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HomeMy WebLinkAbout20170151 Ver 2_Build Maps_20171213I li�;h�v�ty North Carolina Department of Transportation Si�Orl]1Wc]t�r Highway Stormwater Program �-�� STORMWATER MANAGEMENT PLAN — (Ve�sion 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 40153.1.1 TIP No.: B-4960 County(ies): Guiiford Page 1 of 2 General Project Information WBS Element: 40153.1.1 TIP Number: B-4960 Project T pe: New Location Date: 2016 11 08 NCDOT Contact: Chris Smitherman, Div. 7 Design Construction Engineer Contractor I Designer: AECOM Charles Smith, PE Address: 1584 Yanceyville Street Address: 701 Corporate Center Drive Greensboro, NC 27415-4996 Suite 475 Raleigh, NC 27612 Phone: 336-487-0075 Phone: 919-854-6240 Email: csmithermanna.ncdot.pov Email: charles.smith2(u�aecom.com CitylTown: Whitsett, NC County(ies): Guilford River Basin(s : Cape Fear CAMA County? No Wetlands within Project Limits? Yes Project Description Pro'ect Len th lin. miles or feet : 4105 FT Surroundin Land Use: Roadway (I-40), Woods, Utility Easement, Existing State Road (Judge Adams) Proposed Project Existing Site Project Built-Upon Area (ac.) 1.3 ac. 0.1 ac. Typical Cross Section Description: Konica Drive extension: Two 9FT lanes with 9FT shoulders. Stone surtace. Roadside A dirt road / utility easement is approximately where Konica Drive extension will be ditches. placed. Bridge superstructure and interior bents will be removed. A"T" turnaround will be placed The existing bridge is timber with mass concrete interior and end bents. A gravel lane on the south side of the bridge. accesses the bridge from the north and south. Annual Avg Daily Traffic (veh/hrlday): Desi n/Future: 2500 Year: 2035 Existin : 800 Year: 2013 General Project Narrative: The project consists of removing Bridge 214 superstructure and interior bents over Little Alamance Creek / Lake Mackintosh. The bridge will not be replaced. The existing (Description of Minimization of Water mass concrete end bents will remain. Konica Drive (SR 3224) will be extended to access properties otherwise cut off by the bridge removal. Konica Drive extension consists of Quality Impacts) grading, a culver extension, cross pipes, ditching, and a storm sewer segment. Runoff from the roadway runs across grass shoulders, and is collected in ditches, most of which are grass lined. Runoff that finds its way to storm sewer inlets is first conveyed through grass lined ditches. This promotes infiltration and filtration. The steepness of the project terrain is the main factor that precludes using filter strips, and precludes ditches from meeting water quality swale criteria. The storm sewer near buffers and wetlands is discharged to a preformed scour hole. Storm sewer was minimized on the project in favor of ditches. Cross pipes outlet to riprap pads to prevent erosion. Several measures such as a drop junction box, oversized culvert extension pipe, and riprap dissipator basin are used to reduce energy of the large culvert extension near -L- 28+OORT. The fll slope is 2:1 over the culvert extension to minimize stream impacts. Waterbody Information Surface Water Body (1): Little Alamance Creek / Lake Mackintosh NCDWR Stream Index No.: 16-19-3-(4.5) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) CA Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: mercury (Hg) Aquatic T&E Species? No Comments: NRTR Stream ID: Little Alamance Creek Buffer Rules in Effect: Jordan Lake Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (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) } li�;h�v�ly North Carolina Department of Transportation StOYC11VVilt(,1' /�` .,.. . ,,,,,.,�,,, � Highway Stormwater Program � ?