The URL can be used to link to this page

Home My WebLink AboutR2829B_4B Plans_20240328_comments_SPL_4_8_24REVIEW MEETING 4/11/2024 DRAFT PLANS HYDRAULIC DESIGN REVIEW NON-MERGER INTERAGENCY R-2829B REVIEW MEETING 4/11/2024 DRAFT PLANS HYDRAULIC DESIGN REVIEW NON-MERGER INTERAGENCY R-2829B TO I-40 T O I - 4 4 0 TO DURHAM 0 9 / 0 8 / 9 9 T I P P R O J E C T : VICINITY MAP (Not to Scale) 0 0 0 PROFILE (HORIZONTAL) GRAPHIC SCALES PLANS PROFILE (VERTICAL) 0 2 : 4 1: 4 2 P M c : \ b m s \ i c e - e n g - p w - 0 1\ d m s 5 7 9 5 4 \ R - 2 8 2 9 B _ D R N _ 4 B _ T S H. d g n j e f f r e y . k i n g C O N T R A C T : UNLESS ALL SIGNATURES COMPLETED PROJECT LENGTHDESIGN DATA INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL STATE STATE PROJ. NO. N.C. LOCATION: TYPE OF WORK: STATE PROJECT REFERENCE NO. F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETSSHEET 1 R - 2 8 2 9 B C 2 0 4 8 2 5 PLANS PREPARED FOR: T O Z E B U L O N 87 264 64 540 264 64 87 OLD BAUCOM RD. (SR 5204) -Y27A- ROCK QUARRY RD. (SR 2542) -Y27- MA TCH L IN E MA TCH L IN E POOLE RD. (SR 1007) -Y30- POOLE RD. SR 1007 540 OLD BAUCOM RD. SR 5204 264 64 87 540 RD. ROCK QUARRY SR 2542 -Y27- STA. 34+25 +/- BEGIN BRIDGE -Y27- STA. 36+74 +/- END BRIDGE -LB- STA. 1456+54+/- BEGIN BRIDGE -LB- STA. 1461+90+/- END BRIDGE -LB- STA. 1475+40+/- BEGIN BRIDGE -LB- STA. 1478+18+/- END BRIDGE -L- STA. 1276+61+/- END BRIDGE KNIGHTDALE RD. AUBURN (SR 2555) -Y29- -LB- STA. 1425+77+/- BEGIN BRIDGE -LB- STA. 1427+21+/- END BRIDGE -LB- STA. 1348+59+/- END BRIDGE -LB- STA. 1345+29+/- BEGIN BRIDGE -Y30LPB- STA. 18+93+/- BEGIN BRIDGE -Y29RPA- STA. 21+18+/- BEGIN BRIDGE -Y29RPA- STA. 24+63+/- END BRIDGE -LB- STA. 1468+57+/- BEGIN BRIDGE -LB- STA. 1469+91+/- END BRIDGE -Y31- -Y31A- -Y31B- -Y30C- -Y30A- -Y30D- -Y30E- 540 - L- -LB- -LB- NEUSE RIVER RIVER NEUSE 540 BRIDGE RD. BATTLE SR 2552 RD. KNIGHTDALE AUBURN SR 2555 RD. AUBURN KNIGHTDALE (SR 2555) -Y27B- -L- -Y30LPB- STA. 20+36+/- END BRIDGE RIGHT OF WAY DATE: LETTING DATE: SIGNATURE: SIGNATURE: P.E. P.E. 2018 STANDARD SPECIFICATIONS PROJECT ENGINEER HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN Prepared in the Office of: License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 ICE of Carolinas, PLLC 12/20/2023 PRELIMINARY ROADWAY PLANS SUBMITTAL NO. D-006 32 33 3 4 37 3 6 4 0 4 1 4 2 3 8 3 9 28 29 2 6 27 31 30 4 3 3 5 -Y30H- 8 9 10 11 12 13 14 15 16 17 18 19 21 2223 244 5 6 7 -Y30G- -Y29A- -Y28B- 20 NCTA CONTACT BRIDGE RD. BATTLE (SR 2552) -Y28- -Y29- STA. 31+33+/- BEGIN BRIDGE -Y29- STA. 33+49+/- END BRIDGE -L- STA. 1275+61+/- BEGIN BRIDGE -Y29RPD- STA. 19+55+/- END BRIDGE -Y29RPD- STA. 16+55+/- BEGIN BRIDGE BEGIN CONSTRUCTION -Y31- END CONSTRUCTION -Y31- CREEK HINTON'S DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA TRAIL GREENWAY NEUSE RIVER NCTA PRECONSTRUCTION, ENGINEER FOR DEPUTY CHIEF THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. CLEARING AND GRUBBING ON THIS PROJECT WILL BE METHOD III. TURNPIKE AUTHORITY NORTH CAROLINA 1000 Birch Ridge Dr., Raleigh NC 27610 Prepared for: A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF GARNER, KNIGHTDALE, AND RALEIGH. -LB- STA. 1313+90+/- BEGIN BRIDGE -LB- STA. 1329+60+/- END BRIDGE AT-1CAT-1 AT-1 CAT-1 POST GRDOUBLE POST GRDOUBLE CAT-1 POST GRDOUBLE CAT-1 POST GRDOUBLE CAT-1 IA-MASH TL-3 GREENWAY FUTURE TRAIL CONNECTION NEUSE RIVER FUTURE GREENWAY RELOCATED FUTURE GREENWAY RELOCATED WCR WCR CAT-1 CAT-1 CAT-1 CAT-1 .30 .17.04 .41 .46 .41 Ct.Forrest Dr. St. Rd. Shotwell Rd. St. Jamison Drive NEUSE ElaineDr. CircleDr. PopeCt. Elizabeth Ct. .42 .48.35 .46 177 188 .38.59 .37 .26.22 Dr. Dr.Ln. Kentucky DerbyChurchill Downs Saratoga ClaireDr..14 .17 de de MYRALAKE Crabtree Creek Crabtree Creek Neuse River Neuse Neuse 50 1.47 .26 Auburn Garner pop. 26,115 Shotwell Knightdale Milburnie CAROLIN A AND NORTHWESTERN RAILWAY RAILWAY SOUTHERN RAILWAY Elem. Sch.Aversboro Middle Sch.East Garner Elem. Sch.Creech Rd. Middle Sch.North Garner Sch.Elem.Bugg Sch.Poe Elem. Sch.HighEnloe Sch.Longview Elem. Sch.Hodge Rd. Elem.Knightdale Elem.Lockhart Sch.Elem.Powell Benson Rd. Rd. Benson Marks Creek Creek Big Branch House CenterMedicalWake G.C.Raleigh I - 540 BYPASS UNDER CONSTRUCTION PROPOSED/UNDER CONSTRUCTION pop. 10,967 CITY LIMITS KNIGHTDALE CITY LIMITS KNIGHTDALE GREENWAY FUTURE LIMITS CITY RALEIGH LIMITS CITY RALEIGH POND -Y29- END TIP R-2829B BEGIN TIP R-2829B END TIP R-2829A 502550 50 25 50 101020 D T V = = = = = = % % MPH ADT ADT FUNC CLASS = K 100 100 20 INTERSTATE STATEWIDE TIER DESIGN-BUILD 2025 34,800 2045 * TTST =4%DUAL =6% 10 R-2829B 66,600 % * 12 WAKE COUNTY OF SR 2542 (ROCK QUARRY ROAD) TO I-87/US 64/ US 264 TRIANGLE EXPRESSWAY SOUTHEAST EXTENSION FROM SOUTH -L- STA. 1185+15.00 TIE TO TIP PROJECT R-2829A -L- STA. 1185+15.00 BEGIN TIP PROJECT R-2829B 75 60/65 GRADING, PAVING, DRAINAGE, STRUCTURES, SIGNING, AND SIGNALS 35517.3.TAGV2 0540048 DESIGN-BUILD 35517.3.TA2 N/A PROPOSED SIGNAL BRIAN LUSK, P.E. RON McCOLLUM, P.E. 8/29/2023 8/29/2023 LENGTH ROADWAY TIP PROJECT R-2829B = 5.967 MILES LENGTH STRUCTURE TIP PROJECT R-2829B = 0.595 MILES TOTAL LENGTH TIP PROJECT R-2829B = 6.562 MILES -LB- STA. 1531+41.22 R-2829B END TIP PROJECT -LB- POT STA. 1288+76.82 -L- POT STA. 1289+00.00= D B NAD 83/ 2011 NAD 83/ 2011 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 2 :4 1:5 2 P M c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 2 8 4 6 7 \ R - 2 8 2 9 B _ H y d _ D i t c h D e t a i l s . d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ENGINEER HYDRAULICS d 2:1 B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or -Y29RPA- FROM STA. 13+23 TO STA. 18+00 RT DETAIL U B= 5Ft. Max. d= 1.5Ft. Min. D= 1.5Ft. Type of Liner= I Rip-Rap Ground Natural Ditch Slope Front Geotextile ( Not to Scale) 2:12: 1 D B b LATERAL BASE DITCH 1"/Ft. -Y31- FROM STA. 88+77 TO STA. 95+07 RT -Y28A- FROM STA. 13+19 TO STA. 14+02 RT DETAIL B b= 5Ft. B= 5Ft. Min. D= 1.5Ft. Ground Natural Slope Fill ( Not to Scale) LATERAL BASE DITCH 2: 1 D B b d 2:1 1"/Ft. -Y31LPD- FROM STA. 16+47 TO STA. 22+13 LT -Y31RPD- FROM STA. 40+85 TO STA. 44+70 RT -Y31RPD- FROM STA. 34+33 TO STA. 36+72 RT -Y31RPB- FROM STA. 29+39 TO STA. 31+14 RT -Y31RPB- FROM STA. 18+32 TO STA. 21+20 RT -Y30RPD- FROM STA. 15+25 TO STA. 17+85 LT -Y30- FROM STA. 37+79 TO STA. 41+41 LT -Y30- FROM STA. 35+42 TO STA. 37+25 LT -Y30- FROM STA. 26+26 TO STA. 27+79 LT -L- FROM STA. 1390+00 TO STA. 1395+50 LT -Y29RPA- FROM STA. 12+47 TO STA. 13+23 RT -L- FROM STA. 1288+36 TO STA. 1291+00 LT -L- FROM STA. 1232+62 TO STA. 1242+10 RT DETAIL E Ground Natural Slope Fill Geotextile b= 5Ft. B= 5Ft. d= 1.5Ft. Min. D=1.5Ft. (TYP) a Minimum of 1ft Tuck Geotextile Type of Liner= CL I Rip-Rap, Keyed-In And All Widths for Class B Rip-Rap for Class I and II Rip-Rap; Detail Applies When B is < 6.0' 2:1 D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or -Y31RPD- FROM STA. 26+06 TO STA. 34+33 RT -Y29- FROM STA. 40+33 TO STA. 46+00 RT -L- FROM STA. 1256+43 TO STA. 1260+00 LT -Y27- FROM STA. 17+28 TO STA. 19+57 LT DETAIL T B= 2Ft. Min. D= 1.5Ft. Ground Natural Slope Ditch Front B 2:12: 1 D ( Not to Scale) STANDARD BASE DITCH -L- FROM STA. 1345+86 TO STA. 1346+24 RT -Y29- FROM STA. 49+97 TO STA. 50+00 LT (195 LF) DETAIL L B= 3Ft. Min. D= 1.5Ft. Ground Natural Ground Natural -L- FROM STA. 1479+50 TO STA. 1480+50 LT -Y31RPD- FROM STA. 40+10 TO STA. 40+85 RT -Y31RPD- FROM STA. 36+51 TO STA. 39+91 RT -Y31RPC- FROM STA. 34+00 TO STA. 37+85 RT -Y31RPC- FROM STA. 19+26 TO STA. 23+70 RT -Y31FLYDB- FROM STA. 51+50 TO STA. 52+56 RT -Y31RPB- FROM STA. 23+45 TO STA. 26+95 LT -L- FROM STA. 1414+66 TO STA. 1415+37 RT -Y30A- FROM STA. 11+84 TO STA. 12+97 RT -Y30A- FROM STA. 11+00 TO STA. 11+70 RT -Y30A- FROM STA. 12+19 TO STA. 12+91 LT -Y30RPB- FROM STA. 18+39 TO STA. 18+80 LT -Y30RPB- FROM STA. 17+01 TO STA. 18+33 LT -L- FROM STA. 1404+82 TO STA. 1405+50 LT -L- FROM STA. 1404+10 TO STA. 1404+64 LT -L- FROM STA. 1373+34 TO STA. 1374+00 RT -L- FROM STA. 1371+50 TO STA. 1374+10 LT -L- FROM STA. 1342+50 TO STA. 1344+50 RT -Y29RPD- FROM STA. 18+40 TO STA. 23+90 LT -Y29RPA- FROM STA. 26+17 TO STA. 26+95 RT -Y29RPA- FROM STA. 23+00 TO STA. 24+00 LT -Y28A- FROM STA. 20+76 TO STA. 23+00 LT -L- FROM STA. 1311+00 TO STA. 1314+00 RT -L- FROM STA. 1271+49 TO STA. 1275+70 RT Fill Slope2:1 or Flatter b= 3 Ft. d= 1 Ft. Type of Liner= B Rip-Rap b DETAIL W Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile ( Not to Scale) LATERAL BASE DITCH 2:1 D B b d 2:1 1"/Ft. -L- FROM STA. 