Loading...
HomeMy WebLinkAbout20170732 Ver 2_401 Application_20180129 Carpenter,Kristi From:Dagnino, Carla S Sent:Monday, January 29, 2018 5:00 PM To:'James.C.Lastinger@usace.army.mil'; Chapman, Amy Cc:Al-Ghandour, Majed N; 'marella_buncick@fws.gov'; Hanks, Brian; Carpenter,Kristi; Morgan, Stephen R; Euliss, Amy; NCDOT Service Account - Roadway Design; Staley, Mark K; Barclay, Carl A; svc.pwayscue; Harmon, Beth; Harris, Philip S; Monte Matthews (Monte.K.Matthews@usace.army.mil) (Monte.K.Matthews@usace.army.mil); Tony Able (Able.tony@Epa.gov) (Able.tony@Epa.gov); Riffey, Deanna; Wanucha, Dave; Archer Sr, Wright; Capps, Karen B; Mellor, Colin; Penney, John M; Capps, Karen B Subject:Permit Modification Application for U-2827B Forsyth County Follow Up Flag:Follow up Flag Status:Flagged The Permit Modification Application for U-2827B has been posted to the NCDOT website. The electronic copy can be viewed /downloaded at https://connect.ncdot.gov/resources/Environmental/ Named: U-2827B Modification Forsyth January 26 2018 This email serves as NCDOT’s permit application submittal to the NC Division of Water Resources and the US Army Corp of Engineers. Thank you. Carla Dagnino Western Region Environmental Program Supervisor II Environmental Coordination and Permitting Environmental Analysis Unit NC Department of Transportation 919 707 6110 office cdagnino@ncdot.gov 1598 Mail Service Center Raleigh, NC 27699 -1598 1020 Birch Ridge Drive Raleigh, NC 27610 1 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 2 �.STATEo, � m '1'� i „ �/�„�.m, Py c � � ��'"' - ; •,; �� '`�1 �,�am, .�,`� •� .,�:�� r �,�a��. STATE OF NORTH CAROLINA DEPARTN�NT OF TRANSPORTATION ROY COOPER GOVERNOR January 26, 2018 U. S. Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 ATTN: Mr. James Lastinger NCDOT Division 9 Project Coordinator 7AMES H. TROGDON, III SECRETARY SUBJECT: Request for Modi�cation to Section 404 General Permit and Section 401 General Water Quality Certification for the proposed US 421/I- 40 Business pavement reconstruction, bridge replacements and interchange modifications from west of 4t'' St. to east of Church St., and a multi-use path from 4t'' St. to Liberty St., Forsyth County, Division 9. Federal Aid Project No. NHF-0421(5), TIP Project No. U-2827B / G5620A. Debit $570.00 from WBS 34872.3.4. References: Section 404 General Permit 198200031, U.S. Army Corps of Engineers Action ID SAW-2009-01193, dated July 11, 2017; 401 Water Quality General Certification No. 4088, N.C. Division of Water Resources Project No. 20170732, dated July 13, 2017. Dear Sir: The North Carolina Deparhnent of Transportation (NCDOT) proposes pavement reconstruction for approximately 1.2 miles of I-40 Business, bridge replacements, interchange modifications, and widening of Peters Creek Parkway in Forsyth County. As part of the project, 8.5 miles of 2- 2inch parallel fiber optic conduits and signage for ITS communication will be installed. In conjunction with U-2827B, project G5620A a multi-use path along US 421/I-40 Business from Lockland Avenue to Liberty Street will be constructed. No jurisdictional impacts are proposed for the installation of the fiber optic conduits, signage, and multi-use path. The original permit application dated June 6, 2017, stated there would be a total of 380 linear feet of permanent stream impact and 236 linear feet of temporary stream impact associated with construction of the project. Mitigation was acquired for 347 linear feet. Mitigation was not proposed for the remaining 33 linear feet of impact due to bank stabilization. There were no temporary or permanent impacts to wetlands. Several design changes have instigated the need to modify the original permitted impacts. Below are site by site descriptions of these modifications. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION 9 375 SILAS CREEK PARKWAY WINSTON SALEM, NC 27127 Telephone: (336) 896-2330 Fax: (336) 703-6693 Customer Service: 1-877-368-4968 Website: www.ncdot.gov Location: 375 SILAS CREEK PARKWAY WINSTON SALEM, NC 27127 Site 1 As the sanitary sewer design has progressed, it was determined the 12" sanitary sewer impact originally proposed at Site 1 will be relocated to the south. This shifted impact area will overlap with the original permanent stream impacts from the 42" pipe extension. Therefore, the standalone stream impacts (20 feet permanent, 10 feet temporary) due to the sanitary sewer for Site 1 will no longer need to occur. Therefore, there are no additional impacts for utilities at Site 1. Sites 2 and 3 Due to ongoing design of traffic control measures, a temporary detour ramp alignment (shown in purple on Revised Permit Drawing Sheets 6 and 7) is now needed to maintain traffic to construct the new ramp. The temporary ramp alignment will have a greater impact to the streams at Sites 2 and 3, extending all the way to the embankment rip rap for the culvert inlet. Due to steep slopes and the already degraded nature of the stream, NCDOT proposes to permanently connect the existing 66" pipe to the box culvert, rather than remove a potential temporary pipe and restore the channel banks after removal of the temporary detour. By permanently filling this area, it will minimize long term maintenance concerns by removing guardrail, flattening slopes, and reducing stream bank erosion. At Site 2, in addition to the originally permitted 83 feet of permanent stream impact (due to culvert fill and bank stabilization), an additiona191 linear feet of permanent stream fill will result from this action at Site 2(due to the new 66" pipe). See Revised Permit Drawing Sheets 6 and 7. At Site 3, the current design will pipe the stream to the existing culvert inlet, with no stream relocation as previously shown. The 48" pipe utilized to convey the stream at Site 3 will not be buried due to the existing steep grade of the pipe. Permanent impacts of 70 linear feet will result from this action (see Revised Permit Drawing Sheets 6 and 7), rather than the previously- proposed 42 feet of permanent stream relocation and 10 feet of temporary impacts. The sanitary sewer at Sites 2 and 3 has also been re-designed due to the detour ramp. The sewerline will now intersect the stream at Site 3, overlapping with the stream impacts of the 48" pipe installation at Site 3. Therefore, the standalone permanent stream impact of 21 feet due to the sanitary sewer for Site 2 will no longer need to occur. Therefore, there are no additional impacts for utilities at Site 2. Summarv The previously permitted impacts were 380 linear feet of permanent stream impacts and 236 linear feet of temporary stream impacts. The revised total impacts will be 458 linear feet of permanent stream impacts and 216 linear feet of temporary stream impacts associated with construction of the project. Mitigation was originally only proposed for 3471inear feet of the 380 feet of permanent stream impacts (33 feet of the 380 was bank stabilization). The revised mitigation will be 458 linear feet of permanent stream impacts. Therefore, an additional 111 linear feet of permanent stream impacts will be needed. Mitigation for 458 linear feet of permanent stream impacts has been provided by NC Division of Mitigation Services (see attached letter). Mitigafion Services EN VIRONMENTAL OUALITY January 23, 2018 Mr. Philip S. Harris, IlI, P.E., CPM Manager, Project Development and Environmental Analysis Branch North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: Subj ect: References: PAT MCCRORY DONALD R. VAN DER VAART DMS Mitigation Acceptance Letter: U-2827B, Winston-Salem — I-40 Business / US 421 from East of Church Street to West of 4�' Street), Forsyth County USACE 404 General Permit 31 issued July 11, 2017 (USACE Action ID 2009- O1193) NCDWR 401 Water Quality Certification issued July 13, 2017 (NCDWR ID 2017-0732) The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the additional compensatory stream mitigation for the subject project. Based on the information supplied by you on January 9, 2018, the impacts are located in CU 03040101 of the Yadkin River basin in the Central Piedmont (CP) Eco-Region, and are as follows: Table 1— Additional Im Yadkin 03040101 Cp Cold Impacts „ (feet / acres) Stream Cool Warm Riparian 0 111.0 0 Wetlands Non- Coastal Riparian Marsh 0 BufFer {Sq. Ft.) Zone 1 I Zone 2 0 *NOTE: Some of the stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. This additional impact and associated mitigation needs were not projected by the NCDOT in the 2017 impact data. DMS is currently providing stream mitigation for the impacts associated with this project located in cataloging unit 03040101 of the Yadkin River basin as required by the 404 and 401 permits issued in July 2017, as shown in the below table (in mitigation credits) State of North Carolina � Environmental Quality � Mitigation Services 1652 Mail Service Center � 217 W. Jones Sh+eet, Suite 3000 � Raleig}y NC 27b09-1652 919 707 8976 T Mr. Hams TII' U-2827B January 23, 2018 Page Two Table 2— Current Permitted Impacts and Associated Mitigation Requirements provided by DMS (based on 2017 issued permits) and Revised Anticiqated Imvacts (based on miti�ation reauestl Impact Type Stream (warm) Tota1 Permitted Impacts (feet / acre / sq ft) 347.0 Mitigation Provided by DMS per Issued Permits (Credits) 694.0 Additional Impact (for approval) 111.0 Revised Total Impacts* 458.0 *Some of the additional stream impacts may be proposed to be mitigated at a 1:1 mirigation ratio. See permit application for details. DMS will provide the amount of mitigation as determined by the regulatory agencies. This mitigation acceptance letter replaces the mitigation acceptance letters issued on July 27, 2016 and May 18, 2017. DMS commits to implementing additional sufficient compensatory stream mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery tixneline listed in Section F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-8420. Sincerely, Ja es . Stanfill Cr i anagement Supervisor cc: Mr. James Lastinger, USACE — Raleigh Regulatory Field Office Ms. Amy Chapman, Division of Water Resources, Wetlands/401 Unit File: U-2827B Additional 1 Ilt;h�-vdV North Carolina Department of Transportation StUI"171Wc1tPY � ,, ,.,.,, Highway Stormwater Program �.; STORMWATER MANAGEMENT PLAN _ (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: 34872.3.4 TIP No.: U-2827B / C-5620A County(ies): Forsyth Page 1 of 3 General Project Information WBS Element: 34872.3.4 TIP Number: U-2827B / C-5620A Project Type: Pavement Reconstruction Date: 5/4/2017 NCDOT Contact: Matt Lauffer Contractor / Desi ner: James Rice Address: 1020 Birch Ridge Dr. Address: 555 Fayetteville St., Suite 900 Raleigh, NC 27610 Raleigh, NC 27601 Phone: 919-707-6703 Phone: 919-232-6621 Email: mslauffer ncdot. ov Email: 'ames.rice hdrinc.com Cit ITown: Winston Salem Count ies : Fors h River Basin s: Yadkin-Pee Dee CAMA Count ? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th (lin. miles or feet : 126 Surroundin Land Use: Urban Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 30.2 ac. 322 ac. Typical Cross Section Description: 4 lane divided freeway w/ an 11 ft median: (2) 10 foot outside paved shoulders, (2) 12 4 lane divided freeway w/ an 11ft median: (2) 12 foot outside paved shoulders, (2) 12 foot travel lanes, (2) 5.5 foot paved median shoulder - Total width of 79' foot travel lanes, (2) 5.5 foot paved median shoulders - Total width Of 83' Annual Avg Daily Traffic (vehlhr/day): Desi n/Future: 96,400 Year: 2040 Existin : 74,800 Year: 2011 General Project Narrative: The project consists of pavement reconstruction of approximately 1.2 miles of I-40 Business, bridge replacements, interchange modifications, construction of multi-use path, and (Description of Minimization of Water widening of Peters Creek Parkway. There is one culvert extension for a box culvert under Peters Creek Parkway, a pipe extension on the same tributary upstream of I-40 Quality Impacts) business where a supplemental pipe will be required, and a stream relocation for a small tributary that ties to the Peters Creek Tributary. An existing pipe that carries Tar Branch will also need to be replaced within the ROW limits of the project. There will be an additional 5.0 acres of impervious area added to the project due to the widening of Peters Creek Parkway. Stormwater control measures in the form of Media Filters have been proposed in this area to incorporate some stromwater treatment for part of this additional impervious area. In other areas of the project, there has been a decrease of impervious area by 7.0 acres due to the removal of select ramps and loops (see plans). The proposed project has a net reduction in Impervious area of 2.0 acres. The Design-Build Team has also flattened proposed ditches whenever possible to aide in as much treatment as possible. Waterbody Information Surface Water Body (1): UT to Peters Creek NCDWR Stream Index No.: NA - Peters Creek: 12-94-12-8 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: SA Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A 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) F-�I���Wi3�, North Carolina Department of Transportation SiOC111�VcltP1' � ,,,.,,,,, Highway Stormwater Program �' STORMWATER MANAGEMENT PLAN — (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: 34872.3.4 TIP No.: U-2827B / C-5620A County(ies): Forsyth Page 2 of 3 Additional Waterbod Information Surface Water Bod 2: Tar Branch NCDWR Stream Index No.: 12-94-12-7 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T8E Species? No Comments: NRTR Stream ID: SC Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spanning Water Body? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Bod ? N!A Qf 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) Surtace Water Bod 3: NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primar Classification: Sup lemental Classification: Other Stream Classification: Im airments: Aquatic T8E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Pro'ect Includes Brid e Spannin Water Bod ? Deck Drains Dischar e Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Dischar e Over Water Bod ? (If yes, provide justification in the General Project Narrative) Qf yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Bod (4): NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primar Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Bod ? (If yes, provide justifcation in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the Qf yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (5): NCDWR Stream Index No.: NCDWR Surtace Water Classification for Water Body Primar Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Pro"ect Includes Brid e Spannin Water Bod ? Deck Drains Dischar e Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Dischar e Over Water Bod ? (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) Hi�h���ay North Carolina Department of Transportation StOCITI�VdfiE'Y f >f ,,., ,.,,,,, Highway Stormwater Program �. STORMWATER MANAGEMENT PLAN (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: 34872.3.4 TIP No.: U-2827B / C-5620A Count ies : Fors h Pa e 3 of 3 Other Best Management Practices New Built-Upon Precipitation Depth Station & Coordinates Surface Drainage Area Area Volume Treated Treated over NBUA BMP Associated Sheet No. (Road and Non Road Projects) Water Body BMP Type ac ac ac-ft (in) w/ Buffer Rules? 4 -L- 18+30 Rt. (1)UT to Peters Filtration Basin 6.1 1.2 0.11 1.16 No 36.089239/-80.256948 Creek 4 -L- 21+95 Lt. (1)UT to Peters Filtration Basin 4.6 1.4 0.13 1.17 No 36.090372/-80.256302 Creek Additional Comments � N F O � o a u �, z 0 N �O � V A4� � N 00 N �. ., � V W O QC � � � N �O � O V .. � V � � O V Prepored fo� tl� Offlce of: H1'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ADT 2011 = 74,soo DIVISI0IV OF HIGHWAYS p,E, 50 25 0 50 100 LENGTH ROADWAY TIP PR0IECT U-28276 = 1.311 MILES 1000 Birch x�age Or., Ra[eigh 1vo, z�610 / ca� a�\ ADT 2040 = 96,400 ,,� �� c��� DHV = 9% LENGTH STRUCTURE TIP PROJECT U-28276 = 0.037 MILES �otz sraxn� srEcrFrcArioxs ���' /� �'�� PLANS D= 60% BRIAN STEFFEN, P.E. � ,� � � 50 25 0 50 100 TOTAL LENGTH TIP PROJECT U-2827B = 1.348 MILES a,cn�Arc�nc: �--� T= 13% * RIGHT OF WAY DATE: RODNo�cMONER, P E ROADWAY DESIGN �ti ��� � V= 50 MPN AUGUST 3__Q 2Qb ��� � PROFILE HORIZONTAL ENGINEER P�. \��, !��i' ( ) * (TTST 7% + DUALS 6%) \z i� FUNC CLASS = FREEWAY LETTING DATE: JAMES RICE, P.E. `°�_�����i l0 5 0 l0 20 BRIDGE LENGTH BASED ON CENTERLINE PROJECTION STATION STATEWIDE TIER AUGUST 3O� ZO�6 f'ROJECT DES7GN ENGINEER PROFILE (VERTICAL) NCDOT CONTACT: K. ZAK HAMIDI, PE, DESIGN BUILD UNIT LYDIA BUEHRER, P.E. S7GNATU7tE: ' � ^y . � U 28iJB C-5620A X , � ' . 20 �� �/� , ' c Gs,«� . . . [ x P '3 � �Q O P�j�Z`�� .. L�VCOMPLE C PLANc ,� � � `, ... Q r �ryPy� ^ \ � - - — --- . 'e I � � �l�_ �'` W e � � � , .. � o .�w.. ro i ✓ / / r � -\,...� �. . � ' L�o .E,Eo , ,. . a�W �� � � / -� : 12 . iB / / I , � � � �_.�- � y J1 . \ � .. . � I'` $ Il�tllf ,� � � y� -, � � Z � � ... i t �.. , _ �< � �' i� ��- oi � ��<.��� � ��� , , ' ���1 � _ ��as LEGEND � � `, � � ��, � ��� � �,��; � � 1 � m F-�Z N .e��m��Fo;�s n � �\ �ii ' H �DENOTES IMPACTS IN . / _ '�� - I�lrp� \ �� � 1 I II' � . �� � .�„ ry � SURFACE WATER � _ � � ^ - w + r- �� . �o �`�� .. ��� c-� � �cn � � I ���� � . _;.�,�, _ to� il I j� . __ Z N �- 5 DENOTES TEMPORARY O G`� '�r � .. �' = u',, IMPACTS IN SURFACE WATER � � � '��� � `� :�. II III. � . I -�I � ' � U Fa- 2 ',-'. . /- rn w f�' k r� � � �,�� � �� -�� � � ����.0 � �� — _ � � ��w „ ��_ ... � %�%r�� � I I `�,� SEE � � � � ��� �� � :�� , }� , , � H E ET 4A ,3 � , � � �� � ���r q� � ��� �- � I � ' << :, o � ; . ; - —_ 4 F = _� � ' � � , �� — _ I } � � F`� � � ' � � � . � �,. ., 2, � 1 � ` \ • � r ... ., � 1 ,, ` \ � �� � �� � � � � �� ����-��� � � ��, ,��: MATCHL , f� � , � .. INE � � �' i �-� � -Y4- STA.13+00 � �'�.1 � .. ;���i��l � ���� � � � � � � -� � ti��� _ �� ��� � �"� �� -;�I � . ,_� � � SEE SHEET 5 i r' i I i � � y � . � i ' � --� 6 � � �� � � � � �', � V ���� ,, f � � - - � - ; -"' - � � j . � �, �; � , ,.. � 2 � ai � � �� �a �//�'�� � � / �'� ^ � y ���� �� I � �� �'� i j ��'��'��\ , � � r. � ., z� � �� � �� �� ,' �. F � . ;,�� � - � , . � � � - � , � ���u� . - � � — „ _ - ' �f �, � ��� � � � - � � � .� � g � �� �l �� ,�� � � � ��� � I ; � SITE 1 � � �� � _ � _ � _ .� 9 � , , � �� , ��'�—fi ' — — � � � , _ _ , � ° . _ — �, ^ � _ — _ ..,� � , , � � / ; � , _ � � _ — —_ � � _ — — . _ , _ � a , �� � � �� ��� . ,ti. r <<'' �. ��� � , ,��� �� � ���� ; ��, < � � �, — __ ���' , , , � ,�., � � � � � � w �a � � , �-��. � � , . � � _ � u � _ , „� , ; ,. �� ,� a �� � _� . . � � - � �. � „,F i � . _ � ,.,. � e �_ . , � _ .� �, .,�_ k .o � ; � -� � � � , � ,;, ��, . _ � — _--� — — w , � �, i� � � � �� — — — 4y ~ ,_ , I � w ; —, , ,� � _ � � — � � .... �`� � � o z,9 - . . , � '�,— � � _ �_, � � E°':, — � — — r ,mr - ------ ,� -------- — — + �_ ._ . , . �` � � — — — — , � ,..; _ _` E _ .� r,�„ � � : ; ^, -- - r ,� - � -. , � , .. , i 3� -.: . _ ,. M . . .,. _ . _ _ _ -_ �. . . y� F � � �_ — —�� .u... .ii —_ - . � ' .�_ -. ___ .. . . — — — — ' / ' � 4 = . ' � � � �_ � i v.�.- _ . �r a ` �. _ ; � � .- ~ .� . — — ----- LL F — � , � r�, � . . , � � — __ � " _ _7�,- - . � � � -- — a � � , ,� � � � ~�, — - e , � � � �; � , , i --� — � � ,. F _ , ,, 1 � ��! �- � \ I i� / / \� �� / - I _ z m w� ��. �.,_ \..L.�— ,y � ,. � � . :� .., HIC S E � .". . __ _ . . _ _' , , .. 2 6RAP CA � y �r A _ ., .. _ � q�� o �o po , . � . / _ � � „� � �.. � ,J. v. . . , �. .. � : . � 77��� � . � �� � � I � I 'M1 I � ' � .ioN PLANS - �. � , s �. . sa � �.. � � , , � I �, � � � � — — ' z� '� ���o�s - � . = 59 60 � - �s . O o i � `_ � / _ a ` � " : . �� .� \ ;e.: ..I I t 'i I � � 1 I JI � � � \� — � � � � / s� � � � � �I j � I � � � � � o _o��, � � � �y C� ' S0 ' ./ � 5) �. .—T� � �. I I 1 II I � .. _ . � SITE� 2', ��:� ^z'� i/ ,- , /. � �, �Km� �.,. - � .