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Home My WebLink AboutU-6018 Revised Buffer Drawings Summary.pdf0- 00 LID ED Q a See Sheet I A For Index of Sheets See Sheet I B For Conventional Symbols ` Al 1156 resen R Dresden R ac, \ 1�2 7 �1158 —�— of BEGEV PRE C� a �l Q U-6018 I Y 1156 610 1299 15--_____ tl, 09 .� � aer L 1.�Zk v r -1154.465 -�L-- 1-.'i4-- •�S � �� ---—--- - - - - -- r - 292z 0 LID C' 116 Q 85 4014Ln ~ 4013 r \ o �► 4012 �� 1 v / 65 g okdale Dx 12 116 OBurton 16 Rd PROJECT 11 + 2 \ orn 4 Greenh v rDr� 12761274 W 0 DULa +� N 12 11 VICINITY MAPATprC G UILFORD CO UNTY LOCATION.- WIDENING OF 111C 62 (LIBERTY RD) FROM EAST OF 111C 610 (E. FAIRFIELD RD) TO EAST OF SR 4066 (MODLIN GROVE RD) AND THE REALIGNMENT OF SR 1154 (KERSEY VALLEY RD) AND SR 1162 (WEANT RD) TYPE OF WORD: GRADING, PAVING DRAINAGE, & SIGNALS SITE 5 _-JI Ij jr - I II II SITE 4 ` Ile i i im p� it I I �• I � — I I Al 1ji —YR-- I I —__ I I I I I I I I BEGIN TIP PROJ CT U-6018 —L— ST j-72*+,_70.901 _ �n I I o y/ % R Z w o ° II GN >� -00 0 BUFFER IMPACTS PERMIT N 0 n Q r� ) SITE 2 I 5+00 Cb _ EXIST. BRIDGE 15-� STA. 52 + 75.06 EXIST. BRIDGE1 Q STA. 56 + 71.20 r 0 SITE 8 dI THIS IS A PARTIAL CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ARCHDALE, JAMESTOWN, AND HIGH POINT CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II GRAPHIC SCALES DESIGN DATA ADT 2018 = 11 /300 50 25 0 50 100 ADT 2040 = 121600 K = 11 PLANS D = 55% T = 6%* 50 25 0 50 100 V = 50 MPH *(TTST 2% + DUALS 4%) PROFILE (HORIZONTAL) 10 5 0 10 20 FUNCTION CLASS: MINOR ARTERIAL PROFILE (VERTICAL) REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT U-6018 = 0.894 MILES LENGTH EXIST. STRUCTURE TIP PROJECT U-6018 = 0.075 MILES TOTAL LENGTH ROADWAY TIP PROJECT U-6018 = 0.969 MILES PROPOSED SIGN L EXISTING SIGNAL I .ice Ce z Prepared in the Office of: i RAMEY KEMP A$SOCIATES 5808 Faringdon Place Raleigh%14rth Carolina 27609 Phone: 919-872-5115 1 www.rameykerPip dom I NC License No. C-0910 2018 STANDARD SPECIFICATIONS APRIL 14, 2021 CLAUDETTE M.K. ROQUE, PE PROJECT ENGINEER RIGHT OF WAY DATE: NCDOT CONTACT.- CHRIS SMITHERMAN, PE DECEMBER 20, 2022 KAYLA M. POULOS, PE DIV 7 — PROJECT DELIVERY TEAM LEAD 3 3 6-4 8 7-0 0 7 5 LETTING DATE: PROJECT DESIGNER Al STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. U-6018 I STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION 47163.1.1 PE 47163.2.1 _ R/W & UTL 4 7163.3.1 _ C O N ST DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BUFFER DRAWING SHEET 1 OF 13 I I i�o I I � I / ITE 3 r— r— O N Q 00 Z LAMr ' �� ads r �� • Q144X ,.E N D CONSTRUCTION —L— STA. 78 + 2 0.00 END TIP PROJECT U-6018 SITE 6 —L— STA. 77 + 86.12 SITE 7 HYDRA ULICS ENGINEER �1 MI ENGINEERING 1011 SCHAUB DRIVE, SUITE 100 RALEIGH, NC 27606 MI ENGINEERING (919) 851-6606 ----------- FIRM PE NUMBER: P=0671 SIGNATURE: ROADWAY DESIGN ENGINEER SIGNATURE: to O w w (71 co s Q I I— w n i W L CON I � Z Lnw �Q N OQ � L o-0 CV -ji I n L az � NZ V o,� ARIAIBL n� 00 R/W o CHRISTINA T. SMITHS o z' X oil — c� / > / I I �I / / J j I I Q Q Z' X I I I I �' /' ��/ KHALID RASHID mc, i // /' ' SAFINA RASHID Q I I I . / LL LL I 0 0 WDRHTL \ , X I I I I wI ` X �\� � •4 may\ � I I -2\\ \ \\ BST \ \ X I I I I D \ I I \ O� J \\�C ��N I=D X > W I I 1 r5 +00 I I \\61 \ II �C \ I \\ X I I \� \\\ o \ �T/y\✓ \e— I I \ �\ ls 90 c 4 W X I I JC /S' \ /S \ \\\ \\\\"xi� �C.C, /(� l �, \ \ SL4=WI1=SM2-WI9' ; O svl301, cE„yoA\��\\�� q�p� �\ _ ep ERVIN R. CECIL w,aM-�00 t Is"RCP �\ BK MTW r �o Ntr, BOBBY LEE CECIL TRUST I I F,Q\ ,,- MTW& 34"CONc o �� \o\ \ \ \\ 8�o X� BOBBY CECILLn 'Q\T \�BST� \\ N� �S k s9,,w ERVIN CECIL II N L W _u GR `�W/LT/ ��\ / W/LT� rn05 / o z BST \ \ �� \_ (� \ \q,p< \ GR p�NO k\k I'll RCP -IV "GONG r- / h �c O \\ 1\ r Fo gCCESS �X�X� 54"WW & ISBW XI I ISBKBUS `N 9-TAN ♦ EN F e�Ri\ 1 \ �� X X X X X X X-J 1 I UE I S C Q�� Z p � 1 1 v � LINDA . T RRELL MTW \'W/LT \ °�� \ \ �\ \ \ TC� G N O c, I I PUE — BST b go I ' �a, s o- nz c,8 ; MTL / SIG o \`�� = o Exls7ltaG w- - _ 1p,V�2L29-�C- I I nn O Q CONCH' ---' S i, BUFFER DRAWING NOTES: SHEET 2 OF 13 1. DRIVEWAYS FOR SHOULDER Oo FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; OTHERWISE MATCH EXISTING. 