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HomeMy WebLinkAbout20130918 Ver 8_Application|_20160808Transportatlon l�L1gL1St g, 2� 1 � U. S. Ai•my Corps of Engineers Regulatory Field Of�ce 3331 Hel•itage T►�ade Drive, Suite 105 Wake Forest, NC 27587 ATTN: Mr. Dave Bailey NCDOT Coordinator PAT McCRORY Governor NICHOLAS J. TENNYSON Secre(ary Subject: Request for Modification to the Section 404 Individual Permit and Section 401 Watei• Quality Certification for the pi•oposed Greensboi-o Eastern Loop ft•om US 70 Relocation to SR 2303 (Lawndale Drive), Guilford County, Division 7. WBS Element No. 34821.1.1, TIP Nos. U-2525B and U-2525C. Reference: USACE Individual Permit Action ID SAW-2005-21386, dated April 15, 2014. USACE Individual Perrnit Modification Action ID SAW-2005-21386, October 31, 2014. USACE Individual Permit Modification Action ID SAW-2005-21386, December 4, 2014. USACE Individual Pernlit Modification Action ID SAW-2005-21386, Mar•ch l2, 2015. USACE Individual Permit Modification Action ID SAW-2005-21386, July 24, 2015. USACE Individual Permit Modification Action ID SAW-2005-21386, March 18, 2016. NCDWR Project No. 20130918, Certification No. 3978, February 6, 2014. NCDWR Project No. 20130918_v2, Modification to Ce�tification No. 3978, June 24, 2014. NCDWR Pt•oject No. 20130918_v3, Modification to Certification No. 3978, October 15, 2014. NCDWR Project No. 20130918_v4, Modification to Certification No. 3978, December 11, 2014. NCDWR Project No. 20130918_v5, Modification to Certification No. 3978, March 18, 2015. NCDWR Project No. 20130918_v6, Modification to Certification No. 3978, July 21, 2015. NCDWR Project No. 20130918_v7, Modification to Certification No. 3978, Mai•ch 18, 2016. Deai• Sir: The piupose of this letter is to rec�uest a modification to the United States Army Co1ps of Engiileers (USACE) Section 404 Individual Permit and Noi-th Carolina Division of Water Resources Section 401 Certification for the above referenced project. The adjacent project to the east, U-2524D, will be letting in September 2016. There will be �17ultiple noise walls constructed Lmder U-2524D, two of which (noise walls 8 and 9) span both U-2524D and U-2525C and i•esult in impacts to two j�u�isdictional i•esources. As slich, t11e NCDOT is requesting approval for these activities. Please see the e►lclosed permit dr-awings and design plans for the above referenced project. �Nothing Compares�_ State of North Carolina I Department of Iransporta�ion j PDEA-Nattual Environment Section 1020 Birch Ridge Drive; 27610 j 1�98 Mail Service Center I Raleigh, Norih Carolina 27699-1�95 919-707-6000 T 919-212-5735 � The above activities occur within the footprint of U-2525C. This section is currently not scheduled to let until July 2018. The remaining final impacts for this U-2525C will be permitted via phased modification prior to let for this section. As stated in the original 2013 permit application, the preliminary surface water impacts for U-2525C are 12,646 linear feet of permanent stream impacts and 1.7 acres of pond impacts. The total preliminary wetland impacts for U-2525C are 2.4 acres. These impacts are already covered under the current Division of Mitigation Services (DMS) acceptance, therefore no additional mitigation is needed at this time. Once the final design is completed for the rest of U-2525C, the mitigation request will be revised as appropriate. IMPACTS TO WATERS OF THE U.S. Tables 1 and 2 summarize the impacts to jurisdictional water resources for the two permit sites impacted by the noise walls that span U-2524D and U-2525C. The remainder of the fnal impacts for U-2525C will be provided prior to the let date for that section. Site numbers correspond with the permit (hydraulic) drawings included in this application. The stream and wetland numbers correspond to the 2014 JD Appeals Maps. A brief description of each impact follows the tables. Table 1— U-2525C Partial Final Wetland I Wetland I Wetland ( Permanent Fill in I Excavation I Mechanized I Hand I Impacts Site Requiring ID Size (ac) Wetlands (ac) (ac) Clearing (ac) Clearing (ac) ,�,�;+;,,,+;�„ � 11 WR 0.21 0.05 -- 0.03 -- 0.08 TotalImnacts: 0.05 -- 0.03 -- 0.08** * Wetland impacted is riparian ** Values are based on rounding, due to calculating totals with actual numbers to the thousandths Table 2— U-2525C Partial Final Stream Im acts Stream Name & Impact Temporary Mitigation Site Intermittent (I) or Stream �pact Type Length Impacts (acres) Requirementz Perennial (P) ID (linear feet) feet) (linear feet) Perm. Fill 284 -- USACE & DWR UT to