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HomeMy WebLinkAbout20190210 Ver 1_A0011C_Permit Drawings_20181221_Application_20190214i li�;tl��r�l�T North Carolina Department of Transportation -�, :Sti]T�174Y:��? Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 32574.1.FD7 TIP No.: A-0011C County(ies): Clay Page 1 of 3 General Project Information WBS Element: 32574.1.FD7 TIP Number: A-0011C Pro'ect T pe: Roadwa Widenin Date: 6/6/2018 NCDOT Contact: NCDOT Div 14: Kenneth McDowell Contractor / Desi ner: MA En ineerin Associates. Inc: Paul Cameron, PE Address: 253 Webster Road Address: 598 E Chatham St, Suite 137 Sylva, NC 28779 Cary, NC 27511 Phone: 828-631-1172 Phone: 919-297-0220 Email: k'mcdowell ncdot. ov Email: cameron maec.com Cit /Town: Ha esville, NC Count ies : Cla River Basin s: Hiwassee CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 3.79 mi Surroundin Land Use: Mostly rural forrested mountain and floodplain area, and the final part of project is urban industrial. Pro osed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 43.0 ac. 21.2 ac. Typical Cross Section Description: 5 lane with curb and gutter; 4 lane divided with raised median and outside curb and 2 lane highway with normal crown or superelevation gutter; 2 lane with curb and gutter or shoulders; 6 lane with curb and gutter or shoulders Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 17390 Year: 2040 Existin : 11730 Year: 2020 General Project Narrative: This project has a large hydraulic footprint all within the Hiwassee River Basin. Despite the large footprint there are no impaired waters within the project limits. There are three (Description of Minimization of Water culvert extensions that have utilized floodplain benches and overFlow barrels to promote better low flow conditions. Overall, the hydraulic design for this project has attempted to Quality Impacts) minimize surface water impacts to the maximum extent practical. Rip rap pads have placed at all pipe outlets to diffuse concentration flows and rip rap at embankments have been used at ditch terminus along jurisdictional features. �[lt I4�I� _ Surface Water Body (7): Hyatt Mill Creek NCDWR Stream Index No.: 1-16 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: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) .. �.. ..�,,,,�� �_i����,�� North Carolina Department of Transportation .'` �"'s b��Y1-��'�,'� Highway Stormwater Program - STORMWATER MANAGEMENT PLAN = °'�� (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 32574.1.FD7 TIP No.: A-0011C County(ies): Clay Page 2 of 3 Additional Waterbod Information Surface Water Bod 2: Coleman Creek NCDWR Stream Index No.: 1-16-1 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T8E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? No Deck Dreins Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Bod 3: Blair Creek NCDWR Stream Index No.: 1-17 NCDWR Surface Water Classification for Water Body Prima Classification: Water Su I IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T8E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? No Deck Dreins Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) � � � � � � � � See Sheet � A For I ndex of Sheets ��I ���I � � � 0 0 � .. � � LOCATI01�: WORK: ����� � � ��� ��� ��I �� CUL VERTS WETLAND AND � ���� ��� FROM GEORGIA - STATE US 64 GRADI1�lG, DRAII�A GE, PA T�I11 tG, SIGI�ALS, S U RFAC E WATE R IMPACTS PE RMIT . ., ,, . -Y19- SR 1120 WALDROUP RD. BEGIN CONSTRUCTION END CONSTRUCTION -L- POT 221 +50.00 � � � � � � � N � � Q T � _ C� O O Q / � � o� � � � 0 � � � � a� � 0 � o� � w � � � � � W � � � o� � �� � o� N�� � �� N=f`� \/� N�� -Y2- SR 1115 McDONALD RD. •, THIS ANY T. I. P. PROJ ECT A-0011 C PROJECT IS MUNICIPAL NOT WITHIN BOUNDARIES. -Y18- SR 1120 WALDROUP RD. BEGIN CONSTRUCTION n rnr.icTai irrinti -Y20- POT 14+50.00 BEGIN CONSTRUCTION -Y21- POC 11 + 00.00 -Y21- SR 1121 FORT HEMBREE RD. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. —L— POT 221 + 00.00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NCDOT CONTACT: KENNETH McDOWELL ASSISTANT DESIGN CONSTRUCTION ENGINEER, DIV. 14 (828) 631-1172 Prepored For: HYDRA ULICS GRAPHIC SCALES DESIGI� DATA PROJECT LE11tGTH DIT�ISI01� OF HIGHWAYS E1VGIIVEER ADT 2020 = 11,730 Division 14, 253 Webster Road, Sylva, 111C 28779 50 25 0 50 l00 qDT 2040 = 17,390 __ �' �°� �o�p� � o _ -- M A E n g i n e e r i n g CaryENC 27511 m Street - Suite 137 �� ��o K= 9/o LEI�GTH ROADWAY PROJECT A—OOIIC — 3.790 mile ��� Phone: 919.297.0220 Fax: 919.297.0221 � �o PLANS D= 55 % �� Consultdrlt5, Ir1C. NCLicense: F-0160 SIGNATURE: PE � � 5 0 2 5 0 5 0 � � � T = C� % * 2018 STA11iDARD SPECIFICATIONS � o LEI�GTH STRUCTURES PROJECT A—OOIIC = 0.011 mile RIGHT OF WAY DATE: ROBERT W. PORTER JR PE ROADWAY DESIGIV �� �o V = 50 MPH � P RO F I LE H O RIZO NTAL * o o J U N E 3 0 2 018 j'ROJECT ENGINEER E11tGI11tEER ���� oQ�� � ) TTST = 2/o D UAL 7/o _ _ , o� 4� p��Q 10 5 0 10 2 0 F U N C C LAS S= TOTAL LE11lGTH PROJECT A 0011 C 3.801 mile LETTI11lG DATE: KEVIN S. HUTCHENS PE M I N O R ART E RIAL PROJECT DESIGN ENGINEER PROFILE (VERTICAL) REGIONAL TIER OCTOBER 15, 2019 P•E• SIGNATURE: P E RJV11T D RAW I N G SHEET 1 OF 45 N Z O w � 6 o' � � � � � � 0 � 0 0 0 Z � � Q N 3 E a � c� rn � 3 � O � � � m E � 0 � w � � � � a �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER DETAIL LBl DETAIL PRl LATERAL BASE DITCH PIPE OUTLET RIP RAP ,�o, o =w�a, b ( Notto 5cale� Naw�i �-- �°k---F�.�, o°i--��a Gro�nd d?.� D,L.\ �„� 51°n` s� �� � nniN l Bf �\ � d ceorExrae � 8 Min. D= 1.6 F. Mox. d= 1.0 Ft. �eng�h= 18 Ft. ���vanoble� � ^wl+e� a rs< 60' B= 2.0 Ft. d= 3 F}. T af Liner= Closs I Ri Ro b= 2A Ft. Yae a- P Est.= 10 Tons of Class I Rip-Rep FROM -L- STA.25+00 TO 29+75 LT _�_ STA.27+71 �112' RT� DETAIL TP1 TOE PROTECTION o` Irvo�+o Scolel F\�e� O �o` � ti.�F��S�oPs 3 d BARRY R. McCLIJRE Geo�eMile d- , F, SITE l Type of Liner= Closs B 0.i�aRop FeoM -�- sTn. v+�s ro za+ao er TEMP IMPACTS TO ix' SURFACE WATER LP.TERAL 2' BASE DITCH SEE DETAIL LB1 EST.1052 CY DDE EST. 185 TONS CL I RIP RAP EST.393- .GEOTE%TILE PERM IMPACTS TO - SURFACE WATER HW E �E �� F -�/ O' O � � � } � � N � ■ N � _ 1 „ CB-F Q _ IS' CM CB-F RCP-IV � Z ----__ -- I ---- � W DI _ _ _ -RC-69=�__-- __ W _____-- ___________'_ - � ZN ____i= _ J W W - N - = 75" RCP-IV F � B���BOARo ----- SITE 1 E�----- -���- IMPACTSTO � SU �ACE WATER O y � 6 �� �/ � SCRIJB �TRAILER BARRY R. MCCLIJRE FOl1NDATION �� / w00DS �S / - 1B v/Slab Lid DITCH I RIP R.4P EST.182 SY PROJECT REFERENCE NO. SHEET NO. A-00/lC 5 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER P1E81E1LIN�IN I8� 1�1L.�NS DO NOT USE Po CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� M A Engineering N� License: //� Consultants� �n�. F-0160 598 East Chatham S[reet Suite 137 Cary, NC D511 Phone:919297A220 Fax:91A297A221 � G + \ �\\\ \�� �\\\ \\�\\ \\ \ ���\ \\\\ � �\ SEE SHEET 30 FOR -L- PROFILE SEE SHEET 31 FOR -Yl- PROFILE � � �� � x ��,� �'^� � � � � � � �� � � � � � SEE SHEET ? FOR -Yl- INTERSECTION DETAIL �� I \ �\�\ \\\� �\�\ \\\\ \\\\ � �\ �\\\ \� �\ \ DRIVEWAY RADII ARE 70' UNLESS X NOTED OTHERWISE. r r � � \ \ \ \�\\ / r �\ `1 �� �\ �� 20>> i k \ \ \ \�\� \ \ �l � \�\� \�\\ \\\\� \�\\ NPD g3 NP �i � ��� � � ���� A V ���� A \ \ V � � �\ V A %�% o %'� � x � � ���� � � ���� ���� ���� � �� ��� PE RMIT D RAW I N G �� �� � \� �� A\ �� �� �V � � �� SHEET 2 OF 45 � �� g� � � �� �� � �� �� �� � � � � �� �� �� � � � l0 � // / QQ � / \ \\\\ \\ \ \\\\ \\\\ \\\\ \ \ \\\\ \ \ KENNETH JO. McCLURE � ��� � � BEGM CON57RUCTION X � � � � � � � �� � �� � i� � �� f M -ri- Por iz+oo.00 � � � � \ ��� � �� \ \ � Z� � � �� l � � ui � �� � � � z� � m� � � � /� �/ �/ WOODS ' \ \ \ \ \ \ \ \ \ �^\ \ \ \\ \ \ \ \\ \ / ��/ // . / - _ \ \ X \ \ \\\\ \ \ \ \ \/, \ \ \ \ \ \ \ \ \ `" � � �� - �� --- � � � � � � �� ���� ���� ���� ���� ���� ���� � � � X � / /� �� � � � � � �� � � � ��'���� �� +J ` � � � � \' X � �}~p/// // � \\\ \ \\\\ \\ \ \\\\ \\\\ \\\\ \ \ \�\ " \ F/ � / / \ � � x \ \ \ \ \ �� �\ /x I �/ / / I� LL� � \ \ \ \ \ \ \ \ �� T'/BERM DITC•H �� � �� X � �� X� SEE RDWY STD.240.01 �� � � � � A � �� �� � -L- STA 34+50 to 36+62 LT r X \ \ x� 6,� � /� I \ \ ��x/X� _ _ _' � � � - /�� // � E E�E�� - - , , F 3 � C /� / �X � X / �'I l _ /I � i '_ �{f ___� __ _ J '_____ i \ CB-F � 18' p_� ------ " FLOWABLE Y.ILL EST.6.2 CY� i i �___________�_�� MTL �� \ / i � _ 7�/ _� � TOE PROTECTION �' - � le SEE DETAIL TPl � R VE { w51a6 Li� � / � 8-I . � 18 � I �E� � � � \ � � �ai ON. � \ O � 7 \ NA� \ ANNETTE COOKE Y\ GRADE CUT TO DR41N ° M IMPACTS TO -Y� =�5+62 io V+55 � � io nno�n�nToo �,.,,., A COOKE �� ax�E ` i � SCRUB � � - - - - _ - - - - �n�� - - - - - - - - ,//i � - _ _-_ � IP / // / �� WM KYLE CODY BERM DITCH SEE RDWY STD.240.01 -L- STA 36+62 to 38+75 LT � �------ R----� � -- R PDE PDE PDE � R --- _ _�� � � --_ -- ---� � - �X�X�" X� � BDO_�� / � _ � N - 75" RGP-IV X�X� .. - X� � � ��/. F � � t x— C5"�P-1y W _ .. . _ .. . . � z4„ 75" RCP-III - M �X - �B-�_ �F__ _____ ___ '. . .p -___ � CB-F WOOOS Z� �5� �` Q reiw „ . 