1 \ 1 / � 30+ 0 I I I I I I I I I I I ' r— I I O PROJECT REFERENCE NO. U-6018 R/W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 1< 14r,/ lk A RAMEY KEMP ASSOCIATES 5808 Faringdon Place NC License No. C-0910 Raleigh, North Carolina 27609 www.rameykemp.com Phone: 919-872-5115 I , Cl) 00 I � I � Q z I l W STUN! I ' 1 2 I BOBBY L. CECIL STEPS ' , O NANCY CECIL 2 ' I O ' BOBBY L. CECIL ICI CL B RIP RAP Imo; NANCY CECIL m � I �I CL B�RIOP RAP ^ 0 5SY NS EST 1G GEOTEXTILE �i TONS SEE DETAIL 'F' SSY PEOTEXTILE �( O SPECIAL BACK OF CURB CUT STA 29+00-31+20 -L- Lt I 15" RCP -IV 0 UE -- PIjE PUE PUE �U� PUE PUE 0 r z I ' REMOVE C R F For C LO F I , C �L-45--- _ — __-- CV —_---- i "'' NM LO EIP niNISTING R/W MTW O O / m \ �� - C _ CONC HW / 1 4"�L_ - - - - - - - - - - - - - - - - - - _ - I BST. Bsr o T cR�\ �"P.1C �s # t-\\ G - --- - s - - -�--- --5� W MIN Mint I � O _ U 0N( 1 L \ - OD o NC 62 L/B RTY RD 24'BST CB - - ° N W C'-INV =82�_ �� p\1C � y `- CB 6"DI AATUR 2g 25 _ _5S_ f� �� 0 6"DI AATUR - - -w - - w i- V=823-B9 __�- _ _ �-w_- - - - - - --w-F�/- = 8�° TAP- 2 - �x - CONS IiW = - - - - -T- - - - - _ - - -�- -w_ - -- - - - - - -- -W- _ -- - -_ ——WTFo-�_ ABAND - - iC�\N� --so- 0`_ i — —TFO— -- ---- ----TF 23, gST + � — — IZ"D� _ — — — — L — — — —T FO— — 7�tNC EXISTING R/W — -Tµ�o _ CONDUIT > - - - 15 — y W/LT / �i INV=822.30 rY RD �� \ T Fo_ _ • \ P U6018-GPS7 PUE C — — — — — — — - — - - S\G \ _ 41 Tp-826.64 I I � DUE D I � It 1� I o f I \ o I CONIC I I c� I I R I G / GONG 1 I CONC \ \ ➢ I I I ABAND -o IG ERVIN R. CECIL BOBBY LEE CECIL TRUST BOBBY CECIL ERVIN CECIL X 1 � I 11 I I III I I � � C I �- I I� I I I C I o r CONC II I I I CONC 0 o I I 0 I o I I I I I I I I I I I I I UI > N o �I 0 I O IN I I I I I I I I N I I ICI I I a lol I 1 I I I ICI I I ICI I I � I I I IV, I U I I w DETAIL 'T' SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) NATURAL GROUND d Geotextile Type of Liner= CL B Rip -Rap Max. d = 1 Ft. FROM -L- STA. 31 + 00 TO STA. 31 + 18 RT EST. 7 TON, 19SY GEOTEXTILE DETAIL 'F' SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) NATURAL GROUND — — FROM STA.29+00 TO STA.31+20 -L- Lt FROM STA. 27 + 00 TO STA. 31 + 00 -L- Rt —L— P/ Sto 20 +09.86 A = 14° 48' 19.7" (RT ) D = 3° 00' 00.0" L = 493.52' T = 248.14' R = 1,909.86' >, ICI \ I I DUE ; DOE f DUE l \ I \ N I \ w PTH '-aJ J- C B 'v -- -- _ — — I W _ — t — W W I2"DI / ISTING R/W Z N W h J DUE D E SEE DETAIL 'F' I \\ 15" RCP -IV SPECIAL BACK OF CURB' CUT \ o L B RIP RAP STA 27+00-31 +00 -L-i Rt \ � T 2 TONS W00 S \I L�j SY GEOTEXTILE N N N GR I a N SEE DIET 'T' E5 f N ' SPECIAL ACK OF CURB CUT STA 31 00-31 + 18 -L- Rt I / I i CL B RIP RAP �E6 EST 4 TONS 11SY GEOTEXTILE SEE DETAIL 'B' L CL B RIP RAP 1 SE7 BANKS ONLY DETAIL 'B' PIPE OUTLET CHANNEL ( Not to Scale) ��..JJ��}}��a� ,� aTural �nT 61,�ryGN?.�Ta <o �i round ark d Geotextile th = 1 O.OFt. CHANNEL BED Len g (Variable) d= 1.OFt. Est. = 4 Tons CI B Rip -Rap, 11 SY Geotextile FOR R/W PLAN, SEE SHEET NO. 213-1 FOR -L- PROFILE, SEE SHEET NO. 12 STA. 31 + 18 -L- Rt DDE=3 CY ERVIN R. CECIL BOBBY LEE CECIL TRUST BOBBY CECIL ERVIN CECIL 1%8 ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 50' 0' 50' 4�__ 100, 150' GRAPHIC SCALE (SR 1300/NC610) FAIRFIELD RD. 6800 8100 500 5100 500 6600 5800 7000 500 800 500 1000 2 018 ADT 2040 ADT 2500 2500 (SR 4012) ALDRIDGE RD. —L— NC 62 (LIBERTY RD) 10700 13600 to z O w w �_ BUFFER DRAWING PROJECT RE�ORiN8CE NO. SHEET NO. �VI II \ ( I \ \ o \ \ I I r 1 \ i / \ �\ \ \ \ \ \ \ \ It \ \ 1 I �� \ \ \ I I / / RM/ SHEET NO. co ARIAIB -0* I• \ � 1 ) "1 \ IIIII \ \ \ \ s `^\ \\\� J �� , - \ \ 1 `� I \ �I I I I I SHEET 3 OF 13 Ri� o 'HR7IS TIN A T.�M��MI i/ \ z \ I / /� \ I I I I \ I I I i I I I NOTES: ROADNGIN DERSIGN ENGINEERS R I I '� I I I I \ \ \ l ( / - -) 1 I I' ' I \ / 1 DRIVEWAYS FOR S C O U I -C Q I w w L 03(J- CzD(S) CON I � Iz Mw �� Q N OQ CAI L o-0 N � I n L az � Nz� N li // I I I \ \ \ \ \ \ \ aJ a -\ I ��' I I I / / _ /- \ / -' / f ( I I / I I \ 1 ` I I 1 1 \ \ ( FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL II % I I I \ \ \ \ \ . \\ I / I / / yl I I ( \ \ \ \ \ I ( ' ' ( 1 l \ I WITH 5 MIN. RADII; OTHERWISE MATCH EXISTING. 6 ✓ 50e� I I l J / / ) J m \ I I I 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH K\HALID )RA�HI� SAFINAAS�IID \ m / / I / l \ (/� , ,I - - FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; 1 \ \ Q \\ h / I / I(/ ) 1 I II i OTHERWISE MATCH EXISTING. WD)WAILLI \�\ �I I \A •HIT \X \835-� \ \ \ 1 \ \ I I I I / / / / / J I / I I \ \ \ \ \ \ / , I/ ; \ 5. - DOCUMENT NOT CONSIDERED FINAL `� �- �\ / � \ � � \ �`�-J� � \ 1 III I � / / � I I I 1 / '� I ` ` _ \ ` \ ,� \Bs I / \ \ / m I I ) / / / / 9/ I I / �'� \ xl I I \ \ \ \ -� / ,� -, \� JA UNLESS ALL SIGNATURES COMPLETED z\\�\ � �`\��Z I I � / � ) \ \\ `. o \ \\ o f + `. N \ \ I \ \ \ \ 5 60 RAMEY KEMP ASSOCIATESs10 jab ��'/// 5808 Faringdon Place / \ 60, \ \ \\�\ 97\ \ (/ \ N \ \ \ \ \ \ \ S \ ~ �2e \ \ I I\ \ \ \ \ \ I \ RalePhone:919-872igh, North '5115na 7609 www.rameykemp.com N cr �/ \ \ \ I I \ \ / e \✓ e I I _ \ •518— � \ \ \ �, \��S=sW� -I \ \ \ / — — �� \{�\ ems• \ I I \ \ \ I I ► \ \ \ / / I _ i m \ \ \� \ - \ \ - - \ Ma \ \ ► I \ \ ► STONi !