1323+45 TO STA. 1327+65 RT -L- FROM STA. 1322+20 TO STA. 1331+60 LT DETAIL V b= 5Ft. B= 3Ft. Max. d= 1.5Ft. Min. D= 1.5Ft. Type of Liner= PSRM Ground Natural Slope Fill ( Not to Scale) LATERAL BASE DITCH 2: 1 D B b d 2:1 1"/Ft. -L- FROM STA. 1438+28 TO STA. 1439+35 LT -L- FROM STA. 1427+12 TO STA. 1429+78 RT -Y30A- FROM STA. 16+27 TO STA. 17+87 LT -Y30A- FROM STA. 11+01 TO STA. 11+97 LT -L- FROM STA. 1414+87 TO STA. 1416+49 LT -Y30RPB- FROM STA. 19+01 TO STA. 20+13 RT -Y30RPB- FROM STA. 18+85 TO STA. 20+25 LT -L- FROM STA. 1405+28 TO STA. 1407+02 LT -L- FROM STA. 1405+21 TO STA. 1407+63 RT -L- FROM STA. 1402+65 TO STA. 1404+75 RT -L- FROM STA. 1381+00 TO STA. 1383+00 LT -Y29RPA- FROM STA. 11+71 TO STA. 12+47 RT -L- FROM STA. 1327+63 TO STA. 1330+50 RT -L- FROM STA. 1316+00 TO STA. 1319+90 RT -L- FROM STA. 1313+72 TO STA. 1315+48 RT -L- FROM STA. 1312+00 TO STA. 1314+74 LT -L- FROM STA. 1291+00 TO STA. 1293+02 LT -L- FROM STA. 1283+89 TO STA. 1288+00 RT -Y28- FROM STA. 15+16 TO STA. 17+08 RT -L- FROM STA. 1269+69 TO STA. 1271+03 LT -L- FROM STA. 1264+29 TO STA. 1269+51 LT -L- FROM STA. 1235+00 TO STA. 1244+12 LT DETAIL D Ground Natural Slope Fill Geotextile b= 5Ft. B= 3Ft. d= 1.5Ft. Min. D=1.5Ft. (TYP) a Minimum of 1ft Tuck Geotextile Type of Liner= CL I Rip-Rap, Keyed-In And All Widths for Class B Rip-Rap for Class I and II Rip-Rap; Detail Applies When B is < 6.0' ( Not to Scale) LATERAL BASE DITCH 2: 1 D B b d 2:1 1"/Ft. -Y31LPD- FROM STA. 16+91 TO STA. 22+35 RT -Y30- FROM STA. 22+96 TO STA. 23+98 LT -Y30- FROM STA. 21+48 TO STA. 22+83 RT -L- FROM STA. 1387+50 TO STA. 1390+00 LT -L- FROM STA. 1380+10 TO STA. 1382+00 RT -L- FROM STA. 1380+00 TO STA. 1381+15 LT -L- FROM STA. 1377+00 TO STA. 1378+47 RT -L- FROM STA. 1370+50 TO STA. 1371+47 RT -Y29LPA- FROM STA. 16+33 TO STA. 18+03 LT -Y29LPA- FROM STA. 14+54 TO STA. 16+33 LT -L- FROM STA. 1310+50 TO STA. 1312+00 LT -L- FROM STA. 1288+16 TO STA. 1291+64 RT -L- FROM STA. 1285+49 TO STA. 1288+07 LT -L- FROM STA. 1276+78 TO STA. 1283+89 RT -Y28- FROM STA. 20+20 TO STA. 22+47 LT -Y28- FROM STA. 14+85 TO STA. 16+90 LT -L- FROM STA. 1274+79 TO STA. 1275+55 LT -L- FROM STA. 1269+70 TO STA. 1271+00 LT -L- FROM STA. 1246+59 TO STA. 1248+28 RT -L- FROM STA. 1242+25 TO STA. 1245+00 RT -L- FROM STA. 1244+34 TO STA. 1245+00 LT -Y27A- FROM STA. 20+00 TO STA. 20+93 RT -Y27A- FROM STA. 20+00 TO STA. 20+66 LT -Y27A- FROM STA. 15+20 TO STA. 20+00 LT -Y27- FROM STA. 26+73 TO STA. 27+27 LT -L- FROM STA. 1196+00 TO STA. 1199+00 LT DETAIL C Ground Natural Slope Fill Geotextile b= 5Ft. B= 2Ft. d= 1.5Ft. Min. D=1.5Ft. (TYP) a Minimum of 1ft Tuck Geotextile Type of Liner= CL I Rip-Rap, Keyed-In And All Widths for Class B Rip-Rap for Class I and II Rip-Rap; Detail Applies When B is < 6.0' 2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH B d -Y31FLYDB- FROM STA. 51+65 TO STA. 52+85 LT -Y31FLYDB- FROM STA. 46+64 TO STA. 48+08 RT -Y30RPD- FROM STA. 27+55 TO STA. 27+85 LT (65 LF) -Y30LPB- FROM STA. 19+74 TO STA. 20+17 RT -Y30A- FROM 17+42 STA. TO STA. 17+69 RT (70 LF) -Y29- FROM 50+28 STA. TO STA. 50+28 RT (42 LF) -Y29- FROM 39+46 STA. TO STA. 39+96 RT (63 LF) -Y28A- FROM STA. 14+13 TO STA. 14+55 RT -Y27- FROM STA. 27+49 TO STA. 30+77 RT -Y27- FROM STA. 25+00 TO STA. 25+62 LT DETAIL K Ground Natural Ground Natural Geotextile B= 2Ft. Max. d=1.5Ft. Min. D=1.5Ft. (TYP) a Minimum of 1ft Tuck Geotextile Type of Liner= B Rip-Rap, Keyed-In And All Widths for Class B Rip-Rap for Class I and II Rip-Rap; Detail Applies When B is < 6.0' 2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH B d -Y29- FROM STA. ~9+00 TO STA. 12+00 LT (288 LF) DETAIL N Ground Natural Ground Natural Geotextile B= 3Ft. Max. d=1.5Ft. Min. D=1.5Ft. (TYP) a Minimum of 1ft Tuck Geotextile Type of Liner= B Rip-Rap, Keyed-In And All Widths for Class B Rip-Rap for Class I and II Rip-Rap; Detail Applies When B is < 6.0' 2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH B d -L- FROM STA. 1327+64 TO STA. 1329+18 RT -L- FROM STA. 1374+00 TO STA. 1374+18 LT (80 LF) -Y29RPA- FROM STA. 21+25 TO STA. 21+60 LT -Y27RPA- FROM STA. 25+89 TO STA. 26+09 RT -Y27- FROM STA. 25+62 TO STA. 26+73 LT DETAIL O Ground Natural Ground Natural Geotextile B= 3Ft. Max. d=1.5Ft. Min. D=1.5Ft. (TYP) a Minimum of 1ft Tuck Geotextile Type of Liner= CL I Rip-Rap, Keyed-In And All Widths for Class B Rip-Rap for Class I and II Rip-Rap; Detail Applies When B is < 6.0' 2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH B d -L- FROM STA. 1304+71 TO STA. 1304+88 RT (50 LF) -L- FROM STA. 1253+40 TO STA. 1254+43 LT DETAIL P Ground Natural Ground Natural Geotextile B= 4Ft. Max. d=1.5Ft. Min. D=1.5Ft. (TYP) a Minimum of 1ft Tuck Geotextile Type of Liner= CL I Rip-Rap, Keyed-In And All Widths for Class B Rip-Rap for Class I and II Rip-Rap; Detail Applies When B is < 6.0' 2:1 2:1 D ( Not to Scale) STANDARD BASE DITCH B d -L- FROM STA. 1516+93 TO STA. 1516+96 LT (50 LF) -L- FROM STA. 1390+41 TO STA. 1390+45 RT (130 LF) -L- FROM STA. 1378+33 TO STA. 1380+14 RT (375 LF) -L- FROM STA. 1317+11 TO STA. 1320+18 LT -L- FROM STA. 1249+00 TO STA. 1249+08 LT DETAIL R Ground Natural Ground Natural Geotextile B= 5Ft. Max. d=1.5Ft. Min. D=1.5Ft. (TYP) a Minimum of 1ft Tuck Geotextile Type of Liner= CL II Rip-Rap, Keyed-In And All Widths for Class B Rip-Rap for Class I and II Rip-Rap; Detail Applies When B is < 6.0' ( Not to Scale) BERM BASE DITCH 2:1 2:1 D2: 1 B b d -Y31- FROM STA. 112+84 TO STA. 114+00 RT -L- FROM STA. 1369+00 TO STA. 1371+47 LT -Y29LPD- FROM STA. 14+62 TO STA. 18+50 RT -L- FROM STA. 1308+50 TO STA. 1309+70 LT -L- FROM STA. 1293+50 TO STA. 1296+11 LT -Y27RPD- FROM STA. 19+26 TO STA. 23+66 RT -L- FROM STA. 1199+00 TO STA. 1204+24 LT DETAIL H Ground Natural RDWY Geotextile b= 5Ft. B= 2Ft. d= 1.5Ft. Min. D= 1.5Ft. Type of Liner= B Rip-Rap, Keyed-In a Minimum of 1ft (TYP) Tuck Geotextile ( Not to Scale) BERM BASE DITCH 2:1 2:1 D 2: 1 B b d -L- FROM STA. 1305+00 TO STA. 1308+50 LT -L- FROM STA. 1296+11 TO STA. 1297+95 LT -L- FROM STA. 1250+52 TO STA. 1253+09 RT -Y27LPD- FROM STA. 10+00 TO STA. 15+35 RT -Y27LPA- FROM STA. 16+51 TO STA. 21+57 LT -Y27RPA- FROM STA. 19+71 TO 23+06 LT -Y27- FROM STA. 37+18 TO STA. 37+98 LT DETAIL G Type of Liner= PSRM b= 5Ft. B= 2Ft. Max. d= 1.5Ft. Min. D= 1.5Ft. RDWY Ground Natural ( Not to Scale) BERM BASE DITCH 2:1 2:1 D 2:1 B b -Y31- FROM STA. 114+00 TO STA. 117+76 RT -L- FROM STA. 1298+00 TO STA. 1299+50 LT DETAIL F b= 5Ft. B= 2Ft. Min. D= 1.5Ft. Ground Natural RDWY Flatter4:1 or D 2:1 ( Not to Scale) SPECIAL CUT DITCH -Y31- FROM STA. 109+07 TO STA. 110+82 LT -Y30RPD- FROM STA. 27+35 TO STA. 28+80 LT -Y30RPD- FROM STA. 22+75 TO STA. 26+35 LT -Y30RPD- FROM STA. 11+45 TO STA. 15+25 LT -Y30RPC- FROM STA. 24+60 TO STA. 27+60 RT -L- FROM STA. 1441+90 TO STA. 1443+90 LT -L- FROM STA. 1436+99 TO STA. 1438+00 LT -Y30A- FROM STA. 18+45 TO STA. 19+03 LT -Y30A- FROM STA. 12+98 TO STA. 14+98 RT -L- FROM STA. 1420+80 TO STA. 1422+70 RT -L- FROM STA. 1416+68 TO STA. 1420+56 RT -Y30A- FROM STA. 12+97 TO STA. 14+93 LT -L- FROM STA. 1420+88 TO STA. 1422+97 LT -L- FROM STA. 1418+75 TO STA. 1420+88 LT -Y30RPB- FROM STA. 20+25 TO STA. 21+15 LT -L- FROM STA. 1409+32 TO STA. 1411+67 LT -L- FROM STA. 1407+05 TO STA. 1409+32 LT -L- FROM STA. 1407+63 TO STA. 1408+52 RT -L- FROM STA. 1400+00 TO STA. 1402+65 RT -L- FROM STA. 1399+80 TO STA. 1403+41 LT -L- FROM STA. 1393+19 TO STA. 1394+04 RT -L- FROM STA. 1354+00 TO STA. 1355+00 RT -Y29- FROM STA. 50+00 TO STA. 51+00 LT -Y29- FROM STA. 49+07 TO STA. 50+00 LT -Y29- FROM STA. 50+28 TO STA. 50+53 RT -Y29- FROM STA. 49+00 TO STA. 50+28 RT -Y29- FROM STA. 40+07 TO STA. 41+00 LT -L- FROM STA. 1300+00 TO STA. 1302+50 LT -L- FROM STA. 1298+00 TO STA. 1299+00 RT -L- FROM STA. 1297+00 TO STA. 1298+00 RT -L- FROM STA. 1298+00 TO STA. 1299+00 LT -L- FROM STA. 1297+00 TO STA. 1298+00 LT -L- FROM STA. 1255+71 TO STA. 1256+52 RT -Y27A- FROM STA. 20+93 TO STA. 21+59 RT -Y27A- FROM STA. 20+66 TO STA. 21+54 LT -Y27- FROM STA. 22+08 TO STA. 62+93 RT DETAIL S Min. D=1.5 Ft. Ground Natural Slope Ditch Front 2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH B d -Y31RPC- FROM STA. 19+65 TO STA. 20+00 RT (50 LF) -Y31LPB- FROM STA. 16+75 TO STA. 17+25 LT -Y31A- FROM STA. 16+55 TO STA. 16+77 LT (100 LF) -Y30RPD- FROM STA. 20+61 TO STA. 20+67 LT (115 LF) -Y30RPC- FROM STA. 19+92 TO STA. 20+14 RT (100 LF) -Y30LPB- FROM STA. 15+31 TO STA. 15+34 RT (40 LF) -Y30- FROM STA. 28+00 TO STA. 29+71 RT -L- FROM STA. 1423+76 TO STA. 1423+85 RT (200 