Richland 12 SBA Bank Stabilization � 24 -- DWR Creek (P) Temp. Fill -- <0.01 ( I S') -- Total Tem ora Im acts: -- <0.01 (15') -- Total Perm. Impacts (Perm. Fill + Bank Stabilization): 308 -- -- Permanent Impacts Requiring DWR Mitigation: 308 -- -- Permanent Impacts Requiring USACE Mitigation: 284 -- -- Total Impacts Requiring Mitigation: 284 -- � 1— As identified in the 2014 JD Appeals Map 2— Mitigation for bank stabilization impacts required by DWR — not required by USACE j— Final mitigation requirement will be up to the USACE and DWR Permit Site 11: As a result of the new roadway slopes from the proposed bypass, there will be 0.05 acre of wetland fill and 0.03 acre of inechanized clearing in wetlands to WR. U-2525B&C Individual Permit Modificatron Application Page 2 of 3 Permit Site 12: A new 72" RCP will be installed to carry SBA under the proposed bypass. There will be 284 linear feet of permanent impacts, <0.01 acre (15 ]fl of temporary impacts and 24 If of bank stabilization to SBA associated with this activity. REGULATORY APPROVALS Section 404: Application is hereby made for a modification to the USACE Individual 404 Permit as required for the above-described activities. Section 401: We are hereby requesting a modification to the 401 Water Quality Certification from the N. C. Division of Water Resources. A copy of this permit application and its distribution list will be posted on the NCDOT Website at: http://connect.ncdot.gov/resources/Environmental. If you have any questions or need additional information, please call Erin Cheely at (919) 707-6108. Sincerely, `�1.j Philip S. Harris III, P.E., C.P.M. Natural Environment Section Head cc: NCDOT Permit Application Standard Distribution List U-2525B&C Individual Permit Modification Application Page 3 of 3 See Shee't 9A For Index of Shee'ls See Sheet 9B Fo� Conventlonal Symbols TIP PROJECT U-2524D A. 421 + 69.00 —L— �TO I-85/I-40 . 4 �z7-s-s--cL- - z 7�� C���— =��r�CG . JIf1 JTJI.VG ��1rYlY� NOTES: THIS IS A CONTROLLED—ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF GREENSBORO. THIS PROJECT IS EXEMPT FROM THE JORDAN LAKE BUFFER RULES THEREFORE BUFFERS ARE NOT SHOWN ON PLANS. ����� �ll' ����� �������� �������� �� ���� ���� G UILFORD CO U1�TY 1��� U-2524D � PR . . F.w.PR .. . E9CRIMION 34820.1.2 STP—NHF-124 7) P.E. 34820.2.19 STP—NHF-124(1) R.O.W./UTILITY LOCATI011I: GREEIVSBORO-WESTER11l LOOP FROM 11iORTH OF US 220 PERMIT DRAWINGS (BATTLEGROU11lD AVEIVUE) TO NORTH OF SR 2303 (LAWNDALE DRIVE) SHEET i oF 25 TYPE OF WORK: GRADI11lG, PAVI11lG, CULVERTS, DRAIIVAGE, E111D TIP PROJECT U-2524D STR UCTURES A11tD ITS POT STA 520 + 34.53 -L- BI� WETLAI�D � STREAM IMPACTS N 871so�.2766 E 1756411.5108 E111D TIP PROJECT U-2525C POT STA 552 + 99.67 —L— AH. 1V 871 SOS. 0126 E 1756411. 6682 END BRIDGE STA 26+Zg+/- -Y6- SITE 1 o'ys la e�s9 � l��CAO , � 9�py 0 6 90� :�� �, . SITE 2 ;��' ' _ ` -- - - -_- , '��, ,� / �� !. 11 -YSA- � �OTgWO R 2342 , �p rERRqCE L-Y6- COTSWOLD AVE BEGIN BRIDGE STA 24+10+/- -Y6- SITE 3A E�UALITY: POT Sta. POT Sta. BEGIN BRIDGE STA 12+77.84 -PED- �a�1 Q,O' � yQ��O �^ �P��O -r• V BARRETT PL. -Y7A- $ % EENSBORO WESTERN LOOP SITE 3 � STA 14+47.84 -PED- �-PED- .00 -L- BK = I M .00 -LREV- AH r � � , • � �, �� SITE 5 �� nn _i RFv_ EQUATION: Sta 502+99.94 -LREV BK = Sta 503+00.89 -L- AH SITE 5 9 � � LREV- � I' � {��r j M G� N y a �! c �z >¢ � J SITE 7 SITE 8 SITE 10 SITE 12 yQ -- � - ---- � �A � � .�..�._ _ „ 1 _ $5 _ �� -L ; SITE 9 END CONSTRUCTION SITE 11 STA 548+12.55 -L- (PROJECTED -L- STATION FOR END OF NOISE WALL N0. 9) DOCUMENT NOT CONSIOERED FINAI UNLESS ALL 516NATURES COMPLETEU GRAPHIC SCALES DESIGN DATA PRO ECT LENGTH r'CDOT CONTACT: REKHA PATEL, P.E. HYDRAULICS ENGINEER nzvrstox OF HIGHWAYS .I STATE OF NORTH CAROLINA ADT 2016 = 65,756 P.�isoNs }INTB 50 25 0 50 100 LENGTH ROADWAY TIP PRO ECT U-2524D = 1.373 MILES ,,,, ,,,,. oao.s�,rE ,00 DOCUMENT NOT CONSIDERED FINAL �����,� ADT 2036 = 98,793 J ,,,�,�„,,,,,,;,,W��� UNLESSALLSIGNATURESCOMPLETED q�� �� ia� �'� 0 PLANS K= 10 o LENGTH STRUCTURES TIP PROJECT U-2524D = 0.045 MIZ.ES zorz sranrnann srEciFrcazioNs � � D = 60 % ''� SIGhATURE: "�" � 50 25 0 50 100 T= 14 %* RIGHT OF WAY DATE: TIM D. GOINS, P.E. � � TOTAL LENGTH OF TIP PROJECT U-2524D = 1.418 MILES reo�scr sn�crxEax ROADWAY DESIGN �� �� V= 70 MPH SEPTEMBER 23, 2011 ENGINEER �� �� ���� PROFILE (HORIZONTAL) * TTST =8% DUAL b% 4��� l0 5 0 l0 2p FUNC CLASS = FREEWAY LETTIIVG DATE: DAVID GARRETT uNLESS ALL SIGNATURES COMPLETED SEPTEMBER 20, 2O�G f'ROJECT DESIGN ENGINEER PROFILE (VERTICAL) INTERSTATE TIER PE ''E 57GNATURE: STA76 HlGHWAY DESIGN GNGINELR z O w � a 6 � [ �' � S Ci RIP-RAP BANK I $TABI�IZATION SEE DETAIL 42 SITE 10 CLA55 'I' RIP-RAP EST.30 TONS � EST.50�SYGF �5 _-____-JS_ ___ �S ._-15_ ___ .. .... - r NLVERT ANNEL CMP PUE �SEE DETAIL 34 5 = 2.2 % DDE - 165 CV SITE 9 SCALE 1"=40' . ( ` !._ �. s F� � DETAIL 34 �"°��°s°°�°� CULVERT CHANNEL IMPROVEMENTS (DOWNSTREAM) aass �u� aa�s �u• R'i�Rap" Ri�Rap' � Nawral Fjo /a 5.