� I �- -� \ BOBBY L. C€C L EP \\�\ \ \ \ \ \ -� / .� s a/ —�- -�- — wM \ T °�s� \ �2S \ \ ' I� \ / // N A N C Y C E C I L 2 SE vlcE` ti11 \ "1 �� \ �\ \\ \ \ s`m _ ✓ )/ \ --EF�yGN-R: CECIL- �``� I i 'I -" RCP \ \ \ ✓ ' I / 30° F� \ �\ ,F \\�\ F\��Za� k \ J _ BOBBY- LE-CEL�IL TRUSTS nt / \ \ II \ I �I — / BK \ \ �Q \\\ \ \ I / / \ I I I \ a3e o \ '- \ \\\� �k� \ / \ - _ / / BOBBY CECIL / I� \ \ \ \ \ \ i I 1 \ BOBBY L. CEL - - - - ' � M T W r. 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SHEET NO. U-6018 6 NOTES: I- / I \ \ • I � I o I I \ I % 1 � \ \h I I l � % / � � I �\ � � G RM/ SHEET NO. 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH --- I ROADWAY DESIGN HYDRAULICS FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL � `, 1 I I ` i I \ � � �\ � � � � �/ �' �) \\ � \ � \ \ � � � � — —°EB- � -_ \ \ / ' �` ENGINEER ENGINEER WITH 5 MIN. RADII; OTHERWISE MATCH EXISTING. ) : III I III \ / I / >\I I �\ \ ��— l\N A,�� / (� 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH I 1 II Q I I \\ I (m I I — SOP FOR RESIDENTIAL AND 24 MIN. WIDTH FOR COMMERCIAL, / ) . II I / OTHERWISE MATCH EXISTING. � / I// I I� \\ � / I � � L 1i<1 N BUFFER DRAWING 0/ SHEET 5 OF 13 _\ / / /� %'� ' \\ ! J I \� '\ \ , / I \� //////`//_�e- ,' / _ �, �, C0 l 1 / / \ / � .' I � � � -o / Aa �w \ �/ / // /i,/i / / C►� — � � �j, ,` Go 04 ALLOWABLE IMPACTS ZONE 1 06`/ / �/ // N \ / I /// ///"� F l — O % DOCUMENT NOT CONSIDERED FINAL �w / / / Gam/ /3�, — y— �e UNLESS ALL SIGNATURES COMPLETED \ CLIFTON H. LAMD // �' Z � X ALLOWABLE IMPACTS ZONE 2 /1FIR E. MEREDITH �-VOCABLE TRUSS \ 7 / /// >�w`� l / / ` \ �, }\ \ �� / �/ % ///// �/� �� P I %//f� Q \\\\\ ®ANe A. 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Slope ^mNe \ / / 11200 _ j .67'\\\\ T 2. /J \ I I\ (III IIIl 4� 6 / / j -/ \ / / / / "� �/ l / \ V/// ®PAVEMENT REMOVAL 1800 2900 R = 2,864.79' Nov %I 1 \ \ l \ R = 2,l ' (( �j 0'I \ / / / /�/ 0, \ Geotexti ez� \ \ \\ \I I \ \ \ \ I ( II I ICI I I `NI L / i i Y / 9�. ti /I / \ '� �/ m"° Min. D = 2.0 Ft. / e = 0.03 \ 1111 I I III 111111\\1 I \ \ \ _ fro s i�r�l ��e isl(. / I�lll> !' 1 1 / / 0"�/e% j n5ition to exist. Max. d=2.0 Ft. Runoff = 126' I I I I II I I I I I I I I 1 I 1 r l I \ eC _f I `'� I 1 \� Ill \ 0,\ / / / /� /i j/ /bi / �= - ��1/ �j / / / CL B R!P RAP / / / 1 I I 1 I \\\I111 \ \ \\ i / /%// lT'l177"1I 1 '\ "FROM STA. O . 43 +�5 .45+75-L-RtEST:09 �fOW294S�TA GEOTEXTILE FOR RNV PLAN, SEE SHEET NO. 213-3 FOR -L- PROFILE, SEE SHEET NO. 13 FOR -RPA- PROFILE, SEE SHEET NO. 17 FOR -RPB- PROFILE, SEE SHEET NO. 17 2018 ADT 68400 2040 ADT 85100 to 0 N > w rY co m C� Co s IL w CL / 7] :, mg- c9 N Mw CDLL Lnr\ Q c,\] o Q �L o_0 z� L az`} ar vz V n H 32 ° L. FRANKLIN FOX \ \ GLADYS S. FOX s° 33 �° 00 PINE GROVE BAPTI T�URCH� 6 /�� / �O 0 0 \ ti 000 0 \ / //> O 1 NOTES: 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH OR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL ITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH FO RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; OT ERWISE MATCH EXISTING. 0 TIMOTHY J. HUFFMAN DETAIL 'A' BRENDA S. HUFFMAN SPECIAL BACK OF CURB CUT DITC V, (NOT TO SCALE) NATURAL SEE DET I \ \ m� / • �"�`� _� GROUND SPECIAL U DITCH ]J� o / Q ��oQ — — STA 13 + 0-1 75 -Y8- t \ r��6 c RETAIN — — CL B RIP RAP - EST 1 TON 5SY GEOTE ILE SEE DETAIL 'K' / SPECIAL BACK OF \ CURB CUT DITC STA 70 + 00 -70 + 72 -L- SEE DET��A��AA L' SPEDITCFW'YERAL STA 16 + 00-16 + 50 I -Y8- Rt / O DUE I LIAM L. CORN BERT E. SIKES / C LINDA SIKES C CL B RIP RAP EST 2 TONS 7SY GEOTEXTIL a 70+00 l r WOODS CO C O M XIS O 15" RCP-IV,7 BRUSH O CB H LU N _ ui LU 1 N J V = J — I L.0 N Z W LU J F 0 I ARPOR Ia<1 a 0 l - ND RPOR Q Ir o LU O24 LILA PHAM Ill( -MO c� °�� ,� RODNEY E.OTWELL o I sT a0 MAPCIA S. OTWELL FROM -L- STA. 72+00 TO STA. 77+70 LT \\ \N / FROM -Y8- STA. 16 + 50 TO STA. 16 + 74 LT ^/ s Soo Olk - - - - - - Sq„40 GR DETAIL 'F' SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) NATURAL GROUND — — S �� FROM -L- STA. 73 + 50 TO STA. 77 + 36 RT / Y CID 36 / / aDETAIL 'J' C/ W SPECIAL BACK OF CURB CUT DITCH ,k GUIL-RAND FIRE p PROTECTIVE ASSOC. INC. (NOT TO SCALE) / NATURAL C&N DITCH OUT AT �� GROUND IN T 15+50 -Y8- Lt-----_— \`� \ EIP d ` oo' `\ Geotextile 75 +00 Type of Liner= CL B Rip -Rap Max. d =1 Ft. ` ---' FROM -L- STA. 72 + 74 TO STA. 73 + 50 RT v Q S EST. 27 TON, 80SY ZEOTEXTILE CL oo— R — — WO SEE DETAIL 'L' BRUSH SPECIAL LATERAL 'V' DITCH a STA 14 + 50-15 + 90 -Y8- Lt Q5 W / / Z C m • ii HILLTOP HOLDING III LLC z ' REMOVE DI'S & 12'/15" RCP CL B RIP RAP ' Z EST 5 TONS w 14SY GEOTEXTILE / / SEE DETAIL RIP P ACK OF EST 2 TONS 7SY GEOTEXTILE / o �/V CURB CUT DTrCW C 16A16 + 74 +Y8- Lt 50— DUE 0 C H MOVE CCD —46 P 19 00, 15" RCP -IV cR < 15" RCP -IV EXISTING R/W I CB—C B alb/ SEE DETAIL 'A' / SPECIAL BACK OF CURB CUT DUE STA 72 + 00-77 + 70 -L- Lt DUE / .'DUE E E DUE DETAIL '1' STANDARD 'V' DITCH ( Not to Scale) Natural Natural Ground 3•� �.