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HomeMy WebLinkAbout20130477 Ver 5_U-3615B Modification Guilford January 17 2019_20190123�nsSTA�iEo,� G � �v�m_ oR�,4 � �y�CF�,+m���.. re y.�2C G �w;?0�".�-"-� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR January 17, 2019 US Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Dr., Suite 105 Wake Forest, NC 27587 Attention: David Bailey NCDOT Coordinator, Division 7 7AMES H. TROGDON, III SECRETARY Subject: Application for the Modification to the Section 404 Individual Permit, Section 401 Water Quality Certification and Randleman Lake Buffer Authorization for proposed widening from SR 1003 (North Main Street) and SR 1820 (Skeet Club Road) to NC 68 in High Point, Guilford County, Division 7, Federal Aid Project No. STP-1820(2), WBS No. 34962.3.FD1, TII' No. U-3615B. Reference: Section 404 Individual Permit, issued September 20, 2013 and December 15, 2014; USACE Action ID SAW-1999-21179 Section 401 Individual Water Quality Certification and Randleman Buffer Authorization, issued June 28, 2013, August 29, 2013, December 8, 2014, and March 16, 2016; NCDWR Project No. 2013-0477 Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to widen and improve Skeet Club Road to a multi-lane facility from SR 1003 (North Main Street) and SR 1820 (Skeet Club Road) between US 311 to NC 68 and reconfigure the intersection at North Main Street and Skeet Club Road in High Point. This permit modification request is for revisions to Site 1. Attached are the revised Permit Plan Sheets 5-8 and 26-27 of 27, Buffer Permit Plan Sheets 2-3 and 12-13 of 13, and corresponding roadway plans. Site 1 The roadway and hydraulic design at the beginning of Section B located at station 170+67 has been revised to improve a turn lane and lengthen the two proposed 66-foot reinforced MailingAddress: Telephone: (919) 707-6000 Location: NC DEPARTMENT OF TRANSPORTATION Fax: (919) 212-5785 1020 BIRCH RIDGE DRIVE NATURAL ENVIRONMENT SECTION Customer Service: 1-877-368-4968 RALEIGH, NC 27699 1598 MAIL SERVICE CENTER RALEIGH, NC 27699-1598 Website: www.ncdot.gov concrete pipes. This existing turn lane was not picked up in the original survey thus it was not accounted for during the design. The eXisting turn lane will be updated to meet NCDOT roadway criteria and the previously proposed reinforced concrete pipes will be lengthened. This is a design revision, so the two 66-foot pipes have yet to be installed. Guardrail will also be installed due to an approximately 7 foot drop off at the end of the pipes. There are impact changes to the jurisdictional features at Site L The permanent stream impacts at Site 1 increased from ll9 to 137 linear feet (+18 linear feet) and added 20 of bank stabilization. Temporary impacts at Site 1 increased from 16 to 30 linear feet. The total permanent stream impacts for U-3615B increased from 1,978 to 1,996 linear feet, bank stabilization impacts increased from 111 to 131 linear feet, and temporary stream impacts increased from 117 to 131 linear feet. The Zone 1 allowable buffers at Site 1 increased from 5,869 to 6,983 square feet (+1,064 square feet) and the Zone 2 allowable buffer increased from 1,671 to 3,793 square feet (+2,122 square feet). See Revised Buffer Permit Plan Sheets 12 and 13 for Site 1 impact amounts and see Table 4A below for overall buffer impact changes. Table 4A. U-3615B Randleman Lake Watershed Buffer Im acts (ft�) Final Zone 1 Updated Difference Zone 2 Updated Difference Impact Type Impacts Zone 1 Zone 1 Impacts Zone 2 Zone 2 Im acts Im acts Allowable Road Crossing 39,744Z 40,808 +1,064 22,001 24,123 +2,122 Impacts Mitigable Road Crossing 10,2872 10,287 0 6,151 6,151 0 Impacts Mitigable Parallel 90,736 86,004 -4,732 64,268 50,474 -13,794 Impacts Other Allowable 2,437 2,437 0 1,947 1,947 0 Impacts i Total Allowable 42,181 43,245 1,064 23,948 26,070 2,122 Impacts Total Mitigable 101,023 96,291 -4,732 70,419 56,625 -13,794 Impacts TOTAL 143,204 139,536 -3,668 94,367 82,695 -11,672 IMPACTS 'No mitigation required if treatment is provided prior to buffers under new Randleman rules. `Amount in original application differs by 3,478 sq. ft(Zone 1) and 1,674 sq. ft. (Zone2) due to Site 6 impacts moving from mirigable to allowable per DWR permit because stream is less than 150 feet. Mitigation No additional mitigation is proposed for the buffer impacts. The increase in buffer impacts are allowable. Stream impacts have increased 18 linear feet since the previous permit was issued. Mitigation is proposed for the additional 181inear feet. See attached NC Division of Mitigation Services letter. Re�ulatory Approvals Application is hereby made for a modification to the Department of the Army Section 404 Individual Permit as required for the above-described activities. We are also hereby requesting a Modification to the Individual Section 401 Water Quality Certification from the Division of Water Quality. In compliance with Section 143 215.3D(e) of the NCAC, we will provide $570.00 to act as payment for processing the Section 401 permit application . A copy of this permit application and its distribution list will be posted on the NCDOT Website at https://connect.ncdot.gov/resources/Environmental/Pages/default.aspx . Thank you for your assistance with this project. If you have any questions or need additional information, please contact Deanna Riffey at driffey(�ic,ncdot.gov or (919) 707- 6151. Sincerely, ����� �� ��- Philip S. Harris III, P.E., C.P.M., Manager Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List ��� �� �'CF �� � ...r.�`o ��,� "� -1�` �'`�"a � � J°�„� �-r4�� ROY COOPER Governor MICHAEL S. REGAN Secretary TIM BAUMGARTNER Dlrector Mr. Philip S. Harris, III, P.E. Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: Subject: References: NORTFi CAROLINA Environmental Quallty January 10, 2019 Mitigation Acceptance Letter: TIP Number U-3615B, SR 1820 (Skeet Club Road) from East of SR 1818 (Johnston Street) to West of NC 68 (Eastchester Drive), Guilfard County USACE 404 Individual Permit issued September 16, 2013 (USACE Action ID 1999-21179) and modification issued on December 15, 2014 NCDWR 401 Water Quality Certification 2013-0477 issued on August 29, 2013 and modifications issued on December 8, 2014 and Mazch 11, 2016. The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the additional stream mitigation for the subject project. Based on the information supplied by you on December 13, 2018 and January 7 and 9, 2019, the additional stream impacts are located in CU 03030003 of the Cape Fear River Basin in the Central Piedmont (CP) Eco-Region, and are as follows: Table 1— Additional Cape Fear 03030003 CP / acres� 5tream Cold I Cool I Warm Impacts (feet/acres) � 0 0 P 18.0 Wetlands �p�� Non- Coastal Rinarian Marsh Buffer (Sq. Ft.) Zone 1 Zone 2 (3:1) (1.5:1) 0 0 These impacts and associated mitigation needs were not projected by the NCDOT in the 2018 impact data. DMS is currently providing stream, ripariau wetland and buffer mitigation for the impacts associated with this project located in cataloging unit 03030003 of the Cape Fear River basin as required by the permits that were issued in August and September 2013 and permit modifications issued in December 2014 and March 2016, as shown in the below ta.ble (in mitigation credits): ��� ��� N4 o�paNYM E'MoryewcridlYly� North Carolina Department of Environmental Quality � Dhrision of Mkigation Services 217 W. Jones Street � 1652 Maii Service Center � Raleigh, North Carolina 2 76 9 9-16 52 919.707.8976 Mr. Harris TIP U-3615B January 10, 2419 Page Two Table 2— Current Permitted Impacts and Associated Mitigation Requirements provided by DMS (based on 2013, 2014 ind 2016 ermits) and Revised Antici ated Im acts based an miti ation re uest Total Permitted Mitigation Provided by Additional Impact Type Impacts DMS per Issued Impact (for Revised Total (feet / acre / sq ft) Permits (Credits) approval) Impacts* Stream 1,228.0 1,680.0 18.0 1,246.0 Ri arian Wetland 0.81 1.62 0 0.81 Riparian Buffer — Zone 1 85,024.0 255,072.0 0 85,024.0 Riparian Buffer — Zone 2 36,739.0 55,109.0 0 36,739.0 This impact and associated mitigation need were under projected by the NCDOT in the 2018 ixnpact data. DMS will commit to implement sufficient compensatory stream mitigation credits to offset the additional impacts associated with this project as detemuned by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. This mitigation acceptance letter replaces the mitigation acceptance letter that was issued on August 20, 2013, February 26, 2016 and December 14, 2018. If you have any yuestions or need additional information, please contact Ms. Beth Harmon at 919-707-8420. Sincerely, J e B. Stanfill S Asset Management Supervisor Cc: Mr. Monte Matthews, USACE — Raleigh Regulatory Field Office Ms. Amy Chapman, NCDWR — Raleigh Ms. Linda Fitzpatrick, NCDOT — PDEA File: U-3615B Additional2 �` � Q � �� North Carolina Department of Ernironmental Quality � Division of Mftigatlon Services 217 W. Jones Street � 1652 Mail Service Center I Ra�eigh, North Carolina 27699-7652 919.707.8976 �I �I �I III �I � • � V W O QC � � � � See Sheet 9-A For Index of Sheets See Sl�et i-8 Fo� Conventional Symbols 8TAT8 PR016C1' R6P8R6NC6 N0. U-3615B � DBeCRI%YON �e� e o � •� � V � � O V � A PORTI�ry vr i rnJ �rTv✓cw iJ W/THIN THE MUNICIPAL BOUNDARIES OF CITY OF HIGH POINT ����� �� ����� �������� 'CLEARING ON THlS PROJECT SHALL BE ESTABLISHED BY METH00 /ll' �- I ricni,imii�.�icY FLANS DO NOT USE FOR CONSTRUCT[ON GRAPHIC SCALES DESIG11i DATA PRO ECT LENGTH ��'repar� for � e North Carolin �� ep�zment gyDRAULICS ENGINEER o Trans ortation in zhe O ice o W ssv �ones FwNKUN aon� % ETHERILL su�reiea ADT 2013 = 10860-23524 � ENGiNEERrNG �����o„° 50 25 0 50 100 ADT 2035 = 17900=34700 LENGTH ROADWAY TIP PROJECT U-36156 = 3.349 MI Fox ,,,a,,a,�, 4`�f MOR��yC' DHV = 10 % LENGTH STRUCTURE TIP PROJECT U-3615B = 0.040 MI zmz sraxnann srEcrF,cnrroNs e`' 90: PLANS -- � D= 60 % TOTAL LENGTH OF TIP PROJECT U-36156 = 3.389 MI �GHT OF WAY DATE: EDWARD G. WETHERILL, PE sicNnruae: pE � _ S O 2 S O �J O � OO = � • PROJECT ENGINEER � o -— T 5 /o APRIL 27, 2009 ROADWAY DESIGN �'�y @ar V = 50 MPH PROFILE (HORIZONTAL) * n$T =2% DUAL 3% LETTIIYG DATE: GREG S. PURVIS. PE ENGINEER ros ywA�ee° �O S O �O 2O FUNC CLASS = OCTOBER 15�?O�3 �'ROJECT DES/GN ENGINEER URBA[�1 MINOR ARTFBIAL NCDOT COIVTACT.• BRENDA L. MOORE, PE PROFILE (VERTICAL) SUBREGIONAL TIER noADwar nEsrcx: ENciNEEn.xc PE� COORD/NATION SECTION PROJECT ENGINEE SlGNATURE: P/5 5 � 95 = °"� -L- -L- -L- TEMP PROJECT REFERENCE NO. SHEET NO. Pls Sto 163+703/ P� Sto 167+89✓7 Pl Sto /7/+5942 Nez•a�-qzE � 65 = 0'33'OOl �_ �`-�`-�� LTI �= 627'/95'(LTI RM� SHEETNO. _ � D= f 08' 45 D= r 3r 041 ROADWAY DESIGN HYDRAULICS .33' �o O �� � � �$ _ %ar � = n'jJA L = 4r1G��i ENGINEER ENGINEER 23.95' �T = �� ?'45"W EIP EIP 256.16' N63°52'56"E Lr � o.� � G J J Nez�4ai3��E 21.43� w� '8��� � 3 ST = 32A0' T= 386.86' T= 2/2r99' „ ,,,,����,,.,, E�P � o � �- _ _ .. 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SHEET NO. � P/5 S/o /+ 9A7 Pl5 Sto 163+703/ Pl 510 /67+89J7 Pl Slo� +/7/+594C2 N62°47�42^E �j�.-y �` .. BS � O�Z l gs = 0'33�OO.r �- ���'g LTI �- v�L7�19„l�iLTI R DWAY � SHEETNO. YDRAULIC .33' ��'..� Q I4i ' . . �� oN - � LS = ��.w.�ry D = f08'45 D = r�j3r04.r �AENGINEERSIGN HENGINEERS '_'45"W N63°52'56"E p�c„�� I � . � - � LT - P�.VV � - 7%2.�9 L � 4L5�% 23 ��� / ��, LT z T= 38686' T= 2/2.89' EIP EIP N625483 •E 21.43' , _• � ( ," � C � - ✓ e ����� ,� 1������I�i� E�P �oN� �� �� , ST 32.00' R= 5.000 R= 3a75.0�D' �"�H CAFOI���i. ��ZN CARO�'. zozn� � i � MON S62°38'12"W 100.46, j r.. o //� / ,��Q .:...........�'('��� ����,,0�.:........../����� � o2.W , o �„ �j l' DS - SO PH DS = 50 MPH : 2..pFE55/p^,..9 � -. 2.��EESS/pN99 ��' _ _ FLOOD PLAIN BENCH DETAIL "AC" �I �„ , � � SE - 0 SE - OA2 � :' �� �p�p� ��.��S��,Tg ; �' " RO = 5 E PLANS RO = SEE PLANS ' oz�8 %� ^ ) �2 s�e�'9g � � /� � 9c9or.ios�' �o c$Nsiyto � � �( �"�� ., �� � � �� s� :,cq•...�,INE � 5 ` �pp :.,GIN .: . enNK sjn�r�iznnoN , ' � �ia �� iP �� E ' FG �R���,J� ��...��ro���p`�: - Htl.DA H.PAiipH aiPana a � � �i��'f4Y5� ��J�. �� � �'�s-� � � � %eiP uun ��.uu��no. � GEOTEXTILE FAB. 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I ��� / � �- � �'�— DETAIL 20 � I — r LA7ERAL BASE DITCH � U, � �Norio smiel I I � B57 y I I � ATqiY Pl.A�VNiMG/OESM.N ' BRiOGE/Srl�K.7U�+£ OESKiN G�ounl �/ D � � f� Siope d P E RM I T D RAW I N G I I ' �WARD L. & T�RA K. �GAN � � GEOiE%TILE — B � M; o-2oF� SHEET 7 OF 27 � I � I ��' � � i x.d-��2.0 Ft. 'When B 'is �. 6.0' 2.0 Ft. \ 6=5.0 Ft. I 20,�g r _ � � 4 Type of Liner= Closs B Rip-RuQ (,� � � FROM STA.170+9�L- STA.171-65-L-LT. ��J �'.} � GI I I I '�. �\\ \\ �_/ lti! IMPACTS IN SURFACE WATER (DDES75 CY��EST. �TY. 9 TONS RIPRAP, 22 SY GEOTEXTILE) �� � � � I I I �'Jh � �\\ � -Y30- STA. 18+83 '� � � I `Y I � ,�7 \� �� (DDE 85 GV, EST. QTV. 16 TONS RIPRAP, 39 SY GEOTEXTILE) �' Q I � I �"' ioo� a� ioo� o �Q- � � �� � � �} � ��- cRAPHic scA�E � -Y30- PCS1 /8+59J4� � � � � � � I O � w a � v � 4 z � c u C 2 a � a + lol � � � � � � � � � � � � � ,� �� I I ,3 -�- srsro. n2+�o.so -c- r s�o. nsto� a� _ � �N � I� �Y���98� -L TEMP POT S�o.O8+07A8 BK = Q I I I gRE4JR s�otro� Evuolro� ti OFFSET = OAO' Sto 172+7050 BK = � � I �^ , � � Sto.172+7259 AH m°� = tt -L- POTS1o. l+36.38= �� � . -Y30- PTSfo. l8+1639 � � � -Y30- PQC�S�o.19+68.28 �� �_ � �` � �� �� � FOX RUN LAND CORP �`� � � �� � � SEE DETAIL �� ,� SEEDDETL ON SHT. 2D-1 % � /�� owHEF � �AEADWALL � ��SH�. 2C�3�& FL00�� �� P AIN BENCH DETAIL�"AC�� / R�SER �� / � / p0�0 j � I�" CMP \ s��IATERAL DITCH ,�♦ �� SEE AIL 20 � �1S � r TS � � i"� � i �r�fi����� �,�vrr� ��� ��" � � '� ��aa��,�� ���� .. . / ' .I a P�� � SHT. 2C�& FLOOD / I I I PLAIN BENCH DETAIL "AC" eZ 2 HIGH POINT CITY LIMIT .(IN) _ _ _ - - HEADWALL 2 �� \ � SEE �ETAIL ON g1TEMP PRC Sto. I%T'F%I„B�igZ � � - � B PLAIN BENCH DETAI� °AC„ „ SHT. 2C-3 & FLOOD � BI � BZ 2 � � .. ._ .. .. .. . '_ Sf BZ 2 � ' � /5( -i-�___ Sf--. _ ___--__-_Sf . n BZ 1 n v . � BZ i "�w G ww gZ Z nor M� sZ �sr� _i—sr- --�s SYSTEM `Z � o rYP� RE cM ° , . .B1 � BZ 2 BZ �-->�JS ___ - I - /BZ Z PU PSH P N' SEE DETAIL SHT. 2D-1 BZ � ���2 e2? l �/1 � Z z � I � I CB �� F� --F-- -F -F� I � I I� B _F_ . w 8 �Fi I� � — f . CB � ,p � �1' F � � ww z - F-- f F MON ca N 5T 39' 29.3' E cnT-, a� � --_,- d� � o�c exisrmc e� _ _ .- _- _ Exisrirvc-eivi - � r m�� j ? �� —BZ s�"� _ _— --���o �� �—� -- �W __ _ _ — ss = ss -- --- --��-----�---= ---- � `� � _ �B ZV1 _ ' w _ — �< � � _�- _----- — n - V _ 220' B57 _ — — _ �� — _— - �B ----- III = _ — _ — _ � �y � �_— - C.1 _ �� -- -- — — - r� _ nHnoiE � -- p �� - h p� — t--F—� � i 3 TONS CLASS B° RI A Q . _ ���F- oN — F— F -F— — F— — �F— � -' - '�� � � 11 SY GEOTEX7ILE ( � 2GIi � 1 � !i> � Ma � E� ,w �—�w exisriN� Riw �� Q MON ��rRnoN a� � 2G ' ��� � �� � BASIN #1 -Y30- PTS�o.2�'F�5.82 SEE DETAIL r�1 � B �r � � � � � �85.00 � � c,� ' I I D E � iai.00 ��'� 1p \� _ i.o � � I -32.76 -Y30 166.00' � N�UAM C.CURLM \\ � � d W� I � ss.is r \\ gE AI I �I � I c� II I A�' � • � _ MATCHL/NE STA �; f ��� _ i s��� ' Ex� ° -L TS S/ -L- -L- -L- TEAIP P 167+89J7 Pl5 S�o 172+06.50 Pl Sfo 175+8952 50'S4.9'fLT1 9s = 0'33'OOl p= 3'/q30A'fRTI D= f 08' 45.3' �.s = 96.00' D= 0' 45' 502 L= 772J9 LT = 64,00' L= 43524' R= 58AOOA0' ST = 32.0�' R= j�.500.00' OS = 50 MPH DS = 50 MPH SE = OA2 SE = OA2 RO = SEE PLANS RO = SEE PLANS SEE SHEET 19 FOR —L— PROFILE SEE SHEET 25 FOR —Y30— PROFILE � +36. 62.fi � Ob.(.b a �� �� -Y30- j�I � END � ��+80.37 _ I�II CONSTRUCTION '� �I �� M� �� i, s 0.182+pg,g2 � m ��li I SYST� 1 � � III I GARLAND A. BLAIR, JR Exq � II� I -- SC Sto. i83+58,92 23+Op,qp � S °s9 -��v- rvi �ro.i�* .w ��"�9 � � BEGIN �C STRUCTlO _ � -Y30- -Y30- -Y30- -Y30- -L- � � � � � ��� Pl S�o 13+048/ Pl Sto 16+79.88 Pl Sto 19+8279 Pl S�o 24+4p„55 Pls Sfo 183+84A3 �= 3'22'29A'lLT1 p= 5'27'525"fLTI - P45'44.6"fRT1 p= l3'l2'lL3'fRTI 9s = 4�3r24.r \�\�\ ��J�� � D= I' l6' 56.3' D= r pp� pp,p� D= 42' 58.3' D= 4 50' 06.3' Ls =/50.