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Home My WebLink About20210663 Ver 1_U6018_404-401-buffer supporting documentation_20220816W Moon St VrcMr x•1} :iulb i }calk .r � tyaip Mall _ f , Grandarer S L c ,Ojn Avg I z it s W } nrsnJr�., Aae�'• High f �' S Montlrou Ave m YY p e 1 l t U I,f m y e a r+ � 4 lSry ll� N1 ,IIf Sr i Chastrlut0, High Point n �� `• �J'F Ruaartl Ave Green Dr ,$ m � Blau Y� n. 4. 7J Yy C a K�vott�f e 3' s i x 144 i'ark y lee p,G 29r E Fwfipld Rd ¢. Wfer9he1dRd V1 06 _ �r�;nill�rl lc=� 4� �e O r4 47 h 7hnity r„ rnPrk a Rq Gut CuUhtr Project Study Area 0 0.5 1 Miles Source: ESRI World Imagery provided by USDA FSA, NAIP 2013; Project Study Area provided by NCDOT. Disclaimer: The information depicted on this figure is for informational purposes only and was not prepared for, and is not suitable for legal or engineenng purposes. 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J ' � Y� a1*",. � •� � CO �. � ti _ � - - •' _ ' is r' � {�r`Yf a .. i ^ � y y "r� � O CO) Z SC 06 ' .rr N 0 .'• Ij f WT c ., ,. � C� WS W A Project Study Area i Delineated Wetland Delineated Pond Delineated Stream (Perennial) =� { Delineated Stream (Intermittent) 0 300 600 J F•..r {'i v:�l ".F- �' �• A Feet � _.,��' '. ,�• �.. ,.-, �,t..�.%a.; _.�i _`��:�', • - - � -lo -,••, { o Source:High Resolution NC Statewide Orthoimagery, CGIA, 2014; `k-.S F 'i•_' _ �r m Project Study Area provided by NCDOT. = - - t • �' ?f ` q '�' Disclaimer: The information depicted on this figure is for informational purposes only and was not prepared for, and is not_• �• - a y ` I^ - e�" �� su itable for legal or engineenng pu rposes. r S:• I "a •� �' p F ~ , ppr?� z Orient N G I A B d 0- 33 \ C 0) s UD I L Q I C� I 0 Q0 I / JD A 0 L F F O L w I n- w In UD u 0 L --O ON (-OM 0 �z W LC� � �Q o� o�� -/Q N O N L O -0 N TL I = � Qz� See Sheet I A For Index of Sheets See Sheet I For Conventional Symbols 1156Presen R resd a� 1158 I BEGI P �a U-6018 arc co N 1156 610 1299 15 Ln tti 09 V) L 1, [, eP 4Z 5 -1154. L , --------------- ti � � 2 � � � ` ♦ �� ,'�' ♦ met S �, a •' 'b6 reQa 292 0 to CID 116 a v 85 4014Ln ! a� 4013 12 4012 q� v� ( 5 �O g okdale Dr CT3urton µ 1162 ' R PRO ECT \ 11 4 Greenh v �Dr 3 1276 1274 p7 ;� 1 � X J r7 12 7 11 `° VICINITY MAP XTFrC GUILFORD COUNTY LOCATION.- WIDENING OF 11tC 62 (LIBERTY RD) FROM EAST OF 11IC 610 (E. FAIRFIELD RD) TO EAST OF SR 4066 (MODLIN GROVE RD) AND THE REALIGNMENT OF SR 1154 (KERSEY VALLEY RD) AND SR 1162 (WEANT RD) TYPE OF WORK: GRADING, PAVING, DRAINAGE, & SIGNALS Hill )I ill 11 I _ SITE 3 is II I ] 1 � � j II I I• LLI BEGIN TIP PROJIiCT U-6018 . �. Z. `� r Q Z \ ° will �G L,-- P Z SITE 1 II II 1. l II II I II II II II \ 1 II II l II II It • ".� •I ` .t I y44 °II It II 11 II till I Ij i� I ;yy+ 111 I �a I BRIDGEA WWI -00 STA. 52 + 75.06 ~ �� EXIST. BRIDGE Q STA. 56 + 71.20 O d' SITE 5 - _ WETLAND AND SURFACE WATER IMPACTS PERMIT THIS IS A PARTIAL CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ARCHDALE, JAMESTOWN, AND HIGH POINT CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II GRAPHIC SCALES DESIGN DATA ADT 2018 = 111300 50 25 0 50 100 ADT 2040 = 12,600 K = 11 PLANS D = 55% T = 6%* 50 25 0 50 100 V = 50 MPH * (TTST 2 % + DUALS 4%) PROFILE (HORIZONTAL) 10 5 0 10 20 FUNCTION CLASS: MINOR ARTERIAL PROFILE (VERTICAL) REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT U-6018 = 0.894 MILES LENGTH EXIST. STRUCTURE TIP PROJECT U-6018 = 0.075 MILES TOTAL LENGTH ROADWAY TIP PROJECT U-6018 = 0.969 MILES STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. U-6018 STATE PROD. NO. F. A. PROD. NO. DESCRIPTION 47163.1.1 PE 47163.2.1 R/W & UTL 47163.3.1 CONST DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 1 OF 10 SITE 2 1� `, �. - - - - -- - - - PROPOSED SIGNAL SITE 6 Ce - _ j EXISTING SIGNAL ► ,�W SITE _-- Prepared 4n the Office of: i RAMEY KEMP ASSOCIATES 5808 Faringdon Place Raleigh;,* th Carolina 27609 Phone: 919-872-5115 1 www.rameyk"p tom I NC License No. C-0910 2018 STANDARD SPECIFICATIONS APRIL 14, 2021 CLAUDETTE M.K. ROQUE, PE PROJECT ENGINEER NCDOT CONTACT. CHRIS SMITHERMAN, PE DECEMBER 20, 2022 DIV 7 - PROJECT DELIVERY TEAM LEAD 336-487-0075 LETTING DATE: KAYLA M. POULOS, PE PROJECT DESIGNER i 00 1y-7*0 • ® / 4 _ `o 0 END CONSTRUCTION -L- STA. 78 + 2 0.00 END TIP PROJECT U-6018 -L- STA. 77+86.12 HYDRA ULICS ENGINEER ' MI ENGINEERING 1011 SCHAUB DRIVE, SUITE 100 RALEIGH, NC 27606 M1 ENGfNEERING (919) 851-6606 FIRM PE NUMBER: P-0671 SIGNATURE. - ROADWAY DESIGN ENGINEER SIGNATURE. SHEET NO. 4 V) z O w w 91 03 C m I D' w 0 / i 03 CT' Qa N I � z� Lnz cn w rr)&n- o� N OQ CV i o_0 CV T I=Qltz n C az a� C�z V ,o -- 17 L -+ ARIA � o Ri o CHRISTINA T. SMITH a z �w11A \ X i C' I / � J J I I I DUX 1 �' Ti i \ If \ X 1 ' i � KHALID RASHID 0 (+ �IW16 j m�3' ; ,' �� \ SAFINA RASHID Q 12A 1 W , I I VVD \ O O 1 X \ I I VAR.HTHT S"'rO %y 13A 1 X T "�\15 \R \� BST \a `� \ X I ' I ' \P>14 \\ �\ I Lj 1 \I \ \\Tc \ N I I D I� K� ly W X I r J N (5 +00 6' \, �'w I /s ca \ \ XCD 1 A \ S\=WI1=SM2=WI9A/�W wcl \ I \ Fars \ \/0S\r u� I1°�w115 wlla�M, \\ C0� I "00 - - - - - - - `\ q / SERVICE tio\ \\ \ jai _ EIP� ERVIN R. CECIL W113'' z M1 `�� 4 =Is \ \ \��i�\ 11s 1 FuLI II RCP q B� Mrw v ��o NIX w"� BOBBY LEE CECIL TRUST , I -\/ MTW 34"CONCo c� �\ 8�o k BOBBY CECIL n ' �r u \ \ \�\ \ N� 2s �x 5q„W ERVIN CECIL J O--S ckk �� GR \\ W/I' G� W/LT� �n BST \ \\ \��Q� x W�eW \ \ \ \ \ 9 °L \ GROCLE k\ '�I "CONC \ gCCES D ' o c\ �\ k� X i 115" RCP -IV '� 1� ISBKBUS �� 9-TAN \ENT% C6\\ /� \ \ S X�X X X X 54X"WW & ISXW X X\ 1• N CAPS CAP L GR a LINDA T RRELL c� o N� MTW LT\\ \ \ \ —Tc� BST I \ 00 0 1 a I� z 9 MTL / S—IG o � \\ \` EXI571NG FEW— V�2L29—K— � � n 0 OW CONCH O O --- R , � \\�— \ `` CONC HW// I\ — o G \ O BST O BST O �\ w CONC L � \ \ — �� IN O TT_ — co GQNDUIT�— co o NC 62 LlB RTY RD 24' BST C" _ f — �CONC HW —� _ \ABAND\ \/ RD 23 BST �� " \ \ / covc EXISTING Riw — TY �p \ i EIP— W/LT \ \ SIG l UCnI0_(`Dc7 ep@ \ SIG \ 1 0 I� I 0 QCC ES 1 \ \ D I Izo \ I \ m 1 I CONC U I W \ 1 GR I \ 1 I � Qa colvc � \CO 1 I \ 11 x 1 � X � 1 10 0' � ERVIN R. CECIL BOBBY LEE CECIL TRUST I I BOBBY CECIL I I I ERVIN CECIL 1 I I �I I 1► r I I I I I I I r I I CONC I I I CONC CD I I I I I I I I I I I I I I Iml I I I J I I I � I INV=822.30 IN 0 \ I SAND \ \ I \ E \C PERMIT DRAWING SHFFT 9 nF 10 NOTES: 1. DRIVEWAYS FOR SrTQvtQ SECTIONS: USE 16' MIN WI TH Oo FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; OTHERWISE MATCH EXISTING. 30+ 0 I , I , I , I , ' I I I O I ' PROJECT REFERENCE NO. U-6018 R/W SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Kjt**%,& RAMEY KEMP ASSOCIATEF 5808 Faringdon Place NC License No. C-0910 Raleigh, North Carolina 27609 www.rameykemp.com Phone: 919-872-5115 ' Q ' ' 11 I I � Z I ' 00 _ I ' � I � I S TON, BOBBY L. CECIL STEPS ' ' \ NANCY CECIL 2 ' ' O ' I I BOBBY NANCY L. CECECIL CIL CL B m ' /'� - CL B RIP RAP \ EST NS / 5SY 1G GEOTEXTILE G SEE DETAIL 'F' 5SY � ESTTONSORIP RAP TEXTILE 0 I SPECIAL BACK OF CURB CUT STA 29+00-31+20 -L- Lt I 15" RCP -IV 0 pUE PIE ' PUE PUE �U� PUE � Pul 0 R , ' REMOVE C R F F C + A/ on* nc/ . DUE DUE I DOE - DUE I \ I \ I \ SEE DETAIL 'F' I \— SPECIAL BACK OF CURB' CUT \ STA 2 7 + 00-31 + 00 -L- i Rt \\ I \ I I GR I I I I I I ' I ' / W I � DETAIL 'T' SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) _NATURAL GROUND-------_ d Geotextile Type of Liner= CL B Rip -Rap Max. d = 1 Ft. FROM -L- STA. 31 + 00 TO STA. 31 + 18 RT EST. 7 TON, 19SY GEOTEXTILE DETAIL 'F' SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) NATURAL GROUND— — — — — — - ----- FROM STA. 29+00 TO STA. 31 +20 -L- Lt FROM STA. 2 7 + 00 TO STA. 31 + 00 -L- Rt DETAIL ' B' PIPE OUTLET CHANNEL ( Not to Scale) i�❑ ��e GNaturadl roun �r d Geotextile Length = 1 O.OFt. CHANNEL BED g (Variable) d= 1.OFt. Est. = 4 Tons CI B Rip -Rap, 11 SY Geotextile STA. 31 + 18 -L- Rt DDE=3 CY Ln W w rr 0 w 0r w a U In RIP l- , ME I AN IN 7S T I NmG 7R—" M _! Ffr"_: DUE D `i 15" RCP -IV j. j 2 T W00 S SY TEXTILE 3 � N N SEE L 'T' f E5 f N S IALACK OF CURB CUT STA 31 00-31 + 18 -L- Rt CL B RIP RAP — EST 4 TONS 11SY GEOTEXTILE ] SEE DETAIL 'B' CL B RAP I 1 BANKS ONLY ERVIN R. CECIL BOBBY LEE CECIL TRUST BOBBY CECIL ERVIN CECIL DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER 50, 0' 50, 100, 150, GRAPHIC SCALE FOR R1W PLAN, SEE SHEET NO. 213-1 \ FOR —L— PROFILE, SEE SHEET NO. 12 5800 7000 2 018 ADT 2040 ADT {$SE8 7 (SR 130O NC610) FAIRFIELD RD. --- 500 500 5100 6600 500 800 500 1000 2500 2500 (SR 4012) ALDRIDGE RD. —L— NC 62 (LIBERTY RD) 10700 13600 cn Z O w w 91 PROJECT EFGEORiN8CE NO. SHEET NO. PERMIT DRAWING S� \ / \ \ \ \' \ \ I' ' 1 1 1 1 / 03 n � \ �.-• 7 ,i'� s .- �7 � � / � ( \ � � \ \ I \ \ \ �/ 1 I RNd SHEET NO. QRIQ ��I \ \ I J _\ 1 \ 1 �I I I I SHEET 3 OF 10 --- FHRIISTIN,� T. SM� I, // \ a z 1 w A\\\ I i �/ /i �/ ` \ I ( \ \ I R/ I I I I NOTES: ROADWAY DESIGN HYDRAULICS R 1 0 I /\ I IIII 1 \ \ \ \ — 1 I I ' I I / 1 DRIVEWAYS FORS ENGINEER ENGINEER i o' w w ti i c3cT, ACV �z c� w N OQ CV i O_0 CV T n az a� C�z V N I % 1,' // III \ \ \ \ \ \ \ J J I\' I / / / — J/ J ( / I ) ) \ \ I f FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL . \ \p \ /� WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. I o I / / �a / J \_ i W1 I J ; I I \ \ I I I 2. DRIVEWAYS FOR C&G SECTIONS: USE 16 MIN. WIDTH I / I K�IALfU �A HI� \ \ `�\ �1 / I % / / / ( 1 I ) I ' I I \ \, I m� ' ' I I l / / ,' I/' I l I l \S�,FIN� F�AID \Q\W12A FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; I y ; -� \ / / l i \ I / I I I III ( I �l \ _ OTHERWISE MATCH EXISTING. wDwAILLI / I m \ ��✓ \ �V A .HI, I I ) �� JI / I I I 1 1 / / / / / / / / l ) 1 \ ; I 1 \ \\\ _ \ \ \ I3A \ ( \ ISl \ \ \ _ \ I �� I I I I I � ,/ _ 1 I I, DOCUMENT NOT CONSIDERED FINAL b UNLESS ALL SIGNATURES COMPLETEDx � 7' Lj `D 0 N 5f�0 �\ �*N \\ RAMEY KEMP ASSOCIATEF O X/ B$iNCLicense No. C-0910 Raleigh, Carolina 27609 O„ Phone: 919-872-5115 www.rame kem .com \\ \ y0Jil\ Isz° \ \ \ \ �i \ \ \ �/ S�� Z \I4 CD\ C l I I \ \ \ $ \ SL4=WI1I-SM2=W19A \ I \e \@A \ Z C\C�� I\ \ II _ _—` \\ \_ \/ _ y �8 \ \ \ \W ' I \ \ II _ I / — `\\\\ `� \ \ �' li i /-`_ \ \ \ \ \ \ II i \\ \\ \ / ` STEP S TO �iL \ \ ) — \ \ \ \ _�\��-�' — Lc LI \ \ \ \ \ \ i . CECIL SERVICE\ tio\ \\ \\ \ �q��L\\ \ \ \ \ se — 1� l -S,a ER�UN—R: �E IL—`d�M� ��L� �" RCP \ I \� / / NANCY CECIL 2 _ 30 F \ \ \ \� \ �mza _ / wxi\ F q\\ BK Fro \\\ �- X \ \ J / / — — — ,BOBB'� LEE—CECI� TRUSTS , 1 \ \ \ I ' \ \ \ / 830 I I M T W 34"CONC=\\� -�� P� \\ \\2D \k I \ �� \\- / I I� \ I ' \ " / —/— \ / -BOBBY CECIL 'II \ \ I BOOBBY L. C �L �P %yea h �� s �s� \ 2S \ X� sq\ — — _ ✓ —' / ERVIN CECIL 1 i j > \ \ G ; I 1 NANCY CILCL B RIP RAP \ TO--S. rc \q \ \ I�y� / / _ iol I / CL B IP RAP 1 I /I I� I \ \ / rT_ EST NS / Q \ GR �W/L � �� / W/LT — �P\\ \ p�F \ aB \\ \ k &`fS \ / �I / EST TONS 1 — z G BST y \� \ \ sQ%%\\ \\\\� \ \�---\-- / __ 1, I / ��I SEE DETAIL F Q / I I SPE�AL BACK OF CURB CUT / I 5SY OTEXTILE • n \ \ \\q� k / — / 1NI / 5 GEOTEXITILE I �r� \ �� /jam \ \ \�\GROBN� ��x\ / — / / Za_ — - — / i�1 � / i \ STA 2�+00-31 +20�L- Lt / — / / 15" RCP -IV �% \ Q O \ �\ \ — — — 11 RCP -IV /�n °coN z _ x PUE Y i \ \ �� \� X� / \� 5WW & Isew / — — — I �P E PUE PUEM , —PLIE PU Q r— ISBKBUS �� 9-TAN ENT \ D ` \ �\ \ �� — X�—X� X X x j �1 E / \ — / \ z \ \ n CAPS �'/ CAP �\ \ \ h \ \\\ — — / f X� �X X / 1 I L I, I C I F \ C NV -- GR , \� �o� \\\\\ \��a� T--0za—�— �� / �`_� i �� i II / R I I \ EMOVE— I RF S / �NDA . T R'RELL v O /i+N aI�W/LT \� \�\ — I ti� _ —� O ' �UE — W _ / I 1 C _I3— — �— N n Nll`' v g LO /IMSL�� 51 0 ��\ ��\\�== = E�tSTti� mow= / V�2L29 r — / /\� EIP C 0 N C O \ - - — — — —_ — _ MTW BST \� STa GR j L'f \ /�� `— \� =� �-Sz�-� \ j—=sza----------sz �T ^�--4 - e - - - -- — — Q / M O - B _ CONC L( \ �_ — ---- -- ' — ` — =--- --- - - - - _ _ �za W \ CDNDUIT�-9=MTW - —� \ L — o — — ` &2 !lB RTY RD 24' BST CB - - n — — — — Mll�i�—M1t —� V) W / PTH DEPTH E EX- 18" 1 �_ / W _ _ — ----- ---- CD IXALLS —C y � / /�� /-\ABAN17� ---- — —— — — — ---- � ----- _ — -- W Lu � 23 gST �— / H <Z,`h�`b \ �y CONC XISTING RL / \_ �— — )• 15'_ I E ISTING /W lil RD W-� ��\ / // / / \ IN8?20�--_—� -- �_ —� Z \ \ p�� i EIP— ✓ \W/L\ \ \\\ G / /_DD •51 �U6�T8-GPS� — — \ — — — PUE — — \/ / C \ — — — — — �, — > — J EE S / / / 11� — / I I �— Ora� \ - '� +' ,\ UE \ �' �GCES / �/ — e —/ \\— DUE DOE D E DUE I E CONc S-,QEI15" gp-WPCI L BACK OR<U_RCUT Bf.IP STA 2 Rt �jkI T 2 T Q \ \\ G\ I I 'IIIII / // / /�--_ --\—� I \\ \ \ u \'a£ \ GR i I SY �E IL eD , I IIII\ \ — \ N \ I A I ✓ \ — 1 \ / —Ln EE I 1 L E5J�I/rs`\\1\rn I III\\ / /\\ 11''�\ I L ACtK O URBL,, 1 E'e 1 ` I I / �� / /�----� \��AD \ I� �— \,BFB \ \ / u iI TA 1 00 31+ 8 Vt / I \ �Illll) I \ \ \ I I 1111� � � � t � � _ \II D �E T L /P% l l e i \ \ \ \ J / I CS /B RI O RA 1 I I I I 115 `\ XI I / I I `� 111\\- \ \ \ �oo.00� / \ \ \ \ \ f 11�Y cE �rEVCTIL� \ 111 \ 11 \\' ' I / I I/� II l J �RV�IN R. cE�IL � \I 1 \ I\I11\! III �-- �- /—\\'� \ \ `�\� �\ \ \ \ �� \ I �E I�ETAIL�'B' �IIIIBS \\ I III BOBBY L E CECIL'TRfiST \ \\\\ I \\ I I I 11I / \ �l \ \ I \ / i CL� RT P / pVERE� I BOY CECIL I I \ I 1 / — —i — I / IBKS O LY % (( I I c PaTI i i ERVIN CECIL 11 II I \\ I I III I IIII / \ / / \ 1 — � I I I \ I I I II I I I I \ \ I IIIIIIII III / / � Y E 5I� T /ERVIN R. CECIL r r �(o _E C CB S r , , 1BOB Y/ ECIL ER IN CECIL D�TArtL� T 1 \ D TAIL B \ I I � I I N / 1 II 1/ \ II II II II 1 I II I I II I I� \ ' I I I I I l 1�J{ \J SP�CIAL B CI OF C4IRB CUT DITCH \ PIPE OUTLET CHA EL NQT TO S/2ALE) I / ( Not to Scale)\ft� / \\ \ ✓051 NATO � I� \ / �Natur 1 M, \ ,� �_ Tural I l l l \ G�OLIND\ > / I I noun G 2. To 2.5�� \ `round ( / M�TZI� . McCIJLLOUG I \ �'I IIIII I I I I \ I IIIIII III I / \ �C d \ \ � ) N" / \I �IIIiIII ( \\ / / JII�. _ /_ 1 ��I \I` jI////l// S \ Ss I \ IIIIIII I \ I IIIIIIIIII f\/ I I >ll// `��, l I\ Geotextile CHAN EL BED I \� b ' ~ / I / / I\ �� II1111111 IIIII / I IIIII II IIII II \ II /. /./ / _ / Ge extile / I Ll ngth= 10.0Ft� IVa ia61e) / / a \ J \ I I I I. I I \ I I III I (IIII I I \ . I I p--L Lin r= /CL Ri Rap Max. d=1 Ft. d 1.0Ft. / 0 y I I .IIII I�� I a / / FR 'L- $'�A. + 0 TO STA. 31 +18 RT — Est. 4 Tons CI B RipLRap, 11 Y G�c�tih�/ / / / / / 1L I� (1 f / \ \ I \ \ SST. 7 TO 19SY GEOTEXTILE STA. 31 +18 -L- Rt r / / / / �c % f l l / � —/ DDFJ=3 cJ 0I/ ( B35 � \ I I I I I f I NIIII IIIIII i / / /D TAIL T ��\ ( \ \ / �III►IIII I I /' I III'' s / I J /l r / l �PECf AL I�AC OF CURB CUT DITCH t�oj TO SCALE) — — 0, / { < / �\ \I\\ _\ \ I Illllllml IIII Ill I II ► I IIIIIIIIIIIIII \ �/ \ I / / �p I l // G �, 1 I \ / �/� /J IIII / I / /� (SR / / F �F I hD\RD \ l I / / \ \ —\ \ � II IIII II III I / ► I :Illlllll�l I �� / / l / / 4 --! __ _J � \ \ � \ 1 � / /0 I _ � // �L� 0 \ \\\ � 11 IIIIIIII I I l / I I F R6Ivy rA. 12 9 + TO sT� J +�O—=L MS�A.27+0 TO STA. +00Lt; -FRPJ J e / I \ \ wa5�� l r l 5 5106 � RF WA`TE ��(/ / J < < <�� \ �' JLIBERTY RD) / - / / f II \_2, \\\\ \\\ _\—\ _\ \ \__ \ � \v \ �) �I 21\ti� — A�9\3\0 —\1 \ \ / l� 1' I� I \�\\ \ �\ \\e \ \\ \\ \ \\ \\\ \\\\\ \\\\ \\ \ \\ ee\\ \ \ \\ \ \ _\ // / IJIIIIIIIIIIIIII1 III I II IIIIIIIIIIIIIII�III1III I1IIIIII l l I IIIIIIIIIImIII IIIImIII IIIII I I I II NQaa /I IV� �I IIIII I► I►/►►i4/ 11IIlI1 II III I (�IIiIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIII IIIII�IIIIIII\ II I \ � \ \\\ \\ \ �\\ / I ,I III. I IIIII I I I /\ ✓/_//I J // / ,/— �I / /( l/ /\ / )/I I \ / I \1II \I` \ 1 m.I \ \ 1 \o\ \ \ _\ \ —\\\ \I \ \ ` I I // / l/5 \•l \0\0\0 1� `A _�10700 /_13a600-i�i5o /7�00�- C\RAPCA E i� FIII II IIII� \ a, R R� L N§EE\SHEET�N 2B—5 0 / 241 ADT 5 0��FRLRfLE ESD.IIIIIII \ /I // — —// /� I\ />\\ J (SR 4012) ALDRIDGE RD. V) z O ILI w C3 C m I cn o' w o- i i T 03CT' QOCV 1 � z LLJ c>7 � N OQ CV i O_0 CV T az a� C�z V in W tW Z J Q \ C L. FRANKLIN FOX \ •GLADYS S. FOX a o PINE GROVE BAPTI T C URCH O � A- o NOTES: 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH OR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL ITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH FO RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; OT ERWISE MATCH EXISTING. TIMOTHY J. HUFFMAN DETAIL 'A' DETAIL 'I' BRENDA S. HUFFMAN SPECIAL BACK OF CURB CUT DITC STANDARD 'V' DITCH (NOT TO SCALE) ( Not to Scale) / Pk NATURAL Natural Natural SEE DET I ` \ Q� o / • h�� _� GROUND Ground Ground SPECIAL U DI\—VR— STA ]J� — — — — — 13 +0-1 t \ ��Q o �"�` / o RETAIN �' 7 0 — — — — — — — 7d�� 140D I `\ G �O \%-\ o� RODNEY E.OTWELL 9 15" RCP -IV cR 15" RCP -IV EXISTING R/W I FROM -L-STA. 72 + 25 TO STA. 72 + 74 RT EST. 18 TON, 52 SY GEOTEXTILE DDE = 7 CY D ETAI L W SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) NATURAL _ GROUND Type of Line = CL B Rip -Rap Max. d = 1 Ft. FROM - STA. 70 + 00 TO STA. 70 + 72 LT EST. 26 TON, 76SY GEOTEXTILE 6 5 � o \� o �\ \ 0CD _Tol II o � a 1 I I _ 1 II 311CONC o 11 1 I 1 ISFD I 1 Geotextile Min. D=1.0 Ft. Max. d = 1.0 Ft. <c, o esT U \\ lz' M4ORCIA S. OTWELL FROM -L- STA. 72+00 TO STA. 77+70 LT Type of Liner= CL B Rip -Rap FROM -Y8- STA. 16 + 50 TO STA. 16 + 74 LT � soo 41 j----- S11 GR C) ��_j Is a DETAIL 'F' SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) NATURAL GROUND— — — — — — — FROM -L- STA. 73 + 50 TO STA. 77 + 36 RT / f ��,' a3 6 DETAIL 'J' C// GUIL-RAND FIRE SPECIAL BACK OF CURB CUT DITCH PROTECTIVE ASSOC. INC. (NOT TO SCALE) NATURAL / CON DITCH OUT AT _� GROUND IN T 15+50 -Y8- Lt------- EIP d oGeotextile 75+00 Type of Liner= CL B Rip —Rap Max. d=1 Ft. I. FROM -L- STA. 72 + 74 TO STA. 73 + 50 RT r-,,- P =� w0 S SEE DETAIL 'L' EST. 27 TON, 80SY/ 4E/ OTEXTILE o BRUSH SPECIAL LATERAL 'V' DITCH \� rw STA 1 5 + C ' HILLTOP HOLDI III LLC C CL B RIP RAP REMOVE DI'S & 12"/15" RCP EST 5 TONS 14SY GEOTEXTILE CL B , / / SEE DETAIL 'A OF ST2 RIPRAP CURB CUT 7SY GEOTEXTILE / Z-/ STA 16+50- pU /lb/' SEE DETAIL 'A' 16+74 -Y8- Lt E pUE— /I /' STA 72+00-77+70 ULB LtUT DITCH i�i � -DUE E pUE E c ; PUE REMOVE I CMP (V O REMOVE DI'S & 12"/I5" RCP 0 CONC ® x T DI EIP 3S ELEC CR / 1 P "RCP 1� 1 12" R — o \ 15" RCP -IV Ex1sr1< R/w EIP < 15" EIP < 15" < < EIP " STON CR 2A-MOD \� N . I I R — — — — — — — — C F F Lu ` I I A E ll F C E i i PUE O PUE m PUE PUE m plJ o CL BD RIP RAP o SEE DETAIL 'J' I ' I �' j, 3 SPECIAL BACK OF "BLK WALL 7SY GEOTEXTIL EST 2 TONS ON m CONC STEPS r < CURB CUT DITCH I I \C} x\ Q�\ a /LL B RIP RAP I I � �} PUE CO� F .0 5 �� SEE DETAI � STA 72+74-73+50-L-IRtI SEE DE AIAP (/� x �� STANDARD V' D CH I I SPE OF CURB t ITCH { ES L RIP S ��\ O STA 72+2 4 -L- Rt I I ISBKD STA +50-77+36 -L- Rt LS�FD2 TO SOW I I I W/BASEMENT Q ISBKD 7SY GEOT XTILE �X OW 17 I I LTA WD J o O I I 0�-A/G A/G I � WD DK I • TRIAD PROPERTIES OF I OIL BK TANK 20° 3 ° W <(, HIGH POINT LLCCFO M BK / I //36"CONC O TANK \ [if/ xx `� `� WD RAMP// / /� BASEMENT _, SEE DETAIL � \ x STI RI 11 TONS` T$- ACCES 19 ^ TOE PROTEC ON x N x _ - o • 22SY GEOTEXTILE STA 69+80 - ` Rt x , CLAUDIA SH / 20 J O Wl TO STA 11+50 Y9- Rt Q COLTRANE� O MARTHA Y. SNYDER o \ ARPOR �a ` `��, SEE DETAIL 'H' � o I r STD. 3' BASE DITCH DEBRA COLTRANE 15 STA 72+21 -L- Rt HELSABECK, & CLARENCE W. DM NO I ' `�� BARRY HELSABECK ' RPOR a o I T 417 PERRY WOODS III - I SIGRID E. WOODS W/L I� 24 0 Lo I I \ EIP \ I SEE DETAIL 'F' I I SPECIAL BACK w I OF CURB CUT DITCH LILA PRAM I I I STA 11 + 50-19 + 00 -Y9- Rt IS I 15" RCP -IV 161\ F� oPOND I I - S 10•11'14.0"W I I \ 15" RCP -IV DENOTES H,�4 D � 4A I "-' W//#/ CLEARING I LILA PHAM C I 13 + 7 G -00 50' 0' 50' 100' 150' Y9- STA, F F DENOTES WETLAND FILL IN MATCHLINE EET 11 *� *• • • • DENOTES MECHANIZED GRAPHIC SCALE SEE SH . . » CLEARING * PROPOSED SIGNAL PERMIT DRAWING SHEET 4 OF 10 DETAIL 'L' SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural �.1 oet Fill Ground ?.�\p� Slope D Min. D = 1 Ft. FROM -Y8- STA. 14 + 50 TO STA. 15 + 90 LT FROM -Y8- STA. 16 + 00 TO STA. 16 + 50 RT DETAIL 'C' SPECIAL CUT DITCH ( Not to Scale) Front of Ditch Natural Q'1g< Slope Ground ? D F\o Min. D=1 Ft. FROM -Y8- STA. 13 + 50 TO STA. 14 + 75 RT WOODS 15" RCP I EIP �727(rC P 1 I � REMOVE HOME IV AA DI BS\ REPLACE WITH 0 t 1 - 15" RCP -IV 11 I I 1 1 I 4- 1 ISFD ISFD I �2-SEPTIC TANKS OW n 30"CONC W �� O X� X L T �2"CND MTL KIM TRAN GATE G AARON T.OLLIS � 39 IS FOR R/W PLAN, SEE SHEET NO. 213-5 FOR -L- PROFILE, SEE SHEET NO. 14 FOR -Y8- PROFILE, SEE SHEET NO. 19 FOR -Y9- PROFILE, SEE SHEET NO. 20 El PROJECT REFERENCE NO. U-6018 R/W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 8 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Kjt**%,& RAMEY KEMP ASSOCIATEF 5808 Faringdon Place NC License No. C-0910 Raleigh, North Carolina 27609 www.rameykemp.com Phone: 919-872-5115 D ETAI L STANDARD 3' BASE DITCH ( Not to Scale) Natural Natural Ground 2� �.1 Ground D Min. D= 2.OFt. B B= 3.OFt. �� STA. 72 + 21 -L- Rt DDE = 29 CY D. H. GRIFFIN SR. Y. OF. ARCHD.ALE..(IIL)- —L^ xISTING`R/W o o � o 0 Q ITY OF AFCHD"ALE (OUT) 12" RCP — — 12" CMP 12" CMP a NC 62 25.5' BST b o TO CLIMAX - \_ BST \ ® 12"DI �` BL-20 (EXISTING R/W EIP �vv OR �1 BRUSH L I I I I I I 1 I W 1 i TERRY R. NALL I I ISFD I I I JAMES A. SMITH � WOODS �MTL _j O STEPS \ W (CLOSED) Q I � oN G S ❑ o E 400 SR 4066 400 MODLIN GROVE RD. -L- NC 62 300 100 (LIBERTY RD) 300 100 9100 7500 9600 7900 1700 300 1900 400 2018 ADT 2000 -Y9- SR 1162 2040 ADT 2300 REALIGNED WEANT RD V) z 0 w w Cb cn w o- i 03� (CV 'z Mw c>7 0' N OQ CV i o_0 CV T =k a z (D C�z � PROJECT REFERENCE NO. SHEET NO. PERMIT DRAWING u_6018 8 ANKLIf� FOX RAW SHEET NO. GLADYS & FOX�Q' O ,-\yes/ ROADWAY DESIGN HYDRAULICS f 1 //OS /,� / �` \\ / L�� ✓� NOTES• /�/ / / \ �11 \ �I ENGINEER ENGINEER a // / a� \\ \ \ J I \ /tee �� / \ \ 1. CbRIV WAY FOR SH UL Mi SE�TINS�ME 16 MIDI. W1aT i� 1 J OyJJ�I/III I \ I / \� PINE GR1;1VE` BAFii T URCH r // / / / �0 -- / O/R RE IDENTIAL )ND 24 N.\WI TF�iFOR COMMER�CIA )�/ / �/ \� \ / ` TH 5 IN. RADIM OtHEI�WISE MA�T� XISTING. 