� Ground D d J� Geotextile J Min. D=1.0 Ft. Type of Liner= CL B Rip -Rap Max. d=1.0 Ft. FROM -L-STA. 72 + 25 TO STA. 72 + 74 RT EST. 18 TON, 52 SY GEOTEXTILE DDE = 7 CY DETAIL 'K' SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) NATURAL GROUND 3• Ge a the Type of Line = CL B Rip -Rap Max. d=1 Ft. FROM - STA. 70 + 00 TO STA. 70 + 72 LT EST. 26 TON, 76SY GEOTEXTILE 8 5 n , o \\ \ • O . IN I r aI N 11 11 , C n 11 , I 3�CONC J � I I �o I ISFD I I DITCH iCt o I� I I C i I PUE U " CMP BUFFER DRAWING SHEET 6 OF 13 DETAIL 'L' SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural N.� ag< Fill Ground ?.� ��p�c Slope D D =1 Ft. FROM -Y8- STA. 14 + 50 TO STA. 15 + 90 LT FROM -Y8- STA. 16 + 00 TO STA. 16 + 50 RT DETAIL 'C' SPECIAL CUT DITCH ( Not to Scale) Front of Ditch Natural NN e< Slope Ground ? j D F\� Min. D=1 Ft. FROM -Y8- STA. 13 + 50 TO STA. 14 + 75 RT PROJECT REFERENCE NO. U-6018 R/W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 8 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED RAMEY KEMP ASSOCIATES 5808 Faringdon Place NC License No. C-0910 Raleigh, North Carolina 27609 www.rameykemp.com Phone: 919-872-5115 DETAIL STANDARD 3' BASE DITCH ( Not to Scale) Natural Natural Ground ,L.� Ground D Min. D= 2.OFt. B = 3.OFt. STA. 72 + 21 -L- Rt DDE = 29 CY c3 wooDs D. H. GRIFFIN SR. C C Y. OF ARCHD.ALE..( ) XISTING R/W 15" RCPCITY 0 A CH ALE (OUT) 12" RCP4L 12" CMP 12" CMP o NC 62 25.5' BST o To CUMAx - 12"DII I IP 12" RCP , \BST ® 12"DI,EXISTING R/WEIP BL-20 -REMOVE HOME tM DI BST GRIBRUSHREPLACE WITH Dln,o15" RCP-IVII i i TERRY R. NALL � ISFDISFD ISFD �2-SEPTIC JAMES A. SMITHTANKS WOODS OWnn m 30"CONC MTL _ O0STEPS cLT W (CLOSED) 00 ,CNk_ MTLKIM TRANGATEAARON T. OLLIS GG S TOE PROTEC ON N ` 22SY GEOTESTA 69+80 - XTILE Rt �`CRA / O { MARTHA Y. SNYDER 20 39 TO STA 11 +50 Y9- Rt SEE DETAIL 'H' COL NE, 15 O STD. 3 BASE DITCH DEBRA COLTRANE F STA 72+21 -L- Rt HELSABECK, & �r `�F� BARRY HELSABECK .R WOODS III \ GRID E. WOODS \\\ L EIP SEE DETAIL 'F' SPECIAL BACK �\ OF CURB CUT DITCH STA 11 + 50-19 + 00 -Y9- Rt — 15" RCP -IV 'mil+\ F� W i I POND N \ S 10° ll' 14.0" W ` � I 15" RCP -IVY 4 � I LILA :PHAM C �,.13+75.00 INE Y9- ST MATCH EET 11 SEE SH F 1 12" R _ EIP �l2 STONEr, / ✓ \C.L B KIP I I BK ° 6" ~n "BLK WALL \x EST 2 TO SPECIAL BACK OF I I L` CON m CONIC STEP' �� A/ �� '�\\ 7SY GEOTEXTIL a C/C B B RIP RAP DITCHCUT I I } \C PUE SEE DETAI �n' STA 72+74-73+50 -L—I tl SEE DE AI CL B RIP P STANDARD V' D CH I I SPE OF CURB ITCH STA 72+2 4 -L- Rt I I ISBKD STA +50-77+36 -L- Rtt ES�F d1 TO S OW W/BASEMENT} ISBKD 7SY GEOT XTILE X \ . w OW 17 I I LT• WD n Ii I\ WD DK I �� A/G l \ —RA/G TRIAD PROPERTIES OF \ �\ BK / 36°CONC W TANK / I I OIL BK TANK <C, HIGH POINT LLC O �� { WD RAMP/' / BASEMENT \ RAP O/} ACCES 19 SEE DETAIL EST 11 1 TONS \ t Z 50' 0' 50' 100' 15 0' ALLOWABLE IMPACTS ZONE 1 GRAPHIC SCALE ALLOWABLE IMPACTS ZONE 2 * PROPOSED SIGNAL O O CLARENCE W. DAVIS FOR R/W PLAN, SEE SHEET NO. 213-5 FOR —L— PROFILE, SEE SHEET NO. 14 FOR —Y8— PROFILE, SEE SHEET NO. 19 FOR —Y9— PROFILE, SEE SHEET NO. 20 El EIP 400 SR 4066 400 MODLIN GROVE RD. -L- NC 62 300 100 (LIBERTY RD) 300 100 9100 7500 9600 2018 ADT 2040 ADT 7900 1700 300 1900 400 2000 -Y9- SR 1162 REALIGNED 2300 WEANT RD to Z O _N w w (71 co L O C0 cn w L T 0� Co N z� z ILL �Q CV OQ N L o-0 CV � =a InL az � c�z V O 0 O H W to = J N W W N Z J U PINE GROVE BA T C� —� DETAIL 'L' I/ � s I \� \ \ \ ` (Not to Scale)-- i _ / VV SPECIAL LATERAL 'V' DITCH I f I I I \ N \ _ ) II IIIII\ � Q \ — SEE D ' \ r 1 Ili r � — < l \ \\ M DOCUMENT NOT CONSIDERED FINAL $t?fsCIAL U DITCPI ff ] Naturals ° Fill \ szg rp STA 1 75 -Y8- t I\ \ �' �' ��' e< / ` Slope UNLESS ALL SIGNATURES COMPLETED \ 6 \ Ground \ ?'� D F�° �\ \ 35 CL (B RIP P \ \ ( Min. D=1 Ft. ES N,/� \ h \ \ "I G OTE ILE/' pit�M -Y8- STA. 14+50 O\STA�15+AflT— I �� / �� EST. 18 TON, 52 SY �EQTEaFTI� V FROAh J'8� STA. 16+00/TO STA. 1�+50 R IL �— D AIL F \/ \ \ / � � �_ \ L� — — — `C� \ DD 7 CY — — \ \ \ ETA C — RAMEY KEMP ASSOCIATES r \ / , ~ 0 �\ �i SPECIAL BAC OF CURB UT DITCH \ i i i \ ssos Farin don Place (NCS TO SCALE) \ TAI L` X — �I \ g INC License No. C-0910 SPECIAL CUT DiT� Raleigh, North Carolina 27609 www.rameykemp.com SP�CIAL BACK OF CURB CUT DITCH \ \ \ \ �INaLtq Sale) ( \ \ Phone: 919-872-5115 — — fZ \ \ (NOT TO SCALE) / — — \ \ \ I t J g'0\/ \ Front J \0 �Q _GR \ \�/ —Pa25-- \ GROU D / /NATU�AL� r \ \ 93„QtP — j —'U al I / / , ET \ \ J� s�' \ \ Gr and IS" K \ \, I ` \ ?� \I g25 =J \ �\ Mtm�=1 'I e DETAIL SEE DETAIL MD g 2si- d �\ / / \ \ g% ej STANDARDot to BcaSE DITCH1�P\`JFROM -L- ST . �3 +5Q2Tt e S 7r7 + U RT ry-tPE AL B/,, //\ m \ � �G� extile I \1 ` / ROM Y-1 STA. 13 + 50 _tO STA. 14 + 75 RT()ST 70+WT �� /I c�� a� \ \ \ \ S36 \ I �Za— DETAIL 'J' 1 / Tyde of Line = CL B Rip XaP ! ?�it,x. d=1 t. \ / \ \ `�mm Ground / \ w ` aI \� ,e( -70+ 72 �L- Lt I \ - Ground I / � C // /; Ci \ ` GLIIL-4ND FIRE \ �tih SPECIAL BACK O—CURB��UT DITCF -� / FROM STA. 70+00 TO STA. 70+7 LT g2s' \� \ \ ✓ /\ / �/ W� 1 L G EST. 26�T0 7�SaN GEOOSEXTILE �— \ \\ Min. D= (2.OFt. �� tam \\ V \ - PROTECTIVE ASSOC. INCH ��e, \/ �,(NovT (�� L`C� — 4 _ ` \ / \� N- DITCH OL;T2e,4T / GROUND J % \ \ \ \ 6= 3.OFt. 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GRAN SR. ,� tim 1 WOODS C I L STA 16+50- — / 1 I /�0/' // /0 SEE DETAIL 'A' 1 1 �� — I I \ I ✓ 16+�4 =Y8= It -- 8,5- — / SPE IAL BACK OF CURB CUT DITCH ISTI co I — — —7 �UE 1 i STA�72+00-77+70 -L- Lt I I I \ \ /' / SUE,` / / / �,\ \ — 1„ R P-I I l� \,NCH _ — / 1 / 16UE E E I 1 1 I \ \ I J BRASH e M E R < — - — �/ - / S — — >� SUE C 1 1 / PUE _ \ / C� m�/ p \ Ig cR \\ 1 15" RO IV / / / < -- `—�.�--�/�, \`` 15"/,RCP-IV -EXISTING R/W Ir \ \ / / L — ( Y. OF. ARCH6. LE..( �. 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SHEET NO. BUFFER DRAWING U-6018 8 FRANKLIN FOX 1 RM/ SHEET NO.LADYS S.FO ya°J /�/ / p \ \ —\ \ \ I I \ \�g3� j /SHEET11171 1I OF 1 ROADWAY DESIGN HYDRAULICS / ��\ / L�'�\\ \ N TES' / / / // 1 ENGINEER ENGINEER l� tiy�Q .� \ \ 1. RIV WAYS FOR SHC�UL�Ef� SET N:�JE 16 M%I./WlbTi� J OR RE IDENTIAL AND 24 JIN.\wI TF��FOR COMMERCIAL �ITH 5 MIN. RADII; OtI - SE *A�TCF `EXISTING. / 1 ,, 1 <<(((m \ \ A,Y� FORI C&IG SECTIQa&: U-SE W MIN. VWIQTF`( / ��g3/ OAND( 24-- 1 L.TH FOR\ CO�v1N11K9s 1_; S� ` — — _ 11 I I \ \ I \ O`r-R�V'o�ISJ�yv►AT ++ _ExfS�t�N'6� TIMOTHY J. HUFFMAN DETAIL DETA 'I' BRENDA S. HUFFMAN SOCIAL BACK OF CUR��UTI DITC j STANDARD 'V' DITCH � �Sz8 � (NOT TO SCALE) ;�Not to�tcrltj •aaQ � \ J / / /�/ /� � • �'4-k v��»ti ,-ij-�—NATURAL / /\ I �� I Nat�ic atural IRET�AIN � J GROUND 1-sz� �ro� ! �l II / ,�.. G ound � 1 � qs � \� _, Geotextilel I — / \ \y' � K- DNEY E. OTWELL o Min. D=1.0 Ft� �� `� b�tCIA S. OTWELL / \ S� � of Line = CL Ri -Ra \ > FROM -L- STA�7�+ 00 TO A. 77 + 7 LT �xP P P 0 � I \ / � I / / � � FROM -Y STA. 1�+-5 T A. 16 + 4 L FR M-L-STA. 7�+?�5 TO STA. 72 + 74-RT� \ / /-Z // // 2018 -ADT-" J- \200b -Y - R 1 2040 ADT 2300 RE RD to z 0 w w Is co m T) 0 I I w w i In 0 L 03(J- E)(S) CON I � w� Iz �w �w �Q N OQ C\jL o-0 N � I n L L az � \z V PROJECT REFERENCE NO. SHEET NO. ____ _ _ _ _ BUFFER DRAWING U-6018 9 NOTES: / T \ \ \ \ \ \ /\/ / J' / %---- - - - - -- -- ------ / l ___�_-- __ i�--- ——�—�> >�__ / RM/ SHEET NO. 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16 MIN. WIDTH { ; \ / / _ 048— — — I �� --- - - - ------- FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL / / -- \\ \� \\ -'\ \\\�/ f j / /�,/ I ,,� ��j� /� — ' % • \/ ' % r o �_ ROADWAY DESIGN HYDRAULICS l , l C l3'GR — ENGINEER ENGINEER WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. - / / — �� \ \ \ ✓ »gym-' - % / / / I I �, / / r ---� _ —_ 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTHLu II III �_ FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMME CAL'•/ / ; i\ l\�� \ \ \ \� "�/� '%/ED / mtl / / \ i I i / EXISTIN�PKIVATE R/W - w I - —�� OTHERWISE IMATCLH �EXIIS�fINQ• i / // / / / // / / / _ _ �� I I\ \,�. Sfg — — / 1- i , / / \ i 1 i I / 72° oNc waL— \ 1 / f �.- r I ( ROGER C. NANCE __ ��-----I I - I MEMO AL/BURIAL \ \ �835 r I PHLLIS P. NANCE L _ �° I j oIII / I�� L ' "� I I I z a -� :I�(N= I1\11h 11111 DTAIL 'C' IIII \ / I ��I/ III I / �. 