���s�o�, ; _ . � � �� � ; ._ , � � M � - �- I� � v[ nqx[s a[vsFo �wNG r�PPe � � � / � a � _ - � ' � ,_ 'a � � ' � . � O _ . } � ��� \ �� � �- PAVFMEM 0.EMOVaL I �� 5a 1'0 �6 oa �r E 5 nkEs ak SEo uonG r Rvo� z ° � a � 0 \ � A7 _ � `> / � , _ 40 _ _ � � �f / � / 211 , 6 _ , : �.'=� . � _ _ — -: _ e ^ / . < < E r �° ` % � Jy 4�. :' �- - � / " /. - - / - _ _—__ - � / / �� - �,- � � 4i �5 �� �` �.,' '-` I� � r� _ _ - ._I. , � // /� / / I / ��-Fi 4� � 48 � �\ / � `\ � _. - / � y � . I �� � MATCHLWE — ^ �o �- � �� i� � � ' l � � � � � ./ I � -Y4-STA.22+25 � . - -� 3 � �e �� ��� = SEE SHEET 5 � / � i� � i 1�;� o�eae-a�. {� �i�' - °9 . . - ' ._ `� j �._ , . .�' ) I lL PA� 10 UNLE55 OTNfPW SE NOiED ° / � / / F / : �t� �0 Zl � . . ' _ . I �� . - - . . � .I . `c : $ p r: m� ; SEE SHFEi N 5. J FOP -L- PROFLE � � p ° °� ' s� sH� N . PROF��E �T�'y��H �✓ �' ��� , �, ` '� ��°�E��,� // � � � � J � . SEE SHEEi N0.16 O -YI- PROFILE F r . / � � / �: Z� , _�— � � I'� � � sEE snEE, No �� foa .� ar .aPM. Y��Pa a.,o PaaF�Es SFF S I ST i F ` ,,;E� „' ,_ .�' � � � � � � see sneEr No. ia vox riaro e mro- raoFaes yic�. q 3 _,,,�,., � . __ .ica�a � � � � ' - � � � see snen n . a T ) qx �, , �� __ �" _ _ " %_ = � ; sEE sHE�r N . _ oF �Es Op . . .. _ . '\ .,-, - . , � ' � . _. . '. . .;. sEe:re�N oa �rao e PERMIT DRAWING =tE =�EE, �0 3� Foa M o, PROF��E� �TE 3 � S H E ET 4 B SHEET oF EE =�E� �o= ,�� .o ° �,a FOR f�.�RE M�P3 �,�P� a M�P9_ P��= _ _ � � d � a a � - 3 O L �i r C.I � C Z � G G N t L C v G � H � O R � � H C r C H [: O a " � Gd � L'J � � _ C m _ � � 0 � 0 z _ � , 0 a � - � fC W d 1 � � � � - � �; - � - �, � - �, � s � N t L C v G � H � O � � H C r C H [: O a " � Gd � L'J � � _ C m _ � � 0 � 0 z _ � , 0 a � - � fC W � � d � a a � - 3 O L �i r C.I � C Z � G G N t L C v G � H � O � � �� H C r C H [: O a " � Gd � L'J � � _ C m _ � � 0 � 0 z _ � , 0 a � - � fC W � � � - � �; - � - �, � - �, � s � N t L C v G � H � p � �� H C r C H [: O a " � Gd � L'J � � _ C m _ � � 0 � 0 z _ � , 0 a � - � fC W ei m _ ,o � } ti Z Z - � O N O� WQN Z N �, � � w � ZQ �O rr ac Z O- � w s �Z ' N G1 � � '�' O m� ' � U �i C �N z � o � o Z�� O + + V� t � �� v q � � Z� � � O� � r� ; >o � ' OO � C NZ '� w m ?U � [: Q N r N 0 ow a � o� _ a Z� G � L' w m c� ,� � o n � p � Z op _ � go � � �� � ^o � �w � ` � M � O Q z � =3 �� r o 0 � � �o o - � � w �z LL � � �LL - � � �. � GRAPHIC SCALE PROJECT REFERENCE NO. SHEET NO. 0 F zo 0 20 o C tI e U-2827B, C-5620A 5 \ A ATCr ILIN ` ' � � � `- �� � `'� � � � RNJ SHEET NO. �V �n ' -... : Y4� JTA• �� � oo I^ �, I I n \\ \ `' \-N�+` PLANS � r, ,, r- r ROADN IN DRSIGN HENGINEERS C EET 4 � I�� 9 I � u � r SG� �� - �I�� �^`---� re ie wrnnH� �. - (I / ' 11 HDR Engineering, Inc. of the Carolinas IN���1��I1[�il,� E 1PIL,.�N.si I .� I i �I� I� � ... y� �,__ /`_ O . . DO NOT I;9E POR 2/W .4fQ1'ISITION I ti �,� h �J / 555 Fayetteville St, Suite 900 Raleigh, N.0 27601 � � N.C.B.E.L.S. License Number F-0116 � � � -��I �� �I �_ � '��_ � g� +'� �� � N � ,,- . NT � r i, � C � � � ' . � � � `� 1. ti _ _- ,� �� . � � - .�-- � -� tir� I � � � � �. � \ ��- - u� �t��., .�� .,' ; � ;. f _. y _� � , � : .. r - , I \ �2, ��, I 1 - �'J � F�� �' I I� 1 -- ' .- --� '�\.\ Q"-. % ce F . , 47 � �_ � � i �� � J 3`.: � DOCUMENT NOT CONSIDERED FINAL � �_� ��. � i � I l i (. i ' � � � _ � � � �;� � �� � � -. ' Q / ��� � ( 1 r �JJ � `• i � r e.�se svEcini cus 9 MPLETED I I � �j �uroc (J UNLESS ALL SIGNATURES C I ' I I =' _ �\_ � I �� I �"� � � - � �'� SEE TIEEi 2D I . i7r ?�, -,� I � � Llk Wdi • -- DETAIL'- I � �?� \C 1� / S\` 3- �`� � I' ����ll �! �1 ��_-�f L r��� � C m es� sve� o rEzmr � . � � � RErnovE GB .. � � � � ��'_ �� 15� � ���� ��� . _ .. � 'l; � ;,.0' � � � - � \ '�? ' R . . � � F C61GI RCP�If �1 I�I � - - � .,. I _ -J . . . ��,� � . ~ ' � � � I I I� �M��s `��� \'�, � C`�� f � � , �9� � I '� _� �' r e�,�, - .. .. : ��) } , � ,�z� ` �� 6- � ��.. I I F REMOVE CB' . ��\; � -�-� \_.',.,,.�: r ._ .' _S � . I . ,... - � � :1� �+-> �x1 � �' AA ��RIGoI-IT SDE�TE�OSP OQ DIAN. . :/� ,�. � �., ' �I 1 . I \ , �y � r �r .,. __ ,.� 7 , ! . . ��LEFTS�DE, _ � � � i. �. . . �� Y ll POSED I u= � � I ' ' � � .i � . � ' y ,e�j_ ! � I � %� .2-GI'S AT 48-25 LT l2T',-ANQ. M 1'.:' `_ Q �_ .. q . � � ' �, . 15' - � �� � � � I �`Y UFIDERDBA,IN SHALL BE PLACED 6 FT �, j�� , m I I . � .� P IA � � ��'.� \ � RCP-III � � � ', ' , BELOVJ SUHGRADE AT PROPOSE� EOP _ / � I f'� .T,'�'. �y-� T . 4 ., �3 l� � GR.4De � Y ��� � I ' I .r1,� ,. � � ��„ v, rr<�, e- � � � � � °�� fl�� �o oeniN _ '-'_i, Ce��� �4 ��S ���'2 � �:i__ t _- ��,.,.,?',--r"�''i�� -J _..�� .. � I _�. 4 CB�GI C8G) Z I I`! l -� -' �r - � o I.�' E� I � ��� �I REMONE CB � � ( � }t� . ,S �� � I � i � _ . .._ � 7-,� ` 7 � F ' �',�. . ' 'zt � � , � _ � I �� BERM DITCH - ] � �� ,� ' �� -i ""-^aL,�"'< I � -SEE SHEET 2D-i' 24" RCP-111 {`. I, : r'� � � I � II � � ;= DETAIL' ' . � =F �g��,� . C6IE�REM. (�� ��� I I '� . 1�. �4r 9 � \ � - C . 1 I I� � . _ �ol � 75 � 4 ���' � � � r/ � �� ��.� 1 � � N `� 15" RCP-III �, - ' , CBIF� F � � RCP 111 �- . . f� 'll�� ; , �I� '1 a'BLu���� ly,-�� �- _ _ _ I 'REM� VE I - C81F1 ��2 . �/ ' F`+ � .4' � - wqLL � ( _ � � � ... I� I / 'W � � � ., ... . . � � _ r . � .. - .... . - .. .. _ .. � O , F .� ! = J6. w/MH � t� �-_ ,.� � - CO(�I ! � C6�E) � .o P � � '1--^'�"'F . , 75' RCP-III JB wiMH �w /���.. �� i ... � � � � soo/ , � � � .; � is� acP-ni � � �il ,��- - �y /� � � ,;� � � � � � �� � � � � �8 � Eai�i � _ l 1 CBIE) � e�\�_,' OVE. � P.EMOVE\ � " "i:�v,�Fl \ ��4 I � C ��' � � .. 1: l <8 2G� _. _ - � - � C IS � I Fd W .. � .ae �� � �� � .. _ _ — r . , .. . - R 5^ G _ M9VE - � � . RCP � — F � _ _C CB�E - V . eM0 � : CB � -REMOVC � >>. �MOi` E. � /.:.� .�5,. � R�CP-III . � REMO ���� _. _ -1 VF �_P III W PG . G = Z � � . . _._'_ .. ,-. . y -.-sa yt . �� F .. C N C,1 �.. ..�. � � _ 2Gi -� ::_. - - '__ ....._ 2GI _ . 2GI "„ �- w�AH 30' F - nn V� 18. 2GIW�FG W � �\ � � m `. — � �" , � - �� � ls,. . . . --- U \J • � � �� . ',�' . � - _ - REnnOVE - _ C P.E.MOV� 1B 2GI W FG � --�._ - _ -____ .-.- _._-'__ _` _ _ t 2cr m _. .- . 18" CSP W'ELBOWS . -2PafV�Ff- ._- Y8"_RC�-1�Y-- -- _ �, .. _ _ -�_ _ _ [ � ". _ - �.. - - _ - - R - N I � � i �� Y _ lg,,. RCR-III-- ..2GI _ _ - - - - - - - - - - - T� W � TB 2GI WFG . � - - � _ 'EJ c -OJ� - 16" RCP-1!I ' � GI W�FG r N/.:ST: FR � -_ _- . -- -_ - - -' - - - -� _ - -' - 4O�LF TB 2GI '- CBIF) _ '_ - - �_ _ _�--- REMOVE . __ _ _ _ REnn. � O I ' . . . .� � _ _ - 18-R�F-IirB 2GI t� G� - - - _ .. -- . _ _ ._ =- .y - -- - - - T3 2GI C _ _ - - �r ��Fi`�R W�ST. I'�I�� „ ., 7�.� _III ' �15„ RCP-II �i�. C��O W�ST � � 7 - .- , � *� � f:iM., 45 REM �� I .i3".REMOVE (n J- . ��.TB 2G�T. FR. 18" RCP-III IS" RCP III �^�R P-II - IE� - T FR. � _ W'FG ��� _ RfMOVE O �. ftEMOv' 30" RCP-III 30" RCP�-III rt�- � ------ m� a � ___.- .. � . ' �. �' . . _ _ _ _ - _ - - _ _ _ _ _' — _ _ _--_--. - - 1s ' '_ __ -___ - ., . . W 5 - _ - _ __ _ _- _ _ _ _ _ _ _ ` - _ - _ _ _ _ _ _ _ _ RCP-III . -- �---- - - - - J. -Ili . � _'_ -. _ _. - - - _ _ ry — _ GI • -_. - I I 75 REMOVE _ - - - - _ - _ _ - — _ _ _ - _ _ _ _ T �GI W S� FR 18' _ _ _ Q.. - -. _ -- P-II� v m P�II � _ _ n W -* _r _ . --- � r--_'- --'- -- 10 _ - — _ r �5" Tg .p P III p�G�� �- c Ta 2GI , r W� T. FR R - T�� _ _ _ _ _- � I _ _ _ _ - - R_MOVC C� � REMOV[ f3 � �a Jp REMOV[ C6 � . I .% F _ � . . . . �_. � 2GI W; FG � P-ti _ - - �. tG'�,.-cG - � -66'�-RZ'F \ . - _ _ _ .: -7i,I �L � . ,.�i. = C . _ _ .. .. � i - . .0 F . _ -. s, _ _ .' - � �� W�i _ - _ - _ REMOVE Ce�� .,. . _ 7y" CI� T , I I / W,,EL�OWS �C 2GI -� REMOVE ' P� 5:' � 4i' �- "-- -- m . _ _ 2GI . � ` v....\ j � ;� . IS., -- F i'' FS ' C� �^ T . - , 1e 2� �s�c P- r, F? I Q � �cS� � F� �� s�� � � � se[aa� cu� oiieri � _ _ � P R��F _ _ -.� F JB w;MH � ,� Adj. JB�� - I 2C,1 q; STANDARD V DfiCH SEE SHET �}1 �- -- 7Ti1 � j � �� J" � � ` r/� \ . . RcMI�VE F '- ,-FG � �` `t,E� �� � � �EE $HEEf 2D-7! � DETAIL �C' - - F �: �, � �- — � 'i ��k. - � eco. . � e =� .- .. PUE .� Mn �.� � � �- ,t -�p.;� � � �� �R -- � /�`' - -- _ � F ���I� � �, C ` - - � � - � � G � _s. � - �I �I�I � . - _ . . � � \� \ � . �F . GRAD � � . m � I� I . y STANDARD BASE DIiCH � :� � � � % N � �� � SITE 4 - ,� ���F_���F� �_-- — __ �, W \ � � TO PR N'":`- -� ` � � � � 138 � II' F -� � GRADE , � �. . �B�F, J . 7g . � I'., � � .' TO DRkIN _ � P � � " .� 2EMOVE CBF .-, Rf"^o�E IBCr__!)!� � �\ � � .. � � � � . � 139 , .. R � IN UI = m � . I�'� . � I � .. � � �. B`I�li . ... . RE(F\N . ,., y,; ��P y .. �BIG)... ��P REMRCF ll! . �`._ C F' .. _ ,. CRIF' ,__. . C �RE�\�o'Jf- _�: REMOVE f REiAIN� Z3� � ' DETAIL P` ._ ..- , _ ., _ ' I . ^ � � - - 1EM� t-.- / � , = �, C'"°, CB .,� 2EMOVE F "GNiOV_ � � � � � �� � � � �� � � � � � � � � _ ���s �� ., . 1 REMOM€ I � � - —., . F � I� - � I �i� �' i � 70 )B g � � I � � _ I � � ` , ; , �B�E�.. . �� �,F 61F _ � � �• BI�)° . ���. . � ,. ,, ' -,., ` � -.; __ z � A =: � � � � _ — � _ �� ���� � rt� I . ' ., �. , ,/ �i0 � Ig,, pC7_I71 - R ./� To 1R I I � _ I �� � � � � . � M��4. . ,� , : � �� �� r , . , ,� �� I�I� _ � - � ���. -�� � . . . ... _.,�„Z — .. ^ I . � � �, i ' I ��� � , O aESH� . . I 9 F . E - I I I II I ' I . U _� jl lii II . � ; I ' � �'� �� Iv 4 .. ftETAIN CB �-W G, _ _ I II I� -y ' . ��\ � �_ � . '� ���� I�I . � I � l � i .0 C7 �'qd�.. " :- "� �" � I � REMOVE '� [ � 5; I ' � ��: � J � � CB � �-� � � _- O �-- I I I rl � II ( 7 r..�r- �_✓�Y'���. 6 1_ I, ` _ LCe O`IF �� (� 5 � i ,� S �, s.�,s`."' _ i � ra � ti , i; �, � � � _ � � � i � � � f � � � ��i � - ,-� -� C � I�� ,�, � + �o � �� �� �� J i�( � � �� '�-� �� � � C� � �� �� e� � eam � �� �� {� ��,x� e'� �e,��� , ��,�,I i i � '_ � � ��� � � f� e f �. \ / II. ��r. �1:�'_IlI � - _ �..��.-.,..�_ — ;^' ' \ ` � LREMOVE � . �' ^-"� • �-'"� "s I Z Q W � ;% .� � , � � � t � '� � r� I. c4 �, � � - � ---! `a 1� N ' - � `� � � �, � - r� ., 2 \ � U .� �.�,j� }-�� �� �-.� }.;_ �� �� � � � � �y _ _�_� CBf � II I .. � . . I GRADE , I � � i . . \ ITCI� s �� i ft . �i ..:- .- �� 7n� ;'� TO DRAIN , � , - �. . I I ��, �'�II II �--x. .: � . �Q W � � � � ' � � � z� �� �� �� \ 3 u� � �� -- � .� I _ r, r— ' y __.� r�� � I � � '` � � �- I�I ' �J i.�. 1. 