1 / . — / , g _ r\RIVW FOR C&iG tECTIQ�N$ l� E 16\MIN. WID/ / I \ /\ I\ / / / 1 - \ \ — �FO �S`I f `ANDS 24�M�I�` T FOR 'C04M RC,fAL; — — — — / ✓d I I I I \ I O�T RWJS'Ls, /hATCH ,E� W N-6� / , / f I I 111)) \ TIMOTHY J. HUFFMAN DETAIL A — J / \ i BRENDA S. HUFFMAN -' \ / / z8 SPACIAL�,4EKOF C'�URB_C�JTI DIT` \ ✓ \ / I \ 1 \ zs' / / / , — \ ` —' n — (NOT TO SCALE) - —T J \\/ �\ P �� // / // ,///// • �k v 3'� \ — \ /� NATURAL ti GROUND �SP�CIAL U DITCI'I >s> // //�/ TA 1 1 75 %8- t I \ \ ��Q\ / / , IRETAI N 35 CL B RIP R P \ /l oe „°off /� DNEY E.OTWELL�� VGA s / P ACIA S. OTWELL4— \ FROM -L- STA-72 TO\ STA. 77+7 LT ESTI 1 TQ-N 1 / \t� h �' / / �/ l S 4 \ DETAIL 'L' \ \ ✓ SPECIAL LATERAL 'V' DITCH-✓ I I I I I \ C \ Not to Scale) 'Co DOCUMENT NOT CONSIDERED FINAL Natural \ 1 et Fill \ \ 0 — ^ Ground ?.� D p —� Slope , J UNLESS ALL SIGNATURES COMPLETED � f \\ \ Min. D=1 Ft. 5S G OTE ILE \ FROM 100 -Y STA. 16E� $Q T A. 16+ 4 L - \`� cam` � �. 6 \ / / / ��// ��/ FROM -L TA. 72 �5-T STA. 72 + � 1RT `�RQM -Y8- STA. 14 + 50 O\ $TAB 15 \l� 7 `� �Q �� D Al L ' F' \EST. 181 TON, 52 S7Yf 9T8XTrCE \ „ FR01�1 J(8� STA. 16 + 00/ TO S'TA. ice+ 50/ Rll� \ Lh _ —So �� , \ \ )) J r — — SPECIAL BACK OF CURB `CI�T� DITCH , , _ \ \ ETAII 'C— — ) \ RAMEY KEe ASSOCIATE l \ — \ 0� bj �J — ( QT TO SCALE) �TA -- — �j I — 5808 Faringdon Place Li ren a No. C-091 eZm- " / o \ \ SPEC L CUT DTTMH I \ Raleigh, North Carolina 27609 y N 5 � ti -� NC License No. C-0910 _� _ ` S \ ^ \ / / NATURAL SPCIAL BACK OF CURB CUT DITCH \ \ ��yto sale) ( \ \ Phone: 919-872-5115 —�?J— — — — 9"�Q \ \ \ / / _� GROUND ` 1 \ (NOT TO SCALE) — \ \ \\ I ` J ,e3� / \ Front / \m �s NATI tAL — D tch \ ET _ \ — _ GROUk� _ / /� / / /�� r tural �� A'\ e< Si �� s \ \ —� / 1/ �Gr and D !F� j s \ — — mac, \ ,. } \ �\ / \ / \ \ I �S \ ?•� , — _ _ \ \ M1. �=1 F _ DETAIL N/ N / \ // A N 1 e2s. d / \ 2: \ e'0 ce SEE DETAIL 'Kt / \ �a Q= \ % > STANDARD 3' BASE DITCH / \ �PE IAL B iC /\ /� 3 �� Qp\ \ \ J� / FROM -L- ST . /T3 + 5Qa2TQz4 Sl�. %7 + 3� RT \ y, \ Not to Scale) \ \ \ GkJ 8 CUU DITC // ,' �'+� m \ I \ — ` \ L — % �" Ge extile I / \ ROM -Y�= STA. 13 + 50 �O STA. 14 + 75 RT _ m \ ST?� 70+�00 // / I \ a� \ \ — i \ 36 \ \ I Sze- DETAIL '.I' l / Tyke of Line = CL B Rip tap �� 1R�ix. d=1 Ft. \ / \ \ ` mom Ground / / 70 + 72 f L- Ltd /�N / I / \ I ` \ //1��- ` '1 — Bas \ \ \ — \ �Dl Ground C v /// rC,k \ _ GL�IL-RAND FIRE r �i5 SPECIAL BACK OfC�U� 4B UT DITCH FR��1 STA. 70+00 TO STA. 70+�2 LT \ \ /\ / m \ �70TE�TIVE\4SSOC. INCH �S� \ - T \ALA EST. �OI� �% GEOTJ=XTCCE \ _ � � \ \ — — Min. D= ('2.OFt, B = 3.OFt. INLET 13 + 50H- 8TLtAT \ \ \ / I ^ GROUND — — r ia3m / J \ 1 \ \ \--�\ \ \ \ / 80+00 \ l DDE 2 +229 LCY t SEE ETA+ L' �, `� \ \ / �� d SIPECI L\ILy4 ER,�L 1 Z I / 3 ` ` \ \ �E121 / — — ✓ / , \ _s3m— �( / // I _ Sl'A 1f C+ 0b-16 + 0 = \ \ ` \ ` \ % \ ` — ' — �eotextile s2s\ L I v I I b� _ ` 75 +00 — — — Type of Liner= CL B Pu -Rap \ Me�c.Zi=fi Ft. t \ r / D(IJE \ _ _ -- _ — \ \ \ — FRO -L- STA. 7 +74 TO STA �+50 RT S — � \ --- -� ' � / EST. 27 TO ,-$OSY ,+vEOTEXTILE � \ � ` � LIA L C RN P - - SH — — — — SEE DETAtL 'L' \ \ \ _ i / / 1 r rr \� �\ I \ I J �J / o BR �PE�IAL LATERAL V al� _ ` — —eZm_ — i r / J I \ \ / ER Et ES / I I �/ a 'I -- �r-- STA 1 5+ — i-� /� l 1 \ \\ \ \� o i D I K S/ — r r f 1 n n f c I m\ I \l . / / I \ HILLT-OP/ HOL\DI III LLC� r r' / % 11� C1� B `21P RAP \/ / / �Z C —/ / /m r' r / \— I �� CD E5T 2 TONS II _ \ 7YEC�TEXfIL a o z — \ \ / � / r' r / / ez®L I 11 \ I % ►' I I �/ / CL B RIP RAP — — J�MOV"I'S & �"AI " CP �/ / r ' / / / J I 36° 710�+C�0 EST 5 TONS / / / ,/ / / ' r'/ / / / /1 ) r CO�Nc�} / l B 0 /WO DS I II IW l % 14SY GEOTEX34LE— / / , / \ r' I / l SEE DET9LL=A'/ CL B &IP RAP / / /1 / 1 I lr r' C I P' 3 �� ACK OF _Sle-EST__2 TONS / I / r r / / / /� \ I I I A( \IS1iD RB CUT — 7, Y GEOTEXTILE — / r��r m I I i 1 \ \ Q. H. GRIFFIN SR. r , / J I �S_ wooDs J 0 / I C _STA 16+50- — \ — — i I % �r4�r / SEE DETAIL 'A' I I ti\ —� I I \ \ \ ` I V 1 � 74- --Y8= Lt-- — 815- / r SPECIAL BACK OF CURB CUT DITCH 0 sT1 \ I o / I I I — — — 7 — ] puE---)Di\ / r rr / / STA/ 72+00-77+70 -L- Lt I i�i o I / I \ / /E / �/ / / I I N, \ ) I/ \ . 1 „ R P_I s I I \ CH — / / \ r 'DUE E ; I I \ \ \ \ LO O J JFBRUSH P M �E R I \ < — /� — ) — — ' — DUE — C I ' PUE , <\� �\ /I� — N Po / P 19 cR \\ 15" R� IV\/�\ \— J \ 15"/,RCP-iv Fxlsrwc R/W /� \� r ' l/ ��_ � � � �- Y. OF. ARCH5ALE..( \ _ — _ —i — — — — — — — --REM V XISTING R/W W �` ----_---- ---- —15- ---___ _ / -- _ t — — I --_ 15"RCP--� AL �HLLT)12CP�/� �� \ — — — — — REM — — — — — — — -Sze— 12" CMS — 12" �bP \ N'AL o �s JTO CLIMAX` J (n �_ _ ! �_ _C13 REM Yk DI'S & 12 5" RAP_ / 1 ogz� NC 62 25.5' BST o LU IP / �s ECEC 5, _ I "RCP 2`R j �� I EIP \ / 12 Cf� _ \� 8Z5_\� BST W N i — — \ rl5" RCP -I / EXIskrN R/W E — — 15" DIP 15' UP I Z — � \ </ — tee...- < � < < — �� STO / I I BST / \ BRLJ�i — �r `- / zao \ I \ v i I I _ — — — — — -� — C F REMOVE ,HCi DI J 1 f \ \ \ — �F�- \.� 5. J / / — — \ — J / .� — — — v F / REPLAC� WITH Dt� I C / l / I �\ J PUE u 6 15"iRCP-IV Ii_1 \ �r 1 JI I 1 IDU I I _� P )UE 11\_ � L 0 RIPE RA SEE ETpA L 'J' \ 36„ \ I I I T-ER1 Y RrNA, L \ST 2 ON SPE AL BACK OFF — I I BK \ CO "BLSEZ� SIC STEPS I I I i i Q / �\ q�l •p SYI GE TE TIL CU B CPT DITCH I I — _ \ �C PUE / / J i I ISFD I I I I I / \ ISFD i J aL B R4P RA I I/ / v - + a S E ET,�I S 72 � 74-7 +50 -L-1 I S DE % ISFD 2-SEPTI I \ _ _ � '' I \ � TANKS I �JAMES A. SMITH — — -- � fr— � 0 5 �/ \ \ \ \ 1 /I I / /l SP 9f CURB_CU ITCH L B�RIPJJ AP L \ I 1 _ \ F Sw°q \\ \ \� \ \ST N AII�D V' D H r l I /—fSBKD\I1 \ STA +50-77+36 -L- Rt \�D2 TO S OW / 1 ➢ \ \ \ 517 �2 +12 4 -L- /Rt i I I �w/B S�MENT I+36 \ � I / I` \ 7 � T XTILE / Oyy = / � � �2 WOODS 1 �XI I I I I — I } o �� r W N 3 CON` \\/ — �TEP-S 1 -E \ � J '� t \ W 17 I I III — \ II / I LT _ I 1 I ,' O I \ \ 1 \ I 1 0A/ , \ /G I \T I N W( LOSED) v J O L \D P OPE�tTIES 0� '� `\I I WD DK I \ 0 I \�\Z�I IL \\-X • \ 1 \ \ 1 °6 \ � \� i'Y I W TANK I / I TANK \ �N� TL \ \ \ \ \ IGH POINT \LLC ��-� - �A P'r ; { 7�1 Cb�C O i \ \ J 1 �2' ATE / 1 I / / I \ \ \ \ \ \ \� /� BASEMENT \ \ AARR1 T. oLus \ QACCES 19 1 \ KIM TpN ` / a I CB SEE DETAIL \ \� , X \ \ \ � 1 ON \ \ TOE PROTEC X N \ \ \ \ 22$ G TE ILE \ \ / \ \ \ ( \ \ Z 1174 \ I STA 69+80 - Rt\ \ \ ` e \ CLAUDIA SH O-►dIARTHA_Y,-S`NlY R — \ — \ mN 39 ARP R dJ WI TO STA 11 +50 Y9� Rt \ �\ \ s \ SEE ETXK 'H' \ FOLTRANE, / — / \ _ \ 20 O a \ \ \ O \. / r I o 1 1 \ \ \ 1 \ TD. 3�' BASE\ DITC \ DEBRA\ COLTRANE / - _ — { \ i / j( / < \ I 15 \\ \ \ \ \ STA 72�21 -L, Rt�mN \ HELSAB CK, & / / / \ CLARENCE W. DAVIS RPO ND \ \ R R Y H E L A a PERRY WOODS III \ \ c \ I SIGRID E. WOODS\/LT / 4 DI I I I SEE DETAIL F \\�\ \�\ \ \\ \ I I I I W� \. r I I I IT SPECIAL BACK \ \ \ \ \ \ \ \ ` \ \ \ \ \ / / \ \ /\ \ OF CURB CUT DITCH \ \\ \ \ a — / LINA1PHA�I I I I I I II STA 11+50-19+00 -Y9- Rt \ \ \ \ \ ` \ \ s` \ �� \ \ \ �aZm--✓' //�— �/— /^\ \ \\\\Bz�v`1 L��-- \/�✓�� y/ \ I I \ \ \ / — — — \ / / e+8— — — \ \ I 1 1 I 11� 15" RCP -IV \ \ \\ , \ I\ 1��\\\\\ \\ I I \\ /�// //—//'\\ \ \\ —\\� �e2\--�_� �� / l �/ / — /y / EIP— 400 SR—� I I ► ` � POND � \\\\ \ \ \\ \\ // �� \ \ \\ \ —\ —r\ —_,--\ / W 4 \ \ \ \ \ \ \ / / \/ \ — — \ �� \ / e"� / /\> / �/ \400 ,MOfi 4�IN G RD. S /0° //' /4.0" W LIB RTY R 00 10� \ I 15" RCP -IV \\ �\/ \ �_ I \\ _� �/ ! / \ \\ \ \ \\ �� / /� // / — ^ I6 — o i I I 4A i I DENOTES H�A \ \ \\ — — / �✓ - \ \ \ \ \ \ \ ^✓ ' 1 91 /CBI \ (7500 I 1 / I CLEARING � � \ \\� \ , \ / j/// ---�\ \\ \\\ \\ \\a \�_ \�/ \ �/ /\ / �/ r / f- �7//— 900 LIL HA O` I 50' 0' 50' �00' / I50' \ \ r, — / r 96009 ,� I )3�75.00 F F �\ \ // /��/ J� / I/ 170 1h �m r� j/ /\ DENOTES FILL IN \ / �� _ STA. 1 WETLAND TCHLINE Y9 GRAPHIC SCALE \ LA ,SEE SHEET N0. 2B-5 MA SEE SHEET 11 *� * • DENOTES MECHANIZED CLEARING — -FOR -L1 PROFIZE-�SEE SHE�T—N . 14 � � \ — P-ROPaSED SIGNAL 'FOR Y8-, PkO-FILE, SEt' SHEET Nd-198.- FOR -Y9- PROFILE, SEE SHEET NO. 20 20T� ADT / f — 2-006 RE — R 1 2040 ADT 2300 WEANT RD V) z 0 ILI w fV (V J W U O J W m 0 W 0 0 Q (V J W U me z O J O m r N 0 Lu F- to Z) 0 a N O M w me O me Cl) J W V all O w 71 lo- O w cle [V N O w O w PROJECT REFERENCE NO. SHEET NO. __ _________ _____ PERMIT DRAWING U-6018 9 � NOTES: / /' I \ \ \ \ \ \ � / � � � / �� --- �- _ � --------- --- �- —7- \ i i 1----------------- �s--- — — �� , �— _ _ — — / �, RiVd SHEET NO. 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16 MIN. WIDTHS \ / / — — —8b9— \ --- FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL / ---�\ \ \ '\ \ / / ��' i—i 4c \✓ I _ L �'1 ROADWAY DESIGN HYDRAULICS / - ENGINEER ENGINEER WITH 5 MIN. RADII; OTHERWISE MATCH EXISTING. / \ % �`\ \ \ \ / ✓ / �4-/ �/ r l / I , C l3'GR 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH i '�, `;` \ ,�� - / / / i I / — )r / - — FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMT CAL; /\� \� �_�// I / 1 EXISTIN�FFIVATE R/WiIII _ l_ OTHERWISE IMAT H EXISTINQ. / / / ' / / 1 �, — _ — /_ - �� .. ; / / 1 \ \ I I I / ROGER C. NANCE _-' •� --- II I I w MEMOS — — / / / / / -_ l \$5 I I _ , 3 , PHLLIS P. NANCE ; �� n `I I I I 72�CONC�BURIAL I I I III �, f \ I I \ !' I I I I / , WALL III I I I I I I( I° I= III / IQLL "I_ I11 �`` F �, IIIII/ ( V) I I \ 1 I I \ D T ILI'C'I I I I / \ / / I \ // I�� / I I / I ; _ \�,� I I I w� \ \ I \ \ \ \ \ SkE6 L T RALI 'V' D\ ITCH I I I I \ \ of / / \ / / — y / / I \ / /. I \ \ o I o bI I 1 I \ I ( Not to Scale) \ \ \ J\ I / Z / I • � I , \ U � I a \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ J � j / 2 I \ (\ / i O \ I I / / \ \ a � I II 1 �a `� DOCUMENT NOT CONSIDERED FINAL \ �.1oft I Fronf \ \ \—/ 1 1 / \/ \ I t / / ( ( I f J 3 — ,� CN —/ \ O O I I I Cis — UNLESS ALL SIGNATURES COMPLETED I,II� � Grad\ b \ /. ;;� I \ \ \ `-------- r-- \Ditch(\I — — 5•lope \ \ \ \ \ \ � — — � / I— \ \ \ \ \ \\ 15'GR r I I I I \ \ \ \ \ \ \ \ \ \P=\ 2\OFt� I ✓ I \ N \ \ Min. \F*O�A\STIA.�4 0 �O\ST,Q.31\+00 -Y�Re � \\ \�_----- // \ I I I \ \ \ \ \ \\ \ \ \ \ \ \ \ \ 835 \ \ e'� \ 1 — — / \ — s \� \ \ ; 170 0, I I RAMEY KEMP ASSOCIATEr 5808 Faringdon Place \ IC° l II I I ~ Nc\D Raleigh, North Carolina 27609 wwrame kem 'om L L— w one: - -5115 I cn o' w in i i T 03CT, Qa N I � z Lnw m Q N OQ CV i o-0 CV T I=Ql G' in C az a� C�z V \ \ \e \ \ \ \ \ \ ST,�ND D BASF`DFTCH \ — \ / \ / ll_ � SPECIAL LATE L 'V' IT�k` \ C — -- ^ r - - _ _ _ _ _ _ \ _ (Not to Sc le) / \\\\ \ \ \ atural \ \ \ N taur I —\— � \ // �� J \, '—BZ 2II III Groun — \ — — \ \ \ \ \ \ \ / / 835- 35' _ _ \\\ \ \ \ \ D \ \ �\�__—\ �-- _ \ \ — J / / \�� S3 L=��-----= II WOODS \\ \ \ \ \ \ \ \ \ \ \ \ \ —83 / Nataf9l \ \ 31 Fill �e35, \ / EMMA J. COX �_ BZ 1 I \ I / \ \ \ \ \ \ \ \ \ — — i rot�d \ I Slope \ — — — —' �- / — \ — — — /� I, �Ilv� — \ AMERICAN TOWE S INC/ B M�n�D= ,0Ft. \ — e3ep d= 1.0pt, \ \ hei�8 ism 6.0� \ �B = �2 OFt. \ — \ \ \ \ ` 1 f ` — — — — J — \\ \ \ \ \ \ s2e\ \ \� \ \ \n \ 35i �� \ —��-- � i i-Y — e I R IN CONDUIT T}�pe�f Line L�iRa�j \ \ \ Jam/ / /I 'fieE AI DIY \ STA_-28� �3� \ \ \ .E OM STA. L5+88 TO\ STA\17+\50 -1�3RE Rt \ l / — \ ✓ / �i — i II 36 .0 I�� BRUSH — — OF ARCHDAL� V � \ FROM STA. 17�50 TO �T + - Y3�REV-`Lt \ \ /� /� �� s, /� \ —' / III E E •III I 1 CITY '7 \ 1 EST \�S, 1�SY��E T ZE\ \ e \ \ J i- _ — r ii — , �i / r F ARC DALE I ��\DDDE-20CY-,, \\�\ \\ �\ \ \ \ —\ / // S \ �� /�� F J \\ /I \,/ V- \ �N)_ �S 6�2�K REV�Rt \\\ \\ \\\e \\ \\� \\\\\ \\ —_/ �— —�f ��— J / 1 Ol III ST T, 8S vn G EXT4L��2� \ \ \ \ \ 2S� \ \ e — �a �\ \ \� \ \ �\ \\ \ \\\ \ �\, —\_ _�2 R-f�� I / — — / 8� 2 0 I I I I� it DITCH OUT AT INET \�---r/�LBD PRO RrTIE� �i7B= FI=WFl2 \ / p O\ .Is Q � n S� NIALL \ \ \ ,.nn-, / / / I p \ OF EEX�IST. 18 RCP & OU1�E� J — \ 22 _ \ \ S IJ I I Ili = OF EX1ST,18 STL J IJ I6I WFs I \ o z OVE 24" / .8, o I� \ \ / —/7 % —� I i I III a m \ s✓\� / 1 ( r// / a 02 PECIAL AT L "Vi DITCH \ \ \ �5T(8A y < / \ .' r TA 15 88- 7+50/-Y3REV- R / II PUE S D TAIL �C' \ \ \ \ \ \� \ / / I�AL / ( 1 1 ry`0 / z III I o J l \ \\ \\ \ STD 2'BASE DITCH \ \ \ \\ \— ) I l / ) / / �� W/CL qP RAPsze_� — — / -STA 2 + 2 -YAEV- Rt \ \ \ / �\ ' I l l l / J J / J / / / 1 I I \ — / / ^ ✓ T� 15TA 218+00�Y3REV- Rt \ \\ \ \ g2�f I 6 / I / 11 r/ / ,J r \ � I I I C \ \ . 