Loading...
HomeMy WebLinkAbout20171440 Ver 1_B5307_Permit_Drawings_20170424_20171109I Il�hWdy North Carolina Department of Transportation ����. Stc�rrt7�vater Highway Stormwater Program ��l STORMWATER MANAGEMENT PLAN ���=°��°' (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 46021.1.1 TIP No.: B-5307 County(ies): Sampson Page 1 of 1 General Project Information WBS Element: 46021.1.1 TIP Number: B-5307 Project Type: Bridge Replacement Date: 3/8/2017 NCDOT Contact: Paul Atkinson, P.E. Contractor / Designer: Steve Sykes Address: 1020 Birch Ridge Drive Address: 1020 Birch Ridge Drive Raleigh, N.C. 27610 Raleigh, N.C. 27610 Phone: 919-707-6700 Phone: 919-707-6700 Email: patkinson@ncdot.gov Email: sjsykes@ncdot.gov City/Town: Clinton County(ies): Sampson River Basin(s): Cape Fear CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.097 mi. Surrounding Land Use: Residential/Business Proposed Project Existing Site Project Built-Upon Area (ac.) 0.5 ac. 0.4 ac. Typical Cross Section Description: Proposed roadway will have 3-11' lanes including a center turn lane. Proposed bridge Existing roadway has 2-11' travel lanes, a 10' center turn lane. The begin bridge will be 51'-3" wide with 5.5' sidewalks on both sides. Roadway will have 2.5' C&G at approach has 4' grass shoulders and 2.5' C&G on the end of bridge approach. begin and end approaches of the bridge. Existing bridge is 28' wide. Annual Avg Daily Traffic (vehlhr/day): Design/Future: 10,950 Year: 2038 Existing: 7,950 Year: 2018 General Project Narrative: B-5307 is the planned replacement of bridge #376 in Sampson County. The existing structure over Williams Old Mill Branch is a dual span bridge with a total length of 36'. The (Description of Minimization of Water proposed structure will be 24" cored slab with an overall length of 70'. The final proposed structure does not require deck drains. The 3:1 proposed fill slopes were used to Quality Impacts) minimize impacts to the wetlands. Waterbody Information Surface Water Body (1): Williams Old Mill Branch / Beaverdam Branch NCDWR Stream Index No.: 18-68-1-10-1 NCDWR Surtace Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) 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 �e� /a-,l�,�-/ur 1A Fr_,r rn,9e,� �,f Sn�et.- �ll 'l l6 tl % I )nv/�ilf�c7no� � ymL(_1�s r�Y� rt 1���- i t,r �ui v�y Contr��l �hrF1� t� �,n�.....' -- � � , , , �o; .� L — � �� � � ���', � �� PROJECT _ � �� ' � LOCATION � �����o� ` � — � J v v � �' r — �� i � ���� � _--_ �� / - ' 1 _ 3� � � i� � ��--, ��� �, ' ��; � �, � I \ � �'' � � �'� • - ' i � � � • '�o"�S� � ? CLINTON � \ ) j x �� � � � /,m,, __ s � `•� ��_. °' _ � . �� ,,,� i' , -- � � , - - — i� � � � n VICINITY MAP OFF SITE DETOUR � � � ������ ��� ������� ���������� �I�'1I�I��� ���° l.II�I��I�-��i ��Vs��vS SAMPS01� CU U1�TY LOCATION: REPLACE BRIDGE #376 OVER WILLIAMS OLD MILL BRAIVCH ON SR 1838 (BEAMAIV ST.) TYPE OF WORK GRADIIVG, DRAI11lAGE, PAVI11lG A1VD STRUCTURE STwTC TE PROJ2CT ReNL+RENCE NO. 1��� B-5307 VROl.NO. Vw.PROJ.NO. 46021.1.1 BRSTP-1838 � 46021.2.1 SHL+GT wL eers � I &SfHIVI'IDN P.E. RiW PERMIT DRAWING SHEET 1 OF 7 WETLAN D AN D S U RFAC E WATE R IMPACTS PE RMIT TO US-701 BUS. , � �S J y,� . -��...,.. ������,.. s��� \ �� ��s� '�_ ..