4 '1� � 0 ��� I I I �- - C r `N - . _. . ' ,� �� ����� i_� � i � l �Y F II � � 1. ' � I � � ' . � � . . - 2 I � - � Q�', �� � _ _ _ � �- � � lT 'c�Nc� I - ; $;-�__J � PAVEMENT REMOVAL - • � - - �uNs� - ' . zz -� ��i�_ _ I ��ll ����� D ALL RADII 10' UNLESS OTHERWISE NOTED _ 4— STA.22+25 ��, PERMIT DRAWING MATCHLINE Y —`�' S DENOTES TEMPORARY SHEET OF S E E SHEET 4 '— . � IMPACTS IN SURFACE WATER — — ei m _ �o � } ti Z Z � O N O� WQN Z N � � �w � ZQ �O �Z � � w s �Z N� � �o � ; °` u r��i � 1- O � � �� N � Q + + V � � v � N� � Z� � °� � Q� J > >o n Z � �', o 0 � C NZ '� w m , � :, =o � � [ Q N H N � o o �' a ` � o� -..a Zd � � �� W m c� ,� � o n � p � Z op _ � go � � �� � ^o � �w � ` � M � O Q z � =3 �� r o 0 � o �__ � o Q � w �z �LL - - � � �. � GRAPHIC SCALE PROJECT REFERENCE NO. SHEET NO. 0 F zo 0 20 o C tI e U-2827B, C-5620A 5 \ A ATCr ILIN ` � ' _.... . �� � `'� � � � RNJ SHEET NO. Y4".JTA• �� � oo I' ��II11�I�' I I 9 I \� `\-tM1�� IR U ^^� ENGINEER ENGINEER PLANS ROADWAY DESIGN HYDRAULICS 4 � 1��� ` 4 ; , SEE 5���� �� ���� ���� , z ��_ Te Je w,r�H, � w � HD Engine ri g, In f the Carolinas �NC�(D�IIPIL�' � 1PIL,�N� ( � �� 11 R e n c. o (� o � . �� II ,. I.�; �-_.�, � I ' .,,... � �.`.---� ` � J ♦ Sui�e 900 ale , N . 6 �o Nor ose, eoa 2/ W ACQI'ISITION h 555 Fayetteville St, R Igh .0 27 01 r j --� � 0 License Num ber F- 0 1 1 6 I F �" \ �\�� �\�41 O 2 - � ,� ?'� _ _ ' � i I � NCBELS I C ` , � ,� � � ��� � � ���� ,.. � ,� � _� �� : T� `: � ��. - _ � � � . �� � � � ' � - � .�; r � ���� � � � � ' � � � _ � � �%�' � . : � �; i r � �� ��, ., �' � � �, �' � �� � � ; � �r �� F�� � I � � � �� � V �'�. �� .�� � ��Il�i� Ce��� , � / � 47 � � . I � � , � � � � - _. - : .._ DOCUMENT NOT CONSIDERED FINAL ,. I . � � - - . . � r � , I �����"'„ . .. . �� - � . .� �� ,��'. J< won,� � �,�,� � - UNLESS ALL SIGNATURES COMPLETED i. . .- � �//. .. - _ - . r . . �. . . . � �� � � __� __ . � � d '�lf%�_ . � . . . � � � Z� � � � � � 7 � i z� e�se svEcini cvi �irc � '< � u� il i ik .4-� �` see neer zo i' � . I ,... :,�;'�, 'w � I�" . � 7 I I (( . � •. ��.-T��� Y � � ;� ( �,G �'�?f� �Y ` i '(� i - - °si se ran<_ -/ 'A � n 85 SY GEO'EXTIth . � . � ReMove ce � --' � �] � �- �°F cs1e1 ' ' � � �.� �� � \ �� 1 � r .,-1 i I � I �` �'�,� � � _ _ - - _ ,�F � ��<� ,�� acP-u� � � ��� ��—�'�� � � � � � � � i ti �; � y I _ � I �� I,� �,o�� ; � a ��1��,� � � 1� A\ � - �.� , , ,��,� � ��, � - , ��I ; . "�.. � � I F � REMOVE CB �.: �� ����� ,,. � _.�. � f �, `�. � �\� \\ I i� ��' l I.� _ 'ANO3RIGOHT SDEGRORAI SIOER�MEDIAN� . -���- 9I 4\� �. ,� _-1 ,`' � � � »`�_. I ` � �C I � - . TIE TO PROPOSED ,,�y � � k�.- _`�� � r /...�� �J/�//•� y/// � �. 1 . . . \ � .`- �w� \ . \ \ �I � r ' 2.GI S AT 48-25 LT Ri AND M � �� I � ` q . � � �,'., ��� j�� ��� / . . 75•. _ J`�� � \\ � I + y.�'. UNDFRDRAIN SHALL BE PLACED 6 FT . ''� ' m' . i � I �. . ii � � .. P �� ., ' '. %�� � /' !��///�/� RCP-III -�// � ���� I1 �,, � � ' / � �- BELOW SUBGRADE AT,PROPOSE� EOP � _�\ i �>�� _ � `* 4 .� � � � i � I , . F� ``A��,���� / � ' _ I . \ �'"_ � - � � \ . j � . .g GRADE "�.v'.��sYt. ����� I I ��� ��, .i�.; , . � ,� � � � i o� � ro oRniN � cs(F) �( � � � ��il � '�I � f � �c.��'�71- _ � � - ... �� � ! � j� � ���� F . - _�:a:-, . .� ce��l cac � �. ` � � �1 �I� �C l�l�`-! 1 _-� ' - - �• _ ir�.,,��' ��,�b� _, �,; � I �� I i / � REMOVE CB ( � — — sll I j'� .I � rF.� , , ' � � � f � I � ' � ,;,�- - � — � ��g 1 ��� -� �n - '� - � — � i pB - BERM DITCH '7g �1 , / � v � \ '4 I r � �-SEE SHEET ?0.t � 24" RCP�II )'rf1j�' -f{' �',, 7{� l 1 (,�(�'' y 9 , � � --, �� .� � I . I . DETAIL '7� 5 � :F � �6(GI . � C61E) REM. l . Ij��� � ;7 �� � I � '�y � �\ �/ l I � ' . �ri ��'�� l � f.. \ \ \ ' _ tl I j( ` Q�(. I I 15" RCP-III � ' . � CBIF� ' y�F � � NCP III ':. . _ / J �/ �' �51F��/ � 'l��I I I� fiUl 1�y\ �.'�il � �,.�/��'.� ,.G=� � `� � � � \ \F� . I��� g� � �' �`[li., �'1611 (i� y , . �-•__ - . 'REM�VE � S ... I I CBE� w. K . . � � i �., � €I � �l - 1 � . .... .. . _ ... � 75" RCP-111 JB �MH �/ t i� . 15 RCPMIH p . 1 l� ��:'J'�""� COIE� � CBIF) _ O 1 A JB ' . o �I _ F� . � � .. ' :r � � C � .� �� ' /� - h] _.�� ' � � �I / --e� . .. ~ � (1� i �D . _.. � � I W . - . _ , � .' � . . _ !`m w 2 CB(E) �/`,, � 1 \\� ��� \ l. R Y _ j\ � • � 30 ` � i8 2 i f� � _ l�J GI '\ G p W �` I "' 2GI R � - � � MOVE - �� ,� ,.� RCP�. —. � �� REMOVE C3,�� :CP ill �`�� — F � " _ �C � C��E r . � � � �� � `"rPAH ' v p `. ��) . .. � - . I��. GI � . C - - 1` 2�.D.,P III� :n � � . I I ' .:�� .REMO_VE - P.En�O�•E-� — � .. R�CP-III �� � F �1 � _, - Z . � ii . i(1 �g � �REMOVE / .. r �. ' � 'sr .REM - J6 � ^ _ — � � \ _ GI ,� „ �� -�� , OV•. �.MH a0' �F� , nn v� 1�;" 2GINL'FG W m C . 15� . 15� 1$' RCP..IiI-- ..2GI -78" CSP W'ELBOWS - . _� _ �_�_ �-2Gf �i Ff�. ., r".C�.I:I . . _ _ _ _. � � E �FI f �l �. Rc`�.�OVE - ` 2GI W� F � ��� W _ � RFMOV� JB �'` - = w , N � 7g 2GI � _ . �� - W FG . . O- 3� - _.' " - - ' - - _ _ - ' _ '_ - �E) - . OJ _ -� _ .RE t's" N.CF-i!I G ' C �4Lnn.. r� W�.Si. FR. .� ' . _ - . - - ?8 2GI � 4O �F TC: 2Gi �B F) � . Q � �. MOVE ' s � _ I , .. . � -.� - __ __ -_ - 18'RCF-IirB 2GI T6 2GI _—� ... yySY�.�R _ _�7 .� ..�_ �� - o - f:iM.� _ � �' \ - I -.ueN�OVE -- _. . . I I �.: ., � �— � / T - , _ I �, _ .. �� � l i2 CG� ��`���ST. FI��. FR. „ .. 1_.' P-III 15" RCP..II '�N.Si ��O �E YS : T �R. PEM_ F�� i., ...�a. _ 0 5__ _ ---- � — T is RCP m a r- u i - � . � - _ . iB 2GI W�ST. FR 18" RCP-III . - _ _ __ - � - _ - _ __ _- - _ .-- _--.-'_-_' -'-_---. - --.---- �� i �� . �' _ . _ .. . __ D - ` C TI3 �GI ""' — _ =- - _ -Ili RCP-111 _ .: — _ � W��F - - - .. . .. bV 5�. FR. o"- - I I ��- � . �� � rg' 75' . _. . o _ — _— • __- � � �P„IIR� vm .. RfMOVE PCv.11l Pi z,-pr P-III B�Gr REM — CP TIBi FL— >.. _ _ _ __ - — ftEMOJ - _ - -_ . ... ._._ . _ ... I_- -- � : --' - -- . . � . . _ 0" RCP III 30" R _ _ � v W -- __ _ - . .�- � _ _ _ _ ` - ' - - - - �-:� R�n�OVE CG �� �� FEv�.OVC t3 - . _ W, T. FR. f'B 16 REMOV[ C6 �- -- - ' � TB 2GI � I r _ , ,� a .., _ F — - . . . � — — -- - I I 7GI W: FG P-F' . - _ _ — �. . w\�y{� . . - _ _ _ . � --- ,�(� — _— ?G w:cG .._ b"-R�-.p _ � I- _ _ � - - - ?V' . REdi - - a . I Q �' `. 2GI .. . _ � � � � - - - RCMOVE CB � F� i�. 2GI FS 18" u' �,i.. hEr�nrivE C F � � �..��G 7s P_ � \ . . ___ ��„ " 7B"_ _ v% I IB CS\ - . �S �// C � O I � I � / W'EL�OWS / -:CREMOYEi � � F J9 v,%,�AH � � � � W FG F _ _ lj C/ � C Ad��. JB�� �� � ���� 2G1 4, STANDARD 'V DITCH SEECSHE TUT91iC!i 2GI� I O � �� � I I �/ . . �� �� � � � C \ I MH OVE . . `�'. F ��` ' iFG E r �� � C"' 2GI EE SHEEf '2D-7' � DETAtL 'C' R -- F �J PUE � � o y � ,. � � / r �. � _ _ V� I BDO- , - . 1'O�. . � C . rn � � � _ - . - ! O . � �— F . I I ` � �-, m S C '�I � l. I I�I -- T � ` � : . � . � I _ _ . � � � . ` �F- F \ .� TO DR N W N v ST ND 6A ITCH `. I��� � � �� CB O��«�Fi � ` Z rn �� � r ��IE 4 � � —, � � I I � F A ARD SE D � GRADf . . CB(F) �F R��� �8 �'C'iP-!tl.. . \ . � 138 . . � R IN D�� � _ � I I I . $EE SHEET'2�-1' A ��TO DRAIN . 1 ( � � . . REMOVE CB / E IB^ \ � �`�9 :. . ' ' . I I I� I . . �' � "�Y- � `� . . �. �, \l�/I� I IIIII ���,I �.P�. ' . RCP_l1! �.. \F � REMOVE � . '� Z3� I I . .�_` .F1N ,. \ ,'� 9 CB�G) � ' REM �. .� _ � CIi�F) � �P.Er�nOVE . REiAIN � y., ^_ . . il III I I _ DETAIL'O' � IVI '�� REMOVE > �,���\1 I �Ir 11J��' '.�'. �' . _ - 5�51EM �' i%-. �. � Z - PCO, CAM � �.. REUOVE F REnAOV_ '� .,.C� ~ m I o � � , i � I I I � � I . ' ' 1 � I I I� I� li ��. �J 61F � �.� /� i �90 1B � A . .. F I � - l . I � �( _ I�; CB�E).� ?� PF�i 1 I8 p _ ` 8����� ��,i'j Cunv. rQ. *� I \ I� ' �� =��°y� � �'� ' � � � � �� 111��>>��II�, lI� 1��:�.=�:, ' � �'' � I�� I � � � ° � i�, �w,�� � �-�_ � _ _��„t --_ � ro» I , A ,� : . I��I � U �,;... i, I�I I�I 1, ! I�II I� II � i � I" / yO 4E . RETAIN CB ���' ��;C.; ` F I� , , ', ';� ,, �� II I 11 � `1�� � �l � 9I _ -_ , , q ,, � � , ' -� � ° REMOVE .•, � � � I � � J\ i,, )� � c �� � ��� , c c� z� 'il,. ��1 � 1 I � � I I � � �l� I �� ����_ ' ���, , � � � � � o I �� I) � I I 1 1�1 �. 6� � I, REMO"� �— � 1 1,�i � �—%( � 5 � I } 4��-�I fd �.a�19 7 � { f t CB � ` � li I /' /p �� ��/,� ��I� I I I �` I I)I1 ���'j/�I , ;� , ,` 1���\'�),r i , � � � � � I� � ! 1 i er � � , W + .p y� �� Zh �I '� �� �B, «��� � , - --�.�,�/ 1��� �;( �� � �� ��f ���� }� �;� � ��� � � ����/ � - - s,,� . ����, ' � � r�, � ,' � � � �N�� r 1�� F �� e`� . _ � � W . REMO E � �, 11 �-- � � � � W I � �. � =; ,, r ��r� � , _ _ � � �� 1 , y � !1 � , ;," � J I � � r;" � � �' � _, . , �a Q Cef��� I _ I�, ��� � � � � �, /-�� _� U►— � _`�� � �� � � � � '� I' ' '-�; i � � }.� ,+- ��� ��> I � � ��� � ,� �'� � � � ��� l� N N I I � � �,� �( � � , }� � � GRADE 1 I / LT : ��I .I I __��O N���: 70 DRAIN IIIIII��� I u �I�1111��1�. II I i II',�u I I \ 1 `\ `I �� ; � 1 � � �Q W , �, �` � , � � � �, ., ,I � � i I _ =�� � � � ��Il � I����r ��ili�I��U� 'll� I l II � � �� �; \ � � �,� �'� :� � � � �- � , � � � � ' , � � , ���� � „ ,��� la�/,<� ���1 . � � � � L t� �i , w \ , ` � I \\, � 1 I \ wy / _- \ � �� ` �' � '� `�� ''�1���'�1��'li.����if i�.,_ �� �, � -�� � \ � �-t����� , � I ' � — ---�—�' ) � i��ll ' � � , � ,; 2 � 'j�'aI II (' I��lll � � ��f �: �� F i..i7NC� , I � .. I 8;�- y�� l I = PAVEMENT REMOVAL : �.nrc � l � i . I �� � — / - z � ��� �`' ` I � I /%�/ � L E G E N D A« �o��,o' UNLESS OTHERWISE NOTED � ��'� PERMIT DRAWING MATCHLINE —Y4— STA. 22+25 � DENOTES TEMPORARY SHEET OF SEE SHEET 4 -..,— �� IMPACTS IN SURFACE WATER — — LEGEND GRAPHIC SCALE PROJECT REFERENCE NO. SHEET NO. 20 0 20 40 U-2827B C-5620A 5A �_� 1 � RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS PLANS ENGINEER ENGINEER dNC���1�IL� IE 1PIL�N� 2 DO NOT I�9E POR 2/W .4fQ1'ISITION NOTE: � 0 TEMPORARY STREAM IMPACTS TAKEN ALONG THE � �DENOTES TEMPORARY FLOW LINE OF TAR BRANCH TO ACCOUNT FOR 2�' IMPACTS IN SURFACE WATER DEWATERING DURING PIPE RELOCATION. � � DOCUMENT NOT CONSIDERED FINAL /V UNLESS ALL SIGNATURES COMPLETED - � � � o � � . ; . s : � � � � � a,�1 .� • '� ��) : ` ,(� � '� ` . : �� ��� . �� o. . e..- ,: , o .. � �� ��., ..-�,,,��� . 4, . . v. � -� ►;,�..��,,, . � ...,� f. , • �•` �: .�' � ,�. .�� j���-� � ; �'� ��,, �� " : ,, ►► � � ------- -_--_���� , �i�����:,.