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LAMD �l FRED E. REDITH REVO-CABLE TRUST I / l\ / \ \ \ \ \ \ \ // /j / �/ /' I / , \\ / \ �✓� D19NE A: ERgDITH REVOCABLE TRUST J m \ J \ \ ` \ l \ e� \ //// G/ — 5p ( \ 5 /100 \ 150 \ \ \ \ \ SEE DETAIL/'C' / \\ \ \ \ \ / / / �/ I / no hl \ / i — p� — ( / / \ \ \ — \ \ \ \ �,c / //// / GRAPNiC Me SC E / 1\��/ �SSfAC24L 50T31+-00 LY3REV7Lt/� \\ \ � \ c� /III// // (,\� 9ro ALLOWABLE IMPACTS ZONE 1 I ALLOWABLE rPACTS �L�d� 2 CD N 00 <1/ \ 1 I \. I \ /_t// / PAVEMENT REt�bVAL GR/WA-SEE SH T NO. IB-< i 6 FOR -Y3- PROFILE, SEE SHEET NO. 16 _t 11*4 &ft. to 0 N w w (71 0_ co L s Q cn w w O L / 03(J- CD(s) CoN 'z �w �Q CV OQ C\jL o-0 CV � =a n LL az o CVz V NOTES: 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; OTHERWISE MATCH EXISTING. DETAIL 'B' PIPE OUTLET CHANNEL ( Not to Scale) N�tyLr �,¢ tLFnd Groun F•t�M�N?, t0 / Ground �x�SS Geotextile Length = 1 O.OFt. CHANNEL BED Len g (Variable) d= 1.OFt. Est. = 4 Tons CI B Rip -Rap, 11 SY Geotextile STA. 18 + 22 -Y6- Lt DDE =3 CY � 50 '0� Sol P. A1 NE ,�5 ET 23 MATCHLINE — _ EE SNE St(3ii+73 Y6 STA. 15 + 00.00 Mp` S ,Y5- P� SEE SHEET 7 NAN SOON JON, �{ \ �\ TRUSTEE FOR THE BENEFIT. I I I C OF JON JIBUM JON AND I I MONICA SUE-JUNG JON � I I \ � iI I I ILy� I F \ on \ o � \ I C \ .6b , \ _ STA.13 + 7 5.00 MA-ILINE Y9 $ SEE SHEET sW 4 24A I 5' . P / \ PHAM v / TB JB \ FROM STA. 14+00 -RAB2- Rt FROM STA. 24+13 TO STA. 25+97 -Y9- Lt CB: / W/MH TO STA. 2 4 + 2 7 -Y9- Rt EST. 65 TON, 193 SY GEOTEXTILE EST 63 TONS "TCu LI1.1 E .I A II 223SY GEOTEXTILE f 1 ��I 66"W _X .00 SEE SHEET 7A C � � �oa' �� 0" RCP- _ _ —STA. 14 + 50 _ _� J o I I F fi Y� jZ °—I U V J JD X X O U Y Q r1] O LJ a_ U U N ON00 ,81 0 °o o � - I 10 0 2 5 O og�� I Y �, \ �- CD b X m J I I IE M. CODY L� NC I RUFUS F. LAW L' �w a�- — z LU o I ID B. CODY I I B PRANCES C. LAWS mo "' I +�I I I o m C PH T. C Y Y wD o °' z R Y D. YCO v I X I 60 O XX X m X \ ~ o f Z O J J • Cr a. w � oLd C�.I J z� `' Lo LOS TAIL 'F' alA Xa I\ w Z ECIAL BACK OF W w w I \ CURB CUT DITCH - a STA 11 + 50- Q ' - ar 19+00 -Y9- Rt I X / WILLIA . CORN \ KIMBERLY J. COX W A IC A GRA THATBOTHERSME LLC X — \ Y7 - POT Sto. 16 +42.05 LU I I o_ d0� /0 �RGP SEE DETAIL ' F' w �" SPEC' BADTOF a \ 48"CONC ST 1 +5 19+00 -Y9- Rt y° I T >>b17 b� I s ` BASEME ACCESS I k F. o Ld + Pad �. I I J 1 24" RCP -I 8i °o o \ �1' I a 0 b o,\ I I � � S, M � JN00„ J+ z Q o I III I S� k 0 0 DON L. INGRAM I \ o �)7 yFE JOEL K. AUMAN GAZE ��BETTY L. INGRAM = Q \ I. I I i �k� on U CD d I I p31 / I N Q o \ z o §E TAIL 'B' �t4°+85 SEE DET IL 'A 0 W/LT > \ f� X I I GLP RAP —Y6— I SPECIAL ACK RB CUT DITCH +— o 38 0 o Qv Aw I I C i BAN KIS b1�l�Y STA 2 0+ 0-2 + 50 -Y9- Rt C r . � 1S�EE DET-RAL MV"EDIT HIS �— � � C C N J INC \ 42 4 E .I I � " � �� STA 2 3 + 00-23 50 '9- Rt Oj / �� CL B RIP RAP � \ I II I Q 6 Sto 9+56:0 --rn EST 2 TON F �� _ � >- 7SY GEOTEXTILE Z I I, !` Sto. l7 +4/.2/ y I i F r I LS -Y5 - P Sto. 16 -Y5 - PT to. 17 +23.2 Cl- 00-Y6- Sto. 0 +11.50= -RAB2 - P Sto. l0 +00.0 = �� -RA82 - P 14 +39.82 J CB R Y o ARCHD AE lDU l P CIS OF ARCHD A� o3L m c1�Y 30 �C JOHN SHACKELFORD U_'I LORRAINE S ACKELFORD-GIDDENS co (�D CHARLES A.SHACKELFORD o '\ o �• � moo- y jZ� R► \ Q 15" RCP -I G -Y6- Sto: l+5/. -RAB2 - P . l2 +19.9 PUE DETAIL 'S' STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?•� D �� Ground d Geotextile B Min. D= 2.OFt. Max. d = 1.0Ft. B = VARIABLE, 3 Ft.-6 Ft. Type of Liner= CL I Rip -Rap STA. 15 + 00 -Y9- Lt EST. 99 TON, 195SY GEOTEXTILE DDE = 77 CY DETAIL 'L' SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural N'N oet Fill Ground ?.y ��o�c Slope D Min. D= 1.OFt. O FROM STA. 15 + 00 TO STA. 18 + 50 -Y9- Lt Ln DETAIL 'A' SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) NATURAL GROUND — — FROM STA. 20 + 50 TO STA. 23 + 00 -Y9- Rt 11 WILLIAM L. CORN KIMBERLY J. COX THATBOTHERSME LLC \ \ REMOVE 18" RCP "`PI REM VE FES `�� '� I I I REPLACE W/24" RCP -IV t 40 DETAIL 'G' TOE PROTECTION ( Not to Scale) O�gt F\ Natural 10 Ground �.—b—y Td d= 1.OFt. b= 5.0Ft. Geotextile Type of Liner= CL B Rip —Rap DETAIL 'J' SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) NATURAL GROUND — — Dr Geotextile Type of Liner= CL B Rip -Rap Max. d=1 Ft. I bo o S*E DET 'G' Q \ TOE OTECPON W CL B RI P gK T�J 2r4 2 9- Rt II I 15" RCP -IV �r / SgW E ------- CL B RIP RAP`; J, gB,WW & ZED E I EST 2 TONS P�D I 7SY GEOTEXTILE I O �" OE _ PDE al II I PW Ap / RC s DN D �CP GREU CB TL-2 RCPAV CB OP. GR r W CAT-1 / 1 CB GREv- R = i / Wo GREU y1r ODS ; p / L d- TL-� --- > POE 15" RCPAV 0 �, 15" RCPAV ��Dg000000 OOCC00000 RAP C 0000000 0 CL RIP_ C OCCO EST TONS 7SY G TEXTILE 29 PDE - SEE DETAIL 'O' B �'s� STD. 3' BASE DITCH CLAYTON W. SHACKELFORD HEIRS Q SEE DE IL s� AF STA 24+06 -Y9- LtSPE REGINA S. McDOWELL / CU BIACUADK F \ ®✓�9'�� e2 2 LYNN S. HARRIS \ STA 24 + 1 25 + 9 -Y9- Lt ez c l -RAB2 - POC to.. +30.62 - E oj0 \ I IIII I L B RIP RAP —Y9 — Sto. 25 +7 EST 2 TONS IIII I I 7SY GEOTEXTILE CL B RIP RAP \ W EST 2 TONS �� a 15 RCP -IV 7SY GEOTEXTILE\ I III I I 5 +00 -Y6 = to. +8. 