� y BEGIN TIP PROJECT B-5307 —L— POT STA. 14 + 48.00 ,, �— SITE 1 � -------L— BEGIN BRIDGE -L- STA. 17 + 2 � THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF CLINTON. CLEARING ON THIS PROIECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III - MODIFIED. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 DESIGN DATA ADT 2018 = 7,950 ADT 2038 = 10,950 K = 10 % D = 55 % T = 4 % * V = 40 MPH * TTST = 1 DUAL 3 FUNC CLASS = MA10R COLLECTO \ �� Nq� \l END TIP PROJECT B-5307 —L— POT STA. 19 + 60.00 SR 1838 —BEAMAN STREET I �BRIDGE 376 I4 �� `��\ \o , `6 \ 1 \; � F � ��i � 1 END BRIDGE -L- STA. 17 + 95.16 PROJECT LENGTH Prepored In the Offlce of: DIVISION OF HIGHWAYS l000 Birth Ridge Or., Ra(eigh, NC 27610 LENGTH ROADWAY TIP PROJECT B-5307 = 0.083 MILES Z012 STANDARD SPE�,F,�,,TroNs LENGTH STRUCTURE TIP PROJECT B-5307 = 0.014 MILES RIGHT OF WAY DATE: GARY LOVERING, PE TOTAL LENGTH TIP PROJECT B-5307 = 0.097 MILES FEBRUARY 28, 2017 PRo�scr Exc,xEEn LETTING DATE: SAM ST. CLAIR FEBRUARY 20� �LO�H PROJECT DESIGN ENG7NEER TO COLLEGE ST. HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. �3�14/1017 sjsykes R:\Hydra�li \ SITE I � See Sheet 4 of 6 � for Enlargement �..�..� ' C', WUODS �r1� Woal?� � ��� � � ls� � �""`� I r rv��..rT�� i..,� i WC -�If �" �.: `1... �l, �- �,�I,�� - O � � ����, 0 � �� �rr � %� SAI,IPSON REC�ONAL AIEDICAL `. � � , wr wimc CENTER, WC. ��_ GROVE PARK ` � � � ., .-,L, �'�, �, �'4 BAPTIST CHURCH� � : �5 I I� i3 " � � .. , . -- u,v w.s; O� �J��4� : _ 5 `.i � � �� _ � �� �� �Z �""�_ . �. � 54MPSON REGIONAL MEDiCAL�'Z, �`'"� '', � nH� � � -, � � CENTER, iNC. �,, �� � � ����� 5 a�s r- � , � �� ���`�,. k ���N� t�� �r���.ss �''_ .MQ,T����� ti` F,R F�H� � r� � J. . � `��_____%/ �- - '�\�,...` �i..� 4:J 5 �x �� I� 1 ,"r � � - � '--�} O 36' Waf�'� � � i., "` � I //` 4� W�CL., ` S OMIA NORRIS FLECMA � � � 1��� .� I �� `ct,� � X� � �� ,,� �i ������ �, ��� ����� ���� �Bi ;- `e I� $ e� a�K i - V�s C'Y' � 'e-? II �� �I `-� HAND CLEAPoNG � � � / t � � � � � \� � , v3 's� naE 4_,. � ��a � 0 �� r. �'� YARILYN V. 5T. PIERRE ��� W,�� _ � s���s I �enoe oeive ro oeniN �� �I _ I i �'�, ' � MECHANiZEO ✓ p � � I r 1� 1'�y�� e> �;,� I I; �� R ��CIEARMC F (/1 �I � � �'U ` �F', �n� I E�.`�E L� �Ci„}C� E357 / e�- r ei� Z. -r"�-� �� � II ��E a� fILL IlY� ETLANDS �,dn t I�iZ f� _ � — � � . I— � + ---- — � i�� — -- _ — IfJV 1�7 �2 � �, ,r � IIJV II-.a � � — - - ..� _/ I "CMP - � �— �"�— _ — _'---_-- � SR 1N35 � Fl�MAN � 2`o'9�i � RET IN S STEM I -- �I — — iNv-iz�.nr � p�;� ilav=u�Sil�' I�I I �9"RCP �RIPFAP Is°CMP�••,iNV=I^4.55' .�IUV=i23 J.