✓' '-' STORMWATER MANAGEMENT PLAN -- (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: TIP No.: B-4960 County(ies): Guilford Page 2 of 2 Preformed Scour Holes and Energy Dissipators Station 8 Coordinates Drainage Pipe/Structure BMP Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Pro'ects Water Bod Type Riprap T pe ac Structure (in) (cfs) (fps) Buffer Rules? 5 -L-26+65RT (1)Little PSH Classl 2.2 Pipe 24 8.0 1.2 Yes Alamance 5 -L-27+70RT (1)Little Riprap Energy Class I 141.0 Culvert 72 130.0 2.9 No Alamance Dissipator Basin Additional Comments PSH is used to promote diffuse flow prior to runoff entering wetlands and Jordan buffers. PSH added as requested by NCDOT staff at combined field inspection meeting. 24" pipe is over the size permitted for use with a PSH. However, 18" pipe would sufficient to carry the flow and validate the use of a PSH. 24" was used due to the upstream pipe being 24". ' Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. o, � _ � � u> 3 0 �9 � .T CO � � 3 E N d � C� � 2 U n � � N _ � � � a 0 n � L � T 2 �, � � 0 � Q / Y � � 0 � , 0 �9 Q � a� Q � 0 u� n � � � + ;' U,ll!= oo� ��, ��- �i /' \Z Se� h�Ft 1/-1 ����r I�rd,",r n7 �h�.�t, �,�� �hr�t ih' Fnr � nri���c�i%ii���l �:vmbnL� � � •, � V � � O V ��'s��1�^ ��IF�' ������ ���'`� I ' (�l�l��`� �� �������� �� ������� I�� G UILFORD CO U1�lTY LOCATI011t: SR 3224 (KONICA DRIVE) A111D SR 3058 (JUDGE ADAMS RD) AT LITTLE ALAMA11lCE CREEK ,, \ `"�� ��� � `\;� ,, PERMIT DRAWING SHEET 1 OF 10 TYPE OF WORK: GRADI11lG AND GRAVEL EXTENSIOIV OF SR 3224, REMOVAL OF BRIDGE #214 ON SR 3058 WETLA1�lD A1�D S URFA CE WA TER IMPA C TS PERMI T , ` 0 O N '�wL VJ BRIDGE REMOVAL �i q —L— STA. 40 + 10.91 ir o^ I\ � IW�N II p "' o M \ �Gt/t� -� i � �� END CONSTRUCTION �' ` i�—Y1— Sta. 16+87.92 � u� 0 M !i' N —Yl— Sta. 10+47.70 DOCUMENT NOT CONSIOEREO FINAL CLEARING ON THIS PROJECT WILL BE PERFORMED UNLESS ALL SIGNATURES COMPLETED TO THE LIMITS ESTABLISHED BY NCDOT METHOD II. GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared in the office of: HYDRAULICS ENGINEER A=COM ��� F«M ���N -�,� F a� 7��1�: rp-rare Certer L7riv ��I,e 9�F ADT 2013 = 800 h�� �i N� z�tnr 40 20 0 40 80 r�i� P a r,z��o � �Gr�� a�+ r�� A,:i ;,�� m�u� � G�� ADT 2035 = 2,500 ;:c i" �� 2012 ST.9NDARD SPECIFIG9TIONS ���`?� °' .� PLANS K= 13% LEH HILL, P.E. � � `'�� D= 80% LENGTH ROADWAY TIP PROJECT B-4960 = 0.554 MILES rao�Ecr ENcix� P� ; ;� SIGhfITURE: n �_ 40 20 0 40 80 — ROADWAY DESIGN ENGINEER � T— 4°/a * RIGHT OF WAY DATE: g LENGTH BRIDGE TIP PROJECT B-4960 = 0.000 MILES LAURA FISHER,P.E. ��,�--" ��� " V= 40 MPH NOVEMBER 2016 ��� `�, PROJECT DESIGN ENGlNEER (N ���" PROFILE (HORIZONTAL) * TTST 1% + DUAL 3% TOTAL LENGTH OF TIP PROJECT B-4960 = 0.554 MILES ��� ,--!� FUNC. CLASS = LOCAL LETTING DATE: \��"��� �� 5 � �0 20 REGIONAL TIER MAY 2017 CHRIS SMITHERMAA;RE. PROFILE (VERTICAL) �Ro�cr ENcrnEEn NCDOT COVTACT P.E. S7GNATURE: DETAIL 1 LATERAL 'V' DITCH � Nol fo Scale� � b � Nai�rol � � — Fill Ground ---�`?7 p 3i� � t Rt 51ope d M n. D =1 R. Mox. d=1 Ft. b-5 Ft. Type of Liner= PSRM -�� FROM -L- STA.72+SOLT TO STA.15+20LT FROM -L- STA.15+20LT TO STA.U+OOLT FROM -L- STA.23+OORT TO STA.25+OORT FROM -L- STA22+SOLT TO STA24+SSLT FROM -L- STA.31+85LT TO STA.33+SOLT DETAIL 5 LATERAL 'V' DITCH � Nol to S le� � _L � ` Naf�ral - �- Fill G o�nd �.,_. 