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Home My WebLink About20190214 Ver 1_I-5986A_Rdy_SEC-3_Full_Early Start_Reduced_20200618 --1c C See Sheet 1-8 For Conventional Symbols ST ��II � �� / STATE STATE PROJECT REFERENCE NO. 5HEET ®TA1 �12 krri '�i:' Ol '17 0II\ i iiii ( r� \� I i/ I NO. SHEETS 'c .� N.C. I-5986A ii_ in i t CU/H ERLq n CO. ._. IIVISJ[ 4N SF HI ( �T\. 1.i S STATE PROJ.NO. F.A.PROJ.NO. DESCRIPTION • . V l END TIP PROJECT 47532.3.2 NHP-0095(057) -5986A - 82 -� ifir ,., l! !_416 4i.._. dr, od. iy.• i"Po . iiif NT �, �►� _fir► C UMBERLA ND COUNTY Sprin: La Slocomb Wig �� a �ri 4, NO , 'IT -,,,, IOW AV , ,, evil& / \C4 * '47, sen at o 9 �" � ``'� 4 j LOCATION: I-95 WIDENING FROM SOUTH OF SR 1832 SailmimmipirMa aA rN Oo ��n ' tA4wotiroyci ROAD- EXIT 5� TO SOUTH OF SR 1811 itii � ► ,III► �►�_�ir � � ON giN- �, (BUD HA WKINS ROAD EXIT 70) 1� 1611P &IF,��wc�a g AV ik tr) ► me , 0 �� Saxe '�.. �BYP _ , rf, � 41411 � �� Km`._ 401 A �..oekPw�, . r95 TYPE OF WORK: GRADING, DRAINAGE, PAVING, LIGHTING, �r �It-Do me •US I BYP 401 i astoaepry � 40, - .�' " Pvirs k p• \ , , it "ict , SIGNING, ITS, CULVERTS & STRUCTURES r . 4 e , ,„ ,,,,,,,,..., lib �� 1 BEGIN TIP PROJECT _ 7 401 �� 401 ''�`�1 + '� I-5986A z W SECTION 3 - PROGRESS PLANS FAYETTEVILLE e��.�� Bps a�a�so�axe ��t4.,m �j,�-�� adk DATE : 0 6 / 01 / 2 0 2 0 ' 401 �,s �` ::� z, C.„) i, ;1 r VICINITY MAP (NTS) -Y5- 295 BEGIN TIP PROJECT I-5986A AIRBORNE & SPECIAL OPERATIONS HIGHWAY -Y7- SECTION 2 SECTION 3 NC 295 - WADE-STEDMAN RD. -LSB- POT STA. 12 + 00.00 -Y14- SR 1815 o,i4 -SR3- DUNN RD. itBEGIN BRIDGE BEGIN CULVERT -Y5- Sta. 76+01 +/- -L- Sta. 354+95.00 END BRIDGE Pli -LNB- POT STA. 12 + 00.00 BAYWOOD RD. US 301 -Y8- Sta. 25+10.55 SR 1831 SECTION 1 SECTION 2 ELVA WALLACE RD. -Y8- gilllit, END BRIDGE PERCY STRICKLAND RD. -Y1SB- BEGIN BRIDGE -Y5- Sta. 77+08 +/- BEGIN BRIDGE END CULVERT 1-95 BUS -Y3- Sta. 19+82.59F, \ it END BRIDGE -Y6- Sta. 21+02.67 -L- Sta. 422+44.10 SR 1813 REESE CREEK -YSLPD- Sta. 26+72.08 BEGIN CULVERT END CULVERT 1 BEGIN BRIDGE -L- Stail k . 304+00.00 -L- Sta. 540+49.91 95 A. BEGIN BRIDGE ■�`+� -Y5LPD- Sta. 24+16.04 95 1 -Y7C- Sta. 13+41.55 23 111111'7 MU RPHY RD. 1. • f(I] �,-�f ��1�1 �..i��1'�'' - - __�7�!%�,_ Jt/.�- � �E444 �,, :� � �� 95 SR 1832 .v��, . ��- KV; �� '� 22 miusli�i1 �1�� _ _-- _-� _ _ ,_Ifir tf C..tya CfA� ':„ 95 fi►,` ==!� �'�' .. '� END CULVERT BE Sta. 422 56R72 �� 100.0004 �' END BRIDGE -L- Sta. 304+30.00 BEGIN CULVERT/ � END CULVERT -L- Sta. 540+41.88-Y6- Sta. 22+92.53 ��,• END BRIDGE _Y4_ -L- Sta. 355+05.00 _ BEGIN BRIDGE -Yl N B- -Y3- Sta. 21+84.59 -YSR JT MATTHEWS RD. -Y8- Sta. 22+91.93 PEMBROKE LANE END BRIDGE 52 I-95 BUS. GOLDSB 5- RD. -Y7C- Sta. 15+19.55 �� SR 1863 US 13 _yb_ -SR5- �o2 SMITHFIELD RD. 1� GORDON WILLIAMS RD. , SR 1005 ti SECTION 2 - >• SECTION 3 _yq_ -Y10- ��P -SR5- POT STA. 103 +58.49 BK= GODWIN-FALCON RD. SHERRILL BAGGETT RD. r,P� -SR5- POT STA. 10+00.00 AH NC 82 SR 1806 -Y21- -Y11- BEGIN BRIDGE LEITHA LN. RHODES POND ROAD M -Y9B- Sta. 13+74.82 END BRIDGE SR 1804 A EX\-ri0 WO -Y10- Sta. 22+83 +/- W / ^ Op,D SR 1 9 5 I Bv� HAV�IK\NS R cz -L- POT Sta. 79 + 78.98 = �� ; : Q 1j tl MIS-�7� ZF � .L � r -LNB- POT Sta. 129 + 28.86 (13' RT) ail------ �1-\�►� L' . �r, �� f�` t�' --_ r!.yam i� ��►5--�� N ImarAt%�� go. ��4!s'� A� END TIP PROJECT I-5986A 6 is) -L- POT Sta. 80 + 40.84 = '.; !�j BEGIN BRIDGE ► -LSB- ST Sta. 130 + 34.61 13' LT) -SR5- 1. -Y11- Sta. 24+07.66 -L- POT STA. 776 + 03 .71 INCOMPLETE PLANS ( GORDON WILLIAMS RD BEGIN BRIDGE END BRIDGE -Y10- Sta. 20+89 +/- END BRIDGE -Y11- Sta. 25+75.66 BEGIN TIP PROJECT 1-5877 DO NOT USE FOR R i W ACQUISITION 0 • 1.N CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. I END BRIDGE BEGIN BRIDGE -L- Sta. 678+94.39 DOCUMENT NOT CONSIDERED FINAL N • 2. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. -Y9B- Sta. 15+48.82 -L- Sta. 676+92.39 -L- POT STA. 776 + 00.00 UNLESS ALL SIGNATURES COMPLETED DESIGN DATA PR O ECT LENGTH PLANS PREPARED BY: HYDRAULICS ,I., C...) GRAPHIC SCALES ,I ENGINEER RUMMEL, KLEPPER & KAHL, LLP 8601 SIX FORKS ROAD, FORUM 1,SUITE 700 Y RK RAL,Iliu NORTH CAR 8) (11 2 761 5-3 960 N O R T H 50 25 0 50 100 ADT 2018 = 56,700 LENGTH ROADWAY TIP PROJECT I-5986A 15.368 MILES NC LICENSE NO. F-0112 OF 0 LOj ADT 2040 = 73,800 LENGTH STRUCTURE TIP PROJECT I-5986A 0.048 MILES FOR NORTH CAROLINA � 4�o K = 55 /o TOTAL LENGTH TIP PROJECT I-5986A 15.416 MILES �� c....; 0-, PLANS D = 7% DEPARTMENT OF TRANSPORTATION P E y * 2018 STANDARD SPECIFICATIONS SIGNATURE: v 0 50 25 0 50 100 T = 18% * ROADWAY rn O ilihni V = 75 MPH NCDOT CONTACT Michael T. Merritt, P.E. liMili PROJECT ENGINEER DESIGN 3_, �4 PROFILE (HORIZONTAL) ��T OF T RPNs< o 010 5 0 10 20 FUNC CLASS: INTERSTATE Karen Capps, P.E. LETTING DATE: Anthony A. Houser, P.E. N OO T ' " * U PROJECT ENGINEER - DESIGN-BUILD UNIT AUGUST 2 0, 2 019 PROJECT DESIGN ENGINEER (TTST 13 /o + DUALS 5 /o) P.E. � 0.� `� PROFILE (VERTICAL) SIGNATURE: / 0- PROJECT REFERENCE NO. SHEET NO. 1-5986A 46 co R'W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 0 �C DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ---------- / / • +00.00 140.00', 160.00 LT S END • • 01113 -L- PC Sto° 563+49.59 T I & • . BE-G ECG -- MCINTYRE JR, DONALD M -L- to°POT 550+00.00 DB 8486 PG 373 +49.59 140.00 LT LO gi PROP. WOVEN WIRE FENCE F. al PROP. WOVEN WIRE FENCEC O A 5 p p A 0 p O T BASE DITCH WOODS SPECIAL CUT BASE DITCH ( No SP. CUT SP. CUT BASE DITCH W C SEE DETAIL F ----- --------------------- C __ --- x x,. X ---------- SEE DETAIL F W ` ` M .59---- WOODS SEE DETAIL F CII1IL - --C EXISTING R/W C �_ X --- — • XUJ W OF18" RCP ti Minlirlilli.111 III 1 S 10'BST _ — �-- �cr W oc N O /-95 SBL 37'BST 1-95 SBt 3/ BST 0 �� - UJ — ep N 1 CO ■ II° T 0.\ 0 11 N - _ - I V �` 0 niTri — — 0 REN(OV 61 ' t 1 I = — —I I I I ---� L A _ ___ _T____L___ T___26T --__L----T--_-L- + - j. — — 1 _ L I I I _ • O Q 26' -- — — — — — — 555+00 - -- -40• %03 -E----z --�- - 560+00 PROP. T—YPE-TF BARRIER O N O mly O IL♦ O�V• — — q5 NBL 3T BST CD 8 c) /-95 NRL 37'RST - _ - - N Q N — — r —' I(/ GREU -j.1.1.1M. MMIMIEQ TL-3 C,T-1 1 I I I 1 1 1 1 1 1 1 1 '-a 8:I V) MEDIAN V DITCH N vi J �� 1vi x SEE DETAIL G > PROP.SIGN — —____ • --- --Y-------------------------- CO C----------_X---- X -- C X —X F X CX----X-7S"�Ow'x�V7r5BV X_--------_- W -x- -x- x---- - -7—----- X X x----X X X X >---x _ 1<_/ X —X X X X X Xn J �— SR 1860 GORDON WILLIAMS RD 20'BST — RETAIN EXISTING C/A FENCE \l \5R 1860 GORDON WILLIAMS RD 20'BST — Z — _ ' 15" RCP/ 15" RCP( LLI F=__ BL 213 �RFTeI _ � _ T IT— RETAIN —� T LXIJI!NU r7w C� J i Q Q i cp Q / N N U 2Imm J Q 0 r- NON—IMPACTED BILLBOARD r a co BILLBOARD —L— STATION 554+50 RT o MILEMARKER 64.4 coJ O F —L— STATION 559+50 RT m MCINTYRE JR, DONALD M o MILEMARKER 64.5 C DB 9491PG 447 D F- PB 134 PG 114 c 124 o WOODS WOODS Q C_0 WOODS WOODS 0- LO H w . w • S 40°40'49" W 1909.69' Cl) z Q w a U w i' -L- a) a) cn P1 Sto 569+27.29 c A = 2° 44' 30°4" (RT 1 0 D = 0° 14' 14.5" L = 1,155°l7' RIC ft ° T = 577.70' EL R = 24560 ,140>00' 8609119)S Six Road,Forum 1,Suite 700 0 SE = NC Raleigh,North Carolina 27615-3960 ,-0,- ALL EXISTING ROW FENCE TO BE DS = 75 MPH NC License No.F-0112 o Engineers I Construction Managers I Planners I Scientists N o REMOVED UNLESS OTHERWISE LABELED. FOR —L— PROFILES SEE SHTS. 127 & 128 ACC q_ www.rkk.com Loco ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. PROJECT REFERENCE NO. SHEET NO. ALL EXISTING ROW FENCE TO BE 1-5986A 47 co REMOVED UNLESS OTHERWISE LABELED. z Rw SHEET NO. w ROADWAY DESIGN HYDRAULICS co ENGINEER ENGINEER co L,:, � a Off\ ti ��P �'PO DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED N 36°05'09" E - 1346.00' __________________ -Y9RPB- ST Sta• /0+00°00 = -L- POT Sta°576+8/.18 (61.0' LT) MCINTYRE JR, DONALD M _________ _________ _________ _________ Ts DB 8486 PG 373 -L- PT Sta. 575+04.77 COIct 4110 \ ALTMAN, DORIS ELLEN LIFE \ DB 7467 PG 694 +04.77 \ 140.00 300' TAPER LLJ \ +10.00 BRAXTON, CLARA GAYLE M W Z �� 14040', 190.00' 7 - `-)B 5036 PG 32 800'ACCELERATION LANE +10.00 -Y9RPB +00.00 +w WW o� / / DUE ,I, \ 1 152.46', 190.00' 100.00 LT CO LAI- u. _ _wee 1 DU --,Li . DU DUE �7 PUE 392 TAN CL I RIP RAP I W .. 41 SY GEO' EXTILE . LA ERAL WRAP BASE DITCH W C Co_ '40 1•�T . SE DETAIL AG �v�•� ��. CO PROP.WOVEN WIRE FENCE LATERAL BASE DITCH \ �,��` �i 2g°3 O O O "... s.4`• N SEE DETAIL D .�� 10,40 O3 TON CL B RIP RA' ---- eA - _' '` `/ ,----- --- �`f �. . �..- •ice`_��Cfl SPECIAL CUT BASE DITCH L_ O8 8 I •' e 114 SEE DETAIL F C �470�j10 SY GEOTEXTILE -- ------- ,_ S > > e ri .. ,gyp I' �� ♦.�: _ _ _ • C ----------- EXISTING R/W ---- op- < L • 00 1 •, „w 1 0/ N S DETAIL X X . , . ♦% BEGIN r ♦,►,f,�,►14,--, p x .mac ., �.• •, ♦i=<� ,r♦` ♦`,.,,<r. ♦ ♦•�� d' x _ • cl��rali FENCE ...ir-.:�-� ♦`��..<�.i.� ._ii llw ilineN II 1. F E S . �b�r�i�.Ia • • trill CO Am o ' ---I- W � � � 11�`11 �LTJ�&-FILL�// «� :I I I I = MUM 1 00 ,: a PLOWABLE FILL ■ W - �n �..� --PL�Jr�R Fu L W/ I I I� ~ -"� Q COMEN c �� ca o 11� - _ �_ - PLOWABLE FILL � EIM l0'BST N �� III (10 O I0 2GIB-WSF 470:ti'' ED elm REMOVE DI - - - REmuV�1 U �� N_ ■ 1 - IB WSF 70 18 RCP REMOVE DI 26' +00y L -IV - 565 L--- ---- - ----L 2£�'WSF 70 15" RCP-IV - - 18 " RCP 2G iil___ i 2GI: �e" ----L---s----z----r----L--- ----z---�-- . PROP.TYPE T BARRIER - - - - - - - 11 �., �� N_ 4_3°34' 3 °6" E Oe®- r' ! ► 3.5'BST 1 -15_ RCP-IV -1 Q N N - - rt _ T----L- 2GI6-WSF �4714� ' 575+00 -2�'-- ' - L,LJ - - 01 - 9 - _ 2GI +".. RC�IV - Z Q - �� c - - / 95 nigh 37'BST REMO)>VEBNI - - J 66" RCS_ rr �� .dam 11) il _ �"' U Q o ' 10.5'BST .... e +50.00 +02.07iii ,_. II N ' MEDIAN V DITCH REPLACE EXISTING FENCEN o0 8/ 'w SEE DETAIL G -L- 568f50.00 107.18' 105.00' O MEDIAN V DITCH PLUG & FILL W/ GREU `/, X X I I X x ' x x - -R-- x- - ___ + r s PROP.WOVEN WIRE FENCE SEE DETAIL G I 30" RCP III TL-3 W Ow �, FLOWABLE FILL -� C W W,uSBW------------ �L7 Ui - - W7N X e G 24" 711 +04.77.00' N 1 . WAS ., sw 1t �� 4710 4G1 J RETAIN EX/STING C/A FENCE C N��r� _ x X x = 709 105.00 1 I _ 'n 8.��i N �o o o o c -X x •�.� . F MEDIEENDETAIL AB CH W �� /5+ llim I- OVE 72 Clv4Rli Xrj! FS 4c,� y�" WW , A L X- W N 4/ 24' 22.0' E 00 - - -„ i , : __ x 15" RCP' '�� 70:► < !, Z -T 1ith7A I - 4iid cc, - u TT - .�;PST' NW ^18" L P1 REMO - r En O _ �f0 ` O EXISTING R/W �_ ��'�i gC4 � -T- - PUE 4.... (8,24. Liu 0) iv. P -----____ ----T� C9 '� M �! IW'71irW Z (,' CC PUE -SR -i-al 50'BLEND ' SPECIAL CUT DITCH ---____-__ ��'_ L� � F W �_ U ; N PUE 2 " R I SEE DETAIL B ---_ ��' �•�/� ' c I- +87.00 +08.00 30 ___ 4 � � "' J LL! To EXIST. ��; . 25.61 45.00 1 ‹ ��-�18„ N 57.00 58.00 M PUE - ---01 SR5 +86.81 �� ;�`T� swo�� PUELATERAL BASE DITCH fi %%�� ----------------- r 1 NON IMPACTED BILLBOARD 124 '; NON-IMPACTED �- PUE SEE DETAIL D .."� "jfd�� F C SPECIAL CUT DITCH C O L STATION 565+00 RT BILLBOARD �! �, .r 0 +65.00 PUE • ,. I RI P RAP . ,� R w . , PUE �•. ,��. Q gall MILEMARKER 64.7 MCINTYRE JR, DONALD M a , -L- STATION DETAIL SEE 91.00 P �276 SY G��•TEXTILE ��-SR5- 07.''T LATERAL BASE DITCH a �, DB 9491 PG 447 W MILEMARKER 64.8 107.00 \ ` 7�.001 ',T �� 1 +87.00 SEE DETAIL D CC PB 134 PG 114 a 108.00 134 +90.00 `� �Y U 7 ' PUE -SR5- PC Stoc_o . 11+29.57 w ; BEGIN CONSTRUCTION 70.00 / IMPACTED DUE ;,� re CO -SRS- POT Sta.l4+OO.00 BRAXTON, CLARA GAYLE M 90.00 /BILLBOARD +oo.00 CO CO a '1 1 -SR5- PCC Sta. l5+86°8/ DB 9209 PG 731 104.00 -L- STATION 62.95 -SR5- S a. l + Q 1 `_'! w BK DB 5036 PG 32 575+00 RT 4 9 1 Q,, MILEMARKER 6 100.00 • I- WOODS �' w /7fr: • WOODS �y • -SR5- PT Sta. 20+07,92 �, ?5•9, WOODS •• z i Q N 41°40'49" E ,�. 34.02' 7 - - . J■ J-- • U W Li) 1418 N 2g,31•g517^ E ip -L- -SR5- -Y9RPB- \ kir . ,1, P/ Sta 569+27°29 PI Sta 13+58.20 PI Sta 17+97.49 Pls Sta 11+33.35 `�N A = 2° 44' 30.4" (RT) A _ l° 20' 36.6" (RT 1 0 = 4° 49' 3/.9" (RT 1 Gs = 2° 36' /5°7" N D = 0° l4' 14.5" D = 0° l7' 37.8" D = l°08' 45.3" Ls = 200.00' N w . • % L = l,155.17' L = 457.24' L = 42/.1l' LT = 133<35' w RKOC T = 577.70' T = 228.63' T = 2/0°68' ST = 66°68' • R = 24,140.00' R = 19,500.00' R = 5,000.00' P:(919)87s 95so ro SE = NC SE = NC SE = NC Q N 29°g� t" E RaleighlXNorth CaroanFa 27615 960e 700 CD 3 DS = 75 MPH DS = 40 MPH DS = 40 MPH No 22 55' 4o�•a�' FOR -Y9R BOFPROFILEE SEETSHT.890 129 8NC License No.F 0112 o MQ N Engineers I Construction Managers I Planners I Scientists \� N- FOR -SR5- PROFILE SEE SHT. 196 www.rkk.com `� 0FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions 0- REVISIONS TRAFFIC DIAGRAM ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. PROJECT REFERENCE NO. SHEET NO. N ADT 2018 GODWIN-FALCON ROAD 1-5986A 48 ADT 2040 I"� 821 ALL EXISTING ROW FENCE TO BE13,0 RAN SHEET NO. ROADWAY DESIGN HYDRAULICS 3,100 REMOVED UNLESS OTHERWISE LABELED. I ENGINEER ENGINEER 600� 3): 1,300 1,000 5561 1-95 1-95 5558800�0 400 500 700 900 11300 2,400 SHEET 77 DOCUMENT NOT CONSIDERED FINAL GODWIN-FALCON ROAD I STA. $}00.00 SEE ' '• ' L. '' / UNLESS ALL SIGNATURES COMPLETED 7 -Y9A- "A-+30.35 G ASS MATCHE_ �Ilq \II�/ .» SPECIAL LATU , T ;, i�� T r GRAPHIC SCALE / /t O I� �� SEE DETAIL C � `r C% Q �� `,LIN i�' 141 1" a' / Y9RPA-+64.99 \�'637- •- t• F.