�ITCH�."' ��E�nYrv�owuL_ � _ __ -- NV 251�' — _ -fFf��o T _ =a - — -- �... �� exsrHaeiw��`-8��°'s'C�-6" 4�.'�— �` 0 � v�ry-�e r Q -� �. � r.s�i w� -� �. I - � 1 � � -- � ��� '� r� ; . � _ � � ��f �� ea _ I 9 �t � �� I �oNe wa�ej � � a � y� 22 �R n 21 I z� � sPE iA v.rean� �v� oircH 4- � ��� I i�Iro� p�p� �� :1 � ` see e ni� a � � I �tI�N�1AAN �""J ��� � aoeEni I I r. �, "� c�c �kk� �' ' I�' I�m� �� , a�oH �,, � i,�>I ��c� 20 � I �1 � ` � � I � � I� � �� EAGLIiCNEST, � �a�sr � =�ur� � �� �� " � � ' ;on_ � � � 1 �I _ -�' �r� � � �"� I,�oni� ; � . � �1,,. '� � ,�- ,� _ � 3� A. � i (r' ��N�o '� rc \ ` � 1 _ --_-- � ` � �h'h S''��f5 �� �� L�I � � _ _ � I .i I � V ' j ,... :,� ��`" � � °° ;I � � 19 y �...., y��.. � x [rmc �•AkrcrNc � j � .� �, � ��� � romc � ti < }� � I I EAGLE'S NEST. �" � 5 � � � ��7 I � LLC. -. . , . � � � I �i i1 �'�- � �. � i ,�)LJf. G'-- �t3�3 � � � � � � g� ; � �_H 1 �� ;�._ _ � �� � Duk� C- �qresr � � � I � � r� i � �., � � � � I BANK STABIUZATION� \85307_Hyd_prm_wet.dgn 1 DETAIL A SPECIAL LATERAL 'V' DITCH I No� �o s�oi�1 ol J b'� — F'ill Graun 6�� Slope 0 � M'in D-Var FROM STA. la ��0 TO 17 i 39 RT. Hq0 8�/2��� � 1 --- -- � I �' S'Si 4 �Rl% I �O�Ir 6Ti_4 � �—X F n }�� —� ��, � � �� ;;i il I k � �� � _� ���� �� II ���, � �� �I I � caNc� �\. ` II ,•f.'�, �cw �� _ i.f II I 7 I" QLO WPTER TREATMEIJT I E CA��.TION � FnuuTr -�umusEo I I z ;�cH� x � II-, �� � � �� II�I�, �I -- ���� _ ,� I , �� - �.� I� � � f�`\ �.\ II � II �— gqNK STA61 IZATION CITY OF CLINTOtj T I� I � � � �I �� I I � � � '� � �' ��� PROJECT REFERENCE NO. SHEET NO. 8-5307 4 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER IDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED !, PERMIT DRAWING SHEET 2 OF 7 �� ,� ��� 10 4;� � � � i' � / �� N t �I � ��P a C C Cy W I� I c� � II ti- ) � s�i�a R v � � � _�. � ��� ° �� a � kce-4Nm, �o Mri � _ ' � is�� acr iv i Y�Rv Y.40RRi5: ��i E ��� �� � UE�O 24' RCP IV B�x� E �'Cy - - !� � �.�, 4 � *� � ,o. r�c � . ,,_,,, C�; ���. `�, ..:.. � , \`. I _ . REFAOVE �� � I IB �I '1 _�-- c 5 NES . \ 7 � � LC. ��� 'r � ;� � � REMOVE EXISTING �_y�, �i,� 9 � BRIDGE � � 1 � -_.� � , \� wo0D5 .i � ]{ o I'r �� i � �,,.�"���. � � � � r ���\ �N� . N �� �. DETAIL B BANK STA8ILIZATION i No� m s,oay ta��,��.�'1 i � on�n -� io�mm_ -to' Grode ceorexrne - e ofl'iner CL II Ri�Ro�� -L- STA_ 17+57 RT. L- STA.17 � 7U LT. r'f7l�CJ'f+E"a9 i -� -F r. 4 = — 4 �, ` '� � A �` \ _,� 5 �' �2,` � � \ S � . � DENOTES FILL IN wETLAND � DENOTES MECHANIZED CLEARING � DENOTES HAND CLEARING �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � ETAIN SYSif/01r`'v' `^ �� ' J x5 rvC H:w ' RETAIN�- — 5� �f.° �E+- c^A"i�&� '�ti' L` ISF /83d bt4MAN S7 32'E_T _---Z�r--_' � r��— �— — �' � � 17 r � ,�, _ - s ,�.--� -s'_ BOYETTE REAL EST�iE L�/ITED P1RTNERSMIP WpOp� �� "��. � r., �'z_� ��� Io0' 6� ICO' %aU' 300' �r,nr-iih- scA�E � �3�14/1017 sjsykes R:\Hydra�li I �i I -ti..,�, _ I � � �' ��� ��:� �� ��v�� W���,� t' � I.