3.7 '!'� .� �,.iFl. SIoPe �. D � �'��� Mn.D=1 Ft. b-5 Fi. FROM -L- STA.25+SOLT TO STA.27+OOLT DETAIL 6 TOE PROTECTION ( Nor �0 5 ale� F\O�e/ .. o� pe G'und \ b -�'��`�S�o -- -�� ,s�d d=� Ft. '��`�'� 6=5 Ft � Geo�eatiie Type of Liner= Class B Rip-Rop FROM -L- STA.27+72RT TO STA.28+61RT � _ _ _ ';�' � � r,���' �i I .�-��/ -��/�'�// �� -� \ � ha� � N� �� /� I� cr�aP��ie scni r � �\ �'� � � � �� r�' � � � I� � ��� � � L��;, � �, i l � , �� _ � _ -� � �� �. \�- � �Z ` ' J—�r �.—�--- � � . _ a � � �� _ -�;. ��- ��� - � -�_ ra,� .� J ��� ��� = �-� .� - _ � � - � �- ���✓�_ � � ' = �= '� �r i �r F- _ '��_ � i � � �i�--` ��L _ � � � "�� � � - -��,�_� �i �- - - ' : v- ,�`\- -�-��f� I �:_—�� -� ; -'-�-�� '� __% ._�� �,Iz1 J �- _ —%��'� _ �--. --_ �'�_ _- - � "_ �� �'---�� i: - _ _ _ _ _ .._ � _ . _�,�---� �—�. � _ �—�i- � - _ - - . _ . : � � . - PROJECT REFERENCE NO. F -=j'=4_ l I R/W SHEEf NO. ROADWAY DESIGN ENGINEER SHEFf NO. [� HYDRAULICS ENGINEER .a' ......./1���/i�� �o x':i5 en r,s R ;-° es _� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DETAIL 7 I utIAIL y �!J , v ��� l ��__i STANDARD BASE DITCH LATERAL BASE DITCH / ( Nai to Swle) 1 Naf to S le� ,:'' �� �_ � _ b � C�i'� ��, �, NONroI Nolvral Natural � �— Fill `i�'' �� Ground �'-�'� � � �' Ground -- � ' � d,, p� �,a��d d,37 p,, ,.�� s,oPe ——,> _ �� 2� �,L���. P E RM I T D RAW I N G �eo�exriie -' - I B , Mm. D =1 Ft. ...-.- , .. � .. i -. _ � n � _ � : "�., / �_ ; 7�3 ��_/ ��—_ � `�� '�q � _ - _ - B Mm.D-2Ff. _ - ,.. y,-- ,.. -.. —� SH.EET 2 OF. 10 `when B is --. 6.0' Bo2 F} 2 Pt. ba5 Ft.l Ft. - _RETAIN .. .. _. I�'-_'_�� .� -.. o � 'I � — � � N Ty�e p- p Type of Liner- PSRM . . : ��-�� , FROM L- ST ST9DDE i400Y5TA.30+50RT MAINTENANCE EFFORTTE �\ I oi Liner Class I Ri Ra FROM L- $TA.30+50RT TO $TA.33+OORT � �� � . � ��� �-�� EST. 105 TONS CLASS I RIPRAP �- -' `) � � �' -� CUT DITCH PER TYP. 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DDE 14 CY E5T.18 SY GEOTEXTILE EST. 33 SY PSRM 39A -L- STA. 26+65RT !—\ � \ SJ i ,���, \ , I � �\ I � , � / �;e ��' ��. -- � _ _� I � ItJV.' 579 0 �`. � \ - .. � � \��'��, -� 2' LATERAL BASE DITCH �; � � � SEE DETAIL 9 �� ; ' \ , ���, � �.. . ' I ' � �� � � '� o� � � ��� ZINK IMAGING WC. ;_��� , � � I ����5����•,� DB 675i PG Ii05 � ���•� � PB 95 PG 81 V�� ��\� �.� \ '� Je \\., � STREAM CROSSING. TEMPORARY CLASS A ��'�` ��-�\ \`\ ��. �RIPRAP. PLACE AT EXISTING CROSSING. - �\ \\ \. � 12FT WIDTH.IFT DEPTH.EXCAVATE STREAM :'.�. BED FOR PLACEMENT. REPLACE WITH \ \\ � BED MATERIAL WHEN REMOVED. \ � \ � � � �vV �\1\ � �,� � � _ �\ \ \ � \ il i � \\\ \\ � ����,II���'l�l�i�����,, � � � � .� � � ���������� �' � � � %F�" ; F, � DENOTES FILL IN PLA E TEMPOR.4RY TIMBER MATS,. /' WETLAND OR 1MILAR, TO MINIMIZE - WET ND DISTURBANCE. � � DENOTES IMPACTS IN i: i / ' � , �- � � , SURFACE WATER - �'. !i �� �I 'i I %,HC :' �{��. DENOTES HAND �� I i, '� CLEARING � � � �, � � � � � � �, -��',���. DENOTES TEMPORARY IMPACTS IN SURFACE WATER . �. I: . � I � � '. , . � . . . _ ,, , .:.. ,� ; \. '� � � ; � .., � PROJECT REFERENCE NO. 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'�1 ` � �� ��� CLEARING ���� SURFACE WATER ����5/.� IMPAGTS �N SURFACE WATER � � �� ��� . - � ���, A � � � � �S H E��ET 3 O F 10 I� . , � i1 ��� � � � � � i�`� ��� � ��� � , ����' - � S ITE� 1 AN D 2 E N LARG EME NT ���� � �� �� ��� � � �' �' � � � � � -_ _ � �� � - - _ � � � �AFHi� scA�E O � � DETAIL 1 DETAIL 5 LATERAL 'V' DITCH LATERAL 'V' DITCH � Nor io scaiel I Noi �o sca�e� / i" b �� � 6 � Nat�rol � �'�� -Fill Natural � � Fill Ground d..