- I • SUrJ U 50 l0U / II G`� 99.93'RT +27.66 CORP r - & WIFE JUANITA W 1 I�1 1 / _ T r • DAWKINS,CHARLES FRANKLIN -Y':-+P t. IG,Yy.:Alw QJ G� ® .'I�J` •_�+ �. <..�` � 1V1 \ = CIO 08 1116 M Q_CINTYRw• DB 10083 PG 228 PLANS +4[2\ A ,. -,v DB Iw6`RG T o I -Y9RPB- PT Slo.23 5/B2= i° -Y '- �� L_ l " -RAB_Y9AB- POC Sto.13+4965 (18, LT� '. ,8 4908 PG Ay'� Ii �� cZPB�'' \=� c \�.��\ `,$` 51.0o QVE �1a � I �/ �`=��"�i�.: • Re ��. F_. _- ��\ ��•� ® 60.00 � �►�►e I \F r J Y•RPA- T 1• l+ 7 2 TON CL a RIP RAP ,�1�� y' ____lALTMAN,DORIS ELLEN LIFE -Y9RPB- PCC Sto.22+8/25 +00.007 SY GEOTEXTIL �c7�',� �e l' i� 4f p. �.`\ :21/4 18.75' \ F LT • _ -- o • +57.66 �� OB T467 PG 694 NE 125.00 l� ��` t�.. i Q \ -_7,... � 1 - �� - kit,. `\\\ � I, 100.00'RT nor +90.00 UE -' iCso /®��F�• rCP-III Wily q % -`-' qTF::• .P`��a* FCM<, \\ti ` `\ .; as.00',zoo.00 P _�', ��.� LF .�� AV �' . • \ �'�� \ J► tip'•+72.50 P B-G \a! \ LATERAL BASE DITCH '�/ / �,J" i 10 'LC�� - ' +33 \� `�® \�. \ Q SEE DETAIL D .. i 0� - i- �j i 1:I1 ��'% Sto,ll+87,97`r:i _ \ ® 1\\ c \ ,E �PY9RPB SC Sto.12+000p +So.00 G\\ �/ �!- ,,, • .. .. / \ \ �_I \ \`of() C �/ /-� .�'� v``. �� ` •• \\� \\ 1 TON CLB RIP RAP C'��\\\ \ \; `• _170.00 /� F� -O A ,A I • w4 S G• IM % \\ 5SY \\\\ \ ` I \� /J \ �,�` 'gyp +17.64 \-/PE .ate �• '� /'�1 / 1 �$ zTyr, \ 8 P \\\ \ ` ` \ cF -Y9RPA- ST Sto.t8+17 64 PUE --��i - f /// I��P' ��'.F �� r�T \\ \� ��\ \�\ yR.ol"\q\\ ��N�iH ~ +oo.00 PUE c --- <� /: �� .[ys. •� r .:\ \\ \ �\ \\\ ti„�r �� o I 140.00',155.00' 40.00',155.00' PUE 1 Oa24 /- a ,•t / y 4014 ri' , \\ 1 \ \ ...... I W 155.0 BRA%TON,CLARA GAYLE M 100.00'LT ,' • gg W 11 �pS / � �I \ _ ± : PUE DB 5036 PG 32 i' `.,a -OW w / I Ir♦.�`✓ ' ,\ \\ \ \\ \\ :6" $' \\ .zio \?\,^ -i, i 26 TON CL RIP RAP �, _ 9" �♦..9 ® ;\ \\ SCO PUE 50 5Y GEOTEXTILE ��♦. \\t �:::-...._ pR,F \ '2•(ti \ +87.53 i ON CL B RI' RAP . A O A LLl PUE - -'� / / �� ji�• s s -. . wooD' �\V \\"10 � aw \ (Cy` -Y9RPA- CS Ste.15+8764 w/RE /� I I��W -!- 1 cam ,00.00'�� - pROP.FENCE w0✓E= ' _�� a/ • / i t��.I� t35 \ \�\ \\ol\ \\ v\\ ` \\ SPECIALCUTDITCH OR�� co /�� CHORD �� i/ I • '\ _\\ .: 1‘) \\ \EE DETAIL B C -�-� SE DITCH RPB' �_ ✓4r- ..: . ` >E.oN \ \ \\ BA 9 i ✓ ✓ 1 0� \\ OEP\ 11111S11 0 INN. - �\ \\ `\ O �N O LA PRAP BASE DITCH - - SPECIAL CUT �\' o \ \ \ PR ID EE DETAIL AG - --- �--- SPEC SEE DETAIL AC a i I �y�- W, p \\ �. \ ZP� QC- • O y _ , rI v . \ \o :.• 5E , ► ± Y9RPA SC Sto.13+30.00 p we665 i?'��j I \ / a 28.5T �4! lF GRADE TO DRAIN I. 0.‘". - ,e�� i ' I �' 11�T ' ��` \� \ �� / 10000 e� 5 4T28'33.TW _ �� 1 /5 Bd• / `, ' ♦ �� y - n\� SPECIAL CUT DITCH �` ` \ DS \ Y9RPA- TS 5ta 11+00 i + -L- POC Sto 59/ 702 = I 1 F -' ' �� :• - -c- SPEC IAL CUT DITCH w000� \ �ES� 1-`-.�C y ------C + A, ,i. _\ p m `'STANDARD E DITCH SEE DETAIL B Alt4 \ SPECIAL CUT BITCH �' SEE DETAIL B __ p,r y \\q SEE DE I \ ` \\ SEE DETAIL B - Y 00 00 LO REU TL-3 a/ _ �` -X�X� _ 7�• ---•••ccc�� - -Y9B-_POTZSta/4+6/.82 _ \ I .\ w00DS �� \::::-.- • .r\ Aru•RD 100.ORT Q ��57� � / /�/ SK AN�iLC= 36 C 65 �� \ \ � �` • ` `� ` \ �`__ F�� \ �a� 1 H miumillir-- ---- ,. •44' 4GI . < // < �. she`�"' / 0,_. SPECIAL CUT BASE DITCH _ \ ` '71� BM, 'S11, \ \ \ O® •. 46�' ®SFo\ \ HMOE �' SPECIALGUTDITCH �\ \ ry \�,{�, C �5 ----,...-- .4 SEE DETAIL F -L- PC Ste.589+20.07 7 TON L: Rl' ,••�� 11�'��u` "AMP.,� \`\ ...7... n SEE DETAIL B - \ �6t 28. LU CO IIIIIIIII� `� REMOVE DI REMOVE DI ,. , ..n \ \ 1�� C • \ �`4�? \_ F _ 1 �` �'. IB'•RLP �'i/i/1I,.I. f� \ C_____---____--- > ' ->. \i`\ \ •� • ___-e_ _ -�_� _ W l _........,..,...,..,..,„.„. \ay1Q/lal itlll ar�n • _,,,,,`� S` CONC Nw 8d REMOVE 10' a \ �� WnnnS II W _i-1i�� e» \ REMOVE DI 18"RCP m`�y(\\\SPECI\DIANTfH �\ -�atlwale mow. , _y� T _ CONC PAVED DITCN \�EE DETAIL G\� __ �I- -- - - - - - _ - - _ _ 1 _L-'L T -B11F� is 2GB-�TJ __ 3_ _- SUN 4 % PLOWABLE F -` _ _ - - _ _ '� G yll • ?T ---L- 3��,� CONC PAID DITLYI -_ - - +vifTf/ _ - - - _ O //- " %L+�F�-- `T'��' iIL•7• 15"RCP-IV - - O MEDIAN BA E D CH C• -�`_-_ � ��\��' �\ ..c,:uayu J1[ p s-c. �_. L CONC PAVED DIT 'MOV'•1 -- - - SEE DETAIL AB ::/ A �� L_ ,y •'€-T X_X X- PROP S/GN �� . \ ,i�„EI= -- MEM ' '''."u - - - - -r n-.i .d. TU'OFTC�ReF-L-i--t_-''__L_ YI i <cTr• �tDG� FlLrwr O aftial W ��a ----- `-` X Tr • \\ \ 2GIB WSF I, ► \ + _ - iS_�0'LT ` �-r-. -tOrL +�//I �Jr ` 4 2 Ti7�� \ < < -O �'�,,.� \ N •_ - ` ±00 - - ♦ REMOVE CB L PT Sto.59.3� 2/.44ININ �� W �_ a�� '^ k �� <- 2GIB WSF 1:111:11:4\ C �r - 7• •.N.,� _ \ < ,.IB-WSF CON ..� v ai __ -W _ ..• _ \X \ \ < 15"CSP 2 ELBOWS r i < v/ ,,,k 2 SPECIAL CUT DITCH 215 -`I\m / '^ --a..,: - ' `�•.'',c \X �\ - SPECIAL CUT BASE DITCH 1. TF Gf:17• Nw / 1� /' \ _ ___ < / vJ SEE DETAIL B _ -�y •:• Wi \ SEE DETAIL F O C \ C --------_ �- // y i U 1_ \'N/ e k � C _-_ -� �\- RED / _ \ r \k'8• �� --- -- C CV 1 r MOVE C 1��'� %/ 2 TON CLB RIP RAP FES 't C �� \ IV A. 8 1\\ \ \\ 14'i SPECIAL CUT BASE DITCH / /_- _ 7 SY GEOTE ILE 4 �- •J ---'' W _�` 01 � �, �� 16 TON CL B RIP RAF---'F SEE DETAIL F C - �_ �� 1 W ©' 1 +41.4: Q M O/ \ \ � 42 SY GEOTEXTILE ` 1 STANDRDDITCH �( o ® „ ✓EDE •J PU 4500'RT _ / .r.. \ \ \ - - '+ \ ' Oo _ -Y9B- PC Sto./5+9536 \ r. �'y�j�i� 1► 0 E PUE O q �4 '1141 A a \ \ \ �44„..� GRADE TO DRAIN Ol \ \'�\\ I��♦•�j•�' /�� t5+/A U +23.00 .. PUE m PP ,F \ \\\ ~� •.. • �� \ ®� r, \�\\A -. OEP ✓��jJ� • '''' 66.00 V �' ' 80.00 �PF m 4/: \\ \\�`,. �•t,`::, \ ... \ \ \� '/ i SPE SEE DET ' -- Q + 66.00 �rPACTED BILLBOAR• `' \ \ l��♦� / �> • BRAXTON,CLA' GAYLE M 80.00 C .. o ✓� � � CIAL CUT�- E D � � � P7+ \ DB 9209 731 L sr-n., 5 0+,0 . `�`/7� �. r�A \ .t a\ \ l.7�'' //'� BK DB 503. PG 32 •� ` P h jC. ,. ♦ \ D GRADE TO DRAIN/y♦ >'� // ' i I> POE '' \ .' \ '''kV \ I� , • ,., SPECIAL CUT DITCH CC N RS-+35.00 A �•k �� C \ \ s V a I I��/f.�- �� • > a PUE 45.00'RT \\ f \ ♦ \ 111101% +90 0 \ \r • �♦�� • / i SEE DETAIL BG y'= GREENWOOD.MARGARET N POE • \ ,_ • ` \ o �• : .. ,, .. . DB 9523 PG 764 E \ h \ �%. - R 1. l+ A 1� \+ I =a i �� ,/ . 4,4 BK OB 4T94 PG 305 \ D` \ �` �\ •��. •��,� GRADE i0 \ ♦ /,1. �\\ \� \ I .. 311,,,LstlE7.�'rI �'' •� � t -SR5- PC Sfe.23+34.42 .�' �� C� \ r7 �/�PB 65 PG II C\ �` \ DITCH / /i(� ET !/ �9�-Y9RPC- POT Ste.lO+OOAO= AGF `\ `k ' �,��/�--,..,4 \ ./,� +�Cr -SRS- PCC Sle.27+4/AS '�• \ 47C��' 4 � ` \\ ) �� 'r / i �: _ 5105Y :RIP CO -L- POT Ste.577+75A0 f6/A RTl \\ ��\ :� �,.R \ �� ,� aW Z• \ . 1,,,,,• �4�•�G� � P \ oilr �. ��40. .� `- •=„M�,�� TfI`, 6 \ 1 \ ',�'��• I -x I�r♦♦ ..� r / /. C •...E SEE LDETAIL CUT DB CH 0 0 -SRS �'°os v .. A '" i�� C�i� �� V A %��G�� z N. -TO-DRAIN- P/Sto 25+38A5 Pi Sto 30+41.72 P/Sto 34+81.80 P/Sto 37+9565 • ` �_ F�c ♦ +22.12 `� ,� \\ , �� I \ \ \.`*., y/�♦♦♦♦.yi // /�� !:y p = 4 29 375'rRTJ p = 35'5T56J'rRTJ p = l63/'09A(LT) p = 32/8 /02 rRT1 p \ '4-; \ Y• e:�.,. �• I \\ • A D = f 06'l43• D = 6/l'389 D = 5'/2 3/3• D = l0 36'372' v,r N. \ /� y 35.00'LT �. `\ k \131� v `,�� % / ` i y11RE • L = 407A6' L = 58064' L = 3/7J5' L = 304.45' ., <140.\ \� � O III/ + EN Ae E R = 5�9000 R = 9�A0 R = IJOOAO R = 540A0 \` �� \ k �- " �•�♦�♦�/ c NC �a ��' SE = NC SE = OA4 SE = OA4 SE = OA4 +95.00 \ �► \ W,. A . a� / pEE e �92.00 \ ?� ' \ 1 TON CLB \ e ,♦♦. \ ry0 a / ?Fe. DS = 40 MPH OS = 40 MPH OS = 40 MPH OS = 40 MPH Am,, \� \c JP 'e r NNE S SY GEOTEXTIL `v .. � • � v / -Y9RPC- CED \ -Y9RPA- MILLS FAMILY PROPERTIES LLC \ J \\ - I '' ® \ '�.'� •/ �I� // 08 7424 PG IBS +22.12 • F . ® / PB 27 PG 48 a5.00': w �\ +54.19 'RAB_ -�POC $t0. I.� ^\> \ ;�\ r' I'�� / TURPIN 92 CLIP TON L \ `� / CB-F DB 2923 PG 481 Pls Ste 12+83.35 PI Ste /4+50.07 Pls Ste /5 7'7827 P/Ste /7+82.84 P/s Sto /2+53.38 P/Ste /4+59J5 Pis S/0 /6+64.35 >is // 8399 LT) w �' a;. / es = 2'36'/57' A = 5"/2'3/.3'(RT) es = 0'39'03.9' A = 2P 34'00A•(RT) es = 4'27'073• A = 9'58'26.8'rRT J Bs = 4.27'07.3' \ 3s.oa LT �. \\ 1 TON CL.: RIP RAP s, ,:� - `"Q,i,,.�I ;/ Ls = 200A0 D = 2 36'l5T Bs = l 29 3/5' D = 5'58 059' Ls = 230A0 D = 3 52 /68• Ls = 230A0 b \ ��Y GE• EXTILE - •: - -• �• �. ,ION CL B RIP RAP \ f' F\ �' �."11�� '4 ' 0 5 SY CL B RIP R �' \P..,LT = /33.35' L = 200.00' Ls = 50.00' L = 361.35' LT = 153.38' L = 257.64' LT = 153.38 \ "-- e rl,� -c l `^!4"' cn Sr = 6668 r = IOOAT LT = 282T r = 18284' Sr = 76.7/' r = 129J5' sr = 76.7Y `� ��' *HI' I;' 4+. "; $��R = 2200.00' ST = 21.73' R = 960.00' R = 1.480.00 \ ��• ,. -RPi- P 1. $NSE = OA7 SE = OA8 SE = OA8 0 \ .� +41.35 CB-F . 1II / ►?c+ -Y9RP0- PT Sit. 25+3867 01 DS = 65 MPH DS = 55 MPH DS = 65 MPH of N 60.00'RT i�_ �, as r '�' l o ) ..e�■ •� \ �o N. CB-F --- .. \o; Y RPD-R 4B_Y9BC- POC 5/0.13+50A9 rlBA LT J SPECIAL CUT BASE DITCH ............ �, -SR5- PRC Sto.33+2 2 _�-'---��• ► r Pls Sto 201-31.43 Pls Sto 22+84.90 PI Sto 25+10.70 Pis Ste 22+7/J3 P/Sto 23+9i.73 N .! ' �- DETAIL F H � �� O99.49 un D_ Bs = 6/6'002' Bs = Kr 56'38.9• A = 4r 40'12.7•(LTJBs = 8.5/'l73' 0 = l3•lT 255•ILTJ +.` ` �� ' - _ � �� ,�� ;, oti�� ' - �`�� -Y9B- PT Sto.20+6378\ ,,.. F \9RPC60.00621 . -� �� -Witia �1- 1.4 ► l°� ! ��"� \ p -RAB_Y9BC- POC Sto.13+36.45 r37A•RTl Ls = 2/OAO Ls = 170A0 D = /2 52 3/6' Ls = 17000 D = lO 25'02.T A&� \\ ;\ .�'�I��`� . �♦'�' LT = 140A9 LT = ll3 55' L = 323.64' LT = 113.48 L = l27 58 N. \ T1 P N r .•'04 7•E c6- ►- �'�' / \ 7�ry -Y9C- POT Sto,lO+OOAO a ST = 70A8' ST = 56.86' T = /6935' ST = 56.80' T = 64A8' N. \ 6-.99 \;-_ /Q �= ��mVA '�") -RAB_Y9BC- POC Sto. R = 445.00' R = 550A0 SPECIA UT DITCH \ .Co* - �� i - II2�� l� �^ �• -- \ �w __ I._ \` �.�`�` \ -- I1+6/22 r37.0'RT! DJ �,� -SR5-+00.00 m s F\ / I,.--A r AEA SE = 0.08 SE = 0A8 SEE D IL a `\ TOIL 7 OS = 40 MPH OS = 40 MPH L \ 10 \ 45.00'LT y n9705 elk I P 1♦_p.- f��,11.4 4 ••-----_ m F \ �`� ` s.00 REa.__., r.l. [{•H,T4 •\ � \C/. / �\ STANDARD BASE DITCH 56W PG 448 `Cf:�S CB-F ` �■ \ O ,, -RAB_Y9AB- -RAB_Y9BC -Y9RPB- \ h �� _ s �_ �� m 0 LL Usi 45 00'RT \ �•� ``` SEE DETAIL I+10.00•"' .^\\ P -`, ®� �••�� - 0 PI Sto Undefined PI Sto Undefined PI Sto Undefined PI Sto Undefined Pls Sto 11+3335 PI Sto 17+5L78 PI Sto 23+/720 \ \� ,►`� `�� 49.76emo 3 CLB RI' ',��'+. cB-G \ A4�� 11x0 FOR -L- PROFILES SEE SHTS. 129 THRU 131 Q p = 180 00 OOA (RT J _ 180 00 OOA (RT J _ l80 00 000(RT I _ 180 00 OOA (AT) Bs = 2 36'15.7• = 28 09 348 (LT J o = 26 57'l56•arJ AG \ ��\ �5Y • OTEXTILE , E" ''�j , \ F �.�P,.� FOR -Y9A- PROFILE SEE SHT. 187 D = l00 3/'08J" D = l00 3/'08J" D = l00 3/'08J D = l00 3/'08J Ls = 200A0 D = 2 36'15.7" D = 38//'499 1 `� \ �� `� `�� C6 1 \ �. C� 0.0. L = 179A7' L = 179.07' L = 09A7' L = 179AT LT = /3335' L = 1.08125' L = 70.57' \ PpE !� �,�� 'l FOR BRIDGE SKETCH FOR -Y9B- PROFILE SEE SHT. 187 w R = Undefined = Undefined = Undefined = 5ndned \ ♦\ - �• 7 : �. ��,�� G ST = 66.68' T = 55/.78' r = 3595' �� ' R = 2200A0 R = 15oA0 ` \ PDvvc-+a5.00,Y � Q►� =� �� SEE SHT. 2A-6 FOR -Y9C- PROFILE SEE SHT. 188 N SE = NC SE = NC SE = NC SE = NC SE = OA7 -SR5- PRC Sto.36+3926 A SPECIAL CUT DITCH \ c o.00 „,,. i GJ ce SEE DETAIL B \ �, 4 DS = 25 MPH DS = 25 MPH DS = 25 MPH DS = 25 MPH DS = 65 MPH F ` �O % �I. E =. • ��`S�� FOR CROSS-SECTION LAYOUT FOR -Y9RPA- PROFILE SEE SHT. 189 N N a72764E ��\ , `� y�• LATERAL DETAILD �.�G SEE SHTS. 2B-1 THRU 2B-3 FOR -Y9RPB- PROFILE SEE SHT. 190 RK '� -Y9B- -Y9RPD- -L- \ \c ��/�x �S +� p. ,tG 'S FOR -Y9RPC- PROFILE SEE SHT. 191 P:(919)878-9560 EL" P/Sto 11+57A1 PI Ste /8+3259 PI Ste /8+49A9 P/Sto 25+0/36 P/Ste 59/+2076 aG ` TRUCK APRON 8601 Six Forks Road,Forum 1,Suite 700 A = /4'S4'3/9 rRTJ A = 22 2/'S62 (LT) A = 32 52 34.4•rLTI A = 29 09 o2J•rLTJ A = o o6'OOA•rLT) F AP �p4)9. FOR -Y9RPD- PROFILE SEE SHT. 192 Raleigh,North Carolina27615-3960 D = 4 46'28.7• D = 4 46'287• D = 2 36'/5.7• 0 = 38/l'499' D = 0 0/'29.7• r- 5I L = 3/225' L = 468.42' L = 126236' L = 7632' L = 40/37 5' • FOR -RAB Y9AB- PROFILE SEE SHT. 188 NC License No.F-0112 - T = /57A/' T = 23723' T = 649A9 T = 39A0 T = 20069 Gj�G,� PAVEMENT REMOVAL Engineers Construction Managers Planners Scientists o R = 120000 R = 1200A0 R = 2200A0 R = 15oA0 R = 230000po FOR -RAB Y9BC- PROFILE SEE SHT. 188 www.rkk.com 0,0 SE = OA3 SE = OA3 SE = OA7 SE = NC DS = 50 MPH DS = 50 MPH OS = 65 MPH OS = 75 MPH FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 FOR -SR5- PROFILE SEE SHTS. 196 & 197 Responsive People I Creative Solutions o- \ PROJECT REFERENCE NO. SHEET NO. 1-5986 49 R'W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 41117 \ �O ��P '.