(ap' �\ �\�A V�'� �/�� �� L= 263J7' L= 27323' L= 2 L= 273A7' LT = lOpA3' \ T= l3/62' T= 136J2' T= 123A T= 137J4' ST = 50A3' �� �' R= 4.468J4' R= 2,864J9' R= BAOOAO' R= U85.00' � __ X,;� I � � qa� '�1 � �DENOTES IMPACTS IN SURFACE WATER � DENOTES TEMPORARY � � � � � eiP � ,��j . / � DETAIL 20 � \ �- ��� I LA7ERAL BASE DITCH � � �' \ �' rI � � I 1tior�o smial , A � I p b `�69 � � � l / \ �`�.� .,, � � 5�, I Ha��ral D . SI _ . \ � � I / Groun :/ l ��. F ppe ...� . :. � S H E ET� 8' RA�/11�I�G �� � �' I GEOiE%TLE B� M D-2.0 Ff. \ � .d.2oF, PERMIT � �� �7 �. t �w�,� a �_ . s o- z.o F�. � _ � � �_ � � Type of L'ner Closs B Ri�R \ _ `+��SS �� I I � 6=5.0 Ft. FROM STA170+9�L— STA.171-65—L—LT p� ... I � IMPACTS IN SURFACE WATER -� sTA ," ,e �,� "� - . \ � �� (DDE 75 CY, EST. �TY. 9 TONS RIPRAP, 22 SY GEOTEXTILE) � � ���... �� � � �� � -Y30- STA. 18+83 v ` � � � � � \ � � �� � (DDE 85 GV, EST. QTV. 16 TONS RIPRAP, 39 SY GEOTEXTILE) Q � � � � ��� ioo� a� ioo� � Q- �} � � \ � � / e � � �o. - - � � `"y � � cRAPHic scA�E �� -Y30- PC�1 /8+59J4� �� � � � �£� � '� � � � � Z O ^ w d � v � a 2 c C > c z a � a z o O + w z � � � � � � � � � � � � � � — � � �� � I � —����� � � -L- STSto.172+70.50 -L TEMP POT S�o.� FSE � � � � - \ \ ' I IN i s�otro� Evuolro� ti � p Sto 172+7050 BK = � Y30POTS15�o.19+68.28 _ � �� � �� - �� �^ � � sro.n2+�2.�9 ay p/�R� , / �� ; j � � O j � ; �M FOX RUN1LAND CORP . � AowALL / � I� � x I '� � A>" � - � Y ,�� r � "< ., ������ � V ' �� ORCN4RD KNOB ?-:��"�� � �, ! � i � sH7.�2C�& F�oo� �� � OWdERS ASSOC�0.i� _- �s�, �- R -� " P�,ntN eeNer� oerai� "nc" � � �� �w�/ ���i//� � ' h'� � " � � '" � . � "' � - - - HIGH, POINT�CITY LIMIT . (INl _ _ _ � � p � 4 ���A_9WALL i \ ' v � � ��� •�� ��_-. � BZ-�� _ , . _ �- � � - / B � - - 1=. '� _� _ _� : ,::__ __ _._ _ . � � /� �.. _�S ///�s+�r"��2��a°F�000 � ; -�TErI/P�'P St�F�',3�i,84-�� - u ' � e ��� �p AIN BENCH DETAIL1 AC B� � .�.{`� i � _ RISER /,. �u _ s -.... , -�, J � 1 / BI 1 �n ' {, , �� � � _ � - BZ 2 i ���� Qa�o � �. �� / g�—= s� _��St „��, � sz i �� � � �1 � �MP�.. \ �l/�� /� � �_-�— _ - — �.,BZ � . � ��i�.-LL&�,_ . � J _ BZ i ✓m _ I %ii � � - - �, :;, � y_ _ _ 5 =� ; , \ � SF � �, � TEM 2 _ � o PD N� RE�,_�,L � M ° , _ ,� ; � ' � � �_- "� L4TERAL DYfCH � ♦ �� 1 c_ -- ... . ... _.__ _ _ _ � � � ,"'��-�-� _ _ - I � I � � SEE �YO ti i„ -_. _ � 1 ; i � BZ 2 � BI � _ .; - _ _ / --_ 6Z-2 ,� "- 1 _ "Zi:r � �., _ ' � .. ��/ - - � _ " �p — + , � � AA � � �� / / � „ �� PSH ;: . - - � ��/� �� �,� i _- „-- , o� S:EE DETAIL SHT. 2D-1 -. BZ�.. __ I I,'�. �� PROJECT REFERENCE NO. SHEET NO. o �y � ' RNJ SHEET NO. , / ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � t�� � � ���� � , „ �.,,,, �,, „ ,,.,, � . ,oQ;��{ CARp�?�p .�`�Q�ZH„CARO!/,�'�. I. � � 2 oFESS/pN..s'�� 2.:�FESS/0,�;.9 �O. W � ��,d��v �� : �s�� ' I'� '� � `• 02�RAR�or,.' og xo cmvsx•R���75 I��+ / / cqFG SINpUV,;,,,, ',,,,, `NFINfs�,,,,,,`:? � ��' , ��,,,,. ,����� i �� - ���M _ �� �"� � � ATqN P1aVM�MG/AESGM ' BwOGE/Srli1K.7U�+£ OE9(iN • � • . � � L. & � RA K. �GAN � � � � � 20"e r � - t - i �44 � I —� � \\ ��� �� ��� � r � \ ; � �, �� � � I�., ._ ... � \ � — \ � ' I �i � — � '� ` � � . � , � �� is - -- _ E A�Ck'MOtlRE:�R -/ _ _ _�—. �� � J - - . � -Y 0- PTSfo.18+1639 � � � - PSH- ,c � . SEE DETAIL � ---- SHT. 2D t ' __ , � r '�iEA�1ALL � �� SEE DETA3L ON � gq4 '�- „ SHI. 2C-3 & FLOOD/ '��'PLAIN-@ENeFf-DEFAIL °AC"�a � % � � , �Z 2 a/W MqN _ — . D � � �' .;'� � ' �� ' ' ..; � � 96� .� � _ _ '� — � — e21 _ � � I / � %-*�-�c �1S � ,<, i .' �� I CB ���- � � _ .r.� .. - - - _ _.. . � � _ � — - � _ � ' _ r , ,- �� � `''^ _ F � 75 i /�-/ �_j / � � / � ... ,,,��2 � � 0��� /��, � / ,- �., � � � � B ' v � �// , „ � / � / .� �' . � - -- � —F�- .F -F_._ -F F� � � ,� , ... � . � - I � � ,� _ � � � 6 0�'-'�.. � � ' � .- _ _ _ _ - - - �F � —�'--� � �� CAT-1.. � CB G � �� is'f-_'� _ - � ____ - „_. — - ,- - - -�- F a w aiw .� , , �- _ AL�5i39'29.3"E �1��� _ �_� I � � , ,, " � � — F— ,ss, � „�, -"m" - � _ _ - - ca - � � �e -�- nroN- _ - ' ex rmc I�`�-a - - - r _ / � -�-� � F - �'• F � — ____ � sr �o K��, - _ - � �� �� _ �� � - � - m� � � _ _ � �� - �" - �_ � —_- 3 _ u=� — --- ,� A a_ F � � � ' _ - - 5� , s — �s -- , �� - 55 __�— -------- � �; � „ cs - _—=— -- -��_--_— -� �— — --- _------- -�— ;� � . _ _----- - -- ..► _— � - - fi — � �� 4�, — — — m � --- — --- - -� -- _ _ _ x CB .. n � IIv m � � .� � ----- — — � , � �� � . - _� -_ � � � � .. � I IN � .. -- � .- _ - , _ _ - . _ — �� _ _ _ . _._ . ._ !�_ - _ - - . _ - _ — �F .... coNc r�w _.__. G nm � .. _ . ` _�f= _ , F - . .. - — - - - _ - - _ - - . . _ _ _ —F_ - - - �oi �S�v��,-0L-ASS��B�_�� �� --�o _ - - � � .— —. -. _—,., . — -- � - _E— — �- F - . F — � ._ � --- , r - --- _ -. - — - — � - _ FGT.'' . ;a� - -' - n-_- 1:� , — = I�> 1 � _ � " ., — � '--. .,.� / _... , E� ----�R�w " . � �w ..._ _.Ex�srN� �w -� � ' ,�� � AS } A'c w � e 1 _ � ..h— \ / ,�c1 . �_ � � � F -- � � E . : � ' - , . moN - � � merl �'" -� - - �� z� �����¢ � ansiT4sa�t �� � C � - '� _ -� A. _ - - �I - � SEE DETAIL � - � — F—m �y PUE ,� _�' ,. . i i � ' � � � � - � - - � - J E-�—/ � , � �� _—- � s, Y30 eT-Sto. 2/fU5.82 � - PUE -"�� � � PUE � :-� �,-.� / .�,�..s / , , ...- � - _ . -- - - _ � \ - - � � l = � �-- � i j / i � � � � �sss � ' - �' �S � -R�P_��� � ,�„�� �� � _�-- - �..� . ,� � � v' .... _ _ .... �E _ / — ^ B . .. �_ _ � � . ' 85 b �, �� -- � � � - � - � z a, ,� i �� 99 � -- � v � �� � ' ,4,.00 l —' �L - CSSiO. l7/+74.50 � /�', , ' >s _ a �� , , � � � � d � V � _ � ' - , o � � � �� / �/ � �� � i =- �`` � m� � � � � -a2 �6 �vao � � ieQ Q� � � � �; �// / /, — � MItU4M C. CURLM \\ � '� � � �a es i� _ — - " '` ` � !