���3y p 3Y'. 7'�Fr. Slope I G ound �-�..3./ p �:�. � 1,,.�F�. Slope \ Min. D=7 Ft. Min. D=1 Ft. ��. � Mox.d=1 Ft. b=5 Ft. 6=5 Ff. Type of Liner= PSR�.n FROM -L- STA.25+SOLT TO STA.27+OOLT FROM -L- STA.I2+SOLT TO STA.15+20LT FROM -L- STA.15+20LT TO STA.I7+OOLT FROM -L- STA.23+DORT TO STA.25+OORT FROM -L- STA.22+SOLT TO STA.24+85LT FROM -L- STA. 31+BSLT TO STA.33+50LT DETAIL 7 STANDARD BASE DITCH � Not to $<alej Nof�ral Na�t��al Groond �� �3.� g� � Gr o d d � Geoio�+de-�� _ g��Min.D=2 Pt. Max. d = 2 R. �when B �s , 6.0' B=2 Ft. pe of Liner- Class I Rip-Rap FROM -L- STA.29+45RT TO STA.30+SORT EST. 105 TONS CLASS I RIPRAP EST. DDE 140 CY EST. 177 SY GEOTEXTILE 30' DL DB DETAIL 9 LATERAL BASE DITCH � Not lo Scale� Nof�ral rl - =I, ��� ��./ Fill Ground �'�-`!') p .��. ' 7^��, Slope d� Ig Min. D=7 Ft. Mox.d=1 Pt. B=2 Ft. 6=5 Ft. Type of Liner= PSRM FROM -L- STA.30+SORT TO STA.33+OORT DETAIL 6 TOE PROTECTION � Nm �o s�oia� F�O�e` ac, Qe G�ound � �,F`�S\o b --- ���d d=1 Ft. 6= 5 Ft. '- Gemextile Type of Liner= Glass B Rip-Rap 'ROM -L- STA27+72RT TO STA.28+b1R7 I I �'_= i , ' '.. RETAIN I?�o' n� luo' �� �iRl:`�!ili.. l�Al. F I I I � PROIECT REFERENCE NO. $HEEf NO. F-���-lf-�(1 (�� RN✓ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER o, .�. ...� A_COM , �o o��a,M �_e��raE ��a: � o�4z � ao�eior,.�at zif�8,. s.��.� a, !9� H59-6LU0 - 19�a1 55+`5259ifnxr 5 DOCUMENT NOT CONSIDERED FINAL UNLESS AlL SIGNATURES COMPLETED PERMIT DRAWING SHEET 4 OF 10 O � � n REPAIR UNDER SEPARATE,. � MAINTENANCE EFFORT C' \ _ RETAIN .'. I CUT DITCH PER TYP. SECT. i�:\-.._ - � i ,-.i_I� . i_. ,.,ii -,i: BETWEEN -L- 27+OOLT AND 28+SOLT .-. � -- -- - � -------�.� - ,�--� - - - I-4QB5 � --- F - � __,F � ' � � � RETAIN � �� � � LATERAL V DITCH , �� - .'�' " ' ' / �-��� �`��� o POWER EASEMENT uTe2n� v DITCH , ` --�- -- L �637 PG 1469 SEE DETAIL 1 �� Ze � --� exiSiiNc Aiw - 1� ��1� SEE DETAIL 5 EXTEND/C.ULVERT �; � REMOVE HW ., � . � �1 - - - - - �. �_ - � C _� GRADE_ TO DRAIN . � � � . - _ - _ _ _ _ _ _ _ _ _ :: ,;:� _ � � _ � ROCK CREEK INVESTMENTS LLC -- - � -- ___ -- - ',� p � �C - - � . _ _DB 6880 PG 148 - � INv 616.0 ,� ENo secTioN -- -- �z�i-s� 370.03 ni a o^ n� z� c�� c -- 5� 4 I _ - 10' PIEpMONT-NATURA� GkS- EASEMENT - -- _ _ -- - R_ -- -, - - - - _ - - - _ _ C p . + C C -- PDE PDE PDE - PDE PDE PDE LATERAL V DITCH / 15' BEL SOUTH TELECOMMUNICATIONS EASEMENT SEE DETAIL 1 DETAIL 8 RIP-RAPPED ENERGY DISSIPATOR BASIN CLASS I RIPRAP DIM. RIP RAP BASIN # (fr) 0510 A 2.5' B 1.7' C 2.5' D 1.7' E 8.5' F 23.5' G 78.0' ALL �IMENSIONS APPRO%IMATE BASW r � LOCATION (AT OUTLET) 0510 � -L- 27+70RT RIP RAP NOT SHOWN � � ��N. , I \ i�1+ za � ���� CULVERT�� z:�� � APRON - _ � IF � r+` IRIP RAP NOT SHOWN �-�,.� PLAN ranv�rai � SECTION FROM -L- $TA27+63RT TO STA27+77RT EST. 56 TONS CLASS I RIPRAP EST.DDE 70 CY EST.60 SY GEOTEXTILE �� � -=_: o !� ;>. C ----- / a �1�� -�,ri w � INV. 603.0 �ila i �� �a�; � i u w �7�� � F ii �,p�,�I�s;P�P �' ��ui�'�_ � E�u ��;' i o� PpE �. � EST.29 TON�E- - �-''�-i'� • �� 4TURAL 20UND 7i08 I CLASS I RIP RAP , . EST. 50 SY \ \ �EOTEXTILE - EST. 4 TONS . CLASS I RIP RAP EST. 10 SY � GEOTEXTILE Pipa o Ou�lel Squo Scour H IRip Rap �� 1 norshown b I r _ rn ie wMri INV. I83.5 c a I ic _- �PDE "�,`yi � F ir _ \\� \-� . F� �I ) ROCK CREEK INVESTMENTS LLC DB 6880 PG 148 DETAIL 12. PREFORMED SCOUR HOLE 'NOT TO SCALE PLAN VIEW wslnu �cve� nnio c�usn WRH NAi1lPJ.L GROUND A J I�.i`.