LF) -L- FROM STA. 1404+93 TO STA. 1404+93 RT (50 LF) -L- FROM STA. 1314+72 TO STA. 1316+48 LT -Y29RPA- FROM STA. 16+80 TO STA. 21+20 RT -L- FROM STA. 1269+51 STA. 1269+69 LT DETAIL Q Ground Natural Ground Natural Geotextile B= 5Ft. Max. d=1.5Ft. Min. D=1.5Ft. (TYP) a Minimum of 1ft Tuck Geotextile Type of Liner= CL I Rip-Rap, Keyed-In And All Widths for Class B Rip-Rap for Class I and II Rip-Rap; Detail Applies When B is < 6.0' ( Not to Scale) 2:12: 1 D B b LATERAL BASE DITCH 1"/Ft. -L- FROM STA. 1527+06 TO STA. 1529+16 RT -L- FROM STA. 1524+58 TO STA. 1527+06 RT -Y31FLYDB- FROM STA. 38+98 TO STA. 40+64 RT -Y31RPD- FROM STA. 54+28 TO STA. 56+98 RT -Y31RPD- FROM STA. 44+70 TO STA. 48+87 RT -Y31- FROM STA. 111+59 TO STA. 112+52 LT -Y31- FROM STA. 106+01 TO STA. 109+0.7 LT -Y31- FROM STA. 104+86 TO STA. 108+95 RT -Y31- FROM STA. 67+60 TO STA. 69+90 RT -Y31RPD- FROM STA. 13+60 TO STA. 15+31 RT -Y31RPC- FROM STA. 32+20 TO STA. 33+45 RT -Y31LPB- FROM STA. 18+90 TO STA. 21+00 LT -Y31RPB- FROM STA. 15+63 TO STA. 19+31 LT -Y31A- FROM STA. 14+82 TO STA. 17+70 RT -L- FROM STA. 1455+04 TO STA. 1456+19 RT -L- FROM STA. 1452+75 TO STA. 1455+04 RT -L- FROM STA. 1448+22 TO STA. 1452+09 RT -L- FROM STA. 1446+04 TO STA. 1448+22 RT -L- FROM STA. 1439+60 TO STA. 1441+00 LT -L- FROM STA. 1431+83 TO STA. 1434+61 RT -Y30- FROM STA. 46+86 TO STA. 49+16 RT -Y30- FROM STA. 37+71 TO STA. 40+26 RT -Y30- FROM STA. 35+54 TO STA. 37+15 RT -Y30A- FROM STA. 22+02 TO STA. 23+54 LT -Y30A- FROM STA. 19+03 TO STA. 21+69 LT -L- FROM STA. 1249+08 TO STA. 1250+25 LT -L- FROM STA. 1423+30 TO STA. 1423+82 RT -Y28- FROM STA. 19+92 TO STA. 21+93 RT -Y27- FROM STA. 55+28 TO STA. 56+76 RT -Y27- FROM STA. 50+00 TO STA. 51+41 RT -Y27- FROM STA. 19+57 TO STA. 22+15 LT DETAIL A b= 5Ft. B= 2Ft. Min. D= 1.5Ft. Ground Natural Slope Fill B 2:12:1 D ( Not to Scale) STANDARD BASE DITCH -Y31FLYDB- FROM STA. 27+85 TO STA. 27+89 LT (64 LF) -Y31RPD- FROM STA. 37+89 TO STA. 39+28 RT -L- FROM STA. 1461+29 TO STA. 1462+12 RT -Y29RPA- FROM STA. 21+81 TO STA. 23+25 RT (144 LF) -Y29- FROM STA. 43+46 TO STA. 44+84 LT (245 LF) -Y29A- FROM STA. 12+50 TO STA. 12+74 RT (36 LF) -Y29A- FROM STA. 12+17 TO STA. 12+37 RT (100 LF) DETAIL I B= 2Ft. Min. D= 1.5Ft. Ground Natural Ground Natural PROPOSAL FOR 2D-1R-2829B 2 :4 1:5 7 P M c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 2 8 4 6 7 \ R - 2 8 2 9 B _ H y d _ D i t c h D e t a i l s . d g n j e f f r e y .k i n g 8 / 17 / 9 9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ENGINEER HYDRAULICS d 2: 1 B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or -Y29A- FROM STA. 16+30 TO STA. 17+82 LT DETAIL X B= 2Ft. Max. d= 1Ft. Min. D= 1.5Ft. Type of Liner= PSRM Ground Natural Slope Ditch Front 4:1 4: 1 D ( Not to Scale) d STANDARD 'V' DITCH MEDIAN-UNDER BRIDGE -L- FROM STA. 1314+40 TO STA. 1320+08 DETAIL AL Ground Natural Ground Natural Geotextile d=1 Ft. Min. D=1 Ft. (TYP) a Minimum of 1ft Tuck Geotextile Type of Liner= CL B Rip-Rap, Keyed-In ( Not to Scale) d DETAIL AM GROUND NATURAL w DECK DRAIN DISSIPATER PAD INSET INTO NATURAL GROUND GEOTEXTILE & RIP RAP GROUND NATURAL NOTE: PAD TO BE CENTERED UNDER DECK DRAIN W L VIEW PLAN VIEW PROFILE -L- FROM STA. 1314+40 TO 1315+22 RT -L- FROM STA. 1314+41 TO 1315+23 LT d=1 FT L=Variable W=8 FT Type of Liner= CLASS B Rip-Rap ( Not to Scale) RIP RAP AT EMBANKMENT -L- FROM STA. 1321+94 TO STA. 1322+20 LT -L- FROM STA. 1320+88 TO STA. 1320+266 CL -L- FROM STA. 1320+18 TO STA. 1320+50 LT -L- FROM STA. 1319+88 TO STA. 1320+16 RT DETAIL AH Grade Ditch 2FT 10'min. 1.0'min. Until Refusal Channel Bottom Press Riprap into Directed by Engineer Riprap in Locations Place Geotextile Under Type of Liner= 65 TONS,CL II Rip-Rap, Keyed-In LATERAL 'V' DITCH ( Not to Scale) 2:1 2:1 D b d 1"/Ft. -Y28A- FROM STA. 11+55 TO STA. 13+00 RT -Y28A- FROM STA. 10+98 TO STA. 13+50 LT -L- FROM STA. 1195+00 TO STA. 1199+00 RT Slope Fill DETAIL AK Ground Natural Geotextile b=5 Ft. d=1.5 Ft. Min. D=1.5Ft. (TYP) a Minimum of 1ft Tuck Geotextile Type of Liner= CL B Rip-Rap, Keyed-In 4:13:1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) -Y29- FROM STA. 34+28 TO STA. 37+50 LT -Y27RPA- FROM STA. 21+00 TO STA. 24+61 LT -Y27RPA- FROM STA. 21+00 TO STA. 25+00 RT DETAIL AF GROUND NATURAL ( Not to Scale) LATERAL BASE DITCH 2:1 D B b d 2:1 1"/Ft. -Y29RPD- FROM STA. 10+50 TO STA. 14+04 LT -L- FROM STA. 1282+34 TO STA. 1285+49 LT -L- FROM STA. 1276+72 TO STA. 1277+51 LT -L- FROM STA. 1259+54 TO STA. 1271+49 RT -L- FROM STA. 1254+55 TO STA. 1255+71 RT -L- FROM STA. 1252+83 TO STA. 1254+35 RT -L- FROM STA. 1245+00 TO STA. 1246+61 RT -L- FROM STA. 1227+72 TO STA. 1235+00 LT -Y27A- FROM STA. 26+00 TO STA. 29+68 LT -Y27RPA- FROM STA. 28+78 TO STA. 26+09 RT -Y27- FROM STA. 43+41 TO STA. 44+68 RT DETAIL AA b= 5Ft. B= 2Ft. Max. d= 1.5Ft. Min. D= 1.5Ft. Type of Liner= PSRM Ground Natural Slope Fill ( Not to Scale) 2:12: 1 D B b LATERAL BASE DITCH 1"/Ft. -L- FROM STA. 1291+64 TO STA. 1297+96 RT DETAIL AD b=5 Ft. B=3 Ft. Min. D=1.5 Ft. Ground Natural Slope Fill D Min. D=1.5 Ft. ( Not to Scale) LATERAL BASE DITCH 2: 1 D B b d 2:1 1"/Ft. -Y31LPB- FROM STA. 17+25 TO STA. 18+90 LT -Y31RPBD- FROM STA. 21+25 TO STA. 23+99 RT -Y31RPB- FROM STA. 19+31 TO STA. 21+72 LT -Y31RPB- FROM STA. 13+04 TO STA. 18+32 RT -Y31A- FROM STA. 16+77 TO STA. 17+94 LT -Y31A- FROM STA. 11+31 TO STA. 16+77 LT -L- FROM STA. 1447+85 TO STA. 1450+41 LT -L- FROM STA. 1446+60 TO STA. 1447+85 LT -Y30- FROM STA. 33+25 TO STA. 34+00 LT -L- FROM STA. 1390+44 TO STA. 1392+50 RT -L- FROM STA. 1383+00 TO STA. 1387+50 LT -Y29- FROM STA. 12+00 TO STA. 18+00 LT -L- FROM STA. 1314+08 TO STA. 1318+87 RT -L- FROM STA. 1254+43 TO STA. 1256+97 LT DETAIL AG Ground Natural Slope Fill Geotextile b=5 Ft. B=3 Ft. d=1.5 Ft. Min. D=1.5 Ft. (TYP) a Minimum of 1ft Tuck Geotextile Type of Liner= CL B Rip-Rap, Keyed-In And All Widths for Class B Rip-Rap for Class I and II Rip-Rap; Detail Applies When B is < 6.0' ( Not to Scale) LATERAL BASE DITCH 2: 1 D B b d 2:1 1"/Ft. -Y29A- FROM STA. 12+22 TO STA. 14+54 LT -Y29A- FROM STA. 11+19 TO STA. 12+22 LT -Y29- FROM STA. 18+00 TO STA. 20+00 LT -L- FROM STA. 1382+00 TO STA. 1385+47 RT -L- FROM STA. 1377+34 TO STA. 1380+00 LT -L- FROM STA. 1375+50 TO STA. 1377+34 LT -Y28A- FROM STA. 23+93 TO STA. 26+50 RT -L- FROM STA. 1303+50 TO STA. 1304+50 LT -L- FROM STA. 1302+50 TO STA. 1303+50 LT -L- FROM STA. 1247+50 TO STA. 1249+00 LT -L- FROM STA. 1248+37 TO STA. 1250+52 RT -Y27LPD- FROM STA. 20+54 TO STA. 22+07 RT DETAIL AC Ground Natural Slope Fill Geotextile b= 5Ft. B= 2Ft. d= 1.5Ft. Min. D=1.5Ft. (TYP) a Minimum of 1ft Tuck Geotextile Type of Liner= CL B Rip-Rap, Keyed-In And All Widths for Class B Rip-Rap for Class I and II Rip-Rap; Detail Applies When B is < 6.0' ( Not to Scale) BERM BASE DITCH 2:1 2:1 D2:1 B b d -Y29LPD- FROM STA. 13+18 TO STA. 14+62 RT -Y29LPD- FROM STA. 12+00 TO STA. 13+18 RT -Y29- FROM STA. 23+08 TO STA. 25+48 LT DETAIL Y Ground Natural RDWY Geotextile b= 5Ft. B= 2Ft. Max. d=1.5Ft. Min. D=1.5Ft. Type of Liner= CL I Rip-Rap, Keyed-In a Minimum of 1ft (TYP) Tuck Geotextile 2:1 2:1 D ( Not to Scale) STANDARD BASE DITCH B d -Y29RPD FROM STA. 14+04 TO STA. 14+69 LT DETAIL Z Ground Natural Ground Natural Geotextile B= 2Ft. Max. d=1.5Ft. Min. D=1.5Ft. (TYP) a Minimum of 1ft Tuck Geotextile Type of Liner= CL I Rip-Rap, Keyed-In And All Widths for Class B Rip-Rap for Class I and II Rip-Rap; Detail Applies When B is < 6.0' 2:1 2:1 D ( Not to Scale) STANDARD BASE DITCH B d -L- FROM STA. 1319+25 TO STA. 1319+85 RT DETAIL AI Ground Natural Ground Natural Geotextile B= 3Ft. Max. d=1.5Ft. Min. D=1.5Ft. (TYP) a Minimum of 1ft Tuck Geotextile Type of Liner= CL I Rip-Rap, Keyed-In And All Widths for Class B Rip-Rap for Class I and II Rip-Rap; Detail Applies When B is < 6.0' DETAIL AN SEIRAV D B 4" 1:2 ( Not to Scale) GROUND NATURAL B= 2.0' D= 1.5' SEIRAV 1:2 BEHIND NOISE WALL CONCRETE DITCH -Y30LPB- FROM STA. 15+31 TO STA. 16+80 RT -Y30LPB- FROM STA. 10+92 TO STA. 15+25 RT -L- FROM STA. STA. 1443+90 TO STA. 1446+60 LT ( Not to Scale) Flatter 4:1 or Flatter4:1 or -L- FROM STA. 1427+55 TO STA. 1429+00 -Y30RPC- FROM STA. 15+20 TO STA. 26+00 LT -L- FROM STA. 1349+00 TO STA. 1350+50 -L- FROM STA. 1279+50 TO STA. 1295+40 -L- FROM STA. 1358+90 TO STA. 1375+00 -Y29RPA- FROM STA. 25+65 TO STA. 26+80 LT -L- FROM STA. 1227+00 TO STA. 1252+00 -L- FROM STA. 1185+15 TO STA. 1190+00 D D= 1.0' Point Shoulder Point Shoulder PSRM MEDIAN V DITCH w/PSRM DETAIL AB DETAIL AE Type of Liner= PSRM Ground Natural Slope Ditch Front Flatter4:1 or d ( Not to Scale) TYPICAL CUT DITCH W/ PSRM Max. d=1 Ft. or Flatter 2:1 -L- FROM STA. 1468+05 TO STA. 1471+10 RT -L- FROM STA. 1429+70 TO STA. 1430+50 RT -L- FROM STA. 1358+90 TO STA. 1369+55 RT -L- FROM STA. 1358+90 TO STA. 1367+60 LT -L- FROM STA. 1185+15 TO STA. 1190+00 RT -Y30RPC- FROM STA. 22+00 TO STA. 24+60 RT -Y30RPB- FROM STA. 20+13 TO STA. 24+30 RT -Y30RPB- FROM STA. 21+15 TO STA. 26+20 LT -Y30A- FROM STA. 27+20 TO STA. 28+30 LT -Y30A- FROM STA. 23+54 TO STA. 24+00 LT -Y29A- FROM STA. 14+54 TO STA. 16+30 LT -Y29- FROM STA. 19+08 TO STA. 25+78 RT -Y29- FROM STA. 20+55 TO STA. 25+50 LT -Y29LPD- FROM STA. 14+00 TO STA. 17+35 LT -Y27RPA- FROM STA. 21+00 TO STA. 24+60 LT -Y27RPA- FROM STA. 21+00 TO STA. 25+00 RT -Y27LPA- FROM STA. 15+00 TO STA. 17+57 RT PROPOSAL FOR 2D-2R-2829B M A TC H LIN E - L- S TA . 