�3 � / � � � � � � � �� � � ��. �� � mCJNC r- � �'f?.�� r'�I �r�;5 S ti` �FR F�H� � i ti•� O I �x ��r �` i ;:'.,��;_r {� 3r• W� f� �� , ONNA NORRIS FLECMA ��F' � �� 1��� � art r H � .. 'i I ti �il~ �a i�� �,�.s`L....,_( _. , � \ \� �. ��h 1 � � I a i Jp I I a � � a (�/) E R� � I l � L r-�,� ^ IN�'� 13GA2 il— �J�!.� - - - '- � 5^ CMI'� . �� 1 -- � 19`RC — ---� RIP RAP 5 CNIP — V �N�=i2�1:' �M' �exsnHc �eiw ._ „ � . ti}'t�-� - �_ � \�� �� - --- - — � � -s3 22 � 3-. � �. � � y Gp�p , .�� ��: I �tt NZMAN� II`�� c�c rkke � '� �'_ �1 A �,� I I 3' � - �w; � _ I1 _„ � � ?9� �1.d�,. ---_-- � �I• -� � I( _— � 5�\ I � II CONC D S � � I � 9Y I \85307_Hyd_prm_wet_cont.dgn � \ wr.,ao:; ���`���., �;�7� O ����-�r; SAI,IPSON REGiONAL AIEDICALI CENTER. UlC. ir,v=w.`-,�� � . DETAIL A SPECIAL LATERAL 'V' DITCH I No� �o s�oi�1 ol J b'� — F'ill Graun 6�� Slope 0 � M'in D-Var FROM STA. la ��0 TO 17 i 39 RT. See Sheet 4 of 6 for Enlargement ��- � - , � �� 1 DETAIL B BANK STA8ILIZATION i No� m s,oay ta��,��.�'1 i � on�n -� io�mm_ -to' Grode ceorexrne - e ofl'iner CL II Ri�Ro�� -L- STA_ 17+57 RT. L- STA.17 � 7U LT. Hq0 8�/2��� � - - � �'--- 5'Si & 6k�' ---/� � �x --, n t:� � �'-� 1; � �_t,N.-� �� i� I �., o" � ecN '�, � i:t II I � Q�o wnrER 1REArMeNi � �� � FnnuTv - unw<_eo I 2" X CHL � x �� � � ;,� i �� -- �ti' �� �� �� I � DENOTES FILL IN wETLAND � DENOTES MECHANIZED CLEARING � DENOTES HAND CLEARING �DENOTES TEMPORARY IMPACTS IN SURFACE WATER L�E .`. ��. . -. � . r� �„ � � W I,F� ETAIN SYSTfWI' `�' �- J �� � X RETAIN — � R�;n � CH =-0�&G v _ J� fS�3 bE4MAN � �"fi:.T _v�_»�=�_���_ � -------°�- -- � i' � - ,, � s �?�_ _� BOYETTE REAL ESTATE LS/ITED PARTNERSMIPI wono> � 1 ��' I` I 1 - '. ''.. � _ ��.. �� 1 �\ �� t t � (�i.. (/ � I I PROJECT REFERENCE NO. SHEET NO. 8-5307 4 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER IDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 3 OF 7 Io0' 6� ICO' %aU' 300' �r,nr-iih- scA�E � F F DENOTES FILL IN WETLAND � � � � DENOTES MECHANIZED � � � CLEARING � � � � DENOTES HAND CLEARING DENOTES TEMPORARY IMPACTS IN SURFACE WATER SPECIAL LATERAL 'V' DITCH SEE DETAIL A -�,i 3/I 42 017 ' sjsykes ��° R: H draulics PERMITS Environmental Drawin s B5307 SITE I wet ENLARGEMENT.dgn FX('4\/4 Tlfl�l BANK STABILIZATION BANK STABILIZATION REMOVE EXISTING BRIDGE PROJECT REFERENCE NO. SHEET NO. ILW SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER IN�C,�N[i I�1L1C 'E 1P1L.�N� DO hOT UgE FOR /W ACOUIS['CION � PERMIT DRAWING SHEET 4 OF 7 24" RCP—IV REMOVE � RETAI N ..... � .. .. � ■ �1�:�i�iu:::: � .� WETLAND PERMIT IMPACT SUMMARY 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) (fit) (ft) (fit) 1 -L- STA. 17+00 Lt. Bridge 0.02 < 0.01 < 0.01 < 0.01 -L- STA. 17+51 Rt. Bank Stabilization < 0.01 37 -L- STA. 17+70 Lt. Bank Stabilization < 0.01 42 TOTALS*: 0.02 < 0.01 < 0.01 < 0.01 < 0.01 79 0 0 �Rounded totals are sum of actual impacts NOTES: