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HomeMy WebLinkAbout20170271 Ver 1_17BP 12 R 40_PERMIT DRAWINGS_20120224_final_20170301k 11�;11��'<14' North Carolina Department of Transportation �� SL[�rtl]�YdtPf Highway Stormwater Program ���` STORMWATER MANAGEMENT PLAN ��--• (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 17BP.12.R.40 TIP No.: 176P.12.R.40 County(ies): Iredell Page 1 of 1 General Project Information WBS Element: 17BP.12.R.40 TIP Number: 176P.12.R.40 Project Type: Bridge Replacement Date: 1/10/2017 NCDOT Contact: Paul Fisher, PE Contractor I Designer: MA Engineering Consultants, Inc: Scott Brookhart, PE Address: 1020 Birch Ridge Dr Address: 598 E Chatham St, Suite 137 Raleigh, NC 27610 Cary, NC 27511 Phone: 919-707-6720 Phone: 919-297-0220 Email: fisher ncdot. ov Email: sbrookhart maec.com CitylTown: 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 lin. miles or feet : 0.36 Surroundin Land Use: commercial (landscape products);residential/open farmland Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 1.4 ac. 1.1 ac. Typical Cross Section Description: 2 12' lanes with 6' shoulders (4' paved) tying to existing alignment. Shoulder with in Existing is 24' pavement (12' lanes) with varying width grass shoulders. areas with guardrail will be 7'. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 3800 Year: 2011 Existin : 3800 Year: 2011 General Project Narrative: The purpose of this project is to replace existing bridge No. 78 on SR 1004 over Third Creek in Iredell County. The existing bridge is a 3-span structure with a total length of (Description of Minimization of Water 127.5'. The proposed bridge is a 3-span structure with a total length of 135'. The proposed bridge will be built adjacent to the existing structure at a similar grade in order to Quality Impacts) maintain traffic on the existing location during construction. All storm drainage is discharged as far away from the stream as practical while maintaing existing flow patterns. Methods utilized to minimize impacts: -Fill slopes set at 2:1 to minimize impact to wetland -Alignment placed as close to existing structure to minimize impacts to wetland -Storm drainage outlets to rip rap pad to reduce velocity and diffuse flow -Pipe outlet in SW quadrant outlets to rip rap on embankment to prevent erosion. -Bank stabilization provided under new structure to reduce bank erosion -New design places bents out of water, eliminates one bent currently in the water -Promotion of sheet flow and infiltration with grassed shoulders and swales as practical. -Existing embankment will be graded to drain and vegetated for diffuse flow. Waterbody Information Surface Water Body (1): Third Creek NCDWR Stream Index No.: 12-108-20-4 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Other Stream Classification: Impairments: ThreatenedlEndangered Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A 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) c -o � � � �_ a � _ �i � O � � � � 3 0 0 c a � � 0 .