119 7 + 0 0 . 0 0 S E E S H E ET 0 5 NAD 83 License #: F-0299 Phone: 919-854-1282 Raleigh, North Carolina 27607 5420 Wade Park Blvd. Suite 350 Arcadis CE, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 2 : 3 4 P M N 03°17'01" E 58.03' N 24°48'52" W111.70'N 11°48'26" E 154.00' S 26°20'41" W S 11°12'00" W 126.14' S 37°06'18" W338.11' SGG SGH WHF 320 320 320 320 320 330 330 3 3 0 330 330 330 330 330 330 330 330 330 330330 330330 330 3 3 0 330 3 3 0 340 340 340 340 340340 340 340 340 340 340 340 340 340 340340340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 3 4 0 3 4 0 350 350 350 350 350 350 350 350 350 350 350 350350 350 350 350 35 0 350 350 350350 350 350 35 0 350 350 350 350 350 350 350 350 350 3 5 0 360 360 360 360 360 360 360 360 360 360 360360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 36 0 3 6 0 370 370 3 7 0 370 370 370 370 3 7 0 370 370 370 370 370 370 380 380 380 380 EDGE OF AUBURN LLC JANET P STORMS & LINDA S POWELL DB 10839 PG 2259 EDGE OF AUBURN LLC DB 10839 PG 2259 EDGE OF AUBURN LLC DB 10839 PG 2259 1185+00 1190+00 1195+00 -L- 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 3 0 3 0 3 27 26 26 26 F F F F F F F C C C C C F F C F F -L- STA. 1185+15.00 BEGIN TIP PROJECT R-2829B END TIP PROJECT R-2829A -L-PT Sta. 1182+53.04 04 R-2829B CL B RIP RAP CL I RIP RAP SEE DETAIL AK LAT. 'V' DITCH STABILIZATION DETAIL SEE OUTLET CHANNEL 2GI 18 " RC P - I I I 2GI 15" RCP-III FS FS 36" R CP-IV ( Not to Scale) Elevation Natural Bed STA. 1195+87 LT Ground Natural Ground Natural (Variable) Channel Bed PIPE OUTLET CHANNEL STABILIZATION DETAIL 1.5' Type of Liner= CL I Rip-Rap - Keyed-In Length= 17 Ft. (TYP) a Minimum of 1ft Tuck Geotextile in Locations Directed by Engineer *Place Geotextile Under Riprap Geotextile* FOR -L- PROFILE SEE SHT. 44 3 6 ' 3 6 ' 12' PS 12' PS 12' PS 12' PS PROP. CABLE GUIDERAIL 12' PS 12' PS 300' TAPER + 0 0 .0 0 4 8 ' 12' PS 12' PS ME D 7 0 ' ME D 7 0 ' 12' PS 1510' ACCELERATION LANE 8 ' 8 ' PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE R-2829A BY OTHERS R-2829A BY OTHERS 3 6 ' + 17 .5 6 300' TAPER 4 8 ' M ATC H LIN E - L- STA. 12 2 4 + 0 0 .0 0 SEE SH EET 0 6 M A T C H L I N E - L - S T A . 1 1 9 7 + 0 0 . 0 0 S E E S H E E T 0 4 SEE S HEET 25 MATC HLINE -Y27- STA. 28+00.00 STA . 4 4+ 00 .00 SEE SHEET 26 MATCHL INE -Y2 7 - NAD 83 License #: F-0299 Phone: 919-854-1282 Raleigh, North Carolina 27607 5420 Wade Park Blvd. Suite 350 Arcadis CE, Inc. SEE SHEET 29 MATCHLINE -EY6- c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 110 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s . d g n j e f f r e y . k i n g PLANS 0 GRAPHIC SCALE HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 6 / 2 / 9 9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 100502550 3 / 2 7 / 2 0 2 4 2 :4 2 : 4 1 P M 8' SOIL 10' GR S SB B 1S F D B B B B B 8' S OIL GR 1SBLKBUS 15' GR B 8' SOIL EOT W R 2 8 2 9 - 4 R2 8 2 9 - 5 S R 2 5 42 ROCK QUARR Y R D 2 5 ' B S T S R 2 5 4 2 O L D B A U C O M R D 2 4' B S T S F IR EWO OD S T ORAGE EI P EXISTING R/W EXISTING R/W EXIST ING R/ W EXIST ING R/ W E XIS TIN G R/ W E XIS TIN G R/ W N 64°27'55" E 393.38' S 8 6 ° 4 9'0 0 " E 110 8. 2 7' S 18°20'29" W 505.44' S 4 6 °2 5'16" E 2166 .42' 60.00' 0 .5 0 ' E I P - R / W R/ W 0.30'EIP - EI P - R/ W 0.4 3' R/ W 0.5 3' EI P - 4 0 + 0 0 3 5 + 0 0 30+00 3 0+ 0 0 20+00 20+00 25+00 15 + 0 0 15+00 15+00 2 0+0 0 25 +00 20+ 00 15 +0 0 WHH WHQ WHS WHR WRV PAH SGF SGJ SGK SOR 330330 330 330 330 3 30 330 340 340 340 340 340 340 340 340 340 340 340 340 350 350 350 350 350 350 350 350 350 350 350 3 50 350 350 350 350 350 3 50 350 3 5 0 350 3 5 0 350 360 360 360 360 3 6 0 360 360 360 360 360 360 360 360 360 360 360 36 0 3 6 0 360 360 3 6 0 360 360 360 360 360 360360 360 36 0 360 360 3 60 3 6 0 360 360 360 360 360 360 360 360360 360 360 360 360 360 360 360 3 6 0 360 36 0 360 360 360 360 360 360 360 3 6 0 3 60 360 360 3 6 0 360 360 360 36 0 360 370 370 3 70 3 70 370 3 7 0 370 370 3 7 0 3 7 0 370 3 70 370 370 370 370 370 3 7 0 370 3 7 0 370 370370 370 370 370 370 370 370 370 370 370 370 3 7 0 370 370 370 370 370 370 370 370 3 7 0 370 3 7 0 370 3 7 0 37 0 3 7 0 370 370 370 380 380 380 380 380 380 380 3 8 0 380 3 8 0 380 380 380 380 380 380 380 38 0 380 380 380 380 380 380 380 380 380 380 380 380 380 380 3 8 0 380 380 380 380380 380 380380 380 380 38 0 380 38 0 380 380 380 380 3 8 0 38 0 380 380 3 80 3 80 380 380 380 380 3 80 3 80 390 390 390 3 9 0 390 390 390 390 390 390 390 390 390 390 390 3 9 0 390 390 390 390 3 9 0 390 390 390 390 390 390 3 9 0 390 390 390 390 390 390 390 390 390 3 9 0 39 0 39 0 390 390 390 390 390 39 0 3 9 0 4 0 0 400 40 0 4 0 0 400 4 0 0 400 400400 400 400 400 4 0 0 4 00 400 40 0 400 400 400 400 400 4 0 0 400 4 0 0 400 400 400 400 4 00 400 400 USDOT FAA LEASE DB 14256 PG 2754 EDGE OF AUBURN LLC DB 10839 PG 2259 DEACON HOLDINGS LLC DB 18899 PG 2136 BM 2021 PG 1078 BURNETTE FARMS LLC DB 10605 PG 1845 BURNETTE FOREST, LLC. DB 15073 PG 363 BM 1989 PG 1374 BURNETTE FOREST, LLC. DB 15073 PG 363 BM 1989 PG 1374 BURNETTE FARMS LLC DB 10605 PG 1845 BURNETTE FARMS LLC DB 10605 PG 1845 BURNETTE FARMS LLC DB 10605 PG 1845 CHORD WSE=356.7' POND WSE=356.7' POND 1200+00 1205+00 1210+00 1215+00 1220+00 -L- 0 2 0 2 0 2 0 2 B-77 TYPE 0 2 0 2 0 1 0 0B-77 TYPE IA-MASH TL-3 B-77 TYPE IA-MASH TL-3 0 2 0 2 0 1 0 0 B-77 TYPE 0 1 0 2 0 3 0 4 0 5 0 1 0 2 0 3 0 4 0 5 0 5 05 0 5 GREU TL-3 GREU TL-3 030201000 1 0 50 4 020 304050 6 0 7 08 08 07 06 05 04 03 02 01 00 01 02 03 04 05 08 07 07 08 06 05 06 07 06 05 04 0302 01 0 0 0 065 0 0 6 5 0 0 0 30 2 0 1 0 4 03 04 0506 0 7 02 08 01 0 0 00 01 0 1 02 03 0 2 0 1 AT-1 04 05 0 6 0 7 0 8 03 04 0 5 0 6 0 7 0 8 + 9 0 .0 0 01 00 01 02 02 0 8 0 7 0 6 0 5 04 03 02 0 8 07 0 6 05 03 TYPE-III 04 TYPE-III 03 04 02 00 G REU TL-3 00 01 01 02 0 8 +0 0.0 0 0 3 0 2 03 0 4 05 0 6 0 7 08 08 070 4 0 3 0 6 GREU TL-3 0 3 05 0 3 0 3 0 3 0 2 0 3 GUIDERAIL AUPROP. CABLE GUIDERAIL AUPROP. CABLE 504 26 2703 30 30 29 30 31 31 26 C FF F C C C F C C C C F F C C C C C C C C C C C C C C CF F C F C C C C C C C C C C C C C C C C C C F C C C C F F F FF F F F F F F C F F F F F F F C C C C F C C F F F F F F C C 16 ", DI 16 ", DI 16 ", DI 16 ", DI W W W W -Y27-PRC Sta. 41+60.59 - Y2 7- -Y27-PCC Sta. 28+72.57 -Y27-POC Sta. 31+05.85= -Y27RPD-POT Sta. 33+89.90 -Y27-POC Sta. 31+46.42= -Y27LPD-POT Sta. 23+40.18 - Y27LPD- - Y27RPD- -Y27LPD-CS Sta. 18+40.02 -Y27LPD-ST Sta. 20+80.02 -Y27RPD-PT Sta. 30+85.77 -Y27LPD-SC Sta. 12+40.00 -Y27RPD-SC Sta. 27+01.86 -Y27RPD-TS Sta. 24+61.86 -Y27RPD-ST Sta. 23+71.28 -Y27RPD-CS Sta. 21+31.28 -Y27RPD- -Y27RPD-SC Sta. 12+40.00 -Y27LPA- -Y27RPA- -Y27RPA-TS Sta. 15+49.28 -Y27RPA-SC Sta. 17+89.28 - Y 27R PA - -Y27RPA-CS Sta. 21+52.09 -Y27RPA-SRS Sta. 23+92.09 -Y27RPA-SC Sta. 26+32.09 -Y27RPA-PT Sta. 28+65.72 -Y27-POC Sta. 42+75.20= -Y27RPA-POT Sta. 29+64.26 -Y27-POC Sta. 42+25.13= -Y27LPA-POT Sta. 22+33.27 -Y27LPA- -Y27LPA-ST Sta. 21+22.03 -Y27LPA-CS Sta. 18+82.03 -Y27LPA-SC Sta. 14+30.64 -Y27LPA-TS Sta. 11+90.64-L- POT Sta. 1203+89.76 -Y27-PCC Sta. 35+51.81 OFF=71' LT -L- POT Sta. 1204+91.97 -Y27LPA-POT Sta. 10+00.00 OFF= 71' RT -L- POT Sta. 1204+92.56 -Y27LPD-POT Sta. 10+00.00 -Y27_GW-PC Sta. 19+04.54 -Y27_GW-POT Sta. 20+00.00 -Y27_GW-PT Sta. 19+61.73 -L-SC Sta. 1209+18.63 -L-TS Sta. 1206+68.63 4' P S 5" MONO. CONC.IS LAND IS LAND 5 ' MONO. CONC. R 80' R 80' R 8 0' R 80' PROP. M UP 5" MONO. CONC .ISLAND 5 " MONO. CONC.ISLAND 5" M ON O. CO NC.ISLAN D T H H E OI EOI 6 0 0 P R 7 2 F O 72 FO72 FO600 PR 600 PR 6 0 0 P R 72 F O216 F O216 FO 7 2 F O 7 2 F O 6 0 0 P R EOI 05 FOR -Y27LPD- PROFILE SEE SHT. 58 FOR -Y27RPD- PROFILE SEE SHT. 60 FOR -Y27LPA- PROFILE