35 � � � z � .._�_______ _'_ ~ EI � w - - - - - W — — --- -------- — W N _ Z CB-G NC 69 2B'ASPHAL J W C n w - - - - _ — ------ - = N P --------1---` -- ---ss---- - - I --T- ---------Fss- _��_---_—_—_`�r\ N -i fiOWA9EE5NLF-- ---- F -F ------- F 5 // EST. CY �" /�-___-- _ —_ - ------- I � SIGN� ����. 15"RCP-N � � SPECIAL LATERAL V DITCH SEE DETAIL SLV1 EST. 7 TONS CL B RIP RAP EST. 20 SY GEOTEXTILE � SPECIAL CUT V DITCH y� SEE DETAIL SCl O Z EST.26 TONS CL B RIP RAP g EST.76,rSY GEOTEXTILE ��, � ANNETTE �ooKE , SF � C £ND I I -Y/- � � —E O ANNETTE H COOKE \ %/S � ` ��� �A �� ° Ro � \ �\ / �� �B'ASaHqCT V��� � �� �� ��� �soicA ' � ,-�� sHEo �� �\ ��� � �_ �� � IJ I � \ Iw � I � I �\\\ IN II � Riµ a EiP 0 ��P � P' WE�� �Q� � BOAF \ � w � \1 � � � � � �� � isFo � w ,/SCRUB I �I �_.,,,'' � � �,I � \\\ \� os II � � KAY MOORE TRUSTEE II t �� � � /� �� � �i � // � �� __�_ _ � � F WOO�S �B ' I x � / I � � x\ � � I' I I � _ ,� \ �— � � � i. � � � �� isFo �s, �r \ g I2 \ JEFFREY & JILL STAMEY �� O EIP N Z Q W � 6 PROJECT REFERENCE NO. SHEET NO. � � A-00/lC 5 � � DENOTES TEMPORARY � r�� ILW SHEET NO. IMPACTS IN SURFACE WATER , k ��\� \ ROADWAY DESIGN HYDRAULICS -�;- \ \ \ 1 ENGINEER ENGINEER �DENOTES IMPACTS IN /� � � r � � �1 � � \ V A � NP 20� SURFACE WATER �,� ,, k �� \ V � � � \ �� \ V ��\� � � A A� ��� 83 / � A V ���� � � A \ \ V � ����.i�iN �a� ��..��vs /i�� � �/// QZ�� / \ \ \ \ \ \ \ \ \\\\ \ DO NOT UBE Po CON3TRUCTION DETAIL LBl DETAIL PRl � � �`� ��� °�� � � � � � � � ^1 ^�(e LATERAL BASE DITCH PIPE OUTLET RIP RAP �, �� a� / x \ \ \ \\ \\ \\ \\ \ P E� I T D I VlW I N G ,�o„o =��,, � -� � �5-' � ;�/ � / � �� � A V �� A � \ � � � V � S H E ET 3 O F 45 ( Notto Scale� �a���� � ��---� ,o��--��a /� o� \ � � � e.e��a ��� ti4 rsr.- s'i;pe `�T"� °'� � � /� 3' � X �� � � � �� � � � � � � �� � DOCUMENT NOT CONSIDERED FINAL d D � � �� � a /� /� �_ / � \ \ \ \ . � o � e % 4�� � � � � � � � � UNLESS ALL SIGNATURES COMPLETED �, Min. D= 1.6 F. p� /� Mox. d= 1.0 Ft. Leng�h- 18 Ft. ���ya i� obl�i� �� ," ��� y� / X������ ��� ���� �� ����� 10 �� M f1 E n g i n e e r i ri g NC ^wne� s,< 6o a= 2.o Fl. i // -- TypeofL'ner ClosslRlp-Rap b= �.oFt. Est.=310TonsofClasslRip-Rcp �I=ol / ` � \ \ \ \\\\ \ \ \ \ \ \ \o\ \ \ \\9\ //� Consultants� InC, License: KENNETH J. McCLURE F-0160 FROM L STA.25+00 TO 29+75 LT ' I p// 6p °� X \\ \o\ �\ 598EastChathamS[reet Suite137 Cary,NC D511 -L- STA.27+71 112' RT ,// �/S BEGM CON57RUCTlON \\ \\ � p\ \i y\ Phone: 919297A220 Fax: 91A297A221 DETAIL TPl � � � M ri- Por �2+oor�o � � � � � �o� �g� � �� � �� � �� � z � TOE PROTECTION P° � �, � ��� � x � s� � P� � � ��°� ��� � � � �G� � ✓�� �Ho�+o scoiel 6 �o��o� �o���o� 3 % � � � , ��� z ��� ��� �� � � SEE SHEET 30 FOR —L— PROFILE `�d � F�` O � ���" � + � � � m �� � � SEE SHEET 31 FOR —Yl— PROFILE d aARRv R. M�cwRE ' � � � �� � � �� � ��; � ���� ��^� �� � � � � � � � � � � � SEE SHEET ? FOR —Yl— INTERSECTION DETAIL d= 1 Ft. Geo�enile /��� �l� � �' �� I ,�. \ \ \ � a � � � � . � � � � � � � � � � � � � � � � � DRIVEWAY RADII ARE 70' UNLESS Trca oru�e.= aoszs e�raav SITE I �� � � � �� x � � � �� � � � � � � � � � � � �� � � NOTED OTHERWISE. FaoM -�- srn. s�+�s ro z9+ao er ;�>� TEMP IMPACTS TO �5 / �� / � � � � � � � � � � � � � �X/X� �,,a��� SURFACE WATER � � w000s x PL?CE TEMPORARY 47' WO✓EN X . , �� /� � — — � � � � �� � � � � �i� � � ���� � � ���� � A� DIRECTION OF E��NEER . -� /x�x� � � � 3 / / � I . �pR � � � — — — � � � � � � �� � � � �� �� � �� � � � �� � � � SAY /330 LF .�-. X SEE�DETAILBBIE DITCH ,q,�. � I z� � / OPP�E% � i�� � � � � x � � � � � � � � � � � X EST.1052 CY DDE , � � \ \\ \\ \ \\ \\ \� �� EST. 185 TONS CL I RIP RAP LATERAL 2' BAS DITCH `'� � � �. � .. EST. 393_ . GEOTEXTILE � SEE DETAIL L � `�} �// / / � � x \\ \ \ \ \\ \ \ \ \ \ �\ \ \ ' � �, . �. PERM IMPACTS TO esr. m cr e �_ \ \ � �� x �� ' -- � , - SURFACE WATER / e57. s6 7oN c� i eie R.nP F' // / / �. � � \ \ � � \ \ � � �, � r � �, � � � "� WOODS EST.182 SY EOTEXTILE � �� \ �'. / / � � \ \ \ \ �� T'/BERM DITCH � BERM DITCH / W � .- �/ / � �\� X \ \ � �\ X� SEE RDWY STD.240.01 "�za SEE RDWY STD.240.01 /� �� /� \ � \ r / / -L- STA 34+50,Ro 36+62 LT . s�E+. STA 36+62 to 38+75 LT ,S . I / / �//� \ � \ XiXI / /' hiW �� .i \ � � 'x� � � � - E E E E �j� �� �, E \ X __�--'� / E�E E / // \ --- � / / �------ —�� c — R PDE PDE R PDE SCRI� � __- -- —_ �S.F C/ C II - � �-.� �� i C O / — F / � _ � � o / ri �X�X�- X � � BDO�-� / N F X � / ry� �X� _X� `� � F �� t ��� X� II � - 75" RCP-IV x�%< ��,�.�w�'` � � � .�- ExiSnrvG Riw _ I I � CB-�—X _ ^"'"� C'11 �P-ly 7., _ .. . _ .. �4„ 15„ RC _ - �•�j �O i p III i - _ �� � � _ ______ re/w --C�F__ _ �5� � ___ ____ _ � �� : +�j` 16 v/Slob Lid ___'_.. -_ _ '_ �1 I -\ __ __ _ ' � Cg_F W0005 —C� „ P_� Q } � � h � �F � � � CB-F � Z C � � 0 � C 0 3 � � a N 3 E a � s c� e � � i rn N 3 � O / � � C N E C 0 � w � H � 2 W a / - m � d. � 15" CB-f Q _ IS' CM C�F RCP-IV � Z ----__ -- I ---- J W �� o _ _ -RC-69=�---- — -- W N _____-- - — JW ___=i— — " W - N - v15" RCP-IV �^ F C � BILLB�ARD ______SITE 1� E�---- —���_— IMPACTSTO SU �ACE WATER O y�� 6 �� G/ � SCRIJB �TRAILER BARRY R. MCCLURE FOUNDATION �� / WOODS �S / — �� .. 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N Z a w � 6 6 DETAIL LB1 DETAIL LB2 DETAIL LB3 ^ L4TERAL BASE DITCH LATERAL BASE DITCH LATERAL BASE DITCH \ (Nollo Scole� �No��o Scale7 (No�fo Swle) 0 b 6 6 Nom.oi NaNral � fill `-- Noiurol r-- Ground 1:) � ^�, Gound j. ���h�. Fill Ground z:) �,.h� Fill d D Slope � D %�, Slope d D 5lope � I B I Min. D= 1.0 Ff. GEOiEzii�[ Min. D= 1.8 Ft. ^ B= ].0 F�. B Min. D= 2.0 Ft. Max. d= 1.0 F. 6= 7.0 F. Nwx. d= 1.0 Ft. •when s �s < 6.0' 9= ].0 F. 'wM1en e rs< 6.0' B= 2.0 Ff. Type of Liner= Class B Rip-Rap b= 2.0 Ft. FROM -L- $TA. 41+00 TO 41+67 LT Type a( Liner= Closs I Rip-Rop 6= 2A Ft. FROM -L- STA. 40+25 TO 41+00 LT FROM -L- STA. 48+00 TO 50+50 LT DETAIL PRl � DENOTES TEMPORARY PIPE OUTLET RIP RAP ,NO11OSCO1e, IMPACTS IN SURFACE WATER �--F.,;,�,, o`�--��a � �„r� he � � `,�} , � � DENOTES IMPACTS IN Lengih= 15 R ��jvadenialE� SURFACE WATER d= 2 Ft. I Es1.= b Tons of Class I Ri�Rap -L- STA. 40+41 �98' Rn KENNETH JO. MCCLIJRE BERM DITCH SEE RDVJY STD.240.01 -L- STA 36+62 }0 38+75 LT C � U 0 � C 0 � 0 z � a N 3 E a � u � N 3 � 0 i � � � � E � 0 � w � � � 2 a PERM IMPACTS TO SURFACE WATER k/ / ETAILLgjE CH �j :69 CY. // �.. 26 T 5 CL B RIP RAP O � —_—�_.�-1�C/�/ i + �ii: � M Q � �� � CB-F N O Z W00�5 � H I w _ w-- _ —_ — Z N I -- — � w CB-G = N --- — � —r � � ��--_— /y�— ---- _ � CB-G / � —� � �� /�F % � CP� N i �/p` / / � � � C � / I � � �� �� / Io-i X SCR a MOBILE HOME �2 \` JEFFREY & JILL STAMEY REMOVE WOODS � LATERAL 2' BASE DITCH SEE DETAIL LB2 EST.35 CY DDE � y� SITE 2 � TEMP IMPACTS TO _ . _ SURFACE WATER PL?CE TEMPORARY 4T WOVEN W/RE F£NC/NG ON PARCEL /0 AT D/REC7/ON OF ENG/NEER SAY /,3,i0 LF HW � �YVJ� F�I ' � �\�F �C /-- / / WOO�S ILn-h E%ISTirvc R ' ��F _ REMO SCRUB � � LMPC. — � I��i KENNETH R. McCLIJRE VIRGINIA McCLURE I / I I I Q C3 \\\\ � ��\ b � � \ \ �� \ \ TOEE ROTT^E � \� � °€� / F E \ _�� �--a `�� \�\c `F PROJECT REFERENCE NO. SHEET NO. A-00/lC 6 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER P1E81E1LIN�IN I8� 1�1L.�NS DO NOT USE Po CONSTRUCTION NP 2�,, NP� g3 UNLESS ALL SIGNATUR S COMPLETED M A Engineering N� �� License: PERMIT DRAWING ��� Consultants, Inc. F-o,bo S H E ET 5 O F 45 598 East Chatham S[reet Suite 137 Cary, NC D511 Phone:919297A220 Fax:91A297A221 �� \ \ KENNETH J. MCCLl1RE � � ���-- � � � � � J SCRUB � � �� E E— � HW F � � � TBJB 9�� �/ REMOVE HEADWALL WILLIAM N HUBBARD WOODS BERM DITCH SEE RDWY STD.24 -L- STA 51+50 to 54+25 LT � ^ BDO �� � / o L t a".