\ \ 0 \"- co DOCUMENT NOT CONSIDERED FINAL \-2, UNLESS ALL SIGNATURES COMPLETED 'LA\ 163 MCINTYRE JR, DONALD M 2 DB 8486 PG 383 D o BK DB 298 PG 255 162 149 MCINTYRE JR, DONALD M DAWKINS, CHARLES FRANKLIN DB 8486 PG 385 S 47° 28' 33.7" W & WIFE JUANITA W BK DB 298 PG 255 DB 10083 PG 228 -Y9RPA- POT Sta. 10+00.00= -L- POT Sta.605+75.00 (61.0' LT) \ . . . • .. -Y9RPA- +00.00 CO79.19' RT 'Q LAT. BASE DITCH \ O SEE DETAIL AE WOODS1.0 C I O O CO P"CC , NCE WOVEN WIRE W ± ± A° W F- - PROP.SIGN � _ / �'o,, - a UJ -- Inlnulr[ilr.■........__ WOODS <"�, W �IIIIIIIIII//L/!%%%%%%IIl �/1////I{1111111!/ °_....e..■ --F -- - ' 11:0y/pply/lMt1/1111!�IIri/17`/1/////1 — EXISTING R/W.._ C -- HW ------------------;0-0 8:1. r TO P N TT -F------ ----- W • ' iir SEE DETAIL H GREU TL-3 1O D S �• � � WOODS � . . . . . . WN 00 • a 8/ ' ,\.,_ `v w .. .i. .i. .i. r - N�� W CO �, 4 NCI. , ■ iimaimium _ _ in. W O - C 1=NI in �\��N. SLUG-&_FILL W/ _ /0'BST — - 1 _ co O - �— WiFLOWABLE _ ■ on �N - - o _ ~ _ 0 O _ - — - — - BST N ~� O ~m O O .---- -�r \\\ RfM VO' Pi WSJ - -— — o pp N� ■ — 30" RCP R-- �490 ? °1 __ «. GI-WSF - 0 LO t—5----L---= L8' —=--L--- ----z REMO E_D®I_ ° —J — — I ,H 111 — � — — — = I = — _ — — — _ _ -L- PAVED DITC 490�- I _ _ _ _ "IC DI �490]) <490$� 6/0+00 N 43° 28' 33.7" E --_T PROP.TYPE T BARRIER s--- Z _z _ L___�____L_ _s____L_ — — I O — --�— o ��\ 2 REMOVE DI 15"RCf-IV 90 6/5+00s--- �6 --��3'~R�P1P 90 r REMOVE 0' �� -—AIW—st . tt —_L Ey o G1 -- O ■ —ce N• 30" R� REMOVE 10'�- Q — — � PLUG & FILL W/��T — - — 18" RCP �� N - —WPLOWABLE — - _ _ _ �i/-4 NBL 37'BST • N — - N. ` - _ PLUG & FILL W/' � V ___ Q /� _ V♦ _ N 10 BST Vt�IFt@WA�L ;` In —Y9RPD- o 0 �- � N r F No* I W 28.57' SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH • Z - %.I.• (TYP) SEE DETMLO1S SEE DETAIL AC • WOODS WOODS _ '-" _ N �. . W . . . �- J 1— ExiS7uv� T►— `- T_ J -- 'i Z s'-`O r > > > > �'� . > > > > > > woo > > SPECIAL CUT BASE DITCH > > _---- T CL I RIP RAP -- --------- SEE DETAIL AC �490 -----------------------C---- - C J ---------------- U — ---------------- ------ 10 SY GEOT XT L _ _ _ - PROP.FENCE WOVEN WIRE 0 C SPECIAL CUT BA' DIT 2 TON CL B RIP RAP +00.00 , � "' SEE DETAIL 90 -Y9RPD- +0: Its A , Q _ ..-I A 89.00' LT 7 SY GEO/TEXTIL€ _ 150.00' RT �_ �i I ± \-. +moo 0-1 �, 100.00' LT .� �,� 800'ACCELERATION LANE APER I 2 0 71- ) 15 6 -Y9RPD- SC Sta. 12+00.00 / ± I �' TURPIN JR, CLIFTON _`ter DB 292 P cc -Y9RPD- ST Sta. 10+00.00= -L- POT Sta.608+89.30 (6/.0' RT) _____:„.....:<. . . • - • 413) „,A Lo 00 ALLEN, BEULAH M w DB 2454 PG 13 ma`s�° 162 = PB 38 PG 6 w MCINTYRE JR, DONALD M DB 8486 PG 385 \ \ BK DB 298 PG 255 z Q n_ w cn kr -Y9RPD- o_ Pls Sta 11+33.35 P/ Sta 18+49.09 6s = 2° 36' /5.7" A = 32 52' 34.4 (LT) L Ls = 200.00' D = 2° 36' /5.7" Eri_ \ LT = 133.35' L = 1,262.36' _, ST = 66.68' T = 649.09' RKodt FOR CROSS—SECTION LAYOUT DB 3462 PG 223 P:(919)878-9560 SE = 0.07 PB 35 PG 63 SEE SHTS. 2 B-1 THRU 28-38601 Six Forks DS = 65 MPH Raleigh,North Carolina 27615 960 700 ci_ FOR —L— PROFILES SEE SHTS. 131 & 132 ro 0 3 NC License No.F 0112 N-0,- ALL EXISTING ROW FENCE TO BE O r0 ] �, cq REMOVED UNLESS OTHERWISE LABELED. FOR —Y9RPA— PROFILE SEE SHT. 189 Engineers Construction Managers Planners Scientists � FOR —Y9RPD— PROFILE SEE SHT. 192 www.rkk.com �� ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. /� \ FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions S 22\� 22,�t,gq� PROJECT REFERENCE NO. SHEET NO. �� s o. �g • �' Soq l-5986A 50 co 'Js RAW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER T \------ c Ort1Q,/,\\ " Q DOCUMENT NOT CONSIDERED FINAL N' .. DOCUMENT ALL SIGNATURES COMPLETED \ -z, 003g � 2 20g at 0 167 N MCLEAN, MARY 163 D y DB 2461 PG 753 2 ZZo28 29a E �s MCINTYRE JR, DONALD M 2 DB 8486 PG 383 N 0 a5, so • BK DB 298 PG 255 / �s t� 164 30 o / `� z \ • •�"' • WOODS • O• u W 23` RAMSEY, GLORIA MCEACHIN ,.0 "�� DB 7719 PG 253 N •165 WOODS V .+'-- +00.00 ` - yP6 120 PG 200 �� IMPACTED BILLBOARD • . . 140.00' LT ± 11. —L— S TION 627+00 �L • ARVIEUX, KATHRYN POPELO MILE RKER 65.8 • • • O �� OVEN WIRE FENCE ± `� „ 1 J, `� & Im DBBAND 8908 GO 4IS C . . . • . C • W W A O ± O 1 " ) ii ' O • O O W �i S 2 g�9a, WSPECIAL LAT. BASE DITCH 3 TON CL B RIP RAP # ±N, I SPECIAL LAT. V DITCH =---------- SY GEOTEXTILE EXISTING R/W BM 512 5011>SEE DETAIL C 10SEE DETAIL A �, C ---------- C —�� F `i y HW WOODS _-_. . WOODS ------- -- ---- iiiiiiiiiiiilrr/////r•/nlrrm/rrrrr F r/ ru u/J1u1/Jrr1111r1/r/1r1uu1J/1:1/Jri Iu11r.a•r111uurr1ismolommeero liir - - - — _ ---- (/j /rrrrrrrrlMrrrrrrr/rr/%%%%%%�a.Ow1 %..M%%ge~II•MA0%%%%//11%%%%01/%%N111111%1/111114/1r1//1111r1//1rr/111//UMO //111/////1/1111/r//1111 /r 9 W N SPECIAL CUT DITCH F �500�j , O - - --- SPECIAL SEE DETAIL B Q� �� CUT DITCH W G o TOE PROTECTION F 6�� `M SEE DETAIL H �F� - - SEE DETAIL B N�� W F REMOVE JB �� n REMOVE JB co-1 0 o — o _ I C N �'BSi� • N z ,,z PLUG & FILL W/ — m� O• 1 �i p n —+1, PLUG & FILL W/ c ~— REMOVE 10' — W/FLOWABLE SBA 37'IJST — —� — - O N <0/i ��O _ I� W/FLOWABLE N Q 2GI WSF �m o` " 2GI-WSF 36" RCP _ 2GI-WSF 625+00 2GIA-WSF Bch cam• <4904) 15" RCP-IV I 15" RCP-IV <500�` - I I <5009> - - 15" RCP-IV <5001� DI I ICE 0" RCP MOVE O 15" RCP-IV 15" RCP-IV 03O 2OOWSF 1 �_ r _ --f620+00 15 RCP-IV �00� _ -_ • CD 2GI0 WSF RCP-IV o 26 ^ —y '2GI-WSF REMOVE DI 15" RCP-IV =----I- ---�+,� 3-3 E=----T----=- --z '•7 PROP.TYPE T BARRIER M 2GI-WSF- REMOVE DI 15" RCP-IV 00> 26' W • cNi �1 �♦ — - _ _ -� T REMOVE 10' - — - 2GI-WSF o QI-95 tieL 37'Bsr �r-30" RCP - _ _ a o ' -o PLUG & FILL W/ m �i. y 02 W/FLOWABLE II NJ I N p _ _ TOE PROTECTION_ Wry _ram- SPECIAL CUT BASE DITCH . . n1 E DE . . . . . . . . . - SE TAIL H iiir ,iir /11//11/.r11///1r///I/I//II. /III 11111111I1111II1i/rrrll/rrMII�r//II//// ifi111rr1111rr111r/rlrr► Ir11r�n/ rr�rrr►r'/Inr�r�rnir�i/r1/111r._ — SPECIAL CUT BASE DITCH • 42: SEES IL AC SEE DETAIL AC r �� - . ' Z Z ---� I --------- --- ----- — ' ---- 'TIN 04 iW,lf�, __ IPAro oODS WW /ISBW c ------------ ' > — C ��rrWr�� woods ��%�/�////. >, C J c I �� ------------- I- �_.. a ---------------------------------- �38 TON CL I RIP RAP I 0 O _ Q _ r o O ------ SPECIALSEE DETAIL AD ITCH \ 00$, O e 1 �, 1 78 SY GEOTEXTILE 0 -y PROP.WOVEN WIRE FENCE A O / e \ \ rn / `�` 0 0 /. SEE LCUT DITCH Q ±� - 00 TAPER �1-0 000 RT / SP. LAT. V DI DETAIL B � � �C -wig- � // SEE DE A 9lM— i ±j / i Ci Cn 163 I 166 ARVIEUX, KATHRYN POPE c \ MCINTYRE JR, DONALD M & HUSBAND LOUIS C DB 8486 PG 383 DB 8908 PG 41 BK DB 298 PG 255 n CO D L cP_ova Q 162 cc cc MCINTYRE JR, DONALD M '. DB 8486 PG 385 a a � BK DB 298 PG 255 `A co Cr i LLI LLJ \ \ �� oo Cn �`9 F2 Q 'P co I Erl_ \ _, / RKK P:(919)878-9560 8601 Six Forks R Raleigh,North Carolina700 27615 960 CD -c\i IDALL EXISTING ROW FENCE TO BE / NC License No.F 0112 o Engineers 1 Construction Managers I Planners I Scientists N o i) REMOVED UNLESS OTHERWISE LABELED. FOR —L— PROFILES SEE SHTS. 132 & 133 ACC i www.rkk.com �� ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. / FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions 0- \ ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. PROJECT REFERENCE NO. SHEET NO. 0- \---- \coALL EXISTING ROW FENCE TO BE 1-5986A 5/ ENGINEER REMOVED UNLESS OTHERWISE LABELED. RAW SHEET NO. -Y21- POT Sto. 10+00.00 ROADWAY DESIGN HYDRAULICS \ ENGINEER p ,R . 471., \ o • \ \\ RAMSEY, GLORIA McEACHIN (N.21 a DB 7719 PG 253 Q \ \ ®� PB 120 PG 200 2 DOCUMENT NOT CONSIDERED FINAL 6°.°' (V UNLESS ALL SIGNATURES COMPLETED \ `r O :\,,, _ \ 0 \\-g NON \-- --\k' I\‘‘:9'' ?-\\k\- - -----0 --\-s? , -• �� _ \ # -Y21- PC Sto. 12+09.82 \\ \ \ # \ Act. X \ 6,soi o \c \ \' o m } `P � 168 �, e� Z \ v� / SOIL - BEGIN CONSTRUCTION BAGGETT JR, TALMAGE S 169 c,� � 8_-- MARY B RICE & DEBRA B MOORE / -Y21- Sto.13+55.00 BAGGETT JR, TALMAGE S # '� \ { • DB 2522 PG 513 MARY B RICE & DEBRA B MOORE ) -% O p -Y21- +55.00 y o�� 29.60', 50.00' LT BEGIN GRADE DB 2522 PG 513 0 o -Y2/- POC Sto.14+05.00 �/ 0 vs v0 s� ,-\ -Y21- PCC Sto. 14+30.20 I a\'- 'o �o'�`SO- �1�'S° os °s F * Y/ «' • N << so c : © LO p 167 +30.20 +02.00 I MCLEAN, MARY C 50.00' LT 90.00', 100.00' DB 2461 PG 753 ��\ -Y2/- PT o. 7+45.64 4Ill +83.00 +80.00 W - 21- +55.00 •� � 90.00', 100.00' / i 85.00' W 30.40', 50.00' RT / �61) \ . 511� C +20.00 • �� +00.00 / 95.00 0' o° +95.00 / 70.00' LT LATE• 'L BASE DIT NIIIIIW 10N(1).o/ cL i6 50.00' E PUE PUE PUE �� SEE DETAIL D • +70 00' LULU E - ARVI • :KATHRY.•, POPE --.- Pv +45.64 SPECIAL CUT DITCH SPECIAL CUT DITCH p / W &. HU I BAND LO S C 50.00' LT SEE DETAIL B /� CO 165 - D; 8908 PG s SEE DETAIL B • W -Y21- +30.20 '`� C C R _ A- i[ ' p co �S 50.00' RT �\ --- NV C \� ��iillrmilAP p -Y21- +30.00� PUE t4 � �� Mt • O IMPACTED BILLBOARD 80.00' RT W +60.26 \\\ 20' ® _ - -- - -L- STATION 632+00 LT 50.00 /6' �____-- -- -- - - ------ -------------- --- _ F • MILEMARKER 65.9 +25.00 SPECIAL CUT DITCH ' + (TYP�- F . . . . p 0 140.00 Sr /D' ,IL B � \� -ram �� / F 20+00 • • :I - + p o o - 1 k ok N ° o N o A ' -L- +35.70 -L- +35.70 e �� _ N �' 140.00' LT p 110.00' LT ! co• 0 0� o �1 o� i a ap i8 g T - A YS- - - -r- - - � N i cat:, SPECIAL CUT DITCH - SPECIAL CUT DITCH SEE DETAIL B m SEE DETAIL B b C C O Nr G PROP.WOVEN WIRE FENCE O LEITHA ite17.5'BST O ■ M c 4 & CD FS_=148_8" X- X X X A 48' w w w�l� - -----------------C- > > X 24" RCP-III ----- 48�WW W/ISBW _____ -� . ■ y > > > END GLARE SCRE MEDWRID43ASE DITCH b > MEDI BASE DI CH MEDIAN BASE DITCH vi • �v BEGIN.-GLARE SCREEN •E--�' GN GREU TL 3 -L- Sto.636+00.00 • - • • SEE DETAIL AB 4GI SEE DETAIL AB N r CAT-1 T T T T T T Twale -L- St0.633+00.00 (n 8:1 8;/ 1 ~ � , - - � 1 I ~ O. / CN ° W -95 S,3L 37'DST 1 �� CA a � /'� i ak q. W N r N 2GI-WSF 2GI WSF o1 J Z Q. y 15" RCP-IV <5101> 15" RCP-IV <5102> -L- l I 1 I 0-1 ...I ��- 26' - G5103> + <5104> PROP.TYPE T BARRIER I N 43°28' 33.7" E 640+00 l If MOVE DI 26' V L = A- O ( 2GI-WSF 2GIA-WSF -- REMOVE 10'OF 18" RCP III c•4 I- O U 6 o > IIO° N' �o n Q 0_ 1 /-95 NBL 37'BST PLUG & FILL W/-�Ih �) d N WiFLOWABLE IIIin 0 - - II 2 CC r , N II , Q 2 0- SPECIAL CUT DITCH 8:/ Lo N SPECIAL CUT DITCH O vi GREU �TL-3 I 1 1 1 1 A SEE DETAIL B SPECIAL CUT BASE DITCH N > SEE DETAIL B <5106> '- r SEE DETAIL F v - -------- --- X „WWWTIS+36�` X _+8 86 X X- X �E �iC------ s . . _ w _ _ ��I�Z:CB-TO -IMP=---=_---------- / \ = D 12 RT • 120.00 RT 14 SY GEOTEXTILE - �A • II WOODS �� y \ C 1R�, \ 1 e e z O r r +40.16 +93.68 e e PROP.FENCE WOVEN WIRE e w +85.00/ E LATERAL BASE DITCH/\+60.00 A \30.00 RT 130.00' SEE DETAIL D 130.00Q130.00 RT cp > I ELECTRIC w 170 METER E 166 \ \ T, ( ARVIEUX, KATHRYN POPE FOUR OAKS INVESTMENT LLC _y_ ±--- - \ +20.00 \ w & HUSBAND LOUIS \`f-�\ \ DB 9395 PG 438 164.00' \ ± ± cn DB8908PG41 \ ± \ �\ \ -Y21- o 0 i � /± ± Co / PI Sto 13+22.49 PI Sto /5+94.7/ C - A = 29° 2/' 52.3" (LT) A = 40° 09' 46.9" (LT) y° SCOGGINS, BILLY ORDELL D = /3° /9' 28.6" D = I2° 43' 56.6" DB 8226 PG 714 L = 220.38' L = 315.44' RKK 0 T = 1/2.67' T = 164.5/' 78- 560 R = 430.00' R = 450.00' �s FOR CROSS-SECTION LAYOUT 86091Six$For9s Road,Forum 1,Suite 700 = SE = 0.04 SE = 0.04 SEE SHT. 2 B-4 Raleigh,North Carolina 27615-3960 -0+' DS = 40 MPH DS = 40 MPH FOR -L- PROFILES SEE SHTS. 133 & 134 NC License No.F-0112 o Engineers I Construction Managers I Planners I Scientists N ro FOR -Y21- PROFILE SEE SHT. 195 �V \ ° 0 FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions c0�-0 \ �� 0- \ ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. PROJECT REFERENCE NO. SHEET NO. o ALL EXISTING ROW FENCE TO BE /-5986A 5/ co REMOVED UNLESS OTHERWISE LABELED. R'W SHEET NO. ___ -Y2/- POT Sta. 10+00.00 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 0 �- 6R_ i� '1 ! \ ''max 11 • \\\ A10,\ RAMSEY, GLORIA McEACHIN --' 41,' DB 7719 PG 253 PB 120 PG 200 DOCUMENT NOT CONSIDERED FINAL 6°.0' \ / �� UNLESS ALL SIGNATURES COMPLETED ..-- \ \ -g\'11:3\ s IQ A \ I\\�'o,/�\\ �� _ 41 \ -Y21- PC Sta. 12+09.82 :� ..------ \ \ \ ,--' \ * 0 \'''* \ 8%so 0 \, c:::::: - o c, 0o `� \ 168 - 9�s e' / \ It INCONSTRUCTION BAGGETT JR, TALMAGE S 169 ,# avfk - - G- MARY B RICE & DEBRA B MOORE* -o as• p \ 0 Y2/ Sta.13+55.00 DB 2522 PG 513 BAGGETT JR, TALMAGE S # \\ \ \v� MARY B RICE & DEBRA B MOORE % O -Y21- +55.00 .o�-3 y o\-` 29.60', 50.00' LT BEGIN GRADE DB 2522 PG 513 0 c -Y2/- POC Sta./4+05.00% ) \ -Y2/- PCC Sta. /4+30.20AIL �s \ �F` #, 0 167 +30.20 +02.00 \\ -N H c a MCLEAN, MARY \\* 50.00 LT 90.00', 100.00' DB 2461 PG 753 -Y2/- PT Sta. 17+45.64WW - 21- +55.00 +83.00 +8 . 00 'W30.40', 50.00' RT •7\ lki� \511b C 90.00', 100.00' 85.00' +20.00 P . 4.,4q; ?O +00.00L BASE DIT• 95.00• 0 1):0 ,`\_ 50.00'+95.00 / PUE PUE 70.00 LT SEE DETAIL D +65.00 E W © 1' i 6 E . PUE N. 70.00LLI ARVIE f :KATHRY ,, POPE �� PV +45.64 SPECIAL CUT DITCH �/ SPECIAL CUT DITCH / W &. HUSBAND LO S C 50.00' LT SEE DETAIL B RCO LV 165 • D:,• 8908 PG 41 s SEE DETAIL B • lrdiiavAmrArArAIPP"Aririr 0 u) • .. -Y21- +30.20 �� x�e --C C - R ve, C ArArArj ��---_ -Y21- +30.00 PUE - ��sm�mmm��ommoi��■ m� � 0 0 IMPACTEt BILLBOARD 80.00' RT 1 +60.26 \C \ a ► 15 > > �\\\-'__________ __-___- 0 w \ Q 20 ' ® - --- 0 -L- STATION 632+00 LT 50.00' �_ /6 �___ -- - - _ ------ ______ ■ MILEMARKER 65.9 +25.00 a_ SPECIAL CUT DITCH \� 1 (TYP) F . . . F f 0 0 0 140.00 Sr `DO •IL B \\ \ + ` _ �:� -ems - '::I �' 0 ' -L- +35.70 \ _ 1 - ` I N 43°28' 33.7" E J r -�- -s- -.. -.. -.