SEE SHT. 58 FOR -Y27- PROFILE SEE SHT. 56 FOR -Y27RPA- PROFILE SEE SHT. 59 FOR -L- PROFILE SEE SHTS. 44 & 45FOR -L- CURVE DATA SEE SHT. 3A-1 FOR -Y27- CURVE DATA SEE SHT. 3A-1 FOR -Y27RPA- CURVE DATA SEE SHT. 3A-1 FOR -Y27LPA- CURVE DATA SEE SHT. 3A-1 FOR -Y27RPD- CURVE DATA SEE SHT. 3A-1 FOR -Y27LPD- CURVE DATA SEE SHT. 3A-1 PROPOSED SIGNAL FOR -Y27_GW- PROFILE SEE SHT. 57FOR -Y27_GW- CURVE DATA SEE SHT. 3A-1 R-2829B GRADE TO DRAIN GRADE TO DRAIN GRADE TO DRAIN RETAIN SEE DETAIL O STD. 3' BASE DITCH SEE DETAIL K STD. 2' BASE DITCH CL B RIP RAP 15 " RC P 15 " R CP 24" HDPE 18" RCP 15 " RC P 15 " R CP 24" HDPE INV=356.40' INV=356.77' 30" RCP-IV 30" RCP-IV DI DI 2GI 2GI 15" RCP-III FS CB DI CB DI CB CB 15" RCP-IV CB CB CB 2GI 2GI 2GI 2GI CB 2GI 2GI 2GI 1 8 " RC P - I I I 18" RCP-III 15 " RC P- III 18 " RC P - IV FS FS 18" RCP-IV CB 15" RCP-IV 15" RCP-IV 15" RCP-IV REMOVE REMOVE 15" RC P -IV 15" RCP-IV 18" RC P- IV 15" RCP-IV 15" RCP-IV REMOVE CB CB CB 15" RC P-IV DI DI 1 8 " RC P -IV 18 " RCP-IV 18" R CP-IV 18" RC P-IV 18" RCP-IV 24 " RCP-IV CB FS FS FS FS CB15" RCP-IV CB 2GI 2GI 2GI 2GI CB 1 5 " R C P-I V 15" RCP-IV 15" RCP-IV 2GI 2GI FS 36" RCP-III 36" RCP-III FS FSFS FS 2GI 24" RCP-III 18" RCP-III 18" RCP-III 18" RCP-III 15" R C P-III FS 18" RCP-III 2GI 2GI 15" RCP-III 15" RCP-III SEE DETAIL G 2' BASE BERM DITCH SEE DETAIL G 2' BASE BERM DITCH 2GI 18" R CP-IV 1 8 " R C P - I II 15" RCP-IV 15" RCP-IV DI CB 2GI 2GI 15" RCP-IV FS 15" RCP-III 2GI FS 15" RCP-IV 2GI 2GI 15" RCP-IV FS FS 2GI 18" RCP-III 18" RCP-III 2GI-A 2GI-A 2GI-A 2GI-A 2GI-A 2GI-A 2GI-A BDO 15" SEE DETAIL G 2' BASE BERM DITCH SEE DETAIL G 2' BASE BERM DITCH 2GI-A 2GI 15 " RC P- I II 2GI 15 " RCP- III DI 15" RCP-IV 2 4 " RC P- III DI 15" RCP-IV 3OTCB 24" RCP-III 2GI-A 30" RCP-III 30" RCP-III 24" RCP-IV 24" RCP-IV 18" RCP-III FS FS FS FS FS FS 15" RCP-III FS 15" RCP-III 30" RCP-IV 30" RCP-IV SEE DETAIL H 2' BASE BERM DITCH SEE DETAIL G 2' BASE BERM DITCH SEE DETAIL C LAT. 2' BASE DITCH 2GI FS 15" RCP-III SEE DETAIL AA LAT. 2' BASE DITCH REMOVE REMOVE REMOVE 42" RCP-III 42" RCP-III DRAIN POND SEE DETAIL P STD. 4' BASE DITCH 18" RCP-III DI DI 18" - W/ ELBO WS FS DI SEE DETAIL AC LAT. 2' BASE DITCH R C P-III 3 0 " R C P-III 3 0 " 4 8 ' 12' PS 12' PS 12' PS ME D 7 0 ' 14' PS 8:1 12' PS 3 6 ' PROP. GUARDRAIL GUARDRAIL PROP.TYP. 50' 3 6 ' 12' PS 12' PS PROP. CABLE GUIDERAIL 12' PS 12' PS 3 6' ME D 70 ' 16' 3 6' 12' PS 48' 8:1 12' PS 14' PS 12' PS TYP . 30' 8:1 4' PS 16' 4' PS 4' PS PROP. 2'-6" C&G TYP.30' 4 ' P S 18' P R OP . 2 '- 6 " C&G A 16' 4' PS P S P ROP . 2 '-6" C&G 4' PS 18' TYP. 30' 4' PS 4' PS TYP.30' 8:14' PS 4' PS TYP. 30' PR O P. 1'-6" C&G 24'ME D.17.5' PROP. MUP PR OP. 2'-6" C&G PRO P . 1'-6 " C& G PROP . 1'-6 " C& G 4' P S 12' +25.00 14'14' 11' 12' 14'14'14'14' P ROP . GUAR DR AILT YP . 35' -Y27- STA. 34+25+/- BEGIN BRIDGE BEGIN APPROACH SLAB -Y27- STA. 34+02 +/- END BRIDGE END APPROACH SLAB -Y27- STA. 36+98 +/- -Y27- STA. 36+74 +/- P R OP . 1'- 6" C&G P ROP . 1'- 6" C&G MED . 17.5' P ROP . MUP P ROP . GUARDRAIL PROP . 2 '- 6 " C&G P ROP . 2 '- 6" C&G T YP . 3 5 ' 14'14' 14'14' MED. 17.5' 14'11' 14'11' 12'12' 16 ' 12' PS D 12' F UT. S IDE WALK F UT. SIDEWALK 12' PS8:1 8:1 + 0 3 .2 5 1510' ACCELERATION LANE 475' DECELERATION LANE + 74.70 12' PS + 9 0 .95 LANE 780' ACCELERATION 4 0 0' LANE TAP ER + 3 5.0 0 24' 18' 2 4' + 2 5 . 0 0180' LANE TAPER 8 ' 8 ' 8' 16:1 TAPER 8 ' 8' 4' P S 4' PS 11' 14' 12' PROP. WW FENCE PROP. WW FENCE PROP. W W FEN CE PROP . WW FENCE PROP. WW FENCE PROP . WW FENCE PROP . WW FENCE P R OP. WW F E NCE PROP. WW FENCE P ROP . WW F E NCE P ROP . WW F E NCE LAN E DRO P 6 0 0' TA P E R PAVEMENT EX. ASPHALT REMOVE PAVEMENT EX. ASPHALT REMOVE PAVEMENT EX. ASPHALT REMOVE PAVEMENT EX. ASPHALT REMOVE 300' TAPER 10 0' TAP E R PROP. WW FENCE 4' -Y27LPA- +35.07 575' DECELERATION LANE 4 8 ' 8:112' PS -Y27LPD- +37.10 575' DECELERATION LANE TYP. 30' BEGIN C&G BEGIN C&G +25.00 74'- 6" CLEAR ROADW AY M ATC H LIN E - L- S TA. 12 3 6 + 0 0 .0 0 S EE SH EET 0 7 M A T C H LI N E - L- S T A . 1 2 2 4 + 0 0 . 0 0 S E E S H E E T 0 5 NAD 83License #: F-0299 Phone: 919-854-1282 Raleigh, North Carolina 27607 5420 Wade Park Blvd. Suite 350 Arcadis CE, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 2 : 5 2 P M WHJ SGK 290 300 300 300 300 300 300 300 300 300 300 300300300 3 10 310 310 310 310 310 310 310 310 3 10 310 310 310310 310310 310 310 3 10 310 310 3 2 0 3 2 0 3 2 0 320 320 320 320 320 320 320 320 320320 320 320 320 320 320 320 320 320 320 330 3 3 0 330 330 330 330 3 3 0 330 330 330 330 330 330 330 330 330 330 330 340 340 340 3 40 3 4 0 340 340 340 3 4 0 340 340 340 340 340340 340 340 350 350 350 350 350 350 350 350 350 350 3 50 350 350 350 350 350 350 35035 0 360 360 360 360 360 360 360 360 360360 3 60 360 BURNETTE FOREST, LLC. DB 15073 PG 363 BM 1989 PG 1374 BURNETTE FOREST, LLC. DB 15073 PG 363 BM 1989 PG 1374 1225+00 1230+00 1235+00 -L- 0 5 0 5 0 5 GREU TL-3 0 5 GUIDERAIL AUPROP. CABLE 31 31 C C C C F F C F F C C F F F C C C C CC F C OFF= 71' RT -L- POT Sta. 1224+54.75 -Y27RPD-POT Sta. 10+00.00 OFF= 71' LT -L- POT Sta. 1224+03.18 -Y27RPA-POT Sta. 10+00.00 06 R-2829B CL B RIP RAP CL I RIP RAP 2GI 2GI 18" RCP-IV 2GI FS FS FS 24" RCP-III 24" RCP-III SEE DETAIL AA LAT. 2' BASE DITCH 2GI-A 2GI-A 2GI-A 2GI-A FS FS FS FS 15 " RC P- I II 18 " RC P- IV 2GI-A FS 48" RCP-III 48" RCP-III 48" RCP-III SEE DETAIL E LAT. 5' BASE DITCH 2GI 2GI W/ ELBOWS 18" 2GI-A FS FOR -L- PROFILE SEE SHT. 45FOR -L- CURVE DATA SEE SHT. 3A-1 ME D 7 0 ' 12' PS 4 8 ' 4 8' 12' PS 300' TAPER PROP. CABLE GUIDERAIL + 0 3 .18 300' TAPER 3 6 ' 3 6 ' 12' PS 12' PS 12' PS 12' PS 8:1 BEGIN SBG -L- +00.00 PROP. SBG PROP. GUARDRAIL ME D 70 ' 12' PS 3 6 ' 12' PS 12' PS + 5 0 .0 0 780' ACCELERATION LANE 12' PS 8 ' 8' PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE 11.67' PS 4 8 ' 3 6 ' M A T C H LI N E - L- S T A . 1 2 4 9 + 0 0 . 0 0 S E E S H E E T 0 8M A T C H LI N E - L- S T A . 1 2 3 6 + 0 0 . 0 0 S E E S H E E T 0 6 N A D 83 License #: F-0299 Phone: 919-854-1282 Raleigh, North Carolina 27607 5420 Wade Park Blvd. Suite 350 Arcadis CE, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 3 : 0 2 P M 2SFD B EIP EIP EIP EIP EIP EIP 15' DRAINAGE AND UTILITY EASE MENT B M 1976 PG 152 N 66 °50'24" E 400.16' N 77°57'29" E 44.86' N 8 3° 3 9'2 0" E 2 8 2.8 6' N 35°20'22" E 136.93' N 50°00'30" E 106.73' N 0 3 °28 '0 4 " E 8 3.80 'S 78°27'00" E116.29' S 3 9 °4 8 ' 3 4 " E 2 5 2 . 0 4 ' S 17°06'52" E 4 8 .20 ' S 18°2 8 '49" E 152.11' S 83°47'04" E 49.21' S 15°50'54" W 72.04' S 0 1°11'3 0 " W 99.98' S 3 2 °2 7 '5 7 " E 3 0 8 .3 7 ' WHU WHP WHM WHO SGK SGJ SGJ 250 250 250 250250250 250 250 2 5 0 250 250 250 2 5 0 260 260 260 260 260 260 2 60 260 260 260 260 260 260 26 0 260 260260 260 260 260 260 260 260 260 260 260 2 6 0 260 260 260 260 270 270 270 270 270 270 270 270 270 270 2 7 0 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 2 7 0 270 270 270 270 270 270 270 2702 7 0 270 270 270 2 7 0 270 280 280 280 280 280 280 280 2 8 0 280 2 80 280 280 280 280 280 280 280 2 8 0 280 280 280 280 2 8 0 290 290 290 290 290 290 2 9 0 290 290 290 290 290 290 2 90290 290 290 30 0 3 0 0 3 0 0 300 300 3 0 0 300 300 3 0 0 310 310 310 JOHN R & CYNTHIA L BAUCOM, III DB 5556 PG 296 BM 2017 PG 1632 BURNETTE FOREST, LLC. DB 15073 PG 363 BM 1989 PG 1374 BURNETTE FOREST, LLC. DB 15073 PG 363 BM 1989 PG 1374 CITY OF RALEIGH, COUNTY OF WAKE DB 11637 PG 2770 BM 2005 PG 1481 BM 2007 PG 1372 LONG BRANCH FARM LLC DB 14261 PG 1125 BM 1999 PG 579 CHORD CHORD CHORD CHORD 1240+00 1245+00 0 5 0 5 0 4 0 3 0 2 0 4 0 3 0 2 0 2 CAT-1 0 1 0 1 0 0 0 0 0 1 0 2 0 3 0 4 0 5 0 5 0 4 0 30 20 1 0 5 0 5 0 1 0 0 0 2 0 2 0 1 0 2 0 2 0 1 0 0 0 1 0 2 0 2 0 2 GUIDERAIL AU PROP. CABLE 31 31 35 33 32 FF FF F F F F F F F F F F F F F FF F F -L- POT Sta. 1243+18 +/- -L-CS Sta. 1237+23.41 -L-ST Sta. 1239+73.41 -L-TS Sta. 1243+74.57 -L-SC Sta. 1246+24.57 -L- 07 R-2829B W/SILLS AN D BAFFLES 2 @ 6'x8' RC BC SEE DETAIL AC LAT. 2' BASE DITCH CLASS II RIP RAP CLASS II RIP RAP SEE DETAIL AA LAT. 2' BASE DITCH STABILIZATION DETAIL SEE OUTLET CHANNEL STABILIZATION DETAIL SEE INLET CHANNEL HW 60" RCP-IV 2GI 2GI 18 " RC P- IV 15" RCP-III FS FS 2GI SEE DETAIL D LAT. 3' BASE DITCH 2GI 2GI 2GI SEE DETAIL C LAT. 2' BASE DITCH 2GI 2GI 15 " RC P- III 2GI FS SEE DETAIL C LAT. 2' BASE DITCH SEE DETAIL C LAT. 2' BASE DITCH SEE DETAIL E LAT. 5' BASE DITCH W / ELBO W S 18 " 15 " W / ELBO W S 15 " W / ELBO W S W/ ELBOWS 15" W/ ELBOWS 15" W / ELBO W S 15 " W/SILLS AND BAFFLES 2 @ 6'x8' RC BC ( Not to Scale) Elevation Natural Bed STA. 1244+22 LT Ground Natural Ground Natural (Variable) Channel Bed PIPE OUTLET CHANNEL STABILIZATION DETAIL 2' Type of Liner= CL II Rip-Rap - Keyed-In Length= 90 Ft. (TYP) a Minimum of 1ft Tuck Geotextile in Locations Directed by Engineer *Place Geotextile Under Riprap Geotextile* ( Not to Scale) Elevation Natural Bed STA. 1242+20 RT Ground Natural Ground Natural (Variable) Channel Bed PIPE INLET CHANNEL STABILIZATION DETAIL 2' Type of Liner= CL II Rip-Rap - Keyed-In Length= 40 Ft. (TYP) a Minimum of 1ft Tuck Geotextile in Locations Directed by Engineer *Place Geotextile Under Riprap Geotextile* FOR -L- PROFILE SEE SHTS. 45 & 46FOR -L- CURVE DATA SEE SHT. 3A-1 3 6 ' 3 6 ' 12' PS 8:1 PROP. CABLE GUIDERAIL PROP. SBG 12' PS PROP. GUARDRAIL PROP. GUARDRAIL 12' PS PROP. SBG PROP. SBG TYP. 50' ME D 7 0 ' 3 6 ' 12' PS PROP. SBG PROP. GUARDRAIL PROP. SBG PROP. GUARDRAIL 3 6 ' 12' PS ME D 7 0 ' PROP. GUARDRAIL PROP. GUARDRAIL 8 ' 8 ' PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE PROP. WW FENCEPROP. WW FENCE PROP. WW FENCE 11.67' PS 11.67' PS 11.67' PS 11.67' PS 11.67' PS 11.67' PS 12' PS BEGIN SBG L- +70.00 M A T C H LI N E - L - S T A . 