����u--- - -- - .. . � _ � , . _ , !i • : � ,� . \ � - .- . ` \ ,. . . � ��� • o : � _ — _ � - : � == ' 1►�1��►��'��_ ����.��. ■�� �—�►� , � � ���`��►i � � �� � \� . `�1 t_ � • \ , , � � � : �ti . � � . ; : . .• . � � � � � �� •� �� `�� � � �� � ������ _ ��� • • • � • i�� ���� � I �� � � � ` I � • � � � • ■ v � �� � �� ' • • a � ` , v - • . . �� I ��� �, � � i• -..-- .... __.._ � i I�� �lpttje ,_ 'f � I���=�_ �1� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Smte 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 PERMIT DRAWING SHEET OF LEGEND �DENOTES TEMPORARY IMPACTS IN SURFACE WATER r ��' � �U/ � '��� NOTE: TEMPORARY STREAM IMPACTS TAKEN ALONG THE FLOW LINE OF TAR BRANCH TO ACCOUNT FOR DEWATERING DURING PIPE RELOCATION. r \ V � \ b \\�/ �V / CB(F) CB(F) TB 2G1 W/ST. FR. JP - W/IV11 1 �T. FR. 3„ -- �P-III-------- �VE CB �B w/S LAE _, -� - b6='_RCP- „ ,,, REMOVE -CB(E) �EM. � �JB w/MW -.- 15" RCP-III` � -� � � \ .�,� �� � � � � � � � sss,l� � --\ �` a_ ' , , � � � � ���-" �.��� � �� � � GRAPHIC SCALE PROJECT REFERENCE NO. SHEET NO. 20 0 20 40 U-2827B C-5620A 5A �_� 1 � RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS PLANS ENGINEER ENGINEER dNC���1�IL� IE 1PIL�N� 2 DO NOT I�9E POR 2/W .4fQ1'ISITION � 0 � �� � DOCUMENT NOT CONSIDERED FINAL /V UNLESS ALL SIGNATURES COMPLETED O O � � I�� �lpttje — � i���: �1� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Smte 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 � -= � � - �� , — ,- _ REMOVE - ---� _RE��V� �B � � _ W�nnH �n�` � CB(F)—� F RFMC�VE CB— F�C B _ � PERMIT DRAWING SHEET OF WETLAND AND SURACE WATER IMPACTS 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 17+35 -L- LT 48" RCP-IV 0.02 < 0.01 214 10 2 33+90 -Y1- LT 66" RCP-III EXT. TO RCBC 0.03 174 3 32+30 -Y1- LT 48" RCP-III < 0.01 < 0.01 51 10 3 32+30 -Y1- LT BANK STABILIZATION 19 4 41+85 -L- 78" CMP DE-WATERING 0.03 196 TOTALS*: 0.06 0.03 458 216 0 *Rounded totals are sum of actual impacts NOTES: 2016 09 09 � � m ti N � N � � � Q L � Q i � O � U Z W J m a � z w d � � N lC) V V LLl w � H H � O N \ � � w � a 0 � W � 2 w � m J � w N � � � � _ N H r � � m ti N � N � / O L � / T � � � � O � / m ti N � N � / � � � S� � O � � i C � L O � N �9 / � H m � Q U 0 l.0 / m � N � i C C O � U � � -+- � C O U N � i O Q H i � � m � m m Q m f�- N � N � / C O -F- 0 � L O a � c 0 � � , � 0 � -I- a � 0 � 0 c 'o � 0 U i L � � 0 Z w � H L.� ., � N 00 N I N � � � O N Prepored for tlae Office of: HYDRA ULICS GRAPHIC SCALES DESIG11t DATA PROJECT LEI�GTH E1VGI11lEER ADT 2011 = 74,soo DIVISI011t OF HIGHWAYS 50 25 0 50 l0o ADT 2040 = 96,400 LENGTH ROADWAY TIP PROJECT U-2827B = 1.311 MILES l000 Birch Ridge Dr., Raleigh Nc, 27610 ��� �o�p� �� � ----- DHV = 9% LENGTH STRUCTURE TIP PROJECT U-2827B = 0.037 MILES 2012 STANDARD SPECIFICATIONS �Q� �'°Qo PLANS * � D= 60% TOTAL LENGTH TIP PROJECT U-2827B = 1.348 MILES SIGNATURE: P.E. � a 50 25 0 50 100 T= 13% * RIGHT OF WAY DATE: RODNEY MONEY P.E. �°' � PROJECT ENGINEER ROADWAY DESIG11t � � V= 50 MPH AUGUST 30, 2016 E11tGI11tEER �'�� �Q PROFILE (HORIZONTAL) *(TTST 7% + DUALS 6%) �'�i' o�' l0 5 0 l0 2p FUNC CLASS = FREEWAY LETTIIIIG DATE: JAMES RICE, P.E. °� Q�Q��� BRIDGE LENGTH BASED ON CENTERLINE PROJECTION STATION PROJECT DESIGN ENGINEER STATEWIDE TIER AUGUST 30, 2016 PROFILE (VERTICAL) NCDOT CONTACT: K. ZAK HAMIDI, PE, DESIGN BUILD UNIT SIGNATURE: P.E. c � � � 0 � _ N � � � 0 � m � N � N � i 0 � � i T 0 3 � 0 0 � i m ti N � N � i � cn . N m L � �' } o i �- N � Z Z c p p� � � N � W ZN � � �J � O w N U �o Q Q � �� '-' � O m �� o �Z a O- U � Q 0 0 w � w z i cn m � '.'-' O 0 � �V � � C � N } �i m C J J ti o w N � Z� N � � � � � �� a c c� cn � N � n � Z� � � w o � o �V � � � �, �' � z �? ,� Q cD i w v c4 %� 0 o�o '-� o�o Z a � Z- i-- w m O � z � m W W H � � �- m �„z ,� W m N � °° W O N =V � � i- ao � �A o. o c p c� m N p �N 1� \ � J N Q p w � .-\-� } w � � O Za o w a W� � �� �c' a c W ao °' � ° o � � Q N L `� � 00 0 0 0 o + No � a � � � r � � � � a o o; � � N � O M 0 O � } � � o 03 Z W U � � � _ � r-0 w w � �Q > � � � m Z W� � �a � � w �z o w � �� J (n H � � Li CHI.►NE _ MAT -r5 00 � �rpt�je PROJECT REFERENCE NO. SHEET NO. U-2827B, C-5620A 5 ILW SHEET NO. _ �A• � 3�' Pl Sto 12+37.35 P� St0 �3+��.39 Pl Sto 16+97.92 �9Sta /7+99.53 r �;, ROADWAY DESIGN HYDRAULICS S - - - - � _� �I !� � _6-; I1 '' ENGINEER ENGINEER _�(4 � 6' 34 35.9" fLTJ � 6' 28 4/.2" fRT1 p 8' 29' 5/.l lRT1 � 9' 24 36.5 fLT1 tiz _�`� �:; SHEET 4 0= 8'48' 53.0' D= 8'48' 53.0" D= 8'48; 53.0' D= 8'48;53.0" HOL 'Y �"�/E�J `_� "� SEE L= 74.6/ L= 7349' L= 9640 TB JB �Llv1�F l06 75 HDR Engineering Inc. of the Carolinas �, T= 37.35� T= 36.79' T= 48„29' T=�3.50� H I STO/, � C � � i R� CT ^ �_ , 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 � N � 1 _ _ _ _ _ 0 � ` N. C. B. E. L. S. L i c e n s e N u m b e r: F- 0 1 1 6 R- 6 5 0. 0 0' R- 6 5 0. 0 0' R- 6 5 0. 0 0' R-� 5 0. 0 0' �- _ r o J . �� � , � 2 - »� �i � � = 30 mph ►/ = 30 mph ►/ = 30 mph V = 3('�'.� mph . � �' �� � � � � S 82°20 4�., ___ �� '� „� „- C e = 1�1C e = NC e = NC e = NC �: �,:� �-� � �-. � � ' S000�,v �" +42� _ _ ' ��64Kp r�i'%1� � � ��- UP5 - POT Sto. IO+OO.00 059 C �835 <<� �% - � " � - -Y7RPB - � �i GRADE TO DRAIN -}� - POT Sto. 13+56.67 Mr .�� 2,� � N 3_9.�, � lw�'. , � is < CB(F � • � / �'�� 1� � u IA AR L � � �_ ' '/ S $� °g"2�"E = 4 � i TJ = l � � p iRT� '�Aa��/• ' ,��i � ��- DOCUMENT NOT CONSIDERED FINAL 7 Fi ' BUS , Az 32 � P/ Sto 11+27,22 P/ Sto /3+16. .. _ � i � �,�� DB 2� � PGE2725ER Q �s• \ I Q=% 04 �,�$ L D=� lO 003.6 ,3� " E ��� I ^ � . UNLESS ALL SIGNATURES COMPLETED o- � � ,, . . . . A w �. i �, � �( � � Q [� '`'CA' C 2' BASE SPECIAL CUT DITC � � s ' R' y � � L=��.�5' L= 242.0�� n � �,l. O�L� �� _ Y G 1 V� L I�` SEE SHEET '2D-1' '`"� DETAIL 'G' � -, z ' � rn ♦ _ �/ D ' � P� �� �, 386 ar� -�`� � ��' 11' � y 5- P O T S t a. � � f � �. � � ?�� 7 ;� �A.��` %= 6V.7 4' T= l2/.32� � eT p �+ p � 321� EST.38 TONS � � r � 510 ��q ;�:. _ � _ 4e � � J i O R � � JTR� � 9`%�86� e 85 SY GEO-TEXTILE � � +20 � REMOVE CB � ��� � O � �� ' �% R - BIO.00 R - I,�'Jr.00� ++�� � o '� � Y6B+80 BEGW . � 7 15 /` " I s �= L _ �R �`�I � I �FM � �a �9 � � .LIP�. �C� �` CB(G� RCP-III �� �.-/� o�: 46 � - � _ � mph e = �2 mph �J '' ' �� � � CURB,MATCHEEX. ,.: � -, � i -< ► oL� . QR'q N, �� �s a z�37 PG � �%. ,.�°'` ��-< �G`'°�' 1 � � . : �^ BEGIN CONSTRUCTION a . c^, ,p `_ ` o� � ; , � � _- � � � r� r INSTALL UNDERDRAINS FROM _ � I F ` , ; � cNT ^' �" r � 2� �,�•� ��•�'G � �"- i , ' ; o ' ;� 48+25 TO 50+25 LEFT SIDE MEDIAN Y6B- STA 12+79. 59 �� m �. /� � 0 REMOVE CB N� 8 3g- �, G,r NC \ �� Fty �p��'pc� � � � � - � , , . � � ' �- AND RIGHT SIDE. TlE TO PROPOSED � � 7.2 � BEGIN APPROACH SLA xp�s�,4 S � Co � I �P ��v ��67 'Y7RPB- POT StO. IO�'VVOB•= '� I 2G1'S AT 48+25 LT,RT,AND M. END CONSTRUCTION � G -Y4- STA 16+30.rJ� �� g�933g. - 0570 `� �IEGRP111BARRIER -L- �C StO. 2f .8 . 2. L �~ f I � BELOWR�SUBGRADE ATBPROPOS D6EOP. -Y6B- STA 13+48.4� � � � ` � � �9`�" �`F � ~�' O � 0599 E TO BRIDGE � I ; � � - - � - '4 l4 /0.99 - � BEGIN BRIDGE To ��iN � p, ca�F� � S,� �, 05�, 73"07 /.O• � 1 � I _- _Y6B POT Sta. � Y4 STA 16 + 54.50 � 4 � N ��� ; Y7RPB PO StO. l5 7.35 C� �� � �l BEGIN CONSTRUCTION � � pb C CB�G� CB(G) ; END BRIDGE 1 ��I� �y _� I�,, _' � �W L�Ci C�T��- Y6B+33 END RESET GRANITE �.� `.' , . N REMOVE CB b� Q _ �� (�--� � � �OOK � � o� o � �:.VE ����P � � -Y5- S�G�. ��"F��. �� �G 3 L- STA 43 + 02.J�� ' � y, CURB, MATCH EXISTING N BERM DITCH 24" RCP-III b �' 058 OS$ f �` °� �'�' Y7RPB+57 END BARRIER �R i ryERS` � �� -� SEE SHEET '2D-1' 0 � c� -L - PT Sto. 43 08.17 p CE 64' CONC. BARRIER � ��` � C 5A �� � � m � I - - P t f , , b � Z , �� /- � � END RETAINING WALL �� �� � r� � m DETAIL T 5 01, CB G) Cg�E� T END OF POPLAR ST. �; �- \� {`} �,' END CONC. DITCH IZ+OO.00 0569 ``��i � M. Z END APPROACH SLAB BEGIN GUARDRAIL N � � � I ,o -Y - to. l + -Y5 - PC Sto. „ . +w � p2 N 0517 _�_ �543R��1 _ _ f _ CB(F) � c� �h � R�P-iu W -L- STA 43+26./�3 �-Y7RPB- PRC Sto. ��'f9'J�.63 �� S 0 ��J r BE�iN sB� � PJ` POT Sto. �4 83.27 0 � 4i �8,. � Y7RPB+86 END REM VE 589 � �o I � RET INING WALL - UP3- POC St�. 28+39.38 ��� CB(F) � �, 057 0 -y7RPB- PC �iN -+64 . p�T H '�`"' NOISE WALL � (p m �� 05 (E) END CONC. DITCH � F�,o o �g �f.{ Z BEGIN CL FENCE ^! g- Ey � 0590 � 15 RCP-III 1B w/MH F -Y - PR t � fT4 � ���i ��c',o `L StO. ��+58. 8 BEGIN RET9WALL -Y7RPB- PT Sto. �4'f�.63 ' B O O � 3 5" R P-III � Y7RPB+61 BEGIN I � � 00 p4 050 059 59 � - UP3- PT Sta 32+75.51= 2 3� NOISE WALL � 4 W 7 CB ) � - - �QT St +33J2. .32' RT � � �o_ � � 0560 0561 056 TES �J�J �T RETAINING � 03 � ! _ 05 � GQ � � � � / `` + R � 056 � \ J' `� 30" DR V�EWAYX 055 ' 0543 18�� W FG C � � - - /5 G EB E � + WALL � 5 2G1 - � MOVE � RCP REMOVE B E�/ O RCP-III F C ( r OVE �REMOVE UP3-`�REMOV y� - 059 C 15' J� w/MH 66„ RCP-III �� �� � 0550� �� 15„ 2GI � -- (-n,P) � F -- P-III N Z _TYPE-II� � 058 B REMOVE / - � - � , � , REM JB � - - „ , � 2G NING WALL 2G1 2G1 �� `r= � `N/MH 30' ' r �� 2GI W/FG � W rn C ��"� 15�� " , - :1 0 2GI o _;o REMOVE o REMOVE JB 2G1 W/F �+95, - W -III 18" CSP W/ELBOWS 2GI W/FGV 18" RCP-III � 0 0581 TO BBRRDGE �' A 0551 i �, o � o o ,� ��6 � N Y P N � a o� ;O �� R END SBG (,/� I 18" RCP 2GI 0 w �. a� o ' _ _ ,r Tg 2GI WiFG > � o 0 0 � __ E E - ---�--------N----- ----- --- - ----- E �V D.��Cv - - - `� �w N � � r 55 „ TYPE B � W/ST. FR. _ _ _ _ _ _ - - - - - - � o R MOV 18" RCP III 2GI W/FG � _ _ ---- $,r�� ¶I TB 2G1 --- TB 2G1 w 4O�LF ~� � TB 2GI OS 6 CB(F) REM. C O � � . r-. � � REM. i" 45 TB REM. � �$ REM +05, BEGIN RET WALL 8�� _ �, I G N 1� - - 0509 TB 2 FR. T. FR. N W/ST. FR. ^ c� 055 0 _ O ------ " - I 1" " R P-II I r 15" RCP-II I W/ST. FR. �' � r- " � � REMOVEr- � _�- -- � � 18" RCP-III ST. FR. _ - ~� E + o- - o REMOVE 30" RCP-III r� 30" RCP-IIIFR. W/FG 0579 + 37, END BARRIER � 056 73° .3 � 11.3" E o a«� N (� N o TB 2GI W/ST. FR. 18' RCP-III � r�n 2� 052 � 2� °` BEGIN SBG D _� RCP-III 0513 0514 W �~ W/ST. FR. 052 � 2 � �^ L TB 2GI �� �n � � 05�2 � ' � " � ^ . .- P'lll �°? 