- -*- -*- o N -L- +35.70 m140.00' LT 110.00' LT �� o 0 0 0 o� - - Y2f` -T - o it SPECIAL CUT DITCH -1 SPECIAL CUT DITCH 0 \ _ ' RD /8'BST -- N 0 SEE DETAIL B SEE DETAIL B O _ _ / PROP.WOVEN WIRE FENCE LEITHA N 17.5'BST CO C " X X X Xw C'-, X 7�> > ' O- _ - 4, -� -�- e ' _ •O ;iM• e C .a. S-=148_8 48CWW_W_/i.aW _/ ---------------- --� 48 W W > - . - . . - . . - . Q ` PROP.SIGN GREU TL 3 _ _ > > > r 1-- END GLARE636+00.00 � -DIAND BASEB MEDI BASE DITCH 10 MEDIAN BASE DITCH ■ DITCH N T T T T T T ■ ,�,BL Gla.633 OO.00GLARE EENO Q CAT-1 r SEE DETAIL AB 4GI SEE DETAIL AB N U) 8:1 8:/ ir MI N1 - - - - - / - - 1 N - - O. LLI J N 1-95 S9L 37'DST - N � Z W r ` �?. � 2GI-WSF- _' -61-WSF - - - - o - J Z b 15" RCP-IV <5101> 15" RCP-IV 510 - I I T I 1 I ,, I i C 0-1 J �� 26' -L--- ----L---�- y N 43°28' 33.7" E 640+00 REMOVE 10'OF 18" RCP 26' I U - �5103� �5104� PROP.TYPE T BARRIER REMOVE DI - :,1 k 3-61-WSF - 2G1A-WSF - - II_ - A 1' Op - - _ N _ --� �� 1-95 NBL 37' _ PLUG & FILL W/-��r ~ i -0, N W/FLOWABLE �� - �y 2 Q II • CC , N - II • IMMIIIIII"11111CO I � CO t SPECIAL CUT DITCH 8./ 1 1 1 . ' 1 1 1 1 1 Ln N SEE DETAIL B 0 SPECIAL CUT DITCH OM SPECIAL CUT BASE DITCH N V GREU TL-3 N t > > >SEE DETAIL B <5106> SEE DETAIL F > --------- ,,,,,r; --------- 48 WW ,W/ISW x -- �M, . X X X --- X X X X 48ISBWX II" X --- \ Co +3 C - +89.86 B--Rig-UP----_ - - - - -- - ---- ------------- Co id 14 SY GEOTEXTILE -N,, WOODS sk'\'0 y \ C co I� i 0 PROP.FENCE WOVEN WIRE / W u +93.68 \ +85.00 E LATERAL BASE DITCH +60.00 z +40.16 130.00 RT 130.00' SEE DETAIL D 130.00' Q 130.00 RT v o > I ELECTRICER / / ---______7/ \ 166 `` �', ( E - ' ��\ \ o ARVIEUX, KATHRYN POPE • NVMENT LLC +20.00 Co & HUSBAND LOUIS C \71-\`-',A \ DB 9395 PG 438 164.00' \ ± ± ± Co DB 8908 PG 41 / \ /' \ %\ k\ i d-) ! \ Z -Y21- o 4111 ± ± Co / PI Sta I3+22.49 PI Sta 15+94.71 ' C A = 29° 2/ 52.3" (LT) A = 40° 09' 46.9" (LT) SCOGGINS, BILLY ORDELL D = /3°/9' 28.6" D = 12° 43' 56.6" DB 8226 PG 714 L = 220.38' L = 3/5.44' RKK 0 T = 112.67' T = 164.5/' R = 430.00' R = 450.00' 78-9560 FOR CROSS-SECTION LAYOUT g6091SIx8Forks Road,Forum 1,Suite 700 o ro SE = 0.04 SE = 0.04 Z SEE SHT. 2 B-4 Raleigh,North Carolina 27615-3960 3 NC License No.F 0112 Nei DS = 40 MPH DS = 40 MPH FOR -L- PROFILES SEE SHTS. 133 & 134 oo 0 Engineers I Construction Managers I Planners I Scientists ��° FOR Y21- - PROFILE SEE SHT. 195 www.rkk.com `I °' \ FOR DITCH DETAILS SEE SHTS. 2 D-5 THRU 2 D-6 Responsive People I Creative Solutions PROJECT REFERENCE NO. SHEET NO. •oi. I-5986A 52 -Y10- -Y21- N31, 4, RNV SHEET NO. +99 8 ROADWAY DESIGN HYDRAULICS P1 Sta 16+88.06 P1 Sta 25+73.95 P1 Sta 31+44.65 P1 Sta 36+70.21 50. LT , ENGINEER ENGINEER A = 3 /3 38.6 (LT) A = /0 08' 00.3" (RT 1 A = 57 39 45.1 (LT) A = 95 24' 38.2" (RT 1 ,'F w tp #v D = 0° 28' 38.9" D = 2° 27' 32.6" D = /0° 25' 02.7" D = 22° 55' 05.9" /' ,1, G� L = 675.94' L = 4/2.09' L = 553.52' L = 4/6.3/' `N T = 338.06' T = 206.58' T = 302.76' T = 274.80' G��`? �/ Pao R = 12,000.00' R = 2,330.00' R = 550.00' R = 250.00' -Y21- PRC Sta. 33+95.4/ 1,/ �> 10 0,0*, olio, �÷44* SE NC SE = 0,05 SE = 0.04 SE 0.04 `� F O = DS 60 MPH DS 60 MPH DS 40 MPH DS40 MPH / .0 Q / ,/ , 0 .41 A-A B-B C-C D D E-E F-F G-G H-H I-I +95.41 �,/�77 A2,40p ,- A, 21.0' 24.0' 18.0' 17 0' 20.0' 5.0' 12.0' 5.0' 14.0' 50.00' LT ..*I/ ,/' A• -i- 0.0' r 0.0' 1 0.0' 1 0.0' 0.0' 1 10.0' 10.4' I 10.1' 1 L 0.5' I *AVp 2 �� 1.7 2.4' - --- 1.6' 1.1' 0.6 1.0' 3.5' 17-- 2.5' 17-- 4.0' 1V----- # .0/ /' e /\:' �• I _1 _- I _1 . I _1 , 1 1 7 I I 7 I I 7 I I 7 I -I _- I -I �/ / �� / . 4.0' ROADSIDE 3.0' ROADSIDE 3.0' ROADSIDE 6.0' ROADSIDE 5 ROADSIDE 2.0' ROADSIDE 5.0' INFALL 1.0' ROADSIDE 4.0' OUTFACE © �, •p? /� �`t;� 414DOCUMENT NOT CONSIDERED FINAL VEG/BARE EARTH-STABLE VEG/BARE EARTH-STABLE VEG.BARE EARTH-STABLE VEG.BARE EAR H-STABLE VE ARE EARTH-STABLE VEG.BARE EARTH-STABLE VEG✓BARE EARTH-STABLE VEG✓BARE EARTH-STABLE VEG.BARE EARTH-STABLE �i / , ' I� % • UNLESS ALL SIGNATURES COMPLETED m 'O / # 9,,, (ylAk / �,�� Me4O ,' ;4: �11 L]ET]E PLANS LA co 169 +OO.OD �� ,/' p /' �'�� , NOTUSE FOR Ib%W ACQUISITION II®N N \ z s 70.00' LT ,'- 7 .�i co LA cD\ BAGGETT JR, TALMAGE S /' ' . Y MARY B RICE & DEBRA B MOORE // / .•� F ,' DB 2522 PG 513 0 +35.00 • �/' . l N C DEPT OF TRANSPORTATI le � X s� 70.00', 95.00 DB 715 PG 551 k,,„FF 5 TON CL B RIP RAP /F �,',, +90.87 // +70.00 14 SY GEOTEXTILE / / '.^ 65.00' RT ,/ 8. 70.00', 95.00' � ' / ,o !JO xI -Y2/- PC Sta. 28+4/.89 - / ' +00.00 F150 TON CL I RIP RAP +20.00 INV. OUT = .2 �� // / s a00 LATERAL BASE DITC 169 SY GEOTEXTILE 100.00 +40.00 �, +41.89 / �' 85.00' LT / •0�' 70.00' 70.00' LT /'�' // '�' _ /' 2 i /� O SEE DETAIL D -� �� '� ESE �/ / // -Yl0 PC Sta. 23+67. ►6 / 9 F,`1 RPIP a 1 - .. PDE �,, , / / x0 ��f-0 F i r . F 03 �.Y LATERAL BASE DITCH R �' i � � LATERAL V DITCH s �, DI ' C ETU 148.1 .r%` i F 7 // �h p y : DETAI SEE DETAIL Q '', - SEE DETAIL D W � �� SEE DETAIL KS �, ,,� / -L- POT Sta.652 36.45= // j i , W� v- �mom��ise' ite?0L�.��.��______�______`-- �-- / -Y10- POT Sta.21+86.48 F . `' 04 / 34�CIAL Mk �� -��► � ��/- __-_ ---- 00 7 SKEW ANGLE= 60 32 28 / ASE D cH ,� F- f*drr 1iiiIr Polv 3F AEE D AIL '�' / '' W �R �_ • I Li 4 +00.00 / ./..://:i �W T 1i• 8rl - A A :�_�00.00 0� 65.00' R� +50.00 /1/ � � :• ��0� - s� REMOVE 75' ° -IMININZEIMI - -o M +95.00 20.00' LT PROP WOVEN WIRE FENCE 120.00' LT _ / WOODS _ > - - _ 08 . ••CP T- N 43 2• T o� N IP.:Sr o o, 1 /i� _ , - C7 �' alk XISTING R/' �+ ' '+ p h 2�IIB-WSS _ N �� _ � -L # - -_-------- NEND ^� .��t !,� _SS ��'�/�, ``` W00l ; ,ON 28 SY LU - - � • �_ _ : _ _ _ - _ / F BM 51* . . _ `'�,• �j' • LU , ,mom -�- , - < . . .�. . 1 __ _ +41.93 4G1 v' �i SPEC ACC/ �I • <t- GEOTEXTILE W �[? _____--- 120.00' LT N 'C'C`,op'' M-.-• BEGINSI DETAIL Y 3: Q' D I. o� . �. /IS W DS _ • ) 24" RCP-III II „I I WOOp 0 , , i �_ > <520� /// - - - _ 30 RCP-III - - -�- / - -B-77 T T T V� -: --- 1FES 18 CP-III N • �� •, • i > ` SEE DETAIL G C ;:I �204� ,..,- L 2 I 0 . 0 O o •1 ._ • JB W/MH \dL O zs--- L MTL ---1_ - , ■ . C 10'BST \\ / - - - N O ■ �° I c� - - N 0 ',5 SBI� 370" T '- 0 -, _ -1_�_s- FLOWABLE FILL _1 . -¢ + n ii I N 1 i-g SBL 37'BST , 14) + -PW &-Fttr W1--_ T CV, REMOVE DI - 6FB=WSf A ` \\ • ~• 1.0 PLOWABLE FILL / �i -�� -L- <5215> 15" RCP IV REMOVE DI .�I - _ -i - _ -- - __ - - - CO ` i A I I --s- PROP.TYPE T° BARRIER ° ' V"`L---�- 650+00 <5216> �CONCI S� V'� y 26' 655+00 • Irk --z-=-s--=-L =s-=1�=L=--s-=- ---z� --s----L-- �45 --5----L- N 43 28 33.7 E -- - -WSF ,/\� ' PLUG & FILL W/ �~ I I - It • :- o A Ik° _ -cr ;�-`� �4 �i�O`"'"QLE FILE- 95 N 37 BsT-~ �/► - k PLUG & FILL W/ c`"-� �/ V l CO a I-95 NRI 37'RST - - O L�� • e / \A ovv�� --- z - REMOVE DI t M2GIB-WSF<fflpII o 10'BST < 1 ' RCP REMOVE UJ 1 1 1 1' ELIJ IIIP B 77 END CI C• ' N Z GREU TL-3 L 1 1 1 I & bSSkii �o B ;r FENC cl: . � �.�.'�'� j� �� SEE DETAIL B Z ' LATERAL BASE DITCH gg� �17 ` RMOVE r --__ WOODS 48" WW > F re.i �1D'-- ------------SEE DETAIL D s-_ • _ . i a - _ - � �'WI" / , I - ifUt•I C.L A p 47'1♦�WWr013 a: , iti.I _�__�_� �r -. t SPECIAL CUT DITCH __--____-, / I / �VFB" CMPC _� 2 TON CL B RIP RAP R C U U RIP.SAP`57 SY �i�► �ommi s7'w o��.a�-pp�� ----- ---------- SEEDETAIL B -------------------- --- C / ` 41.1111IP 7 SY GE TEXTILE �-�� v'' �--------- ------------- - 2 TON CL B RIP RAP F/ Q i /� / �fi C 7 SY GEOTEXTILE / Q -L- +60.00 W C E•T �� 1 �i \ �� r C - R _ INV. OUT = 141.1' / co` •� �•0 ,/w DITCH �ilk „J<G 140.00' RTelYili to O , 140.00' RT Q +5000 A 1 PROP.WOVEN WIRE FENCE © / 'oo O //ti / qiiiv DETAIL K/44 -L- +20.00 2 130.00 R ELATERAL BASE DITCH A o -L- +40.00 / / / .N 150.00 RT / 4„00. �/ , INV. OUT = 140.4' 0 R E SEE DETAIL D m ,+-oh D / x l�CSA ', ' -L- +25.00 +92.007 +00.00At N ' S O 2 ' 40.00', 160.00' // ,71/ 165000' 150.00 RT m �f7 I F O�'S ,' Jet, 165.00' RT z Q a ,.• w ell) / p? �' O / ( / \ ® o ��;* .' 214r). -Y10- PT Sta. 20+25.94 O4 1 \ BAGGETT JR, TALMAGE S, /' �� A MARY B RICE & DEBRA B MOORE W / / 1 TON CL B RIP RAP 19) co co_c DB 2373 PG 103 °' / -Y10- +35.00 5 SY GEOTEXTILE / WEEKS FARMS INC Lo / / / / / 85.00' RT J� INV. OUT = 148.0' D PB 434 PG 13370 PG 6 OUTFACE ANALYSIS 52-1 -L-642+70 RT (Iti / / PRE POST / w / TOTAL AREA(AC)= 327.7 330.8 BAGGETT JR, TALMAGE S, 4/4 / • 8 // BEGIN w MARY B RICE & DEBRA B MOORE Te / ,o / FENCE IMPERV.AREA(AC)= 3.5 7.5 �r / •S 11 / Lil= IMPERV.AREA INCREASE(AC)= 3.94 w DB 2373 PG 103 �� F/ c // C= 0.41 0.41 ,� OOO ` ' ZTc=30 - 2-YR 5-YR 10-YR 2-YR 5-YR 10-YR / F, L d� •0? •0? /0 o-/ • //' Q`�' INTENSITY_1 N ,I(IN/HR)- 2.85 3.43 3.88 2.85 3.43 3.88 - ♦ / o_ DISCHARGE,Q(CFS)= 179.0 227.0 258.0 179.0 228.0 258.0 0 aLo TRAFFIC DIAGRAM INCREASEINQ(CFS)= 0.0 1.0 0.0 S 0? + r•/, U PERCENT INCREASE IN Q(%)= 0.00% 0.44% 0.00% �N ' w SHERRILL BAGGETT ROAD 111 /111\ cn (SR 1806) • y8 // +00.00� F 80.00' RT ADT 2018 b,000 *0 QJ ADT 2040 14,000 NOTES: ')UTFALL CAN HANDLE MINOR INCREASE IN DISCHARGE. I O O FOR BRIDGE SKETCH • Q cn, SEE SHT. 2A-6 SF � FOR CROSS-SECTION LAYOUT F 75,800 1-95 1-95 55,800 SEE SHT. 2B-5 SISI 0 73,100 73,100 FF RKkft PAVEMENT REMOVAL • � P:(919)878-9560 8601 Six Forks Road,Forum 1,Suite 700 c FOR -L- PROFILES SEE SHTS. 134 & 135 Raleigh,North Carolina 27615-3960 oN-o+' 6,000 FOR -Y10- PROFILE SEE SHT. 193 ALL EXISTING ROW FENCE TO BE NC License No.F 0112 O 14,000 •ngineers I Construction Managers I Planners I Scientists �� , FOR -Y21- PROFILE SEE SHT. 195 REMOVED UNLESS OTHERWISE LABELED. www.rkk.com -/� SHERRILL BAGGETT ROAD �1-0 (SR 1806) FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 I 1ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. Responsive People I Creative Solutions crcr PROJECT REFERENCE NO. SHEET NO. /-5986A 53 co R/W SHEET NO. ' ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER O n�P P'' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 4 V x ^\ -/C j/ 174 BAGGETT JR, TALMAGE S MARY B RICE & DEBRA B MOORE +75.00 +11.35 140.00'�Y +78.00 DB 9074 PG 822 +00.00 175.00' BK DB 800 PG 326 +12.32 153.43' 174 IMPACTED BILLBOARD 153.00' BK DB 800 PG 347 140.00' LT 155.00 In N 03.99 +50.00 -L- STATION 658+00 LT +43.00 +60.00 +72.00 140.00 +90.00 l' 140.00' 140.00' MILEMARKER 66.4 140.00' 140.00' 1611 LATERAL BASE DITCH4 . LJJ E PVE PROP.WOVEN WIRE FENCE R _ F E - O :C� SEE DETAIL D \7 "ioöo O • LLI W eE _ ., _ ----__ LATERAL BASE DITCH A C --------- C oi,,o C W ov SEE DETAIL D �5301) HW ---------------------------------------'- - _ �,.° vor.- ter, n r > + > �.� ��- �_ � V ■ci.�a&,� —� >W • WOODS • \N ------------------- F CO bPEC.IAL' fA;S }1ICH N .; „11 ILISBIN _-- ----------------------------- SPECIAL CUT DITCH� FS MINIMUM • SEE DETAIL F Wo---------- PROP SIGN F -----___ ELEV. = 138.00' . N N W v? F F N O SEE DETAIL B Q vi W - GREU TL-3 W T T, T . . T T iiiil It / _ Niilli G O Q «. o PUJG-&�I \\\n� ( In I�5 Sei 3T RST °o �� o 0 ■ N PLOWABLE FILL � \��'-o _ < < �' N• + CO =PI IIIIIP _in �� Q1 - - + �� r • q o VE D 660+00 — — 665+ ° 4 7 VE �I l DI }••8•�� C 'JC PtC B + 2GIB-WSF<530 >1 I - I N 43 56 5 E - .. CD LO L-- _ 2GIB-WSF<530� PROP.TYPE T BARRIER ' iI 26 655+00 r� 26' T - _ — I� 1. — ■ b. *— \\➢ o /-95 NBL 37'BST _ — �r I h 0\ Q �♦ - PLUG & FILL W/ � n � PLOWABLE FIL II — NI N CO �\ _ FLOWA�L€-�FL�- \\-o —� N - I II �� \ 1 u j REMOVE DI �° CD W nl ( ? SPECIAL CUT BASE DITCH RFCRcA ----- F _ • W ,� SPECIAL CUT DITCH SEE DETAIL F OV�c -------C-------------------------C------------------------ - - . ,,,,,T________• ----------------__ F Z 4WW W/ISBW — — — — — — S E ETAIL B c 7� —X X— r �''= �I � CUT FILL TRANSITION w(SDUS —7� > _ EXISTING R/W ` ------- , 30 �/ \ / \ - �WLB- — \ J EXISTING R/W - 1 TON CL B RIP RAP WOODS ---Q o `� WO)DS \EIP 5 SY GEOTEXTILE - - - -� `/ I J -- �' -,--- • - ______________________________________--- C ��0 15 TON CL B RIP RAP wee r ' C C D e , 37 SY GGEOTE TILE \ PROP.WOVEN WIREO FENCE r e R O O v • 8 /� O O ,A, O U0 W IMPACTED BILLBOARD 1'Y mow \ -L- STATION 659+00 RT ,S , 0 +12.32 m Q l' --\ MILEMARKER 66.4 140.00' RT ± ± Q 140 00' RT \ , , —L— PT Sta. 665+12.32 \ +03.00 ,wee\ 1 I -o 140.00', 160.00' \ 1 HLC) -L- PC Sta. 656+87.65 N Q -0 411) \ CC WEEKS FARMS INC -L-co DB 9470 PG 646 176 Cr PI Sto 660+99.99 PB 134 PG 133 DORMAN, ROBERT 9029124PGPG 193 298 ERT DALE & WIFE TAMMY A = 0° 28' 2/.0" (RT) Li] D = 0° 03' 26.3" Lii L = 824.68' T = 4/2.34' z R = 100,000.00' SE = NC DS = 75 MPH LD w —L- 0 ip PI Sto 660+99.99 up A = 0° 28' 21.0" (RT 1 c D = 0°03' 26.3" L = 824.68' T = 4/2.34' RK R = 100,000.00' ft SE = NC P:(919)878 9560 8601 Road,Forum 1,Suite 0 DS = 75 MPH Raleigh,North Carolinas 27615-3960 700 -0� ALL EXISTING ROW FENCE TO BE NC LiSi Forks F 0112 oN c ] REMOVED UNLESS OTHERWISE LABELED. Engineers I Construction Managers I Planners I Scientists FOR -L- PROFILES SEE SHTS. 135 & 136 -7 www.rkk.com Locc� ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions o- I PROJECT REFERENCE NO. SHEET NO. 0- I-5986A 54 co R'W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 44V 1� -O reP O DOCUMENT NOT CONSIDERED FINAL ÷P UNLESS ALL SIGNATURES COMPLETED / 174 / BAGGETT JR, TALMAGE S MARY B RICE & DEBRA B MOORE DB 9074 PG 822 ,Q� BK DB 800 PG 326 1� BK DB 800 PG 347 180 g/A-) ® '�, z FOWL RHODES LLC 0 0 c KAUFMAN, JORDAN PAUL & DB P691255 PG 7 PG 1684 �, , WIFE A 64 MELISSA3 PB 113 PG 152 M ± ± 1 s� . . L0 ± Z 1.. + '1� ± ± U 140.00' LT W i, 3LO s> -81-) - -. . R F— W = igh _ - - _ - - _ _ R _ PROP.WOVEN WIRE FENS _ _ _ _ —elm- - — — — e. �, _ I °, / ` e-� LLI I /� - _ - - Kr - - _ - - . 