� j�� /' i��. T'��. ��/� B= 4.SFf D= ZFf w= aFr SECTION A-A �� PIPE Id = id') (�� p PSun INFtOw q I. GROIlNO uNE0.:Cu55 B Rlvn P� �I-B---� ��' EST.11 TON$ CLASS I RIPRAP WITH GEOiE%TILE �� iH. i� rucH EST. DDE 14 CY EST.18 SY GEOTE%TILE EST.33 SV PSRM aoe �' ' �I � v,,I I Q10 .g.;0 C,FS ���I� �r.� q �.�\ I ,' TB JB .�I d F� a�Fr �iWl �`nGfa � � � � � �1 i �,� eo��ecrls'yne' �' / � � �� s�e "s��ip�o�mi� ROCK CREEK INVESTMENTS LLC , ��� �� il�si,eErzo DB 6880 PG 148 ��i �-J �� �^�, GRA�E TO DRAIN GRADE TO DRAIN R � i � i J- � � w _ � / i i =F ---, Pk1E I�r ') C SL 1�11L}�x J�-�:� .- '_ - � � xTr u � � `�i f � � ��f��i�:� �7�: � �i� �� � 1_L `��€- - . - _ - �1NV. _ �� ��_ t- � PDE_ V� PD� E I 2' STANDARD BASE /� � �I DITCH SEE DETAIL 7 I � ' wv. seo.s i ; R � W � I ' N N �if!Mf[i: IINV. 579 7. w.`�" �c,�� a .��jOE p0. g FQP 6P ,�?�� C � � OEtp��_. F � „ �Np flc I PDE ,� � y�� ., - E,�...... �� . I ��" INV. 579.0 �-1 ZINK IMAGING INC. DB 6751 PG II05 PB 95 PG 61 STREAM CROSSING. TEMPORARY CLASS A RIPR.4P. PLACE AT EXISTING CROSSING. 12FT WIDTH.IFT DEPTH.EXCAVATE STREAM BED FOR PLACEMENT. REPLACE WITH BED MATERIAL WHEN REMOVED. 2' LATERAL BASE DITCH �� SEE DETAIL 9 F _// I DENOTES FILL IN PLA E TEMPORARY TIMBER MATS, �/_ �� WETLAND OR IMILAR, TO MINIMIZE WET ND DISTURBANCE. ��.� � DENOTES IMPACTS IN "�' /f/� SURFACE WATER ,,-ry�;}'{�, DENOTES HAND CLEARING i5 �j'S ; DENOTES TEMPORARY / , . . . IMPACTS IN SURFACE WATER � I I li . . i . . . . I� . . . . i . . . . . i . . . . li . . i . . �. . . . i . . . . i� . . . . ii . . . . � � � . . � , � � , , �. . ' �. . �. ' . �. . . . i . 0 2.5 5 PROJ. REPERENCE NO. 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C � _ _ - _ � i� . . �1 � � 3 �� 1 /� i "% � � I / ,.. � '�1'��� .,r'-� � Q SITE 3 .. � � � � . � ROCK CREEK INVESTMENTS LLC � �, . � ��s;� '� _ � � �I; �O � I DB 64i2 PG 2747 � �� � Q -� I � n� V !� \ � '�� } �O + � � � \�\� — � � l il_i �-I -I I � � � l0 � � � � �4� � � � � GUILFORD COUNTY \ � � � � � � DB 3851 PG 1213 U PB 100 PG 77-79 � � I � FiPi;� ?' � CITY OF BURLINGTON � DB 2853 PG 175 BLOCK NO MORE THAN HALF THE WATERWAY WIDTH AT ANY GIVEN TIME WITH COFFERDAMS OR OTHER MEAN$ OF INTERIOR BENT REMOVAL. -Yl- JUDGE ADAMS ROAD I' DENOTES TEMPORARY Pl Sta 11+58.74 Pl Sta 14t05.97 Pl Sta 14t76.62 Pl Sta 17+09.00 Pl Sta 19+90.0/ �s� ��i SL iMencTs iN suRFnce wnTeR �_ ll° 50' 47.0" ILTJ p=/5` 37' 23.0" (LT) �= 8° 5/' 27.8" (RT) �_/7° 32' 24.5" (RT) 0= l° l5' 43.6" (RT) D= 3` 44' 4/.4" D- l6` 22' 12.8" D= l9` 05' S4.9" D= l5` 54' S5.8" D= 0` 59' 16.3" L= 3/6.34' L 95.44' L= 46.38' L= 110.2/' L= 127.76' T= 158.74' T 48.02' T= 23.24' T= 55.54' T= 63.88' R= 1,530.00' = 350.00' R= 300.00' / R= 360.00' R= 5,800.00' ' N � � RO DB 6412 PG 2747 � � � oti� � �� � �,P�� � �; � II I � � � I �, + + .� M � i � O p � � BEGI11l C011lSTR UCTI0111 � � -YI- Sta. 10 + 47. 70 E'r , ; �� I � � ~� i � GWLFORD COUNTYi � DB 3851 PG 12i3 � � O ROCK CREEK INVESTMENTS LLC PB ioo PG 77-79 I, � Q DB 6412 PG 2747 i � � Z 7 r �,\ ` i � B�' �� �� ii � � �ir — — � tiA - ^... �- ... -i I ..1 �� ���- . � : � � . . . � � � �� . � eZ � CITY OF BURLINGTON sZ � � � , i� . � ^' - iH.� , w DB 2853 PG 175 �{ , _ z — - � �r i n rr,, � , � � Ne ���i � . � - „ i �, / � _ � � � s- __ - �; � - s ' , - tie _ �— Yl- JUDGE ADAMS ROAQ � _� 29 , ��, � W Bz z - � N 9` 38' .�:6'�W --'- "� �_ t - ; ��_ , _ —� ��— R - — t�.