� °` Nowrol Grwn p �F� �e� round Geote.file Geore.��le Fabric � Fabric 1.5' Min. D�- Vories ESTe170 TONS CLA55 IIRIPRAP �To Top o48ank� EST.32� SY GEOTEXTILE FABRI - -L- 505-49 LZj . � — — � ,��" � � --- � DETAIL FSL =" DETAIL FSM FALSE SUMP � � FALSE SUMP � Ho��o 5caie� a� � Not to Scale) � Median Oifch � � O�iside. Difch _�Iz.a-^... 9" .� 2' �.��� �TraRi< Flow ,p�� Z0:) Gi �See Chan Belaw� , ]0' � GI �- S— ei� r 5__ etc. S=Ditch Slope � Proposed Ditch— S=Ditch Slope 4 Proposed Difch -L- 515+35 L7 Difch Grode L Ditch Grode . 0.0% To 2.0% 20' Over 4.0% To 6:0% Over2.0% To 4.0% 30' Over6�.0% -L- STA. 506 I 50� M1AED -L- STA. 511�-�35 MED -L- STA:'S15+35 MED // � PARSONS RALEIGH. NORTH CAROLINA ROAD, SUITE 200 DETAIL FSR No FAlSE SUMP ( Not10 5<ole) Outside Ditch Traff�c Flow �� � I I' � 'I 2�1_ GI \�- $ — e}c. � S=Ditch Slope 4 Proposed Ditch = -L-STA.511-35 RT -L- STA. 515+35 RT � DETAIL 42 � RIP RAP BANK STABILIZATION � Noi io s<oie) Nahrol NaNral Gro�nd Gro�nd 1.5' �EorEXr�� � � Type ohLiner= Class 'I' Rip-Rap FROM -RPAVB- STA. 3+58 TO STA. 3+g5 RT PROIECT REFERENCE NO. SHEET NO. U-2524D 10 RNJ SHEET NO. ROADwAY DESIGN HYDRAULICS ENGINEER ENGINEER �N������ � �d.:��T� DO NOT I;9E FOR i W ACQU[91TION �llA�1Lll:ariI1V dO�o ll'lla�1V� DO NOT USE FO CONSTRUCTION �M W � Z �N° �P�E—� SITE 11 � ' Q o� F � P„E 1� ' o _ _ �� � �' -�� � � � . - � w — _ F — R - C ____---------____ � --- ********* *** —__ __ R I— —,-------- �" ----- — w —_ T , , , � �_--� END NOISE WALL 8 --__ y � C / ��—� -L-STA.514+14.10,81.81'LT -------� �� W tn \��C ���� 'l \ C '� __-- _ W / \ — N z�i w CA FSL W (n �' �—�? E� �W� _ 2GI-FG . ��. 2G1-FG 2GI-FG ---------'� N . � _ — _ _ _ _ — — — — — — — — — — -- — — — — — — _ — — — — — _ — _ — _ — _ — _ — — — — — — _ — _ — _ — _ _ _ _ _ _ � e O. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ O—_—_—_— � -.------- � -----�--------� ---------------------------------- a �___—_—_—_—_—_—_--_—_—_—_—_—_— O � ( z � O I' � u + � � --------= ------------------------� ---��----------------= ----------------------------------= ------------------------------ � � --------- ------------------------ -------------------- ----------------------------------- ------------------------------ e— 18" RCP-III FSM 36" RCP-III 30" RCP-III 24" RCP-III FSM � Q '- 3GI-A FSM 2GI-A 2GI-A _ _---_---- 2GI-A------------------� �-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � _ _ _ _ _ _ � _ — _ _ _ _ _ _ � _ _ _ — _ — _ — _ � �%i U _—_—___—� ------------------ _—� —___—_---_—_—_—_—__ 6 _---_—_—_—_—___—_---_—_—_—_—___—__ � --_---_—__—_-------_—_ _ — _ — — — — — — _ — Q T � i - � � / � � � N J I � � ^_--------^ ----------- � --------------�-----------------------------------^ � � -- ------------------________---- �'� ------------------- ----------------------------------- ----------------------------- I m ---- ----------- ------ -- --- ------------ ------------------- ----------------------------------- ---- Z - — - � � � � � I "�� 'V' DITCH BEHIND W � � �� NOISE WALL J 3GI-A 2GI SEE DETAIL 1 L J � � fSR� FSR . 2GI-FGj ZG� EST.120 SV PSRM J �L. a � � � m V — �� SPECIAL CUT DITCH 6 J � � k/�' e —----- SEEDETAILII �H U ` n m3 PUE'' PDE � WTERAL � PUE .voirCH PDE— i----_ $EE DETAIL 33 EST.90 SY PSRM G RIP-RAP AT EMBANKMENT SEE DETAIL 21 CLP.SS 'I' RIP-RAP � EST.10 TONS ' I � EST_25_SYGF " •_. --. ��5� � �S, $PECIAL LAT. v� oircH SEE DETAIL 28 EST. 70 SY PSRM 'V' DITCH BEHIND P�E— i � — — — � NOISE WALL P�E � PDE \ SEE DETAIL 1 � PDE EST.350 SY PSRM DETAIL 21 DETAIL 11 RIP-RAP AT EMBANKMENT SPECIAL NT DITCH �No��o s�aiel I s�ie)x VAplf � la'min Gmde ���0 min ,�� � 5� G o,und z NOTE: ' '`�— ' b.' NoNrol 6.� �� y SEE SHEET 26-2 FOR CURVE DATA �EorExT��EJ� �'°°°' o�r�� PaoF��E FROM -L- STA. 508+00 to STA, 510-F50 RT SEE SHEET 19 FOR —L— PROFILE ��P=�f��^=�_ ���__ � R�P_R�P SEE SHEET 24 FOR RPAY8 PROFILE FRonn -�-srasoa+90 ro sTn.sos+,o aT SEE SHEET 27 FOR RPDY8 PROFILE � PDE PDE PDE -._._...____.. -�_-----�� ---'-_ - `____'�-_ �_�---^ `_ _. .