8-Z- - _, . ---_ -� �r j. , ^ TON CLT° RIP RAP W /"1 - —BIM— — 1 I / - �� EXISTING R/W \�/ 5 SY �'� ��B / IA CO } 1 BM # 14 0 '_' . 2 TON CL B RIP RAP/ 11� : .I I -- - ,Eh_ 40�-------F-- --------F Z TB F N 7 SY ----- 4 �, is., .� .I ��: \ . • err CAI ►iiI11 r' F 9, WOODS --_-__ F_---- --- �` *O�` ��`r>��e,. lri�1111�1a • W - N---------------------- -- -------------- p • amok `n �' rf �� 2GIB WSFW 41 BL-222 _ _ 0 • ��y tl�l.�y�" �I. iti W CAT 1, �itiii/.�1 Ii ., T T T T 1.:(6 T �/� O Vaal�A��l 1��mom - 'ROP. SBG — -T ;�- ,�� y. 0 • ` , ti��jj�A�; � I /�J y 1 4N co O sit JrB Oired �' 4 - i, o i-� °ice ,��1 j ��,>t � o 1 15" RCP-IV REMOVE DI ► �9, -- --I----- f��J o ___ CONC PA ,D DITCH 4 ilt /'�� 7 '3 4. CD 2GIA WSFQ1 2GIB-WSF 15" RCP-IV -- --- ---- --- ---- --- - _-- �.4 �•� ~ 01141.11.4 AM Rai 0 CD 26' <5416> 2GIB-WSF - M.' — OW MO `` <o 26' ►'�' 26' • 24"<5413>24" RC>'-lam 41 2GIB-WSF670+00 PROP.TYPE T BARRIER N 4�°�J6�J4,� - — _ ,�►� 11 �'►\, ��j41l _ o COII •- 0. 1 ' CONC IBRIDC l�J' to o RCP-IV 2GIA WSF �� t--SLUG &-FfCC W/ �F NBL 3T BST , ! ! �� • III FLOWABLE FILL - - - __ _ -- I�_ ---- - . 01 ICC — 1 — __ II — =z-- r---z cNi MTL —r {' j /A. �'j MT r in ' a I�— 15" RCP IV �.' 1$ r. `N,1 J _■■/ II t 2GIB-WSF 2GIB-WSF - ' '40 r Lr '- +'.' Sii r _ I A <540$� �540�j PROP. SBG /� � � S _ 1 \ ILIPROP. SBGlea... LLI - _ . iiroP • '� y B-77 5 0 2 I B FAL 1 Z N GREU TL-3 � 15 RCP-Ilt \ I • . . 15 RCP-III TOE PROTECTIOND TAIL - �y:9 �� 1 __ W SEE t - --I'''- 6 — iiiirfii �� N r .I EXISTING R/W It 1$ "' Lei /n T SEE DETAIL IaNI 81� F F F r/r/rrr rY.IrI/1r/rrrrr/1 �/�? ` / ::-. 11T111T1�`1H eiel Z 415 �nn/rrur/ I norm...l�Inrnrarru///1/MuOMOOMOrnM/nrnrui rrwiiw rw• l �� - - - - - - WLB - - - - -WLB- - - - ////IIr//1%/III. 3 TON CL B RFP�RAP wLB - - " wLB- - <5409� IMruuwnurnura/rlr/rrrNwrairw ►' F�� F'��'��+�1;;►�rrtialrl //umuru ilrnrunnF rurrnNNr111/1lrr//rN/////n//N/n1/IF 1 TON CL B RIP RAP o ,. rrrs.zssas;u 11►�/►/rrnu:nrrrruarrnrr l/NN/rrlrllr/Irr ru[Irn1 inrn/ nn V 11 SY GEOTEXTILE J. �j R 5 SY GEOTEXTILE CF � Al �5402� �� R 1 ' O o \ O\/ O 1 w o .1 o PROP.WOVEN WIRE FENCE « ° 1 TON CL B RIP RAP o W v Qcz/ 5 SY GEOTEXTILE (Di ± `� `� `V �'� 140 00' ROT I'm 1 ± ± 1 ±. ±. • \ J( - _ \ CC7/ Cr CO 178 179 1UNKNOWNDORMAN, ROBERT DALE & WIFE TAMMY 6 Hi N11")‘$::: DB 8651PG 15 I- 176 BK DB 8436 PG 241 w IwoPB 124 PG 193 DORMAN, ROBERT DALE & WIFE TAMMY B N Nc_n DB 9029 PG 298 - m z PB 124 PG 193 Q n_ co LD w cn i cn C / _, RKK ,_ 0_ P:(919)878-9560 ro FOR BRIDGE SKETCH Raleigh,North Carolina 27615 960 700 ,-0 ALL EXISTING ROW FENCE TO BE SEE SHT. 2A-7 NC License No.F-0112 o ( Engineers 1 Construction Managers I Planners I Scientists N o REMOVED UNLESS OTHERWISE LABELED. h)• FOR -L- PROFILES SEE SHT. 136 CC� , � www.rkk.com ��°� ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. �� FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions 0- PROJECT REFERENCE NO. SHEET NO. I-5986A 55 R'W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER co / 411V 1\ rO 410.7" O DOCUMENT NOT CONSIDERED FINAL ÷P UNLESS ALL SIGNATURES COMPLETED 180 FOWL RHODES LLC DB 9355 PG 284 PB 127 PG 167 2-1°'l'- 181 PB 113 PG 152 N �\1� / VARGAS, RAMON CORTEZ & / WIFE MARIA VERONICA CORTEZ RECENDIZ 41 BKD DB 7767 PG78 PG 4233 PB136PG198 • JC W09DS WOODS \ \ • ± ± ± ± ± • �' ,000 . •1 1 / woods +95.00 WOODS \ \• >�S ±.-L- TS ASta. 693+07.28 k / WOODS • 180.00'. . • ODS\ _ -s�M— • 175�100' • • • • : . \• ± ± • woks E / +25.00 \ ± ± ± ± ± 140 00' LT LO 5. /LIJ • 140.00' \2 p2+w \ glM— — _ — — — — —91M— — — — _ —BIM- i ':.':.". VE IRE - ENCE / R _ (CHORD) ��-- TON CL B RIP RAPOA �� W -- ExisTi -VAI . . - • • • ` 77.5' (TYP) W -a1M • - • • a = �5 SY GEOTEXTILE WOODS F --------- ~� WOODS WOODS W N 1- 2 ELBOWS BL-223 ____ C 1-1-1 15" RCP-IV GREU TL 3 N t/� ��\\C _ _ -------------------- ------------ ------------ W T 1 T T __—T---T—.T T T - T T Tiii\ • R I i I • 8'/ 10'BST -- - W PROP. SBG <5512> 4-Rib cn 2GIB-WSF 2GIB-WSF I-95 SBL 37'BST c., - - - - �� ) -km- 0 O ��-Pk610 FILL W/ N N N " Q c 1-_- _ III FLOWABLE FILL o o REMOVE DI ° - 4-� 0 • 0 °p a�Rf1NOVEUT- 3 BSTil}}- CONOCVPA�VE DITCH o) 01 CONC PAVED DITCH D� o� o� • O —o z --- ----r----z----r-- WTI P J1 L---�--I _NAIL_ J____1 __ L---�2GFB_`5r--_T---o j— -0Tr — ---�— o r a�— Q :) MIL N. -- ----L-- / - I -CI-TT L_-__-2GIB WSF ;; - �_ _ UCONC PAVE DITCH - II N 43° .5 54.7" E y � -T � -— - - - - I I- - - - L i 15 RCP-IV -It T- I - - - - -I _ - = 15" RCP-IV I �� I--r- _ O �� 26' ni A PROP. TYPE T BARRIER 685+00 <550 > � — 690+00 15" RCP=1V �550 2GIB-WSF 26' O O _ �5501� . A Nor �I� — 95 NHL �i ear _ wl — N� —�� 1 - PLUG & FILL W/ 2GIB WSF iiL W/ 2GIB-WSF o 0 o It o o ■ 01 I - PLOWABLE FILL �, ��—FLOWABL-€-FILE o � ii9.5BST u� PLUG & FILL W/ CO c i 15" RCP-IV n II n „in o o• i FLOWABLE FILLS• o � A 2GIB-WSF 2GIB-WSF s < I ~ JI� I 5g;~ -� _ . . . . . �^ . . , .. '- „ „ L r 3 • wuous J ti '. /. O �. . 1 WOODS — — — —.— �_ 1 WOODS WOODS • —�-- WLO ., krl� — — — — J — — v -r -�-- _ n EXISTING R/W W \�`e\ WOODS - -I/ - - 15" RCP-III . . ---------- ----------- •----__ NNNNNNNNiiiii i iii•i iiiiiiii'NNrNVIWO~riii i iii iii is NNN W TOEZEE DETAIL IHN rrrr/111M111rrrrMrrrllrrlrrlrr/11rlrlrrllrllllr11111rIrIJrNrrrrrrrrNrlrrrlrrr11r111rIr/Nr111rIrr1l/r/rrrlrlr/1rr 1rr0�N��-. F 3 TON CL B RIP RAP TOE PROTECTION Ncl, F Z 11urrrra 11aurrwrurrrrrrrrrarurrurrrrrrriiiiirrirrrrrrrorrnrrrrrurirrrarnrrrrunrrrrrrrrurr�..rr�ririrUiia F �,� <5510� 2 TO CL B RIP RAP <550� -' F 1 TON CL B RIP RAP 5514 ~ - - -wLe +65.00 7 SY GEOTEXTILE 11 SY GEOTEXTILE = SEE DETAIL H J 5 SY GEOTEXTILE < \- - ,, 140.00' _ iti R _ � \ o C o o = Q y PROP. WOVEN—WIRE FENCE +50.00 © / \ A (CHORD) IU +07q8/fi • JC / / . r------\ 2 4 o : ). , o C0 -� +00.00 to \:____ � \) 3 0 6- • • . . 175.00' 0 179 1- W w DORMAN, ROBERT DALE & WIFE TAMMY B DB 8651 PG 15 c_n BK DB 8436 PG 241 \ z PB 124 PG 193 ._.7 / ... n_ Lli —L— a) Pls Sta 695+13.96 8s = l° 28' 48.5" Ls = 3/0.00' O LT = 206.67' ST = 103.34' _, RKk ,_ • ,_ . P:(919)878-9560 = 8601 Six Forks Road,Forum 1,Suite 700 O Raleigh,North Carolina 27615-3960 NC LicenseNo.F0112 -0dp ALL EXISTING ROW FENCE TO BE o Engineers 1 Construction Managers I Planners I Scientists N o r, REMOVED UNLESS OTHERWISE LABELED. FOR -L- PROFILES SEE SHT. 137 ACC www.rkk.com Locc- ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 ResponsivePeopleiCreativeSolutions PROJECT REFERENCE NO. SHEET NO. cr 1-5986A 56 1.1 27"18'55" E Z 5�4.93' RN1 SHEET NO. cn °' `J ROADWAY DESIGN HYDRAULICS 0 6 S 27°18'02" W ENGINEER co c ENGINEER 482.52 "' t _______ ------ 4,______ _______ __________ ______ N 27°I0'48" E /. `1"- �P DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 181 1 VARGAS, RAMON CORTEZ & WIFE MARIA VERONICA CORTEZ RECENDIZ DB 9778 PG 441 X __k 1 1 ` BK DB 767 PG 233 `I' 1 PB 136 PG 198 +1 5 00 1� -L- SC Sta. 696+17.28 _ 8 � +83�3-4 _ ( c` 141.01' - - co CHORD �� p�F +17.2s 411* +51.00 jibL 140.00' LT +12.00 163.00', 173.00' LLI _Jai. 140.00', 172.00' W STANDARD BASE DITCH``\ �a _ PROP,(/ W PUE PUE PUE IN- CON �i SEE DETAIL I w OVEN WI',„ FENCE C __ 5 TON CL B RIP RAP - .!t I- Iii Q ` ,`r_ 14 SY GEOTEXTILE -- -a_ -,- _ P) Ant . . v - __ - W Ill - Q " 24 FES \� _ _. C ------------- ELEV 9 5 ' 0 WOODS • -- FS MINIMUM - _ PLUG & FILL W/ < < -------- • --------=----- PBLE FILL `s' t �' �� o Iii SPECIAL CUT DITCH . . �. . . . . <. W t . . < • N Iv i1 Q aiciamiFainmm:: LroAt\ _ � - !� SEE DETAIL B '' • �'Q111111 _ Wmi m m•m. �� N _ _ BL 225 ico ammicittamomm _- !I MIN ME AM. !ma:: lC pitica LLI- all A VED i 26' 695 0 2G7B=WS' ► 1111.11--- W- - _ ,�� FLOW BLE FILL -_ 0 • 7 Mai REMOVE DI PIC=1111111m.. CD � � �* oIIIII 2G1:_.• - � �_ ---- --- ---- ----5--_ 2G� � e -- RCP-' -- _ - - 0 SF 1 _= 601T-1 pie. .nirellill 700 f00 - - 35'BST 705+00 6' O `'. -_ PROP.TYPE T BARRIER b0,l Z - z -2GIB WSF 24" RCP-IV REMOVE 10' so* IIIII ■ 1-95 NRL 37'RST co RCP No. PLUG & FILL W/ ii I II/I e I �� l PLOWABLE FILL ntnt►u�, l0'BST u) n L ■ F �rirtrnri ��';i Exisrwc Riw WOODS _ 1� TOE PROTECTION LATERAL BASE DITCH F 48" WW .w _ �" REMOVE DI SEE DETAIL H SEE DETAIL D 1 • X=1� IIIIIIIIIIIIIIIIIII . 1 (CHORD) ico _ C __-----------__-____ <_` -� u - _ .• WOODS 'z � �560Ey� c F RE eVE �� X_ 1 JB W/MH X ` _ �� • 48" WW�W/ISBW X v 48" wW 11�x�x . s +10.00 R SPECIAL CUT BASE DITCH �p r---� '��'_=_-_ F --- ---�-�- --------�_, x�- _x ----------------III mi 138.99' IV SEE DETAIL F O o C ---�_-- i� ii___ --�me �___ __ _ \\, O _ C LATERAL BASE DITCH r +38.00�560�j _ ---- -- 140.00' R V c r = e SEE DETAIL D _ A. (» O IMPACTED BILLBOARD _ -L- +17.28 -L- STATION 699+00 RT A PROP.WOVEN WIRE FENCE W 8 TON CL B RIP RAP W PROP.WOVEN WIRE FENCE 140.00' RT MILEMARKER 67.2 IMPACTED BILLBOARD 21 SY GEOTEXTILE +14.00 +73.00 LCD / +50.00 140.00' 143.40' Q 190.00 -L- STATION 703+00 RT MILEMARKER 67.3 rn -v �' (NOT IN SURVEY FILE) m w LATERAL BASE DITCH 2 179 +26.00 CL SEE DETAIL P E 205.00' POE DORMAN, ROBERT DALE & WIFE TAMMY B +45.00 +23.13 CO 195.00' DB 8651 PG 15 195.00' w Cr ai BK DB 8436 PG 241 +60.00 PUE Hi PB 124 PG 193 PUE 237.00' +45.00 +30.00 234.00' w 237.00' +25.00 250.00' +45.00 250.00' cry �, -L- Lii Pls Sta 695+13.96 P1 Sta 704+52.10 es = l°28' 48.5" L. = /5° 50' 3/.3" (LT) ip Ls = 3/0.00' D = 0° 57' 17.7" LT = 206°67' L = 1,658.97' Cl) ST = 103.34' T = 834.8/' 0 \ R = 6,000.00' SE = 0.04 DS = 75 MPH RK ft 0 P:(919)878-9560 I Raleigh,North Carolina 27615-3960 700 oN-,- ALL EXISTING ROW FENCE TO BE - - NC License No.F 0112 o (0r Engineers Construction Managers Planners Scientists N o = REMOVED UNLESS OTHERWISE LABELED. FOR -L- PROFILES SEE SHTS. 137 & 138 ACC i www.rkk.com ��- ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions TRAFFIC DIAGRAM PROJECT REFERENCE NO. SHEET NO. RHODES POND ROAD /-5986A 57 (SR 1804) RNA/ SHEET NO. ADT 2018 2,000 ROADWAY DESIGN HYDRAULICS co MATC H LI N E -Y11 - STA. 20+00.00 SEE SHEET 81 FI I O I I Fi I ADT 2040 3,000 ENGINEER ENGINEER 144 •• I +18.00 I- O I �/ rn 144.50' fp I -.02 W I . 2 I r 55,800 1-95 1-95 55,800 I 8' 20' 73,100 73,100 I P.S.'I- I1 PSL . I +35.00 I • I m 108.56', 125.00' I Iil R. : � ILATERAL BASE DITCH 2000 • I SEE DETAIL D 3,000 w i1 - • i RHODES POND ROAD DOCUMENT NOT CONSIDERED FINAL a I 1 (SR 1804) UNLESS ALL SIGNATURES COMPLETED I • 1 I F I j 60 /•' X I C I E - Irn 1 F I END FENCE I I END CA FI ,r,.� I- I • IF c;3 cn kl 125 00 ROT Z I - i -Yll- PT Sto• 21+79.44 a I I- o 1 C 1. I 1 A 1181 I • = I C BEGIN FENCE 189 cC3 W o I BEGIN CA VARGAS, RAMON CORTEZ & WIFE 1 +00.00 DRL PROPERTIES LLC MARIA VERONICA CORTEZ RECENDIZ I 1 110.00 LT DB 7465 PG 238 DB 9778 PG 441 BK DB 767 PG 233 j N I - PB 95 PG 37 PB 136 PG 198 a I ° -L- POC Sto. 7/0+35.83- �I ;3 N <o -YI1- POT Sto.24+91.66 SPECIAL CUT DITCH �(n 1 "' • rn SKEW ANGLE= 93°07'52" \4P, I O (� pUE SE tLl�.00 ID I � I FILL & CAP �P - PUE78.00' 1 4 • LLI ROP.WOVEN w/RE FENCE -L- +90.00 I63 • I I -Yl l- +25.00 137.00', 163.00 • W A -..140.00' LT I r i • -L1 0 00 OO `� -L- ST Sto. 7/5+86.26 -Y11- +40.00 Z 1410 ?.. . �' I * Iro' I t> PUE v• 137.00', 163.00' CO • �V�q-Iy_� _ TON CL B RIP RA' 4 �� I • -L- +70.00 -L- CS Sto. 7/2+76.26 +86.26 • I _ __ WI AA; . .*TEXTILE F 15 a i _ m R. „P I _ -.. 140.00' Q +76.21 140.00' LT III X _ I j' /MH „ Ill _ =- 000' T :., (CHORD)14 \ O �'�. 1 •Ili < 4. R PROP.WOVEN WIRE FEN E 15" RCP III ��s. I ONC C v A 2 NID-nizT oiriukt <5710> OEP W SODS $tv9- `31C---------- - C ---------- ® C`\ 4.111. ,-, BEGIN 77.5 TYP --- FS ► IMUM ------...................... --------iiiiiiiiiiiiiiiiiiiiiiiiiimiiiiirk. 0illaalialia /�� fi - FENCE : FENCE < < .i. _ _ . . _ . _: ` ELEV. = 44.40' 70wo0DS ---- ------------ ---------------------C�ft:ft!'" Ns 0: ... 