16= DIA ) \ \ / / // l \ I / / I I \ / r I► I III \ �1 I I \\�SI1A \ 1 \ \ \ 25 OC� � ��/ \ ) ) ) � I I / / / � � �� - I I I I � l s � �� ••�\ �\ � \ �/// / �\ �\\��_ \� \ C��a \�—\\—_-�B-/� /2e .�11J�A ' � { I / `1' l � I � � � / ,� I � � (� � 2 woo \ \ \ KI I / / e\ \ \ \ \ \ //�j M s�,A L od E— \ I s E�VE_A. o�tE \ \ \\ S:3 = 1 \\\ \ \\ \// ( � 1�HIVI T R� / I / / / I u..o /n ;��/J � Jk� \ \ \ - — i i / / SEE DETAIL 'D' K� DITCHI��\�\ e2 \ _ lip I \ i I e \ R \ I I / I \\ \\ \ \ 7 / / STA 17L OT 2 +�00-Y3REV- rLt m // _ SKI \ �` \ `Q A \ \ �A ; —/ /� /, /w O cis ` / i I� , / I i / I Qa J II ► , 21 ? ) L —L7= t E6 m // SB /�i \(� / / / / / / ( J \ I I I l °° \ _ TB g\\ \ \ \ \ / / / / I / i r d/ / // / l I I Rf� '� 11 1 � 1 \ \ z \ / N / / \ �a�e \ \ \ — m� /� // % — I I / f l / u I I FARMERS & MERCHANTS BANK _SsA� + ITY\0 CHDALE loU / i�' �/ / /I r /I �/X /o r �. l EI \\ /� } o rn -< =�� / J I l k I \ a \ J\ I► I \ — \ I rn W R G AD \�'" ,N't < _ _8ze_ �\ — _ ___ _� _ /� < I \ -� / J — 8�E _ 0\ L-6�1f�4 CL L �J�� J= -- J _ I — SBW 2CwL / \� V rn < \ IOSY C — C — —�- —— \ \ I / V / \ — lN��y.o� J / 1 .Y Ev' \ / F / p/ — I I a \ \ \ \ \ l \ I \ \ \ _ \ i \ n o ,/ o P o kN� ✓ / �� 88 .�/ yti o \ ' i — GRAB TO DR\,eplN — — — m' I r / / �� 5b' I 0 50' / 100 150' 18woods JT �_—�� (T % l r / Q �J I // /i % l� �� I � \1 �'V\=-8 190 I �\ \ r _� /�/J / --J �� _ e�--�/ /~ J / / / \ l i I % / iJ I I t I / // i I m PRAPHC SCALE 1 / EL� ��uE — PUE 5_�—_,SUE// �/ l \PUE �oDs I / / / ( /. /� I/� I I 1 I / �VI /Y D E e L�fU E _ / J) / SU FACE WATER IMPACT / \ \ I / . %// l� ill I ( I I P 'N ( \ /� / � NI � I I POD �-_ IFTON H. LAMD / FRED E. REDITH RVOC�kBL�E TRUST \ I I / \ \ // / / ,/ �I I\ DI E- . ER DITH REVOCABLE TRUST i \ \ \ \A \ \/ l \ ) SEE DETAI✓'C' < v \\ \\ \\ I \\J\J f� +50T3�9-0�Y3REV-LtDITCH�� \�� I //7�/ I / I J ( ` SAO I � \ / / \ / �" < / / / t '_� �i i�//// �z /%/��/// /�'� ,�off—�✓ /� < \ l� I —� ( 1 �� /'t�G i i �/ / / / / / J PAVEMF�NT REMZ)�AL < �� / -1 11/// - / %_/ii ii j �� i i% �e`�'� _ , \� ram\ \ 0I2� R1W PLAN,�E SH T NO.2 B-6 FOR -Y3- PROFILE, SEE SHEET NO. 16 NOTES: 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; OTHERWISE MATCH EXISTING. ,, k 50 00 MPTCN�\NSEE SHEET � DETAIL 'B' PIPE OUTLET CHANNEL (No1 t° Scale) ceete.�ae I a Length= 10.0Ft. CHlveN EI.j D d= 1.OFt. Est.= 4 Tons CI B Rip -Rap, 11 SY Geotextile STA. 18+22 -Y6- Lt MATCHLINE —Y6— STA. 15+00.00 SEE SHEET 7 NAN SOON JON. d �\ TRUSTEE FOR THE BENEFIT: 1 C OF JON JIBUM JON AND MONICA SUE-JUNG JON II I m \14{X J �I III U, 16- �S z� I \ x lit f �J1,1 N I I 1 3 I I I \\ oro \� T• II I I III \ \ 'j' `•�i'. I \� REMOVE \ \ c REM VE FES114/, II flZ REPLACE �24" RCP -I 6 � \� f U 4 O \ + N o r 38- U j CNN J C TIY T OF pRCND JOHN SHACKELFORD LORRAME S ACKELFORD-GIDDENS CHARLES A. SHACKELFORD J�a Z m I I 15" DETAIL 'S' DETAIL 'G' DETAIL 'J' STANDARD BASE DITCH TOE PROTECTION SPECIAL BACK OF CURB CUT DITCH N.t t. Sc°le) (Nat to Svole) (NOT TO SCALE) Goturol Gotural NATURAL roan ;/ .L� roan cP°yja �GR=uND d D Natural q? ��S°pa Ground b E G.ofe.tile g Min. D= 2.OF1. �•1 d 2/ k'� M... d= I.OH. d- LOFt. d B= VARIABLE, b= 5.0H. Ge°fextile teaile f Liner- CL I Rip-R°p Type 3H,�H. Type f Liner= CL B Rip -Rap Type of Liner= CL B Rip-R°p Max. d=I Ft. °° STA. 15+00 -Y9- Lt FROM STA. 14+00 -RAB2- Rt FROM STA. 24+13 TO STA. 25+97 -V9- Lt EST. 99 TON, 195SY GEOTEXTILE TO STA. 2 4 + 2 7 -Y9- Rt EST. 65 TON, 193 SY GEOTEXTILE DOE = 77 Cy EST 63 TONS E PERMIT DRAWING S _UT119�,"D 10 MATCHL► SEE SHEET $ � V F PHAM DETAIL 'L' 2235Y GEOTEXTILE MATCHLIN • c I 1 —X . LIj SPECIAL LATERAL 'V' DITCH _ Y�_ STA. 14 + 50.00 SEE S T ON NI C Jo • Q I I Nto Scale) j`-✓ o Q a� oral °` FBI slepeL I D Ea RUFUS FLAW PRANCES C. LAW —VI I z Nfl� D B. CODY NC S T. �{ Min. D= TOH. I "m �0 + zF RY D. FY°'1 g X * FROM STA. 15 100 TO STA. 18 150 -Y9- L7 Oil,��t w h DETAIL 'A' _ SPECIAL BACK OF CURB CUT DITCH - I 1 w ""ram SEE DETAIL 'F' J I o SPECIAL BACK OF NOT To SCALE) (7 - `A�sW ; CURB CUT DITCH w NATURAL ✓Y N STA 11+50- 19+0 0 -Y9-R7 _ 26 � �/ A> �X / \ WILLIAA CORN I KIMBERLY J. COX ROGER A. GR � \ \ THAT OTHER ELL PATRI ROBER� G. G A T FROM STA. 20+50 TO STA. 23+00 -V9- RtE\ X a 1� w 158 / 1 NILLIAMI L. CORN LX� ' �' /� I KIMBERLY J. Cs x or 03 1 0 THATB C / \ / b311 bJS Aj d 2 /p \ Cp SEE DETAIL 'F' w \d3a = \2SPEC BACK H \ \ Q 48'CONC STJ 1+5 DIT -Y9- R7 y0. r ,1 l� y1I 41L 'B' SEE RAP 59 \ SPEI STA ! SEE DET'ML 'P' \ TERAL 'v" DIT H L, * 3t �� ,11,4 \\ WA 23+00-23 5g -V- R7 yv/ \\ :V-T E DE ¢TECTIO *yCL B RI t'lAP gK 0 2 TW 24+2k'4 RCP -IV L B RIP RAP.. -1 �� * / 2cBN III -Y9- GR CL B RIP RAP \ �P / EST 2 TONS 7SY GEOTEXTILE CL B RIP RAP dl w EST 2 TONS 15" RCP -IV ST GEOTEXTILE 1 ?\25+00 � o0 JOEL K. AUMAN URB CUT DITCH -Y9- Rt E E PDE \\ BASEAIE� pO Oda ACCES d" DON L.INGRAM 27 BETTY L. INGRAM —CL B RIP RAP EST 2 TON 7SY GEOTEXTILE —15" RCP -IV 11- RCP -IV F PDE p G CB CB "GRIN E wu F E �PDE 15" RCP-4V RAP NS TEXTILE 0SEE DETAIL 'O' STD. 3'BASE DITCH CLAYTON W. SHACKELFORD HEIRS TA 24+06 -Y9- Lt REGINA S. M¢DOWELL e2 2 LYNN S. HARRIS \ 82 Q a PROJECT REFERENCE NO. U-6018 RW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 11 ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� I(Alk SEED�ADTFC RAMEY KEMP ASSOCIATES STD ARAsageCLIRRakIgM1, North Carallna 176g9 �ykny rameykemp.com PM1ane: 919.57Y5115 STA Y9 L7. -SEE DETAIL SPECIAL LATERAL "V" DITCFh STA 15+00-18+55 -Y9- Lt 15 PERRY W\WOODS SIGRID E. N I I I I I I I I 1 C C \ �2 / / !0 sEE DETAIL 'L' Ir1y T AL "V' DITCH S�U 0.1 +55 -Y9- Lt \NDORFOPED EUTURESTFEET\\ JERRY FRAZIER LOIS FRAZIER DETAIL / DETAIL F' LATERAL 'V' DITCH )Nett. S,.el.) SPECIAL BACK OF URB CUT DITCH INOT TO ALE) NATURAL ROUND - _ / Nafurol Fill D Nr A ;� D I'ht.OFSlope Mln. D= I.OFt. 4'7 k.\ b= S.f. FROM STA. 23+00 TO STA. 23+50 -Y9- Rt FROM STA. 11+50 O STA. 19+00 -Y9- Rt DDE = 27 CV —Y6— SR 1162 2200 EXISTING 2400 WFANT Rh I DETAIL 'O' STANDARD 3' BASE DITCH I N ffo scelel ooral Gamml an ti.> Teen d D G.ot..al. g Min. D= 2.OH. Max. d= 1.OFt. 'Wnoo B is 6.0' B= 3.OFt. Type at Liner= CL I Rip-R.p STA. 24+06 -Y9- Lt 2018 ADT 2040 ADT —Y9— SR 1162 < 00 REALIGNED 00 WEANT RD. 2000 2300 2000 2300 —Y6— SR 1162 EXISTING WEANT RD. DENOTES IMPACTS IN ® DENOTES TEMPORARY ® DENOTES EXCAVATION IN WETLAND ® DENOTES FILL IN WETLAND SURFACE WATER IMPACTS IN SURFACE WATER 50' 0' 50' 100' ISO, ® DENOTES HAND CLEARING �" DENOTES MECHANIZED CLEARING GRAPHIC SCALE FOR R/V11 PLAN, SEE SHEET NO. 213-8 FOR -Y5- PROFILE, SEE SHEET NO. 18 FOR -RAB2- PROFILE, SEE SHEET NO. 18 FOR -Y6- PROFILE, SEE SHEET NO. 18 FOR -Y9- PROFILE, SEE SHEET NO. 20 ®PAVEMENT REMOVAL z IO NOTES: 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; OTHERWSE MATCH EXISTING. DETAIL'S' DETAIL'G' DETAIL'J' PERMIT DRA�,IWR�ING STANDARD BASE DITCH TOE PROTECTION SPECIAL BACK TO CURB CUT DITCH S — �T�T 1'__+ DR 1 O Nof b ASE (N°f t° Sv°le) (NOT TO SCALE) Guturul G°tur°I NATURAL d ° Nofur°I q? ��S°pa MATCHI—IEE $ G.°und �1 F — —SEE S Ge°fe.tile g Min. D= 2.OFf. d d 2J Mox. d= LOFT. d- LOFt. \ B= VARIABLE, b= 5.OH. Ge°fexiile G exile Type of Liner- CL I Rip -Rap 3Ft�Ft. Type of Liner= CL B Ri{ Rap TY of Liner= CL B Rip -Rap Max. d=1 Ft. 1 M 5'. + T� STD. 15+00 - GE Lt FROM STA. 14+00 -RA82- R1 FROM STA. TON, T3 STA 25+97 -V9- Li ` '8 EST. 99 TON, 195SY GEOTEXTILE TO STA. 24+27 -Y9- Rt EST. 65 TON, 193 SY GEOTEXTILE Db�� 77CLY \-- EST 63 TONS •R 50 00 ` �LEgTAI L`,y 223SY GEOTEXTILE MATCHLINE ' S� P• AA � \ Sic IAL {,ATE AL 'V' DITCH � STA. 14 + 50.00 SEE SHEET 7 a ° � �� - I = F ��P_I E =15 r.ET 1 _ MATCHLI I. p MPTCN�\NSEE SEE SHEET �15+00.00 Nem,e1 E FIIi RUFU$ D,oUna 7.� na` ° x c e 111 �` �FRANCESC. LAW - a jtl I p NL3!J D / II \ —iR TAN OR"E„ BE FIT: C MI".- TOF. �pF JON-JIBUM JON Q x McNICA�UE-.JLJNG JON I 1 I ' 6 FROM STA. 1 100 O TA.1 150 - Lf \ I h � � 1 �� ✓°"� � 1 �E�TY"L F ( ARIABL WIC" PROJECT REFERENCE NO. SHEET NO. U-6018 11 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED I(Alk RAMEY KEMP ASSOCIATES SPECI BA OF U CU DITCH -Q J, Fad"Ra°n Rlace Nu ane1see N°. G0910 I oT/T� scA I - I 1)/,\ o PlEjR AL BA K OF I IP P \ Rak PRo e�919ATY15115�6R9 ykemp.rom / \I U+*DO 5)-- H T\5�+00 Y9 7. y / '\ II ��N 1 T 11 5a °2\ \ WLA 6 �0�1\ \ W PATRIR �.GR T \ \ T„A OT ER L j FRM STA. 20,/50 STA. 23+ 0 -V - Rt C� J \ I 1 � w o \ EE D TAIL ' I ( I CIAL L ERAI\"V" TCFh \\\\ r o�� I TAB+oo-l�+s`s L\ THAT ® d/1�� N s E AIL\F' w a \ 0� W \\ 1 KTC _ SPEC BADITCHF \ \ I /� �GR E N D 1 J s+ l \ \ �® �� \ L I , _ II I Z o /\ �•.^�8' RCP // // /� // / / / �. J /l �/ / I` 1 N e \I \/� \ w\\ �\l\ \ \\ 8'CNOC REPLACE /1/ T 9+0i9� \\EMOVG roe AS ,EO �� BACCES 1 \ \�JQ�L K�AUMAI) e N / ckz� \ `J\/ 27 DOTYLL'NNGRAM 1 )kTN� /3 `I3 L \SEE ET �'A `\ •86�� ,g LT 1 i� SD' Fri � � — � \ � � ...��\\\)�\ I `\I II \ 3� 9�D SPECIAL A K RB CLJ� DITCH \ f \ 1 1 {) l \\ 38 \ \ �eU� �'`g' / °nypY I 9�TA 20+ 2 +5 -Y9- Rt\ v�ET L 'P• 1 ''r�m \ J I / J 2 11 NJ INCNC e \ ? 1 2 $ \ T. 9c G I TERAL'V" 3FA 2 0 23 5 se�<'Vy- Rt 8 f \\ I 7 y I m � � c,�8 RT R,aP F FE DETAIL'L' RRY FR PER OOTAEX LE (r F 1 L55-D91TC/`\/+'t1LL01 F IER 7S�E T�\ J h�,6 LF(N/ SEAT 'G'� \�`CG�� I'Pti \ �� I I` �\ TOE O TECTION �iiC6/ RI �A9 ry NT \ a �\ \ W " RCP IV F l 24* ktl R UNOORE OT.URESUSE!' � �� %5v c cai EET 1TAQ IL �` �/ V' DITCH \1 I F' �LATE SPECIAL B CK OF 4RB ICUT\ �TQH\\ INOT To LE) FIR cI�g hLaTU L ` (1 Min. D;o T I.OFt,4(,l CB C REU E// \ \ b= s y FROM 3TA. NO. �D STA..v3 50 \+Y4-�Rt FROM S A.11+5 O TA. 9+0 -Y9\R "" i\ �2 �\ � \ \ % / Yf 30 \I 6 S 162 2200 / „ $1+ACK LFo 1 / tEXISTIIV 24 0� ,< I` L N A/Ty;ELFyFT�^D-G DENS m 1 \ II I I I ) R \ ` ( � $ •`?„ACRELF70 .n I \ 5„ R P IV ' PO l „ RCPaV` \ \ ` `- '"f' /\D �'-Yq SRi 16? I \\\\ RIPRASP// 1 AIL' ^ (\ EA dNED� ao 1 $ 1 �€ST TOTESCTILE `1 \ \ \ 2 \ \ \ ST ARD 3' B DITCH I \ C`\� \ 00 WA p,r / Y J m I� 75�4 SEE DETAI\'O' 1 \ �� \ �m T I Nof m � �l / 2 00 / �1 EE DE L \ Ca STD. BASE DITCF-1 CLA- N N. ]F�ICKEL ORD „EIR \ cFou" ' \ �Cp 1 HARRIS I Nor F TA$9ECIAI�da+o6 LZ, U REGNA S. DO ELL \ R \ IIAR�41�lAD 5+9 �Y9 \Lt ��n 82 j`,y2/? \ �YI�N�.\ce°t le g 20 CL /\B RI\ R\ \ 11 \ I I I \' �. / mod= 1.UFt. \ ` �1 ` 1 11 \ y I E5 \2 pe iitrter= YT I Riper \ \ Y Y6R 16ry / 75Y G E TIYE� IC RIP R P \gl � \ .� _ � 4 1 / - ,] t / i ESq" ON \\ .24+06 -Y9- Lt -� �R01 ADT 42 0 EXISTING 1 „ RC P�v 7srt E'TE>�'rILE 2040 ADT 4700 WEANT RD. \ l 1 1 1r \�\\ ? \UE �" III DENOTES WATERTS IN ® MPAOTSDENTES IN SURFACE WATER ® TEMIOIADEN INE WETLANDTS EXTION ® DE WETLANDL IN 0' ® DENOTES HAND DENOTES MECHANIZED 50' 50' 100' ISO, CLEARING CLEARING GRAPHIC SCALE \ X FOR M PLAN, SEE SHEET NO. 213-8 FOR -Y5- PROFILE, SEE SHEET NO. 18 FOR -RAB2- PROFILE, SEE SHEET NO. 18 FOR -Y6- PROFILE, SEE SHEET NO. 18 FOR -Y9- PROFILE, SEE SHEET NO. 20 ® PAVEMENT REMOVAL WETLAND AND SURFACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 -L- 31+17 to 31+26 24in RCP < 0.01 < 0.01 34 10 2 -Y8- 14+85 to 15+91 Roadway Fill 0.02 0.01 0.04 3 -Y3Rev- 25+77 to 25+98 Standard Base Ditch < 0.01 4 -Y6- 18+21 to 18+32 24in RCP < 0.01 < 0.01 < 0.01 10 27 5 -Y9- 23+77 to 24+23 36in RCP 0.05 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 152 37 6 -Y9- 14+63 to 14+87 Standard Base Ditch < 0.01 TOTALS': 0.07 1 1 < 0.01 1 0.01 1 0.04 1 0.02 1 < 0.01 1 196 1 74 10 *Rounded totals are sum of actual impacts NOTES: *Permanent / Temp. SW Impacts shown as sq. ft. in Supplimental Document 2018 Feb Site No. Station (From/To) Structure Size / Type Permanent Sw impacts (sq . ft.) Temp. Sw impacts (sq . ft. ) 1 -L- 31 +17 to 31 +26 24in RCP 327 57 2 -Y8- 14+85 to 15+91 Roadway Fill 0 0 3 -Y3Rev- 25+77 to 25+98 Standard Base Ditch 223 0 4 -Y6- 18+21 to 18+32 24in RCP 44 105 5 -Y9- 23+77 to 24+23 36in RCP 401 118 6 -Y9- 14+63 to 14+87 Standard Base Ditch 0 52 TOTALS*: 1 994 331 *Rounded totals are sum of actual impacts 0- \ 0 (2 U) I n I L Q I I O c9 I 0 L 0 F F— O L w n- w / U) u 0 L --O ON � M I �z W LC� � OOQ -/Q N O N L O � N TL I = Qz� See Sheet 9 A For Index of Sheets See Sheet 98 For Conventional Symbols 115resen R resd a� 1158 9721 CK/ BEGI U-6018 � arc N 1156 610 1299 15 Ln w -09 L 1, [, eP _4b5 -1154. L , --——————— — — —- —— D ♦ 'jv t a •• 'b6 reQa 292 0 CD 116 a v 85 4014 Ln ! a, 4013 12 4012 q� v�� 65 B okdale Dr CT3urton µ 116 2 �m Rd PRO ECT \ 11 4 Greenh v t!p� Dr y 1276 1274 p7 X ^f 127.,1 VICINITY MAP XTFrC GUILFORD COUNTY LOC24TI0IV: WIDENING OF 11tC 62 (LIBERTY RD) FROM EAST OF 11IC 610 (E. FAIRFIELD RD) TO EAST OF SR 4066 (MODLIIV GROVE RD) AND THE REALIGNMENT OF SR 1154 (KERSEY VALLEY RD) AND SR 1162 (WEANT RD) TYPE OF WORK: GRADING, PAVING, DRAINAGE, & SIGNALS SITE 5 '.�....`�'�w•~...�! � � I� if - 111 II SITE 4 ''" is II I , 1 � ��(' I I° I BEGIN TIP PROJIiCT U-6018 -L- ST)-`2k�70.Q0i JI m' or� aria �O P� 0 0 0 0 BUFFER IMPACTS PERMIT � . �P � i ��.A .81 F4p�■�y�y II Q -KAM.1 • T W 7jru- � �6 I- ,vQ ab!F �+7�� W EML WARAWO -I, EXIST. BRIDGE 1' SITE 2 / STA. EXIST. 5BRIDGE ` �, ; Z �� Q _.06 : STA. 56 + 71.20 0 SITE 8 - __► THIS IS A PARTIAL CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ARCHDALE, JAMESTOWN, AND HIGH POINT CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II GRAPHIC SCALES DESIGN DATA ADT 2018 = 111300 50 25 0 50 100 ADT 2040 = 12,600 K = 11 PLANS D = 55% T = 6%* 50 25 0 50 100 V = 50 MPH * (TTST 2 % + DUALS 4%) PROFILE (HORIZONTAL) 10 5 0 10 20 FUNCTION CLASS: MINOR ARTERIAL PROFILE (VERTICAL) REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT U-6018 = 0.894 MILES LENGTH EXIST. STRUCTURE TIP PROJECT U-6018 = 0.075 MILES TOTAL LENGTH ROADWAY TIP PROJECT U-6018 = 0.969 MILES PROPOSED SIGNAL L—_ EXISTING SIGNAL Prepared fn the Office of: i RAMEY'«MP ASSOCIATES 5808 Faringdon Place Raleigh;,* th Carolina 27609 Phone: 919-872-5115 1 www.rameyk"p tom I NC License No. C-0910 2018 STANDARD SPECIFICATIONS APRIL 14, 2021 CLAUDETTE M.K. ROQUE, PE PROJECT ENGINEER NCDOT CONTACT. CHRIS SMITHERMAN, PE DECEMBER 20, 2022 DIV 7 - PROJECT DELIVERY TEAM LEAD 336-487-0075 LETTING DATE: KAYLA M. POULOS, PE PROJECT DESIGNER STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. U-6018 STATE PROD. NO. F. A. PROD. NO. DESCRIPTION 47163.1.1 PE 4 716 3.2.1 _ R/ W & U T L 4 716 3.3.1 _ C O N ST ---------- ----------- ----------- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BUFFER DRAWING SHEET 1 OF 13 r O CN a 00 0 Z &CL 'MAX Cl j LAN fl TO END CONSTRUCTION -L- STA. 78 + 2 0.00 SITE END TIP PROJECT U-6018 -L- STA. 77+86.12 SITE 7 HYDRA ULICS ENGINEER ' MI ENGINEERING 1011 SCHAUB DRIVE, SUITE 100 RALEIGH, NC 27606 M1 ENGfNEERING (919) 851-6606 FIRM PE NUMBER: P-0671 SIGNATURE. - ROADWAY DESIGN ENGINEER SIGNATURE. cn Z O w w 91 \ 03 C 0_, -q C_ In Q I I E i Q I I 03 C9 I C 3 i O / C a0 E C 0 C I o' w n / i / 03CT, Qa N I � Lnz (nW &n- o� CV OQ CV i o_0 CV T I=Ql G' n C az a� c�z V ARIA � -nib � o Ri _ o CHRISTINA T. SMITH , o z cnj W I X ' I ' > I J , Q I I I DUX I \ X I ' KHALID RASHID �� 1 SAFINA RASHID a 1 I I I ' I---' wD a O 1 X I QR Hl L \ 1 I I 1� &eOWI X I' qF� I C \ \ \\O� I ik BST \ \u� X j I I I iv J \\ \�ZC I r X 1 T I r k 5 +00 , I I \\\ 60„ n nl `� � � � � •- \\N CD CLD SL4=WI1=SM2=WI9A I Y� _SWCI X i 11 \ e � �� .sue\\ �' � � ��'- � ' � ;� _ OL SERVICE tio\ \\\�� a��\ �_ _ EERVIN R. CECIL Wte aaM - �� ,5' RCP q� B°" Mrw'F�\ BOBBY LEE CECIL TRUST , I MTW 34"CONC O v, \ -0 \ P� \\ 820 k u BOBBY CECIL ' �X sq„ww ERVIN CECIL c GR W/LT� \ \\ \�� Q�� x�ew '�I j, o z BST \ \ \ 9'p� \ GR'O LE k� I "CONC �� c\\j\\ gCCESG F— /G �F x�X� 54"WW & ISBW X I I15 RCP -IV 1 ISBKBUS �N 9-TAN ♦ �/ CAPI`\ eOR/\ o\\ �� o X X X X X X X XJ I 1 L LINDA . T RRELL (-) o F'� MTw I�/L? \ �� TC " � I pVE BST m " o o ;� I ;FJ P �� \ \� ➢ I F / z U g MTL SIG �� ` p EXI571NG -R-/Vv— V�2L29_, / n _ _ OMi w CONCH --- GR / \\�— \ - c _ CONC HW / - - - - - ' I M Q, BST�r Q BST O -\I� / N r -"PLC- �S - �- -\ - - - G v� CONC L BUFFER DRAWING NOTES: SHEET 2 OF 13 1. DRIVEWAYS FOR sHoULDER SECTIONS: USE 16'MIN. WIDTH Oo FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; OTHERWISE MATCH EXISTING. \ \ I 30+ 0 I I \\ I I I , I , I I I , I , � f • N I ' PROJECT REFERENCE NO. U-6018 R/W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Kjiev,ft RAMEY KEMP ASSOCIATEF 5808 Faringdon Place NC License No. C-0910 Raleigh, North Carolina 27609 www.rameykemp.com Phone: 919-872-5115 a I I 1 z 00 Jz _ I ' 1 I � I I S TON, BOBBY L. CECIL STEP` ' ' O NANCY CECIL 2 ' I I BOBBY L.CIL CL B RIP RAP /� CECIL CE CL B RIP RAP m ' NANCY I �' I \ EST NS / 0 EST 5SY 1TONS G GEOTEXTILE SEE DETAIL 5SY 'GEOTEXTILE O I SPECIAL BACKK OF CURB CUT I STA 29+00-31 +20 -L- Lt I 15" RCP -IV 0 �pIJE PIIIE ' PUE PUE �U� PUE PUI O R z ' REMOVE C R F o F_C + N L uz N CO LO i i M EIP �o �_------ — ----- — — — --- — — _ — — Q H --- — — H W I. 0 " a - T1NV 82 °IT\ CONS � o NC LOB RTY RD 24' BST CB - - MIN —MIN I 5 (n `J, J 6"DI AATUR-w- - - - - =W- - CB 6"DI AATUR -(-w-FO � CONC NW_= ----�^ =T __ V=823.8� —�� - - -w- \ _,BAND _ _ - T o- o` - - - - - - -T FO- - - - -- - - — - -��— —W- -T - - — - - - -- -W= _ - - 3 ST W� 12°DI = — —T FO— — — _ — — — — — — — — 0— — = FO— — — — — — — — —T F — — — — 2 ' �� L — _ _ _ — —T FO EXISTING R/W CONC� T — IN CONDUIT �I/1 T LL T�FPO= W/LT \ \ \� �_�SLG O� �U6018-GPS7 / INV=822.30 C _>■ 5�G w \ - �I 'I P=826.64 1 IPUE j — I I" � ,nr W \ o\ \ m 1 1 CONC I �I \ � 1 GR i 1 3 CONC \ \ < \ a I m z� ERVIN R. CECIL BOBBY LEE CECIL TRUST BOBBY CECIL ERVIN CECIL ,,0 M� I �a I CONC I I I CONC I CD I I I I � I I oJl o I U I I I N I I I Iml I I I I I I `r' INI I I I I I I I I I I N I m I SAND I II I r DUE DUE ; DOE DUE I \ I \ Ln I \ L; DETAIL 'T' SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) NATURAL GROUND Geotextile Type of Liner= CL B Rip -Rap Max. d = 1 Ft. FROM -L- STA. 31 + 00 TO STA. 31 + 18 RT EST. 7 TON, 19SY GEOTEXTILE DETAIL 'F' SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) NATURAL GROUND— — — — — — — FROM STA. 29+00 TO STA. 31 +20 -L- Lt FROM STA. 2 7 + 00 TO STA. 31 + 00 -L- Rt —L — P1 Sto 20+09.86 z�s = 14° 48' 19.7" (RT ) D = 3° 00' 00.0" L = 493.52' T = 248.14' R = 1,909.86' PTH DEPTH J— C B J N Lu — — W W 12"DI // / ISTING R/W Z to W — J DUE Du E Q SEE DETAIL 'F' I \ 15" RCP -IV SPECIAL BACK OF CURB CUT \\ o L B RIP RAP 1 STA 27+00-31 +00 -L-I Rt \ w11� T 2 TONS W00 S \I ui SY GEOTEXTILE P GR I < f Ln SEE DET T' ' SPECIAL ACK OF CURB CUT STA 31 00-31 + 18 -L- Rt I , I i CL B RIP RAP — I _ _j EST 4 TONS 11SY GEOTEXTILE SEEDETAIL AI RIP CLRAP 1 BANKS ONLY DETAIL 'B' PIPE OUTLET CHANNEL ( Not to Scale) tural amend F��G�v 2.�To �iround eP d Geotextile Length = 10.OFt. CHANNEL BED g (Variable) d= 1.OFt. Est. = 4 Tons CI B Rip -Rap, 11 SY Geotextile FOR R1W PLAN, SEE SHEET NO. 213-1 FOR -L- PROFILE, SEE SHEET NO. 12 STA. 31 + 18 -L- Rt DDE=3 CY A. - ERVIN R. CECIL BOBBY LEE CECIL TRUST BOBBY CECIL ERVIN CECIL 7 {$SE8 ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 50, 0' 50, «__ 100, 150, GRAPHIC SCALE (SR 130O NC610) FAIRFIELD RD. 6800 8100 500 5100 500 6600 5800 7000 500 800 500 1000 2 018 ADT 2040 ADT 2500 2500 (SR 4012) ALDRIDGE RD. —L— NC 62 (LIBERTY RD) 10700 13600 cn z 0 w w 91 03 C C 0 0 I -C In 0- I w I E L Q 03 C9 C 3 i 0 i C E C O C I o' w w i i T 03CT, Qa N I � �z mw &Q� CV OQ CV i Q_0 CV T wC_) C az a� c�z V PROJEC U EF601N8CE NO. SHEET NO. BUFFER DRAWING S� \ `� / \ \ \ \ ' \ \ 1 I ' 1 1 I I / ARIA �� I \ \ 1 IIIII \ \ \ \ ems~ s J \ ( 1 \ r \ \ \ 1 I \` �� / I 1 1 I I SHEET 3 OF 13 R/w SHEET No. HRISTIN T. SM I, / z 1 \\\ l i �/ /� /�� `' ` \ I ( ' RT , Rif — I I I I I I I/ l l DRIVEWAYS FOR ROADWAY DESIGN HYDRAULICS I I \ / I I III 1 \ \ \ \ \ \ l \ I I \ 1 I ' ' ENGINEER ENGINEER J J � 1\ I / 1 ( / I ) ) \ I f FOR RESIDENTIAL AND 24 MIN. WIDTH FOR COMMERCIAL \ o o \ I \� J I / / I / / I 1 \ I I I \ \\ I I WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. I\_ \ \✓ses\ \ I I I J / / / \ I I ) \ \ \ \ \ I I ` 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH Q \ 1 I 1 / I / / \ ( \ 1 \ I )/ I ,I I I 1 \ \p I I� FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; \S4FIN� F�A \D \ \ \\ \1I� // l I I/ / // / \ I ( \ I / I I I III/ (; �� \ \ _ OTHERWISE MATCH EXISTING. 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WIDTH / , F r� /� � ` \ \ \ ` _ FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL / I I ,I \ 1 ��' / I �/ v I \ \ _ —0£8_ \ �, ROADWAY DESIGN HYDRAULICS I I I � � -� � ^ ENGINEER ENGINEER WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. i I ( I 11 4 \ I I 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH \ 1 \ / 1 I I I(\ ° FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; ) / ( //� I I� I� \�\ % /1 r I L — / I OTHERWISE MATCH EXISTING. I 1 I \ ///I I I� m J Il\,' / , / / I\ �7 l/ \ m 1, � � \ \ L coy �� 0 �� Ib / /�T o BUFFER DRAWINGC3 \ - '/CIA SHEET 5 OF 13 ALLOWABLE IMPACTS ZONE 1 \ \ / / l l \\ / l (\ \ \ / / J / j / //// 0�JQ J Z DOCUMENT NOT CONSIDERED FINAL m� \� `\ / /,// �� mow\ / l \ �— L, \ / / /// �'� / I ce UNLESS ALL SIGNATURES COMPLETED \ CLIFTON\H. LAMD \ �/ �// o �zII �� 1 1 \ \ 1 / // �/// —' — P I°�f/j X ALLOWABLE IMPACTS ZONE 2 FR`4Q E. M8,REDITH REVOCABLE TRUS`� % / �_ a \\\\\\ J�ANE` A. MEREDITH, REVOCABLE TRUST 50' 0' 50' 100' 150' GRAPHIC SCALE �� RAMEY KEMP ASSOCIATEF )) / / / Gam, /// ,' 5808 Faringdon Place / // r ,' / / J�� 00 I i ' NC License No. C-0910 //�Raleigh, North Carolina 27609 y p 5 % / / / — /" '' /' / Phone: 919-872-5115 www.rame kem com AIf�I.\ I // / \ // / / — � -. l�T' /i/ / l II GgA O DRAIN / /Te 80( 53/Z �0 / / /s54 4v r�� o / �+ \\ / �I///////// / ///// %6 1 %r o ��f5�j l %l/ / ,, � �� / / \ � I I III I I I / / / / / // / / / � / /�,,,, ; ,% sto.�0+59.50 A-, : ��i<«c--,�� I�� --,Q \\ \II II \\I / // �/ '/ ' // / / �j ��- _9' = 0 220' LEFT�URN�LAN� •\\\\' \�i J� % � �PP� / / t--/ / RAMP DOWN // / — _ _ ,o ,1 — / /�� / / / AI N I I lyG // / /' — — / / / / / i/� / // / I I I ♦ \\ _ _ __��— / / / I, [3EGI S — 42' \ / ON SIDEWALK IN 1Q / A 0 / — — _ _ a` 8 E — _10' / / �// , // / XIS G J — 7 I� 145 KFL- % P H D RinnF O O (, _f C B cn W W )711'y7j % / / SBC ISLAND D N- ^ �p \� N J V) 6" C&G C-B R =7.5' o `� ♦ LIBERTY RD 1CbVE EXIST. 2G1 C —p I f \ 11 ` `� f04 I r I NC �� 1 LU / w - MONO CflN G — — — \ \ _ i 2�6 C& NC \5� U, —C13 — - �� J ` — -- — - — Z W _ B 2' 6" C& Z— —— -- = -- — — w — — N O cR^5.0 = CE3_ PR�OP_GR'Z — — — — �,— 4 MOD EXPRESSWAY ' / % / // / / - J DEWALOK�N 10' `n �////e�/ � �/ 'eo—� ' '� R=6 _ — ---—_845-- °' 15 SPIV iI� /// / / // / / / / / / ��/ / _ ' — — w — F + ✓ '% 0,5ER K 10' 35�LEFT TWRt� LANE _ N =848- — — 12 _ 1 'DI R _ 68� —�— REMOVE AND- `/!— -Mc Ot[T1// j > � � 4 \ m ,- - - _ Cr—�t€IS= —� _ - _825 \� \\\\ r_ 4 �&� — / /%/ // l/ / \ �(✓ / // \ / // /�� r / // %�/ icy RE D E A b REPLACE — — — —_ -820= ��\ \\ \ 7. 76 -- I S LAN F �-- / '� \ \ / / / / / / / / /� \ u y \� O OLIT IC CONC. , PE—� —� \ \ EX. / /4 /�—,----=L�ST/2�/////�/r/� / /� y"// / "/ f�l /P/ //J -- GR / I ANUS FROM L J— _ _ / // //' e / / // IA.57 0.91 TO _ 5\ / / / j / / / f / / / / /�� / �E-L-\ST14;59 19.32 / O — —t5-- — \ _c�.a .�r'� � \ � III I 1 � � — � — — //// / / / / T�.L�� , O =----EST15�oNs R 1 / 1I �-- -- _8,0-30 SGOTEILE\ CL B / O IE\ / I /D O Y5SGEVTEXT c •-// //, / . Woot�s l ll Illl l l ml I �P0— / ERD C ' / / // / / \�°" / � / � /� //i/ //i ///m �s �\ > ��1 \ 5 \ l \ I (III I\ / / / / �� / // // /— _ \� 1 Woo I I _ / I ER�YsT`RE�If IIII (IIII I / /—RP-B— S � 1. / S P I T A L Y) II / / �/// ///�/ / e , //y \T\DB\ 18\A- PG — -- 1— 85 ti% -P 19 � I i / /'�// � IIII IIIIIIII'.I73000 g f — 90100 — 4 \� \ SEE DETA \ ,� \�\\\ SPECIAL LAT \ „ D(T \ 1 \�— \ \\\\ STA 4A 851 \� \ \ — I / L4 o - + 5400 3400 \\\\ \\ \\\\\��ems. .� �� \ \ ) I I I I I IIII Illl I r l l / m� / / /ice // �0✓ / / / / / / / ,/ ///ii / \ 3 600 —L— NC 62 �R A\ �I I I llll I I < \ / // / // DE AIL ' '� /� �o` // /ti 6100 ky \\\_�yIyIIIIIII / / "/ //// \ (LIBERTY RD) \ \PP/ stt9\\ � 2B\\\�S\\��%� s� tQ 1+26.18 Pl ale 169 \ \ .L�II 11 �I W5 / /Prs LATE L 'V' DITCH/�,' \\ \ Not to Scale)/ / EXISTING SIGNAL \ � 13 \�s\ �0.0 � 4 � T) l it l ICI i/ 158:6 f`��y / / ,. ,� b Fill / 11300 10500 ?', `�' , Ft Slope ^� 12600 1500 2700 \ \L _ ��\\��\\\ \ T\ 3 �� -� l� \ I as\ 1/ I I NI I \� �� / / l y , / " . ` �r' // 11200 \\ \\\ \ \\\\\ \ �e —1 S I I l \ / / / / d Ne \ / / —� 2' �, III (IIIIIIII )� 6 ? / / / _// \/ / / �0 / l / / \ �/ /j ®PAVEMENT REMOVAL 1800 2 900 R — 2,864.79 \ 11 IIII \ \ R — 2,l �( 0 I \ / / / //\ I >I / �Geotextifx /a2m� tie/ — \ \ m \\ II \ v \ I III ICI I I L / ' y �q ti \ / m Min. D = 2.0 Ft. / e = 0.03 \III (IIIIIlll\\\\I I \ 1 \ _ —T�o i ��hi�'e Is . , m / / /e" /e / j bn�ti�n t� exist. / �\ // / Max. d=2.0 Ft. // FOR R/W PLAN, SEE SHEET NO.213 \ I I �� I1/ll llll l� \ Runoff = 126 IIII III IIIIIIII I I I I 1 I / �� I \ l \ ��\ ` l ll� l 1 11 l�0'\ / / / ///��/ / / / \ / CL B �P RAP- / / b- �'- / / / 11 FOR —L— PROFILE, SEE SHEET NO. 13 FROM S�. 43+85 'f0 ,STA. 45+75 -L- Rt %/l // / \/ / / / /E3T X0� DO29aSY CYOTEXTILE FOR —RPA— PROFILE, SEE SHEET NO. 17 FOR —RPB— PROFILE, SEE SHEET NO. 17 2018 ADT 68400 2040 ADT 85100 V) z O ILI w CO C is 03 s In 0- i E i 0- 03 c9 3 10 i 0 / 10 C a) E C 0 > C C1 w / In 0 i T CO &E] ACV I m :�C�D z mLij � (\j OQ CV i O_0 CV T az a� C�z v O O O O + O H W N W J N W tW Z J Q 0 o- RE \ L. FRANKLIN FOX \ GLADYS S. FOX 33 \ C3 oe \� O PINE GROVE BAPT'IT C URCH \ / \/> O NOTES: 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH OR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL ITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH FO RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; OT ERWISE MATCH EXISTING. Nl�l TIMOTHY J. HUFFMAN DETAIL 'A' DETAIL 'I' BRENDA S.HUFFMAN SPECIAL BACK OF CURB CUT DITC STANDARD 'V'DITCH (NOT TO SCALE) ( Not to Scale) NATURAL Natural Natural SEE DET I \ Q� /44 • h�� GROUND Ground 3• 1 Ground SPECIAL H ]J''STA 13 + 5 -Y8- t \ ��Q o \ o RETAIN �' — — — — d D CL B RIP RAP - EST 1 TON 5SY GEOTE ILE SEE DETAIL 'K' SPECIAL BACK F CURB CUT DITC STA 70 + 00 / -70 + 72 -L- Lt 's � C -v- SEE DETA L' SPECIAL &AL 'V' DITC STA 16 + 00-16 + 50 F I s -Y8- Rt \ DUE I LIAM L. CORN BERT E. SIKES INDA SIKES C 1 CL B RIP RAP EST 2 TONS 7SY GEOTEXTIL a 70+00 �' r WOODS C P' 3 15" RCP-IV7 BRUSH CB F ARPOR I"Q � c Ll IC S24o I LILA PHAM I RODNEY E.OTWELL 9 -00, 15" RCP -IV cR 15" RCP -IV EXISTING R/W I EI d FROM -L-STA. 72 + 25 TO STA. 72 + 74 RT EST. 18 TON, 52 SY GEOTEXTILE DDE = 7 CY D ETAI L W SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) NATURAL _ GROUND Type of Line = CL B Rip -Rap Max. d=1 Ft. FROM - STA. 70 + 00 TO STA. 70 + 72 LT EST. 26 TON, 76SY GEOTEXTILE 6 5 � � 0 \ � _ ,\ z CD t II CD a I I �-n , —A II II 3 q 1CONC I I I I o I ISFD I I Geotextile Min. D=1.0 Ft. Max. d =1.0 Ft. <c, o esT OAe� MA S. OTWELL FROM -L- STA. 72+00 TO STA. 77+70 LT Type of Liner= CL B Rip -Rap FROM -Y8- STA. 16 + 50 TO STA. 16 + 74 LT 041 j------_-- S11 GR ET/-___ O IS DETAIL 'F' SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) NATURAL GROUND— — — — — — — K FROM -L- STA. 73 + 50 TO STA. 77 + 36 RT m' 36 DETAIL 'J' C/ GUIL-RAND FIRE SPECIAL BACK OF CURB CUT DITCH PROTECTIVE ASSOC. INC. (NOT TO SCALE) NATURAL / CON DITCH OUT AT _� GROUND IN T 15+50 -Y8- Lt------- rk•1 - ``\`\ EIP d \ Geotextile 75+00 Type of Liner= CL B Rip -Rap Max. d=1 Ft. FROM -L- STA. 72 + 74 TO STA. 73 + 50 RT P \� _ w0 �S EST. 27 TON, 80SY ZEOTEXTILE o� SEE DETAIL 'L' o BRUSH -� SPECIAL LATERAL 'V' DITCH w STA 14 + 50-15 + 90 -Y8- Lt o 16 //' �\ 4 / C ' HILLTOP HOLDING III LLC C CL B RIP RAP REMOVE DI'S & 12"/15" RCP EST 5 TONS 14SY GEOTEXTILECL , / SEE DETAIL ACK OF EST2 RIP TONSP CURB CUT 7SY GEOTEXTILE / STA 16+50- DUE �lb/' SEE DETAIL 'A' i I 16+74 -Y8- Lt pUE— ' /' STA 72+00-77+70 SPECIAL BACK OF CURB CUT DITCH t DUE .' Ic E pUE E c ; PUE 7— — --- _---- �w, REMOVE I CMP (V O � � STANDARD V' D CH ' LS�FD2 IOW O STA 72+2 4 -L- Rt I I ISBKD STA +50-77+36 -L- Rt S TO W/BASEMENT X { ISBKD \ 7SY GEOT XTILE w OW 17 I I LT' WD I � O--A/G J ` �`A/G • TRIAD PROPERTIES OF I WD DK K I \ OIL IIOIL 20 3 W HIGH POINT LLC \ \`� BK / \ 36"CONC W TANK I BK I TANK z � ' WD RAMP// / �BASEMEN0 \° 19 �F CL I RIP RAP ACCES / SEE DETAIL EST 11 TONS 18- \ L— TOE PROTEC ON N 22SY GEOTEXTILE \ • STA 69+80 - ` Rt �` \ CLAUDIA SH / 20 TO STA 11+50 Y9- Rt SEE DETAIL fl COLTRANE O MARTHA Y. SNYDER \ ` ` 'H' • � 15�� STD. 3' BASE DITCH DEBRA COLTRANE \ STA 72+21 -L- Rt HELSABECK, & CLARENCE W. DM BA RRY HELSABECK R WOODS III \ — GRID E. WOODS W/LT \1 \ \ c' EIP b A' SEE DETAIL 'F' SPECIAL BACK OF CURB CUT DITCH STA 11 + 50-19 + 00 -Y9- Rt — 15" RCP -IV 161\ 0400I I j I POND Lu - I� S S 10• ll' 14.0" W 4A I � 15" RCP -IV LILA�PHAM C 1 � + � G .OQ 50' 0' 50' 100' 15 0' �— ST A . `7 ALLOWABLE IMPACTS ZONE 1 MA-fCHLINE Y !' GRAPHIC SCALE SEE SHEET 11 ALLOWABLE IMPACTS ZONE 2 * PROPOSED SIGNAL BUFFER DRAWING SHEET 6 OF 13 DETAIL 'L' SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural Fill Ground ?.�\p� Slope D Min. D=1 Ft. FROM -Y8- STA. 14 + 50 TO STA. 15 + 90 LT FROM -Y8- STA. 16 + 00 TO STA. 16 + 50 RT DETAIL 'C' SPECIAL CUT DITCH ( Not to Scale) Front of Ditch Natural Slope Ground ? D F\o Min. D=1 Ft. FROM -Y8- STA. 13 + 50 TO STA. 14 + 75 RT WOODS 15" RCP DI /' I EIP 12"IHCP I REMOVE HOME Iftk DI BST\ REPLACE WITH 131 i I \ - 15" RCP -IV lir I I I I I I ISFD ISFD I �2-SEPTIC \ TANKS OW rr- 30"CONC W �� O LT �2"CND MTL KIM TRAN GATE AARON T.OLLIS G IS FOR M PLAN, SEE SHEET NO. 213-5 FOR -L- PROFILE, SEE SHEET NO. 14 FOR -Y8- PROFILE, SEE SHEET NO. 19 FOR -Y9- PROFILE, SEE SHEET NO. 20 El PROJECT REFERENCE NO. U-6018 RiW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 8 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED RAMEY KEMP ASSOCIATEF 5808 Faringdon Place NC License No. C-0910 Raleigh, North Carolina 27609 www.rameykemp.com Phone: 919-872-5115 D ETAI L STANDARD 3' BASE DITCH ( Not to Scale) Natural Natural Ground 2� �.1 Ground D Min. D= 2.OFt. B B= 3.OFt. �� STA. 72 + 21 -L- Rt DDE = 29 CY D. H. GRIFFIN SR. Y. OF. ARCHD.ALE..(1,L1)- �;-,S,�XISTING`R/W f� \ ITY OF AfCHDALE (OUT) 12" RCP — — 12" CMP 12" CMP a NC 62 25.5' BST b CDTO CLIMAX - in ti \ BST ® 12"DI I BL-20 EXISTING R W EIP l OR �, BRUSH I I I I I W TERRY R. NALL I I ISFD I I I JAMES A. SMITH `----�� MTL _j O STEPS \ W (CLOSED) Q I G S S. EN 400 SR 4066 400 MODLIN GROVE RD. -L- NC 62 300 100 (LIBERTY RD) 300 100 9100 7500 9600 7900 1700 300 1900 400 2018 ADT 2000 -Y9- SR 1162 2040 ADT 2300 REALIGNED WEANT RD V) z O N w w C3 -01 o 1 U I I �I i 1�1 E 1 QI I I CO I� I I a, l c I0 i ICI c a� E C 0 > C cn w o- i In i 03CT, (CV z Mw &C� L,r,,Q CV OQ CV i o_0 CV T =k a z (D c�z � PROJECT REFERENCE NO. SHEET NO. BUFFER DRAWING U_6018 8 — / ANKLIN FOX 3 RAW SHEET NO. GLADYS & FO)��Q' ///// / a� O \ , \ \ \11 ,- / / I ` I I \ \yes/ // S II' IIIrl ('OF ROADWAY DESIGN HYDRAULICS J ` /` — f 1 //OS /,� / �`3 \ \ / / ✓� NOTES• // / / \ 11 \ �I ENGINEER ENGINEER I r h/ i / a // \ J I \ /tee �� / �� 1. CbRIV WAY FOR SH�UL�Ef� SE�TI�NS�� E 16 MIDI. W1aT�i� � � J \� PINE GR�11/� BAF�I T �JRCH r // / / / �0— — / O/R RE IDENTIAL �ND 24 MIN.\WI TF�iFOR COMMER�CIA )/ / �/ \� TH 5 IN. RADIM OtHEI�WISE MA�T� --EXISTING. 1 /� 1 I m 1 / . — / n\\ / /. / , g _ l r �2\ RhV )V �Y/S� FORT C&b tECTIQ�NS" I E 16\MIN. WID I III \ \ \ \ — FO ��S-OEINTMI\ AND[ 24'-M0,-WeH FOR 09M RQAL; — — — / ✓d I I I \ \ I OT RWJS;MATCH E�WrN-s, \ > 1 TIMOTHY J. HUFFMAN DETAIL BRENDA S. HUFFMAN SPKIAL/B�OF CURB q\y DITC / / J n (NOT TO SCALE) N ATURAL T / GIAL U DITCH ROUND STA 13 75 i(8- t / IRETAI N / I / — /� 4111 35 `\/ CL B RIP R P \ /lo-e\ „cow /� DNEY OTWELL�� G� ESTI 1 TgPJ 1 / \ h��' / \ / / �� 41RCIA S. OTWELL4— FROM-L-�A�7�+00 TKO\ SETA. 77+7� LT' \ DETAIL 'L' \ ✓ SPECIAL LATERAL 'V' DIT jl-✓ I I I I I \ N \ Not to Scale) co UNLESS NOT CONSIDERED FINAL Natural \ 1 et Fill \ \ 10 — ^ Ground ?.� D Slope , J UNLESS ALL SIGNATURES COMPLETED � \ \ Min. D=1 Ft.00 / \ — 5S G OTE ILE \ FROM -Y STA. 16E� $Q T A. 16+ 4 L - ~� fc \ \ �. 6 \ p / / / �// ��/ FROM -L TA. 72 �5--T STA. 72 + � �RQM -Y8- STA. 14 + 50 O\ �STA�15 +5}0 �T 7 �� ' l / ��Q r / / /r ^ D AI L ' F' \ / \ \ EST. 181 TON, 52 SY GEOTBXTtLE \ „ FR01�1 J(8� STA. 16 + 00/ TO STA. 1�+ 50/ Rll� / / Lh _ — — \ / so \ , \ �� \ \ N � ( J — f \ DDE 7 Cv — _— \ \ ETAI� 'C'- — ) — \ RAMEY KEMP ASSOCIATE �, % SPECIAL BACK OF CURB CLTT DITCH �j' ( C TO SCALE) I 1 www.rame kemp.com �ETAA__ — 5808 Faringdon Place 82m_\�� -�- / \ \ ^ SPEC L CUT DTT�H \ Raleigh, North Carolina 27s09 y N 5 ti NC License No. C-0910 _� _ ` S SP IAL BACK OF CURB CUT DITCH \ \ •��y�to Sale) ( \ ` Phone: 919-872-5115 — — — — 9"(�0 \ \ \ / / _� GROUND ` 1 \ (NOT TO SCALE) \ \ \\ I ` J `e'0\/ \ t Fron/ \m c \ _ NATI �s �tAL — D tch / 1 ET _ \ — — _ GROUND _ / / tural A'\e< 3m�pe \ i �� s1 \ \ —� / 1/ �Gr and ET �' / O' ,'+ J� /s a \ k\ n / \ �- �\ ?'� _ \ ^\ n1. �=1 F� _ DETAIL SEE DETAIL 'Kt / \ �a Q= K \ ^ e2s� STANDARD 3' BASE DITCH �PE IAL B iC /\ /� 3 �� Qp\ \ \ J� / FROM -L- ST . /7'3 + 5Qa2TQze Sl�. %7 + 3,6, RT y, \ ( Not to Scale) \ \ \ GLI 8 CUU DITC // �/ ,'�� m \ I \ \ ` \ L — j % �" Ge extile I / ROM -Y4- STA. 13 + 50'TO STA. 14 + 75 RT11 70+�00 /� // / I ��\ a� \ \ — i \ 36 \ \ I Sze— DETAIL '.I' l / Tyke of Llne = CL B Rip tap �� 1R�Ix. d=1 Ft. \ / \ \ ` mom Ground / / (* 70 + 72 /1- Lt � � /� / I / \ I ^ // 1 ��1- ` — Bas \�' ?7/ p 1 L� `Ground \ \ / C v //// /` C/X j\ � � COIL -RAND FIRE r �i5 ' —SPECIAL BACK Of -CUR, dt IT DITCH- G FRGM STA. 70+00 TO STA. 70+�2 LT \ \ f ✓ /\ / m� �70TE�TIVE�ASSOC. INCH �S� \ — T \ALA EST. �OI� �% GEOTFaCTICE \ _ \ \ \ �� " @G � � � � � °� � — -� � \ — — � Min. D= �2.OFt. g � \ I NN DITCH O -T,,AT \ \ ^ / GROUND: _ \ \ \ \I / \\ 6= 3.oFtle3a / \ /�� IN CET 13.+ 50 -Y8- Lt 1 \ \ \ — J 7, — = — / \ \ \ STA. 72 + 21 -L- Rt / 1 80+00 \ \ l \ DDE = 29 CY / SSE C�ETA L' `� / � — d SIPECI L\ILy4 ER,�L �I z I / 3 \ \ \ �E121 / $ A 1f C+ 0�-16 + 0 / \ \ \ r — \ — �eotextile l J \ J `I (� / v I b� , ,_ / 75 +00 — — — Type of Liner= CL B - Rap -h$- fit ` I �)--'�- —_--- \ — _ — DfJE / \ _ _ ' �, — \ \ \ / — FRO -L- STA. 7 +74 TO' SFA�+50 RT i I I Il I �/ P _� - �S EST. 27 TO ,-)$OSY ZEOTI XTILE LIA L C RN I I Ius� o SH — — SEE DET,�FL 'L' / — / x / \ \� , I T I J �J ER E� S KES / a o BR — �PE�IAL LATERAL Val � — ` — —820_ — — x / J I \ ! \ \ / I s / I I O / _ .� — — — — STA 1�+5Q-\+92)`�8- Lt� 16 D IK S f — — _ — f \ \ I I/I // / / C • I �I HILLT-OP/HOLDING III �� I 117 / \\ m/ ,/ \—/ OC1�� B `ZIPI RAP �/ / / / C / `\ \ / / \ / m ,/ x, / / \ I I �, Z / / / / \ 1 f I✓ \ E5T 2 TONS / _—\ 7CD Y �Eq E IL a o z — — es, ` \ \ \ '� / ` I % ►' I I �/ / / CL B RIP RAP — �MOV"I'S & f2i';" CP I �/ / / / / / / J 36, / t1 60 l / EST 5 TONS / / / ,/ /CO�Nc�} lW0 DS I II IW l % 14SY GEOTEX34LE� I / SEE DET91L=A'/ CL B &IP RAP / / /1 / 1 I // ,' / / / I I I \ /� o l� \ I / 1 \ ` a C ACK OF _,,,,-E-SP'2 TONS � � / I � / / / / / / /� \ / � I i i A 0 / I / I o R l(r / RB CUT — 7, Y GEOTEXTILE — / /��/ /"m I / i i 1 \ \ Q. H. GRIFFIN SR. J �S_ wooDs J 0 � / I C _STA 16+50- — — �� — — i I % �/4�/ / SEE DETAIL 'A' I I ti\ —� I I \ \ \ I I V 1 � 74- --Y8= Lt— — 815- / / SPECIAL BACK OF CURB CUT DITCH 8 l 0 ISTI I o / I I I — ~ — — — � PUE I \ / / // / / STA/ 72+00-77+70 -L- Lt I i�i o I / I I \ / / — / DUE / �, / / I 1 „ R I I �,\ CH 'DUE E �- OJ J�BRUSH P M �E R I \ < — /� — ) — — ' — DUE — C I I PUE , <\� �\ \1 /I� — Po / P 19 cR \\ 15" RF,IV // / (` 5 — <- — r� L \/�\ \�— / \ 15"/RCP-IV EXISTING R/W Ir \� / `/ —�--� �`�s- Y. OF. ARCHDQLE..( R/W _ _ _ --___— MISTING W �` ----_---- ---- —,5- ----- — / -- _ t — — __ � I --_ -- �-- —= � 15" RCP —�C'1�1�--� AL -(-0-LLT)12�C•P` — \ �_ — REMCMP — — — — -sze— 12" CMS — 12" \ OVE N o L o �s — o S J TO CLIMAX c J (n �_ — ! _ REM Yk DI'S & 12'A 5 RAP_ / — / � j o NC 62 25.5' BST o = - .� / I yam. /_ 825- - _ LLI IP /s ECEC -,5- / — i "RCP 2`R 2 DI �1 I EIP \ / 12' Cf� _ \� ——825_\��BST — �� ..DI _ -B �2$ W N , � rl'5" RCP-1 / ExlsrrN R/w E � � 15" EIP 15' � EIP � I -� ' Z — \ </ — e - < < < — STO / I I BST / \ �� I �x�s� N�tA' CHIP BRLJ i — r 1 _ — — — — — —� — C F REMOVE ,HC i DI J 1 f \ — \ \ —1 �R— \.� 5. J / REPLAC� WITH ze\ I / / -7- �\ C l / //\ I I �\ J PUE u 6 15"iRCP-IV p I , �DRI RA�j SEE ETAPL 'J' I 1 — —� P 3�UE II i ( I I I \ — _ I \ — TER1�Y RrR1l�I�L ES 2 ONS( SPE IAL BACK OFF — 1 1 \ \ �6 SON ] X/ � 9.NC_STEPJ I I I r \ ISFD 1 j 1 BK n BL Vlfliz@' Z I SYI GE TE TIL � CUB CULT DIT H 1 1 — \ �C PUE I I I I I 1 I 4 \ F\ X \ \ a L B R4P RA 1 1 / S DE /% m ISFD ISFD I J I 1 �+ `\ `EE 1 Al\ ~ I \ '� TANKS I �JAMES A. SMITH ti 2-SEPTI / is8\ / S E ET,�I S 72 +� 74-7 + 50 -L-LRt 1/ 0 5 / /_ /l ^ I SP of CURB 6U ITCH { L B T JJ AP 1 \ I \ / / — \ WOODS AI�D V' D H r l 1 / fSBKD\ \ STA +50-77+36 -L- Rt \ O S OW / ➢ \ ST 2+12 4 -L-/Rt r 11 ISBKD \ I / I` \ 7 YI PWT XTILE / �tl I I I \ J / MTL�� J \ I \\ \ \ \ I IU�I O I I i—W/B�5�MEINT a � / 30"GONG I I \/ 2 = r J l t 1 W U17 I I I I I I — \ I I / I L T _ W I — -S-T EP- � 0— A/ N, I _ /G I I O \T I N W( LOSED) v J WD DK I ~— I % \ �� L \ \ I \ \ \ \ \ TF�1 D P OPE�tTIES 0� 1 \ 0 �IL p6 • u \ ° \ \�� 'y� I W TANK I �/ I TANK ` \ CND ITL HIGH POINT \LLC \ `� �� ,' �3 cb�c O / \ �2' i[t F�A�of� / �� BASEMENT \ J \ ATE / AARRON T. OLLIS1 \ ` \ / KIM TTR N G 'C-I R� AccEs `� SEE DETAIL � 1 ON \8- / / O L� — \ \ ` \ I� / / � ��\v / TOE PROTEC t� X N \ \ \ \ 22$ G TE ILE \ I STA 69+80 - Rt\ \ \ ` `� e \ \ \\ \ ° \ \ �LAUDIA SH O-►dIARTHA_Y��SNIY R — \ — \ mN 39 ARP R dJ I TO STA 11 +50 Y9� Rt \ ��` \ \ s \ SEE ET,�IL 'H' \ �OLTRANE, / — /\ _ \ 20 O r I o / 1 \ \ \ \ TD. 3' BAS�DIT� \ DEBRA� COLTRANE / — — { \ i /j( / < \ \\\ 72�21 -� Rt�mN� \ HELSAI3 CK, & / / / / J `— CLARENCE W. DAVIS —1 ,Sze �� I �" ND I O \ \ RRY HEL A RPOR a I I ERRY WOODS III\\ c �J1� _„3= \ \ _ — \ �2 SIGRID E. WOODS \\\\ \�'� X \/LT \ \_ \1 / / _ \ �L�\ /� \ / \ / ` , \ \ 7 DI �� X\ �eZ �— / �� 4 \ I / I `SEE DETAIL F w° \ \ \ \ \ \ \ \ \ - � \ \ / / \-- SPECIAL BACK \ Il� OF CURB CUT DITCH L IN A 1P H A STA 11 + 50-19 + 00 -Y9- RtEIP V_ 15" RCP-IV- 1 \ POND \ �f� \ \ \\ \ \ \ / / / / �/ \ \ \\ \ \\ —r\ �\ �� / / // / f /\ w 4 \ \ \ \ \ \ \ / / \/ \ — — \ �� \ / e"� / /\> / �/ \400 01 4QN G RD. \\\ N• .. \ // \\ �� \ \ �� j /—/ — \ \� �� --\'—,_— ��/ j/ �/ =L�- IyE/62 ��0' 0� 1 \ I l II I S /0 // /4.0 W \\ \� / \ �\ \ — — \ �� \ --��— / �/ // LIBF�RTY R �—'00 �10� \ \ I I 4A i 15" RCP -IV\\ \//j b \\ —\\ �\�/ �✓ �� \\\ \\\ \\\ \\\ \\ \�\ P / // // 1 %/ ^ /CBI j7500 900 I LIL1� HA \ �` I 50' 0' 50' Ao / 15 0' \ \ / �/ / r �600/ ALLOWABLE IMPACTS ZONE 1 \ s .13+75.00 \ �/ \� / I � -STA �� , -- ��' / I/ 170 , � MATCHLINE Y9 11 GRAPHIC SCALE 80 FOB \ LA , SEE SHEET NO.2B-5 SEE SHEET \\\\\\ ALLOWABLE IMPACTS ZONE 2 \\ �FQR -L1 PROFI11E�SEE SHEET-N . 14 — PROPaSED SIGNAL ,FOR Y8-, PkO-FILE, SEt' SHEET NO. �- 198 FOR -Y9- PROFILE, SEE SHEET NO. 20 —Y — R 1 2040 ADT 2300 WEANT RD V) z 0 ILI w fV 04 J W U O J W m 0 W 0 0 Q fV J W U z O J O m r N 0 W I— tn Z) a fV 0 M W oe 0 ae PROJECT REFERENCE NO. SHEET NO. _ BUFFER DRAWING U-6018 9 � NOTES: \ \ \ \ � / � � � / � _---�- � --------- _— - P � ' -�- � 7- -� \ i — -'� i 1------------------� �--- — — �� i ��_ _ _ — / � �. � RiVd SHEET NO. 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16 MIN. WIDTHS — — — --- FOR RESIDENTIAL AND 24 MIN. WIDTH FOR COMMERCIAL / o L rl t r ROADWAY DESIGN HYDRAULICS Ln - \ ENGINEER ENGINEER WITH 5 MIN. RADII; OTHERWISE MATCH EXISTING. / \ ,V - `�\ \ \ \ / ✓ / 4-/ , 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH I \'`, -�_, \ \ / ,y i / /m„ems i 0 1 I / — Jr / w FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMM CAL / �� Jam, \ \ i / / — \ — / ; \I I / l EXISTIN�F�IVATE R�W� I I �I _ —� l_ OTHERWISE IV1AT H EXISTI�JC. / / / / �� / I t 1 �, \ l / - �� ,. 1 / ' 1 \ I I �' I / ROGER C. NANCE •� -- 'III \ — — I / / / / / !/ / I \. I I / f. / \ 13 I , I r _ _ 2�D II I I II MEMO NC - -I I I / WALL PHLLIS P. NANCE LL LL \Lu N= I I\ I I I 1 D T ILI'C'I I I I / \ // 1 �/ I�� / I I / I; \�,� II I I LUN 1 \ I \ \ \ \ \ SkE6 L T RALI 'V' DITCH I \ I ( Not to\\Scale, \ \ \ J\ I / C / I • � I I \ U cr� I a \ 1 \ \ \ \ \ \ \ \ \ 1 \ \ \ J ` / / / \ (\ / i o \ I i / \ \ a L� I II I a `� DOCUMENT NOT CONSIDERED FINAL of t I Fron`I \ \ \ — / 1 1 / \ � \ I / / / ( I I I J �' � -� � a — / � � � � \ 04 o o � I I o b _ \ UNLESS ALL SIGNATURES COMPLETED \d� I w \Ditch \ \ / / / (\I 51pe \ \ \ \ \ \\ 15'GR r I I I I 1 \ \ \ \ \ \ \I in. �_\2\OFt\ ✓ \ \ M I \ N 1 \ \F*O�A IS�Iq. �4 - 0 �O\T31\+ 00 �\ \ _\ \ e Q_ III I o \ \ I r \ 70 01I RAMEY KEMP ASSOCIATE, \83 s — — — — ^ \ IY \ l III II z 5808 Faringdon Place NC License No. C 0910 \ ETAIL `D \ \ \ \ �\ �� \ �� I III \ YJ I \ \ i x / Raleigh, North Carolina vjvjw Lu — Phone: 919-872-5115 1 01 Q I InI E I nI I II I� I i I CI 3 i ICI C I cn o' w In i 00 a, ACV I � Z Mw &Iz Inr\ Q CV OQ CV i o_0 CV T I=Ql az a� c�z V \ \ \e \ \ \ \ \ \ S ND D BLS DFTCH — \ / I Ii I e \ SPECIAL LATERAL 'V' IT�k` \ \ \ C — / — ^ r - - I- _ _ _ _ _ LJ_ _ I III l \ \ \ \ • \ \ \ \ \ to Sca�) \ \ \ ` — — ( Not to Scale) \ ` \ / r 3 7 1 \\\\\ \ \ atural \ \ \ Ntaurl�� J / \, �'�� _—�Bz2—II� \ \ / 835- 35- \ \ A Groun — \ — _ \ \ \ J / \ " \a3 L-------k--- --- I \ \ ° \ \ \ \ \ — — — / / ✓ — EMMA J. COX I �� - �11 — \0Ds I / Fil� —835- \ � � / / �-- J \ \ \ \ \ \ \ \ \ \ ro nd \ l Slope ---'—� -.� —' �-'- �` BZ �Ilv�-- - .\ AMERICAN TOWE S INCH 00 \ \ hei8 ism 6.0 \ B - -2 OFt. \ \ \ \\ \ \ ` / _ _ _ _ _ _ e2e�\�\\�\\ �� \ — �� \ ~Min. D\�.OF��\BI �� — B \ IRE AI a3 I -IN CONDUIT - l �✓ 82 \ \ \ \ \ 35' / \\\ s, -7 __ —_i J/ / \ s� \ OM SSA. 5 + 88 TO STA\17 +\50 -1�3RE Rt J / — J / —� e � � ��`j I % -CI� Y OF \\ \ \ \ \ ` \ L \�// �� BRUSH — — ARCHDAL \ \\ \ \ �SfiA.�8+�6 �(31�E� �Rt \ ` \ FROM STA 17',50 TO 'T + \ YSREV-`Lt \ \ / \ — ✓i� S1 _ _ / �6 0 I OCJTj \\ \ \1 \ EST 6\TS, 1osY_�EC\TEXT�\ \ q. \ i / ,- — — r �� /I / CITY F ARC —DALE DD \ \ L E �N) SST, 6�2�� REV�Rt\f_ ��--�� SST � TO 8S1�3G�`O1;EXT4L�� DDE� vn\ \ \ \ \ \ \ \\ \ a�� —��-W-F83a � / / \ � l /2 R- I" l\� I <— — / , 13L 2 III I� \ CLRAN DITCH OUT AT IN�T � /LBD PRO RrTIg �i7B= FI=WFl2 \ / o a� a S_T�H ", ALLI I \ \ \ / / I' % I III o cv � OF EC�XIST. 18" RCP TL & OU1�E� J J � � � I = I OF EXIsT, 8 S — I wF3 I \\ \ oz OVE 24" / I Io I� \ / / / Q LL l / I / / E DQ'VL I I o °� \ \ \ \\\\\ \—/ � / -ST(aA I / / r\ TA 15ECIAL 88T 7+50,Y3REV- R / DITCHI II PUE IA�� /1 I 1 l ,�8 l Y_ HEF C to.l7f / aY III I " o SE'f� DTAIL \ \ \ \ \� / f / %� / I r �2.67 a / II N / l 1 \\ \\ STD 2'BASE DITCH \ \ \ �\' I / I � i I \ \ I \ W/CL - qP RAP �\ \ \ \ \ \ sza� -STA z b + �4-Y3�EV- Rt \ \ \ \ / ✓ / �\ I / / / / J / J J J / / / 1 I \ / '� T lSTA 2I8 + 00 -Y3 qV- Rt \ \ f � )i l I I I (,/(\l /� , l f J r �- \ S\ / , \ \ e` I \ \ \ \ \ \ \ \� �2Si C /g20/ r / / / �� I I % ( v — , \ \ \ . 6=5VA )\\ //// l \ I I / / I I \ / �r I► I III \\�SIIA 25 OC� \vvoa\ \\ \ �\ \\ \, — �� I J e2� �\ — 'Il= I J Ski � I 3 � 2 I/+ l I I I I _ II�� \\ � A �j / / / / I / woo I ( I I I w & ISBw II I III \ �\ \ \ \ \ \ \ M sN,A;L od E— ti \ \ \ \ _ / �� s E�VE_A. ORE / ) / \\ \ SK3 / / // �/ I 1= l E \\ \ \ \ \\ \ `- / � / I 1%' -\ R,E / I ( / / I / / ` I \ W \ /c\ \ \ / / bT . / e�\\\ \ � \ _ � 1_—� � ; ��,/ �1 �l I / I i l l / � f l I 0 �II — \ SEE DETAIL ER \ AL/ "V DITCH STA 17SPECIAL OT 21 100 -Y REV- LIt / I e \ R /WOGS / / J / I / I �o o / CREST 21 1- sK� / \ \� $rr 1 s � / ` j � / l I / 48 II STA 18 + 89. I I a I l L 00 \ \ \ \ \ i �c / / ti / r / / I R fts li ELEV 843.99 \ L z \ ^' / / / — \ e \ \ \ \; �� — �'� l� / / / % _f / I / I / / f/ I 11 / II I ~ I I FARMERS & MERCHANTS BANK s ITY\0 CHDALE (OUT),/ $ iti �� / /I r /I �/ �x L /� l EI \� \ /�, o rn -� P EI/��T / a \ / J \ I► I \ — \ I rn W R G NEADI V• _ L13-"W_RA J�� SW85 �� _ --J — SBw �L / \ �j U rn < �/ OSY GAD \ 2 \� \ \� — — rn Jim _ _ Lu C / \ — �'� — ;�` j / / 1 \ \ � EV , I / / F / / aJ= z CD U \I I I z \ \ I\ 00 ' '/ \GRA\ TO D"N s 88 / l l r \ \ / + I00 tr —�- ---T—_ —_ — R m T I LL �J w000s_J o �� \ �� ( / / / I f e / I I /. // /� /I I co >' I-__j L_ /�/\PUE / / I / _528� � � E bUE — PUE — — PUE / / / J \ OODs / / D E e L�fU E — / J ) / — C�LIFTON H. LAMD /FRED E. MEREDITH_RE-V-0"C LSE TRUST 5�' ( \ 5 \ / / �1 \ / DI E-,�. ER DITH REVOCABLE TRUST / Ilk 100' \ 150' SEE DETAIL/"C' r —_ / \� _ / \ \ \ \ \ \ / / / i/ I v J SP -IALCUT DITCH ` _ \ \ ` / / / /7 / / / I � � I /� / \ \ � � \ \ \ \ \ c�`��' / // /� / j I I �-' I / GRAPJ�iC SC �I E � �. / / / A 24+50-31+- 0�Y3RE - Lt' \� �— I I \ _ / // \ '�\ �_sze \ \ / \ / / r—� �aa \✓ \ I �L ) \ \ \ \\ \\ \ / �� /III � f1 / / / a� \� I \ \ ti� ALOWARLE IMPACTS ZONE 1 1 ALLOWABLE )IMPAQ'�1 ?NN 2 o+o \ 1 1 \�� /� / \_�'�., ''� /ice / , ��// / �z � \ \ �� //ii/i��/// i�'� ,�,%/ j 04m-� off �—�✓/ I \ I Z� \�31 \ \\ \ < \ l� I � ( x 1 /�t�G / i ; �� / / / / i / PAVEMENT REMO)(AL <� /� _I 1///- / %_/ii iij �� ii%� �e\r / _, ram\ OI2�R1W� PLAN„�E SH T NO.2B-6 FOR -Y3- PROFILE, SEE SHEET NO. 16 .'% 11*4 &ft. to z 0 w w 91 0- 03 c m s Q E i Q i 03 c 3 i / c a0 E c 0 c cn D' w w 03 CT' / Qa N Lnz (n w &n- Lnr\ Q Q� CV OQ CV i o_0 CV T n az a� NOTES: 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; OTHERWISE MATCH EXISTING. DETAIL 'B' PIPE OUTLET CHANNEL ( Not to Scale) ��e _ NNaatural N oun ��Mi,�z .�o � mound f gP d Geotextile LenLength = 10.0Ft. CHANNEL BED j (Variable) d= 1.0Ft. Est. = 4 Tons CI B Rip -Rap, 11 SY Geotextile DETAIL 'S' STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?•� D �•� Ground d Geotextile B Min. D= 2.OFt. Max. d = 1.0Ft. B= VARIABLE, 3 Ft.-6 Ft. Type of Liner= CL I Rip —Rap STA. 15 + 00 -Y9- Lt DETAIL 'G' TOE PROTECTION ( Not to Scale) OA ,et F� Natural r A o`\S�0 Ground b d F �'� d= 1.OFt. b= 5.OFt. Geotextile Type of Liner= CL B Rip —Rap CHLINE Y9 _ STA• 13 + 7 5.00 MATSHEE$ SEE TsW Type of Liner= CL B Rip —Rap Max. d = 1 Ft. 124A I 5'. PHAM TB JB \ FROM STA. 14 + 00 -RAB2- Rt FROM STA. 24 + 13 TO STA. 25 + 97 -Y9- Lt / DETAIL 'J' SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) _NATURAL GROUND------- ?? A Geotextile STA. 18+22 -Y6- Lt EST. 99 TON, 195SY GEOTEXTILE TO STA. 2 4 + 2 7 -Y9- Rt EST. 65 TON, 193 SY GEOTEXTILE CB. w/MH DDE=3 CY DDE = 77 CY EST 63 TONS CHLINE S� 50 p0 � P• ENE /� EEC 7 3 23 MATC H L I N E —Y6— .� GNP SEE SN c Sta i + STA. 15 + 00.00 Mp` ,Y5- P SEE SHEET 7 NAN SOON JON, TRUSTEE FOR THE BENEFIT. I I I IC n� 223SY GEOTEXTILE IV�"�T 66 W _ X w \ 4 + 50.00 SEE SHEET 7�Rc o -coin 0" RCP- STA. Q J w C�1 F Y7_ STA• 1 N - — —' — U c� w 0 I -o —30 z a O G. I X�X J am 0 L' 0- � = U ONo0,8� 0 25 ��N J N0 �0 X ly m � I -< z IE M. CODY m o 4 Nc o RUFUS F. LAW �o �� — I J ID B. CODY \ o LL' B PRANCES C. LAWS {� � o I -I- �I l a � N �- PH T. C Y Y WD o \ \ OF JON JIBUM JON AND II CD . o X J J f \\\ MONICA SUE-JUNG JON I I I I I I O FROM STA. 15+00 TO STA. 18+50 -Y9- Lt L_X—X�X Q z o DETAIL 'A' WIUj Z y v I z w o S TAIL 'F' a� I I SPECIAL BACK OF CURB CUT DITCH �� 0 2 ECIAL BACK OF A I I (NOT TO SCALE) x I I W NATURAL w �Y n STA CURB lC 50 UT DITCH x GROUND \ r a 19 + 00 -Y9- Rt o \ 1 I I I n I I ?7 Q1 -- IT / \ WILLIA . CORN I t IC KIMBERL Y J. COX W R o \ THATBOTHERSME LLC 0 FROM STA. 20+50 TO STA. 23+00 -Y9- Rt A ICA \ Y7- POT X(D CL ;to. 16+42.05 F \ a , \ \ � � � '��• I I -I WILLIAM L. CORN i � ' / °�' s \ o \ I s� ��''� w INS KIMBERLY J. COX p� 1 THATBOTHERSME LLC \ d6 C��RGP SEE DETAIL 'F' Q w \ s I 2/ SPECI BACK OF Lu \\ -b y� I I I I \ d02i CU DITCH p \ a \ 48"CONC ST 1 + 5 19+00 -Y9- Rt yip REMOVE 18" RCP \ REPLACE W/24" RCP -IV )b db 5 \ d REMVE FES '� �g I ism BASEME / \ k F ACCESS O/ ooa o \\\ 24" RCP -I J,. 5 9 \ \ \+ I S 1 0N00„ 0 J�o z \ I II 3 ''�r_ "� JOEL K. AUMAN A GAZEBO DON L. INGRAM _ \\" a I I O FE I \ �? �� 27 BETTY L.INGRAM / `Pi CC o \-4ei ON a-,\ \\ I �s ECG pTAIL 'B' �t4.+85• SEE DET IL 'A p W/LT 38 0 +� QVE w z I I L R RAP _YFj I SPECIAL ACK RB CUT DITCH +- o v 8 \ a .o o II BAV K� ONLY STA 20 + 0-2 + 50 -Y9- Rt C II I SEE DET�1L 'P' I C CNJ INC mod\ \ + ' 04214 42'4 E .I y : �M� �\\ / TERAL "V„ DIT H I o / WA 2 3 + 00-2 3 5 �9- Rt \ \ + - \\ CL B RIP RAP F St o 9f560 - i rn EST 2 TON z I a 7SY 17 +41.21 / F \\ I I GO o SiE DET 'G' CL TOE OTECT ON WCL B RI P By,W N� w I\ \ I \ 1 00 R T�J 24 2 9- RtJ AR I 15" RCP -IV 2 SgW E 1n�1 CL B RIP RAP ��' �i 40 p�D �' & E EST 2 TONSW W -� ED 7SY GEOTEXTILE \�P DE PDE - -Y5 - P Sto. 16 -N/ 4 -• JI II I I I P P R N / F cGPEU — ti \ III I I 4aA,Ww �oA�ED N / Y5 PT to. 17+23.2 CB 0� z\ I op. GR OCL -1 - Sto. 0+l1.50= -RAB2- P Sto.10 f00.0 = �� -RAB2- P 14+39.82 J CB CND �1N� P „ R C1T 0 ARRHD PLE �D�Z 1 2 m °F JOHN .SHACKELFORD LORRAINE S ACKELFORD -GIDDENS� I CHARLES A.SHACKELFORD n \ o �• �m m 15" RCP-I� � G -Y6 - Sto: l +5/. O= -RAB2- P 12f19.9 - PUE AG 15 RCP -IV 15" RCP -IV F CB � ' _-N"Y_" C \ = B (',RE � E / CB i W GREv _ T�-2 15" RCP -IV 15" RCP -IV 000000 \.j 00000000 CL RIP RAP Oeeg o000000 0 o C 0000 EST 2 TONS 7SY G TEXTILE 29 B PDE - o, SEE DETAIL 'O' SEE DE sya STD. 3' BASE DITCH CLAYTON W. SHACKELFORD HEIRS SPECIAL ACK F Q IL ' '' s� A� STA 24+06 -Y9- Lt REGINA S. MCDOWELL . � -P -q \ I CURB CU DI I ��'�� BZ 2 LYNN S. HARRIS \ B I� STA 24+1 25+9 -Y9- Lt BI \ I -RAB2- POC to. f 0.62 - o,m \ II III I CL B RIP RAP -Y9- StO.25 f7 9 EST 2 TONS I IIII \ I 7SY GEOTEXTILE CL B RIP RAP \ w EST 2 TONS \I III I 15" RCP -IV _ 7SY GEOTEXTILE \ � I I -Y6 to. f8. 0= I III I Ir 25 +00 -Y9 - . 2 42. III I �• X7� / .3w 0 ALLOWABLE IMPACTS ZONE 1 a ,-------- --___j �� ALLOWABLE IMPACTS ZONE 2 I�w -- U U- i II SEE D AIL 'S �I STD BA DITC \ (VARIABLE WIDTH CL I RIP RA I STA 15 + 00 Y9 Lt. III w PROJECT REFERENCE NO. SHEET NO. U-6018 11 RNd SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER I ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Kjt**%,& RAMEY KEMP ASSOCIATEF 5808 Faringdon Place NC License No. C-0910 Raleigh, North Carolina 27609 www.rameykemp.com Phone: 919-872-5115 ce- - - - S' 'I +2 _ .15 _Y9- P o � Z a 0 I SEE DETAIL 'L' SPECIAL LATERAL "V' DITCFT' I STA 15 + 00-18 + 55 -Y9- Lt Al Lu 15 II PERRY WOODS III II SIGRID E. WOODS ' N Z swage Co � Z 28 SEE DETAIL 'L' JERRY FRAZIER jfi�JA606T L "V" DITCH LOIS FRAZIER bOR�t-�00-1 +55 -Y9- Lt UNDEVELOPED STREET FOR FUTURE USE D ETAI L F' SPECIAL BACK OF URB CUT DITCH (NOT TO ALE) NATURAL GROUND — — — FROM STA. 23 + 00 TO STA. 23 + 50 -Y9- Rt FROM STA. 11 + 50 O STA. 19 + 00 -Y9- Rt DDE = 27 CY 2O k0(3 -Y6- SR 1162 2200 EXISTING 2400 WEANT RD. DETAIL '0' STANDARD 3' BASE DITCH ( Not to Scale) Natural Natural Ground 2•� rl•� Ground d D Geotextile B Min. D= 2.01`1. Max. d = 1.OFt. *When B is < 6.0' B= 3.OFt. Type of Liner= CL I Rip —Rap STA. 24 + 06 -Y9- Lt -Ty- JK IIOZ < 00 REALIGNED 0 WEANT RD. 7 e, 2000 2300 -Y6- SR 1162 2018 ADT 42 � EXISTING 2040 ADT 4700 WEANT RD. BUFFER DRAWING SHEET 10 OF 13 m __R___ FOR R/W/ PLAN, SEE SHEET NO. 2B-8 �II I zll FOR -Y5- PROFILE, SEE SHEET NO. 18 FOR -RAB- 2PROFILE, SEE SHEET NO. 18 \ PAVEMENT REMOVAL - FOR Y6- - PROFILE, SEE SHEET NO. 18 FOR Y9- PROFILE, SEE SHEET NO. 20 V) z 0 ILI w 0- C3 C C 0 I I ( I I CI ICI E I �I I I I 00 I� I I CI 3 0 / C IU C 0 C I cn D' w o- i / C3CT' ACV I � I z Mill L,r,,Q CV OQ CV i o_0 CV T I=Ql n C o-� az a� c�z V NOTES: 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; OTHERWISE MATCH EXISTING. CHLINE Y9 _ STA• 13 + 7 5.00 MATSHEE$ SEE TS Type of Liner= CL B Rip -Rap Max. d = 1 Ft. 1I2\4A AM 1 STA. 15 + 00 -Y9- Lt FROM STA. 14 + 00 -RAB2- Rt FROM STA. 24 + 13 TO STA. 25 + 97 -Y9- Lt STA. 18+22 -Y6- Lt EST. 99 TON, 195SY GEOTEXTILE TO STA. 2 4 + 2 7 -Y9- Rt EST. 65 TON, 193 SY GEOTEXTILE / m� �B. DDE=3 CY / D� �7-CY — — EST 63 TONS 'DETAIL-- L`- 223SY GEOTEXTILE MATCHLINE ET 7�D 66"DA _ tO 1 X 5O < A LATE L ' DITCH `� _ •00 SEE SHE � 4 'CO 1C 6� "�, SPCI h V I C 14 + 50 I c� I—' l / S� P• I I( \Scale, i Y7 O1, 3 STA• U N. _ - V _ I U 9t J `Y�E EEC 3 MATCHLINE -Y _ f o< I �'v ON00 ,81 LL 0 _ �C t b STA. 15 + \ \F� — % �� 2S ko a�< / \ %� Natural I p r SEE l `e3 Q •� • ` 0 V . 00 Ground 1 ?.y Slope X — _ m / I q(G I 1 SEE SHEET 7 \ RUFUS F-L �� -_ I o IID W/ II \ AN J� i ,FRANCE� C. LAWS I �I Ile CD I \y�T n ^ co �R�1STE OFF SHE BENEFIT 1 I I / \ 1 O I Min. 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ROADWAY DESIGN ENGINEER SHEET NO. 11 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED RAMEY KEMP ASSOCIATEr 5808 Faringdon Place NC License No. C-0910 Raleigh, North Carolina 27609 www.rameykemp.com Phone: 919-872-5115 \ Y9'� P z CD SEE DETAIL 11, \ \ \\ \ \ \ I S`RECIAL LD `TERA \ "V" T4 \ \ \ \ STA\1 k+ 00-�'1 8\+ 55-Y9-lLt \RR•��tYt�IOi9pS II� \\\ \ \ I �SIGRID,, E\WOY�DS / SWO�e IP \ \ 1 �A`\\I\I IIII I101I DETAIL 'L' � - �JERRYI / L "V" DITCF�/ LOI$/FRAZIER L�r�-tee 55 -Y9-� UNDEVE OPED STREET \ FOR F TURE USEs� I I I \ ETAI L �P' LATERA'� 'V' DIT H � ' ET I F' \ \ \ 1 \ I (Not to Scale) — / y J SPECI�L B,GCK O� �ILRIB ICUlI D`�TgHI NOT TO)ral \ \ 11—f NATU�I4L nd \ �I Fill u\ 2• D 1' Ft. \ Slope \ Min. 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H At R S� - \ Q _ Geotextile � � \ � \ i B �Ma d=�.OFt. 821 to. < b.o' B— = 3.OFt_ CLB RIP RA 1 t . 25 f 9 _ — 1 \ B S — ES>\ 2 TC�N I `\ \ \ TYpe Gn`er= -CL I Rip-RRdp \7SY, GEC�TE TIME I IES R ON I \ \ �� \ 1 \ \ � \ \ \ \ \ \ — STA. 24+06 -Y9- Lt _ J \ \ o \ \ i 1\ 5 C ( 17S� E®TEXTILE I \ % \ \ \ _ \ \ \r \ \ \ — , B2 412f�9.9 11 I II\ \ I r I 1 \ R\ P�IV �\ 0< PUE \ - \ \ \9� S .2 142. \ I I I \I \ / 00 / /WANT _ . / 9 on \ \ \L `� \I 30/0 / \\—�J 20 I / � �Q \ 2,a00,J / 1 -Y6 -SR 1162� 2018 ADT �/ 42 0 EXISTING 2040 ADT 4700 WEANT RD. „ /50' 0' 50' 100, 15 0' A I I II x •y /\ \ \ ` \1 \l\\\\ \ \� /� ALLOWABLE IMPACTS ZONE 1 GRAPHIC SCALE CDI I -� - - _�--� '` �j \\\\\ ALLOWABLE IMPACTS ZONE 2 Ln \I m -_ � __ 5=__ � -1\� \ \ \ \ �\ \ \� FOR PLAN, SEE SHEET . 2B- l/ U J \ O R/W N, S S NO 8 FOR -Y5- PROFILE, SEE SHEET NO. 18 FOR -RA132- PROFILE, SEE SHEET NO. 18 FOR PROFILE, SEE SHEET NO. 18 FOR Y9—PROFILE, SEE SHEET NO. 20 ®PAVEMENT REMOVAL —Y6— — BUFFER DRAWING SHEET 11 OF 13 RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type CROSSING BRIDGE IMPACT ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 -L- 30+68.5 to 31 +70 24in RCP 2238 1693 2 -L- 44+97 to 46+10 36in Pipe Extension 28 1507 3 -Y9- 10+45 to 14+17 Proposed Roadway 6425 10529 4 -Y3Rev- 24+77 to 26+10 18in RCP 2264 4 -Y3Rev- 27+59 to 28+61 18in RCP 2214 1121 5 -Y3Rev- 15+31 to 16+25 Proposed Roadway 1835 560 6 -Y9- 14+63 to 14+99 Std. Base Ditch 1865 1142 7 -Y9- 23+46 to 24+43 36in RCP 10918 6850 8 -Y6- 17+71 to 19+19 24in RCP 1819 925 TOTALS*: 29606 24327 0 0 0 0 0 0 NOTES: Revised 2018 Feb WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS ZONE 1 ZONE 2 SITE NO. STATION (FROM/TO) (ft) (ft) 4-Y3Rev- 15+75 to 15+86 14 1 6 1 -Y9- 23+77 to 24+23 1 1 2992 1 1 (TOTAL: 1 3006 1 0 1 (Revised 2018 Feb NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 04/29/2022 GUILFORD U-6018 47163.1.1 SHEET 13 OF