0511 - = - -----BCPllI-------- - � RE + FR. 05 � .o � N 15' REMOVE o �' 18 �i II . °' c� � B 80 > � i � -------- o, �-- � - --- --- - - - �'.e- T. FR. �g � REM 0540 (� "'• �� `" ----------- _ - --------- J�-- 052 "' o �►REMOVE CB � � EMOVE B �� E B RI -- �B JB REMOVE CB � + 059 i � � N �1 � 0 2GI W/FG 300' TAPER �� N , TIE BARRIE � T B o o�o w�lv1 N� ,o 'L � � �- ��♦ 'n � � (,}7 2GI w/FG 66' RCP-V "� .o � + a'♦ N � TO BRIDGE 4� REM �' � 0 054 � N ��.I� r � _ ^ ' ^� v o + � � REU 350 `� � � TYPE-III �\ 058 058 2G1 FS 18„ /� 24„ REMOVE C F _ � �o_ 0573 S RCp b N -Y7RP - PT + 8�j REMOVE CB_� o0 18„ N N O +69 BEGIN i 18 CSP -- � S 2G //� D� C � CONC. DIT I-� ` „�REM�YE C F � :IB w/MH � `j J' W/FG � r�` sTqN O. + . t SPECIAL CUT DITCH TYPE B-77 15�� I +04 END !C W/ELBOWS � C qd�, Jg CB(G � � +16 END m 2G1 ,�N O� F�A,pp , �S„2G1 STANDARD 'V' DITCH SEE SHEET '2D-1' +26 END GF�A&DRAIL 2G1 057 � 0501 CONC. DITCH � � � 0515 � � � 052 - �z F C REMOVE � RET. FYVALL 3 W�FG b F SNF V' E SHEET 2D-1' DETAIL C BEGIN RIER � F J � /'- - - � ` �� e 0586 BDO C V � UE 0 MH � � �� � 8•� � `� ,� /(T � D j C � p � ININC�1�(ALL � F � O O , C m 539 x O 0541 F (f i L \ �BEGIN C'.-BITCH � rn C-Y - . +Ol END +24 END - ���' �� � �0529\ _ bhq� op o� F - 7 P- P t l f4� T � C W .00 T CLASS 'B' RIP RAP -�� �F �� G ` � BEM� .�� x G �I RETAINING WALL EST. 3 TONS RETAINING � �,s 052 A Cg O CB(F) 053 '`ry � \ TO D N`- � -Y4- +15.98 �, .5 END CONC. DITCH 10 SY GEO-TEXTILE WALL �,-� -'�'�" � cR � o -�8 053 � 38 � � 32.00' RT rn �' ._ � C t �B(F� F . RF 1 gr, RCP_ + GIN b , + O BEGI J � 5,5 -+ STANDARD BASE DITCH GRADE o'�'�O �N 2'-6' &G � C&G R IN DI '� r SEE SHEET '2D-1' TO DRAIN -Y5- PT StO 13f4S.�O REMOVE CB -r �'F 78'� � +0 END 2'-b"C&G 139 = � '�' DETAIL 'O' � � ��� ' CB G s RCP /// ��� �' F y o �. BEGI ISLAND 0591 ,� 231 rT1 , �i- w END BRIDGE � � N cs�F� C, REMOVE U R'1 I �� ��°�' -Y4- STA 17+82.50 BEGIN APPROACH SLAB g�N ',�' 2 05� , �' RE EM.�/ ��► - � RETAIN 53 � REnnov�L- STA 42 + 03.8� SjEM `nc''� � 056 , �',o CB `� Yjr � REMOVE b F REMOVE onv. CB 53 US � � I END APPROACH SLAB +' � s= -� � A, � � O . W � R cn `n �" � To J B � °° I -Y4- STA 18 + 06.50 ��` CB(E) P� �S` �� 2�, B F _ + ro ,o �. � Con . CB I � A � F� °° a I � '�� BEGIN BRIDGE „ �' �,� ��F / � oss � _ �s�� RCP rH - � � _ �5 E To �B m� o � � ���.o� -L- STA 42 + 2 7.50 05 � . a y P\ o N P� � rn � Q � �o � M F � � V . 2C� ��' ��+88 END RETAIN CB �B�G� � o �� � � � - - -f - � 2'-b" C&G Y AB +4 E M(f �� o � ; �� I REMOVE L P�C St�. 42 68.91 - -YJ� - PC St�,16+49.63 C G) qd'. BEG. RET. WALL P6 ^ N � W� _YJ'� � `; -Y5 - POT Sto. l+26.25 � � 0536 E �R ' p �o CB 053 BEG. FENCE �R lOp� TAPE pL VE ,^ I : ° BM 5 BEG. CONC. CA � • REMOVE 25' G v J CLASS 'B' RIP RAP o _ # �, � / E J`� i EST. 3 TONS �� -Y7RPC- PC St0 ��f�0.�� _ � ��� E=1630925 056 F �� C �B C^ � °' I, . 10 SY GEO-TEXTILE • ,�\Y � -Y5AB- PT Sto. IZ'�'08.97 E C W�� m I � -L- POT Sto. 3+52.17, 29.50' RT , �I m,,; E�Ev=a5oa96 ,�z, -y5AB- PC Sto. I1+50.33 ' 053 ?�� � g� CP-111050 Di � ,, � �p Y5A +26.8 5' SDWLK I,. 050 I �g„ C-II t EIP �\ � '�o �\ 8Z� O3� 47.�p E END RET. WALL J ��V � I _ ,1� _ � - � OZ p2 _ � END F�NCE CB OVE .T � LL/ Y'J�f�O POT Sto. IO OO.00 �, � END CONC. CAP O�� c� ,�_,,, -Y7RPC PT Sto. 14f00.68 6.0' LT LB= CB(F) -Y'Jr- POC StO.15+96.7 29 �, '= r �; 03 -Y - PO Sto.13+57.2 /l.0' RT LB= � tn tn 1 0 0 ' 03 � -Y5A- POT Sto.13+76.9/ LA _ _ f - �; �ru,oE Y � � -Y5 - PRC Sto.17f46.03 � 5 k� UP6 POT Sta. l0 00.00 - � W l 95.60 l9.16' RT W � ° i rn 1.5 +6 TO DRAIN �� �I X - � `J`r� -l�'Jr - P�T St�. f • . � � - __ Q I---- --°� ... ` II X y`r;.�.��,� ,���.��• � � �i S I T Y �� b�� N��'�`H� � F 2 0 L I N Ar B�, 3 ,^ � , � �g;, � � �' HEAL TH SCI�� �,�s , •` � , r^ � � ^ E � 0 4 P r: N 63°49' 0 11 _� ,� I _ DB 2 �3 G�' I e,�•, RG � �-� - r` '�- ��•-�'� � - �A�� �OREST UNIyERSITY ^' � � ,= 5'[ +00 1.5 02 I 0 � �. �,I TH SCIFNCES �o � I 2 �64= +,6.,6 °--,--��1 �� END CONSTRUCTION s X y � F _ -Y4- PC Sto. 2l +46.22 ti� � a � 3�q�-: .� v -YS- Sta. 18+20.00 -� N ioo.c �� F� 0�3 � ,��y`� �� �� ��°��u'o� � �, � � � �' I_ PAVEMENT REMOVAL -Y5- PT Sto.18+52.79 � ,. � o �1P. �I�C. ,� � �.�,YE� o �r. �,��q� f� , , , >, _�" �S `' 5.5' 4 _ . � . 4 ' ; 16a' + 50 � -- ' 2 5� END CONSTRUCTION � ,��2'�- 02 . � ���.2°" -Y4- Sta. 22+20.00 �" �p�� o 04 -Y4- PRC Sto. 22+02.52 , �' ARBARA CAST►-E � �� ���, ���� Q� a6a � 0 3 � E Y4- STA• 22 + 25 MATCHLIN SEE SHEET 4 -L - P/ Sto 38+40.05 �= 9' 23' 00.0" IRT� D = P 00' 00.0" L = 938.33' T = 470.22' R=5.729.56' V = 50 mph e = 02 -Y4- P/ Sto 2/+74.40 P/ Sto 22f30.65 �= 6' 39' 01.8" �RT 1 �= 6' 38' 22.5" fLT I D= �r 48� 48.8� D= �r 48� 48.8p L = 56.30' L = 56.20' T = 28.18' T = 28.13' R = 485.00' R = 485.00' V=EX. V=EX. e = EX. e = EX. -Y5AB- P/ Sto 11+79.65 �= 0' 09' 46.0" �RT 1 D = 0' l6' 39.4" L = 58.64' T = 29.32' R = 20.639.17' V = 30 mph e = NC P/ Sto /0+74.9/ P/ Sto /3+22.37 0= 3� 2/' 43.0" IRTJ �= 24` 38' 21.3� fLTI 3 D= 22° 55' 05.9' D= l5' 29' 07.2" L = 145.57' L = 159.1/' T = 74.9I' T = 80.8/' R = 250.oa R = �-ro.00� V= 30 mph V= 25 mph e=04 e=04 ALL RADII 10' UNLESS OTHERWISE NOTED SEE SHEET NO. 14 FOR -L- PROFILE SEE SHEET NO. 23 FOR -Y7RB- PROFILE SEE SHEET NO. 21 FOR -Y4- PROFILE SEE SHEET NO. 24 FOR -Y7RC- PROFILE SEE SHEET NO. 22 FOR -Y5-, -Y5A- SEE SHEET NOS. 2B-10 & 2B-11 FOR & -Y5AB- PROFILES FUTURE -MUP3-, -MUPS- & -MUP6- PLANS M N � J � w -o V � � Q o � � � o Q � � � = w N U � Z � W � � 0 � � °� Z ti N H op N N X � w i o Z � Q � � i T � � � O � � 0 � � m � r- p N Q � N W � ~ � Z cn . a� m � � �' } o i �- N � Z i Z � � � � N N � W ZN � � �w N �U �o Q Q � �� ~ �o m �� o �Z a O U � Q 0 0 w � w z / cn m � '.'-' O 0 � �V � � � �N� '-, m C �� r�- � w N � Z� N � � � � � �� a c c� cn � N � a � Z J � � � Ou o � o V� � Q �, i' � z � ,� Q � � w � � �o m '-� o�o z a � z- i-- w m O � z � m w W H � � � m Nz � Wm N � °° W O N =V � � a- ao i � o. o c p c� m N p �N 1� \ � J N Q p w � .-\-� } w � � O Za o w a- W � � �� �c' a c W ao � � � O � � Q N � � Z� L `~ � O 0 0 o + N 0 � a � � � � r � � � � a o o; � � N � O M 0 O � } � � o 03 Z W U � � � _ � r-0 w w � �Q > � � � m Z W� � �a � � w �z o w � �� J (n H � � Li 2 �j Y4 Y4 + 50 50' Y4 + 70 75' 7 TCH�INE � 0 TA � 3 + � _ � Y4 S ' '', .�, _ w 4 ,_,_��� _ - SEE SHEET R � � �� m +10 � J, Y4 47' 40' I EX RW �42 C 40' PROJECT REFERENCE NO. SHEET NO. �� \� U-2 82 7 B, C-562 OA RW-5 �R� S�e s�� \ I � �L�tle ILW SHEET NO. � p��lyK�� y BST \ / yL \ • TI � ROADWAY DESIGN � _ lv tiG c� I N c;, � � _� �I !� � � I'1 �' ENGINEER � � ��� N�, • ►� "' � �; v , � � �-�`�-� � HOL ��/E�J � � � 14' w HDR Engineering, Inc. of the Carolinas "�� � �G,� \� � H I STO , � C � � � I. RI ��5� � ^ �- _ ���., 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 �` ��,\ �'� \ `-, - __ _ _ ! 0 �� N.C.B.E.L.S. License Number: F-0116 � . = �- .�' 0 - ;v o�\\ �� n/ � a S m � _ > > _�� � �, 9 ,.�30 � - �- �� •�� � ; 8 020�4�., C -Y4- 40' EX RYV '� , DQ f� 6�KS T �,�,�, �, � . � � � _ � ` 0 9 � BEGIN CL FENCE _ UP 'Jr - POT Sto. IO'fOO.00= n ,' �� \ rs pC o 835 ��� �'� � BEGIN C\A F �_ / �� -Y - POT StO. 13+56.67 ,SM � � � , . - 2� � � N 32 � -Y7RPB - �, 1�,�,. � �� ; - BUs� � � , - -' Az2�32 � 9�� P/ Sto 11+27.22 P/ Sto /3+16 94 . • `�� , , , �.�- ; �- �,/ + aP� ' DOCUMENT NOT CONSIDERED FINAL F/ �� � YLLIA� C. EAfZ�Eft ` �- ;� S 0 �8"21� E 5' p_ 9'42� V`t.G �LT� �_�V �5� �3Ap �R%� 37° f ��'� I Iv _ � , � ;, � � � UNLESS ALL SIGNATURES COMPLETED � � �,�j �B z � Pc 272� � a �9• , �_ 7" 04 24.8 D- 4'' l0 0/�l � �,� � �' � � �� � �� �� ON EX�BLDG � � � �� � L = I3%IJ�� L = 24Z.OI� � � �d: OL���� _�VENU�� �� `�� 6� � - g�, � _- z , -Y5- POT Sto.10+00.00 Ex Rw & 2s� ;s m<. f � 1A�, T= 74' T= l l ' � J�- 3zr3E ���� �' os � �� , ;� ���o� � � ,� �� 68. � 2.32 � ISTOR D1STRIC 9��g6. S a�,,q6qe ; � i GATE � � c 6+ �� , R= BIO.00 R= I,�S.O� � � o �� � � D 8 7: � � , ,, . � � ' I ti ti �,� � , � �,f,�?,,`` �: 1 - � = 25 mph V = 25 mph 1 � • � � �; , � << ,�uK,�� E � �, 2p °� 3°a3� o � o s,� R O j � � qR�q �� �_ ' e ,:� dl_I�,'. \���T Y5 +4� ��,o° 46 • e= 03 e= �2 n; 1GR � y �B 2347 p�ASf�fNr v�', 4��5 6 r :, a , �l/ _ �. I �„ o u, G EX RW & 30 0 � i � `�' �3g � ' a I N �u' .1' � G � .�.:. . . � h �r-.� EI LK w ~ 0 6 "� � c / s Y5 ' � � N � _ r� N T > ; � , m. ; � " /y 88° , II � :; +93 Y5 +72 � i � • � . '�� i � ,I _ : � _ P N 8828, QlL . / ,v � 2p pB�VEWAY Eq 66 �' �� � � F " -, ; - 3 � � EX BLD � , I � � 4 2 sE �; . � � �yat?g, ` � 8 E � 34) p� MENr . � 8 2�� ,,� ON G ON EX BLDG � �•.� , '�S�•6l, � , EX RW & 30' � � 7�,.� ��" � 47' � �Y 8303��,,,� 23s5 � � � � S 890 r, � CORNER & 30' o � �Q ` -Y7RPB- POT StO. IO �'VV.OB . = y j I ��\ BLK wA� � � �^' , `. t , 2� - / ' Co � �o p6 0 � � 1 '��r. �� � Y5 L OC Sto. 2+ .8 .2 . L a� �.� 9� 9 3S�F � F, c: EX PL , I � NC � 37 56 5p" E .` 4 � o �� o._ � � Ex Rw 7 3" 0 7' l. 0' `�� '� � 1�� � I � E; - Y 6 B- P O T S t o. l 4 f 1 0. 9 9 = YbB +�2 � �m � F Y 5 E X P L � ' _ _ � E X R W w� BEGIN CONSTRUCTION � � 26"& 4°' 4 �� ,� ��'� �� x � � N� E � ; Y 7 R P B P O S t o. i 5 �. 3 5 YbB �-$, W� � n. � � W� 36°CO /lT���; EX RW � ,�-,�,� '�, -Y5- StG�. � 2"�"�0.�� � ; A T�'l. � � � `� � � Q � � `�� -- ' � ' �� ��-� � -L - PT Sta. . � , � o EX R - - P f f � Y5 +300 F � ��.� a �� �.. � 43f�8.�7 � � ��� /' � � u - -- CORNER C -i� - f�. � f' EX PL 5 -Y5 - PC Sto. �2 f'��.�� Y5 ' ' � � � n� � _ _ Y5 +30 � � GATE � � 13 2�� � Ex Rw /'-Y7RPB- PRC Sto. I1+95.63 ��i � �J E, o'� ^' - P5- POT Sto. �4+83.27- C YS CORNER I ' S p7^q, � END CL FENCE Y5 +37 EX RW, 22, �• ,-,�, �_�8 r__-. �'r-�-�:-,�_ __�- `' � Y4 ON TOP OF WALL - UP3- POC St�. 28+39.38 EX RW � -y7RPB- PC � � F� BEGIN C\A I �! � +74 �. +44 BEGIN CL FENCE -� ,_��� -- 40, F -Y - PR f � fT4 � StO. ��f 'JrB. 8 i�-; .} •�.; �4'�'�.63 � ' EX RW 110' TIE CL Y5 � BEGIN CL FENCE EX RW � LYTRPB- PT Sto. EX W CORNER � � FENCE L+65 � � �` - UP3- PT Sta 32+75.51= 2 +79 TIE TO WALL EX RW +85 CORNER EX RW GATE TO BR DG = 88.42 ,Q'pRNER 1 � ��T St .+33J2, .32' RTR j Ex Rw�� C END CL FENCE .' 