1 2 6 2 + 0 0 . 0 0 S E E S H E E T 0 9M A TC H LIN E - L- STA . 12 4 9 + 0 0 .0 0 SEE S H EET 0 7 NAD 83 License #: F-0299 Phone: 919-854-1282 Raleigh, North Carolina 27607 5420 Wade Park Blvd. Suite 350 Arcadis CE, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 3 : 12 P M 12' SOIL 1SFD 12 ' G R S BRANCH RD 14' GR 8' SOIL 12 ' GR S SOIL 8' SOIL 15' G R 15' GR W R2829-7 R2829-6 EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP 15' DR AIN A GE A N D UTILIT Y E ASE ME NT B M 1976 P G 152 20' UTILIT Y/ A C CESS E ASE ME NT B M 2006 P G 1711 E XISTIN G 30' A C CESS E ASE ME NT B M 1999 P G 579 S C A L E D F R O M B M 1 9 7 1 P G 3 0 9 C O MP A N Y U N D E R G R O U N D C A B L E B E L L T E L E P H O N E & T E L E G R A P H A P P R O X L O C A T I O N 16 . 5 ' R / W S O U T H E R N S 3 9 °4 8 '3 4 " E S 17°06'52" E S 83°47'04" E 49.21' N 10°04'49" E 389.97' S 83°39'54" E 270.30' N 06°13'55" E 499.98' S 7 6°0 1'17" E 28 5.42' S 7 6°0 3'18" E 4 32.3 5' N 60°07'41" E257.12'N 34°37'18" E 220.82' N 26°37'23" E 191.81' N 27°3 0 '5 1" W 73.4 4' N 38°03'02" E 30.30' N 2 4 °07'4 6 " W 44 .6 1' N 06°48'27" E 645.13' S 7 1°5 4'5 1" E 7 9 2.8 6' N 7 1°5 4'2 8" W 4 0 8.14' S 29°52'18" W 224.28' N 84°47'41" W 151.57'S 29°51'22" W 421.97' PROPERTY LINE PER GIS. DEED HAS NO LEGAL DESCIPTION. SCALED FROM BM 2006 PG 1711 100' WELL EASEMENT S GJ SGJ S GJ 230 230 230 230 230 230 2 30 230 240 240 2 4 0 240 240 240 240 240 240 240 24 0 2 40 240 240 240 240 240 240 240 240 240 240 240 240 240 240 2 4 0 240 240240 250 250 250 250 250 25 0 250 250 250 250 250 250 2 5 0 250 250 250 250 250 250 250 250 250 250 2 50 250 2 5 0 250 2 5 0 250 250 260 260 260 260 260 260 2 6 0 260 260 260 260 260 260 260 260 260 2 6 0 260 260 260 260 260 260 260 260 26 0 260 260 2 6 0 270 270 270 270 270 2 70 2 70 270 270 270 270 270 270 2 7 0 2 70 280 280 280 280 2 80 280 280 DB 17157 PG 1213 BM 1971 PG 309 BM 1996 PG 183 BM 2006 PG 1711 DB 17292 PG 2136 BM 1999 PG 579 CITY OF RALEIGH, COUNTY OF WAKE DB 11637 PG 2770 BM 2005 PG 1481 BM 2007 PG 1372 DB 13008 PG 1140 BM 1999 PG 579 DB 14261 PG 1125 BM 1999 PG 579 DB 13008 PG 1140 BM 1999 PG 579 JOHN R & CYNTHIA L BAUCOM, III DB 5556 PG 296 BM 2017 PG 1632 LARRY D & NACY W WAGNER DB 2622 PG 772 BM 1974 PG 472 FOSTON CURTIS,III LOANDEPOT.COM LLC LAURA S FRANCIS LONG BRANCH FARM LLC LAURA S FRANCIS GEORGE CHIPOURAS DB 13713 PG 1383 WSE=261.5' POND WSE=261.5' POND 1250+00 1255+00 1260+00 -L- 0 5 0 5 CAT-1 34 804 33 35 32 36 36 37 F F FF F F F F C C F FF F C C F F F C C C F F -L-CS Sta. 1261+94.71 LT 08 R-2829B SEE DETAIL AA LAT. 2' BASE DITCH CLASS B RIP RAP CLASS B RIP RAP CLASS B RIP RAP SEE DETAIL AA LAT. 2' BASE DITCH SEE DETAIL AC LAT. 2' BASE DITCH SEE DETAIL S SPEC. CUT V DITCH SEE DETAIL T SPEC. CUT 2' BASE DITCH SEE DETAIL AA LAT. 2' BASE DITCH SEE DETAIL G LAT. 2' BASE BERM DITCH SEE DETAIL AG LAT. 3' BASE DITCH CLASS B RIP RAPHW 2GI-D FS 2GI 2GI 2GI 15 " RC P- III 2GI W/ELBOWS 15" SEE DETAIL R STD. 5' BASE DITCH SEE DETAIL P STD. 4' BASE DITCH FS 2GI-A 2GI-A 4 2 " RC P - IV FS 18" RCP-III 48" RCP-IV 4 8 " RC P- IV 2GI-D 15" RCP-III 2GI-D 15" RCP-III 42" RCP-III 2GI W/ ELBOWS 15" W/ ELBOWS 15" 2GI-A SEE DETAIL A LAT. 2' BASE DITCH 2GI 15" RCP-III FOR -L- PROFILE SEE SHT. 46FOR -L- CURVE DATA SEE SHT. 3A-1 3 6 ' 3 6' 3 6' 3 6 ' 12' PS 12' PS 12' PS 14' PS 8:1 PROP. CABLE GUIDERAIL END SBG -L- +50.00 PROP. GUARDRAIL PROP. SBG END SBG -L- +50.00 BEGIN SBG PROP. SBG PROP. GUARDRAIL PROP. GUARDRAIL PROP. SBG 12' PS -L- +57.27 END SBG -L- +55.00 BEGIN SBG -L- +00.00 PROP. SBG M E D 7 0' ME D 70 ' 12' PS 12' PS 8'8' PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE 11.67' PS 11.67' PS 14' PS 11.67' PS 11.67' PS 11.67' PS M A TC H LIN E - L- S TA . 12 7 5 + 0 0 . 0 0 S E E S H EET 10M A TC H LIN E - L- S TA . 12 6 2 + 0 0 .0 0 S E E S H EET 0 8 NAD 83 License #: F-0299 Phone: 919-854-1282 Raleigh, North Carolina 27607 5420 Wade Park Blvd. Suite 350 Arcadis CE, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 3 : 2 1 P M 8 ' S OIL B B SOIL CONC S OI L EIP EIP EIP 30' ACESS EASEMENT BM 1996 PG 183 N 60°45' 29" E 2 2 5.0 9' N 29°51'37" E 1104.34' N 29°50'45" E 256.36' N 7 1° 5 4' 2 8 " W 2 4 1. 7 7' S 29°52'04" W 166.80' N 18°05'32" E 635.71' S 7 1° 5 4' 2 8 " E 7 5 1. 8 7' N 29°52'04" E 681.19' N 6 0 °10 ' 0 2 " W 8 3 . 8 1' S 29°51'29" W 1285.35' PROPERTY LINE PER GIS. DEED HAS NO LEGAL DESCIPTION. 19 9 9 P G 5 7 9 E A S E ME N T B M 3 0 ' A C E S S WI A WIB WIC WID WIE SGQ WIA 210 210 210 210 210 210 210 220 220 220 220 220 220 220 2 2 0 220 2 2 0 220 220 220 220 220 220 220 220 220 220 230 2 3 0 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 240 240 240 240 240 240 2 4 0 240 240 2 4 0 240 2 4 0 240 2 4 0 240 240 240 240 2 4 0 240 2 4 0 240 240 240 250 250 250 250 250 2 50 250 250 250 250 250 250 250 250 2 5 0 250 250 250 250 250 250 2 5 0 250 250 250 250 250 250 250 26 0 260 260 260 260 260 260 260 DB 17982 PG 520 BM 2003 PG 2169 DB 17655 PG 2676 BM 1996 PG 183 DB 14261 PG 1125 BM 1999 PG 579 DB 14261 PG 1125 BM 1999 PG 579 DB 17982 PG 520 BM 2003 PG 2169 DB 13713 PG 1383 DB 14261 PG 1125 BM 1999 PG 579 GEORGE CHIPOURAS LONG BRANCH FARM LLC MICHAEL MASTRIANO IGLESIA EVANGELICA MAP, INC LONG BRANCH FARM LLC MICHAEL MASTRIANO LONG BRANCH FARM LLC CHORD CHORD 1265+00 1270+00 1275+00 -L- 1275+00 0 1 0 0 0 2 0 2 0 4 0 3 0 2 0 2 0 2 0 1 0 4 0 3 0 2 0 1 0 0 0 1 B-77 TYPE 0 2 0 2 0 2 0 2 B-77 TYPEGREU TL-3 GREU TL-3 GUIDERAIL AU PROP. CABLE GUIDERAIL AU PROP. CABLE 36 32 37 32 32 37 FF F F F F F F F F F F F F F F F F F -L-ST Sta. 1264+44.71 09 R-2829B SEE DETAIL W TOE PROTECTION SEE DETAIL D LAT. 3' BASE DITCH SEE DETAIL AA LAT. 2' BASE DITCH SEE DETAIL AA LAT. 2' BASE DITCH SEE DETAIL AA LAT. 2' BASE DITCH CL B RIP RAP CL I RIP RAP CL B RIP RAP CL B RIP RAPSEE DETAIL AA LAT. 2' BASE DITCH HW HW 2GI 2GI 2GI 2GI 15" RCP-III FS 15" RCP-III 2GI 15" RCP-III 15 " RC P- III 15 " RC P- III 18 " 2 ELBO W S 42 " RCP- IV 42 " RCP-IV FS 2GI-D 5 4 " RC P- IV 2GI-A 2GI 2GI 15" RCP-III 2GI 15" RCP-III SEE DETAIL Q CLASS I RIP RAP STD. 5' BASE DITCH w / ELBO W S 15 " 15 " w / ELBO W S w / ELBO W S 15 " SEE DETAIL C LAT. 2' BASE DITCH 2GI ELBO W S 15 " w / ELBO W S 15 " w / 15" RCP-III FOR -L- PROFILE SEE SHTS. 46 & 47FOR -L- CURVE DATA SEE SHT. 3A-1 3 6 ' 3 6 ' 12' PS 12' PS 8:1 PROP. CABLE GUIDERAIL PROP. SBG PROP. GUARDRAIL TYP. 50' PROP. SBG PROP. GUARDRAIL -L- +50.00 BEGIN SBG ME D 7 0 ' PROP. SBG PROP. GUARDRAIL 8:1 3 6 ' ME D 7 0 ' PROP. GUARDRAIL 12' PS 3 6 ' 12' PS 8 ' 8 ' PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE 11.67' PS 11.67' PS 11.67' PS 11.67' PS 12' PS M A TC H LIN E - L- S TA . 12 8 9 + 0 0 . 0 0 S E E S H EET 11M A TC H LIN E - L- S TA . 12 7 5 + 0 0 . 0 0 S EE S H E E T 0 9 License #: F-0299 Phone: 919-854-1282 Raleigh, North Carolina 27607 5420 Wade Park Blvd. Suite 350 Arcadis CE, Inc. SEE SHEET 30 MATCHLINE -EY7- NAD 83 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 3 : 3 0 P M 12' SOIL S R 2 5 5 2 B AT T LE B R IDGE R D 2 4' B S T EIP EIP M O N M O N EX IS T ING R / W E XIS T IN G R / W S 6 0 °0 9 ' 3 0 " E 2 12 . 18 ' N 29°36'05" E S 29°51'29" W 5.05' S 14°55'50" E 267.62' S 6 4 ° 3 4' 2 8 " E 4 3 0 . 5 2' S 5 8 °2 9 ' 3 5 " E 8 9 0 . 8 6 ' 60.00' EIP - R/W 2.61' E I P - R / W 0 . 