0= I II 2 -Y9 .2 42. s II I o �a ALLOWABLE IMPACTS ZONE 1 I I I w o - - _ _ _ - - _ - -1 �� ALLOWABLE IMPACTS ZONE 2 w Imo\ — 15 RCP -IV 15" RCP -IV F POE � C CB I SEE D AIL 'S ' AI STD BA DITC I (VARIABLE WIDT CL I RIP RA I STA 15 + 00 Y9 Lt. PROJECT REFERENCE NO. U-6018 RAW/ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 11 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 1< 14r,/ lk A RAMEY KEMP ASSOCIATES 5808 Faringdon Place NC License No. C-0910 Raleigh, North Carolina 27609 www.rameykemp.com Phone: 919-872-5115 � - - -- t�� 1 +2 • .15 -Y9- P S o V � y IO � � 1 I SEE DETAIL 'L' 1 SPECIAL LATERAL "V" DITCF� 1 STA 15 + 00-18 + 55 -Y9- Lt A[ Lu 15 11 o O CL PERRY WOODS III s^ 11 SIGRID E. WOODS IN Z sWo a co Q LIU 4 � / s / / C & 25gWj Ap 28 SEE DETAIL 'L' JERRY FRAZIER jfiT L "V" DITCH LOIS FRAZIER ®�0-1 +55 -Y9- Lt UNDEVELOPED STREET FOR FUTURE USE DETAIL 'F' SPECIAL BACK OF URB CUT DITCH (NOT TO ALE) NATURAL GROUND — — — �A FROM STA. 23 + 00 TO STA. 23 + 50 -Y9- Rt FROM STA. 11 + 50 O STA. 19 + 00 -Y9- Rt DDE = 27 CY O -Y6- SR 1162 2200 2 EXI STI N G 2400 WEANT RD. DETAIL '0' STANDARD 3' BASE DITCH ( Not to Scale) Natu ra 1 Natural Ground TI-60 Ground d Geotextile B Min. D= 2.0Ft. Max. d = 1.0Ft. *When B is < 6.0' B= 3.OFt. Type of Liner= CL I Rip -Rap STA. 24 + 06 -Y9- Lt 130, 01 50, 100, GRAPHIC ,. -YY- JK IIOZ < 00 REALIGNED 100 WEANT RD. 2300 2000 2300 -Yb- SR 1162 2018 ADT 42 0 EXISTING 2040 ADT 4700 WEANT RD. BUFFER DRAWING SHEET 10 OF 13 �1 m -- - R ----- FOR RNV PLAN, SEE SHEET NO. 213-8 FOR -Y5- PROFILE, SEE SHEET NO. 18 FOR -RA132- PROFILE, SEE SHEET NO. 18 PAVEMENT REMOVAL FOR -Y6- PROFILE, SEE SHEET NO. 18 FOR -Y9- PROFILE, SEE SHEET NO. 20 ® V) z O w w 0 0 I (71 0_ co NOTES: 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; OTHERWISE MATCH EXISTING. DETAIL 'S' STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground D Ground d Geotextile B Min. D= 2.OFt. Max. d = 1.0Ft. B = VARIABLE, 3 Ft.-6 Ft. Type of Liner= CL I Rip -Rap DETAIL 'G' TOE PROTECTION ( Not to Scale) ale F� Natural ti, o\\S�ope Ground b F� d d= 1.OFt. b= 5.0Ft. Geotextile Type of Liner= CL B Rip -Rap DETAIL 'J' SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) NATURAL GROUND — — Geotextile Type of Liner= CL B Rip -Rap Max. d=1 Ft. STA. 15 + 00 -Y9- Lt FROM STA. 14 + 00 -RAB2- Rt FROM STA. 24 + 13 TO STA. 25 + 97 -Y9- Lt STA. 18+22 -Y6- Lt EST. 99 TON, 195SY GEOTEXTILE TO STA. 2 4 + 2 7 -Y9- Rt EST. 65 TON, 193 SY GEOTEXTILE DDE=3 CY / DDE� �7-CY_ EST 63 TONS 0O 1 )M T223SY GEOTEXTILE MATCHLINE ET 7 E DETAIL 'B' PIPE OUTLET CHANNEL ( Not to Scale) N tt_r ""Urald Groun F.t�M„�'?. t0 / an Sr/No �Ta T�F �`1,1., ePa� d �x�SS Geotextile Length = 1 O.OFt. CHANNEL BED Len g (Variable) d= 1.OFt. Est. = 4 Tons CI B Rip -Rap, 11 SY Geotextile _ STA. 13 + 7 5.04 MATCHLINE Y9 $ SEE SHEET 4 RHIAM 1 4 11 JO • <� SJCIA� LATE L 'V' DITCH `� -- — TA. 14 + 50.00 SEE SH �\K 4 'Co 7 ■1 � �iJ 11 I(�ito Scale) Y7 S U N J I ,U 10 EE1 , J 3 MATCHLINE —Y _ \AY- \tA�— 0 -1 �, /J � � I l + z sn / / s ON00 ,81 o c /N O I, -� CN EE SN �3 -C o° �_ . -- 6 STA. 15 + 00.00 Ground a•� v Sj Pe X — m —� to ! 1 Mp` S SEE SHEET \ \D RUFUS F__LA�I � ,w �a� >f;� �z Co / WI I — \ — / �F 1111 ANCES- C. LAWS VAN 00N— JflN, \ 7 I — /moo I I I I I / 'J ID \ Min. D = 1.OFt. z c ,n^ —TRUSTED 0 -HE BENEFIT. 1 II I \C 1 I m OF JON yiBUM JON AND I / I Q) 'MONICA -SUS ,LUNG JON � I � I � I/ I � \� � O FROM STA. 15)+00 �O TA. 1>�+50 �Y9! Lt � I AIL 'A' I 825 SPECIAL BA �{ K OF ,CU CUj DITCtf I I I i � (NOT T0� SCAL) ROUND 7 i m • / /Cr f / w �I / � / ; Il I / I ( w I \ �EIZIAT BA K, bF � CIA a u \ w I a �, CURB CUT IT�H I I \ J' TAl 11 -50- 00 Q 26 WILLIA .�0 Nls, \ \\ V// \ % I / T� �.B I 3 ' F IF r \\ I $\EE D AI�'S ' \ STP BA 04TC \ (VARlABL WID\T JCL I IZ�IP RA \ TA 15\+ 00 Y9\ t PROJECT REFERENCE NO. U-6018 RM/ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 11 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED RAMEY KEMP ASSOCIATES 5808 Faringdon Place NC License No. C-0910 Raleigh, North Carolina 27609 www.rameykemp.com Phone: 919-872-5115 v II \ I I I / — R GR I J I\ \ �\ KIMBERLY J C X C4 \ �5 r� \ 1 \ \ I I — / o ) "� \ THATBOTHERSIv�E �L a- i I \ _ +2 ° ` \ l A IC A GR,� l I 1 \ Y9 I FRgM STA. 20� 50 TO ST9. 23 +JJO -Y4- Rt �\\\ \ o m y - SOT /St0•\I6 W I o \ \ \ \ \ /oSEE D`ET IL \ \~ \ \ \\\ \\\ I JIF SPECIAL�ERAL \\--V !ITC B \ \ S I \ \ I -11 / \ / ° , \ \ p� s e STA�l 00-18,+ 55-Y9� Lt a\ \ \\ �° I o i WILLIAM L. ORN \ \ \ I K I,,E� R L Y J. L, VA �,� \TBOTSME LLC/ Afi --\ 0�i� \ / a 1 \� \ I I — / / / �� — \ �o sEE D€TAI\'F, — — r`u RERO -WOODS SPECI BACIZ� F -� w • \ � SIGRI� E�WOOD� \ 48"CONC T 9+p00 -Y9= t \Cu DITCl'I� �d / L / �� REMOVE 18�RCP / �y I w _ ` I \ \ \ REM F I I I III REPLACE W/Z4""RCCP-IV / / / / r �)14f ( / \ \ \ �� ' \ \ \ \ \ \ \ \ \ \ \M\ , BAStM - � �� \ � � L \\ � p� FT / \ \ �o\ o- \� \ \ �d�ItN24" RCP -I I I ti Q — / /' \//%/ ��o bey f \ \ �' eze m• J I I I \`�o� �ETTY ON L. INGRAM � / (I L. INGRAM \\ \ \ \ I I� C\ \ f / �% / \ \ EL K. AUMAf�1 GAZEI \ �� 27 P \ \ \ I I \ \ \ I �\ �� \ ' `� a\ ` \ `\�\ � 1 � \\ 1• I ` I I> .II — � — . • m / — � —' � // � ].�J I � �6 _ \ \ \ o \\ I \\ \ AIL 'B� — _ eta° +85• \ \ \ \ o \ \ � � SEE DET I� 'A W LT 'J I I P P I (^ 46 / \ I �PECIAL ACK RB CU� DITCH II I f` BA-b1�l�Y / \ �A 2 0 + 0-2 + 5 e -Y9- Rt 2 A I I I I ( ml I G 41 l i EAA1 P' 'V" DIT H s �\ �CNJ INC �, E .I II / �,� A TERAL�3 00-23 50 Rtl I< �B RIP P (� l /� / / 6 St 9+50 = S % I \ \ \ \ d> ST TON I I\ F / / $EE DETAIL 'L' iJERRYI FR ZIER — . /7+4/.' / ,/ \ \ \ - I 7 Y GF_OTEX�ILE�N/ 1 / �I'°� L „V„ DITCF�/ L S�F$A�IER \ z \ I I a - \ ` \ 55 -Y9- Lei _ / \ \ \ \ I I J \ \ \ DET 'G' \ i \ \ T / / \ I Y \ \ \ TOE TECT ONr24 L B RI P\ w ABC \ \ `gee \ \ / \ I \ \ I 1 0o R• 2FOR F TURE TREEs s UNDEVELOPED STREET 15'�RCP-I�( \ \ \ \ & ZSgW \ j� E \ / \ I I rs �n�\� �% \\ \ STS2�TONSeP \ \ q8 APB I \ I �� \ \ I I \ 1 7Sl`GE-TEX I R1 I 0 — P — — — — N / C. QETAI L P \ ET I ' F' I , , / 1 1 1 \ \ (, LATER�CL V�DIT H \ �1tEU \ (Not o ale) — SPECI L B4CK F RB CUT DrTC�H \v %��,�T O. �(7+ 3.B \ �O �• \ a� 11 I 1 � \ \ �\ � �� R �\ \ CB\ TL- CB � rNOT T0`1 �LE) I� \ \ / GRQQND\ 6 t0.1 0 /l \ as 7 Nat\d Fill 2. D r�., �1 ,Ft. Slope 62 fi t0�1OO.Q Min. D= 1.OFt� R/a62 rt P l+ �9.Q l\ J J AT ' - C REU o � � I o � � \ — � \� � \ \ � � � \ � \ _ 1 J \-� 'I� ,� Y9� Rt FROM S A. 11 + 5 O TA. 19 + 0 Y9� R p\ / / � "� \ � FROM��A.�2.3+00 YO STA.23 50 $ ,$ Q L A o) m \ J I \PDE = Cy I I I / I II \ T- // '� w�— � y— \ es \\ �\ k�o \ \ ' V e I 130 \ \ `� I Q� \ \ �Y6- SR1162 2200 m / I\ \ F � � 1\ �� \\�_' �r/ r�\\20 \ \ �-\ EXISTI -7 40� i / / / �s >> I \ ��HN S�IACK�ELFO�tD \ f � � y� � \ II �° I I / 7/ \ D� � \ \ � � �-- � � L R�INE�. ACKELF RD-G�DDENS < \ ,I I — / \ ROES \SHA KELFOIRD s \ I � � 1 \ \III �' o R IV � 0 0 0 0 CL RIP RAP � 00EST TON \ \ ll� F \ Ih�1 K CTILE 29, \ — \ B �D \ o� SEE 1IETAIL\'O' \ \ \ s \ \ Et DE IL \ Sao STD. 3 BASE�DITCH �AYTON W. CKEL-FORD \HEIRS \ PEC\IAL AC \ ��11P ST e 4+06 �r9e L\ E �DO ELL \ \ 15" R�P-I I / 1 \ \ \ URg C11 D \ I ti0 % 2 2 _ LY . HA�RlS, \ II I \ I \ 1 1 I S�A `24 �1 �5 + �Y9-\Lt — �8,a B I\\ I CL B RIP RA `�A62- + t0. +30:62- f 2 EST\ 2 TC�N I I B� � nQ ✓ ` a� \ 1 �%� \SDI / f5/ 0= �N� rnI I III \ I III 17SY� GEC�TETII}E ES Z R ON P OS � AE 44 NE9 \ � / WEAN RD. / 2000 / ,1 2 �00 "I / f / v � 2 30 I _ - _ \ \ \ \ \i -Y6- SR 116? 2018 ADT 42 0 EXISTING I� 7s EOTEX ILE I Q 2040 ADT 4700 WEANT RD. J \ \ \ ° \ \ \\ - -4B2 �P • /2+Y9.9 I III IIII \ I l f 1 „ RCP�IV ( ( \ m l✓� 4.50 \ \ \ l \v \PUE 1 I I II I I m \ \ ./� z�`00\ \-� 9� \ . .2 42 \ �� -,`.„CD I ^\\\\�\ \ 1 v , \ " U. ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 BUFFER DRAWING SHEET 11 OF 13 FOR R/W PLAN, SEE SHEET NO. 213-8 FOR —Y5— PROFILE, SEE SHEET NO. 18 FOR —RA132— PROFILE, SEE SHEET NO. 18 ®PAVEMENT REMOVAL FOR —Y6— PROFILE, SEE SHEET NO. 18 FOR —Y9— PROFILE, SEE SHEET NO. 20 RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type CROSSING BRIDGE IMPACT ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) 1 -L- 30+68.5 to 31 +70 24in RCP 2238 1693 2 -L- 44+97 to 46+10 36in Pipe Extension 28 1507 3 -Y9- 10+45 to 14+17 Proposed Roadway 6425 10529 4 -Y3 Rev- 24+77 to 26+ 10 18 i n RCP 2264 4 -Y3 Rev- 27+59 to 28+61 18 i n RCP 2214 1121 5 -Y3Rev- 15+31 to 16+25 Proposed Roadway 1835 560 6 -Y9- 14+63 to 14+99 Std. Base Ditch 1865 1142 7 -Y9- 23+46 to 24+43 36in RCP 10918 6850 8 -Y6- 17+71 to 19+ 19 24in RCP 1819 925 TOTALS*: 12263 1 6948 0 1 173431 1 0 1 0 NOTES: Revised 2018 Feb WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS ZONE 1 ZONE 2 SITE NO. STATION (FROM/TO) 1 (ftt) (ftt) 4-Y3Rev- 15+75 to 15+86 1 14 1 6 1 -Y9- 23+77 to 24+23 1 1 2992 1 1 (TOTAL: 1 3006 1 0 1 ised 2018 Feb NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 04/29/2022 GUILFORD U-6018 47163.1.1 SHEET 13 OF an