� � + � � . n F Q N Z I I W _ w W = Z N J W S� F � � �— CB-G CB-G I /� NC 69 28'ASPHALT 15" RCP-IV RETAIN CB-G CB-G y 1.S�tf P-i�t_ �� M VE 15 — -- / -------- — — — — — — � — — — — — — _ _ — — — — — — — — — — — — — — — — — — — � � T — — — — — — ------ 1� — — — — — — — — —Fss— —F —� — — — — — — — — —Fss=— — — — — _ — — — — r —r —�— — — — — — — — — — — — — — — — — — —Fs — — — — � — — — — — — —rss— — — — — — — �� _ — — — -- — — --- r a GRADE FILL � OPES TO DRAIN T — — — — — — ?�� r�. � I- � � � F � /�� p R? TO -L- 50+25 R � � �_��� _ FLOWA �� \ �+ \� _ __ � F_ �� / �'� � q� ExISiING R/w W \ \ \— ISTINc rei�R� — F _ _ _ — `FXlST _ _ _ _ — — — — — — � °ti�r \ �� 6 yoe�i�e F � �� oR \ SPECIAL LP.TERAL V DITCH 4 // a / ��/ `��' �/ MTL \ SEE DETAIL SLVI // � �I SHE� _"____ / TEL � % SEE SHEET 23 FOR -L- PROFILE DRIVEWAY RADII ARE 10' UNLESS NOTED OTHERWISE. �� x ,�E TEMP IMPACTS T� In � T rs _� SURFACE W/j�ER � � � WAL i s aR o F I 1 � � �� � � X � � � �� �,'� I SITE 2 �P _� ;� �3 I � i �ny�� BARRY R. McCLURE �o� � � �- ��+\ + � i i �� \ � � � ��\ + I � �+ � � �- �� \ I II �\ X 1 1 � \+� � � 1 / % s�R�B LE� ,% / � / � / � � �� � �C� WATER BOX/WELL �� _ _ o =Y �odi � � � ��— / � — �— ��� i o ii� � � s`� � �e' �P""�r � � � _ � / � Nn�o Ro I�� -�� \ ` % � / I�� 5R ill5 ""�i'� �_ � 'I ��_ � RETAIN i � a � \ � / � \ s"� � � � / / / / / / /� / / �� �� � ��e ��//� / ! / / � 4,^� � � � � Q I '' 'I LANDSCAPE F.` � �.'� f.`� T.� L� \5° / � i � / �/� RETAIN ��/ /'�'.'3 �� � a '. i1MeER WALL //�// /� /' M`\' RETAI�� � LANWAILPE rX�\ //� � �� � . � X�X_ �� � � sHEua coo�ww p� � 4� a �� -/ SPEAO \\ � I � �� , / \ � y . Ha�sE � � � y � +// / / is ea ° MT � X � +,��� � } \\\ IJ /� � S O �X is / + ' � ��k � ���/ASP ��� � / � � g M L � ��Q� � i�� O q �� M1� f� SHED � + �'1�� �— � 5 LS � �� / � � � � � � / � � � 16 /+ ��/ BARRY R.McCLURE � � J �J� �� �OYPML MOUNTAM LLC + � 4,i / / f� 4� LATERAL 2 — N z 0 w � 6 6 DETAIL LB1 DETAIL LB2 DETAIL LB3 ^ L4TERAL BASE DITCH LATERAL BASE DITCH LATERAL BASE DITCH \ (Nollo Scole� �No��o Scale7 (No�fo Swle) 0 b 6 6 Nom.oi NaNral � fill `-- Noiurol r-- Ground 1:) � ^�, Gound j. ���h�. Fill Ground z:) �,.h� Fill d D Slope � D %�, Slope d D 5lope � I B I Min. D= 1.0 Ff. GEOiEzii�[ Min. D= 1.8 Ft. ^ B= ].0 F�. B Min. D= 2.0 Ft. Max. d= 1.0 F. 6= 7.0 F. Nwx. d= 1.0 Ft. •when s �s < 6.0' 9= ].0 F. 'wM1en e rs< 6.0' B= 2.0 Ff. Type of Liner= Class B Rip-Rap b= 2.0 Ft. FROM -L- $TA. 41+00 TO 41+67 LT Type a( Liner= Closs I Rip-Rop 6= 2A Ft. FROM -L- STA. 40+25 TO 41+00 LT FROM -L- STA. 48+00 TO 50+50 LT [ rn � y � 0 a � � Q N 3 E a � s u e � � i rn N 3 � o` i � � � � E � 0 � W � � � � w a i � _ �',� PROJECT REFERENCE NO. SHEET NO. A-00/lC 6 SEE SHEET 23 FOR -L- PROFILE ILW SHEET NO. ROADWAY DESIGN HYDRAULICS DRIVEWAY RADII ARE 10' UNLESS ENGINEER ENGINEER NOTED OTHERWISE. P1E81E1LIN�IN I8� 1�1L.�NS DO NOT USE Po CONSTRUCTION DETAIL PRl PIPEOUTLETRIPRAP DENOTES TEMPORARY � Np, 20�� ��°"°s`°�`� � IMPACTS IN SURFACE WATER S3 DOCUMENTNOTCONSIDEREDFINAL �� —Fy; ,,,. o�i --��d NP� UNLESS ALL SIGNATURES COMPLETED "� ANNELBEo\°� " � c M A Engineering DENOTES IMPACTS IN �� Lice se: Lengih= 15 R ���vadeniel SURFACE WATER PERMIT DRAWING GG� Consultants, Inc. F-o,bo d= 2 Ft. J H E ET 6 O F 45 598 East Chatham S[reet Suite 137 Cary, NC D511 Est.= b Tons of Class I Ri�Rap Phone: 919297A220 Fax: 91A297A221 -L- STA. 40+41 �98' Rn \ \ I� I��i �� X\� KENNETH J. MCCLIJRE KENNETH R. McCLIJRE KENNETH J. 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EXTEND SPECIAL LATERAL V DITCH � �\ \ �-y \ � � � \` \ � 3z k I SEEDETAILSLVI �o � '-v' —PUE � � '�V �E\QZEFI�� \\ � O o x � \ ��' PUE � � si �cr roc 6g i\;, i 2 z �/ � sPRiNc \?\ \ \ f3 �GR � F F . � � \ ze�esr �� � i l� � � HaRo�o MccwRE r' x I HousE�L�-., � � � ��� €3 F � �� eE� i � � � � � � �/�� x k�X X V4; � � �� �a � � �� �' �} � � E cur � � � �L � � � � 2 ti � /0j / L4TERAL 2' BASE DITCH `� y`� \ � LATERAL 2' BASE DITCH �X \\\\ � �� � 4yE� � -- J� m SEE DETAIL LB1 y`�� X� I SEE DETAIL LB1 `\ ��� � F F v "' / SOIL EST 127 CY DDE k X� I EST 261 CY DDE k -� d �/ ' � L EST 56 TONS CL 6 RIP RAP �Y� RN � EST 56 TONS CL B RIP RAP \ �\ �SF� / j_ ~ Q ��i E5T 166 SY GEOTEXTILE � � EZ k� � EST 164 SY GEOTE%TILE k� \� �� F � X� p k E� ���� �� Q " _ �i � / �� � � � � 3z � ���� �} �. ���— ��� �' � , SITE 5A / BERM DITCH e / } + SEE RDWY STD.240.01 J HAROLD McCLURE C: F�� / 1 � � FILLI�WETLAND N � -L- STA 80+75 �0 81+V RT 4i' \ J� � � LATERAL V DITC. �y p / \ \ ' y-� / �. SEE DETAIL LVl � MICHAEL H McCLURE SHED ��5^-y � `'U' //(J���� s�ea . ST 16835YY IREFIBER �o � "' � + Q � � �//� SgqO o �o � J_,-// / �- .. � O � <�ac� � ' , \ �/ P�arvrEa 38 ✓ � � � fl � s`D ) / 37 roMns FicueRoa � �\\k����� � � ARGARET SHOOK DONALDSON o \ �' C3 x� � �' DETAIL PRl DET T,�l, . UI PIPf OUTLEi RIP RAP STANDARD T�AIL BA E DITCH�[`'� .- ~ (Not�o Scalef (Noi o Scale� 4y � ,. ��� No�uml Naiural �/�/''p'�'\ � � \ - �� Gro�nd 7. Gro�nd �(J � X-�\\ w �°�" _ a, ,o y --E°o a � p 1�> 3 9 � k�X \ d =� `O m r'' er" a d � \�N ds��� Geo�e.nle B Min.D= 1 Ft. JAMES F COLEMAN �\t� <HANN L BED Max. d= 1 F. �� \� \ oJ � Length= 15 Ft. ra,;oni�� •wn�� B is < 6.0' g= � F�� OL � d= 2 Ff. Type of Liner= Closs B Rip-Rop � Est.= 6 Tons of Closs I Rip-Rop Ns � FROM -�- STA. 88+35 (83' lT) TO 88+43 Q2S LT) PARCEL 39 DETERMINED ELIGIBLE FOR LISTING ON �� -L- STA. 83+33 (73' Ll� NATIONAL REGISTER OF HISTORIC PLACES N�. 6 PROIECT REFERENCE NO. SHEET NO. o' f y � {`��'�} � , �} � � � A-00/lC 9 ^ `'^�' SEE SHEET 24 FOR -L- PROFILE � wiN � �� \� � SEE SHEET 32 FOR -Y7- PROFILE � sHeer No. _ � ROADWAY DESIGN HYDRAULICS � ENGINEER ENGINEER anv E. MURRav I a � �} �` �£� SEE SHEET ? FOR -Y7- INTERSECTION DETAIL �} wi�� eooK c Pc io6 � I� � �� P � Q I W � G DRIVEWAY RADII ARE 10' UNLE55 ��a I � � m� � NOTED OTHERWISE. � w n 1 A\ � � P1E81E1LINdIN I8� 1�1L.�NS � � I Iz �I � a V A uo xor ose ao conrsraocr�ox � g m �� � � I � � � �� �� � � �� � BEG/N CONSTRUCTION dENwFFER� icuERon —� � `\ ��� I I ��� \\ -Y7- POC f75.00 �qD DOCUMENT NOT CONSIDERED FINAL � � � � �" � � DENO ES ILL IN 83 MORALES �o� s s000. I �Q 1 / F F y�/ TLAN NA 2 PERMIT DRAWING UNLESSALLSIGNATURESCOMPLETED 1`�� �� �" I '� � � �+ 3s � ��� $HEET 9 �F 45 �� M A Engineering �1e 5e coNc.Pno isFo � \ � � I � � //� �Of1SU�tdlltS �f1C. � � �� ,� � � DEN TES IMPACTS IN F-o,so � BARRY WENGER 598 East Chatham S[reet Suite 137 � Cary, NC D511 �� ��\ ��"`OR � E� I I SUR ACE WATER \ Phone:919.297.0220 Fax:919.297.0221 � � � f� c � i� � � �� � � I � I �� '� � � D OTES TEMPORARY � � � 29 PeRnni n� � e � � i�P�`°� %�� flc� ��� �� � I PACTS IN $URFACE WATER ftAY MURRAY SURFACE WATER �j �, G� a pp�N� � /Iv' WpsONRY s� � / � �/ F i �pNo � � x x x—x� ` pR k � RqVE � �_ SITE 3 w0005 // '� — — — — G_ = / � � ���� k„ T MP I �-- S TO � F w 3 coNc.eK wA�.,t��� ' � eaioce � 36 � T RPACE - -� -- � � / �D _- __ "'_`- � 5ou1HeRN eoNCRe1e Mn1ERia�s PO - - crrnvec oR - _ .. � / � � � � coNc. / \� _ N _ ' — — — — _ _ ,/ �RA�E� oR _ � _,.,o SITE 5 _ , , COLLAR A - � � �5t . ' W�oDS EXTEND � / F � � � ' _ - _ � �� - _ - � ��s«. - 48" RCP F \ � 0 � / � �� � - J TAIL BASE DITCH � '� B0 . -"" � � �S j5�--�� � � � SEE DETAIL T81 ' �l� '����� ��'�r Mi4 �-� � �- �� E� t5 rONS c� s aiP anr PERM IMPACTS TO . � .� � / � DO NOT DISTURB �'EEK O . �o� I EST 44 SY GEOTEXTILE SURFACE WATER �S 4 „ � � 5 TELEPHONE 33 , W��OS - / / �� BAI' � � � / DISTRIBUTION SITE y ' � N P�QNT z -_� 33 W ve / � I��F ec � HARo�o MccwRE �s � � HaRo�o MccwRE /� AR� Hw I ^REA �, � I EMP IMPACTS TO � / ` � E� _ �� 1 � � �'' � � /SURFACE WATER SITE 4 � / \ � --_ F CB-G / csl-F 1 PERM IMPACTS TO —�--�\ � �\ �R'+vEt / I� � F __ E�E SURFACEWATER ✓s BKe�c � �I � hr � o l V - - � E qrr � � � Q � II ��Q rRE IN ���� --E S �.QGCRFE II ��\ � ^ao - --_------ - =% j�_- -\�{�-\ � �� � F �- E� � �- �\,�� rllcoNc. ��� � Q =__ -- _� � -�- �" \�- -�- -� \ _ = - - _ � � exisnmc aiw c � � \ xisr R�w F ' � � � F \ � PA�� '�\ � v�Z � 15 ��= _ -- _--__ `- �--_ ni i� \ �S � ,�,� \�s� � RCP-III — ..p/�- - - -r Fo- � � - - _ _ U �� i ,� W � � J F VV �� _ _ _ \ / / � \� �/r� S ONQ � � w -__' — DI— N ��� ��-C�-F =--__ TFo_ � �=�� � I � `v� S �-'.,2'�� - _ - r- — - � ' _ � ����p�•,,yry Z� ss e P ' _ � ���� � �= F- REMOVE 23'+/m �B_E � I ,YP\„�/b ./ . W O X� Hoa � �/� _ 15" RCP-I �__� _==�36° RfPvo_ _� """"' __ ' ��tv( . �� - - _ � X � s � -F RETAINSS \ � � � REM���' � RETAIN ¢ �� � � _ � ' � ' ` � F � � , _ ^ I M � � � _ � CB-F S "' � - _ � V k -._ n av cs- �'� o �� ��___ cRue --4-__ � �arE ��� REMOVE 40' +� � X �y\ \ - � �� � F� B.,HDPE ��<� 36`RCP-III % �� — � � ..