18 ' 15 + 0 0 2 0 + 0 0 WIH WII WIJ SGJ WIG WII SGJ 170 170 17 0 170 170 170 180 18 0 180 180 180 180 180 18 0 180 180 1 8 0 180 190 190 190 190 19 0 19 0 19 0 190 190 190 19 0 190 190 190 190 190 190 190 190 200 200 200 200 200 200 200 200 200 200 20 0 200 200 200 200 200 200 200 200 2 0 0 20 0 200 200 2 0 0 200 200 200 200200 200 2 0 0 200 200 200 210 210 2 10 210 210 210 210 210 210 210 210 210 2 10 2 10 210 210 2 10 210 210 210 210 220 220 2 2 0 22 0 220 220 220 2 20 220 220 220 220 2 20 220 220 22 0 220 220 220 220 220 230 2 3 0 230 230 230 2 30 2 3 0 230 230 230 230 230 230 230 230 230 230 230 230 230 230 2 4 0 240 240 240 DB 14261 PG 1125 BM 1999 PG 579 BM 1996 PG 183 DB 11637 PG 2770 BM 1972 PG 225 BM 2007 PG 1372 BM 2005 PG 1481 LONG BRANCH FARM LLC DB 14261 PG 1125 BM 1999 PG 579 DB 11637 PG 2770 BM 1972 PG 225 BM 2007 PG 1372 BM 2005 PG 1481 MAP, INC EVANGELICA IGLESIA DB 17655 PG 2676 LONG BRANCH FARM LLC CITY OF RALEIGH, COUNTY OF WAKE CITY OF RALEIGH, COUNTY OF WAKE LONG BRANCH FARM LLC DB 14261 PG 1125 BM 1999 PG 579 1275+00 1280+00 1285+00 -L- 1275+00 B-77 TYPE B-77 TYPE 0 2 0 2 B-77 TYPE B-77 TYPE TYPE B-77 0 2 0 2 B-77 TYPE B-77 TYPE 0 2 0 2 0 2 0 2 CAT-1 POST GR DOUBLE CAT-1POST GR DOUBLE AT-1 AT-1 CAT-1 POST GR DOUBLE POST GR DOUBLE GREU TL-3 GREU TL-3 GREU TL-3 02 00 01 02 03 04 05 06 G REU TL- 3 B- 7 7 TYPE 06 05 04 03 TYPE B- 7 7 G REU TL- 3 CAT-1 GUIDERAIL AU PROP. CABLE GUIDERAIL AU PROP. CABLE CAT-1 GUIDERAIL AU PROP. CABLE GUIDERAIL AU PROP. CABLE GUIDERAIL AU PROP. CABLE 2801 2803 32 38 38 39 39 F F F F F F F F F F F F F F F FF F FF F F F C C F F F F F 12 " D IP 8 " P L A S T I C R E C L AIME D WA T E R 12" DIP 12 " DI P - Y2 8 - -Y28-PCC Sta. 18+23.86 - Y2 8 - -Y28-PT Sta. 23+29.38 -L- POT Sta. 1276+09.18 -Y28-PCC Sta. 18+66.71 -L- POT Sta. 1288+18 +/- -LB- POT Sta. 1288+76.82 -L- POT Sta. 1289+00.00 = -LB- POT Sta. 1288+76.82 -L- POT Sta. 1289+00.00 = C HH 14 4 F O 12 FO 12 F O 10 R-2829B 3 @ 7 'x8 ' RCBC SEE DETAIL AA W/PSRM LAT. 2' BASE DITCH SEE DETAIL AA W/PSRM LAT. 2' BASE DITCH CL B RIP RAP CL B RIP RAP CL II RIP RAP CL II RIP RAP SEE DETAIL W TOE PROTECTION STABILIZATION DETAIL SEE INLET CHANNEL STABILIZATION DETAIL SEE OUTLET CHANNEL 117"x79" CMA P 117"x79" CMA P INV=19 6 .91' INV=197.51' 2GI 2GI 15 " RC P- III 15 " RC P- III 2GI2GI 2GI 2GI 2GI 2GI 4OTCB 2GI 2GI 18" RCP-IV FS FS 15 " w / ELBO W S SEE DETAIL D LAT. 3' BASE DITCH SEE DETAIL C LAT. 2' BASE DITCH SEE DETAIL C LAT. 2' BASE DITCH 18 " 2 ELBO W S SEE DETAIL C LAT. 2' BASE DITCH SEE DETAIL D LAT. 3' BASE DITCH SEE DETAIL C LAT. 2' BASE DITCH SEE DETAIL C LAT. 2' BASE DITCH SEE DETAIL A LAT. 2' BASE DITCH RETAIN 18 " RC P- IV SEE DETAIL C LAT. 2' BASE DITCH SEE DETAIL C LAT. 2' BASE DITCH W / SILL & BAFFLES 3 @ 7 'x8 ' RC BC 2GI 15 " w / ELBO W S 15 " w/ ELBO W S w / ELBO W S 15 " w / ELBO W S 15 " w/ ELBOWS 15" 2GI 2GI 2GI 2GI 2GI 15 " RC P- III 15" RCP-III 15 " RC P- III 2GI 2GI 15 " RCP- III 15" RCP-III R C P-I V 1 8 " 36" RCP-IV 3 6 " RC P- IV 3 6 " RC P- IV HW SEE DETAIL AH RIP RAP AT EMBANKMENT ( Not to Scale) Elevation Natural Bed STA.1288+30 LT. Ground Natural Ground Natural (Variable) Channel Bed PIPE INLET CHANNEL STABILIZATION DETAIL 2' Type of Liner= CL II Rip-Rap - Keyed-In Length= 42 Ft. (TYP) a Minimum of 1ft Tuck Geotextile in Locations Directed by Engineer *Place Geotextile Under Riprap Geotextile* ( Not to Scale) Elevation Natural Bed STA. 1288+08 RT. Ground Natural Ground Natural (Variable) Channel Bed PIPE OUTLET CHANNEL STABILIZATION DETAIL 2' Type of Liner= CL II Rip-Rap - Keyed-In Length= 27 Ft. (TYP) a Minimum of 1ft Tuck Geotextile in Locations Directed by Engineer *Place Geotextile Under Riprap Geotextile* FOR -L- PROFILE SEE SHT. 47 FOR -Y28- PROFILE SEE SHT.62FOR -Y28- CURVE DATA SEE SHT. 3A-1 END SBG -L- +08.07 END SBG -L- +25.22 3 6 ' 12' PS 3 6 ' PROP. SBG -L- +19.77 BEGIN SBG -L- STA. 1276+61 +/- END BRIDGE -L- STA. 1276+85 +/- END APPROACH SLAB BEGIN SBG -L- +85.00 PROP. GUARDRAIL END SBG -L- +30.00 PROP. SBG 12' PS -L- +49.88 BEGIN SBG PROP. SBG PROP. GUARDRAIL PROP. GUARDRAIL 12' PS 3 6 ' ME D 7 0 ' 12' PS 3 6 ' PROP. SBG PROP. GUARDRAIL BEGIN SBG -L- +07.66 PROP. SBG PROP. GUARDRAIL -L- +63.47 END SBG -L- +64.06 END SBG PROP. SBG -L- +63.75 END SBG -L- +41.08 END SBG BEGIN SBG -L- +64.26PROP. GUARDRAIL PROP. SBG BEGIN SBG -L- +64.54 BEGIN SBG -L- +64.64 8:1 PROP. GUARDRAIL PROP. SBG -L- STA. 1275+37 +/- BEGIN APPROACH SLAB -L- STA. 1275+61 +/- BEGIN BRIDGE BEGIN CONSTRUCTION -Y28- STA. 15+00.00 8:1 -Y28- STA. 22+40.00 END CONSTRUCTION 8 :1 8: 1 8 : 1 12'12' ME D 7 0 ' 8 ' 8 ' 16: TAPER PROP. CABLE GUIDERAIL P R OP . WW F E NCE F E NCE P R OP . WW PROP. WW FENCE PROP. WW FENCE PROP. WW FENCEPROP. WW FENCE F E N C E P R O P. WWF E N CE P R OP . WW 9.67' PS 11.67' PS 11.67' PS 11.67' PS 11.67' PS11.67' PS 11.67' PS TYP . 3 0 ' 8 : 1 NAD 83 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 M A TC H LI N E - LB - S T A . 1 3 0 2 + 0 0 . 0 0 S E E S H E E T 1 2M A TC H LIN E - L- S TA . 12 8 9 + 0 0 . 0 0 S EE S H EET 10 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 3 : 3 7 P M GR 170 180 180 18 0 180 1 8 0 180 18 0 180 18 0 190 190 190 190 190 190 19 0 19 0 190 19 0 190 190 190 190 190 190 190 200 200 200 200 200 200 200 200 200 2 0 0 200 200 200 2 0 0 200 200 2 00 210 210 210 210 210 210 2 1 0 210 2 10 2 10 22 0 220 220 220 220 220 230 230 230 DB 11637 PG 2770 BM 1972 PG 225 BM 2007 PG 1372 BM 2005 PG 1481 DB 11637 PG 2770 BM 1972 PG 225 BM 2007 PG 1372 BM 2005 PG 1481 CITY OF RALEIGH, COUNTY OF WAKE CITY OF RALEIGH, COUNTY OF WAKE 200 2 0 0 200 200 200 200 200 210 210 210 210 210 220 220 2 2 0 2 30 230 CHORD CHORD 1290+00 1295+00 1300+00 CAT-1 0 2 0 2 0 2 0 2 GREU TL-3 0 2 0 3 0 4 0 5 0 2 0 40 3 0 5 0 2 0 1 0 0 0 1 0 2 0 1 0 0 0 1 0 2 0 2 0 5 0 5 39 39 F F F F F F C C C C C F F C C CF F F F F F F 18" P V C 18" PVC 18" PVC 18" PVC 18 " P VC -Y28C-POT Sta. 14+97.90 -Y28C-POT Sta. 10+00.00 - Y2 8 C- -Y28C-POT Sta. 13+14.54 -LB-POT Sta. 1291+83.82= -LB-POT Sta. 1291+76 +/--LB-TS Sta. 1296+04.71 -LB-SC Sta. 1298+54.71 -LB- POT Sta. 1288+76.82 -L- POT Sta. 1289+00.00 = -LB- POT Sta. 1288+76.82 -L- POT Sta. 1289+00.00 = -LB- 11 R-2829B CL B RIP RAP ELBOWS 15" 2 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI-D BDO FS FS FS 15 " RC P- III 18" RCP-III 2 4 " RC P- III 15 " RC P- III 3 0 " RC P- III 18" RCP-III 24" RCP-III SEE DETAIL F 2' BASE BERM DITCH SEE DETAIL S SPEC. CUT V DITCH SEE DETAIL S SPEC. CUT V DITCH 2GI 15" RCP-III 2GI18" RCP-III 2 ELBO W S 15 " 2 ELBO W S 18 " FS FS SEE DETAIL S SPEC. CUT V DITCH SEE DETAIL D LAT. 3' BASE DITCH SEE DETAIL D LAT. 3' BASE DITCH SEE DETAIL H 2' BASE BERM DITCH SEE DETAIL G 2' BASE BERM DITCH FOR GREENWAY TRAIL PROP. 2@14'x12' RCBC 30" RCP-IV 4OTCB 2GI FS SEE DETAIL E LAT. 5' BASE DITCH 30" RCP-III SEE DETAIL AD LAT. 3' BASE DITCH SEE DETAIL S SPEC. CUT V DITCH FS 2GI 30" RCP-IV 2 ELBOWS 18" FOR -L- PROFILE SEE SHTS. 47 & 48FOR -L- CURVE DATA SEE SHT. 3A-1 FOR -L- PROFILE SEE SHTS. 47 & 48FOR -L- CURVE DATA SEE SHT. 3A-1 PROP. CABLE GUIDERAIL PROP. GUARDRAIL PROP. SBG 11.67' PS 12' PS 3 6 ' ME D 70 ' 12' PS 11.67' PS PROP. SBG PROP. GUARDRAIL 3 6 ' 8:1 12' PS PROP. WW FENCE 11.67' PS 11.67' PS 2@14'x12' CULVERT PROP. -Y28C- STA. 11+93.99 BEGIN GRADING -Y28C- STA. 14+42.25 END GRADING 14' PS -LB- +26.81 END SBG -LB- +41.49 END SBG 14' PS 8:1 12' PS 12' PS 12' PS 12' PS 12' PS ME D 7 0 ' 3 6 ' 3 6 ' 8 ' TYP. 50' PROP. WW FENCE NAD 83 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 M ATC H LIN E - LB- STA. 13 0 2 + 0 0 .0 0 SEE SH EET 11 M A T C H L I N E - L B - S T A . 1 3 1 5 + 0 0 . 