�� � �// � bss- — � '"1 � =�� � � a, - - � � ' - � - E ni - ---- - - - ---- W� � \ " / � � /�mLfl— �� _.I .. q _ \ � _ _ \ / � '\ \ ` v� ' B � , I I ` /�\ \ �/��6L�/ � �/�/ / \ � � ��.,-__ ' _� . , � _ - . �,. \ 9F \ I ___ � � � �y6 � � _ / / � A V � , \� / � / i � � �s� \ • . \ \ _ 1' -� � r � � � � � - - o � �/ _ .� j ' � c �, � � E 3 f � � R;'" � Ex� � — _ - / A ij /� � , ' 'NA H[/N � V ` �N Po� � � , , i � � �� \ � W �,� %� -L T S`�a:182+0892 " i , s�az _ a __ � � � - � �� / �� �� m a � '. � � � �� � SYST� 1 ���= — ,� � �� _, � _ , _ _ � . -L- �� -L- � __ -!= TEA7P � � � � � � ��� . �„ P Slo.2IiF80.37� � 1� �� � � � ��� � , � �-167+89J7 .' Pls Sto 172+06.50 Pl Sfo 175+8952 I � a�� �� � ��, � �`. � e�- snrt�,wD n. e�ae„� � -�� � � 50'S4.9'fLTI 6s = 0'33'�Ol � Q = 3'l9'30.0'(RT} �� ,, ��� _``�� -Y30- \ � � E's�°;ti s � � a � = r oa� 45..� � = ss.00- _ - � � � � ���� I � `� � EHo � � _ _ � � � .'r �I � -•� -� CONSTRU� � �w � R,w � � � - � - � D- 0'45'�502 �� 5/0. 23+03�4/ � � � L- 772J9 -� .� .��' L= 43524' � CTIQN �, p� I T - 386.86' ST - 32.0�' T = 2/7.68' � � � � � � � � A ��� ��� - _ ���5 .183+5892 � ` -- R - S.00OAO' R = 7.500.W' '+as.na�=rao- �� �� i � �� ���� ' '�A�{`i'�NE STq,2--3.f�. ;� A OS = 50 MPH DS = 50 MPH ez.es•,ex. ww - SE = OA2 SE = OA2 SEE SHEET 19 FOR -L- PROFILE 9 I � I II ' \ � ' � RO = SEE PLANS RO = SEE PLANS SEE SHEET 25 FOR -Y30- PROFILE �'I9 S ' f� i,. - WETLAND PERMIT IMPACT SUMMARY L HanC1 txisting 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) 1 170+67 -L- 2@66" RCP 0.01 <0.01 137 30 BANK STABILIZATION 20 2 180+59/186+46 -L- RELOCATE CHANNEL 2.20 594 10 3 197+50/204+26-L- NAT. STREAM DESIGN 699 10 760 3A 199+27/199+95 -L- 2�54" RCP <0.01 <0.01 38 10 3B 208+63 -L- 48" RCP <0.01 <0.01 109 4 BANK STABILIZATION 10 3C 201+27/204+76 -L- NAT. STREAM DESIGN 0.67 <0.01 63 4 218+72/219+72 -L- 2Q30" RCP 0.13 <0.01 5 231+60/232+27-L- 30" RCP <0.01 0.01 <0.01 131 16 5A 232+871236+40 -L- ROCK FILL IN LAKE 0.01 6 237+28/239+38 -L- BRIDGE 0.19 0.29 SUBTOTALS: 0.13 0.67 Q.01 2.45 0.30 1801 80 76d Note: Revision on 10/2/2018 is on Site 1 only and due to added turn lane. Revised 3l91l05 WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS 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) 7 12+20 -Y35- 42" RCP <0.01 <0.01 49 19 8 266+36 -L- 8'X8' RCBC 0.03 <0.01 186 32 BANK STABILIZATION 101 SHEET 1 SUBTOTALS: 0.13 0.67 0.01 2.45 0.30 1801 80 760 SHEET 2 SUBTOTALS: 0.03 <0.01 336 51 TOTALS: 0.13 0.67 0.01 2.48 0.31 2137 131 760 BRIDGE SURFACE WATER TEMPORARY IMPACTS = 0.29 a.c. (Work Pads; See Sheet 9-A For Index of Sheets See Sheet i-B For Conventionol Symbols ;l ^\ _ I �`^ V M � ., � V W O � � � � � A PORTIOiv vi � i��.� rnv���� �� WITHIN THE MUNICIPAL BOUNDAR/ES OF CITY OF HI�H POINT ?FFN B RO � � � � � � � � � � � � z �" 0 � �. � fSJ i ��� ��< w�,� ��_ � �: �� >�� tnfHL fA f9l �,�_ �,�t ��a f» f», ff3 �3 � •� � V � � O V 3 � � l > ����� �� ����� �������� "CLEARING ON THIS PROJECT SHALL BE ESTABLISHED BY METHOD lll' I ric�i.ii•uivr�nY PLANS DO NOT USE FOR CONSTRUCTION GRAPHIC SCALES DESIGN DATA PROJECT LENGTH a� Pr�Pa sT a�sror:ahon �n�rhe' o��e of:"`�"` �'��v�cs ExczxEEn �ETHERILL s ����� �o� o��sui e ioc 50 25 0 50 100 ADT 2013 = 10860-23524 � ENGINEERING No`�F�03i ADT 2035 = 17900-34700 LENGTH ROADWAY TIP PROJECT U-36156 = 3.349 MI ,�, „vds,a,�, 4`of �oery�' DHV = 10 % LENGTH STRUCTURE TIP PROJECT U-3615B = 0.040 MI zotz sraNnann srscrFrcarroxs :� 90. PLANS ; D= 60 % TOTAL LENGTH OF TIP PROJECT U-3615B = 3.389 MI RIGHT OF WAY DATE: EDWARD G. WETHERILL� PE SlGNAT[JRE: P� A a rJ� 2rJ 0 rJp �OQ = p * PROJECT ENGINEER y o T 5 /o APRIL 27, 2009 ROADWAY DESIGIV �'s�, ��� V = 50 MPH PROFILE (HORIZONTAL) * TTST =2% DUAL 3°/a LETTING DATE: GREG S. PURVIS, PE ENGINEER �OF pp�p�e� �O S O �O 2O FUNC CLASS = OCTOBER 15� 20�3 PROJECT DESIGN ENGINEER URBAN MINOR ARTERIAL NCDOT CONTACT: BRENDA L. MOORE, PE PROFILE (VERTICAL) SUBREGIONAL TIER xoaownr nssrcx: Excr,vssraNc pE COORD7NATION SECT/ON PROJECT ENG7NEE SIGNATURE: � � � � � � � � � � � N62°47'42'E 23.95' EIP E�p 256.16' N63°52'S6"E N62°48'13"E 21.43' E,P zo� �� MON S62°38'12"W �-N-�� FLOOD PLAIN BENCH DETAIL "AC" BANK STABILIZATION _ NILDA M. P RIpRAp B„ � SOQB � � GEOTEXTILE FAB. Pe �a� rc ozc N.G. � � 2 21 21 min. (TYP.) N.G. OF 5' BERM - 2� 0.5' � 5� b=5 FT. GEOTEXTILE FAB. � NATIVE MATERIAL T INV. BUFIED 1' -L- STA. 171+�g ��O.Op� i33.oa� (�DE 75 CV, EST. �TY. 9 TONS RIPRAP, 2 SY GEM�%i • 562°46'32"W 128 04' EIP S62°48'02"W �< r � � � � ' • � � -L- TSS�o. i63 `� <� i r ❑f ' � s , N� � � _ �� , (�k� DECK1 � 3 I �,W x W I � X � � \X\ ISBKD X i � qe•�H�k� i � � xuRrsFo I � � �� s � � J aB�123o� o °i l$ � � � — � s3 � I/ � i � ISFD = II x ENCE CURT�SII � � / ' � � I � �SYRIq pFx '� i� ���/ o- ' � � I� n � s�g� a / l ��l � i £� � � ��� � a� ��� � � � � I SutH 4SSOC.OF t �� � � 'a � � s � 3g� � � � � ��� � p3�AD ly� �N� �� � � _ �� _ � � coNc � / � _ e9 aIP ON I � ___ \ 9� � � �� s � - � I 3g9 /ti � / O EiP �5"coNc f � �� co Eia a Ei �� O y o� � �\ w �M4 r 8 � p � � q.� S79°3�,3z m /� �� l �Bd o �ti� �% 3g \ � \\ � \ /Bp �EIF \�N� I J� �� ✓/ � g � � � f/P / ��CON \ C / N/ � / � -L- _�°°ob,/c� -L- -L- -L- TEMP Pls Sto l5 + 4A7 p�s S�o 163+70.3/ Pl Sto i67+89J7 Pl Sto l7/+59.4� 6s = 0' 2 l es = 0' 33' OOl �= g��g LTI �= 527' /95' Ls = 96 Ls =%(a0' 0= � 08' 45 D= I' 3Y 04.