01.11_ _ - - _ 8_7724 RCP III SPECIAL CUT DITCH < - < LLI Cli 1� �b� = - = GREU TL SEE DETAIL B pO _1MININ ; ty = �� MM. -E�� ■ 8./ FLOWABLEPLUG & IFILLL LV/ N W IL_ MIL Allilihrm11111 u) ...ftualm, •A • : ihReiwAuimuwm,mia .........g.nnRFjawa_ ___ ______ IN' 111=ftr----- --L._ I __ ___ __ __ _ wirowis \- _ _-EMOVE-D-I- f �� - _ -� _ _ _ - mmmm.IWEINIMMINIMI . _BLE FILL = _si - MEIMMIELIMEI= . 710+00 t�;� - - 30" RCP IV � o _ II . - 6:) ay -� �. - �570� - - - -L- 30 RCP-IV o -AM -$r- .� �\' 2GIA-WSF '� REMOVE �I �i ;-' �` '�" ��'a Z - PROP. TYPE T -_ - - - V - co ' BARRI€R- _ - - - - - - O I allilm ■ W 7/5+OO r 2G�,�WSFS-- ,E111.1.1.111111 26 41-1111 2. -- - -- G & FILL Va -%k 7 T o EA _ V j -X� ® ,■�� 'LOW . O o _ �� • z s i x 42" RCP-III .■■pIF!! utumrnmuwmiwiwm..,.,.. • r IMEIWIE - -�� J ,__ _-_'ix _�X-x_ -- Irr,-, „B_ END _� >]�n - - p'BST N a. --�� /�� __ - ir• I ENCE rAii ,i _ BE IONC HW B W . - imiiiiiiirO MEM �� in I -_- • I r 1a�• .. 2 RCP-III 1 .h C� SPECIAL CUT DITCH 1 , `. SEE DETAIL B 1 8, CMP _ < .• vi LATERAL BASE DITCH <5714> NI W \ �� LLI SEE DETAIL P V{� h TERA- V D CH ,I `, OEP ---------------- WOODS C -------------------------- _15 TON CL B RIP RASEE D TAIL: I ' ---- ----------- - ==--------------- --------------------- 7 GEOTEXTILE , I 8 �' N . ______ WOODSA. C +72.00 '� I : P.S.1 IN.S ' x E •"�: R/" PUE I •PUE 169.91' I ►1 __ �-��,_ .i-s. :AL. ;-)-_, :�: ,--z; :F-L; :.rz; . : :.a.; . �� i ,m j I gym ' O G e �� /I PROP.WOVEN WIRE FENCE U 0-1 +73.00 L +00.00 I ; ►1 X �iV -Yll- +58.00 DORMAN, ROBERT DALE & I"' 186.00' 175.00' li O 0202 , Z128.18' -L- +86.26 WIF PUE 15" /1 14 RT E TAMMY i' PUE I CSP a . A Yll +60.00 0 00 DB 10092 PG 3g4 ai `; I 2 ELBOWS 1-" 11 .� 83.24' LT -L- +00. CL B RIP RAP ® 71y 2 B-WSF PB 139 PG 44 , 216.007 SY GEOTEXTILE I ® I 4t 1 2G1B-WSF �� . e.i 183 cc 179 G II .0. F, m Q m COFI .� L0 DORMAN, ROBERT DALE & WIFE TAMMY B I1 o- DB 8651 PG 15 Il 01 '� BK DB 8436 PG 241 1 * i PB 124 PG 193 11 wEND NDENCAE i 02 END FENCE -L- -YII- w +00.00 1 END CA -O 90.00 RT i I • C +00.00 `m I ,q o3 IV rn 88.78 LT P/ Sto 704+52.10 P/s Sto 7/3+79.60 P/ Sto /8+70.00 P1 Sto 30+26.44 �' ; III • A = /5° 50' 3/.3" (LT) es = 1° 28' 48.5" A = 3° 05' 02.7" (RT 1 A = 16° 37' 46.6" (LT) • -Yll- PC Sto. 28+3 .07 I .o . D = 0 57' /7.7 Ls = 3/0.00 D = 0 29' 53.6" D = 4 /8 28.6 M L = 1,658.97' LT = 206.67' L = 6/9.02' L = 386.02' : K T = 834.8/' ST = 103.34' T = 309.58' T = 194.38' Li, =it , o-co LD : • N R = 6,000.00' R = /1,500.00, R = 1,330.00' • � SE = 0.04 SE = NC SE = 0.06 m Il Nr� I ;n. e • m 113.00',i s�oo' DS = 75 MPH DS = 60 MPH DS = 60 MPH +82.07 06 `y�7", , c n F1 c MATCHLINE -Y11 - STA. 29+00.00 SEE SHEET 82 o FOR BRIDGE SKETCH SEE SHT. 2A-7 R ( K P:(919)878-9560 � �xxx PAVEMENT REMOVAL 8601 Six North Road,Carolina S Forum 1,Suite 700 RaleighR� ALL EXISTING ROW FENCE TO BE FOR -Yll- PROFILE SEE SHT. 194 www.rkk.com NC License No.F 0112 FOR -L- PROFILES SEE SHTS. 138 & 139 o Engineers i Construction Managers I Planners I Scientists N o REMOVED UNLESS OTHERWISE LABELED. � �� ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. 1 FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People Creative Solutions cr T PROJECT REFERENCE NO. SHEET NO. /-5986A 58 / R'W SHEET NO. ROADWAY DESIGN HYDRAULICS co ENGINEER ENGINEER o � o, m rn �; co P `L611 / \4I° (2)131 DOCUMENT NOT CONSIDERED FINAL N 25°28'35" E 555.99' UNLESS ALL SIGNATURES COMPLETED / 189 189A DRL PROPERTIES LLC HERRING, NATHAN WILLIAM & WIFE DB 7465 PG 238 DB 5217 PG 450 PB 95 PG 37 192N N PB 87 PG 153 / P P N 1.0 I i / \ / / / ± \ / ± Wye 1 � / • k� JL \.. // / ham• - - - •1i 140.0T00 �± / • W O O PROP.WOVEN WIRE FENCE O R + �k ? O O O II & i �, CZ 4.,. I— • �o o W 1A, EXISTING R/W • EIP e —� Y SPECIAL CUT DITCH EIP W ____ SEE DETAIL B `a�nn ± 4/ __ SPECIAL CUT DITCH C \ � —enM- - - N(DODS ----------------WOODS ---------- -------C---- SEE DETAIL B --------------------—-�____=0- -_ --------------- UJ W N � W Co N_cl O • • O T / 95 SBL 37'BST . 1 9� o 37"BST O O No• - --2GIB= SF n� O O A - r I - - -L- -1 I — — —REMOVE I DI — A 5801� 15" RCP-IV M N �� T Z -T-- L T I T Z T I T Z T L- �- L- -- --L--- ----L - •- 7_ --L--------IF-ROP_T-Y _TL LIAR J-ILJ_-- - --_ � Tee--T----L----T----L---�6L II - -ReP= . �� Z6fD-WSW-- el - n oo N • Q - � . 01 PLUG & FILL W/� II i •' 37'SST Q I. 1-95 NBL 37'BST Lf C"' yll '� H -TTCC -F N v) �e — - II r vo 1 - r 1 II I J - J 1 ova 3 TON CL B RIP RAP 1 . . . . . IE F . W00 LEA W ------------ C SPECIAL CUT DITCH _ �580� ---------- ___------------------- Z = c Z -- -----------JNOIlDS----_____________C------------- C SPECIAL CUT DITCH --- '�� C WOODS SEE DETAIL B SEE DETAIL B C _ --: — - — X X0 sEcr _ X E DETAIL-r�DT�w . ' EXISTING R/W 48 WW W/ISBW Q. E` T i V O PROP.WOVEN WIRE FENCE R-- - PUE PUE PUE PUE PUE PUE N PUE cr PUE PUE PUE woods ::::07H3NoNpAG HEIRS �, Q +95.00 +00.00 S , Q 158.00' 140.00' RT �623° 70 P o158.00' o `" 5 191A P °' 191 LS J 0 183 WEEKS FARMS INC DB 2636 PG 655 E DORMAN, ROBERT DALE & 1 WIFE TAMMY B Q c9 DB 10092 PG 374 co PB 139 PG 44 o- LO i I- W w cn z I I C w 0 RKk ,_ w P:(919)878-9560 i = 8601 Six Forks Road,Forum 1,Suite 700 Raleigh,North Carolina 27615-3960 -0,- ALL EXISTING ROW FENCE TO BE / NC License No.F-0112 o Engineers i Construction Managers I Planners I Scientists N o REMOVED UNLESS OTHERWISE LABELED. FOR -L- PROFILES SEE SHTS. 139 & 140 ACC www.rkk.com Loco ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. / FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions o- / PROJECT REFERENCE NO. SHEET NO. 1-5986A 59 / R'W SHEET NO. / / ROADWAY DESIGN ENGINEER HYDRAULICS co ENGINEER O '6�/ .11010111......-\P �P / / / DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED / 192 P CURRIN, HELEN B Z DB 5524 PG 696 PB 95 PG 37 / \ / \ / \ 192 • / I k \\ / ± „ STRICKLAND, COURTNEY CHAD ( " N DB 5233 PG 812 CO I k ± k k �, PB 101 PG 79 O a +00.00 O SPECIAL LATERAL V DITCH } 140.00' LT SEE DETAIL A s �3 �3 �3 t ? _O C O O R c3 ',La0 0 O0 PRGO WORN IA E 4NC O O O ', W h_ A EXISTING R/W �`C YP UJ W C� _ -C -_-�---s- STANDARD BASE DITCH " `� k k ` , �C `� • • ----- SEE DETAIL T `� �i �i `� • SPECIAL LATERAL V DITCH SPECIAL CUT DITCH � DOE PROTECTION BM #517 - - - SEE DETAIL B C �� Ike -Elm SEE DETAIL-H- •" - O-aim- - anM- - - - WOODS --- SEE DETAIL A C- ---------------------- SPECIAL CUT DITCH -.- - - F _ . - .- __ --- JP- - W SEE DETAIL B F nui�rrrpn ' ' ``s ` r k� . . . . . �' `, W W W I • �� 1 CO O «' k /0'BST i > - — - - CN O u' a __ `� o O Ir■�- o ce w . -- PLUG & FILL W/ 0 l 9S SBL JT BST �� c� 1 • op k N FLOWABLE FILL o' O O 4.1 =• 2GIA-WSF _ - 745+00 ~ o) 1.0 M IIIr '— 592 III N 25. 08� 46.4" E REMOVE DI - - - - W n niTru I- I I 24 RCP IV T �- 740+00 II PROP. TYPE T BARRIER �90� 26' 26' -- L- 5+� __� �q0� REMOVE DI - - c� 41. N - �� 2GIA-WSF - - II_ - 2GIA-WSF I o rn > Ii 1 - - n Co -� O1 • o I I —PLUG & FILL W/ 71 PLUG & FILL W/ ,Ih 1-95 NBL 37'RST n Q #- V I 1 FLOWABLE FIEF- - ��OWABLE FttI� — Ln Q C 0M♦ .1 /0'BST I CO 8:/ GREU TL-3 J I i/_U I vi LATERAL BASE DITCH b F N F F F N SEE DETAIL D I - -F - - - _ - - - ------------------ S �590E� lJJ _ . . . . _ _ _ �� . . - _ • ___ . . . ° CIA C BA E �� TCH . . __ _ - Z � ��--- F II W00. __�_ SEE DETAIL F �,, < < - _ LATERAL BASE DITCH _—� ��;�■��-�� ` a�ra��s� ._ ArAr A A i d I rA4 ri . ._ . . _ - 5 TON CL B RIP PI ' X X x -<—— x ,��x I s -- rexTrrE 48 W/�S `aETAt'r`�` J �X Y. Xx Y. — �r__� IJ IINh /w • 48" WW W/ISBW 0 r !4 O O '� O O A PROP.WOVEN WIRE FENCE O 0 U LATERAL BASE DITCH U I— PUE P E PUE 4> PUE PUE SEE DEWED - PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE Q + ' 20 TON CL B RIP RAP ��+13.00 +00.00 Q 159.10.10 t� 56 SY GEOTEXTILE 159.58' 140.00' RT c 2 E E E E E 2 -0 +30.00/ +90.00 0-7 185.00' 185.00' 191 Q -0 WEEKS FARMS INC cc 1 DB 2636 PG 655 Q c9 co 0- LO i UI 1- w w UI cn z Q UI UI UI U) w cn a) a) UI C ro 0 RKK 0_ P:(919)878-9560 = 8601 Six Forks Road,Forum 1,Suite 700 r6 Raleigh,North Carolina 27615-3960 ��ID ALL EXISTING ROW FENCE TO BE NC License No.F-0112 o Engineers Construction Managers Planners Scientists N o REMOVED UNLESS OTHERWISE LABELED. FOR -L- PROFILES SEE SHTS. 140 & 141 -7 www.rkk.com ��- ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 ResponsivePeopleiCreativeSolutions / PROJECT REFERENCE NO. SHEET NO. I-5986A 60 R'W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER co ?;$'311419 ‘.-\ \ / DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 192 / 193 CURRIN, HELEN B DB 5524 PG 696 H & J FARMS INC PB 95 PG 37 DB 2662 PG 503 N 10' WIDE BERM- e TOP ELEV=148.5' SEE DETAIL Q N +34.00 175.00' +gg54.00 LATERAL BASE DITCH n 2 .00 0' SP ERA MEDITCH SEE DETAIL D m �V SE DETAIL C v 159.00 S C. +65.00 +73.67 r o a +00.00 140.00' +00.00 "' o;� 145.00'\ � 140.00' LT CD R M ^u C e PROP.WOVEN WIRE FENCE e _ R 140.00' NO ; E �/ O o --;� N —yam '` 0 _ x - _ oL llireastaiga" WaODs------------------------- > �Z-_'---��`��` Arli—_i pi- Aridly_ SPECIAL CUT ITC LLI > e�I�I�■�aw� - _ SEE IL B S DETAIL „-- ...._ _- c-------4 1 > 1- > > SPECIAL CUT DITCH - F <6004> <6003> FCn ' N �? O BL-229 SEE DETAIL B F a� REMOVE 15' OF F N EXISTING PIPE W LU ■ iir ■ W III4. 1 _ - - - a?Ci _- PLUG & FILL W/ ix.) ` ~ N — _ _ — 11— �\\ FLOWABLE FILL o 4IM— 0 / 05 SQL 37'BST � ( S_ O 0 ��Q -- 2GIB WSF REMOVE DI - - 70 2GIA-WSF� 48" RCP IV REMOVE DI ~ A O O 24" RCP-IV <6001] cON -L- I I I I 1 NC PAVED DITCH I LO '15 RCP-IV I I i 1 N ___z .=y L-�- - _ + PRO , TYPE T BARRIER N 25° 08' 46.4° E 755+00 �oo� �\ --�--- - 26 -- I, + --- --- �6002� r 26' 750+00 _ _ — 2GIA WSF PLUG & FILL W/ �, ~�� - No 2GIA WSF A 11 - \ / �� 1.0 N. — — r - — ��`� FLOWABLE FILL p - —.cc', No N O1Ns �p /-A�i NRl 37'RST „ „ r�C �� r ■ �� N - - PLUG & FILL W/ I lj n n \ \ N _ —�k Q QQ — PLOWABLE—IILL - — — — �� —' Imm IM IICO CAT / I CO 1 -I -I -I 1 8:1 ii F PROP.DMS _-w 01 -7 I`° ----------F-------------------------------------- -- • • • ------ - - ___ \�`� _______C4-------� -- - mm rallirArAdirAllrAlirdirdirAirdirAdirAdirdir • r� LATERAL BASE DITCH ��r � aI� � . 1 • mommommorANNNEr.amirAMINIVAIIIIIIPINME r- ll'i W _ X 1 N `c,3 X _ 48" WW�W/ISBw SEE DETAIL D Y. X� _��_—�r''7 i��. : _� ' . ' - s Z EXISTING R/W Olk ........Immaiimk NIII6_ NIIN .1 J A e PROP.WOVEN WIRE FENCE e IV e < 00 PROP.WOVEN NRE FENCE +73.6? Z all 140. 0' RT PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE P 48 TON CLRIBE .y PU.BTERAL BASC-DITCI I PUE PUE V +00.00 89 SY GEOTEXTILE SEE DETAIL P +30.00 + 57.00 140.00', 155.00' RT 162.00' PUE 160.00' Q +35.00 +34.00 172.00' Q140.00', 155.00' RT 2 -L- PC Sta. 75a7Y3.67 c 0-1 Lo Q 191 i cc WEEKS FARMS INC 1 DB 2636 PG 655 Q c9 CO Cr LO i U) I- LO w U) cn z Q w co LD w cn ip -L- a) upup PI Sta 76/+15.78 A = 0° 0/' 06.6" (RT) E D = 0° 00' 15.8" L = 484.20' RK T = 242.10' ft 0_ R = 1,500,000.00' P:(919)878-9560 SE = NC 8601 Six Forks Road,Forum 1,Suite 700 Raleigh,North Carolina 27615-3960 ��ID ALL EXISTING ROW FENCE TO BE DS = 75 MPH NC License No.F-0112 o Engineers Construction Managers Planners Scientists N o REMOVED UNLESS OTHERWISE LABELED. FOR -L- PROFILES SEE SHTS. 141 & 142 CC www.rkk.com Locc- ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 ResponsivePeopleiCreativeSolutions o- PROJECT REFERENCE NO. SHEET NO. 0- 1-5986A 6/ co R'W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 193 /A H & J FARMS INC 1- 6\ DB 2662 PG 503 N4PO ��P � -L- PC Sta. 769+20.26 • WOODS• +78.00 +54.00 N HANNEL CHANGE 168.00 168.00 • O 10' WIDE BERM +57 88 +63.20 SEE DETAILS �► -L- STATIONTE767+50D 0 BILLBOARD O TOP ELEV=148.5' SPECIAL LATERAL140.00 / �O •• +20.26 SEE DETAIL Q 140.00' LT ?O Q +90.00 n�� MILEMARKER 68.5 O V DITCH STANDARD BASE DITCH fn 140.00 140.00 LT SEE DETAIL A SEE DETAIL BASE I PROP.WOVEN WIRE FENCE R 0 411101011 _ 0 R - PROP.WOVFUJV WIRE FENCE W r•`• e 17 I nT 8EE BASE DETAILDITCH W v WIMEE— �, :. Qom- — �—— =UM W WOOD: BM 4518 10'WIDE BERM LATERAL BASE DITCH ArIL;;;_.•_, •• NIIIIIIMILIIIIIIMEIMILMDIIIIIMINIKOMMIEMEIIKU&W SPECIAL CUT DITCH C TOP ELEV=146.8' SEE DETAIL D --�`� =��Wm��WSEE DETAIL B _-- ` SEE DETAIL WOODS -- ____. ��;,? e, �� Q 'i•ate r� N N > ONI- <6101� ,_. . CONC <6HW� --------- � HW ' � W W REMOVE HW W e co , -co O CO �m H PLUG & FILL W/ — - - - N O • O o — n PLOWABLE FILL -PLUG & FILL W/�I II o - - - ~ C 95 S&L 3�"BST �� O .. — 0 1 _ i- - FLOWABLE FILL �H J — - o O O am 001 - — 2GIB-WSF REMOVE D 2GIA-WSF _ 2CIB WSF - _ _ + O I r I <6102> I I I —L— I j j DI C <6106> 6109 18" RCP IV - - - - I - - REMOVE DI w - - N O f 26' -T -760-+@U I T -fir-M <610 3>T- WEM0�%E-DT_ T z T z T -Z5-e-0'5.�. "-E M T L-765+00---L----T-72" Ir 6 ---IV-REP--4 -- G1 t1 --1-E -RC�I 11 L <6110> PROP. TYPE TBARRIER -- Q+00 u NE �� (BURLED�A I W'!4, = -2GrB WSF - 2GIB-WSF - o 4 - — 2GIB WSF �7 l �� 7♦ •' Sl 30" RCP-1V - }� _ t COL r i - Q� Ih o o PLUG & FILL W/ -,,,,IL= �� 1-95 NBL 37'BST m 7e I h Q — — ��e - FLOWABLE FILL +� ❑ Cl— �r IF - �� 11 N n �\ PLUG & FILL W/ 1 I . i en_ I —' �\\ /A$LE 1tL rt� o < .) 