�".::. .��,.._ _'--___ � . _ / _ _ - _ � — C � G F �� C -F / �� I \ � DO HW F `. �'_ ��X� g #7 �--_ � e�__ _ / �\\ � �� � � � � E P� PUE � I -F____________-RE CB-F y ,�a `FLOWABL �`�� �DI� ' I I �� C� MOVE yy � T.5 7.4 CY � � N B � F � � � / � PUE � I RE OVE__ H \�"-� X�36'=RCP ' —�� ' „ F \iI \ \ F O �-� ss �� �v� f � PUE PU -i E �, cxisrwc R,w i FV � F \ ��__ `�, � ; coNc � O. N -F / X REMOVE HW Q �� 12 —_ _� � � , o 8 4'+/- EX. � I P \ _� GRqpE � �� � _��� � �� � p� � / / OUSE�I 36" RCP AND � -�' �p UE— �.BERM � ss `�� � OQGe F(Oyy �\�� � �� W � O � � � E%TEND $PECIAL LATERAL V DITCH � \� _- \ \ PUE — � _IV qe(f \ \\\ � �� r F0� � h O � 3 z k I .. SEE DETAIL SLVI � s \� � � PUE � � � E`q Z Fl(( \ ` � x ..--�.... o \ � ��--PUE � / � sr \cr Ncs9 �� �� � 2 � 0 c� �� � �/ £3 .. sPrtiNc ��A t-� \ \ C3 �ck � F F . � � � ze,e� �, � i ti 3i J HAROL� MCCWRE k I I HOUSE \� k`�' � \ fl E' � 'iQ BER,1� � � � W s ���k x k�x x � � � � �� �a � � �� � �} Q � � E M�,c cur � � � �� � � � � 2 n � /0j / LATERAL 2' BASE DITCH `� y`� \ � LATERAL 2' BASE DITCH �X \\\\ � �� � 4yE� � -. J� m SEE DETAIL Lel y`�� k� I SEE DETAIL LB7 `� ��� � F F v "' / SOIL E5T 127 CV DDE x�� RN � E5T 261 CY DDE = � —� d 5�/ ' � ti L EST 56 TONS CL 6 RIP RAP k � EST 56 TONS CL B RIP RAP \ \ �SF� // _. i EST 166 SY GEOTEXTILE � � fJ � /� k� � EST 164 SY GEOTExTILE k� \\ Qfl// F X� k _ + � p � C3� �Q/ / � � \ � � �' � O � � �° � -' �' e�' // } 32 -�� � �� �� / } BERM o�T�H � �/� SITE 5A � / / `+ � / SEE RDWY STD.240.01 J HAROLD McCLURE � __. � � � � c' \ \/ � iqrERn� v oiic. FILL I�WETLAND N � -L- STA 80+75 to 81+U RT ---d,,,,_J / �,, `�' �. SEE DETAII LVl � � / \ \ / ST 1053 CY . E � MICHAEL H McCLURE SHED - � �� � � j/(J�s�� �� 168 SY. IR FIBER /S a , '� f ` � �/ / . , eR � �- ,/ � �- L £3 / O � i o �o �� Q � � � . � <�oc, - ee - - , \ �� P�amreR 38 J -" fl s , � � /°/_ s� m �/ ��_„ s�D �� � 37 roMAs FicueRoa � �� \\k���� ` ARGARET SHOOK DONALDSON o \ �� k� � �' DETAIL PRl DET T$1, . UI PIPf OUTLEi RIP RAP STANDARD T�AIL BA E DITCH�' �8� .- ~ 1 Nm m s�oial 1 Hor e s�aiel � \ ,- ��\ No�uml Naiural �/�/''p'�'\ � � \ - �� Gro�nd ?. Gro�nd �P1 / X-��� w �°�" _ a, ,o y --E°o a � p 1�> 3 9 � k�X \ d =� `O m r'' eµ" a d � \�N ds��� Geo�e.nle B Min.D= 1 Ft. JAMES F COLEMAN �\t� <HANN L BED Max. d= 1 F. �� \� \ oJ � Length= 15 Ft. ra,;oni�� •wn�� B is < 6.0' g= � F�� OL � d= 2 Ff. Type of Liner= Closs B Rip-Rop � T. Est.= 6 Tons of Closs I Rip-Rop Ns FROM -�- STA.88+35 (83' lT) TO 88+43 Q2S LT) PARCEL 39 DETERMINED ELIGIBLE FOR LISTING ON �� -L- STA. 83+33 (73' Ll� NATIONAL REGISTER OF HISTORIC PLACES N�. 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REFERENCE NO. SHEET NO. � � A-001 1 C X-35 � � � N � � , � �, 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 20 1 1 20 0 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 , ', S E T 17 F 5 �, o.o 0 , _ _ _ 2. � ti i C LVE T EP T E EP , H E DW LL , - � __ __ __ __ ____ __ __ __ __ __ __ _' �i �--� — — — — — — -- — — — — — — — — _ _ _ _ CULV T SHO N IN APPRO . i � � LOCA ION F R INF RMATI NAL II � � — — — — — — — ii • I _ � ! I ! I I ! � � — — — � -- -- -- ---- -- -- -- -- -- -- io -- ---- -- -- — — — — — — — — — � i___ _ ___ — . . __ .— i �.0 � �i � _ — — � ?. �i i / i �� i EPE ET P � i � i— — — — — — — — — -- — — — — — — — -- — .— � � ° � �i � � - — — - — --- — — — --- �i � i i . 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SHEET NO. � � A-001 1 C X-36 � � � N � � , � �, 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 20 1 1 20 0 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 �, P R I WI N �, � � H ET 1 F 4 �, �'�, ___ ____ ___ __ _________ __ ._ �i M i � ii O� M � �. 2 � °� 0. 2 � - � _ � - - - - �1 ' � --- - _ \ �• � '� TEP \ � i � � � � - - - - _ �� 193 040 �, � �.. - -- � - - ---- - - - - - ��, , � . : :: : : � , ', M , � i M i O� � — — .� � — — -- — _ 3, i i _ __ � i -__ �� �i E ET TEP � I � , _ _ I I � � �� �� � � � � � � � � .:J 1 � _ � � - � � -- � � I� - - � � - �--- - - �' - I 1927. 5 ' + . � 96 0 00 _ _ _ _ _ _ _ � . , � o.o 0 � / - - - _ � ? I _ I � i �� � E ET : TEP � : i - � �i - - -- - - - - -- - - -- - - ---- � / � � �i � � .,� / �--- � _ _ _ _ ___ - - --- - i � : : : : : : : : : : � � 192 .41 � �- � � � , � , W , � � Q . - _ , _ � X � � � , � , � � , � , � � � Q. � � � � � �, I � � 0.0 0 , 3 m � ? , � -- J ' o � �� � � i � � EP T E EP ii �, i i � � - _ _ _ � I� - - - ^ - - - - _ - - - - � ` O•1 — -- .� -- � _ _ ---- -- -- —__ '� � , i � , � w 1923 77 � �; � � . � � � � , � , w , � � � � � � � � � �� � � �� � o� � ', ��� �� �%� 1 0 1 0 1 0 1 0 1 0 1 0 0 0 20 1 1 20 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 I N�� N Z 0 N i � � Q � � � ro � C � O � � C N 0 C W � H E � W a ro EXISTI -1150 -1100 0 Y�■■■■� 1■■���� v�a���y C 0 ���aa�� ���mma� PERMIT DRAWING SHEET 19 OF 45 HYATT MI LL CREEK PROJECT REFERENCE NO. SHEET NO. A-����� RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �N�����.� � ��..�N� DO NOT USE FOR � W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� M A Engineering N� License: //� Consultants� �ii�. F-0160 598 East Chatham Street Sui[e 137 Cary, NC 27511 Phone: 919.297.0220 Fax:919.297.0221 100 150 � X7' RCBC l'J W/ TOP BEVEL9 STEEL DETAIL SBl (NOT TO SCALE) MULTI- BARREL CULVERT LOW FLOW CHANNEL,SILLS AND FLOOD PLAIN BENCH 'NOTES: 1) NATNE MATERIAL BE7WEEN SILLSBAFFLES IN THE CULVERT SHALL PROVIDE A CONTINUOUS LOW FLOW CHANNEL. NATNE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE THE STREAM OR FLOODPLAIN AT THE PROJECT SITE DURING �—�0'—►1 �-10'—►-I GONSTRUCTION. ONLY MATERIAL THAT IS EXGAVATED FROM THE STREAM BED MAY 48-, BE USED TO LINE THE LOW FLOW CULVERT BARREL. RIP—RAP MAY BE USED TO SUPPLEMENT THE NATIVE BED MATERIAL IN THE HIGH FLOW CULVERT BARREL 5�. IF RIP—RAP I$ USED TO LINE THE HI H FLOW CULVERT BARREL 5, NATIVE MATERIAL SHOULD BE PLACED ON T TO FILL VOIDS AND PROVIDE A FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE 7' MATERIAL I$ $UBIEGT TO APPROVAL BY THE ENGINEER AND MAY BE SUBIEGT TO PERMIT CONDITIONS. ---- 1.0' 2) SILLSBAFFLES ARE TO BE 1.0 FT. WIDE, CAST � SEPARATELY AND ATfACHED BY DOWELS. � 3) TOP OF LOW FLOW SILLSBAFFLES SHOULD ��0' 1.0' MATCH STREAM BED ELEVATION IN LOW FLOW CHANNEL OF STREAM. (THALWEG) 4) DO NOT SET ELEVATION OF HIGH SILIBAFFLES $ILL$ AT ABOVE BANK FULL. INLET AND OUTLET 5) NUMBER OF $ILIBAFFLE$ DETERMINED BY THE ENGINEER. BACK FILL WITH NATIVE MATERIAL /te TO SILL HEIGHT FEATHERED //''�� re TO E%ISTING GULVERT FILL � �—Ts/ e _____________ ,.. ��— SILL i i ""' — '__ ' '_. �, ��...�� te i � �,:_� � ,, � _____________I THALWEG .9 � sILL i ExISTING z@ i .� TNAIWECi BAFFLE � 1O�X 6'RCBC � �_ ______ . ✓_ __�� �_��\ 1' 48" RCP NUMBER OF BAFFLE5=2 ���� � FLOODPLAIN FLOODPLP.IN ON 35 Ff CENTERS FROM DOWNSTREAM SILL BENCH BENCH pLAN VIEW 9�3 N Z Q N w � 6 6 � � � rn � 0 ✓ � 0 a � a N 3 E a � si � e � � � � � � o` i � � [ � E 0 � w � � � 2 W a / � - m� 1,0�1 �P g3 �p,0 BARN 45 �ouisE rucKER TERAL 2' BASE DITCH ETAIL L61 EST CV DDE ,�.�EST TONS CL B RIP RAP v \ � � \ \ � REMOVE � � HEADWALL � /� / / / NOTE 1: ��� � BERM DITCH $EE RDWY STD.240.01 ('� / / -L- STA 126+50 to 126+75 LT � � � � -L- STA 126+75 to 127+75 LT �6- .k3s �� �7 / -L- STA 127+75 to 128+25 L7 , � � � / -L- STA 128+25 to 129+75 LT E) / �/ �� ee . [? � � ���� � � 4� ° �� � � / �`�/j� 8a � � � �a � � � � � � � �� � j�/�� � � � � � �3// � � � II �//���```$$$� 59 � DAVID WALLACE \ ��/ � � GERALOATES iEo� � � � . 't's� � � F.� a �� � � � S ��� � � � ��F BEG CONSTRUCTION � -Yll- POC 13+00.00 � BERM DITCH SEE RDWY STD.240.01 -Yll- S7A 13+25 10 14+00 L7 -YII-STA 14-I�00 to 15175 LT w000s � � � � � a �3 �`� b �3 � � � � . I � � � ('- \ a .r^^ ^'" �`� I / � � � � � t> SITE 8 � � � 5 BR �� � � � \ / \ \ zsFB�s � �� s—� � � �� � TEMP IMPACTS TO --- �-I � -- �� _X 4_s R X��� � sR\� k SURFACE WATER � ��� � T .� � �ftave� � - - � � �, �'�ss a � �/ II 54 \� q SHED �.. I-- � S c \� _� � PERM IMPACTS TO � muRPHv MEoica� cEN7ER iNc. � '�, �i � 5� ci� � �� PD� �s is^ . � � 58 PROJECT REFERENCE NO. SHEET NO. A-00/lC /2 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER :]E1LIN�IN�IB� 1�1L.