�------- ---- DETAIL 33 IATERAL 'V' DITCH �Nof�a Scalc� urol �'— Fill Graund 7. - p \ t"F�. Slope d Min. D= 1.0 Ff. Mox. d= 1.0 Ft. 6= 5.0 Ft. Type of Llner= PSRM FROM -L- STA. 505+00 TO STA. 506+15 RT DETAIL 28 SPECIAL LATERAI 'V' DITCH � Nal la 5<alc� No�u.al p� �� Slope Gro�nd ?) � p F�oe` a _ Min. D= 1.0 Ft. Type of Liner- PSRM Mox. d- I.0 Ft. FROM -L- STA. 506+75 TO STA.506+89 RT DETAIL 1 'V' DITCH BEHIND NOISE WALL ,�o„o s�a�e, PROPOSED NOISE WALL b — N_,��a� _ �,� — — — - _ �G�ound � .?:) p �' . Min.D= 1.0 F. ��'�PSRM 6= 3.0 Ft. Type of Liner= PSRM FROM -L- STA. 506+89 TO STA.512+00 RT FROM -L- STA. 514+00 TO STA. 517+00 RT FROM -L- STA.5171-50 TO STA 519'-00 RT � PDE PDE— 'V' DITCH BEHIND NOISE WALL SEE DETAIL 1 E5T.250 5Y PSRM / PERMIT DRAWIN�S SHEET l8 OF 25 LEGEND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS W SURFACE WATER �DENOTES FILL IN W ETLAN D �DENOTES MECHANIZED CLEARING � z O > � 6 � . 7ic /�'�ss — � �_ j �I RIP-RAP BANK I STABI�IZATION � SEE DETAIL 42 CLA55 'I' RIP-RAP SITE 10 EST.30 TONS EST.50�SYGF �5 _._____1S_ __. S - � ..- ' I r � NLVERT ANNEL CMP PUE �SEE DETAIL 34 s = s.zi DDE - 165 CY SITE 9 SCALE 1"=40' :��. � � �59 . j � - / 1� �.�-�s.ssl� ti�4/� �� / � / �/r.� _, � /!� 4��--��� // / �� _-----BSL—_ DETAIL 34 �"°��°s=°��� CULVERT CHANNEL IMPROVEMENTS (DOWNSTREAM) cia�� �ir aa�� �u� R'�Rap" R�p Rap' Nofural Fjs'Qe 5��° NoNral Graun p �F�o e� round Geore.i le Geo�ex�ile Fabric � Fabric 1.5'Min. ��aen D�- Vories � ESTP170 TONS CLA55 IIRIPRAP �To Top of Bank� EST. 32D SY GEOTEXTILE FABRI -L- 505-49 LZj . � , . =-�L91 . �__ _ �� y 1T -:J�. . g�-a tFFRf �� � J;-,.Sr'� . — — � �� __ � ' DETAIL FSL � DETAIL FSM FALSE SUMP F� FALSE SUMP � r+o��o Scaie� ( Not to�. Scale� Median �ifch � O t de.. Ditch ,.Iz.o-� q„ ..{ y �L. T ff<Flow �,p� 20:1 Gi � �see cnon ae�ow� , ao� —�I GI \ t S— ei� � �- 5-- et<. \ S=Ditch Slop¢ � Proposed Ditch� S=Di�ch Slope 4 Proposed Ditch -L- 515+35 L7 Ditch Gmde L Dit<h Grode � L -L- STA. 506 I 50 MED -L- STA. 511�+35 MED � -L- STA. 515+35 MED ���v.ill �lf��i ��� /��/�. ��(� ii ���11�/��/ '% /o�%I�I'I�l/I���/ /:/ / � �,�/,'��'„�'il�l�llf�'�;�/ - II��/0/���j/j�/�� ���'���°'1 I�II ��' �- gy�/�S' /`�� ����������v����� Iro��� � �" � �� %J�I�'l���o�p:��;����'��//J`�JJJ- --eib_ _ ��i�� � / / PARSONS RALEIGH. NORTH CAROLINA ROAD, SUITE 200 DETAIL FSR No FALSE SUMP ( Nofto Scole) Outside Ditch Traffic Flow � I' � 2 p� �21_ GI � �-5— efc � S=Difch Slope � Proposed Ditch � , -L- STA. 511 - 35 RT -L- STA. 515+35 RT � DETAIL 42 � RIP RAP BANK STABILIZATION i No++o s<oia� Naf�rol NoNrol Gro�nd Ground ts r GEOTEX�ILE � Type o4Liner- Class'I'RiryRop FROM -RPAYB- STA. 3+56 TO STA. 3+95 RT PROIECT REFERENCE NO. SHEET NO. U-2524D 10 RNJ SHEET NO. ROADwAY DESIGN HYDRAULICS ENGINEER ENGINEER �N������ � �d.:��T� DO NOT I;9E FOR i W ACQU[91TION 11�Ib1E1Ld�'AIN I��` 1P1L2�N5 DO NOT USE FO CONSTRUCTION �M � � Z o� r � P�� _� PUE SITE 11 .� � / Q �, � �, � _ . � �, � - � R o � - � -- F R = ----_ W —`--- * * * ** * * * * * * * k�' / __—�— ---�_ � — �--- � END NOISE WALL 8 —�--____ === ------ _ � . � � , �\ C � �---� \ �-- -L- $TA.574+74.10, 81.81' LT ----� �. W N�� C��� j�� __ C��� N W - — ' z�i w W , i _---�? E BOW-� _ 2GI-FG W N _ _ FSL � 2GI-FG . 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'V'DITCH BEHIND W NOISE WALL J 3GI-A 2GI SEE DEfAIL 1 L J � � fSR� FSR 2GI-FG � 2GI .. . . . � -. .�.. EST. 120 $Y PSRM J _ ` �� � � � � i i eza �� \ o�� � m I � �' �' N / �'e — - � a� , e = V _ � _ _ _ _ �-� SPECIAL CUT DITCH % / � �q,q''/ , ' b�8 2 �_ � �w � l % i ' i� ' / ' � � e : —____ SEEDETAILII � .� � � �;7a' ' - . _.28_ \\- n / II � I , -�0^<9-� U a �: n , � m3 ; , , ;� , � , � � - PUe� PDE � . �, wtEan� � � pUE . �v� oirCN P� SEE DE7AIL 33 'V' DITCH BE NH1 o P�E — i�/ ----� EST. 90 $Y PSRM NOISE WALL PDE �� \ SEE DETAIL 1 PDE— PpE $PECIAL LAT. EST.350 SY PSRM aiP-aaP nT � see �ETna za PDE PDE PDE EMBANKMENT EST.70 SY PSRM '-� SEE DETAIL 21 � � CLASS '1' RIP-RAP I � � � �� �� � � � � � esr. io roNs � � � � i � � � � � i 1 ; � ' - ESF.25 SYGF / � � , r � i I � 1 ' I � � � � .\ , / <n / �/ / � �� � � � i � � � � � e � � i/ �'�' I I � � _ � �i,—��� �_, �e ' - ` � ' � eRr _ 1 � \ ( � � � A / � � � � � °Fa � � � �� ��� � ; ,; , � :��� 's���� � � � , � � � � � , � I � �a '` '� �'�� �� � � _ � `�. � � . . \ . �. . �'� - . �• . � . 8� �` � ,� \ £F8 \ Z�8 • . � � A.. � _ . � _ � � ` I � ) �`\ B02 � — d�} . `• . . . .. � . �. ` I / _ . �N �JS� � . ' � 98 � \ \ \ `. � _ - � �� ' . . . � / \ \ b£8 �. . . . ��. � . . . . o, : , ' — . - � � ' �y � � . � A A ,� , � � � .. , � O -- -. , �. : ._ ... , ..-- . _—._- - - "�- � .,. . _ �. �� . � __ \..'_�lS'_' . .. . . � � . _—_ .... -r"� \'� DETAIL 21 DETAIL 71 � '"� RIP-RAP AT EMBANKMENT SPECIAL CUT DITCH � i � �� , ", , —� I � ��o„o s�a�a, , �o ,o ���e, VApIES � 10'm'n_ � N � I 6 , Grodc �'0'm'��.