1 m/ < U PLUG & FILL W/ CO NM I _ CA -1 FLOWABLE FILL OUTLET DITCH DESIGNED PER 8:/ 8:1 U N_IcalNEW YORK DOT DISSIPATOR MET OD �-, N ; W J C C F - e . . . . . . . . . . . . . . _-._------ P �P. . - -. .- . . F . . . . ------- ---- --- . . . . . --_.-----------------F-----------------------�N�ODTS� <6108> --F ------------------------------------------------F-------- Z 8 TON CL B RIP RAP WOODS )DS <6104> 21 Y OT TI , CHANNEL CHANGE W SEE DETAIL S. . x Y- X Y X X y . . X X ��x. . r APP X 8 W SB -`` 48" WW WASRW `L 3.,i' - .,i. . �. X x x x X�x X X ♦_♦ RO - 4J u ,. �. . . ,_i ,_,(- -Lr!_..�sl. n n ^a ' ^,� .Q Q 9).``Lr�?LrPn-r.. ur. , r. Iry r . . . . fir^ V PROP.V�OVEN WIRE FENCE W ✓� — — — — — — — _ 'z �rPROP:MOVEN WIRE FENCE V �� -PIfE _� PO PUE PUE PUE PUE _PUE— — PUE a'M— - PUE— — _ Q �— PUE ^ — —PUE ,M—PU • it E PUE PUE ± \ _ - _ - +57.88 132 TON CL+IOfl190 APF / - 0 140.00' RTC `� e ± " / 140.00' RT 190 SY GEORAGELE7—DUE—F\ / " `� \ +22.00 140.00' / ± ± A • \ -L- PT Sta. 763+57.88 159.00' \ 159.00; / 0 • \ \ �, . `� I •• / AL i 173.00' 173.00 ., �, .�i � / — —BIM— —/ / 00 LO / 191 w WEEKS FARMS INC w z DB 2636 PG 655 cn z Q zi w -L- LD w PI Sta 761+15.78 PI Sta 770+75.39 A = 0° 0/' 06.6" (RT 1 A = 0° 0/' 31.4" (LT) ip D = 0°00' 13.8" D = 0°00' 29.5" co L = 484.20' L = 3/0.28' T = 242.10' T = /55./4' 0 R = 1,500,000.00' R = 700,000.00' SE = NC SE = NC RK 0 DS = 75 MPH DS = 75 MPH ft ,_ w P:(919)878-9560 8601 Six Forks Road,Forum 1,Suite 700 0 Raleigh,North Carolina 27615-3960 —0ID ALL EXISTING ROW FENCE TO BE NC LicenseNo.F0112 oN c q REMOVED UNLESS OTHERWISE LABELED. FOR -L- PROFILES SEE SHTS. 142 & 143 Engineers Construction Managers I Planners I Scientists ACC , www.rkk.com II - ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions cr PROJECT REFERENCE NO. SHEET NO. 1-5986A 62 co R'W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER \4P9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 193 H & J FARMS INC DB 2662 PG 503 END TIP PROJECT I-5986A BEGIN TIP PROJECT 1-5877 —L— POT Sta. 776 + 03.71 (I-5986A) BK = -L- PT Sta. 772+30.53 —L— POT Sta. 776 + 00.00 (1-5877) AH T— +03.71 CO +30.53 140.00' LT 140.00' LT +03.71 EXRNV LT W R o PROP.WOVEN WIRE FENCE R W — _ _ EXISTIN R/W r�, . . LATERAL ABASE -0il`E ‘L� t J • • • • cC3 cC3 0 0 cC3 Z . CO6 P 11 I 11111 Kill 111 OW M•M M•M I..W.I M WN N.I I hlii.Mg I I I I I I I\IN � SEE DETAIL D r�� WOODS 11110 VIM W FN F �. F-71'II \ 'I FES \ 15877-2 CO Ik 11 0 1 9.5'BST II u�- II o _,I _SBL 0(BST • /-95 SBL 37'BST - 11 .� II + o1.� = II N I -L- 1 -L- I PROP. TYPE T BARRIE_R 1 DI CONC PAVED DITCH o II N. _ � r��^ - � - -- 7� � --�----L-L---�----L---�-MTL-L--- ----L---�----L--1- -32G' - T N 25°TeV'L2/.5'I El -L--- 3.'J75+00 -e- --- ----L--- ----Z--- ----Z--- =---L--- ----L--- ----Z- N. ■ �O` _- _ ------ _kl _ II . , IR _ _ 5l 1)'RST d I r 1-95 NBL 37'BST II II —� — II 11 ) c• _ II 1 /0'BST I I iI il J II II UJ N CD 1 II ZF _____, Z =--- — - - - . . . . . WOODS J 4 " W W C = _ _ - X - X X r r x x_ 1�',' x �4 y_ x X— x X 48" WWxW/ISBW X c y-r�—y X >< Y, uu x X X X x X x��C X X X x 8XW /IS W a1 R AL _ _ _© EXISTING R/W — —W CV CV W PROP.WOVEN WIRE FENCE — — �° - �P E— . P .� E U . . +0.3.71 . . . . . . �g Q ± 4-240,Q1 EX RAW RT / +30.53 +03.71 „ �, 156 00 I 146.00' _ '1 : 140.00' RT 140.00'RT I SEE 1-5877 PLANS / \ i w 191 = WEEKS FARMS INC DB 2636 PG 655 cn z Q w w cn 0 a) U) -L- cn P1 Sto 770+75.39 A = 0° 0/' 3/.4" (LT) D = 0° 00' 29.5" RIC � L = 3/0.28' EL , P:(919)878-9560 T = 155.14 8601 Six Forks Road,Forum 1,Suite 700 R = 700,000.00' Raleigh,North Carolina 27615 3960 N 0 3� ALL EXISTING ROW FENCE TO BE SE = NC NC License No.F-0112 CC DS = 75 MPH N� o o REMOVED UNLESS OTHERWISE LABELED. Engineers Construction Managers Planners Scientists FOR —L— PROFILES SEE SHT. 143 www.rkk.com �� ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. I / PROJECT REFERENCE NO. SHEET NO. ALL EXISTING ROW FENCE TO BE /-5986A 77 co REMOVED UNLESS OTHERWISE LABELED. RW SHEET NO. S 54°01852.76' 'g5° E ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER b S ° 54 ..Jj " E N 52°55'28" W 46 262.87' ECM (' DOCUMENT NOT CONSIDERED FINAL �� UNLESS ALL SIGNATURES COMPLETED l w O S 62°04'19" E =, - - S 61°55'26" E 136.98' 6' c0 M <v 117.80' ivo -tt cs, z 0;') • hill 0 \P- = 0 / 0 " 4. ._., . .„,. 147 w ! . BEGIN CONSTRUCTION BEGIN GRADE N ® 145 EUROCAN ENTERPRISES INC ii) DB 8247 PG 485 -Y9A- POT Sto. 10+00.00 -Y9A- POT Sto. /0+50,00 I N MCMILLAN, GWENDOLYN SMITH, LARRY ODELL PB 134 PG 87 Z DB 4172 PG 246 `'r' & WIFE BOBBIE SUE L Q6 60° 2 13 . 192 54' • • -Y9A- POT Sta. 9+65.00 -Y9A- PC Sto. 11+41.34 = '` - N DB 4355 PG 349 �•• .gam 55 � s' (, •e��° PB 122 PG 134 PB 61 PG 87 w '�` r� w • W/LCO M 143 �?. k)41411 N; �I■ 0 P . 00 MYLES, HARRY „ -Y9A- PT Sta. 14+6/.05 ISBLK BUS i'G' �' I 'Cr `b o <" N DB 7920 PG 801 ti a' I ..r ,. Z M o z I--- , N e ) ,--- z�l F BUS • 1 McMILLAN, GWENDOLYN PB 122 PG 134 DB 4172 PG 246 a� �~ r - 146Uri 54" CHL WD f' ` �' � ',__' �bj I o-- I W/LTp� � �' �PB 122 PG 134 �r X 144 STEPS,--------_- ; �4'� J J ; CO`� NII ow JMJ REALTY INVESTMENTS LLC 4' ' Iz ISFD a ' GR ; +50.00 r�', � ' DB 9736 PG 224 ; XXOCORP • ,a� 0 00� ; 1 C/O 'MES .� CO E of I MYLES, HARRY' 1 95.00' PB 134 PG 87 M MC' .TYR END CA --�-�6"CONC SW ' I DB 1116 ' 4 ' �, } # '# z DB 6630 PG 503 ' I r "'L�_ - PB 112 PG 61 ( +89.00 6.00 25 -0.00 END FENCE ; �' 1 ; 171.00' S7.83' ) '0.'7' _t,; ' 1 0 0 1. F'k'is 'Q ' 25' 3 9' � . 83.00' ti �i°' ;,3..0' "':'7�\,11.°±...:0,5„..:ts-zn MTL Y ' W/LTiv♦9. 87.00 79.52 LTc ;� , +90.73 v1'C 68.00 +80.00 .> W/2LT SPECIA �L B'SE DITCH O Raw ;o : a SPECIAL CUT DITCH 42.03' o +05.00 40.00f �� N/ r+ 56.22' J o I 'EE DETAIL C CN ) ` 0(TYP) + w50.00' J Q +25 GR, 1 +68. 0 AS:o. ErQI?. i�NCBL 46.00 Q _•� �. ..50 � SEE DET ` "'Ix- +75.00 AIL B w f. G �ti napt O_ /»d 7Cr 68. 5 I t.,i_ nu r ro -- C r 45.T �) 'On '; 1R/ '/':�i B ��" viV � �� 7� ■o TO EMT. 41.61' 4.)u rn E A C �� EXISTING EIP4i.�.x . r4T�ri•I '`yd' `Cl� d, `f� _ ��F '�«� AIM O�� XISTING R/r, - _ •• C R/W "y v --- _ CONC CUR =, - V - . PpF-- ,,w EI ,, r � 15, Rip • id 1 43'BST �� .��.��tiokkic f770�j ; u > sS > ��r�■ . TC-' �� ` d IIr rINRD 2" ��,j�,gyrr ��_0 in 10" PVC C t_ /0 1 Y-113,' !Cc =! r o =7 �:7�►��/ r � • U71 0� 24 ��• �� l�F St cc N 2�i�00in Ir/S�RD .4�F1'T _�Erawn_ _ _u ��..,�;� �:. +X/ ANCRiw 0 coo I - �- . - :I O -- 0�� T..!! =� �2 , ~ mf.�.~� ' �';�` �w ' -r 1�_ ■ ° 48 48.4" E W1 8 c\ - - - 2-' 1 �'�k • „a Lt -� o6 '- :• <770� isS 61 N � - _ _ _ _ � . �.�, - ,_im �r T.._ _ F- _ CBFQ_� .r`_= � � 14fa L► �i�� s.� REMOVE -�� .Cam: - - - - -- _ - ---- - ';_• •�wit�15" ' �.5� � f�� \�)01-- 71.:/W LC)0- . Li �• -___-_ ® EN30" RCP-III 1 E ow '� ' © ��E `� LAE�2AL BASE DITCH +00.00 SPECIAL CUT DITCH iO•l ' Q 28.31' . . ' ' oit:� ;o ; P co, /P �� C SEE DETAIL D 4134 +60.00 C---- �: 770 111 ,,, . +50.00 28.45',',0. '0';, 40.00' HT +00.00 © -- m'n - 1CB 40.00' 200 MEDIAN 30" �� 'P) -I -- Cep; a = +21.00 PU TAPER `j I� r F /I-- 60.00' o' To 8' �l�j�l��- #"STEPS eili �r� Pki Z • ' ; HTR LPG I Poe PR 8 TO L 8 RIP RAP P OP WD CHICKEN FE/y SY �EOTEXTfLE- �I STEPS N Coop GOFF JR, BARNEY B & .R7� ti 136 Q - WIFE DB 8 46LPG 1107g 00 END FENCE 4END CA ��N W/R� (V �° MCMILLAN. GWENDOLYN 139 140 PUE +50.00 ; °; 4 PG 186 F-1, +79.00pB 58 o +17.00 X 4:,,., 90.ORT RTN MYLES, HARRY MYLES, DOROTHY N125.00' 119.00' _ ` ` Y9A +70.00 `` pg $449 PG 1606 MCDUFFIE & CLEVELAND N o 115.00' RT 138 0 o Pg 109 PG DB 4135 PG 867 1 PUF �, MCMILLAN, GWENDOLYN �, o X o o ,.,; +39.00 1 / DB 4172 PG 246 00 M S 6I°56'26" E - °3 'S5" 156.00' N 119.88' M o 11.04' a cli:: N 0:3 EIP S 61°35'S3" E N 61°35'53" W Q 109.08' AAAA INC '0 �, 89.90' - DB 4908 PG 144 G<�` cc ° I r, 2°03 oo 37. 2 co o L i or Hi � o 1 / n in (n o ° 1- . 00 w Li] N W N V 0 o (\; Cr) U7 (n M L z ALTMAN, DORIS ELLEN LIFE n_ DB 7467 PG 694 co L -> 119.94' -Y9A- C P1 Sto /3+01.45 0 A = 7° 5/' 42.8" (RT) D = 2° 27' 32.6" L = 319.71' IWO( ,_ 0_ T = 160.1/ TRUCK APRON P:(919)878-9560 8601 Six Forks Road,Forum 1,Suite 700 o R = 2 330.00' �� NC License No.Fr0112 SE = 0.04 !, , • PAVEMENT REMOVAL Raleigh,North Carolina 27615 3960 0 5I DS = 50 MPH Engineers i Construction Managers I Planners I Scientists (Ni o i _ FOR -Y9A- PROFILE SEE SHT. 187 _ °' I FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. PROJECT REFERENCE NO. SHEET NO. ALL EXISTING ROW FENCE TO BE 1-5986A 78 co REMOVED UNLESS OTHERWISE LABELED. RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER i- ) Q Z DOCUMENT NOT CONSIDERED FINAL c UNLESS ALL SIGNATURES COMPLETED co �' Z� O� w Eo , • END GRADE � � LL 156 `-SR5- POT St . 45+67.18 = -Y9C- POT Sta. /8+95°00 z TURPIN JR, CLIFTON L -Y9C- POC Sto 16+00.00 w DB 2923 PG 481 1 ``' -Y9C- PT Sto° 17+45°59 Q N- • OODS -Y9C- PC Sta. 14+23.59 M / END CONSTRUCTION Ln CD il•, ® z L,.., _Y9C- POT Sta. 19+45.00 161 • POND v Q SHIPMAN, MA'Y E ALLEN, BEULAH M ` alf Q N DB 2287 PG 469 UNKNOWN �o DB 2454 PG 13 i z PB 38 PG 66 O PB 38 PG 66 . .. o +43.38 0 83.67' LT 1 +70 o -Y9C- POT Sto. 23+66.06 1 ,` ' END INCE 41 .. POND +10.00 UY "'� OODS CO END CA 42.00' N _ --- . 4' _Y9�O0 80.00 24 -r : ./ r - - ---_- '� - I-r- - ' iriii xi R 74 LT + 50BL +16.00 + 0 i w AT 1 END 30.61� �RADE To -D:- ` i°�+/C- - - _1-�s�rsi WOODS :. +90.00 TO 63.00 63.00 .�' -��.� V' \I - -ri �� i• 1" . =.:.�� _ -- 35.00' EXIST. I..° teals ��iL _,��-�.� -•••./•�.�', ,'.� �, ` ram _a �_�T �r � , --- -E- E uR/W +30.610 a INMEMI � i, )- _ � Y �I _ - 9C- N�28 GO,1;..IN FA,QJN RD`� ' 0 \ SREti -Tt i =1'� - c\- Ss-- _x ♦ , M - T, ._,.. mill _ -------7-7::_--------_-__ ______ _ o _ o f� ss 0„ PVC ,. 01111111111. co -ss -CD tn `= � ,o �� c� r.- - .Io _ - 20+00 SS " to .� _---- willi �� c`l „ Pvc • Vf Da III C III mil goo_ rs � �-r: 15, E --- BY3-248 Ull III 8 CUT D,TC I R - - - - - -� - SPECIAL I UT BASE DITCH NI OW .•EC�E�pETio. 8 t ______� C -Y9C- +45.59 - -w- - - - II Z __- 111�� til © 29.39' RT -SR5 PT Sto. 44+97.17- s€�' BEIAIw_ II '__F �, = 8'CON` = IO •► Oigmi .=50 - R5- +00.00 PUE II J - ....- of SET; -� - 45.00' RTPUEA.I�t� C + OFF in L , MIN I i a PUE PUE +36.00 !�'r+' ►'►� tNn +03.43 In o d D N 50.00' o MEDIAN TAPER END FENCE 64.21' "' k, , -Y9C- 00 I / 200 MED END CA 1h I +67.17 -� J g,:•00 10�I► _ 8' TO 0 -Y9C- +00.00 -SR5- + 8 0.00 1 I m Q Qiiik50.00 RT 45.00' LT ,, / -� r o • N N N ' i -- LATERAL B SE DITCH, PINESct, \\ N in 159 N SEE DTAIL D TURPIN ��8 , 10.00 1 45'1 `�' v7 i RENTALS LL 60.00' - l / SMITH, TONYA A I DB 561: PG 448 / & AMANDA L CA'ROLL I / DB 857I PG 421 160 / I / QJ�' PB 37 PG 9 PINES C C/ UNKNOWN c \ +10.00 • JO- 1 pi I PINES 55.00' V I _ L /\ �\ i LI (n EL EPHO �. 8 % x6, POUND yED ;0 T -SR5- +16.41 + - .00 -- � �3 e, L.,„D REC;„ ` I T y \ 45.00' LT •„\55.s I' / / cc . Q , /UP :• , 'OHNNIE MCLEAN -SR5- +4:.71 \ +25.00 \ + �� 55.00' c9 e'B 4,54 PG 45.00'LT 20' V \ `� (. i� /� C' +40.00 LO +95.00� • A �� z j nAy 90.00 cr) --at //0. ' +23.00 _ 87.00 w - Q w _ C SPECIAL CUT DITCH / I • N SEE DETAIL B 40 N S 76° 10' S4°1��o TF�\�'� / 6 6 00 � �, .- /3F °N 158 N1 P Q `"'= N w �Cl pFR �F�11F�e p,OT : +60.00 j WILLIAM OBRIA JOH w Cr � WI•Ailwilill11111111 . �oos3® ECO `�rf�,TY 64.00 DB 4024NpON LIFE ESTATE 3?8 F _ 66 0 N _ -- ----- PB 37 PG 79 LD Lii1 1 N ---- - R +85.00il CP N 20' -SR5- +16.4 Oft 62.00 _� ©o (TYP) 45.00' RT * +35.00 a) VI ,,3 r -SR5- +43.71 °° ► ,� 70.00 • PAVEMENT REMOVAL 45.00' RT pUE +20.00 t� +38.00 • c eon } Z 75.00 86.00 -Y9C- -SR5- FOR DITCH DETAILSSEE SHTS. 2D-5 THRU 2D-6 rn PUE +23.01 O C 0 PUE. 90.0 P/ Sto /5+85.2/ P/ Sto 37+95.65 P/ Sto 43+54.74 A = /2° /3' 04.9" (RT) A = 32° /8' /0.2" (RT) A = 87° /5' 44.6" (LT) RI ft ° 0 ^' • ,, D = 3° 47' 39°9" D = /0° 36' 37.2" D = 22° 55' 05°9" O +63.00 -SR5- PC Sto. 41+16°41 . P:(919)878-9560 104.00 L = 322.00 L = 304.45 L = 380.75 -SR5- PT Sto. 39+43°7/ 8601 Six Forks Road,Forum 1,Suite 700 T = /6/.6/ T = /56.39 T = 238°33 Raleigh, North Carolina 27615-3960 o3 R = 1,510.00' R = 540.00' R = 250°00' NC License No.F 0112 MILLS FAMILY PROPERTIES LLC s o SE = O°O5 SE = 0.04 SE = O°O4 o 0 97. Engineers 1 Construction Managers 1 Planners 1 Scientists �/ DB PB7274PGG4185 23�0�3`F DS = 50 MPH DS = 40 MPH DS = 30 MPH FOR -Y9C- PROFILE SEE SHT. 188 www.rkk.com °° ° FOR -SR5- PROFILE SEE SHT. 197 Responsive People Creative Solutions ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. PROJECT REFERENCE NO. SHEET NO. —' ALL EXISTING ROW FENCE TO BE 1-5986A 79 co REMOVED UNLESS OTHERWISE LABELED. RAW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER pO � ,� 'ti Nqp 8 �� / . Vd4 2017 F. 11 h) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED / / / / 8s•oo M -S2 10 N w „ / / / / 0 / / BAGGETT JR, TALMAGE S. �, MARY B RICE & DEBRA B MOORE .Z)Q —Y10— POT Sta. 9+00.00 DB 2373 PG 103 I • w. W to O / BEGIN CONSTRUCTION BEGIN GRADE +77.00 —Yl — Sta.12+IO.IO —YIO— Sta.12+60.00 Y +45.00 80.00', 90.00' +15.00 125.00 +90.00 +50.00 80.00', 90.00' BLE/i/p 120.00', 130.00' N 50.00 ,,, / 30.47', 50.00' <> <; TO EXIST. +80 00' �; PUE 1.0 im— EXISTING R/W ��O PUE <' PUE PUE PUE - PUE PUE PUE o UE PUE END NDFENCA m W <j +50.00 W mmo. mum a 80.00' LT T F ♦/� v �� EXISTING R/W 29.16' LT R ------------------ V♦ 10+00 _ ---- ---- --- ---- ___ F ____ --------- -------- V Q W miiiiiiiii 7--°?