � � - �� � . � �, �. — �.� �� �� ���� � ����� ������� ���� ���� ������� �������� ������� ���� �� ��� ��������� ������� ���� �������� ������� ������� ���� ������ � � ����� ����� �� ��� � ����� �� ��� � ���� ,.�� . ..� �,� �� � � � � � � ���� ���� ��� ���� �r������� ����� _ , U N /00 YR , — _ � � . . � � , � : : BASE HW ELEVAT/ON 8/3.2/ FT — . - - � � ,- - -�� , — - � .. _:- � :: . . _ ;. . -. - — — , : — — — --- -- — — ,� � v.. P� ,,, OVERTOPP/NG D/SCHARGE 11500 CFS � �.— � , , , ; ; , , , , , , , ,. , , , , , , ,, ,� � , , — _ BE /N EA�� GR , E � OVERTOPP/NG FRE�UENCY 500+ YRS , R , , AD , , , � — — _ � t _ — - � � � � � � � � . . � � - _- - OVERTOPP/NG ELEVAT/ON 8/8.7 FT L ST 12+54.0� � �I �TA. �5+75.00 „ � - — � � - ., ; - , — _ Pl 13+25.00 , , EL.. �18.8 EL. 8.25 ' _ , ' EL 8/9.04 ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� � � � � � � � � � � � � � � � � � � � �� ���� ���� ���� ���� ���� ���� � �� -,� � �� ���- ���� ���� �-�� ���� -��� ���� �--� � �� ���� ���. ���� ���� ���� ��� ,��� ,_�� ���� �- � ���� ���� ���� ���, ��� ���� � _ � , , _ = AY /4 . , . - . . , , — EY M 20 _ K — / , 89 , , , , , , , „ , ; , ' `ll _ WS. ELE ATl _ d V ON — V 60 mh p : = FT � � , AT DATE OF SURVEY 8�� . .. . . .. . .. . ,., . .. ,. , -, , �, ..- �. ,.� . - , �- � .. - . _ . ._ �- � -� _ . .- � � . � T TR T R P . 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I' I' � "� � � ._, `, ._ ' , ' , . . _ ._ , ._ , - � � - - • � - - � � � � - � � . ` _' . / �.. • , ., .�. . ,.. . �... , • • • • icl rl ' ]4/ i • E _ A�G OGE '�� ' B, REM01/EDl .: . ;_ , � — — — — - — END LA7`E Y DIT H — — — ., . , , . . , ., , , RA �L� S A. 1 b� � R1' ` . . , � -, . , , . � � � , : ; � ,, , _ . . , , . , � . . . . . . _ . . . ._ : - – – . . . . . ,__ ._ . - - . ._ � , ._ , � , . - � � L. , 10 , , , , , , ., , , , , . , BEGI LATEt�tAL V ITCH – � ,-',- – ; TG _, T:4: ]4_f53 _RT – �– – – � : ._ - � � . . . '– � :_:_. - � – = � = � � . ._:__ ._: :_. : . – - � _:_: . . � ' � : . . ' ,_ EL. '.8 4.00 ' – -- – – – – – – – – – – – – -- – – – – – -- – – 12 13 14 15 16 17 �• 1 � 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 -L- 14+10 to -L- 14+68 Bank Stabilization 43 2 -L- 14+51 Embankment 16 Stabilization TOTALS: 59 Revised 3/31/OS