- � � � 5� Ground z � NOTE: }� No��,o� 6:,' bV , Rb, _ U SEE SHEET 26-2 FOR CURVE DATA �E��Ex���E� �'°°°' ��r�� Pa�F��E � FROM -L- STA. 508+00 to STA.510-F50 RT E SEE SHEET 19 FOR —L— PROFILE ��P� �f��^=�_ ���__ � R�P_R�P SEE SHEET 24 FOR RPAY8 PROFILE FRonn -�-sTason+90 To srn.sos+,o ar 0 N, SEE SHEET 27 FOR RPDY8 PROFILE DETAIL 33 LATERAL 'V' DITCH , �o„o s<a��, Goturol �-- Fill raund 7. -�p � �•.F�. SIoPe d Min. D= 1.0 Ff. M�. d= 1.0 Ft. 6= 5.0 Ft. Type of Liner- PSRM FROM -L- STA. 505+00 TO STA. 506+15 RT DETAIL 28 SPECIAL LATERAI 'V' DITCH , �o� �a s<a��, u�al p� �� Slope Gro��d 7 � '� D � �et a _ Min. D= 1.0 Ft. Mox. d- I.0 Ft. Type of Liner- PSRM FROM -L- STA. 506+15 TO STA. 506+89 RT DETAIL 1 'V' DITCH BEHIND NOISE WALL � Noi ro S«le) PROPOSED NOISE WALL b — Na,��a� ,,�— — — — ; _ �G:oun� .Z:) p 1 . Min. D= 1.0 H. �'� pSRM 6= 3.0 Ft. Type of Liner= PSRM FROM -L- STA.506+89 TO STA. 512+00 RT FROM -L- STA. 514+00 TO STA. 517+00 RT FROM -L- STA.5171-50 TO STA 519'-00 RT � —_ PDE PDE— 'V' DITCH BEHIND NOISE WALL SEE DETAIL 1 E5T.250 5Y PSRM / ._� PERMIT DRAWINGS SHEET l9 OF 25 LEGEND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES FILL IN WETLAND ' '�t ` DENOTES MECHANIZED CLEARING 750 740 � _. :., . , 130 120 . - : 110 - 100 . ` 90 I -- - - - ' J _ _ . .. .. �... .. . 800 795 790 785 780 775 770 765 760 � __ � � t 755 V�� �� �" 750 �z s� � � �w � n� CLEARING LIMITS I' --- -- �=F�,�� � o,, �°' - - � � � . -- J ' '� � � I,' , � � � � � � � - II1 � � � � � �� � � � � � � � � � � ... I I I_. /_ II il i li I . . . . � - � I I /I�I - ..I I I � I r .. � _ . I.. . : . _ _ .r ' I- ,, , � � � � � � � � � - � � � � ' . _ _ _ _ _ _ _ _ � i i� -�_ '' j WETLAND CROSS SECTION � ' SITE 11 . ;:,. , ; _ ., , � , � , , -- _ — -- � -- — � 80 - 70 -' 60 -- 50 _ �-_ _ _ _ _�- �� � � � rl U-2524D X-9 40 - 30 20 10 0 � � _ - � �� _ , , � �� � � . i �� �� �- � ��� . _ _ �_ -,,-, �- `�=� -�, -� - , � � �� � �� - _ _, _ � . - -- , , , _ � � � -- - _ , , . , _ _ --�, , �� � , __ - - __ _ --- -- � _ _ � � _ _ ----._ ; _ _- _ _ _ _ , , _ _ _ .. _--_ _ __ _ _ � _. _� ,� � -- -- , -- _ i I : � ! ' t:- ; _ �r___ . . . . . ._ . . __ __ . . . . . . . . . . . . . ._ . . . . : . . . . _ . . . . -- -- _ _ '�� -- ... ......... ......... .. ..... - -- - �� 1 .. .. , �.�; �., . ., . . . . . . . . . . . . .I. � ,_. . _ .- " .'i-ilil Il.i. .:.. ..� , .. �'. �: �'�:�: ��:. .. .. . _ , . - ;... . .. �.. . ... � ... ',... , ..�- !._____ _ ____ _ ___ �- __-_ __ _-__ - __-'_ - ___I- _ _-_ �- _-_ __ _-_ - __-_ . 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ROADwAY DESIGN HYDRAULICS ENGINEER ENGINEER �N������ � �d.:��T� DO NOT I;9E FOR i W ACQU[91TION 11�Ib1E1Ld�AIN I��` 1P1L?�N5 DO NOT USE FO CONSTRUCTION l/ \ � � � ��! � � � , � �� , � � � �� � � � / ���'� �, � � a � a�Fa �� 5� � �1�y ��,�� � � �. � uic --_ � ` 4 , 4_ I 1 � f I �'� � � �/ � � o �, � '�� �� i --- . � r�, — _ tJ .'� s`� s � _ < :i NOTE: SEE SHEET 19 FOR —L— PROFILE PERMIT DRAWINGS SHEET 22 OF 25 LEGEND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � z 0 w � 6 � � Ut a � 10 � PARSONS RALEIGH. NORTH CAROLINA / �.,, / ' : \� \ ' . � "�' \u� y` \��•\ \ r ; J � I / ` I � .:, _ I �� � ` \ ��� r' '4" �� j % I �," N s;� `�' � �� \�����i $.� � II' � I ;�<. '� rrJ. �,`� '� \.=.--�" i�� I �\ �`C/i��j �/ :�NTBa�o � /' a.r � o�rNa oE� aFra�� PoaTa„ � �, � �� � ��� ��c�� �`� V �,�! �'`E' ; �� F �. ��.' I IQ �� � 343 E. SIX FORKS��ROAD, SUITE�200 �� � �-15�5 � � � � � � o �������� , � },�' ' `^r� I�u� -��� �� /�'� _. RALEIGH NG 27609 Nun . � i I � � �^ � �"� . \����`�� �/— —� "��� --� .�� _.� ��8' -__ . _ � ��\ % ���_ ��—�— � �' .��� �.5�8�, � � � � � � � � �� ' I T—_� . , � � 1 "� 40' � S �S P � F � V / 15" RCP-IV � C � PROIECT REFERENCE NO. U-2524D RNJ SHEET NO. ROADwAY DESIGN ENGINEER � ,., � `� ��;�j �� I �� � i�� � j - L / � � N � o% ,, , �' �� � / 1�„� - /"� . , � \ � cb I g '' j � ' - - \� �� � � �eL �- � N � �, � � �� �" - — �r } ,_' " . . B' - � �n � �sel `� �'—` � _ � apa �i� " -el°"d"gi5 — �',' �- L3 �� � . H� . �� w 1 - - r � — `�8 - � l � -'� _ tl� � �$ ,-� ��� ���� � N �/m �\ � �I ' �_ T; _— o�;,«a , ; _- � � �Y� � I _ - _ __ __ _ __ � �, ' I ? �� `� �,�- t� �_�, � � _ ` ;i. � , , 5 8 � } � '�,��{`i \ �/� ,�,�� A�Eq. o� � – � � � a; ' � // � ua� , � � ' o ' ' , _�.�� !/ �// i —� ' � t�. �.i� �'�A,��� �� �2e � i ..."� � ' � ' ��. .�� �' / �� .. � � � � �� '�� . � ��_ � � ; __ _ `� - � t;�'.f ��I � ' b p ,: I T � r� �..'y �/ " I / g / � Lir�� � �1 �\\ 1� \\ � � . � � 1 � i . 