--� �" �, � � qn. � � � � ��� � , '.. ;_ � � �� �-. _ . \ 1 \ � � \ _.,. , �� � i � � � � � � n �� � � � � CK CREEK INVESTMENTS LLC � '��` �''' - �,r�"`"'`� � � � ��.r 14I GUILFORD COUNTY DB 385i PG 1213 PB 100 PG 77-79 � � } + � � W � W � � � PROJECT REFERENCE NO. SHEET NO. [�--{'',IF�,(,1 (l/ WW SHEET NO. P E RM I T D RAW I N G `` ROADWAY DESIGN HYDRAUlICS ` ENGINEER ENGINEER �� SHEET 8 OF 10 ■■■■ ■■■ o,......�A_�'OM �� ��,� "��� a No,,�-a=�,.a:, ���610i�nt19i5�`85a��i_5?iFAxi � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED E111D CONSTR UCTI011t -YI- Sta. 16 + 87. 92 /� N � / G�IILFORD COUNTY ibB 3851 PG 1213/ �B 100 PG 77-79 � til � � � � �REMOVE BRIDGE SUPERSTRUCTURE �� CIT,IY OF BIJRLINGTON AND INTERIOR BENTS. END 6ENTS . m QB 2853 PG I75 ITO REMAIN. NO BRIDGE APPROACH EXGAVATION REQUIRED. � � � � i / k ;/ / ROCK CREEK INVESTMENTS LLC � / DB 6880 PG 148 I ,� uv;E MA-iN�osH � � � � wE sa�.�v � � � s�� �� ti� �- ir � i ati u d �= � E—�_ � �� � �,. �� . _ � � . _ . ' � Xis4ua� P ._ �= ,' - e � ��� �E— � . � E � � —i � " g S,-' � _ ` _ _ �� � � — a - — ��- �= o, _ _ ; ' - ; � - N /` 7, -i—' �=� �-3- g g W ;' � 35.8,, E `� ��� � __ 0 _ , _ � _ ,_ � Eu- iric F.iw � _ - � � �a_ — - . 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DB 6880 PG i48 C TY OF BURLINGTON'` N � DB 2853 PG 175 GUILFORD COUNTY �. �' DB 3851 PG 1213 ,� �'� � PB 100 PG 77-79 � O � N SITE 3 O O � � � � + � � � � � I _ \ � � O O � � � � C� � � � 1 _ � �- � CITY OF BURLINGTON � DB 2853 PG 175 BLOCK NO MORE THAN HALF THE WATERWAY WIDTH AT ANY GIVEN TIME WITH COFFERDAM$ OR OTHER MEANS OF INTERIOR BENT REMOVAL. -Yl- JUDGE ADAMS ROAD ,TS",�� ZS � DENOTES TEMPORARY Pl Sta 11t58.74 Pl Sta 14+05.97 Pl Sta 14+76.62 / Sto 17+09.00 Pl Sta 19+90.0/ I IMPACT$ IN $URFACE WATER �_ ll° 50' 47.0" (LTl �_ l5° 37' 23.0" (LTJ �= 8° 5/' 27.8" �RTJ �_ l7` 32' 24.5" �RTJ �_/` /5' 43.6" (RT) D= 3` 44' 41.4" D- I6° 22' 12.8" D= l9` 05' S4.9" D= l5° 54' S5.8" D= 0° 59' 16.3" L= 3/6.34' L 95.44' L= 46.38' L= 110.2/' L= 127.76' T= 158.74' T 48.02' T= 23.24' T= 55.54' T= 63.88' R= 1.530.00' = 350.00' R= 300.00' / R= 360.00' R= 5.800.00' � WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS an 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- 27+gORT Culvert Extension & Basin 0.02 < 0.01 135 25 2 -L- 27+OORT Roadway Fill < 0.01 0.04 3 -Y1-15+00 to 16+30 Bridge Removal 0.10 TOTALS*: < 0.01 0.04 0.02 0.11 135 25 0 *Rounded totals are sum of actual impacts NOTES: Bridge removal temporary impacts are for use of cofferdams to remove interior mass concrete bents. zo�a Se� h�Ft 1/-1 ����r I�rd,",r n7 �h�.�t, �,�� �hr�t ih' Fnr � nri���c�i%ii���l �:vmbnL� � � •, � V � � O V ��'s��1�^ ��IF�' ������ ���'`� I ' (�l�l��`� �� �������� �� ������� I�� G UILFORD CO U1�lTY LOCATI011t: SR 3224 (KONICA DRIVE) A111D SR 3058 (JUDGE ADAMS RD) AT LITTLE ALAMA11lCE CREEK ,, \ `"�� ��� � `\;� ,, PERMIT DRAWING SHEET 1 OF 5 TYPE OF WORK: GRADI11lG AND GRAVEL EXTENSIOIV OF SR 3224, REMOVAL OF BRIDGE #214 ON SR 3058 B UFFER IMPA CTS l'ERMIT BRIDGE REMOVAL �i q —L— STA. 40 + 10.91 ir o^ I\ � IW�N II p "' o M \ �Gt/t� -� i � �� END CONSTRUCTION �' ` i�—Y1— Sta. 16+87.92 � � 0 M !i' N —Yl— Sta. 10+47.70 DOCUMENT NOT CONSIOEREO FINAL CLEARING ON THIS PROJECT WILL BE PERFORMED UNLESS ALL SIGNATURES COMPLETED TO THE LIMITS ESTABLISHED BY NCDOT METHOD II. GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared in the office of: HYDRAULICS ENGINEER A=COM ��� F«M ���N -�,� F a� 7��1�: rp-rare Certer L7riv ��I,e 9�F ADT 2013 = 800 h�� �i N� z�tnr 40 20 0 40 80 r�i� P a r,z��o � �Gr�� a�+ r�� A,:i ;,�� m�u� � G�� ADT 2035 = 2,500 ;:c i" �� 2012 ST.9NDARD SPECIFIG9TIONS ���`?