�NS DO NOT USE Po CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� M A Engineering N� License: //� Consultants� �n�. F-0160 598 EastChatham Street Suite 137 Cary, NC 27511 Phone:919.297.0220 Fax:919.297.0221 SURFACE WATFR �\ mo � . � --- ' � � � I cRavE� V A� � - � � � - � . . - - ,isnNc aiw �� — TOE PROTECTION ' SEE DETAIL TPl I _ � _ \ � IS MTL B115 \ . � / / \ _ � , -i� p , �� - � . BERM DITCH BER�-B4I S1 _ _ y� � � � � � � � � ' �� � �� � �\ . (SEE NOTE 1) �57 .. & M0 �G fSEE NOTE�4�w � k i _ � � �� ��� HArEsvi��E HOME FURNisHiNcs iNc JA cR �� - � � Y$°-°��R��� i' � ���� 0.c � �� � � \SF 8 BD � Q � � �I /� ���� is MT� aus � � I.� � ���$sT i� ��E �� r��2 � � � (� p � �� � � ��� �; c — ; �-p°y" ' y � � � gD `� � ��I � esr � ��z� esr � � _ ����� ��P ;����i� y✓+ �� � I G-----�-- — 1 E es�E�E � �--, /� ,-' �� jyn i ta^ i O � EL80 � a� B5T I E F � CB-G - 7, _� oi i i 28� gs� j� � S � . - OVE ExisTiNc aiw E E 2GI _--- j5„ R C / 9 � � � �-- � i R - - i N�6 � � V �O � _ WOODS /� CB F o � - - ` CB---C�C����� REMOVE o_ - - -C� T�pF° — - - - - - / o_ � vE " CMP CP - - i /� / ss 'CB'E Y` / RE_M t w a � P� �` I F L � -f- E TING R/W � �C � I� IGN C � — - - -� - � � �� � � / � 18" R III 15"�CP-III ��HQ' _ - - - - _ - - � "-RfP-iV - 5„ T- CB`G _ =�' � �1l pP� /� ^ 5„■ ----- - _ -� �— g"G-' ' �Ec� g• F� rrn�z _s--r-- ; -_� � �MT� _ _ --- r��� - -_� _-- �L9�N0 r fi - � � -IP6.. _ _ _ ------��-M=����� REM� __ -' � __� ' � � 1 � $5� _ _ _ _ _ F�� 3 � � / ______ __ .. • --- ' � Egj. ,�� __—��---_—_ -_�— ___�� ___- ---- ---- 4f"����e�- -�— _' == �--- _— � �3 I __ NC 69 28'B57 �� T ro - � —�—i_— - - - � � `� �1� H I %%�4 REMOVE G --� e ss Cg' �DIP F � iF � w RETAIN-- —_=—� ss / //R�g ZN -� ------- ---------- -- ------_ \ — — II — — ---�-� �MTL — �gs• I_ _ � � m MTL i o -rs \ � II� 85SDIP � / B� - ■ � MOVE � � � / � � � - - - ss II 7YP. I� 5 \ � � -IF � W 15" RGP-III CB-G � \ SIGN =N i, �,CB-G I' _ ____ ___________�"____ � GFAVEL _�J CB-�'Jg i � scRu — ____________ F 1S' RCP-III - I� FLOWABLE � � �� F � � SCRLIB _ � -- '' 1 CB-E PV - I I \ F y� PUE— wE���l a _ `" ec X— q 3 SW ' � \ — 1 I \ � p � AREA � F F �g-- q,� �isriNc ww ex�sriNo aiw � X �� i X Y � V I OF � w _ F eows 1( � �� \ scRue � \ � � PUE � , is isiab ��a R 1 60 s / CB E BILLBOARDS \\ ) L W�pO Y� I � W I � B57 �: EC JIMMY ANDERSON � i�/ p a - � � G - � / /_ee� � IPUE � � � � p � C � F AREA � � � � o/e I �� E �'- n, Nzs Fo � � FILL EST_1 appE � RETAIN TOE (jROTECTION �� $5� DETAIL TPl 52 BJEJ OF CLAY COl1NTY LLC � 0 +38 � �7 F � � \s '- ����� � � - 80'8 I� � �96.62, / �G F \ 6 - .� �e ior-- I � I i PD s Rue ' I F \ w �y // . � .. _. -O DISDTOURB WELL �� ~• . . � �/� . r � I� I ��` g� �- -- A A 56 w000s �� ^p� 1 � / "m PERMIMPACTSTO , � I IF � \� � \ � 5ouruoE,�To .� � �3 ud'-RETAiN�- m� �. � / �e � SURFACE WATER E Ec \ . � ,� / aennove � I � � �' naen - �,r,A � / �� '1���y / � i ao' +i TEMP IMPA O -. '. I � � �� �� � A � 5 � , �� , � 15" CMP SURFAC .. ATER ' 1b PE , w .� � pr" � i \ / �Sg s �. I �. / � � � � SITE 8 �� � E� AREA'� �° ` � +'� �� WOODS S3 I I� RETAI E �� \ SCRUB / . - � � I � RO�NEY HAL BIJRCH III WOODS E � \� \ /� �Q.P� /�\ �\� JIMMY ANDERSON � Q Y / � � I � \ _ \ ��.o � , waoos \ � I , _ � � ��._-�--1, � I��o m,�a A � i � � � �� � I\I\ �� � � -----� - � � �.a` � � � � , � � � � � 11I III\11\\�� �a .. . .. I - 9T5 ` \ ,., ' .. \,+m.a 9ep // I I i . '. � \ ' / �� \ � � ii � � DETAIL TP1 DETAIL LB1 TOE PROTECTION LATERAL BA SE DITCH o INo� s<alel F�+�s� INm scolel b Co! �,o/ ,�\F��S�oPs Nciurol �-- Ground 1:! p '� 1"iFl. Slope d d Geoleaiile GEOiEXiILE Min. D= 1.3 Ft. d= 1 F. Mox. d= 1.0 F. `When B is < 6.0' B= 1.0 F. Type of Liner= Closs B Ri�Rap Type of Liner= Class B Rip-Rap 6= 2.0 Ft. FROM -L- STA.117+25 TO 117+58 RT FROM -L- STA.117+75 TO 118+36 LT FROM -L- STA. 118+40 TO 118+85 LT DETAIL PRl PIPE OUTLET RIP RAP (Notto Scale) �°�"_c��'^m.z a.�'_—_�°o�d n����,. Length= 18 F. ��rya anie�fo d= 3 Ft. Est.= 14 Tons of Class I Rip-Rop -l- StA. 117+60 1120' RTI � m � � � � \ � \ B\ sT - � �DENOTES IM ACTS IN� SURFACE WA ER PERMIT DRAWING SEE SHEET 26 FOR -L- PROFILE � DENOTES TE RARY SHEET 21 OF 45 SEE SHEET 34 FOR -Yll- PROFILE IMPACTS IN SURFACE WATER DRIVEWAYRADIIARE70'UNLESS NOTED OTHERWISE. 6 PROJECT REFERENCE NO. SHEET NO. o' � A-00/lC /3 � � DENOTES FILL IN SEE SHEET 26 FOR -L- PROFILE ILW SHEET NO. -- SEE SHEET 34 FOR -Yll-, -Y12-, &-Y13- PROFILES ROADWAY DESIGN HYDRAULICS SEE SHEET Z FOR -Y��-�-Y�2- $� -Y�3- ENGINEER ENGINEER INTERSECTION DETAILS �DENOTES IMPACTS IN DRIVEWAY DII ARE 10' UNLES SURFACE WATER NOTED O HERWISE. �lAp ����.���N �8� l�l�.�zvs �e & MB PROPERnes ��c DETAIL CCl 83 DETAIL LBl DO NOT ose eo CONSTRUCTION � 57 5J C(A otEa Sme)GE Nq , LATERAL BASE DITCH DENOTES TEMPORARY O ?o � ,�°��°�°°�a, IMPACTS IN SURFACE WATER gEa�+ DITCH �ERA�o YATES � p,00,,, N������ b SEE RDWY STD.240.01 P G.o��d Na�ural Z. �F��i -Yll- STA 14+00 ro 15+75 LT �yy^� ?:) e I I Fill Slop ���_ Ground d ! D , ���' Slope ou d ' 1.5.� p �,-�}. �� _ DOCUMENT NOT CONSIDERED FINAL { ceorexrae UNLESS ALL SIGNATURES COMPLETED Exis�. Channel Min. D= 1.8 F. GEOTExTIIE Min. D= 2.4 Ft. Mox. d= l.o Fl. Max.d= 12 Ft. 'wna�e�s� ba. B- z.oF,. M A Engineering NC q Type of Liner= Closs I Rip Rap 6= 2 Ft. 6= 2.0 Ft. -- License: Type of Liner= Closs B Rip-Rop -- F-0160 FROM -L-STA.138+50 TO STA.142+50 RT FROM STA.-L-132+25 TO 133+00 RT _— Consultants� In�. E . t� 598 EastChatham Street Suite 137 Cary, NC 27511 I / /�� � \ 6 Phone: 919.297A220 Fax: 91A297A221 ��\ 8� � \ BOBBY BRISTOL,ET AL PERMIT DRAWING TRA Y Ha�SE �� � SHEET 23 OF 45 o� � �; h �8.. � 005 � � � � � y � � , , � � i . ° 6z � ��=� \� \, \-, � � F �' �� � ., , � . ... �RANT Ni�H��S�N ... \ \\ _ _� - � � ^ BERAh DITCH 1` � � . SEE R�WY STD.240.01 1\`\ � ��_ � 2GI \ \ `�'"���\�' 111 -, ` , .\� . \ � -Y11- STA 18+25 to 19+�00 LT 1 . .. .�.. C X�O s��_ -po\ \ fF R� ��TC � � � � � \\\ \\� .. \ � . a � ��4, -�-sr �sro.� zei, za�^� A�� I ` � \ � � ���- ,�`�^ 5� �\ �. 9 qs��a+z5?oo.oi \� ,� °bo� � _ �� � / �� / � , � �� y • , y O REMOVE % � � �a\\�� . / � � - \ , �� � ' � \ ��-_ /�, � � \ � � _ � , r 2 TF 19'+� EX. � \ ' ; ' i \ � \ 9� �lII- {V � � � 18 RCP A N 2GI � . . . i � � � I I �, � . �\`�%q,�\�\�. Z �4 �.4i .-� �C --F\\ _ R \\ ' \ ' �` O 2 h \ � � \ ��., �B-F 2GI %n � : . y� v � � \ ,, \24" RCP-II I \ - � /��,�` h� �y �\ c�p N� \ \ \ \ � E _ - � 1 - I� �—E�E W00�5 >\1 . SEECDETALP.TSRAL V DITCH ' //�� � � s9 r Fp\ \ \ °� w -REMOXE_ ` � E - _ _ _ _- - - � /�� O �� za-a� � �� �w c'' / � cs-e �i� -o � � � � � �� ° w000s pUE //�� o �\\ � � � � �� F '� ��s � E��E // cr ET � � �\ \ \ � � p -/ nmc R�W \ �-� . / � i �-, �� � - - O R A �� ��� \ � � � � _ fSi ZAB�E Fl(l ' - - 04 — - � ��// � ON a m ��� �, s.acr ' - � - Fi �� ��—� r0 \ , Fo- - F , � \ �� o, �\ s— r � - �__ o ____ �Z f--- ---� —_ i _ _ �'� � — _ � _ _�y, Z�\ � �'-�.. \ � � � ' � v "' 15" � I � � �_ -� 78" RCP-IV i � W \ \ F � �\\ \ \i\ �..�\\\ \\ ` � � - ` _ i_CB_G 15" RGP-Iv F _ 24 � CONC.DR =�i�// W N RCP �, F \ � \ ��p � � �� — - - _ /3� ? _ MP —140 � � N b��n� � N �, y� � Qu� \�,p�� �a�w - �� l � - -__---- u - �— — eenaovE- — ---- '-_"_ _� �i! � y m -. 4 . � � —_--_ ---_ - _—_--- � _G —_ / F -��� �{R�110VE ""//— �--= - -- — --- . F�iABLE FILL--�� � C�PJ`Lr _ _ _ �-- ._ rP ss Y // \ F � � � _ _ _ - I -- CB-G M CB-G � ��r � CB / � � � I � " � ���,�PO� SITE 9 �` - "' -" REMOVE �- ' CM IS' CM� AiM6VE � 9e A I E� F � �N =19�3.28' —_�£3-�1 �� ��� � RETAIN-_ A � � ��F ���� yyy����,,,___����y �- _ � 1� � 4 _i � �� � 7 c �e- G�\ 1 ``\\ �'} v�'"�' /� ! � �, ! / —�F -'�� W 1 � - C � ���5 �� � � � �- � / � � / � } ��E i �R _� r _� � -� � ` � + GR4DE T�� � RAI N � e - - F - rn � - � -. . LATE ETAIt LBI��T� � / � �C �\��„�� �` � `� S"t � I 1 ' I _ ° �Si'Ti Cy-BDE \ \ � �'2Gf ' � � � �r � F, �- I Ex�sr�H qiw F E IMPACTS- o / % = _ _ _ 11Q5-= _ _EST 35 70N5 CL�,RIP RAP � \ � \ W / /� 4 � � \ _ _ \ � r0 EX GR GR \ � � � � E E �11R�FJYC€ WATER EST 79 SY GEOTE�15�e END CO STRUCTION / /i � � � � \ V / � ; � � -Y13- OC 12+50A0- � fl / i� - � � � A � � �E"^ �-� j��r s• � V A� �F,,PIL INW� �� 66 eaENo�MEn�ows ��7 /� -- EO C �GHA NEL CHANG / � � ' ' 0 � � / � �` � � � � � ' �P NR�o� �YRE � � � � � B� i SITE 10 ETAIL CCl .