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O _ _ _ _ _ _ _ _ _2 G I-F G _ 2 G I-F G _ _ _ _ O > >_ + � � � � O� ------------^ ----- ^ _ � — — — — — — — — — — — — — — — — — — 1B FSM 2GI LA � -------------------->-- N s z r � � �n � � J- - - - - - - - - - - -^ - - - - - ^ m � __________� 2GI-FG 2G1-FG Z RCP-III S TC8 J 2 U QC < � � � wz�a�- sp _ :�''s��%''� / / eOws H �s s 'V' DITCH BEHIND TOE PROTKTION NOISE WALL SEE DETAIL 30 SEE DETAIL I EST.65 SY PSRM EST.90 SY PSRM / DDE = 60 CY ✓�+ ,/�, . SCALE 1"=40' SPECIAL LAT. V' �ITCH SEE DETAIL 28 EST.30 SY PSRM � � � - � _ � - -- - � � o . � �� 4 �. I m - - - - - . I �� ����',��� � I �� ��0-- - - --- - � �, � TOE PROTECTION ' � ��' � � ' SEE DETAIL 30 � EST. 315 SY PSRM END FUTURE $BG STA.524-34.50 LT. � � �- � FSL� 2GI --- �I io �C _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � � m I I � �� ,� -�� � � ------------------------= -----J I �� �, — __ — _ — _ — — — _ — _ �'— — — — — — — — — — — — — — — — — � 36" RCP-IV FSM 36" RCP-III , — —.�: 2 GbA-'... __s____--�_----�.--_— ., —_--� - ------------------���---- ----, SITE 12 � P" I ____---__----------------------- --,� .► END NOISE WALL' 9 TOE PROTECTION -L- STA. 548-I-12.55, 75.00' SEE DETAIL 30 FS(,340 SY PSRM � r� � �/ ( ��Illll�/ \ \ `� � _ _ _ _ = � � . �S � � ` ' - -- � ?g _, v���l� '`a � s� _- -- _ 825 --� � � � � � ,\ ,' \g\9� s_, � � \� � `��� � �''. 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I � y ' � , . tia � � 1 ri I �� I � �I I I o � �� . � � � I ` 82 i � � � / � � I'� � � � � � I� "' o � �� I I /� _-'� \ � �'� �I � �� � i �� � 1 � `� '' I' �1 � V � � ' I � I � � / � ,' I I I I u'� I `�` � i� � �� � � 1 ` � � � � o I � � � �� � ( �� �—_ � I � i � � � �8�2 - � � � I I 1 � � r I � � � I � � � �o � � � � � 1 � \ __ -' � \ � ;�II �IS ��� \ ' �,��� l aoe�'�, i �� � � � �- sis_� --_ DETAIL 76 PIPE OUTLET CHANNEL J,5'�S , M ( Not fo Scale) r ��I� X�ryGtotfM N n �n� CI I�t-�-Rap x Geo�e le � B�NT NE�e C��var.oble� leng}h� 24.0 Ff. � d= P�oo ofBonk , i STA.521+: ,1_� DETAIL 1 'V' DITCH BEHIND NOISE WALL �Ho�ro S�ale7 PROPOSED NOISE wALL _ b �. .. �'" � --...., _ � rti � - ��n�T 7:/ �D �'�. __ Min. D- 1.0 H. � � pSRM 6= 3.0 Ft. Type of Liner= P50.M FROM -L- STA. 519 i 00 TO STA. 520 � 25 RT DETAIL 28 $PECIAL LATERAL 'V' DITCH �No��o S�alc� o� �F'ill Not�rnl p- \�a� Slope Gro��d 2:l p F\- _ .-'��. d _ _ --- Min D 1.0 Ff. f f Liner= PSRM Max. d= 1.0 F. ype o FROM -L- STA 520+25 TO STA. 520+50 RT SHEET NO. HYDRAULICS ENGINEER �N������ � �d.:��T� DO NOT I;9E FOR i W 9CQU[91TION �llA�1Lll:ariI1V d0� ll'lla�1V� DO NOT USE FO CONSTRUCTION a,�__. - - e2v azs \ _ ` - � \ �� I � - � / DETAIL 30 TOE PROTECTION �No�to 5<ale� O� caouHo �\ M1�P'�EA F I � d d_20 Ft. I 6-34-Et__ swvE Type afLiner- PSRM-. ROM -L- STA.520'-50 �O STA.521 115 R' ROM -L- STA.521+30 T03TA.315_-00 R ROM -L- STA. 520 i 60 TO STA. 524+00 �L �l ,5\\ L �� �� i i � � /� � g --.'}- � 'Y � .i�� . 6�g �t�y �^' \J ��� � _� .�\ `N �\ �' � 66R " � ..' .i �,j��_ ��;. � �} �Q � 4. ��. . ,���i/� '�„/\ \ �i;�• r .f.�. lB1 t� � I �ti�/ _��� . � � . �� . . <' � __ �� � . . � _ .� I � i i I �. m w / / `" �� � '"� � � _ f`>,'�.�"r��"3Y. , . - � �� 1 �� . �w�—N, . �I �/��8 / jfF �' I ` �' �_� � ;� � ; � � � - _ � V �� m�, \ � ��835------` \ �'��W`�1 � `B� ��y • \ � _ _ � \ ' �\ O �' _ - _ / �� ��� \ �\ � \ Q?9 . \ \� ' � •, BZS. � � SJ:' � PERMIT DRAWINGS ' ' SHEET 23 OF 25 \� �� ' -�� . LEGEND � DENOTES IMPACTS IN � SURFACE WATER NOTE: SEE SHEET 19 FOR -L- PROFILE � M OTSSINE S eFncE wareR 810 :1� 790 780 a-i-i-+i-i����-L+i-i�� F+F-i � i'i i i!, i i i 1 i i !! i i i i I+ � PROPOSED ROADWAY � ��- _ _ .� , __m_,____. 2:1 NORMAL � � PROJECT REFERENCE NO. SHEET NO. U-2524D ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER . i , :: � I :::: , , , i � _i ,:_ 1(�ffBE]LdNi[di�T Y8� 1P1L.�N5 . . DO NOT USE FO CONSTRUCTION -- --- -- -- - ,'�- ... .. . . �... �� ��... . . �.._ _.. : . . .II . . .I �. �. �. �. �.:.: . �. �. . . -.:. �. . . . .. I : .� �. � : : �. : : � � : : : � . : : : �. �. _ � �.I .. . .. . .I . . . .. .. . .. . _._. -.. .. . . . . . . . . : : : �. . I� li II� . �. . I �.- �: . . �.:.