� °' .� PLANS K= 13% LEH HILL, P.E. � � `'�� D= 80% LENGTH ROADWAY TIP PROJECT B-4960 = 0.554 MILES rao�Ecr ENcix� P� ; ;� SIGhfITURE: n �_ 40 20 0 40 80 — ROADWAY DESIGN ENGINEER � T— 4°/a * LENGTH BRIDGE TIP PROJECT B-4960 = 0.000 MILES �GHT OF WAY DATE: �URA FISHER,P.E. ��,�--" ��� g V= 40 MPH NOVEMBER 2016 ��� ��, PROfF,C7' DESIGN ENGlNEER (N PROFILE (HORIZONTAL) * TTST 1% + DUAL 3% TOTAL LENGTH OF TIP PROJECT B-4960 = 0.554 MILES `�� ,=-�� 10 5 0 10 20 FUNC. CLASS = LOCAL LETTING DATE: \��"��� REGIONAL TIER MAY 2017 CHRIS SMITHERMAA;RE. PROFILE (VERTICAL) �Ro�cr ENcrnEEn NCDOT COVTACT P.E. S7GNATURE: � DETAIL 1 DETAIL 5 LATERAL 'V' DITCH LATERAL 'V' DITCH � Nor io scaiel I Noi �o sca�e� / i" b �� � 6 � Nat�rol � �'�� -Fill Natural � � Fill Ground d..���3y p 3Y'. 7'�Fr. Slope I G ound �-�..3./ p �:�. � 1,,.�F�. Slope \ Min. D=7 Ft. Min. D=1 Ft. ��. � Mox.d=1 Ft. b=5 Ft. 6=5 Ff. Type of Liner= PSR�.n FROM -L- STA.25+SOLT TO STA.27+OOLT FROM -L- STA.I2+SOLT TO STA.15+20LT FROM -L- STA.15+20LT TO STA.I7+OOLT FROM -L- STA.23+DORT TO STA.25+OORT FROM -L- STA.22+SOLT TO STA.24+85LT FROM -L- STA. 31+BSLT TO STA.33+50LT DETAIL 7 STANDARD BASE DITCH � Not to $<alej Nof�ral Na�t��al Groond �� �3.� g� � Gr o d d � Geoio�+de-�� _ g��Min.D=2 Pt. Max. d = 2 R. �when B �s , 6.0' B=2 Ft. pe of Liner- Class I Rip-Rap FROM -L- STA.29+45RT TO STA.30+SORT EST. 105 TONS CLASS I RIPRAP EST. DDE 140 CY EST. 177 SY GEOTEXTILE 30' DL DB DETAIL 9 LATERAL BASE DITCH � Not lo Scale� Nof�ral rl - =I, ��� ��./ Fill Ground �'�-`!') p .��. ' 7^��, Slope d� Ig Min. D=7 Ft. Mox.d=1 Pt. B=2 Ft. 6=5 Ft. Type of Liner= PSRM FROM -L- STA.30+SORT TO STA.33+OORT DETAIL 6 TOE PROTECTION � Nm �o s�oia� F�O�e` ac, Qe G�ound � �,F`�S\o b --- ���d d=1 Ft. 6= 5 Ft. '- Gemextile Type of Liner= Glass B Rip-Rap 'ROM -L- STA27+72RT TO STA.28+b1R7 I I �'_= i , ' '.. RETAIN I?�o' n� luo' �� �iRl:`�!ili.. l�Al. F I I I � PROIECT REFERENCE NO. $HEEf NO. F-���-lf-�(1 (�� RN✓ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER o, .�. ...� A_COM , �o o��a,M �_e��raE ��a: � o�4z � ao�eior,.�at zif�8,. s.��.� a, !9� H59-6LU0 - 19�a1 55+`5259ifnxr 5 DOCUMENT NOT CONSIDERED FINAL UNLESS AlL SIGNATURES COMPLETED PERMIT DRAWING SHEET 2 OF 5 O � � n REPAIR UNDER SEPARATE,. � MAINTENANCE EFFORT C' \ _ RETAIN .'. I CUT DITCH PER TYP. SECT. i�:\-.._ - � i ,-.i_I� . i_. ,.,ii -,i: BETWEEN -L- 27+OOLT AND 28+SOLT .-. � -- -- - � -------�.� - ,�--� - - - I-4QB5 � --- F - � __,F � ' � � � RETAIN � �� � � LATERAL V DITCH , �� - .'�' " ' ' / �-��� �`��� o POWER EASEMENT uTe2n� v DITCH , ` --�- -- L �637 PG 1469 SEE DETAIL 1 �� Ze � --� exiSiiNc Aiw - 1� ��1� . SEE DETAIL 5 EXTEND/C.ULVERT �. � . REMOVE HW _� . � - _ - - _ �., _�_ - _ - . _ �.., . -_� _� GRADE TO DRAIN . _ _ _ \ �\- � � `C a�Fr �iW,UGf+ � � � � C - � C .- ___ - ...__ � , � '.. � ROCK CREEK INVESTMENTS LLC -- --. � _ . _. =--- ___ - ',� za � � � � C =�� 3GI-A �\\ TB 1B w�51 l� L d FA� T�t�G i I � � . + � .-_ '� --�- - .- \� � -_. - ' _ . � ,. � _.- Connecrl5'StnP� ..-, � ` l-/ ) ___- _ -._ -__.-___ V _ . _ _- _ . .. . � . _ _ DB 6880 PG 148 IN . 616.0 ..._� ENo secTioN z�i a �: 370.03 �'�_ -- - ni ao^ n� z�c�� c -- 5� 4 I ;�.Y� _ - 10' PIEpMONT-NATURA� GkS- EASEMENT - -- _ _ -- - R_ -- -, -- --------- C F ---., C C -- PDE PDE PDE - PDE PDE PDE LATERAL V DITCH / 15' BEL SOUTH TELECOMMUNICATIONS EASEMENT SEE DETAIL 1 DETAIL 8 RIP-RAPPED ENERGY DISSIPATOR BASIN CLASS I RIPRAP DIM. RIP RAP BASIN # (fr) 0510 A 2.5' B 1.7' C 2.5' D 1.7' E 8.5' F 23.5' G 78.0' ALL �IMENSIONS APPRO%IMATE BASW r � LOCATION (AT OUTLET) 0510 � -L- 27+70RT RIP RAP NOT SHOWN � � ��N. , I \ i�1+ za � ���� CULVERT�� z:�� � APRON - _ � IF � r+` IRIP RAP NOT SHOWN �-�,.