� // PERM IMPACTS TO\N / I s9 q 39 CV DDE � �" �� � s � � � J�MMv ANDERSON SURFACEWATER �� F �" � C ��si ------ � �os � � � � � � � �"'� / � - � - � p ��. __ 2 73 TONS CL I RIP P �/ EX� ��7AIN a � � \ � � / / / ' � �r \ � � 14 SY GEO7EXTIL � � � -6VL DR - - � � � \ ( � � � �� �—e Im � REMa�E � F9 � SITE IOA ,aa� %oos �� � � s\ / � /r K LY�EDFCI�D � � END CONSTRUC7ION i� `� oo � � F. �� x�£� `�%s,,� � as�a� / % � � E � -Y/2- POC 13+50A0 / V/ � � � � - �q ETAIIJ���pS° �� . � W �� / ��R�� '�o �A � / // P \\\�� \ � � � --���R�N, /Mrl / „/E+Sj ��� � \ � � / � � s ❑ B —p� F I �y / / \\ � . \ �Op� � R�IN� \_ RETAI�� �� � 9 U �'y F� ��i�,�� � `v' � � � � � ' � � fJ � � � WOOOS S � — GR pR � �(� / I `v' �, 1 � / �G caa � \ o � 5 � � _ _ � / 005 � e �- -----� --- ------ - -- _ �� 4'�'\ \ — ` wo � � ���-- SR ll4/ SWA/MS R� _--_--___ / ' \ a� . � �RqUF� �- I �: � i � j/� l7'H57 RETAIN� _T � \� . \ �� \ � � q�\- I � j ---__— _ � � ���CM� V � � . ` �o� - \ \ � � � � � q , e �3 � I � ; � � i �0 � - �_ - - , � � �� oo Not � � - � � I \ - � . � �' w000s I p /� /'-_-__�-------_,� //� DISTURBSIGN : I 0� Fiq - . � �� � - WOODS . � 1 ' I � / � � �/ fl n �' � 63 �� A � HE� �wnR� � HENRv d KiRev � � � I � ( � � ��''q�F� � � � £3 THELMA HOWARD � I � �� � � � � KELLY HOLDEN ALLEN MONKUS E � � � � �/ fl fld fl � ' RoeiN RicKMaN � . \\ � /_i � � p � �y fl �fl � K � � i� / �� � fl fl fl w JaMES GBSON SR �� �� 65 / la� �oo � �� �y Q� � Q pa D AIL PRl � \ � � �3 PIPE OUTLET RIP RAP � PWE GROVE BAPTIST CHIJR � �CS V � / \ , � �Nofto Scale) 2 / LL' � i`."t rou �- - "�•rv, °% "- -- �nE � / � '\�. G'4Al�FC / / \ �v � fl '�'H`B,wone ,a"�}y.�. a � / / �, ~ fl cxaHHei o� / / � Lengih= 18 Ft. N,,,,niejFo N-p � d= 3 Ft. N \ s' �`�/ Es1.- 17 Tons of Class I Rip-Rap i �'( / _� ' �� \` / -L- STA. 131 +68 I105' R� • _� �� �� ��� ������ �� �� ��������������� �mmmm���� • � � � • �. -� �� �� ���� � � ������ ����� , � - . �. - �� ������ �� . . . -� �� ��� ��i�d� ������� . ii • •. ��� �� ���� �., ! , - � � � � �� �� ������ 1 1 � �� �� � �� ������� � ��� �� ���� . 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REFERENCE NO. SHEET NO. � � A-001 1 C X-59 � � � N � � , � �, 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 20 1 1 20 0 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 �, P R I WI N �, � � H ET 2 F 4 �, , �� , �, � _ ; � �, ,, � , � , � __ _ ____ __._ _.__ ._ _ ___ _ _ ._ � � �, � m m — _ . � �� 0.04 _ __ � � 4 :1 — � � -- — — �P �i ;j � - -- - - , ; - ' E �91005 ` � _ - - , � __ _ _ � �, i i . /_ _ _ - - - - - ?.� 1 '� 19 1.34 , � , � , ` � �� �� — � � � - — _ o� 0.0 0 � I — , � --_ _ --__ 4: 0 r __ I ____ — -- , : — --- — — � :� _ _ — _ �i � � - I� E 9 038 � - - - - - � �� ti�� , : : : : : 198 .11 : , 3 + 00 � _ _ _ _ _ � _ : , _ , _ , _ , _ , _ _ _ � —_ � � � � � � M � � �i -- _ _ � — � ', DRI WA �' -- - 3: -- � 0.0 0 :� __ — — - io _ - � - - - - - - - -- - - - - i -___ -�_ -- i -' ---- -- - E1EP � � � � 3 0 � � � � , � � � � , � , W , � , �, _ _ _ _ _ _ Q - � II i x � �, � i � � � �� ��__ �i � ��` i � i � i � � � i Q � � i � - - -� � i �, i � ', 3 ? �� , � � L �� o o DRI EWA � � �� �o . 13 +35 _ -- i �, � _ � � � p• ,� . a — — — — � i � ` �4� � 0.� � _ _ _ _ � _ � —_ _ — -- — — --�_ o � 0 —�— � ; � � ETEP � ii W ' `� 3 + 0 � � � � � � � � , w , � , , , � � � � � � �� � � �� � o� I N�� I \ 7� I \��' � 0 � O � O � O � � � � O O 20 � � 2� � 0 � � O 0 � O � � � � � 0 � � � � I N�� N z O w � 6 6 � 0 � rn � 0 � C 0 � O Z a a N 3 E a � � � N 3 � o` i � C E � 0 � w � � 2 a � F DENOTES FILL IN WETLAND DENOTES IMPA TS SURFACE WAT \ DENOTES T PORARY IMPACTS I SURFACE WAT � 67 <x i'�. PEDRO GODWEZ � �s 0 + � � y � �� �Z � � ��' W W N � W �� W = y N � � ---� — � '--- � 62 /� cRnNr wcHo�saN / / WppQ� � � SITE 10 - -- — � � PERMIMPACTSTO SURFACE WATER � � % �'�/ a // �--- ---- ��\\ / \ / � aY �ft���� � / �• � ��} CB-G 4' CONC. _ 173�SJN5 CL I RIP��\ \ ""'t.,-''S' ( 72 ) � �� 1 � DAVI WEST �� NnNcv c.�eoFaRo s _/ L � � _ RETAIN — ' .. _ —� . _ -z-_ -- SR 1142 BYERS RD l6' B57 ��_— - � - �r ��'� ',�,��. .r �,� � ,, C�"� � �--- ELL LED 0 D , � \�T 69�TON5 CL I RIFl - � '� T� 146 SY GEOTEXTI � C �\ �\ _ �x�, �.\pc�' c�' � � ��"P � KENNY LEDFORD� � � �� � � � � � ����� � - _ \ � � �-- � -� \ \ � IS' OAK BONNIE MONKUS .4LLEN MONKLIS � DETAIL LB1 LATERAL BASE DITCH �Nor�o Swle� b / natural / Gmund Z�/ p � �"�� Slope d GEOiEXTILE Min. D= 2.0 F�. Max. d= 1.0 H. •whm B rs< 6.0' B= 4 Ft. Type of Liner= Class I Rip-Rap 6= ] Ft. FROM -Y14- STA.11+42 TO 12+00 RT DETAIL PRl DETAII TPl PIPE OUTLET RIP v.P TOE PROTECTION (Nmw Scale) 04 �Notro Smle� ���s� �°�---�„�^M.,� --c"�°o��'�a °Ony 1.>E��s\oee "�e �'o ',,..+�' d d f � e Geatex�ile CHANN L BED d= 1 Ff. Length= 18 F. �va,;enie� d= 3 F}. Type of Liner= Class B Ri�Rap Est.= 10 Tons of Class I Rip- ap FROM -L- STA.148+53 TO 149+25 RT O -L- STA. 149+34 (89' L� FROM -Y14- STA. 10+77 TO 11+13 LT 69 68 � � „ I � ,r� � KERRr srAroN ROBERT BRIST04 � � ,t� � �� ti.� � I I � tiJ I / i i s�R�e � i i �� i ii � � s�R�e i i i �� � ��i �� J i �� �� � / w000s � � � � \ � � � \ \ � \\ � � \� \ � �I � WOODS 5" \ � � � � \ RUB \ \ � // SCRUB Q S�� 15 J � \� �Q� �-JS " � J - \ SC �(` e�� � � I C � \ e. � / �JS � % ExisnHe aiw _� DE � ` �/ � REMOVE � I � R � _F E 4 -\ � � � � /c _ _ nNe aiw _ C za^ \ �F " ��- �/ ETAIN �} ���_ CH�€ L CHANGE 1I SEf"�I'AIL CC3 EST 150 CY DDE EST 84 TONS CL I RIP RAP EST 168 SY GEOTEXTI END CONSTRUCTION -Y/4- POC 13+OOD0 �2 � �{ �, � �'� �3 / �� 1 �� LARRY J OWENS \ LATERAL 4' BASE DITCH ��\ Q � SEE SHEET 27 FOR -L- PROFILE SEE SHEET 35 FOR -Y14- &-Y75- PROFILES SEE SHEET ? FOR -Y14- & -Y75- INTERSECTION DETAILS DRIVEWAY RADII ARE 10' UNLESS NOTED OTHERWISE. � PERMIT DRAWING ti,�a SHEET 26 OF 45 � � Phone: 919.297A220 Fax: 91A297A221 � \ I � —� -- \ ��� � �I� �" `� � � BR�o�E� � _� � , ti � I� L �� � \ �N�_,9p�.�o. �� ` c�'�\� �9 ��Igp I o5 W���S � � z.u, � � ��� � � � d\ � � � � � C� �—\ � 1 - _ _ . c`�' . � � � sbT \ I �— — ; �� Fr aaiocE �� v �� .. � \\ � ��c�-� EDWARD LYON � � DOCUMENT NOT CONSIDERED FINAL 8� UNLESS ALL SIGNATURES COMPLETED 'l� M A Engineering N� � �� License: ��J //� Consultants� �n�. F-0160 I 598 EastChatham Street Suite 137 Cary, NC 27511 — / / REMQVE DI & 2' 3� EX. __ —_ �r O ��� O NC sg �\" �F 2e e� � � SCRIJB B- 'C'�R�C`M�� - _ /S„ z � �'-- �CP�V a _ 74 �, ',r�exisrwc a,w / W B-G BRAD LONG �` // � �` � �F \ � �/ / � � 1 I � / � �ye � / � � // ��B-F I w��0 ;/ � �B-� / F �8. � S CB-F / / ��- � � / / QTp �/ 'iC ' -� - � . . � I� I\ � � �G / �BDO \ �`� \ iI \ / 1j�/ ���ii �\Y I I���a / c ' ��a� ___ \ � / � � � ( � �hf .. , �� � ��-_ � �a� < � �_ / ////i \ CONC / ��/' \ PQ/ Co � �i /�,-�,�' T � SEE DETAIL LBl 76 \ �AVI� WEST EST 137 CY DDE \('} E5T 42 TONS CL I RIP RAP MARY WEAVER ' E5T 83 SY GEOTEXTILE � \ �-� SPECIAL CUT V DITCH ��� $EE DETAIL SCl HAYESVILLE UNITED EST 34 TONS CL B RIP RAP METHO�IST CIRCIJIT EST 101 SY GEOTEXTILE OF CLAY COIJNTY � DETAIL CCl DETAIL CC2 CHANNEL CH�ANGE CHANNEL CHANGE ( Not b S le) ( Notfo Smle) � No��ral b Nafural Proposed Gro�nd Proposed Ground � ?, FiII5lope NO}ufOl r_ FiII5lope � _ _ Z'iroun� � �� �.5�7 D �„�} ^ � � -' Tiroun� 7:7 D 7"Rt. �� _ � d � - � d Exis�. Chonnel Min. D= 3.5 Ft. e,�:r. eha��el GEOTEXTILE Min. D= 2.4 F. GEo�E���E B Max. d= 1.0 Fi. Max. d= 1.2 Ft. 6= 2 Ff. Type of Liner- Closs I Rip Rap 6= 2 Ft. Type of Liner= Class I Rip Rap 6= 2 Ff. FROM -L- STA.138+50 TO STA. 142+50 RT F OM -L- STA.142+50 TO 143+71 RT IMPACTS SITE IOB� WABLE FIS — _ _ ` / =/ / � / / � T� 3-eycRavei oR , cM ___ �� PERM Im F � / REMOVE �'� REMO E o�URFAC l �3 � — _ � � �r� SITE Il _ _.�sr��� �� � // R \<y ( ,� � S DETAIL CC3 � �� CHANNEL CHANGE � I (Notto� \\\� �i b Harural �� ��n1 O � FiIlSloed GfOund _ \ flL P�� � tl d �:) p 7"iFt. � _ � � � �����,� I 1 � GEOTEXrILE g Min. D= 1.7 F}, &izt. Channel Max.d= 1.0 Ft. �\\\ Q' / \ B= 4 F}. � / Type of Liner= Class I Rip Rop 6= 2 R. \\ FROM -L- STA. 146+00 TO 147+V RT � . \ % REMOV� // HW r+___ ____________� __ HW r / REM SE DETAIL TPl � / � �ae�oos �'� exisrirvc aiw / • � � e \\�� � ` I/ � � -- � / � C F V � � � „�'j REMOVE �E �=- = s�R�e� Q— F �s �S� F E �_ � S is� � �sr„N�w— a �E w000s � _ / II � � _ SCRLIB �f, I � �,.,�.. �� ���' ,�� \ PROJECT REFERENCE NO. SHEET NO. A-00/lC /4 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER P1E81E1LIN�IN I8� 1�1L.