- c w � � � W � � � 0 ��� � o r� o�i- N �� �_� ��Q —�M .. � V w 0 � � � � •, � V � � O V \ / See Sheet 9-A f��or I�ndex of Sheets See Sheet 9-B Foi Symbology ; ��, � � T ^��� ����Rq��s �� � 0 ��� ��oR � � aos BEGI11l PROJECT 17BP.12.R.40 U POT STA. ll + 25.00 ����11 � �� �1 V �� �l � `�/���JI A��� �������� �� �������� IREDELL CDU11tTY LOCATION: BRIDGE #78 OVER THIRD CREEK ON SR I004 (B UFFALO SHOALS RD) TYPE OF WORK GRADING, DRAINAGE, PAVI11lG, AND STRUCTURE WETLA1�lD PERMIT DRA Wl1�lGS END BRIDGE -L- POT STA22+ L SR 1004 � � BUFFALO SHDALS RDe � / ) y � , 5 END PROJECT I7BP.l2.R.40 / �� —L— POT STA. 3l + 00.00 / /: CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. STAT6 I . .. . , . .. . I � � 5 I PERMIT DRAWING SHEET 1 OF 7 � DOGUMENT NOT GONSIGERED FINAL UNLE55 ALL SIGNATURES COMPLE7ED NCDOT CONTACT: STEVEN RACKLEY, PE DIVISION BRIDGE PROGRAM MANAGER (704) 480-9034 PrPpared For: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH DIVISION OF HIGHWAYS ADT 2011 = 3800 1000 Birch Ridge Dr., Raleigh NC, 27670 50 25 0 50 100 T _ 7 p�o gy. o� �oqp�y � — M A En ineerin 598Ea�«h�tham5t�eet-5��te,3� ��� �o V= 45 MPH I,EIVGTH ROADWAY PROJECT 17BR12.R.40 = 0.348 mile ��� g 9 caoY,Ncz�S„ � `'�oo PLANS ii an �e: 9iz.zezozm Fax: 9i9.z9zozzi � � // Consultants� �ri�. NCLicense: F0160 �'.E. OO 5� SfGNATURE: rNu fj 0 2 rj Q rj 0 � �� 2012 STAhDARD SPECIFICAT70NS `� o LEIVGTH STRUCTURES PROJECT 17BP.12.R.40 = 0.026 mile ROADWAY DESIGN � a RIGHT OF WAY DATE: KEVIN S. HUTCHENS, PE ENGINEER PROFILE (HORIZONTAL) FUNCT. CLASS = OCTOBER 3, 2015 rno�scr sNcrxEEn `'��'�p oQ�`� 10 5 0 10 20 COLLECTOR TOTAL LENGTH PROJECT 17BP.12.R.40 = 0.374 mile °� ppp��'� LETTING DATE: ROBERT W. PORTER, PE SUBREGIONAL TIER PROJECT DESIGN ENG/NEER PE PROFILE (VERTICAL) S7GNATURE: 0 MARGARET T COOK & � O CRYSTAL COOK HOLT O MARGARET T COOK � ��� �� \ �� O q�o 8�\ �BS'T Sy�� ��` " \ �\\ ° s� �6F�� E� x/S T � 'O°� � � —� ��c o �r� r,Nc � � \k\ \ � <FS C�OSs� � \rr v " . � � \ \\` \ � oqos � �\ � F � ��. �, F \ . \ \ ` � � \� \ � � � �� � � \ F � � \ \ \\\ , F� O MARGARET T COOK & AMY COOK WAGNER O 3 MARGARET T C AMY COOK WA O MARGARET T COOK & AMY COOK WAGNER ISBD � RET�AI N x I= J �I � �� F E � COLLAR AND EXTEN D 18" RCP–III O JAMES C & TRACEY GBSON � PASTURE \� CHW Ft� 21+29 RT (18" PIPE OUTLET) � � � \ � � � RETAIN I � � RFTqII� � �� ��_ � � o � X �X E � � _ �� ��� �� `� X�-F/ — �. � \ \ C — — C —r —� c — — — SO/L � �� � —� -- 12" HW � C � �O� O� R � � \ � � � � GR.4DE � TO � �RAIN� � � � – �°OF? � REMOVE �� �� � )K & JER == M A Engineering N� License: �� Consultants, Inc. F-0160 598 