� LT = 64 LT = 6qA0• L= 772J9 L= 42531' �- 3 ST = 32A0' T= 38686' T= 2/2.89' l� R= 5.000 R= 3,775A0' OS - 50 PH OS = 50 MPH /� � l r� ��� RO SBE PLANS RO = SEE PLA � � � ISFQ e` \ v � � � � � "� \ / �� NC NI53g, 4i /5gE\/ � ` ` ��R ���K�p� .? �p�R PC�p� ` -18D"CONC �� NJ3 0'28° k � � E S � C4R y � ] k ��5 � LE, �� vB �d�,,� r2 �i m /// /// � �� II �����,_ ia.ammc �� �� � � � ��// EIP II ll ie.c-coNc �� �,�� �� � Y,_ �so.a,,�� - 68° W N� ie.acomc � '�� q f 1SFD DII - o W 0�86 A.i � � � � � e2 p� � 69 ��� � S � �I E,PI I�� � II I5' CONc Nc __ �- IS" CONC �/ �� 18" CON�" V- EI � � XisTirvc Riw I EIP � \ 7_ � � - 3gg -� EIP f � � �� SS �o� �� �� �i —_ 2 I � �E � / t�: � J � / Z I /S�j � - EIP � 'O ISFp K Q �' ���� Xr�� POOL � �X �, s � �.\ � 90�� � IC� /2' � � � y � a � �a I � � e2a ��_ °'° � � �° TE�E OF PRAY � , �o � � =��_���� --- "� � `n' � �} � DEL�VERENCEE M� ^� � �' � � �� ecrr— - -- � I � �Si31 p� �� � �,No� / � �—;. —.____ sKe� cme Roao z2o� � � 068 PC 02I � �� � �o ��/ � � � eo� �I� � � � --__ _ . � oi°i � \pN ' �j � � '�����44��,, Nl � j'� 'r �B i E%IS� Ri� rt � �� � � fii � �v' EIP � � o �� � ``r � c-�1 II "t'� ��Qi�� J �Fl I iSFO coNC � � �v' ��Ph� 3 r��e � �v',.�t'� �" I` ���i' ;�0;�4,'4i' 4 � 41' � ��� A M. SlR � � � �' P�C� � ���� �� v � ��o � �/ wAu �,,� ��� ���', � /� � / � x ts 4SSOC � 1SBKD T � ��' L � � �% J � �� � ��� — NHA � � ����5P��3�YLE � � o�� / O � iee.=� S65°ql'If"W �\\\\\\ ALLOWABLE IM�O �TS ZO 6ti o50� °' � 5° Sa�4\HIC SCALE Nti0 B�2 9 / ,�% o2e . _ -�. m 30L2� � I EE i 8 N ��,,g�.Q � °� J oa � �a' � / �� � S T. A ews on�� EE �,r, � / � �� . �,,, e5.53� � � N�� p� 5 ti v '45'43'E � .3 / / � SO��J 05 �m ,vo / v�`'� � / ti� �1 / �o `V� q� BP 4r' o� / � ���� � '(4� q6•� � / • c / �/ N3� -L- STSto.159+08A7 � � � i �� � � �� �5°� �\� � � 396 � � ce- 2 //�\ � ` �4y / . �Ill \ -L- CSSto.158+12A7 �o�,�� ���'��,/� ������ ALLOWABLE IMPACT ZONE 1 100' 0' 100' � y� - N� 'e �.11� 98" WD XJ 'BdCONC zp03gE f r� � � £� ro ��p � �� �/ e�P �64'u' �M �5N4� �26.�9, /B,p�CONC N,0°0g'Ip^E / X� / � I DECK a :� � j p� 3 ��w �� \ / � �$ k �� � � �,� rn� �,. � � ,$.� � � � � � ^O 0 �� �/ o� w9 �aEcnoN o� D c0� D / �11�= ��. 9 � � f �c•T9\ 1 . , u ��� �II mm oll � N II � I, � ZONE 2 � � ALLOWABLE E � +46.53 EXIST. RNJ, 60.00' .78' SITE ��� zc HEA ALLr / ko�s�i"S��gz�� ZO ��S�N� sc � i }�t � � � � ' _ io �" BZ,� g1 Z WLLUAM C. CURL DB 1108 PG 0880 � PROJECT REFERENCE NO. SHEET NO. RM/ SHEET NO. :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER IN��I�Il�1L1E lE Il�1LAN� DO NOT USE FOR 6 W ACQUISITION 1�I81Ed.d�ffIIN 1�� 1�ILi�N.� DO NOT USE FO CONSTRUCTION BUFFER DRAWING ORCHARD KNOB S H E ET 2 O F �� ONNERS ASSOCiATWN pB 727� PC 26�� PB 157-T2 —L— STA. 169+46.53 POC END TIP PROJECT U-3615A BEGIN TIP POROJECT U-3615B 2 � � ZONE 1 ALLOWABLE ZONE 2 ALLOWABLE i -�� eo.o�esr -- �. — e N 53�� � ' 06' �d .0 ^-%G,'�'O __ � �8-�W °59'0 ' 6159'09" S6 °5 +. . n � �O��S �� N 3 � N O � fz 7 �w\ �W�_� mra� tN0 TqKEI 5 0 � , - mTAKEI � - � �, � � - TAKEIm � ��' iN -- �' J DI i a" � � ��,�PLAIN BE i //,s S� / I� � "� ati LOWABLE / � / �i� z � � � � � � � � � � � � � � � Z �� � �� �� �� �� � �� �� 1QB40 '12' // is� isoo g5pp �� , ;� N5o0 19500 L n� -�- lleil� t s� -�- SR /820 � j� SR /BZO 100' � cR 0' ■ �3� ■ -Y30� -Y30- -Y30- -L- 13+04.8/ Pl S�o 16+7988 Pl S�o 19+8279 Pl 5/0 24+4055 Pls Sto 183+89A3 p= 3' 22' 29A' lLTJ p= 5' 27' 525' fLTJ - � 45' 44,6' (RTJ p=/3' l2' 11.3' fRTJ 65 = 4 3/' 24„r D= I' l6' 56.3' D= 200' OOA' D= 42' 58.3" D= 4 50' 06.3' Ls = 150A0' L= 263J7' L= 27323' L= 2 L= 273A7' LT = lOpA3' T= 13G62' T= 13672' T= 123A T=/37J4' ST = 50A3' R= 4.468J4' R= 2.864J9' R= 8.000.00' R= IJ85A0' ��p FLOOD PLAIN BENCH DETAIL "AC" SR /8/8 JOHNSON 5T. EST. �5 AADT BANK STA�ILIZATION 2035 CLASS "B HIPFAP GEOTE%TILE FAB. N.G. �\\\\\\ ALLOWABLE IMPACTS ZONE 2 2, ,�� z, 2' min. (TVP.) N�G. OF 5 BEFM - 2' MITIGABLE IMPACTS ZONE 1 GEOTE%TILE FAB. O 5 �'S b=5 FT. NATIVE MATEFIAL INV. BUFIED 1' L- STA. 171+7g � �DDE 75 CY, EST. �TY. 9 TONS RIPRAP, 22 SY GEOTEXTILE) MITI GAB LE IM PACTS ZO N E 2 (DDE SSTCY,�EST3 �TY. 16 TONS RIPRAP, 39 SY GEOTEXTILE) ������ ALLOWABLE IMPACTS ZONE 1 -L- STSIo.172+70.50 S I T E 1 5lorro� �vuouo� � s+o n2+ra�o eK = Sto.172+72.69 AH ��/ / / O �� G �///// /\ � YiEADWP.LL � ��SH�. 2C�3�& FLOOD� � � P AIN BENCH DETAIL1I"AC" / R�SER // F p� / ��� �P��� /� -�CM DITCH 20 i �: -L P��° � ZONE 2 ALLOWABLE ZONE 1 ALLOWABLE -L- -L- -L- TEAIP 167+g9J7 Pl5 S�o 172�06.50 Pl Sto 175+89.52 50' S9.9' !LT! 6s = 0' 33' OOl p= 3' /g 30A' fRTI D= l' 08' 45.3' �.s = 96.00' D= 0' 45' 502 L= 772J9 LT = 64.W' L= 43524' T= 386.86' ST = 32A0' T= 2/7.68' R = 5.00i10.00' R = 7,500A0' / OS = 50 AIPH OS = 50 MPH SE = OA2 SE = OA2 RO = SEE PLANS RO = SEE PLANS 1 BZ LATERAL BASE DITCH (ry ��o Smle) GEOTE%TILE � �g 'Whan B is < 6.0' Type of Liner= Closs B I FROM STA.170+95- � � � Q° �� � s�o� Mi D=2.0 F. x.d=2.0 Fr. =2.0 Ff. 6=5.0 Ft. -t- rui �ro. nv+vi ,vr = -L TEMP POT S�o.O8+07A8 BK = OFFSET = OAO' m°� n � \ FOX RUN LAND CORP . DB 3709 PG 20�0 ITIGA LE _ BI � BZ 2 -Sf BZ 1 \" �Sf� _ � —s� �BZ 2�_ PSH SEE DETAIL SHT. 2D-1 — F— _- F— � . - E%ISTIu� � � � E%ISTING__ W� d� � F 1 � � �? 7M F— — F— � 'FM� M�w. CB n � ��� �� � _� I I , f I I BUFFER DRAWING � SHEET 3 OF 13 �I I � I\ � � �� � I � . � � � i �' � ���TE 2 �� � � ZONE 2 °0 � I I II ALLOW���csf �8+5��4 � � � I I I I ZONE 1 � '� � �. ALLOWABLE I � I� I � IN I I . �� i� � -L - POTSfo. l+3638= �^ I? oi I � -Y30- P@CS�o.19+6828 �� � �1 I �` HEADWALL / I 3 03 � HIGH POIIN2g�H LIMIT¢�(INA� � I oaI o I �y 41' W � PROJECT REFERENCE NO. SHEET NO. RM/ SHEET NO. ROADWAY DESIGN HYDRP.ULICS ENGINEER ENGINEER dN��1�Il�1L1E ]E 1�1LAN� DO NOT USE FOR ! W ACQUISITION 1�R1E1Ldl�i[dN ff8� 1�1L.s�N� DO NOT USE FO CONSTRUCTION e� _ _ A�QWARD L. & T�RA K. �CAN \ � � � cOB 3504 PG 2W5 �`tiP8 �fi �G 093 � � zo.�esr � �"- i l FF4 � - � I�\� �\ \\ ��i � � \\� ��� ONE�L � � ALLOWABLE uo �uy.Py�� i L {89 u65 I -r30=L PTSP�f1G39 SEE DETAIL SHT. 2D-1 /%Z�■OTNyE/�2p HEA/-�V1-� A�L-V�P1�__ SEE DETAIL ON SHT. 2C-3 & FLOOD PLAIN BENCH DETAIL °AC" YSTEM 2 � �-�JS- -- PU 3 . � BZ 1 90 �BLE _�°� � � I F� 'p� _ -F_ _ -F� I _e. xev o� 2� F CAT-i ?II � I V � � _ � ' - --- - _-- - _ — —�------- — � �� �► - _ - z2a esr — — — om ____ — _ _ � _ — _— -- — - � o D N � + �► — z--F —� -- a Nc Hw �+ �� F— — F —F-�� .F— _ — - . . � 'F— — F— \ 2GI � E aiw -�yw —�w ens�e aiw � v � E MON o� oN �ti�� PUE �p E-er— 30- PTS�o.2/+05.82 � � � � �M�TIGABLE ZONE 2 24 P-III ' �ss�o.l7�+ � `�� � � ALLOWABLE � �o � �--/Si-�----- Sf S� � �.� 1 BZ Z NE 1 LLOWABLE bti�ZONE 2 1 ALLO ABLE � � I � DB ;;OB GPGURp880 \ \ � � �Ae� \\\ • � � � \ � � . �\ � �' /<� � �v I l�J ���\ Aesr \\ ✓i� � � � ZONE 1 � ALLOWABLE � � ZONE 2 "�" ALLOWABLE a � _„ �„_ I / � END � CONSTRUCTION � � a � I\ • � + � ¢� � 11�SYS( � / Rw � 0 i ; � ��� �� aAs�N �, SEE DETAI Z� MI � � I�I�f I i III EX5 N I �� ��� � II�I �III ,�e�� ILE [G BLE -L TS Sto.182+0892 SYST� 1 GARLAND A. BLAIR, d ZON P 729 MIT����+ � SC S�o.183+5g92 � � dti NW � 2 Cx.t Q � BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT ROAD PARALLEL ZONE1 ZONE 2 TOTAL ZONE1 ZONE 2 TOTAL ZONE1 ZONE2 SITE NO. STATION FROM/TO) STRUCTURE SIZE / TYPE CROSSING BRIDGE IMPACT (ft2) (ft2) (ft�) (ftZ) (f[2) (ft2) (ft2) (ft2) 1 170+02/172+39 -L- 2@66" RCP & 24"RCP X 6933 3793 2 180+10/187+26 -L- LT RELOCATE CHANNEL x x 3975 2546 31061 13632 ROADWAY FILL & 2A 187+45/196+55-L- LT GRASS SWALE x 245s 5�i� 2B 192+48 -L- LT RIP RAP PAD x 51 3 197+50/205+22-L- LT NAT. STREAM DESIGN x 52a8� 31125 45810 2sa2s 3A 198+75/200+23 -L- RT 2C�354" RCP x 221s s23 3B 208+02/209+14 -L- LT 48" RCP x 696� a638 3C 202+96-L- LT LEVEL SPREADER x sa 4 221+87/223+01-L- LT 2' BASE DITCH BYPASS X 1166 ssa 5 231+05/232+65-L- LT&RT 30" RCP x e5s2 a22e SUBTOTALS=: 2s819 16941 86004 50474 45810 29829 Note: Revision on 9/27/201 B was to Site #1 only. This reflects the changes due to the addition of a Lateral Base Ditch. Totals were also revised. Rev. May 2006 BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. STATION {FROM/TO STRUCTURE SIZE / TYPE CROSSING BRIDGE IMPACT (ft2) (ftZ) (ftz} {ft�) (ftz) (ft2) {ftZ) (ft2) 6 237+28 /239+38-L- BRIDGE APPROACH X 3478 1674 6A 240+18/240+81 -L- RT "V" DITCH BYPASS X 1271 834 7 11+52/12+86-L- LT&RT 42" RCP X 3933 2a�i 8 265+24/266+91-L- LT&RT 8'X8' RCBC x sso2 4s5a 8A 271+16/273+92 -L- RT 30" & 24" RCP x �22s 2536 1385 1493 SUBTOTALS=: THIS SHEET 9908 7455 10287 6151 SUBTOTALS=: SHEET 1 29819 16941 86004 50474 45810 29829 TOTALS=: 39727 24396 96291 56625 45810 29829 � � � � � � � I I � • � � � � ����� �� ����� �������� �������� �� �������� See Sheet i-A For Index of Si�ets See Sheet i-B For Conventional Symbols ?�� e O � � U y � • � � V � � O V � A PORTION OF THIS PROJECT lS WITHIN THE MUNICIPAL BOUNDARIES OF CITY OF HIGH POINT NCDOT CONTACT: B. Doug Toylor, P.E, PROJECT ENGINEER — ROADWAY DESIGN UNIT "CLEARING ON THlS PROJECT SHALL BE ESTABLISHED BY METH00 /ll" PLANS 'RUCTION P�epore0 ln �he Office of: HYDRAULICS ENGINEER DIVISION OF HIGHWAYS GRAPHIC SCALES DESIGN DATA PROJECT LENGTH WANG ENGINEERING COMPANY, INC. STATE OF NORTH CAROL7IYA ADT 2008 = 9600-23400 CARY, 11l C. 50 25 0 50 l00 ADT 2030 = 18100-40400 LENGTH ROADWAY TIP PROJECT U-3615B = 3.438 MI Fox Nonrrf cnrcoc.xn nErAnr,xENr oF rn.�xsroxzarrox DHV = 10 % LENGTH STRUCTURE TIP PROJECT U-3615B = 0.040 MI 2006 STANDARD sPEciFrcarioxs PLANS D= 60 % TOTAL LENGTH OF TIP PROJECT U-3615B = 3.478 MI P.E. 0 ao ze o ao �oo T= 5 ° RIGHT OF WAY DATE: CLIFTON T. REGISTER, PE s,cNATuaE: �E V =�JO MPH PROJECT ENGlNEER ROADWAY DESIGN ST9TE DESIGN ENG/NEER APRIL 27, 2009 E1VGIIVEER DEPARTMENT OF TRANSPORTATIOIV PROFILE (HORIZONTAL) TTST 2% DUAL 3% FEDERAL HIGHWAY ADMINISTRATION l0 5 0 l0 2o LETTING DATE: SCOTT L. KENNEDY OCTOBER 15. 2013 %ROJECT DES7GN ENGINEER �'�E. qppROVED PROFILE (VERTICAL) SlGNATURE: DIV7SION ADMIN/STRATOR DATE ROAD WIDENING & PAVEMENT SECTION DETAILS � < z 0 a � � z N � � BEGIN 230' APPROACH TAPER CL STA 13+91 TYPICAL CROSS SECTION OF PROPOSED ROAD NOT TO SCALE � �u�a) t, ���%%!%?%%%� o \ 3 � ^� � z� 3" 59.5�G. RI �� w �x � -1z n"' 4" 17g.p8 (AVG, R NOTES: 1. ALL MATERIALS, METHOD OF INSTALLATION, TRAFFIC CONTROL AND ANY OTHER CONDITIONS OF THE ENCROACHMENT AGREEMENT SHALL BE PROVIDED BY THE CONTRACTOR IN CONFORMANCE WITH N.C.D.O.T. STANDARDS. 2. THE CONTRACTOR SHALL PROVIDE FOR STRIPPING AND PAVEMENT MARKINGS WITHIN THE AREAS OF CONSTRUCTION. HOWEVER, THE N.C. DEPT. OF TRANSPORTATION SHALL APPROVE STRIPING LAYOUT PRIOR TO APPLICATION OF ANY PAINT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES, AND SHALL CONTACT PERSONNEL OF THE N.C.D.O.T. 5 DAYS PRIOR TO ANY CONSTRUCTION A ACTIVITIES. 4. ASPHALT PAVEMENT SECT[ONS SHALL BE 1NSTALLED ON AL� SECTIONS LESS THAN 6' IN WIDTH. 5. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ENCROACHMENT AGREEMENT PRIOR TO BEGINNING WORK. �y,N�` �N08 OR��O J / / ' �/�r � � � ! � ,� . � i � � � � � �� ��� � j i � y , i � �� � �� � EXTEND EX. 24° VCP / 42 R/,W� � "��� // � 18' NORTH ' Ga �,. EN ��0' APPR \ CH BEGIN 100' STORAGE �� STA 11+61 � � _ i �,'l• / / i � iy ' � � , � STA 9+43.87 END 100' STORAGE � RADIUS TANGENT � EIP/ � � / � � / / / / / / � /� PP / / r o 3��'� / i i / o / � / / / i ' M� / �o`NF'R �� i PP i i ����-R�� � / / / i i i / ,Q i i � // i i i � � � � i Ssi � i � .�6'�" / i / � � � � �� / �� EIPQ/ � i �L. % � � 12 / P �- � / � E.y'. i � i / � � i � � i i � � % i / i i � i � / / � i � �� / � i i � "G� � i � 2� a`'- �' � � �Z � i PP � / i ��� a EX. HYD. ti / 1 / / /�'�' / i ,� / / � / / � / i i / i � ' % � / /� / i i i � P ATE OF 456 LBS/SY) 4.5" B25.06 (AVG. RATE OF 513 LBS/SY) REMOVE EXISTING HEADWALL EXTEND EXISTWG 71°x47" DIAMETER CMPA WITH 6 LF STRAIGHT PIPE — 122° BEND — 34 LF ADDITIONAL STRAIGNT PIPE (71"x47° CORRUGATED 2 2/3" x 7/2" TYPE 2 ALUMINIZED STEEL WITH 2:1 STEPPED BEVEL CONNECTED WITH HUGGER BANDS AND 72" WIDE FLAT GASKETS ,.- � , � i- -� � � � EN` / �� '� i i � , i ��� i � i � i �, � /� APPROX. LOCATION � / OF 4" GAS LINE i / CL � CL STA 10+00 (= STA 0+70t ORCHARD KNOB LANE) SECTION QA — QA STA 12+00 SCALE: 1 = 20 (HORIZONTAL) 1" = 2' (VERTICAL) fc�F TYPiCAI C CFCTIf1N FhR PAVFMFNT RRfTFRTAI � DEDI / „ y�• � > 2 / 1 i � E�• � i i � i / / j // i i / i i / � � i i/ i i i � i i � 0+50 0+00 0+50 � � I � � O z � X ¢ a 0 c� 0 3 z S 0. 0 I- z t Ex � \ \ � 85.0 ;� �, 6 / ,.��� , � �.,, : W PR�SG �`�;: �^ '��m����a,�� .�-O:J ��J. � JAMESTOWN ENGINEERING GROUP, CONSULTING ENGINEERS � L C inc 117 EAST MAIN STREET P.O. BOX 365 JAMESTOWN, N.C. 27282 Telephone (336) 886-5523 INC. RIGHT TURN LANE S.R. No. 1820 FOR ENTRANCE DETAIL SKEET CLUB ROAD OR CHARD KNOB T O WNHOM.E' S CITY OF HIGH POINT — HIGH POINT TOWNSHIP GUILFORD COUNTY — NORTH CAROLINA i� � � / i/ / / i i �� i i MAY, 2000 REV. OCTOBER, 2002 REV. OCTOBER, 2004 REV. FEBRUARY, 2005 JOB No. 99059 OWNER/DEVELOPER TRIAD PROPERTY GROUP, L.L.C. c/o BRITT DEVELOPMENT C0. PO BOX 4587 HIGH POINT, N.C. 27263 (336) 883-6122 40' 30' 20' t0' 0 40' 80' SCALE: 1 "=40' Yf"�"��t���. �� ����E ��R�lr �,r� %3 � ..� �'e.w •`;�N CA ,. =0�_���ssh DocuSign Envelope ID: BD04A6F0-193C-4758-B1A2-A87F8B7C208F � � � � � � u� 256,16' N63°52'56"E N62°48'13"E 21.43' 100,33 S62°3 —� — _� _ —� — Pls Sta l58 +44007 Pls Sto l63 +7003/ P� Sta l67 +89e17 8s = 0° 22' OOoI" es = 0° 33' OOeI" 0= 8° 50' S4,9" (LT ) � Ls = 96000' Ls = 96°00' D= l° OS' 45e3" � 8� LT = 64000' LT = 64v00' L= 7720/9 ��� ST = 32e00' T— 32 00' T= 386086' —L — T EMP Pl Sta l7/+59,42 �= 6° 27' 19,5" (LT J D = l° 3/' 040/" L = 42503/' r = 2�2089� PROJECT REFERENCE NO. SHEET NO. U-3615 B 4 RM/ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER S . ������`� � CA RO�����i .�`��� H �CAR ���''�. 207,�7- `� � — R = S,OOOo00' R = 39775e00 ,��.o�� ..s . ��ti•,, �o` o��••Essi' ����9'. EIP CONC 100,46' � � � � � � Mnni S62 °38'12"W o N H►LDA N H. Pq T TON � W^' PB 3 08 PG 026 r� � , ' ' • � , ��� � i T , � N Z O > w � � � w�' O ow°w w o� � 0 2� w � DS = 50 MPH DS = 50 MPH .� ����;�,�d b S ioti •:9 -,, ;� �• Slgned by°ti •• �: � _ � • �' 9 •• • � � 9 SE = Oa02 SE — Oa02 ' ��38�E�A`,�"� . = ' �� ���'' � � = N � s�6� 8' � RO = SEE PLANS RO = SEE PLANS c 022999 : : �i�5�5 : � . . . . u� �2 � � s, '. •'.,F � r• : % •'•.F ��.� . �� � ��„ 9� \ \ Elp _ %' l � °�i� 2„ ��i�G� ••NG I NE� : \5,��� �i��, �•. N� IN.�:� �t,�� �80 \ ' � E i� FG•. .••�V �� i� �%�� ' �s�c` �� m S M V���C � ISFO EiP ����vlii�u► ���� ���v�u�u►►����� / De 68Y & C o ��� �-� � � � 68 , � ; 1/ G 3 � `�� � c ���2 p C' / S� � � / �O� �/� � � 559 Jones Franklin Rd. 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CURLIN �\ � � 8�-29 a � ' �, i 55.15 � i � � � � o� � DB 4408 PG 0880 � �� CBE AIN w� i � + I =� i � � � � � , ►- � li I � � � �� �ST \ � '� B _ N � � � i �� 459.0 �' TRANSITIO� � �, M � �� i o� _ � � CH � ��� MON �IST�ING � � � - . ��;�� � � � � � MAT L lV� �� ST,qe 23f�0,00 + - �R, EX� �° � � � Riw 4 .o ' � -L - T S Stae l82 f08o92 , � Po� � `�, � � � � � 6Jr.00� W R/ i �� � I I � � ���� � _ � ° � � � � i L ��-� � � - \ + 80.37 -Y30 ,� � �O � p � � � i � II - 62.00',48.00' � (� �,,� � II + 80.37 -Y30- � 4 i � �, � -L - -� - -L - T EMP � �"' � o +� � 55.00�,a5.ss� � � _ � O � � � + � �� Y30 - � � � � � � � � , � 3 Pl Sta l67 +89,17 Pls Sta l72 06050 Pl Sta l75 +89e52 � i�� � �r �� � �� eo '�� c A R � A N o A e B � A � R 9 � R , � o �= 8° 50' S4o9° (LT) 8s = 0° 33' 00<l" 0= 3° l9' 3000° (RT) -Y30- � �`'�� �� PTStaa 2/+80037 �, 43.00-�� �, � pB 2991 Pc 729 , ' D= l° 08' 45a3" Ls = 96000' � �� , � ' � EXR w'"� EX5'� N� DB 6854 Pc ��o� � � � D= 0° 45 5002 PCStoa 23+03e4/ � � I � END X R� PB o56 PG 134 � I '' ; II CONST RUCT lON I I '� ' m � L = 772e/9 LT = 64000' L = 435a24' � �.,�__ , � `� ��� �� ����' '� ; � T = 386e86' ST = 32e00' T = 2/7068' � � w � � f � ��;� � ;' � � � � � - - SC Stae l83 +58e92 I � � � R = S,OOOo00' R = 79500a00' ' � o .� �� MATCy��NE � ', ��� _ _ , I� � I � ST,qo23f0000 ' i � � + 36.03 -Y30- I � � ��N DS - 50 MPH DS - 50 MPH 62.63 ,Ex. �w I , , ; � ���- SE = Oo02 SE = Oo02 SEE SHEET 19 FOR -L- PROFILE , g 9 � � II I , RO SEE PLANS RO SEE PLANS SEE SHEET 25 FOR -Y30- PROFILE � ' i ooNN g <� I � - - , - - � � �/ Q , I � , �II S / I -�ti I -----� \ I I I � I � I � � � : :::::::::::::� ���or-rdi�������� n�nr cvo�oo� ���������������