�NS DO NOT USE Po CONSTRUCTION �y �_ �^ `� ti `ss �' 2 / �� \ Z y v� ���� Ry QZ h N R �NER �U ��J ` \ . \� � �� � � WOO�S BERM DITCH SEE RDWY STD.240.01 END CONSTRUCT/ON -Y75- STA 71+95 LT fo -L- 153+65 RT -Y15- POC l2'/75.00 -�- STA 153+65 to 154+75 RT -L- STA 154+75 to 160+25 RT �7 /�,._ J C CHERRY WOODS N z 0 w � �6 DETAIL LBl PROJECT REFERENCE NO. SHEET NO. LATERAL BASE DITCH A-OOIIC I�F � �"°"° s`°�`� n � SEE SHEET 27 FOR -L- PROFILE ILW SHEET NO. � �a���a� �� SEE SHEET 35 FOR -Y14- &-Y75- PROFILES ��o��d Z:� .� �,�. F;ii ROADWAY DESIGN HYDRAULICS D ' sbpe ENGINEER ENGINEER a SEE SHEET ? FOR -Y14- & -Y75- F F DENOTES FILL IN GEOiEXTILE m��.o= z.o F� INTERSECTION DETAILS Max. d= 1.0 H. WETLAN D •whe� a,_ < 6.0' B= 4 F,. rYPe of Liner= Class I Rip-Rap n= s F�. DRIVEWAY RADII ARE 10' UNLESS FROM -Y14- STA.11+42 TO iz+oo Rr NOTED OTHERWISE. P1E81E1LIN�IN I8� 1�1L.�NS DENOTES IMPA TS DETAIL PRl � � NOT USE � CONSTRUCTION PIPE OUTLET RIP RAP P E RM I T D RAW I N G SURFACE WAT ,N�,p 5�a�a, \ ��---���� �--'��d ti,� SHEET 27 OF 45 � �.a n, �.,��a'� , w` O DOCUMENT NOT CONSIDERED FINAL DENOTES T PORARY 8� UNLESSALLSIGNATURESCOMPLETED LCn �h= 1B F. �HANNLBED IMPACTS I SURFACE WAT d=93 Ff. '"°"°'�" ti M A Engineering Est.= 10 Tons of Class I Rip- ap � �� Lice se: -L-STA.149+34 (89'LT) 69 ��J, ��� Consultants� �n�. 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SHEET NO. � DENOTES IMPACTS IN BEG/N CONSTRUCTION A-OOlIC i5 SURFACE WATER �uoY HE�Ms _Y��_ Por u+eo.00 I � I�� ILW SHEET NO. : I� I I ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER .�w000 � �z � DENOTES TEMPORARY �� I� I 81 � � � � W000S IMPACTS IN SURFACE WATER NAD 83 2011 �� I I �YNN E.wa�oRouP pgg�p,IN�IN I8� 1[�1L.�Ns DO NOT USE Po CONSTRUCTION PARCELS 78 8 79 DETERMI ED ELIGIBLE FOR LISTING DETAIL TPl DETAIL PRl �P �� ON NATIONAL REGISTE OF HISTORIC PL4CE5 TOE PROTECTION P�PE Ol1TLET CHANNEL 1F �Natro Xole) (No�to Scale) I� I � �Ap rn� �°r�— — 1 H, .o °i — —' ,G�`o�"�°e d . I � NqN� 1��,-ct`� siore ��' ,�+'�' v,,. d I DOCUMENT NOT CONSIDERED FINAL d � � - I UNLESS ALL SIGNATURES COMPLETED REMOVE 78 GROUN� GEOTE%LILE o<HRNNLBED � - Po< I I C�LLAR AND �� M A Engineering d= 1Ft. I EXTEND DUAL NC Lengih= 10 Ft. ryo,;ania� ROBERT BRISTOL d= 3 Ft. � �' � 48" RCP-III �� License: Type of Liner= Closs B Rip-Rap Est.= 13 Tons af Class I Rip-Rop _� N � I I � _� Co n s u I ta n ts� I n�. F-0160 FROM -Y17- STA.12+91 TO STA.15+30 RT FROM -Y17- STA.12+70 39' LT ---_ � I � w,�- � 598EastChathamStreet Suite137 Cary,NC 27511 � � -- —_ � I ,� Phone: 919.297A220 Fax: 91A297A221 �] 79 - -� _ _caavEc _ _ - - - � 1 �� � � �} � F � I I � � /0 �EMP IMPACTS TO � � aaRanRn caNwAv a Move � 1 I ��1 �0 SURFACE WATER ^ w00DS �j�.� LATERAL V DITCH 1 BEG/N CONSTRUCTION �\ \\ SEE DETAIL LV7 m w00DS -Y/6- POT lI+QQ,QQ \ \ � � EST 51 CY DDE � 1` ` � w HO ` � • � EST 36 SY COIR FIBER e HW pNNA B. GIJTHRIE TRUSTEE \i\ _' __ _ `\� /r pG \'_ �� � ��� NATUR4L CHANNEL RELOCATION TEMP IMPACTS TO 9° REMOVE � pERM IMPACTS TO s � � �i ���� �� see Psn�s zoa nHo 20-2 SURFACE WATER a "w �� � \� \� SURFACE WATER �. � � �56 � � AVA NATUR4L ROCK � �� �. ��F ? � . F� � � � \ \�\ ENERGY DISSIPATOR c�, � \ SITE �J � _ � � � VA� SEE PSH 20.2 4y �� � � i W000s �� �`` � SITE 12 Wo Fr ��.�" 6 � �e • �� � _ � _� �� E eR,ac�/ � \ F I o �� � �� \ � - • L I \ �\�� Q�- F PERM IMPACTS TO �'} t�I � � � � , \ � � -L—J \9�\� �� \ \\ SURFACEWATER /�v � � � I � � ` x � � � � m � \ � � � — F �� \ � TOE PROTECTION \ \ � I ��J� � � � G � � �`.� SEE DETAIL TPl C �\ �\w � � C� 4 , a --a'� � � riNc aiw �e.. � � \ \ �\����BERTO FONCECA \� \� e R�A�� CRUB \ � C � � �—�-- � \ \ � � RET� � \ 15ee. s.�ei I I --_--- ---M_--_ ----'�� --�---_--- � \�� � � \ \�� \+ — — —�° �'`�� � � �i II — -- , �Hp g�� p �, �� �� � \ ��� \ / -�—� � � F�� � � SCRl1B \ +� � / �� — —_��\-{h � I �RETAIN � � � \ \ • ,� � O .. .. .. .. . -- ` � / ��___��� � ---- SCRl1B —=� \\\ , \ \ �� � �N.�+i �o �s � F F \"� 15 a.� at — jR% DWARDLYON�s.�0�5� C � _� / _._��� �F -- -- �--___—�—�--�--_ aa_--�-� _----_ ��\ _ 15�� C y CBF F\ 9gq99e��j5�.. // . / ` �-- _�� —_ _____' �r a _� _ ___-\ � �- 139 � \ J� e�Exb/p/ . ������ __'_' - REMOVE HW, �_��-���i � ��_ m �' �\ \ \ ai / � / � � �� DI, & 9' /- � �_ ��(��"� \ \ ../ / ��� �� —�__ --- __ 1IC8-F EX.36'o CP CB-G ��� _ - _ /T" � �- _ _ -i- • � e� �i � � �� �� � — 15"R _ _ -- � � %� \ \ i � i� /�� �� � o O DI � CP �y ' � - F �aa -�I/ \ � i� i� �����8'F REMOVE \� � `� � \ `�i SGPU6 0. / � �% � � Cg_G _— � � . . _ . . . - . . _ _ _ _ _ _ _ _ Ss_ _ _ BST � _ `� � � , s" ,!� -� `� \ \ i j/ gs RCp ` i � ly�„ �65 NC 6g � ��\ y� % 69 28 15" � � SCRUB —��CB- cx¢rwcaiw B-F SCRIIB �S��RCP_VE �ITCH�� 4q�BSr RfM �� �\1_� F j N� /% _ 18" RGP IV FJ I IV �\ , OVp � \\ �\ � F � �/ - -. � I ' � � �B F �\�\ '�, � y0 � �%// / \ 5° RGP_\ a � � WOODS 15" w/ 2GI g p\ C BERM DITCH �$'•' � _ � � � x k / IV ELBOW$ = . � � \ R M� � ^ � // a 15�• RC P- /i � SEE BDWY STD.240. a i � E p�� � � /� a(� ' � �� R�, ELBOW ' -L- STA 162+10 to 164+50 RT 75"' Rc _ fl f ,� Q G �/ �� \\ L- STA 164+50 to 168+30 RT� c."�, P lV .. � h� ^ � 4� � � B�F � 4 v! � �� � a �N� a�w � � - � � � � �,� � � i Z jYy C / BDO fn � I � WOODS - j�h � y /�— ��\ ���/�}� � � 1 � � � y � // � �\ B�/ //' � 2EnAovE \\ . � T 000s / -- -�- .. 2 �i >y i� \ � � /� � -- . � -_�\ �, w000s � �+ ��� i / \ �' a� �`�. � h tij ��� I �1 � � � �� ��j \ e� �� ti �� . . � / /' SPECIAL CUT V DITCH I �, \ � / \ a T � � I �� �- � � 7j k � / � SEE DE AIL SQ fl F \ c� / � �RAVE� � �, � � / EST 41 ONS CL I RAP. JIJSTIN R CHERRY - / � 83 EST 10 SY GE - � \ �\ f _ F / / � / /� W , j � � a � - a � � � I � � � BERM DITCH \ '. . , _ . �_ SEE RDWY STD. 240.01 SUSAN MORTON / 85 � r� � � -L- STA 154+75 SCRu �� 6oYqs� �. MONA BRAD HAW � Q ��'ppp� a fl ' ., io 160+25 RT �� �� PR yF ' a� a �� 84A s�Ue R�'a'� . w000s � � p \ \�\ fl g6 LINDA OWENBY MICHAEL L. JONES . � � —I � -. - \ \� — _ \ €.� � cneamw000 aa. iacaavec � G�� � _ � 1 — — -. . - � � � � ��Q� \ -- JAMESBBOOKER 84 � ��`.� \ � �� fl fl �� � � \ \1 \ END CONSTRUCTION � �} \ � \ �' \\ T MicHAE� �. �oNEs -DRi6i- PCC i2+7� \� �\ � j\ + TODD SHIJTLEY � � � � \ � \} ` � fl WALLACE L€DFORD � � 1 �� � + WOODS 77 I � � / J C CHERRY SEE SHEET 27 FOR -L- PROFILE PERMIT DRAWING DETAIL LVl SEE SHEET 35 FOR -Y16- &-Y77- PROFILES LATERAL'V' DITCH SEE SHEET 38 FOR -DR161- PROFILE � SHEET 31 OF 45 �"°"° s`°'`� SEE SHEET ? FOR -Y16- & -Y17- / Na e � F.�� INTERSECTION DETAILS � Gro�nd p � 1"iF�. Slope a DRIVEWAY RADII ARE 10' UNLESS An��. o= u Fr. NOTED OTHERWISE. \ / Mox. d= i.o Fr. 6= 2.0 Ft. Type of Liner= Coir Fiber Matting � N Z O w � 6 6 � � � m � 0 ✓ C O 3 � a N 3 E a � si c� e � � i � � 3 � o` i � [ m E 0 � � � � � w a i � PROJECT REFERENCE NO. SHEET NO. � DENOTES IMPACTS IN BEG/N CONSTRUCTION A-OOlIC i5 SURFACE WATER ��oY HE�^^S _rn_ Por ��+eo.00 I � ��� ILW SHEET NO. ; I� I I ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER . � w000 � �z � DENOTES TEMPORARY � � w000s �� � � 81 � � IMPACTS IN SURFACE WATER NAD g3 N'—,4� I�' �vNN E.wa�oRouP pgg�p,IIv�IN I8� 1[�1�.�Ns DO NOT USE Po CONSTRUCTION PARCELS 78 8 79 DETERMI ED ELIGIBLE FOR LISTING DETAIL TPl DETAIL PRl �.P �� ON NATIONAL REGISTE OF HISTORIC PL4CE5 TOE PROTECTION P�PE Ol1TLET CHANNEL 1F �Natro Scole) (No�to Scale) I� I / / � �Ap rn� �°r�- - 1 H, .o °i - -' ,G�`o�"�°e d . I � � . NqN� 1��,-ct`� siore ��'' ,�+'�' a,,,. d I DOCUMENT NOT CONSIDERED FINAL cnouNo d F �,. I I UNLESS ALL SIGNATURES COMPLETED REMOVE � �8 GEOTE%LILE o<HnN\� � I � COILAR AND �� M A Engineering d= 1Ft. - I EXTEND DUAL / NC Lengih= 10 Ft. ryo,;ania� � ROBERT BRISTOL d= 3 FL � � 48" RCP-III � �� License: Type of Liner= Closs B Rip-Rap Est.= 13 Tons af Class I Rip-Rop _� � I I � _�� Co n s u I ta n ts� I n�. F-0160 FROM -Y17- STA. 12+91 TO STA. 15+30 RT ----__ �� � �- . 598 EastChatham Street Suite 137 Cary, NC 27511 FROM -Y17- STA. 12+70 �39' LT) __ -_ C � I I ,� Phone: 919.297A220 Fax: 919.297A221 � 79 --�__caavEc__--- � / _. ' � aaRanRn caNwav � � � � F � I I I /e �EMP IMPACTS TO � w000s � a Move � 1 I ��1 �e SURFACE WATER X� LAiER4L V DITCH � WOODS BEG/N CONSTRUCTION / see oerni� �vt rt, -Y/6- POT lI+QQ,QQ � � � � E5T 51 CY DDE � 1` ` � HO �� • � EST 36 SY COIR FIBER Q HW � � . ANNA B. GIJTHRIE TRUSTEE r a �._ �� �� � Nniuw� cHnNNe� ae�ocnnoN � �� TEMP IMPACTS TO s°� -REMovE �� pERM IMPACTS TO Q s � � �i ���� �� see PSH�s zo-t nNo 20-3'� � SURFACE WATER "W �� � \ \ SURFACE WATER � � � � � � ��� NAr��,� Ra�K �� � e, ,5 � �F �� � SITE 13 � F�� � � \ ��\ ENERGY DISSIPATOR c�, - ��� � VA� SEE PSH 2D-2 - �y �`� �7 � � � ' � 000s ` � — - — - , ��` � SITE 12 � Wo � 6 �° � . / PIPES IN GOOD i,� � (� W � s_\� Fr BRID � CONDITION 4\ ti G�' � \ _ A9VA� E I ��� � � � � � . � � �� \ \ • L � I � `\�� Q�'- F PERM IMPACTS TO �'} �v-� � �, � 1 \ � � -L—J \9\\� �_ \\ SURFACEWATER /C\ p � � � � � � x � � � �. m � \ � � � � � F �� � � TOE PROTECTION \ \ � I � � � I �5'e'�e` �`.