- . :: . . .li .II . . . li II : .... .I .. . i � : : �. : : � : : : . : : : : . .. I li . I . : �. . . . : . , . ,: : . ,.: : . . . � : .. . ... � . ... : ...i i illi iii.,i iiiil , iii,,, iiiii,��li lil. II�I .IIIII,I I .II.IIII .::.II. II � :�. .: �: :�: . :: . .:: � . :: . � :: . :: �:: �i .. .... . .... ..... ...... ..... —— �I I I I I�I II I I!I i li -: : „ ;- Illllll,il �I , II STA. 521 + 22.84 L GP ELEV. RCP800.35 tI �IIIII-t � ; „ __- - � I - SKEW = 91 ° � , f-� , {- ' : : ' . : : : � -��, � : : : ' ' ' , PROPOSED � � _::: NOISE WALL ,'� 2:1 NORMAL EXISTING LEFT – � TOP OF BANK �� --�'� 'EXISTING RI�iHT : EXISTING LEFT _ TOP OF BANK'��_ . TOP OF BANK _ , ' �� Q,00 EL. = 779.45'\��,, EXISTtNG RIGHT — _ � � � � � ,. TOP OF BANK -- ------ QSo EL. = 779.06' '� -- , �- , 1� � � 1 — � -' �� - — � _ i 1 � ` '�-- � ,�'� � NW�� EL. = 774.5 � , �� __ - �� �\\- - � __--_— , „ , � , , , , � . \��_---_ � � � _ , �mu��uu�����u��� ��a������o����m�����o������m�����a� -� u��u��u��u�u�u��u���u�u��u��uo � oom�iii�o������iio i����� i�oiii����ooii� 1 � � ' aau��� a����a�� ��ua���� naa��u a� �000��o�ii�oo v......y .......................v..... ■ oiiiiuoiiiio iiiiiuiiiiiio iiiiimi��� . � � �' � ■ m����uo����m����o������m����m���� • ��o����oo������������o��������������m���� ■ �mom�m���som�oommmo - - ■ ����n��hn����Ah��nAn��nAn��hm���� ��h������h������n������n������n������h��� �o��000��m��om��o���om�� uo����m����m����m����m����uo��� uuu��uu����uu��uuu����uu��uuu��� , ���u������u������u������u������u������u��� �m������o����m�����o������o������m���� 1 1 1 1 � ������������ ����������������������������������� . � �a����a�@����_��:�������� aEBE�lB3aEEE����EEE���3a��E���3aEEE€��3aEEE��63aEEE� � .... a=.. . a=.... .... 6'9l :. ...... ......� ...... ...... . ...... ...... .. .... .... . ............... ....... .. .... .... . ..... �e'�::C�C.���CT:� �TT�.��T'T�.�TTC':��TTT�7T■T : :�:�:C::: '�CC:::�::C�:::�::� :::�::��: ::::��::: '�CC::::::C�:::�::� :':�::��: :�::��::: '�CC:::�:m �. ..€ .�...� .� ..�..��� . . .�.. . ... . ...€ . ...€ . g . . . ... . ... .. ...€.. . . .€ . ... . ...� s e�Ee�E�e: 6=���e =m �:�='���e �» :e3� �e � ���� e=»����e������Ec€e��� Ee� o�� Ee� ���EEe�������e�e���Eec€���� ee� ,�B�Ee����� Ee�e�����e����� E� _��'_e ����'_'e'_�'e'_��_� e'_����:_e'_���� �e�'_���'_e: �� '_e_ e_�A'_e'_AA'_A '_ee'_'_���'__s'_'_���� e��'e��'_e'e'__���'_ee'_'_� '_e'e'_'_����_e��'e��� e��'e��'_ee'__���'_e'e'_'_� '_ee'_'_��'e SCALE 1"=50' HORIZONTAL 1 "=10' VERTICAL PROFILE ALONG STRUCTURE SITE 12 GUILFORD COUNTY PROJECT: U-2524D GREENSBORO - WESTERN LOOP FROM EAST OF BATTLEGROUND AVENUE TO EAST OF LAWNDALE DRIVE SHEET 24 OF 25 11/13/15 810 :�1 790 780 770 760 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 11 - L- 508+61 - 510+08 Roadway Fill 0.05 0.03 12 - L- 521+16 - 521+61 72"RCP 0.05 < 0.01 284 10 Bank Stabilization < 0.01 < 0.01 24 5 TOTALS*: 0.05 0.03 0.05 <0.01 308 15 0 *Rounded totals are sum of actual impacts NOTES: - Sites 11 and 12 will be included in the construction of U-2524D due to construction of noise walls 8 and 9 which span these two TIPs 2013 10 24 P �c W ro d � N V + M W d � m M P � 0 + v �j m �0 r- d N �� a �+ FN M Z � J 7 w Z� fd ZZS w�v w ^ ZON o,� Qao W Z ��w O a�� w ��a "'oaz �� o �aZ �oor Q� Z NN a pp M .J + �7�rnv m v �a >��� �wMN �6v +M O NV Z � �N �wa� o � >- �N�� �� U�a� a 1Zw �zM7� °� �Zm �} NOw ziofo � � � ui Z,8 OZOw� ao�Wa a V p d��Z� w °o�Z� � oi0 aaa�Z OZ�O� N � ❑� �>wQz � � K ���o� P M � U�O ���a� 0 � H W W 2 N V..� V..� � O O + � 0 � � N J � W Z J _ V Q< < �/��/�� I � �'� �� / - I����O• 1 � �'? � 46 PC 71 �, � / >A�w� � �,;1� ) � \ / <N � � �� 2J BSr \� � ; ���12� - / _ .00 RPAYB �R = z�0.0 � ]0' 8 780 00 A - �'z�.7 � ` \ 2_24 � �Y8 �,,� L13� a' �' Jf -05.00 ��6Z R � � � RPAYB � !�5 ' 1 4'3D"�,�.. JS� ,� � ;";.! � - � 4u�Ri 2F� � �at�4EkC�rY �ov �- ^v � cpW�-$-rqean o �_ ' S�E€ 4� / � � �z� �+J 165� ;; - �s���� RPAYB � � _ Q ` { 116.68' � I \ }� \1 �� �/ �-.�J ✓ �. -.h�-�/"."��.,.�/ � �,ni YLANJ' YLfti!'A/tC'U NY : � �X � � j ���1 � �,.�.�� � �� � � , r,�`' PARSONS .,'� : l+✓ � RnLEiGH, NORTH CAROIiNP, �9i9� 854-i3q5 \� / // / � � / � / J ��/� � / i � NC LiCENSE N0. F-0246 Q f � �' DETAIL 34 �"°"° s<°'e� DETAIL FSL � e � `� \�i /� NLVERT CHANNEL IMPROVEMENTS �F DETAIL FSM DETAIL FSR �� DOWNSTREAM FALSE SUMP FALSE SUMP C} \, �// ( I FALSE SUMP C} � � ��j/ iNo��os�o�ei o �Nof+o s�aiel �No+ro s�oie� �o r'� / aass �ir aas: �u� Outside Ditch � C3 J �/ Rip-Rap^ 2ip-Rap' Median Ditch . Troffic Flow � ��� , � `o� OutsideDitch _Izo�� � � �o.� �,'�S �ii � Na`�.oi ,;;eo Naw.oi '� o., zoa �, 9„ z, � z� t�.5 /�� � Gro�nd p �p�o'�s� round � I //�� � Geote.tile Geo�e.�lle �/ � � � � � Fobric Gi See Chan Below) ' , - 20' -�{ GI �� Fabd� GI � � / - � 1.5' Min. �� .a- 5 - e�c. �- S - etc. F $ - � *- �� �ry � S=Difch Slope � Proposed Di}ch S=Ditch Siope CE Proposed Ditch S=Ditch Slope 4 ProposedeDitch �j� E+` � �� D- Vories 'VeST��no TONS Cuss n aipRnP -L- 515+35 LT Ditch Grade L Ditch Grade L /� � � nv-'� To To o{ Bank EST. 320 SV GEOTE%TILE FABRI -L- STA. 511+35 RT . .J _. ( P ) 0.0% To 2.0% 20' Over4.0% To 6.0% 40' _L-STA.515+35 RT S 4" El ' ,. �,Z.qg'5 +45.00 RPAY ' - Over 2.0°o To .0°/a 30' Over 6.0% 50' 5.4�� 100.00' & 0 �� -L- 505+49 LT �' �,� ,�^� � . -L- STA. 506+50 MED '� f _ ",.