(° BAGGETT F /6' ti W _ Ro 20'esr lV l3°50' 15.4" W ———/5-700 a ----EXISTING -� � EXISTING R/W am x�=, 15" RCP p 8 N i - -Y/0— N N ;�' - EXISTING R/W �� < , f_254 - FILIMIEliiiiii::::iii • O ;t„: SPECIAL CUT DITCH �C ` O SEE DETAIL Bhill,110111011.10111 e� _____ _- —�-f �� _ ' + E ----- �— AEU TL-3 +30.00 +60.00 ow) 30.38' RT E ��l��—_ iiiiriiiiiiiiiiiiiii�r� ��tr ��PROTECTION w 30.21' SEE DET - 40.00' SPECIAL CUT BASE DITCH t!� F trrFrrr��irr rrrrrrrrrrrrrrrrrrrr CO SEE DETAIL F / ,:(i):: • i / SPECIAL LATERAL BASE DITCH rrn�r�r�ru� iii��rrrr Q CO W SEE DETAIL C +00.00 +90.00 '� �� , i 57.63 78.80' �� '� +00.00 O �'V 80.00' RT a- (,, 0 m +85.00 w '`Pr115.00'is - W 410 —YIO— PC Sta. 13+50,00 pi Z 0-7 WEEKS FARMS INC atii DB 9470 PG 646 "'I Q PB 134 PG 133I 1 / V 1 ElliCC c9 COL W i I- w w Cl) z W Q zi IZ a -Y10— w P1 Sto 16+88.06 \\ A = 3° /3' 38.6" (LT) ip D = 0°28' 38.9" a) L = 675.94' c; T = 338.06' c R = 12,000.00' W SE = NC OS = 60 MPHft o RK P:(919)878 9560 8601 Six Forks Road,Forum 1,Suite 700 6 Raleigh,North Carolina 27615-3960 o�+ w NC License No.F-0112 o-51 FOR —Y10— PROFILE SEE SHT. 193 Engineers Construction Managers Planners Scientists \EL www.rkk.com `� °' I FOR DITCH DETAILS SEE SHTS. 2 D-5 THRU 2 D-6 Responsive People I Creative Solutions cO�-0 PROJECT REFERENCE NO. SHEET NO. 0- 1-5986A 80 -Y10- -Y2/- \co Rw SHEET NO. ROADWAY DESIGN HYDRAULICS NAp ENGINEER ENGINEER 4I PI Sto 25+73.95 P1 Sto 29+87.38 P1 Sto 36 4 0.21 2 (RT 1 8,3,Nq 2 lda A = /0°08' 00.3" (RT) A = 7° 01' 11.3" (LT) A = 95 23 \ D = 22732.E D = 14/ 24.5 D22° 55' 05.9" L = 4/2.09' L = 4/5.34' L = 4/6.3/' T = 206.58' T = 207.93' T = 274.80' R = 2,3 3 / 30.00' R = ,390.00' R = 250.00' i SE = 0.05 SE = 0.04 SE = 0.04 4 DS = 60 MPH DS = 60 MPH DS = 40 MPH / DOCUMENT NOT CONSIDERED FINAL 0 UNLESS ALL SIGNATURES COMPLETED / \I•P \ Ilt eV • LT +99.98 50.00' LT / \ F ,�� +77.44 66.66' LT ov ,4) N 4/ 00 11 N N N O \N Z \,._ b9 d,ii,>z:), / --; V \ qpC O \ +63.01 I ^ � p3 k35� ��\ 78.70' LT169 \\ GSe S • • BAGGETT JR, TALMA GE AGE S ��5 ��p� \ �\ MARY B RICE & DEBRA B MOORE / \ 'O,� `• �009� \ \ DB 2522 PG 513 ��.',` 2GIB WSF\ 0� \\ F ATERAL V DI` �k, 10 oA\� °` o o �\� -Y21- PT Sto. 38+11,72 SEE DETAIL K ��l z 7- / , 2 TON CL B RIP RA' ,, \ �c oo � z N 7 SY GEOTE TILE ` \ -o rn \\ :/laWilli �'�', 2G B `\ N 8/° I3' 26.8" E N C DEPT OF ?Olr* \ \\ of WSF W :ANSPORTATION _ �� / \ 1300� \ LU F Jim -4 \ 6 .S iii1P4R=180' Y21 +00.00 � \ 85.00' LT END CA .�� 02 -Y10- +15.00 to �C� `\ 0\ Vil �F LATERAL V DITCH END GRADE END CONSTRUCTION W •03 SEE DETAIL K25+00 s LT t\, .\��` R +00.00 -Y10- Sto.33+75.00 B10- TT StoR34LMA E S 00W \ `` FSE ,` <500$>2 TON CL B RIP RAP 60.00' LT M RY B RICE & DEBRA B MOORE ♦♦^^ .' .04 0� O �� %joy 7 SY GEOTEXTILE +70.00 DB 9074 PG 822 v♦ -� ��-� i, `� 85.00' BK DB 800 PG 326 o \ � �� "�, 2GIB-WSF <, :i` LATERAL V DITCH +00.00 BK DB 800 PG 347 -- __ C'° �00� SEE DETAIL K +14.00 o �r 2.•I B- F Y Q o 05 L 54.87' E ' •• 0 � 15" 'CP_t 2GIB-WSF` \\` E 54.00' +20.00 A0'BLEND o Va;�i];� :00 :REU TL_3 44.00' TO EXIST. 1 ill •�� mil - _ if 8 -- c R +86 00 +75 00 �- o �� xrsT�Nc Riw -- R 53.00' +75.00 IP -►W ILO ��_ g - 2GIB-WSF <8001� or N o _ F _ --- WC 4E4.00- 30.17' LT +00.00 ir ;0I'1 _ _ Y/ SPECIAFOT i �3 N 15' RCP-III 2GIB-WSF mftal 4_� 0 - SEE DETAIL B 4 251 80� _®� F 30.20' �� - v m 51.05' _. © N /3° . _ 'C -EXIST_= �- • ��----__-- - h "' - �7 -._._______- ITS1- - GREU TL-3 r MCA -- u o s 57 05,0 W :•� GETT RDo ;� �. -- __ 1�l _ - - - vr 1 IrArAr �---��i.:.�JIMMIMMIIMMINMENNEW4'!-7- ��J•�� iiF --------- - ---- 1151 - Kr- i - E�D1�iA#t - _ - ��C o LATERAL BASE DITCH <¢00 a �,��m�� Ii �� ------------- � Y - _ - - ND FENCE �� nd� �dl PDE 3N0Hd3 <8011> / C END CA SEE DETAIL D 2 TON CL B RIP RAP "-' LATERAL V DITCH ,PD PDE 25' PDE PDE PDE _ -Y10- +15.00 7 SY GEOTEXTILE +25.00 SEE DETAIL K �� F� I 1 70.71 RT I I +75.00 (TYP) EXISTING R/W 4. DUE DUE DUE DUE 85.00' +05.00 +35.00 �� ;� 57.33' LLI 61.53' I , , �, +00.00 65.00' I c'i +63.00 29.80', 35.00' 01 Z -Y21- POT Sto.38+35.80 = + 7. 00 +45.00 I '��)c 79.00' � � 117.00' 79.00' � o co J -YIO- POC Sto,27+04.45 I I I I -Y10- PRC Sto. 27+79.45 ;' ► -Y/0- POT Sto, 34+27,04 1 (, I Q aI CC -Y10- PT Sto. 31+94.79 co 2 n al pI 1 I I- W w cJ) z 174 3- c-, BAGGETT JR, TALMAGE S MARY B RICE & DEBRA B MOORE LD DB 9074 PG 822 w BK DB 800 PG 326 BK DB 800 PG 347 a) U) cn C ro _, RIC ft 0 j P:(919)878-9560 = PAVEMENT REMOVAL 8601 Six Forks Road,Forum 1,Suite 700 Raleigh,North Carolina 27615-3960 �� ALL EXISTING ROW FENCE TO BE FOR -Y10- PROFILE SEE SHT. 193 NC License No.F 0112 o REMOVED UNLESS OTHERWISE LABELED. FOR -Y21- PROFILE SEE SHT. 195 Engineers I Construction Managers I Planners I Scientists JCL www.rkk.com Lo � ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions o- PROJECT REFERENCE NO. SHEET NO. cr l-5986A 8/ co R'W SHEET NO. ROADWAY DESIGN HYDRAULICS N 66°44'30" W ENGINEER ENGINEER X 4 3 7.68' O w N 69`10'12" W A A� 28.55' 5 �A* o DOCUMENT NOT CONSIDERED FINAL \ • \ `\ \ 0 �'cA UNLESS ALL SIGNATURES COMPLETED OA_ � 2 o a, o 7gIo.00' 3 7, K c0 z X S 66°44'30" E X w X 407.10' I_ 0 X w 189 -Yll- POT Sto° C+00.00 -Yll- PC Sta. /5+60°42 DRL PROPERTIES LLC _._ / NI +42.00 ``' DB 7465 PG 238 LO 184 185 174.00' +59.00 PB 95 PG 37 1 BAKER, MYRA H • �� 163.00' 184 X BAKER, TONY M & J o Ni X DB 7613 PG 190 WIFE MYRA H +19.00 Q C' +50.00 N W A�� PB 109 PG 120 DB 5474 PG 34 137.00' 149.00' BAKER, 7613MPG 190 Z W � YRA H �� oo PB 104 PG 91 PB 109 PG 120 I +35.00 �\� STEP �LT '�(�� Li 110.00' LT Mr N C DEPT OF TRANSPORTATION x Ito I I I w G +40.00 +55.00 'OG� +28.00 �, R --��=�-� W DB 6731 PG 291 m �I I� I w D 51.73' 65.000 - _ M I I 1 0 in 1SF 9 .00 o --�--_� ��--- F 2SFD 70.00' 76.88' _ LU fi 1 I1 +87.76 N +35.00 +75.00 D,ABAND) 7122' v �' ��- __ w O1� v/ 60.00 63.00 AilrAi�= F LATSEEL BASE DETAILDDTCF ' c� I z cc W II I I I` `: PUE PUE PUE �; PU v F --��-------- 48" ww W/3SBW x I I \�� \ +00.00 �w p c ;�` ��___�___-- ww wisBw X ° x x x o x x x mN II \ \ 1\ 29.54' LT °° R __-_______- �� F 1 I �� \ 0 kY571NG-R�1"r-_-- X )< X Z. O :n1 I I EXISTING R/wSPECIAL CUT DITCH - -_ �� ,.�.� GREU TL-3 - EIF� 11 SEE DETAIL B��--- SPECIAL CUT DITCH �8102�. /6' 5:/ `� 7 O \� BY5-255 /6, 6 _ I 119 I C SEE DETAIL B 1 ) �� o I N^ S 67° lT 34.9" E a I �► 1:5:28. .. N- • II N �/5+00 N 20µ ildrirzt ii='�"cli I� �1 � C -.. <8103> 15' /6' SPECIAL CUT DITCH /6' - �/ \GREU TL-3 _ • E1P.III I` II I T SEE DETAIL B �� . _ ► )� w�', N U) x I � X `�� < �I --- EXISTR/W BN N I I I I I I ri�X �1 EC \ C I� ■/ =-� ---�- • O� 1 II / �0 30" WW t 35.00 \ o E E �. �� ' �� X X X 42° 3SLEC I I 1// / �� 8' SOIL30.18' +50.00 �?+90.00 0 v �----------------- ______7 DITCH I F__ SEE DETAIL Dft` _ ` //yl "/� 50'BL ND " v 46.57 55.26' C. �� -�� • r N I Y,• BK M. I +95.00 r- © ��--- 1 / 2S HTR STEPS TO EXIST. ILO ,� +15.00 PUE ��-� 4 60.00 �, - % 60.00' +02.00 PUE ��1 20 TON CL B RIP RAP-F "' 56 SY GEOTEXTILE W ii I I-T !JI ' o, : B v' 83.00' +25.00 PUE +23.00 put; I =� MTL r-' +15.00 +15.00 Z I hi I I : N: 1 ! 90.00' 75.00' +6 .00' 12 7.00' 119.00' SIC 103.00 % PUE 6?60 8I I ; +76.00 hl 9 �o BK STEPS ** 121.00' PUE - I 9G0 II & PORCH F v ti I0 cr 1): EZ I ti6 N 90.00 N +75.00 Q Nw w BEGIN CONSTRUCTION BEGI N N RADE 188 162.00' 2 li il -YII- Sto.l2+00.00 186 -Y//- to.12+50.00 181 II ll HONEYCUTT, JEROME F VARGAS, RAMON CORTEZ & S 66°59'28" E DB 6921PG 388 HONEYCUTT, JEROME F S 66°59'28" E PB 113 PG 152 WIFE MARIA VERONICA CORTEZ DB 6921 PG 388 45.58' 187 188.63' RECENDIZ PB 133 PG 40 o-I DB 9778 PG 441 HONEYCUTT, JAMES K BK DB 767 PG 233 ci / DB 6921PG 390 PB 136 PG 198 PB 114 PG 117 0 k Q - ti / 1 ti N N - Cr N CO CO Cr Lo / I( N 66°58'Il" W Cn 299.91' 1- w j w ;_ -Yll- °' m ti m CO N N Q PI Sta 18+70.00 N A = 3°05' 02.7" (RT) D = 0°29' 53.6" LD L = 6/9.02' M CP T = 309.58' N N R = //,500.00' v SE = NC ti V = 60 MPH cn 36 90 0 0. 0 0 _, RKK P:(919)878 9560 ,_ L 8601 Six Forks Roatl,Forum 1,Suite 700 Raleigh,North Carolin,_ a 27615-3960 o�� ALL EXISTING ROW FENCE TO BE 62°54.57_ w I NC License No.F-0112 No ] 235.79' Engineers Construction Managers I Planners I Scientists N o REMOVED UNLESS OTHERWISE LABELED. �, FOR -Y11- PROFILE SEE SHT. 194 �C� o www.rkk.com LOCC D ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions PROJECT REFERENCE NO. SHEET NO. ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED. / -' ALL EXISTING ROW FENCE TO BE 1-5986A 82 co REMOVED UNLESS OTHERWISE LABELED. RW SHEET NO. ROADWAY DESIGN A ENGINEER ENGINEER ULICS / ______ S 80°09'21" E �� p 307.42'/ (NI-=(ZV Z. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED / V Ln O N inJR ANDAWIFE ILAURENSASHLEY )1\1°- C30- / JENNINGS PUGSLEY N. SO DB 9867 PG 161 CO' PB 13 7 PG 76 40 o Poan � LL � i^ O 224.96'S 80°09'22" E z N 80°I0'41" W m 52.51' 183 ti 0 DORMAN, ROBERT DALE & o 4,114 WIFE TAMMY B DB 10092 PG 374 0 o lag PB 139 PG 44 -Yll- PT Sta. 32+18.09 N S 8l°13'26" E 0 164.70' O 190 1 O -Y//DW- POT Sta./O+Ils�i�i JENNINGS, KIMBERLY PAM DORMAN -Yll- P T Sta. 36+75.83 p' PEE REr -YII-POT 32+90°00 B r DB 10092 PG 361 O q� N Pq pC / PB 139 PG 44 �o +53.00 PVE 100.00' # N JOHN PATRICK DIGAN JENNINGS N T DB 5871 PG 38 L.'" +50.00 1 PUE90.00' +70.00 SON / z PB 90 PG 105 94.00' '°4 77o ( 1(v. �Q . +65.0 JENNINGS, KIMBERLY PAM DORMAN �� .� ExiSTi 83.00 III SPECIAL CUT biTCM, oISMTLO° DB 10092 PG 361 • �:�l. oNt; R/wr KD SEE DETAIL B '6,s G PB 139 PG 44 +48.00, 8/ \•`��'`'',_ �� + P•)4 • : r : d�:b0 +68.00 Xv ,,nn�� `p q E •�•'Q��- R w F1' ,:ElP Exis 36•::413 t iCr*# 43.1 i" +60.00 =.:: O o_ �;5 I I too +35.00., o 38.00 lP clP OS To 3�f \ ��i`,_ ?iNG 48„ CON 36.00' ,6� , E +83.00 0 C p J .N...1 is tiff A ft ii �o �� '�-e__ I F - J _ E c - E ,C 30.31' o o I �, tn Nr o ['' \ ��_ _,7 .`( __ z� XI$TING R/W / \ N V �I q� c�'� �� T MZe:, • L '*****AA* ^'R#�# �-► ='a te' ----- ,40.2�. _+ _ �- EIP � EP I X I ( ;o y _#�►�4-yi _ �� "'ii E ISTING R/W - - M I _� .�� eI R -EVE - C 15" HD'E,c== , ; n +OST .� 3 N 15" CP IIMINIMNW, : ,_F o T -T- - I,- _-_ _ =L15" HDPE 15" APE ofti ' .. o 0 0 �I: a N //-- SR ' ': D RD 19.5 BST T- --`�- / - -T- - /5' - -P-T _ O ,'� -r : �� :•= 0 S 80°50' /8.8" ` O X 3 3 �- SO/L , I _ _ t�`l =Y11- +30.00 GREU :I �`f _ -------------- --- W - _ _ V ° u -w- TL -w_ - _w- - - - -I- I RHODES POND RD 20 BST F __80_07' RT -Yll- +00.00 -YIIDW- PC Sta° 10+38.55 � 9 O� F ------ -� - - F - - o SR 1804 - --- --- - -- F �� +27.00 X X 2 3SXELEC WD POST -w� - - - - - - - - 1 -w T 1 _80.00'RT �F n Y11 -Y11- RAV .0- a -w 7 - --_ +79.00 Su 1! UT DITC © _ _ Yll +18.09 I ^ v 29.68' EXISTING R/W X __ ___ CP �8„ CUP YlID . PT Sta. 13+'n NE 45.00' X 15"CMP 44 PU o _ ��ETAIL SUE _ 50.00' RT/ PU / I EXISTING R/W M 101.00' C 8 +00.00 -- -� ---- 37.00 �� / ,�1 A `• �A - ---- C -YIIDW- PRC Sta. 12+58.12 //� / Yll 60.00' 29.67' RT o v / c0 m /�/1 - - -! �20 �� x6s�/ 50'BLEND `" X MTL CANOPY Q / / i''o�C' ' ---_ --- _UW-7/ % TO EXIST. ISFD 3 6�° N �"- / SPECaALOQ'UT DITCH // co 40 / // <> ,, +OSEeODETAIL B +95.00 � 'O ��./ � / / +45.00 ` 31.52' 30.00' �� %� / '� 35.35' +15.00 END GRADE END CONSTRUCTION I /, / 55.00' 2 TON CL B RIP RAP _--- 1 +25.00 -YIl- Sta°35+50°00 -YII- Sta.36+00.00 M / +00.00 F / / 25.00' +55.00cc 7 SY GEOTEXTILE 60.00' o' 00 , C/c` // � 48.00' v° 2 TON CL B RIP RAP Cn co %° . W -YIIDW- PC Sta. 13+83.11 7 SY GEOTEXTI LE��+30 00 LO 179 ,�� / 60.00 -YIIDW PT Sta. 15+34.53 F E� 85.00' ANo°wIFRT DALE DORMAN E TAMMY B DORMAN 5 60.00 0 2 .Ob' END CONSTRUCTION DORMA T DALE & �/ OP -YIIDW- POT Sta.l5+50.00 WIF MMY B DB PB 10�92 PG 39 PG 44 380 _ 1 CONC DB 10092 PG 374 PB 139 PG 44 -YIIDW- POT Sta. 15+78.59 z 182 Q co cc op w co ip N / / a) _c -Yll- -YIIDW- 0 PI Sta 30+26.44 PI Sta 12+34.00 PI Sta 12+82,73 PI Sta 14+77,60 A = 16° 37' 46.6" (LT) A = 125° 48' 33.4" (RT) A = 27° 38' 59.8" (LT) A = 86° 45' 25.9" (LT) D = 4° 18' 28.6" D = 57° 17' 44.8" D = 57° 17' 44.8" D = 57° 17' 44.8" RIC ft o L = 386.02' L = 219.58' L = 48.26' L = 151.42' co FOR -Y11- PROFILE SEE SHT. 194 P:(919)878-9560 T = 194°38' T = 195°46' T = 24°61' T = 94°49' 8601 Six Forks Road,Forum 1,Suite 700 0 R = 1,330.00' R = /00.00' R = /00.00' R = /00.00' FOR -Yl l DW- PROFILE SEE SHT. 197 Raleigh,North Carolina 27615-3960 o� NC License No.F-0112 N SE = 0.06 PAVEMENT REMOVAL EngineersManagersl o Construction Planners Scientists �� • V = 60 MPH www.rkk.com \� ' FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6 Responsive People I Creative Solutions