� SEE DETAIL TPl . C � �'\� ��\'��\ � — fl �, a --a'� \ � riNc Riw �o.. — � � � \ \ �� � � RoeeRro FONceca � � � R�A��' cRue � c i'� � � �ra � � �� � ------ ---M-----------7�9g --�-- � —� � � RETAIN\�� � 150� �'� _--_-_-_ \ \ � \+ - � � �I � � �Pg� � � �\+ \\ — � \ - / ��—_ � � F_� � � I SCRUB 750 � � \ ��� � \ \ \ � • � � � . +) � ��— � — — --<�'�'��'+ � � � I �GOOD ONDITIO � � �+�, � C SCRl1B �y , \ \ / �j� 7O j5 .. .. . .. . -- =� � /��T MTL i � F MT \ \M\ � � IS �t \ �%ER% EDWARD LYON .�0 )5�0 _ C � � / . � � y _ �-- ___—�— � - �= �_�'��- � - - - _ � � - 15 C V \ fo �r a 59 �5`�� �� .. .� __ � .. . —�:�=�o _ ' _' a �.a�_= =� � S _ F - - - _ _ � m CB�\ \� �0 e��) w -- — '_' ��_�r���-___\ � �_ �- / v' xs�al - .. � ���� __ ' REMOVE HW, =�_ _ r -��-�_ F �E\ �� /�_ � -�� � DI,& 9' ,'- - �>�— \ ..- o � � �� - -- -- — ' e���„/ i�_ Y��— --�����= --- � � — — � _ =`_ _�-_ � i � - - � /Ci� � � MT� �ii-�/ � �� ` ' _ _ _ �_ _ ll EX.36"g CP = � + a 5" RCp G /� ?� � \ � � ss o DI V < I \ U _ � 1 �; I�� . _ ____________ �����8-f REMOVE '��\ �� �` \\\ \ � 5cP 0 � /� C�G �� - - . _ _ . _ B57 � � � �\ ��� � A � \ o / ` / �/ � �I� NC �y �� �� /� B' g� R�P�� / CRUB .- �� fxisilNc aiw �� ly�„ PAVE DIT :_, 5 69 44'gy7. � � \�\ %y��%/ 69 2 15 � a 5 �— - SCRue 15�RCP_IV �H �� � .. R�OVf �� \`�F F Y�% N� /% _ 18" RCP IV CJ I � '� _ �\ \� o Mt� ��� i�� � � � � � c�F ���� _, � �o /� / �p_\ C3 15" w/ 2G1 �-?, ' � / \ EMp b kr r � / / C7C3 0. a • RCP-IV w0005 ELBOWS ' _ _ ` � B O � BERM DITCH 4Y �'?j ' . - �\ \ � R `�� � 15 � j� Q ! 15' /i ` �� $EE RDWY STD.240.af � �_ S� Q / �,g-F / C `� �` � -L- STA 162+10 to 164+50 RT fl f / R 5„ /ELBOW 15" RCP,�y � Q^ 6 � \\ L- STA 164+50 fo 168+30 RT� � .� _ ; h O / � / � \ B;F i �! 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SHEET NO. A-0���� RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �N�����.� � ��..�N� DO NOT USE FOR � W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� M A Engineering N� License: //� Consultants� �i��. F-0160 598 East Chatham Street Sui[e 137 Cary, NC 27511 Phone:919.297.0220 Fax:919.297.0221 ��e FLNOOPUIN BEN�CHPW�/� ---*a ExIsiING NLVEMFILI -- SILL �q�E �H / � SILL �/��� '�— [xisnrvv nuiu vuc[ SILL � _ siu nr fnc[s of ui HOLo -- cULVExiBnP0.ELsio "---� _____ %...�� �.. �1., � ' _____ _______________ : � i EXISTING 3 @ i � ���� ,„� _ �_ i 10'X 7' RCBC i ���� _/_______ ���' . ' i ---------------i i, ---- " i i �'� i i _„_,e sni su CULVERT EXTENSIONS BURIED I'. DUE TO FIAT NLVERT EMENSION SLOPES �MAT<HING STREAM SLOPE� IN LOW FLOW B/�RRELS, BAFFLES NOi REOIIIRE� PL4N VIEW � C � O � +� C N 0 C W � H E � W a � °� n� PERMIT DRAWING SHEET 37 OF 45 BLAIR CREEK DETAIL SBl ��a..o s �E� SKEWED MULTI— BARREL CULVERT LOW FLOW CHANNEL,SILLS AND FLOOD PLAIN BENCH 'NOTES: 1) NATNE hV.TERIAL BEfWEEN SILLS AT ENTRANCE AND E%IT IN THE CIILVERT SHALL PROVIDE A GONTINUOUS LOW FLOW CHANNEL NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATfD FROM THf THF STREAM OR FLOODPIAIN AT THE YROIECI SITE DURING ����-� CONSTRUC710N. ONLY MATERIAL THAT IS E%CqVATED FROM THE STREPM BED NJ.Y � BE USED TO LINE THE LOW FLOW NLVERT BARREL.RIP-RAP MAV BE 115EO TO SUPPLEMENT THE NATNE BED MATER1IAL IN THE HIGH US�ED TO L INF THE HILGSH IFIOW�CU VERT BARRELI51, NATIVE MATERIAL SHOULD BE PLICED ON T6p TO FILt VOIDS AND PROVIDE A FL1T SURFACE FOR ANIMAL PASSAGE. NATIVE B' MATERIAL IS SUBIECT TO APPROVAL BV I THE ENGINEER AND MAY BE Sl1B1ECT TO I PERMR CONDITIONS. I 2) 91L5 ARf TO BF 1 0 FT. WIDf, CAST i SEPARATELY AND ATfACHED BY DOWELS. I 3) TOP OF LOW FLOW SILLS SHOULD L MATCH STREAM BED ELEVATION IN LOW FLOW CHANNEL OF STREAM. (�HALWEG) 4) DO NOT SET ELEVATION OF HIGH SILLS ABOVE BANK FULL SILLS AT INLEf AND OUTLET 5) NUMBER OF SILLS DEfERMINED BY THE ENGINEER. • _� �� �� �� � ����.._..a �� �� �� ������ �� �� �� �� � • � � � • �. • � � � �� ����� � �O�000���o �� � �� �� �� �� ,���0�� � � �l�� . . . �� �� �� � � � �� �� �� ��� �� �� �� �� ,��������� : • � � �� �� � � �� �� �� � � ����•� �� �� � ��� �� �� �� �� � �� �� �� � � �� , ;� �� �� �� � � �� ri�si'�.�ii� �� �� �� �� �� �� �� �� �� ��� � � � �� �� � ��� � � �� � �� �� �� �� �� �� �� �� �� �� �� �� � � . - - � . � !�!� ��� ■� �� �-�.����� � �� � �� � � � �� ■� � � � .: . �. . • -- �. ; .; � � �� � ������i � i� � �� � �i i���� � �� �� ������ : . . � ��� � �� ���i�� �� �� �� �� �i �� �� �������� ��� : . , � ■ �� ■� ■ �■�I� ■� � �� � �■ � ������� � � � L� � �� ■� �■ ���I � ■� �� �� ��������- �� �� �� �� �� L� � ■ ■� � �■ ��l�I������������ �� �■ � �� �� �� ��■ ■ ■� !� �■ � _������������� ■� � �� �� �■ ��� �� �� � �� !� r ����� ■� �■ �� ■ �� ■� �� �■ �� �� �� �■ �■ ��■ ■ � !� ■ ■� � � �� � � � �� � �■ � �� �� �� ��■ ■ ■!� r �� ■� �� � �� �■� �� � ■■ �■ �� �� ■� ■■ �■ �■ ■ � !� ■ ■� ■� �■ �� �■ �� ■� �� �■ �� �� �� �■ �■ �■ ■ !� r � ■� �� � �� ■ ���,�,�,,,,���� ■ �� � ■� ■ �■ �■ ■� � !� ■� ■� �� �■ �� �■ � �•�� �■ �� �� ■� �■ �■ �■ ■ !� •� •. �� � � — � �� �� �� �� �� �...eo...�.�� �� ���������v..m..��� �� �� �� �� — • � �� �� �� �� �� �� �w����� ������ ��������� �� �� �� �� • � � � �� �� � �� � ���������I P"`������� �� �� �� � � � • � �� �� �� �� �� �� ����� . ����,���l���� . o. �� �� �� �� �� �� • � • � �� � �� ��/ � ��� � ������ �� ���������,�:�i4 t0 �� �� �� � �� �. � � • • 11 � �� �� I ,�� �� � ��� �� •I ���,�I i�1 ��!l��� �� � ����� � ' 11 • � ■ �� �� �m' �..�� �� ���.._�'.��I����i�1 � ;' ■� �����.��� �� ■� � : .. �� �� �� �■ �� � �� �� ��������� ���������— � ���� ■ �� �■ : .. � ■ �� �� �■ �� � ■� ��� .���������� ������ ��� �� �� � ■ �� � ■ �� �� �■ �� �� ������� _ __.___ �� � ��� �� �� � �� � � ■ � �� ■ �� ������- � �� ��- �■ ��� ��� �� �� �� �■ � � ■ ��� �� �������� ■� �� �� �� �■ ■ ��� �� �� � �� ■ �� � ■ _�������� �� � � � �� �� �■ � ��d��� ��� � � � �:.. �������■�����■� ������■ ������������ :.. �� �� ■� ■� �� �� ■ �� ■� �■ �■ �� �� ■� �■ �■ �� � � � � ��� �� � �� � � � �■ � �■ � �� �� �� � � � � ����■� �� � �� �■� �� ■� ■■ �■ �� �� ■� ■■ �■ �■ ��� � .�����■�■������■ ��■��■�■�� ��■��■�■�■�� � �� � ���� �� � �� ■ � ■ ■■ ■ �� � �� �� �■ � � � � ����� �� �� �� �■� ���.�.�.��..��.�.■ �� �� ■� ■■ �■ �■ �� � � , �. � �. � �- �• � WETLAND AND SURACE WATER IMPACTS SUMMARY Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 L 27+51 to L 28+45 60" Pipe < 0.01 < 0.01 106 35 BANK STABILIZATION < 0.01 18 2 L 40+37 to L 41+88 42" RCP 0.01 < 0.01 123 39 BANK STABILIZATION < 0.01 15 3 L 78+49 to L 78+79 48" RCP < 0.01 < 0.01 20 12 4 L83+27 to L 83+41 36" RCP < 0.01 < 0.01 41 17 BANK STABILIZATION < 0.01 15 5 L 89+11 to L 94+g1 CHANNEL CHANGE 0.07 605 576 5A (T) L 89+39 to L 90+g0 FILL 0.06 5B L 90+57 to L 91+15 FILL 0.01 6 L 94+77 to L 95+17 2@ 10' x 7' RCBC (BURIED 1') 0.02 0.02 76 116 BANK STABILIZATION 0.01 44 7(T) L 95+27 to L 95+g4 FILL 0.06 8 L 117+57 to L 118+49 48" RCP < 0.01 < 0.01 107 5 BANK STABILIZATION < 0.01 18 9 L 131+53 to L 132+17 30" CSP < 0.01 62 BANK STABILIZATION < 0.01 25 10 L 138+24 to L 143+27 CHANNEL CHANGE 0.04 555 547 10A L 138+51 to L 139+38 FILL 0.04 10B (T L 142+39 to L 143+06 FILL 0.04 11 L 145+39 to L 148+03 CHANNEL CHANGE 0.02 < 0.01 200 106 115 12 Y16 11+76 to L 160+67 CHANNEL CHANGE 0.01 234 247 13 Y16 12+62 to Y16 12+89 2@ 48" RCP < 0.01 < 0.01 11 33 BANK STABILIZATION < 0.01 10 TOTALS*: 0.21 0.21 0.04 2285 363 1485 *Rounded totals are sum of actual impacts NOTES: (T) Indicates Total Take 2018 Feb WETLAND AND SURACE WATER IMPACTS SUMMARY Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 14 L 178+03 to L 181+63 3@ 10' x 8' RCBC (BURIED 1') 0.03 0.07 60 210 BANK STABILIZATION 0.03 88 15 L 186+20 to L 187+99 8' x 5' RCBC < 0.01 < 0.01 57 35 CHANNEL CHANGE 0.02 126 114 BANK STABILIZATION < 0.01 39 16 L 197+85 to L 200+50 60" RCP 0.01 < 0.01 180 55 17 L 201+34 to L 202+g4 CHANNEL CHANGE 0.01 0.05 127 85 83 17A L 202+81 to L 204+06 42" RCP < 0.01 < 0.01 80 51 BANK STABILIZATION < 0.01 15 TOTALS*: 0.21 0.32 0.17 3058 799 1682 *Rounded totals are sum of actual impacts NOTES: TOTALS ARE CONTINUED FROM SHEET 2018 Feb