� / � -„-r"'-`r1,--__._�tiw� ^,J i � ���.•✓�- -L-STA.575-35 MED �� / � � _- M_,.�.s. , f G � c�g `� // F� -,r /jEFaP - _ ,J.�� /��,t`:""L .. *� � 9�r� '�� ,f` � � � - � �� = ' � � , �� CORNWALUS DEVELOPMENT C0. � / ��� � ��`� DB 3449 PC i8a3 /� �n M � gI� �.� � ' i�/I � �r'�'_ � /114 � � OD ��?7f� '�'v'�'�' j � � � � � / � _ � / � ❑ ��� � �/ * a � �sFl���,�s e°�MR�st � r�""T✓�"'��,��`'"`�� $ % Z - % � W�z E�_�,W$� 2GI-FG �Li- 1r� � � I � .�� - �= - - +43.24 RPAYB 93.85 8 106.90' (n � /� - - � 3 � �(n / � � TRANSITION STONE y.- - - � � CL45S 'B' RIP-RAP � EST.10 TONS � � � � EST.30 S.Y.G.F. � � PROP.R/W � � � F� _ � � J � � � `� � _e�.- - - \ � � /' �' � /� PROPOSED NOI E �L 8 // / TO BE CONSTRUCTED UNDF�' 2GI-FG � � C� �li`] ir � .o��Q% I�c� ���---...---...��� - J - _ _ _ _ r 1003 �� - _ _ � _ _ _ _ _ _ ' _ _ _ _ _ _ _ FS 36" RCP-III 30" RCP-III 2GI-A - F� � � � � � � �'1� � � � � � � � � � � � � � � � � � � � � � � � � �', � � � � � � � � � � � � � , j, . P _ � � � � � � � �u5 i� �aN - �` ��kbP SEjS��AVEMENT STRUCTURE AND S� tl�`$:CE BARRIER ALONC�+ � NOI= kYALF�S 8& 9 TO BE CONSTRJI��Et9' � NDER U-2525C - - � �l,� � � .}_1"� % - ��'. � - .`f:. , � � � � � � � _ � � `.'�,;' � -S' „� j i oi s }��(/ / 3GI-A �r"-. 2GI-F �"E � -- �. ,.. _ �rY,�'� 100 . � � j RIP-RP.P AT EMBANKMENT SEE DETAIL 21 CL455 'I' RIP-RAP EST.10 TONS %� J �� R PUEh�' +23.44 RPDYB LA7ERAL �I� 86.08' v oiTCH �� +ao.00 SEE DETAIL � 153.28' EST.90 SY . �.A 04.89 RPD I +25.33 RPDYB ).Ol' - 95.98' SPECIAL LAT. � V' DITGH y SEE DETAiI 28 !I4:. E5T.70 SV PSRM � �- PDE �`- - PDE 'V' DITCH BEHIND NOISE WALL SEE DETAIL 1 EST.350 SY PSRM / Eip NCDOT / �i��l a�/ ��� � 00.00 �- � 175.00' � � PROJECT REFERENCE NO. SHEET NO. U-2524D 10 WW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ;ELIMIN�RY PLANS DO NOT C�SE PO CONSTRUCTION � � � � - - - � \�J � - � H � - � END NOISE WALL 8 � - �_ _ � === � -L- STA. 574+14.10, 81.51' LT � C W �f / N 2G1 W FSL � - � � 1012 W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N - - - - - - - - - - - - - _ _ _ _ - - - - - - - - -- - - - - - - - � °� O - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - � FSM � - - - �ri \ 2GI-A � � _ � � � � � � _ _ � � � 2GI-A _ � � � � � _ � _ _ � � � � 1007 � - - 1009 u- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - _ - _ - � � J _ - - - - - - - - - - - - - - - - _ - - - - - 1010 -- - - - - - - - - - V' DITCH BEHIND - - - W NOISE WALL � �� FSR� PROPOSED PAVEMENT STRUCTURE TO FSR N ZGI SEE DETnIL 7 EST. 120 SY PSRM 2Gi 1008 BE CONSTRUCTED UNDER U-2525C J m SPEQAL CUT DITCH 6 � SEE DETAIL 11 Uc+ U PROPOSED NOISE WALL 9 m3 �� � � � � � TO BE CONSTRUCTED UNDER � � � - � Q _ '� - -� � � U-2=24D � i � � � � �_ � � � � - / P ti PD o.00 --PDE��PDE � -- PROP.R/W E � iea.oa PDE � PD +oo.00 -�- ° � ,n^ ^^ +io.00 -�- �- PDE-�7T PDE +so.00 -�- iao.00 ��' +00.00 RPDYB 201.68' 8 zie.00, PDE ��% zoo.oa � �� ' g r� � NORTH CAROLINA DEPARTMENT 22a.00' 2t7.00' �� �Z OF TRANSPORTATION +90.00 -�- g g DB 4975 PC i249 zi9.oa a zss.00 li � R II c ^ 4 * 'V' DITCH BEHIND Y� �I_ y ��U��� _- N ^ NOISE WALL V - SEE DETAIL 1 �. -___ __________ � -O _______ _____________ � �+' +� ________-____ --__ Q E T. Y j � __________- _ , _________ - 402.1� _= - FI�'S?'� ___ - � _ � y _ ___ � . 0 -_____ --+��w�c1 � (/) �.€6�L;��N - ��t�- -� - �u�_�^'� Y __ � � _� � �_ /� -=�v- � - - - - , .. _ _:. ,r , ,-�. _ � �; / �� �' �? 11 - =M: ,,. : � � s�����u � � ( �` ` s. DETAIL 21 DETAIL 11 DETAIL 33 DETAIL 28 RIP-RAP AT EMBANKMENT SPECIAL CUT DITCH LATERAL 'V' DITCH � rv i io sroie� � N �eie� � H��o s o1e� SPECIAL LAo aRALa BV' DITCH vaRiEs io m��. �,oi F'u Di�ch 1.0'min. 1.5' N N -- Fill o� slape Grade 1;� Gro�nd p 1"h�. Slope NONraI b�o e� 6:1 d Gro��d ?:) Q Nmu.ai 6:� � Min.D- 1.0 Ft. d D GEOTE%TIIE Graund Mox. d-��� 1.0 F�. �ITCH PROFILE FROM -L- STA. 508+00 fo STA. 510+50 RT b- 5.0 Ft. Min. D= t.o Ft. Type otliner- Class'I' Ri�Rop Max. d= 1.0 Ft. Type of L'iner= PSRM Type of Liner= PSRM fROM -L- STA. 504+90 TO STA. 505+10 RT FROM -L- STA. 505+00 TO STA. 506+15 RT FROM -L- STA. 506+15 TO STA. 506+89 RT FROM -L- STA. 506+89 TO STA. 512+00 RT fROM -l- STA. 574+00 TO STA. 517+00 RT FROM -L- STA. 517+50 TO STA. 519+00 RT NOTE: SEE SHEET 26-2 FOR CURVE DATA SEE SHEET 18 & 19 FOR -L- PROFILE SEE SHEET 24 FOR RPAY8 PROFILE SEE SHEET 27 FOR RPDY8 PROFILE