91' C /5 CORNER TES C � F C, � �� a\ TI E TO WALL + 47 + 00 F C G --- C ES C W �� �- - � L EX RW 1 _ I bb' 80' � __ C` F C - W U89.83' --�__ EX PL` /_C_ F -- -_ IC F �`-` F PE B-77 i L + 18 � _ F (/� 62� END CL FENCE 5 + 7 -Y P - � W ' END C A Y5 + 76 EX ~--------fi8'_---9(i_S9BN� -- - CL FENCE Tl'PE B- W BEGIN CL FENCE ,4O «� ---- - ON TOP OF WALL V� __ Da -T4P -E)f �TA�CL ___ END CL FENCE BEGIN END CL FENCE E TO NOISE WALL TIE TO BRIDGE �� TIE TO BRIDGE 4j'r � -L BEGIN ORN FENCE O �� Jo� ��...J� L � O _~ � BEGIN CL FENCE � BEG CLLFENCE BEGIN END CL FENCE ~_ ------------------------------------------ �I€-�C�-�ALL--- - - - - � TIE TO BRIDGE __-------------- �I � +5� END CL FENCE - - - --- �• --- � L + 75 73' � �♦ . GREU 350 Q END CL FENCE �+so -Y7RP - PT TYPE-III C BEGIN CL FENCE F ON TOP OF WALL � 66� _ C F _ �, ` � ��ON TOP OF WALL � � � � BEGIN „} � Y7RPC +42 25' BEGIN ORIWP�EBI-(7� i � ~ � � r \ � ` � _ _ _ � F � � � � CL FENCE �• • � BEGIN CL FENCE � N �� � / � C � +• � TIE TO WALL EX RW ON TOP OF WALL � TIE TO BRIDGE E C ``` F �� E PUE 2 END C$ FE 7 �r � B'�� 2.\5�6 �22.5' , p R -Y5A 81 30' LT F � F I L+ 53 TIE TO � �� F� �_. � EX RW � Y5A + 82.36 � '� � �� YSAB +s4 2�. -Y7 P- P t l f4� T CORNER 140' I -Y4- +32 57' � L+70 95' fEN � \ ' -L- +98, 97' EX RW 93� L +55 L + 1' _Y5- +47 GA � -\ -�EI�1D CL FENC � Y7RPC +74 � ORNER L+23 � � 25, 138 �jJ BEGIN CL FENCE L+ 8 100 v� � � � EX RW END CL FENCE � � ^ � F TIE TO CL FENCE � 93' L+ 3 TIE TO EX. WALL FENCE F �� L+18 95� � `�� \ �� ENTI TO ARE ENCORPORA ED 139 ` � i m -Y5 - PT Sto. �3f48.�0 X RW & 100' � ��� � F y I NTO RiW 2 3 � J N C � _ _`� L + Z � � . �, 75' � Y4 + 51 58.57' � Y4 + 66 EX RW BEGIN CL FENCE G BEGIN C\A � U� +,3 1,� � Y4 47 � +15 �4� � Y4 � +25 51' -a � � Y4 N C � +26 _ I 44' +66� o EX RW � r" l / = 7 Y4 +27 3 7' r Y4 43' Z EX RW rn TIE CL FENCE TYPE-II� TO BRIDGE�_ _�� � C _�j r - � END CL FENCE � AL�� _ � TO BRIDGE___----- - � �- «� • «� W � �� � � O � END CL FENCE N ON TOP OF WALL rn TIE TO BRIDGE ^������ / F a rn � C c � y Y4 EX RW m rn 43 rn Y4 +�o Y4 5058 +� - � � 30 Y5A EX RW ..L. � � � o EX RW & 95' � � Y5 � Y5A + 83 50, � 1 c, - �� �,� �. � � R , EX RW �� YJ� C /P F 3p' � Y4 +66 � � `1 �� � �A , � 5T �� � EXNER � -� Y A + �j 4 3 � . EIP ,. ,I \� S 30' & EX RW �"� ` � - Y4 F � I I ,� ` / J'!' � Y4 + 56 m � I , -�, �� / � � E � + 52� 4 EX RW � � V � E F 2 1 Y5 � _ 29 � � +�s E � , - - + � - MU - + so � I L POC Sto. 42 68.91- -Y5 - PC Sto,16+49.63 52 P6 y5 _ 4s� � � r-Y5 - POT Sto. l+26.25 + 95 E �R �R p 50 +60 1 ! _ _ N� �,. NB854719 END C A C EX RW �� • E C^ �� 5r -Y7RPC PC Sto /0+00.00 F _ _ ," - _ _ _ � + . 1 E-16 30 9 2 5 Y'Jr,QB f T SfO. l2'f'�8.97 E � 3 + 64.77 I I -Y5 -L - POT Sto. 3+52.17, 29„Jr� lQT , I "' , E L E V= 8 5 0 a 9 6 Z � P/ Sto /6f97.92 P/ Sto /7+99.53 �� \ a,' ��' , -Y5AB- PC Sto. I1+50.33 ES T EXISTWG IFENCE `�� 42 EX R W I � GATE TO BE p= 8' 29' 51.1' fRTI �= 9' 24' 36.5� ILTI � �// `� q�o�, 82' 03' 47.1° E J• � � FIELD LOCATED � � � Y5A .� � I� � D= 8' 48 53.0" D= 8° 48 53.0' -Y5AB- POT Sto.10+00.00= �, -Y7RPC- PT Sto /4f00.68 6.0' LT LB= +'6 .�� -, L = 96.40' L = 106.75' _ _ + � � - 2 q • _ �-�, � � Ex Rw V � ryl -, Y5 POC Sto. l5 96.7 -Y - PO Sto.13+57.2 /l.0' RT LB- Y5A +92 ��j '� __ ��, 1 T= 48.29' T= 53.50' -Y5A- POT Sto.13+76.9/ LA 40� - _ R= 650.00' R= 650. - PRC Sto.17f46.03 - UP6- POT Sta.10+00.00 - �� . � p0' I .� Y5- I°, r rn V= 30 mph V= 30 mph I �X ,, - ' __ -- �s�� -Y5 - POT Sto. l f95.60. l9.16' RT , N I N /�� __ N '� ���H c�,�ouNA ��, -c << HEA �S�TY l.V � _ � �� � e C e - C _ x � �_ �, ,r���� � �'�H�sci�� �� - � � � � ��� 3 � `o" E � � I o � DB 2413 PG r � � � � � � � ��� � N 63°49' , � - - �` � W 1 ;,,�•� RS ��'�'" Y4 EX RW CORNER �,,� �I�EST UNIyERSITY ^' � � � = 5'j� II�C. I END CL FENCE -`Z� ',I TH SCIFNCES �o � � 2 ,643 P� F i ENC ��A �m� ' END CONSTRUCTION sQ, �m � � F -Y4- PC Sto. 2l +46.22 � � 3�4�-Qo�� v -Y5- Sta. 18+20.00 =� � '00,03 F ,��y`� �3 �� ��°��u'�I � L � i • �� � � � �,, "' ��NC. m�, PAVEMENT REMOVAL -Y5- PT Sto.18+52.79 � � �JP•.r �,��q� ' Y4 + 50 ^ � . 2 4°-& EX RW � END CONSTRUCTION -�- -Y4- -Y5Ae- I- _ .- -- - .� �.. � 100.z0� -Y4- Sta. 22+20.00 Pi Sto 38+40.05 Pi Sto 2i+74.40 Pi Sto 22f30.65 P/ Sto 11+79.65 / " -Y4- PRC Sto. 22+02.52 �= 9' 23 00.0" IRT� �= 6' 39' 01.8 fRT 1 �= 6' 38 22.5 fLT I p= 0' 09' 46.0" �RT 1 , v ARBARA CAST�EN��'` � � t�,� ���� I�Ci 86� , � E Y,4._ STA. 2 2+ 2 5 MATCHLIN SEE SHEET RW-4 D = P 00' 00.0" L = 938.33' T = 470.22' R=5.729.56' V = 50 mph e = 02 D= �r 48� 48.8� D= �r 48� 48.8p L = 56.30' L = 56.20' T = 28.18' T = 28.13' R = 485.00' R = 485.00' V=EX. V=EX. e = EX. e = EX. D = 0' l6' 39.4" L = 58.64' T = 29.32' R = 20.639.17' V = 30 mph e = NC ALL RADII 10' UNLESS OTHERWISE NOTED SEE SHEET NO. 14 FOR -L- PROFILE SEE SHEET NO. 23 FOR -Y7RB- PROFILE SEE SHEET NO. 21 FOR -Y4- PROFILE SEE SHEET NO. 24 FOR -Y7RC- PROFILE SEE SHEET NO. 22 FOR -Y5-, -Y5A- SEE SHEET NOS. 2B-10 & 2B-11 FOR & -Y5AB- PROFILES FUTURE -MUP3-, -MUPS- & -MUP6- PLANS � � � � 0 _ N � � 0 � m ti N � N � � 0 � � i T 0 3 � 0 0 � i m ti N � N � / � � N L � 0 �- N � Z � � O � N � � � W O � � � N �O � � H m I � Q U O � � m 0 � � � � � � �-, m C N. O N + � U N � � � � + a `� s C � o a U i � F- � �i � � o o � U ---� Z �? �i � � W V (n J � m � m Q i I- W m Z � C� W H � � � Q m ti N � N -I- � � i °� o � m N O � � � N Q p � � � � � � O O W �- � � � � a � � o 0 c �- � ~i L `� O � O + U p, � � � � a p i � H - o 'o o � U � � Z W U � � _ � w w � > � � � m z � � � w o w � J (n H � � Li �A O N � �' O N N J W V � � � 0 W 0 � Q w V H W J � Z � N X W � w N i w � J N � � w � � � O � � � N � ui N N J w U � Q � � �o �� N J W W Z � J � � � �� W N Z� J O �� � � U�N Z � � w N � w 00 �o W N �� O � I W r � O ^ r � 0 ` N W I� M oa ==3 o� a >� W � J Va �? �� �N� 5 � CN� k 7 Mp. 1A� , S� P• -� � 2P N�� �� � S S� � �� ��$ �� s � � " v- �y� � s \ s� � S � , �p � �� c RETAIN EXIST. � CONCRETE ISLAND REMOVE EXIST. - CONCRETE ISLAND ^\ ,d13 . 1 � � t� � TIE MILL & FILL 11A/�T/�LJ CVIC�TIA1� - T L/1- �"0'�F, I OL L I �;�'a.�r�� u� � `��RTNERPs�,� C N " �7�? �,r, �^�MO � � � � �c�?,:�• c � � � � '�, ✓� � . ��i�i� u �����'�. �L��<. �� 27p2 PG 2��� �C�IA1 !'�r'1AIC'TI"�I I�TIr'1A1 - T L/`�- ��a. i ��.��. r� -Y2A- POT Sto. ID+OO.i -� � - P/ Sto /2+99.94 /� = 29° 05' 50.6° fRT, D = 22' 55' 05.9° L = 126.96' T = 64.88' R = 250.00' e - � mpn AADT YEAR 2011 (VOLUME IN 100s) 2040 PETER'S CREEK PKWY (—Yl A—) 71 177 16 1 33 3 F I RST ST. (—Y2A—) 37 40 62 6 24 118 11 97 84 249 PETER'S CREEK PKWY (—Yl A—) ,- °,� : i��;� � � � , �v�� PARKING ACCESS EASEMENT (PER PB 54 PG 183) 6"e ,�1 � � 6" L JN��� L ��'J dJ',., � �' s �Ii\�,, `r _ / � F I RST ST. (—Y2A—) 1�;N� oo� .��5� � W W Z � W w � . � � � � M Q � � � � � W Z J _ U � NAD 83�/NSRS 2007 -- - �� __ � ; ,��,�:.ozo N di3 � = �� ��� M Q� c� END WIDENING BM #i N=853148 E=1628064 ELEV=834.82 WEST FOURTH STREET HISTORIC DISTRICT � FIRST ST. PROJECT REFERENCE NO. U-2827B, C-5620A ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 7 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � : _—�'������'` �rpt�je HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 m J',; END CONSTRUCTION RETAI �� ,� � !. ,9 F 1 6. �a 6s C ` �' .I ��, � ALL RADII 10' UNLESS OTHERWISE NOTED SEE SHEET NOS. 16 & 17 FOR —Yl— PROFILE C � � � 0 � � 0 � _' N �A � O � N � � p� � m � � O N N � N N � W ! V o � � � � i T o � 3 � p o p � p � Q m � w N U � � N � W / Z � J � � � � � 0 �- N (7 � Z z � � o .i N N � � W W O � � � � W N N CD ' � � � H m � I J a � U O o > � w i � m o � � � � � � � � � n °r-° o dS � U � (V � r � + J a � w L O U a � � F- � � O � � �' o � v �p Z m H N � , w w v cn W Z m L(� � � J Q � Q �-- W 00 � Z � C� W H � � � ~ � O� m LL �` W N W N N Z� a- � J � � � � n o c �� m N O ti � � � N .-�� } U� N � �- Z w 0 O W �- N � � �i a C w ao � � � O � � � N i � N � � � W O o + �o � a � � .. r � � �� � a c o� O M 0 O �� � � o 03 Z W U � i � W � �Q > � � � m Z W� Q � J Va � � w �Z o w � �� J (n H � � Li �N� 5 � CN� k � A� N�P� -� p,. � ,A� , S ��N ,`(2�' E�� SN SE� , � � �% :` r�� ba s f <,00�° � �; , 00\� � 1 ,�� 2 \� �O � �:. � � v� ' � �o � \ , . �NO� : �� Ob ��\ Z� S e2'62� r _t � �� - � � � � r� � TIE MILL & FILL �nn-r�� 1 1�\/InT11►In -Y2A- +64, 162' LT 1 � ` = � �;��r�� �� � � � `��,RT ►�L'ERS.� C N � " �7�? �,r, ��Mp � �,?-� <. � [�, ��i�i� u ������. �L��<. �� 27p2 PG 2��� r�r��w� ��w�r+Tr�� ��T��w� - 1 G/"�- �71A. I VTJV. / V -Y2A- POT Sto. ID+OO.i ,. Pl Sto /2+99.94 , = 29° 05' 50.6° fRT � = 22' 55' 05.9° ' = 126.96' I = �`'1.U8� 4 = 250.00' / _ r3�0 mph o-JCL �` s `i`\ \ _ / ������ �� �O S�� ��� �P� �0'G Yl +07 � 169, Yl + 00 72' END C A END CL FENCE E F R, _ _ � NAD 83�/NSRS 2007 PROJECT REFERENCE NO. U-2827B, C-5620A ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. RW-7 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � : __�,,1���'�� �rpt�je HDR Engineering, Inc. of the Carolinas ����-�::ozo N -- �°�_ 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 d13 M Q� �� N.C.B.E.L.S. License Number: F-0116 END WIDENING -Y1- Sta. 37+50.00 � J'� END CONSTRUCTION - N -Y1- Sta. 39+25.00 1S8 6" - �. , �� ,� dl3 lH� �8b � - — �' _ � �� � iQ lse M.U� , ��,; cn � _� `� FOUI�D m-- —� I � � � � v� � `� I ! m ' O P I � m m Q I � r N iM :. P � o � 1 �f7 ��: co 00` bl. � � I ��I �S� � � � �. L � � � ;, �; ,�r_ : . � `' M.e4 �� � �z DB 925 PG 5� Y� +34 � �- 3eZ0 .6Z oZ0 ��ERS � I DB 925 P� ' 95� , � `—�. �c�ENN1�LL�- - , � `' �_ !�?B� �88i P� Yi Ex EasE. ��m � DB i373 PG i5� 173 � ' :J4� P�. 8�� am . � O� �/" �Q�:%��. ' DB ���,_�-���. v� 25 �3 � 1 Yl + 55 - EX RW & 71' Yl +95 - � $� � Yl EX EASE. L CANOPY 87 Yl +50 ��, � " F E72 Yl +50 �A� V�V � E � �tl c _ F C � S r 44� 4�.9° E 35 � u �F W Y1 EX RW Y1 EX F — — � EX PL — E E Y� Ex �rw pU Yl EX PL 70' F -Yl- + 80 EX RW 90' TIE CL FENCE TO WALL , RW Y1 :X PL 78' �L�i_ —E= E EX RW E E F C C F F �_._-----� � � � _y�_ � ►a E BM #2 E N=852717 E=1628390 ELEV=778.44 BEGIN CL FENCE � 152' ON TOP OF WALL Yl EX RW 75' ON TOP OF WALL END C\A Yl + 59 Yl + 73 �23� �,, � �br � � �,� � � ^'� � � �, Yl +60 DO NO 3 �+���`� // �/ � V , s�� Q � 'Y'�o 113� DISTURB � �' � o � o =� - BI LLBOARD Yl EX RiW / �"c� z" �� Y, + s y 2, 2� � /� s� �b �< J J Z � 129� � �.