� PLAN Ci�rl3:ii � SECTION FROM -L- $TA27+63RT TO STA27+77RT EST. 56 TONS CLASS I RIPRAP EST.DDE 70 CY EST.60 SY GEOTEXTILE _ _ i a���> � C � �/ � �1�� .���� -jP,ri w � INV. 603.0 �i�a i�� �,a�; � �s�J� w�7�� � F _ii .�-p..� -3'r,-p�F . 1` �� i� i i��. =-- �- �u��;, , p PDE- - E i�TiCt �. � EST.29 TON�E- - �-'���i� • �� 4TURAL 20UND 7i08 I CLASS I RIP RAP , . EST. 50 SY \ \ �EOTEXTILE - - EST. 4 TONS . CLASS I RIP RAP EST. 10 SY . � GEOTEXTILE Pipa o Ou�lel Squo Scour H IRip Rap �� 1 norshown b I rn ie wMri _ � EROSION C INV. �83 5 � ��OPE PIPE � - � � .J:I PSH\ F �� , � �D E � � '`Y.i i -� � t i i \ y.. '..I . � `�L �� �-,1` � � � \�F�� _ _ 1 EROSION CONTROL SKIMMER BASIN. NEGLIGIBLE DISCHARGE �I ) ROCK CREEK INVESTMENTS LLC DB 6880 PG 148 DETAIL 12. PREFORMED SCOUR HOLE 'NOT TO SCALE PLAN VIEW wslnu �cve� nnio c�usn WRH NAi1lPJ.L GROUND A J - %� ��' ' B= 4.SFf `,_ / � � :, �. . D= ZFf W= 4Ff SECTION A-A �� PIPE Id = id') (�� p rsxM-� wriow q i. caouHo uNE0.:Cu55 B Rlvn P� �I-B---� ��' EST.11 TON$ CLASS I RIPRAP WITH GEOiE%TILE �� iH. i� rucH EST. DDE 14 CY EST.18 SY GEOTE%TILE EST.33 SV PSRM aoe �' ' �I 0 ;i ROCK CREEK INVESTMENTS LLC , DB 6880 PG 148 �� �_ j EROSION CONTROL � �� NEGLIGIBLE DISCHARGE t"��� GRADE TO L�4AIN GRADE TO DRAIN R � i � I � � \ w � / i i =F ---, Pk1E I�r ') C SL 1�11L}m�-�:� .- '_ J � trT U t � a � Rb '�I f �r� ��rt�i�,� y��. � ��� �� � � i_L �_ �� >�S ��- . - -- - `1NV. . ���- . l .. „ �NO AGPL - � , -�.PD r� / ,. 1 INV. 579.0 � PDE_ �l E I 2' STANDARD BASE /� �I DITCH SEE DETAIL 7 I 2' LATERAL BASE DITCH �� SEE DETAIL 9 `,I ZINK IMAGING INC. DB 6751 PG II05 PB 95 PG 61 X �.�`'z-�. ,,�_�. MITIGABLE IMPACTS ZONE 1 � MITIGABLE IMPACTS ZONE 2 '�'- ' PROJECT REFERENCE NO. SHEFf NO. r�- / \ F_.=%�_ii_%I �_�� _ . . . _ , i / \ R/W SHEEf NO. � ROADWAY DESIGN HYDRAULICS / ENGINEER ENGINEER LATERAL V DITCH ` _--�i --- --_Z �� �� SEE DETAIL 5 EXTEND ,�ULVERT � � REMOVE I � , � ---- _ _ , , � -- i — , � � �//� N . -- 1� \ � PraParad in fhe . . � � � ONi<e al: �i�z \ e 5 . . - I . / \� � � . . _ C I lol ? iV - -�u� xl �/ ', � I �\. �/) � -� \ /l�� 9 5 F � �1 — — —, _-----�- TB JB v�(Slab Lid �/��'-'� - — — —. . � — � A �� � � � G I—A ' i � � I � DOCUMENT NOT CONSIDERED FINAL `F UNLESS ALL SIGNATURES COMPLETED _ _ , _ , � i �` �� �, , I � � - � `� , � ; � � ��onnect �5" - � -- - � i � I� U lJ I� lJ I-C - i I D t iI S'e S � ea 2 I B � G -- - - ' _ _ r,� - _ I � � I �, -� ��_ ;� � - - Sheet 2 D ,. , _ — - ;� DB � `� � �=� ���� i -� , - - � x , � - ���; - �1 �� % _ � /� - — ��;� ��,�, _ ,� _ - , �' . _ , � I —_ __ � _ � — � �� ;�i — — — — � — —� — �� � ��1� , _ i — _ ��o �� r, � - -- � v/ � - - -- � , ; _ _ � � ,/ ��� � � ��� EROSIO CONTR L , � � ; N ; �' � � �� /, � �-� _ i i , -'= � '=- - _ � �� �. � i, - � - - ,� �,n ; i . � � �- � — - - � _ x > �, �.� /� E LI IBLE DI H R E � . 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NEGLIGIBLE DISCHARGE \ ` �°� � PERMIT DRAWING ��� '` � �� MITIGABLE IMPAGTS ZONE 1 ,; �,,'� �- MITIGABLE IMPACTS ZONE 2 I� S H E ET � O F � Z I N I ��, �. L�' �� SITE 1 D E ��� `m���� SITE 1 ENLARGEMENT � '�' F ��.� c��A�Hic scn�E BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 Roadway Fill & Culvert -L-27+0 / 28+50 X 9129.0 5852.0 14981.0 TOTAL: 0.0 0.0 0.0 9129.0 5852.0 14981.0 Rev. May 2006