East Chatham Street Suite 137 Cary, NC 27511 Phone: 919.297.0220 Fax: 919.297.0221 o�� � � JAMES BoTROUTMAN � LIVING TRUST PROJECT REFERENCE NO. 178P.12.Ra40 RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER FROM –L– STA. 21 +34 TO STA. 21 +63 (WEST BANK) � FROM –L– STA.21+72 TO STA.22+07 (EAST BAN � PASTURE � REMOVE EXIST. CONC. SLOPE O PROTECTION & REPLACE WITH Q. PROP. CLASS II RIP RAP AS SHOWN O � � . BANK STABI�IZATION ��' LANCE ToLINGLE c,� MELISSA S, �INGLE DOCUMENT NOT CONSIDERED FINAL � S I T E 2� `� UNLESS ALL SIGNATURES COMPLETED � : � REMOVE EXIST. CONC. SLOPE PROTECTION & �/ T E M P o W 0 R K P Q D � EXCAVATE APPROX. 400 CY OF EXIST. EMBANKMENT (STRUCTURE PAY ITEM) � �•' T E M I M P A C T S T O N SUR QCE WQTER E E� PDE E w w � � 0000.o 000 0 0o x � k WOODS �o� � o°o°o° ° \'�/j: � � ,J—U ", r--c .- -. r--r � r—, ,_. — . . _ . . —. �, � o o° ,. _ o° ti �'�, �� � � � \ — — T — — — — — T— � � i �,-� — T o - � � \ I WOODS � � � \ � ��� �� �� � i � i \ � L � � � �, �� �--� �_ BQNK STqBIL IZQTION rn � � �- � F � iF � � �sA (SITE 3) _____� �_ _� — t —__��—� —� V �0000 �n�� � >oop0000 h �` X � � 000000° �� � ��' � 0 0_0 �°, ��� . / a � �SITE�I)� � \ CONC E �, � — — � — — —� — — — — — — — 0 0�0o WOODS 000 00 � 0 00 ' o� �o C �o�oo o � l7-�� — _ _ , 000�o � GRADE TO DRAIN TEMP. 00 0°° o � � � 12" CSP � O F0000p O ° r �f'j Z � — o0 0 2 o°o o — — — � + J W o°oo ° A� CC� � ♦ • � W 0 0 0 /Y :J:J ;J 5" RCP–IV N = _ 00 0 0 00° Q � N ~ � w 0000� �0000000000po 2G1 N N II R P��000000°o� WOODS J L El F °o°0000poo° — 15'_w/1 ELBOWS — — — — — — F F j� R n � E PASTURE DENOTES TEMPORARY �O WOODS IMPACTS IN SURFACE WATER � PASTURE x � � � F F DENOTES FILL IN ' � � o � WETLAND ' � � � p CLASS II RIP RAP i 7 CLASS II RIPRAP �i � (STRUCTURE PAY ITEM) � O SEE DETAIL E2 i O MARGIE 0& TONY 0 WISE JAMES Be TROUTMAN LIVING TRUST EST. b TON �/ 8 SHARPE FAMILY OF NORTH CAROLINAg LLC , EST. b SY GEOTEXTILE O ' - - - - , - BM #1 : . : . . . - . . . � . :_. . ; : _ �r✓Ii� G , : - , . ; PI = I f : . . – � � RAILROAD SPIKE SET IN 36" OAK ;-. , . . � ; , p /+ D�TCH LEC7END �� ADE — 5 25 00 . DRAUL T A — EL = 84 'Jr.9� – – A. 17 + 13.43 (12.03' RT) �i L.�R�QGE � �l. �Q ,--- , ' ,_ , L ST _ - . �L. ��4:4 . _ . - VC = 340' � . , . _ � . - E�. ss3.o�' � � � � � � DESIGN DISCHARGE = 4,200 CFS -- ---------------- �. .. .. . . . FT /T H _ . K = / : _ �Q __ 08 DES/GN FREQUENCY - 25 YRS LE �� � � ` ' - - . --, , : V— 50 mph ; , DES/GN HW ELEVAT/ON = 804.2 FT - - - � Rl HT lT H ——————————— . � � � . . _ L-� , : . : - : , � , : . - � . . . : . ; : BASE D/SCHARGE - 5.800 CFS ,� � � , G D C � 3 � _ � BASE FREC?UENCY /00 YRS , , , ,, , , , .� , , ,, , ,, , , , , -.. -. - , , , , - , . ,- ,. - ., , , ., , ., , � , - � ' � `� -� . - . � :. - . : :. .: : . . � _ . : , � � L � � � , -�- : - �� ,.�.� ��=T �=T 4-�.. . . - , . . . . . OVERTOPP/NG D/SCHARGE _ 15,400 CFS _ _� � � - 1 = i , _ , � _ � OVERTOPP/NG FREQUENCY 500f YRS � � , , - - - £ -�. - , - : , ; _ , , , � +20.00 � �� _- i OV RT PP/ L VATI - l FT . . . . . . . . . . . . . . . E 0 NG E E ON 8 2.3 � 1— — � - . 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SHEET NO. -- ngineering N� == �icense: /7BP.l2.I�<4� 4 �� Consultants, Inc. F-0160 598 East Chatham Street Suite 137 Cary, NC 27511 � SHEET NO. Phone: 919.297.0220 Fax: 919.297.0221 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER o�� 0 � � JAMES Bo TROUTMAN I �� OFROM -L- STA. 21 + 34 TO STA. 21 + 63 (W EST BAN K) � L I V I N G T R U S T FROM -L- STA.21+72 TO STA.22+07 (EAST BAN MARGARET T COOK & I; AMY COOK WAGNER � PASTURE � � � REMOVE EXIST. CONC. SLOPE ,, ISBD O PROTECTION & REPLAC� WITH ` � Q- PROP. CLASS II RIP RAP AS SHOWN �� I O ♦ i" � �� LANCE Te �INGLE RET�41 N x I= J �� -s �\ � F E — - � B A N K S T A B I� I Z A T I O N �� MELISSA Se LINGLE DOCUMENT NOT CONSIDERED FINAL � S I T E 2� '� UNLESS ALL SIGNATURES COMPLETED , � � REMOVE EXIST. CONC. SLOPE PROTECTION & �/ T E M P o W O R K P Q D � EXCAVATE APPROX. 400 CY OF EXIST. T E M I M P A C T S T O EMBANKMENT (STRUCTURE PAY ITEM) ;� t ��� � PAST R N �� � k�, SUR QCE WQTER U E I 0 \ � CHW Ft� - 21+29 RT (l8" PIPE OUTLET) ����� I �� �� � �� � �'�a�` �. � � S I T E� I � � CONC ' ' � � � � _�� —�— ! / �/�/�/�// � `�,�� , I `c, �\�� � � RETAIN E � PDE E � � X E E -�___ — � RFTq/ � �� _�_ i;i E w w --- ---. --- -- \`\ � � \ `�\ � �— I � I X�XI� � I — �� o` � � o c . — G k o ��oc,o�; WOODS \� — — —�- —�G — — — ° � o�p o00 � nii o c�� � ot �� C WOODS o 0 0° o�o o �X , o 0 � SO/L ` C o � o �, o � \ \ —` � � 12 HW C � —�tr3—�-c.�-�vTc�J— o0 0 0 °o ��x�/y• �� o°� � \' �-•�r — — — C �(/ � �� �. 6, o 0 0° o �l�n.� o�o O � ° o 0 0° n�y / `'o'o o° GRADE TO DRAIN TEMP. 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FT /T H �. _ K-� _ �Q - 08 DES/GN FREQUENCY — 25 YRS LE �� � �_ — - _ : V— 50 mph , DES/GN HW ELEVAT/ON = 804.2 FT - � Rl HT lT H ——————————— . � � � . . _ L-� , : , : - : , � , : . - � . . . ; ; BASE D/SCHARGE - 5.800 CFS ,� � � , G D C 3 � _ � � — BASE FREC?UENCY /00 YRS , , , ,, , , , .� , , ,, , ,, , , , , -.. -. - , , , , - , . ,- ,. - ., , , ., , ., , � , - � ' � `� -� . - . � :. - . : :. .: : . . � _ . : , � � L � � � , -�- : - �� ,.�.� ��=T �=T 4—�.. . . - , . . . . . OVERTOPP/NG D/SCHARGE _ 15,400 CFS _ _� � � - 1 = i , _ , � _ � OVERTOPP/NG FREQUENCY 500f YRS � � , , - - - £ —�. - , — : , ; _ , , , � +20.00 � �� _- i OV RT PP/ L VATI — l FT . . . . . . . . . . . . . . . E 0 NG E E ON 8 2.3 � 1— — � - . EL = 82/.l7' o ' _ ` ' � ,, _ 0' �� ; . . , ,� � . ::. .. .: .: .: . _ .:� :.. .. .. . .: ;� � _ .. , � K � � = EY - SEPT 20/4 - . , . . . . .. . . V 45 mph , , " � , � , , WS. 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SHEET NO. � �, 178P.12.Ra40 5 � � �Q� RrW SHEET NO. ROADWAY DESIGN HYDRAULICS g Q- I O ENGINEER ENGINEER LANCE To LINGLE � LANCE THOMAS & MELISSA So LINGLE MELISSA So LINGLE �� �Q � N DOCUMENT NOT CONSIDERED FINAL isFBus RETAIN UNLESS ALL SIGNATURES COMPLETED � == M A Engineering N� License: CONC j I �, �� C o n s u I t a n t s� � n�. 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D= 2 Ft. � � � ISFD i �� \ /Q � R� b= 2 Ft. � � 0e� � F ��� �`� w I '2 8� � � � / � FROM -L- STA. 21 + 55 TO STA. 26 + 00 RT cn S � \ F// � " Z �se � �98�JOODS � O 9 \ F '� �� /4 899 `� .� � �'1 �� . _� AO /�o \ N / � � 98e� G � � �se�2 � YF�� 8 I S F D FkiST�N� R�'STqT~ / � 98 �4 .�i � FS�/C<� ��0 � SITE 4 ♦ � e,3 � �^ � PERMIT DRAWING 2985�� O�� �2 O S H E ET 4 O F 7 SHARPE FAMILY OF JERRY D HINSOf� JERRY D HINSON SHARPE FAMI�Y OF JACK B& �<�otiNORTH CAROLINA, L�C � NORTH CAROLINAg LLC BETTY A WOOTEN ,. BM #2 : - - ; ._. . - � - � ' - � � - - - -_:_. � „ „ . , - • - - , - , - • - - - , - -. _ - _ _ ALUMINUM CAP ON REBAR STAMPED 48-0078 BL-3 - � � - � � - � - � � � � D�TCH LEC7END - -' , ,,. ,. , , , , , -L- STA. 26 + 97.94 (33.90 LT) � �� ��� �� � ���� ���� ���� ��� �� � �� � � � ��� �� � �� � ���� � � � � � � ���� ��� ���� �� � �� � � � � � � � � �� ���� ��� ��� ���� ���� ���� ��� ��� � ��� ���� � ���� ���� � , _ _ � � � � ,__ � � ,_ � � �� �� EL.817.52 .__ - - � . ____ ._: . : - . . � . . � � � � . . � ---------------- /. EL. 3 .05 - FT /T H I - -� - . . -- -- - - a - , :: :: . . � � ::. : = � Rl HT lT H ----------- � � ���,� G D C � � �,. , � .��� ��� �-� ,.�� � �� �,. �� � � ��,. � . � � � ..�� . ..� �,. � . � �, � � � � � � � � �� �� ��� �� ��� . , . ,. , � � � , � . , � � , � , , � - � ,, , � , � � . .. . _ "., � . _.. . .. . . - .. . . ��-0 _� - - — -- -�-- - , , , , , , , , , , , , , - _ � , , - , , , , P/ , , , , , , , , 29 55.00 , , : - : : : _ � ` - - - - - � � � . .. . .. . EL 826.70' - � - !� ' ; �� , , ; ; , = o VC /60' � , _ , , , , . , , , , . , , , _ , , ' ,, K 209 � � �44 � . . . . . . . . , � � _ � . . � , . . � , , ... ,� � ,� - � -� � . . . .. . m h - - V P , .. . , . . , . . .. , .. . .- . . . . . . , , , , � � . .. . . ... .. - .. . .. ,. -. , , . ..- � ,.� . � , 0 � y � - . .,_ � . , , , . , - , , - + , . � � � , , , , � � EL = 809.00' , . �_�;. , N - . � . ._ .- � � _ . .- � - � . _ ,. .. . . . - . . . .. . . . . , . 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I. .� Q� � � � � �� � � I . � � 0� � 0 � �- I �� � I� �� � � � � � =¢v 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- 21+70 BRIDGE 0.01 41 2 -L- 21+34 to -L- 22+07 Bank Stabilization 65 3 -L- 21+2g RT Bank Stabilization 10 4 -L- 24+53 to -L- 25+76 Wetland Impact 0.08 0.03 0.04 TOTALS: 0.08 0.03 0.04 0.01 75 41 Revised 3/31/OS