`/ � J ��_ "'� � CONC �yALL W O �� ��;�,/ ��P�l�� / � in•�� '/ �n m w, ;� � W 1.. c� � N a�, ,l G � O at� ~' � �ti �� z� ���// � Q°' o a a�� y �� � SS / �- S. L IL C m ao � �\ C9 �p / ,� / y�,j , p �n v a a.l� � �766 � c�m �� � ar�c9 Yl +13 / �� � ,�1 � ma N� N Na� WN� N 222, / � oa NO0 =mm Yl EX RM/ � mm �ca 233' � / � a �5 i� dl3 / .I� ,i �r�a �r,ii���,-� � `'� / d�3 °i -Yl- POT Sta 39+47.16 o� � FIRST ST. �BM #i �� � P N=853148 , a-, � � E=1628064 � � ELEV=834.82 , � 6�� / �a�°� WEST FOURTH STREET HISTORIC DISTRICT � ALL RADII 10' UNLESS OTHERWISE NOTED SEE SHEET NOS. 16 & 17 FOR —Yl— PROFILE c � � � 0 _ N � � � 0 � m ti N � N � / .-, O � � i T � 3 � � O � i m � N � N � / � � � L � 0 �- N �Z �o � N � � � W O � � N CD / � H m � Q U O � i m 0 � � � � � � � �-, m � N. o N + � U N � � � � + a `� s � � O a U i � F- � �i o � o o � U ~ i Z � � � � w v cn � � 00 '-� m a � i-- w m z � m W H � � � Q m ti N � N a- � � i °� o � m N O � � � N Q p � � � � � � O o w �- � � a � � � � c �- � ~i L `� 0 0 o ' U + � a^` � W � � a p � c o 'o o � U � � Z W U � � � _ � > � � � m z° � � � w o w � J (n H � � Li 0 w z m � V � � �� �o r � J N W V J Q W � V � a� � � Oo tn 0 za W �� Q� ao 3 O N w � � °� 0 � i Qr O �o o� N W M � oa v3 o� >� W � J UQ �? �� —Y7MLK — PI Sto 12+20.05 o= �� 2a oo.� rRr� . D = 3' 2/' 37.6" L = 426.54' T = 2/4.39' R = I,705.00' V = 35 mph e = EX. � i y i 0 � � -� �-�� � 2.00' �/ �? N 89' 33, oO�r L 2 �00' RT � I'�! -Y14- \ � � � ` -Y/4�-� Sto.13+60.02= � ' � Y8 C�C - Sto. 11+75.37 � � �, —Y7 l3 � 14 �••- ' -Y/4- -Y�.4- + 01.33 _Y14- + 07.98 -Y14- +97.12 �, 26.00' RT 26.00' RT � 26.00' RT � � � , -Y14- + 20.18 � ;'`� 26.00'�RT K 1705 �� - � o,�,� - + . 18J5' LT `'�'�Q� ------ �------- - _ -Yl I__1 -Y8MLK- +21.28 �� 29. , 18.75' LT ����. -------- ----- ��Q, -Y8MLK- +27.98 � SO- 18.75' LT ' � -Y8ML - +39.24 18.75' LT - �,.,".- 16.50' LT � / \ -1 IY- 41.02 -Y8MLK- 22.02' LT BM #�2 N=859829.7 � � ���� � � � � �,`� \ �G E=1630812.9 �� `\ �'�,� \ �� pS��'N ` � �� � RF�YdP� ��'` MAGvNA�� 4 N �;, ��� �oN OB 95i PG 626 \� \�, `\ ��QO \\,�� ti�� oh�^ C 0 N C `�� , � �. \ � \� '� �� � 35� � ���G hg°o9 0' \ �, �j � ��'� ��p� 92 � \ � �� � GAN _�� � � � � g� �' � 0'S:, .; R � V`� �;,` `' � kti ;� �� �o � � F p � � � �.; �\ �� � �� �� ���; ,� � �� �� �,. ��� � y ��\\ �Z `� �o� ��\\ HANES CO�PAN�ES, INC �� � � A� ;� � \ � y� � �� �;� D� �583 PG 32� ;� � � ����, � \ Z \ � '� 1 Y7MLK + 20.00 � �A�, A 28.25' LT � \�'�\d, � � EX � � �c� \��. � °�t5 C:t1��A�V�S. �N� ��\ ��� �� � � �� �� ��� � � � �� ��� �� ��� � � � � \ a03-23' `N r, V � ,I D Z � �� � � �'.� � W � (r� O a —Y/ 1 ao._� � i-Xl$ i w SS o - _ o � RETAIN MH � \ S SO � \ � � \ �, .�, . _� �38.�2� l� �` � � \ RETAIN �A�BERS FAIyIILY TRUST G:�_ � � � DB �954 PG �905 ` , 1 �� �y 0818 DB 8i8 PG 96 ,�,� , � 10.9 ' RETAIN CB \ '� � S 86°27'�8" 1N \ ,\\ 162.20' ` S� -,. I I - , ; \ � \ CHA�IBERS FA�IILY TRUST 'so_ �= ���, �� ���\� � DB �954 PG �905 , ��,�\ -� DB 937 PG 323 N s6°z7��s. E`, � � \ ��� ` '�' 1 � s s6°z7��a° W \ 165.57' ��` 1 �, I �, �\ CHAI�BERS FAI�ILY TRUST : � � F ` � \� DB �954 PC �905 Z � ��'�,� \\ �� DB 1171 PG 1417 ° i �0801 1 �\� � \ `\\ � 5 86°27'18" �I -� I '�� � ,� . _ _ � ..�. ��c ni� i 52.83� i �X► �m � �T��;'��'�1�'��. — i b 1t1 `_' 1 �► v✓ •/ ✓ vv.� L � � � ��_ _ �r� - - — - - -` TES RETAIN � TES -Y14- Sto. II +74.91= -Y7 LK - to. l5 + 9.69 �; BEGIN CONSTRUCTION �o��R A� "" � EXTEND � -Y14- Sta. 11 +92.10 082 75.1': -1 f,' ����.. �. �.s .._ B 302� PC' 40�� � � c �$ � 15" RCP-III D � N a2°24'q4° E I � � � - � �,, � —Y7tilLK— POT Sto. 16+78.72 AADT YEAR � ��� ( V V LUM[ � �� � ws� 2040 MARSHALL ST./CHERRY ST. (—Y7MLK— /—Y8MLK—) 183 22� 1 50 MLK JR. DR. 23 71 MLK JR. DR. (—Y14—) (—Y14—) 156 � 25 224 33 53 158 213 MARSHALL ST�CHERRY ST. (—Y7MLK— /—Y8MLK—) � OF 0 9g� G�� O � � � � , -Y/4- P/ Sto /4+67.38 P/ Sto /8+0/.24 0= 3' 2/' 20.1" ILTI p= 4' 39' 47.4� IRTI D= r i2" 04.2� D= r i2" 04.2� L = 279.36' L = 388.22' T = 139.72' T = 194.22' R = 4,770.00' R = 4.770.00' V= 40 mph �= 40 mph e=NC e=NC PROJECT REFERENCE NO. U-2827B, C-5620A ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 8 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED : _�,,����� HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 � �.�..� W � N W � ♦ O O I � r� Q � N � � � I W Z J _ U Q ` �h � ALL RADII 10' UNLESS OTHERWISE NOTED SEE SHEET NO. 29 FOR —Y14— &—Y7MLK— PROFILES -Y7MLK - PI Sto 12+20.05 o= �� 2a oo.� rRr� D = 3' 2l' 37.6" L = 426.54' T = 2/4.39' R = I,705.00' V = 35 mph e = EX. c � � � 0 � 0 � _ N � � � 0 � m ti N � N � � 0 � � / T � 3 � � 0 � i m ti N � N � / � � a� � � 0 �- N � Z � C Q � � � W O � � � N �o i � H m � 0 a U O � i m 0 � � � � c � '-, C m o N + � U N � � � 0 a v� w s � Z cn � m a N � � � � � o � o V 0 v � �� � Z � H lfi � � � � � � °2f � m m � Q i �o I- W m � J Z � C� N v W H � � ~ � W � ~ V N � N �O � Q o � �o m N o �p ti � � ND N v � ZQ N .-�y � Q w � O �� i a Q � O W � `" a c } ao °' � ° Q o � � 3 N L `� i � � � � O O + �0 � a � � '"r � o �o 0 a C N � p �0 M 0 � � � � � o 03 Z W U � � � w � �a > � � �mZ W� � �a � � w �z o w � �� J (n H � � Li -Y7MLK- POT Sto.10+00.00 S 25' 49' 04.�' E -Y7ti1LK - PC Sto. l0 f05.66 BM #�2 N=859829.7 � � E=1630812.9 � ➢'`� ,�, .\ N � � \ ��' � \ pS\G � �H J R€�YdP� �� ELEV=871.42 -� � � MAG NA�� W � �;, ��� �oN OB 95i PG 626 \\ \ \ ��Q� � \ o���,h�^ CONC ��� , � � � � S5ti � ' � \ _ �� � \\ � �' 09� 3� � � - - - �O9a 6' DI � � S g2 ��� \ �` � �' � � � \ �\ � . 9, �P � �, �; ��� �� �o R��r � �F ` �� � � -� V � `°�, , \ � � � \� `�, , ��, � �\\� `� �',, \�\ \ HANES CO�PAN�ES. �NC �, � �� � \ � \\� DB �583 PG 32� ��� ,, �� � � ��� � � � � �� � � �\� ' 1 n � �, � \\ �i� \�, � �.. . � A� \ \ � � � � \ Y7MLK EX RW ���5 Ci7��Ary��S. iNC � �', � ao� �� ��� �� ��� \�� �\ Y7MLK EX RW ° � . � �\ CORNER : �=p3'23' `N c \ , � � � _ � ` i3� `� � ��, � � �`\' CHA�IBERS FA�IILY TRUST G:- � � .. � � \� DB �954 PG �905 'I ,\ �y � \\ ' �cQ DB 8i8 PG 96 s a�; , I ` io.9 ��� ` �, � `$ O� s a6°27�ie° V� \\�\ �\ s ,��� . �62.zo� ; I . \�` \ � \ � \ CHA�IBERS 4AIyIILY TRUST s?o_ � � �. � � � �\� DB 95 PG �905 S ? `:, \ � '� ' \,, ,\� DB 937 PG 323 N s6°z7��s. E�, --F�c' \ 1 s s6°z7��8° W Y7MLK + 0 165.57' ��` 1�, I 66' CHAI�BERS FAI�ILY TRUST ,� ;`� � F DB �954 PC �905 � �� , . � \ � '� � '� \\ DB 1171 PG 1417 \ � ;. 1 I �-�0 5 86°27'18" �I I � Y7MLK ���� �G T� �„� i�6,o!� '� � � �`�' �"' ao' ;;�� �\ so �,�, t -Y8 LK- POT Sto.10+00 � � � � � ���� � _" . 1 � � � \ ��� Sl�� 1 � � \ �= � \ � �\\\ 1 I c \ \ c' �� 0 N � � � � Q Z PROJECT REFERENCE NO. SHEET NO. U-2827B, C-5620A RW-8 ILW SHEET NO. ROADWAY DESIGN ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ` �rpt�je : _�,,�����` HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 � �, '� �G � � � A � :, � A �'�� Q� 1 111 � � � \ \ I I �, � � _ _ � � � � �' \ � � , , - _ - -- � � c -Y14- PRC SfO. l6 ��7.�2 3 45.00' 52.83 � � \ EIP �• ' � �,� \ � ,; Cu; � � � S 89°I��� ���� � � � � �: Y7MLK +33 �j � S 34°IO'05" �' � Z � � `� 1 � 40 �� ����� `� 23 3 33,b1 � � � � � W D � . � . . . � Z � �, � � - „ � �- - 4 , a � � W , � „ � � �vD� �,�Kso�N � ,•�I� � � c� , , T :: �� i/� � .. � )�_'�� : .� ���vo :��' � !UI,J�i� �b7'U�i��J°� . . i o � F 153 _ c T� �,� - 154 � r` , � . *� '� .� i� o��, � � -Y7 LK - PT Sta. 14f32J9 � ;, � Y14 + �o v 4 Ex -_ __ : C Y14 EX RW S - (n �� O a rr� 30, .��'' ' - Y14 + 90 ' 0° �� �" � i��, Y7MLK + 11 � �` EX RW i��4- SfO. I3+60.�2= Y14 + 96 � Y14 EX55 2 lM Y14 EX PL ' 45' & 59' � Jr C% W _ _ 'N �� m� j � �1� 11 � Y14 +22.28 � -Y8 LK- Sto. ��f75 Y14 +06.93 (� 5T W 'y��t- POT Sto� �0+��.�� � mm v"-� N� 1 r'`'' Y14 +2 �46 � Y14 +85 � Y14 '+27 40' I I � Y14 + 8�5 155 157 Y14 158 N � . �m =� �- � � � 30, � F Y14 +��2 47 & 63 45, Yl EX+R b F v F +25 � r � - v , ,oG C 35, � �::� � ---- E _ c O '� }� r S �r 29� 03.5� E � Y14 + 36 E W I �\ O � EX RW �--------- F - C �R F �R � �q xiSTiN�i � �.f _ ��.� � c� - �- - - `� Yl4 + Ob �� � _ �.. 15 -Y/4- ~ O� � SS o _ N 89' 33' 00.1" E � � 35� r-- - - - - - - ���P- ��� _ , _ � = Y14 +55 �� Y14 EX PL . ��---_� Y14 EX 34� EX RW � — _ - - -` TES 34' - �� cR c � �� F � TES e � ---------------- � F C R F Yl4- Sto. II +74.91= ` _ - — � 1 -Y7 LK- to. �'Jr�' 9.69 � C Y74 +32 C �Q / E F E ` '� � C C Y14 EX34 I � 34 ♦ -;,, . �.} , ��,; BEGIN CONSTRUGTION x�1 ' Y14 +27.48 � � Y14 404 Y14 +89 ° Y14 EX PL � � -Y 14- J la. 11 +92. � � z I' �, 40 Y14 EX RW �� 165 44 � 66 Y14 +48�� � 6H 43 � 75.1. ��'� � 5 40' �� � � <� : �' ' Y14 EX RW � �C Y14 fX RW � Y14 EX R�W j � 70 �� �" A �h Y14 +58.8 � 64 s�. �., . ,..._ � � � Y74 EX R .r" 34' S5' � � ,s -.J • � I'� �'f�'��. 40�� � ' �� 1, �I W � 50� _ � � W DB 302� PG �`� o� N 83°I4'44 E 58, ,\30 Y14 EX RW � --_�— � ; 9• � �� �„ , S OS S I � 95' N�, , �,;: S 3 J �° 53.43' � � — N 82°24�q4� E I �� � �' -� - �` , ' �,'.: � ' �� . � � �� � -Y8 LK- P�T SfO.13+24.89 ` �S 49.83.48' E S 88°25'48" J � A2 �'� ��� � 4 2.13' � � -Y7tilLK- POT Sto. 16+78.72 �� �6\3\ZoF �S�PG� �Y O 9 G`.�•� Q0 � � , � � -Y/4- PC Sto.13+27,66 \ -Y/4- P/ Sto /4+67.38 P/ Sto /8+0/.24 0= 3° 2/' 20.1" ILTI p= 4' 39' 47.4� IRTI D= r i2" 04.2� D= r i2" 04.2� L = 279.36' L = 388.22' T = 139.72' T = 194.22' R = 4,770.00' R = 4.770.00' V= 40 mph �= 40 mph e=NC e=NC �. � S 88°25'48' E � ( ) 3A3� 24.48' a v � 62 2 \5� � � �5 0 ^ ch` v'�I � ALL RADII 10' UNLESS OTHERWISE NOTED SEE SHEET NO. 29 FOR —Y14— &—Y7MLK— PROFILES A copy of this permit modification will be posted on the NCDOT Website at https:!%Lonnect.ncdot.govh�e5c�urcesfF�'.mironmeniallPaC7es/deiault.asp:�, under Quick Links > Permit Applications. A copy of the CE is also available at the above website address under Quick Links > Environmental Documents. Thank you for your assistance with this project. If you have any questions or need additional information, please contact Deanna Riffey at either driffetii�zncdot. j� or (919) 707-6151. Sincerely, �r Philip S. Harris III, P.E., C.P.M. Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List Amy Euliss, NCDOT Division 9 Environmental Officer Michael Penney, NCDOT Design-Build