0 0 S E E S H E E T 1 3 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 3 : 4 3 P M 10' S OI L 1 0' S OI L S OIL G 4 8 " M T L B M 1 9 7 2 P G 2 2 5 D B 2 1 8 5 P G 5 4 CI T Y O F R A L EI G H 1 0 0' S E W E R E A S E M E N T BM 2006 PG 28DB 11854 PG 1543 CONSERVATION AND GREENWAY EASEMENT BM 2006 PG 28 DB 11854 PG 1543 CONSERVATION AND GREENWAY EASEMENT B M 2 0 0 6 P G 2 8 D B 118 5 4 P G 15 4 3 C O N S E R V A TI O N A N D G R E E N W A Y E A S E M E N T WIO WIP SGR DB 11637 PG 2770 BM 2007 PG 1372 BM 2005 PG 1481 DB 11637 PG 2770 BM 2007 PG 1372 BM 2005 PG 1481 DB 11637 PG 2770 BM 2007 PG 1372 BM 2005 PG 1481 CITY OF RALEIGH, COUNTY OF WAKE CITY OF RALEIGH, COUNTY OF WAKE CITY OF RALEIGH, COUNTY OF WAKE 170 170 170 170 170 170 170 17 0 170 170 1 7 0 170 18 0 180 180 180 180 18 0 180 18 0 18 0 180 180 180 180 180 180 1 8 0 180 180 180 180 180 190 19 0 19 0 190 190 190 190 190 190 19 0 190 19 0 19 0 19 0 190 190 1 9 0 190 190 190 19 0 1 9 0 1 9 0 1 9 0 190 190 19 0 19 0 19 0 1 9 0 190 190 190 190 190 200 20 0 2 0 0 200 2 00 200 200 200 200 20 0 200 20 0 2 00 200 20 0 20 0 2 0 0 210 210 210 210 210 210 210 2 10 2 10 2 1 0 220 220 220 220 1305+00 1310+00 1315+00 15 + 0 0 B-77 TYPE B-77TYPE GREU TL-3 GREU TL-3 CAT-1 05 0 5 0 5 0 5 GUIDERAIL AU PROP. CABLE GUIDERAIL AU PROP. CABLE GUIDERAIL AUPROP. CABLE 39 39 39 39 C F F C C C C F F F F F F F F F F CC F C C C C F F 18" P V C 18" PVC 7 2 " R C P 7 2 " R C P 7 2 " R C P 7 2 " R C P -Y28A-PC Sta. 15+41.12 -Y28A-PT Sta. 14+81.04 -Y28A-PC Sta. 13+77.77 -Y 28A - -LB- B-77TYPE 12 R-2829B (FOR FUTURE BRIDGE CONSTRUCTION) FROM STA. 1314+15 TO STA. 1314+95 RT. FROM STA. 1314+15 TO STA. 1314+95 LT. NINE 6" SCUPPERS ON 10' CENTERS DECK DRAINS REQUIRED (FOR CURRENT BRIDGE CONSTRUCTION) FROM STA. 1314+15 TO STA. 1314+75 RT. FROM STA. 1314+15 TO STA. 1314+75 LT. SEVEN 6" SCUPPERS ON 10' CENTERS DECK DRAINS REQUIRED SEE DETAIL W TOE PROTECTION SEE DETAIL AK LAT. 'V' DITCH SEE DETAIL D LAT. 3' BASE DITCH CL II RIP RAP SEE DETAIL AK LAT. 'V' DITCH 18" H D PE 18" HDPE 18" H D PE I N V = 16 8. 5 8' I N V = 16 9. 8 4' 18" HDPE I N V = 17 8 . 0 1' I N V = 17 8. 3 2' 2GI-A 4 8 " R C P- III 4 8 " R C P- III HW REMOVE REM O VE 2GI BDO 2GI BDO FS 18" RCP-III 2GI SEE DETAIL D LAT. 3' BASE DITCH 15 " RC P - III 2 ELBO W S 15" FS FS FS SEE DETAIL AC LAT. 2' BASE DITCH SEE DETAIL AC LAT. 2' BASE DITCH SEE DETAIL P STD. 4' BASE DITCH SEE DETAIL G 2' BASE BERM DITCH SEE DETAIL H 2' BASE BERM DITCH SEE DETAIL K STD. 2' BASE DITCH 2 E L B O W S 1 8 " 2GI 2GI2GI 2GI 18" RCP-III 18" RCP-III SEE DETAIL AM DISSIPATOR PAD DECK DRAIN SEE DETAIL AM DISSIPATOR PAD DECK DRAIN 2GI 2 ELB O W S 15 " SEE DETAIL C LAT. 2' BASE DITCH 18" RCP-III 2 ELBOWS 18"18" RCP-III FOR -L- PROFILE SEE SHT. 48FOR -L- CURVE DATA SEE SHT. 3A-1 FOR -Y28A- CURVE DATA SEE SHT. 3A-1 FOR -Y28A- PROFILE SEE SHT. 62 + 5 7 .0 7 300' TAPER BEGIN BRIDGE BEGIN APPROACH SLAB 10' (BY OTHERS) COR SEWER RELOCATION LANDING PAD PROP. -LB- STA. 1313+66 +/- -LB- STA. 1313+90 +/- 8:1 8:1 8:1 12' PS 11.67' PS 12' PS 12' PS 12' PS 14' PS 14' PS 12' PS 12' PS 12' PS 12' PS ME D 7 0' 3 6 ' 3 6' 6 0 ' 7 2 '4 8 ' 3 6 ' -LB- +61.49 BEGIN SBG -LB- +65.98 END SBG -LB- +50.38 BEGIN SBG -LB- +66.77 END SBG -LB- +67.15 END SBG -LB- +87.02 BEGIN SBG M E D 7 0 ' 3 6 ' PROP. CABLE GUIDERAIL 8 ' PROP. WW FENCE PROP. WW FENCE -Y28A- STA. 15+00.00 END CONSTRUCTION NAD 83 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 M ATC H LIN E - LB- S TA. 13 15 + 0 0 .0 0 SEE S H EET 12 M A T C H L I N E - L B - S T A . 1 3 2 8 + 0 0 . 0 0 S E E S H E E T 1 4 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 3 : 5 2 P M E IP N 7 0 °59'47" W 2 3 6 .9 6' N 8 7 °3 3 ' 3 0 " W 2 17 . 3 3 ' N 7 6 °2 7'30 " W 4 2 2.40 ' N 7 4 °14 '3 0 " W 2 4 6 .4 6 ' B M 2006 P G 28 D B 11854 P G 1543 C O NS E R V A TIO N A N D G R E E N W A Y E A S E ME N T DB 17473 PG 1951 PARRALLEL INTERCEPTOR NEUSE RIVER EAST CITY OF RALEIGH BM 2006 PG 28 DB 11854 PG 1543 CONSERVAT ION AND GREENWAY E ASEMENT WIQ SGR SGR SGS SGT DB 11637 PG 2770 BM 2005 PG 1481 BM 2007 PG 1372 DB 11637 PG 2770 BM 2005 PG 1481 BM 2007 PG 1372 DB 17762 PG 1820 DB 2395 PG 157 DB 17762 PG 1820 DB 2395 PG 157 CITY OF RALEIGH, COUNTY OF WAKE WILLIAM E ADAMS WILLIAM E ADAMS CITY OF RALEIGH, COUNTY OF WAKE 140 150 150 150 150 150 150 150 150 15 0 15 0 150 15 0 15 0 15 0 150 150 150 150 150 150 160 16 0 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 16 0 160 160 16 0 160 160 160 160 160 16 0 16 0 160 160 160 160 160 160 160 16 0 160 160 160 160 160 160 160 160 160 160 160 160 16 0 16 0 160 16 0 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 16 0 160 160 160 160 160 170 170 170 170 170 180 180 180 190 190 190 200 NE US E RIVE R NE US E RIVE R 1320+00 1325+00 1315+00 10 + 0 0 0 5 05 0 5 0 5 39 39 40 40 C C C C C C F F F F F F F F 9 6 " DIP S T A. T ES T S T A. T ES T VE NT S E WER VENT S E WER -Y28A-PT Sta. 8+21.10 -Y28A-POT Sta. 6+30.00 -Y28A-PC Sta. 6+59.98 -Y28A- -Y28A-PT Sta. 11+10.68 -Y28A-PC Sta. 10+42.71 -Y28A-POT Sta. 10+40.41 -LB-POC Sta. 1316+23.78 -LB- 13 R-2829B GRADE TO DRAIN GRADE TO DRAIN GRADE TO DRAIN GRADE TO DRAIN GRADE TO DRAIN GRADE TO DRAIN SEE DETAIL AK LAT. 'V' DITCH SEE DETAIL D STD. 3' BASE DITCH SEE DETA IL D LAT. 3' BASE DITCH SEE DETAIL AL STD. 'V' DITCH EXCAVATION FLOODPLAIN EXCAVATION FLOODPLAIN SEE DETAIL Q STD. 5' BASE DITCH 6 0" HDP E HW/ WW C O NC 6 0" HDP E IN V= 15 5 . 5 1' INV = 15 3 . 4 6 ' HW/ WW C O NC REM OVE REMOVE HW HW SEE DETAIL AH RIP RAP AT EMBANKMENT SEE DETAIL AH RIP RAP AT EMBANKMENT SEE DETAIL AH RIP RAP AT EMBANKMENT 30" RCP-IV 30" RCP-IV CHANNEL FILL EXISTING CHANNEL FILL EXISTING SEE DETAIL M STD. 3' BASE DITCH SEE DETAIL AH RIP RAP AT EMBANKMENT 18" RCP-IV (BURIED 1.0') 60" RCP-IV SEE DETAIL R STD. 5' BASE DITCH SEE DETAIL M STD. 3' BASE DITCH 36" RCP-IV FOR -L- PROFILE SEE SHT. 48 & 49 FOR -Y28A- PROFILE SEE SHT. 62FOR -Y28A- CURVE DATA SEE SHT. 3A-1 FOR -L- CURVE DATA SEE SHT. 3A-1 -Y28A- STA. 8+00.00 BEGIN CONSTRUCTION 10' 3 6' 60' 4 8 ' 7 2 ' 3 6' 6 0 ' 7 2 ' 4 8 ' PROP. WW FENCE STA. 25+00.00 SEE SHEET 32MATCHLINE -Y29- NAD 83 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 SEE SHEET 33STA. 40+00.00 MATCHLINE -Y29- M A TC H LI N E - LB - S TA . 1 3 5 6 + 0 0 . 0 0 S E E S H E E T 1 5 M ATC H LIN E - LB- S TA. 13 2 8 + 0 0 .0 0 S EE SH EET 13 c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 110 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s . d g n j e f f r e y . k i n g PLANS 0 GRAPHIC SCALE HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 6 / 2 / 9 9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 100502550 3 / 2 7 / 2 0 2 4 2 :4 3 : 5 8 P M 10' SOIL 10' GR 1S B K D S 1S F D 8' SOIL SOIL SOIL SOIL B B B B 1S F D 8' SOIL S BS T W 15' CONC 1S F D 8' BST 2 S B KD CONC BST W S S S BB S T B S T S S S 1S B KD 2 S B K D B G S W W W W GR R 2 8 2 9 - 8 R 2 8 2 9- 9 B S T B S T S R 2 5 5 5 AUB UR N KNIGH T D ALE RD 2 1' BS T S R 2 5 5 5 A U B U R N K NI G H T D A L E R D 2 2' B S T W 10' GR E IP EIP E I P EI P EI P E I P EI P EI P E IP EI P E IP EI P E I P EIP E I P EI P EXIS T ING R / W EXIS T ING R/ W N 6 5 ° 0 9' 5 8 " E 10 2. 4 5' N 6 5 ° 2 9' 3 3 " E 1 3 5. 4 7'S 29°21'14" E 300.11' S 29°15'47" E 342.39' N 26°45'55" W369.60' N 6 4 ° 1 0' 3 7 " E 1 5 7. 8 6' N 26°45'08" W646.54' S 8 3 °3 1' 2 4 " W 9 8 . 5 0 ' N 8 8 °5 6 '2 4 " W 14 8 .0 7' S 43°06'13" W 31.13' S 43°06'13" W 86.26' S 38°08'17" W 151.62'S 43°49'07" W 83.90' N 29°15'47" W603.15' N 8 7°56 '2 8 " WS 57°45'22" E 71.11' S 46°01'22" E 62.06'S 04°47'22" E 164.52' S 2 0° 0 1'18" W 16 8.0 0' S 38°35'25" W 77.60'S 2 2° 3 8'2 9" W 2 10.4 5' S 6 3 ° 5 5' 3 9 " W 6 8. 4 3' S 45°29'16" W 54.00'S 06°43'09" E 58.11' S 35°02'11" W 121.98' S 8 0 °0 4 ' 13 " W 6 7 . 5 2 ' S 00°26'22" W 52.40' S 41°02'22" E61.07'S 18°43'45" W 48.49' S 8 5 °2 2 '4 4 " W 2 9 .2 9 ' N 7 1°4 5 '0 1" W 6 1.3 6 ' S 5 7°13'12" W 16.13' S 13°54'20" E 50.68' S 8 3 °3 1' 2 4 " W 9 8 .5 0 ' N 5 7 °3 6 '2 2 " W 3 3 .7 2 ' S 50°36'10" W 68.08' S 34°56'37" W 154.82' N 68°00'52" W 143.56' S 6 6 ° 3 4' 0 4 " W 5 2. 0 8' S 6 6 ° 3 4' 0 4 " W 2 3. 2 9' N 23°00'31" W13.98' S 67°48'00" E 193.60' 343.08' S 8 5 °12 '0 4" E 8 2 .93 ' S 23°02'53" E103.87' S 31°59'00" E129.96' N 31°56'40" W 125.15' N 24°59'05" W 182.92' S 5 7°5 8'2 6 " W 9 3.8 1' N 24°59'18" W690.22' S 7 8°23'4 2 " E 20 4 .83' S 78°3 5 '40 " E 381.55' N 23°07'00" W 746.58' P ROP ERTY LI NE I S CE NTERLI NE OF HI NTON' S CREE K 60.00' S 26°46'03" E 1091.69' S 25°48'19" E 259.52' S 06°17'35" E 173.97' S 8 3 °4 2 ' 0 6 " W 2 5 1.8 7 ' EIP E IP 122.80' S 08°02'55" W 179.37' S 31°59'52" E 129.98' EIP - R/ W 0.4 0' E I P T O R / W 0 . 3 4' E I P T O R / W 0 .8 4 ' EIP TO R/W 0.29' E I P - R / W 1.2 2 ' EIP TO R/W 0.28' EIP TO R/W 1.42' EIP TO R/W 0.53' 10 0 .8 4 ' S 5 7 °4 2 '3 9 " E S 5 9 °2 4'4 7 " W 9 4. 6 5' N 23°06'33" W238.67' H T R S C A R P O R T M T L. WO O DE D N 5 5°3 1'5 0" E 19 5.8 9' N 15°58'04" W 186.04' N 5 8° 0 7'3 5" E 7 7.4 8' WLD WIU WIV WIW S G U SGU SGV SGV SGW SGW POND PAAC (Non-JD) SGU WIX WILLIAM E ADAMS DB 2395 PG 157 WILL BK 04-E PG 836 DB 6711 PG 599 BM 1995 PG 1226 BM 1995 PG 1226 BARBARA A BURCHETTE WILL BK 836/00-E- DB 2022 PG 110 BM 1995 PG 1226 Z V BURCHETTE,JR DB 3815 PG 408 BM 1995 PG 1226 DB 9454 PG 1255 BM 1992 PG 1164 BOBBY C & MARGARET F RAYNOR DB 2722 PG 471 DB 4636 PG 54 BM 1945 PG 4 BM 1996 PG 236 BURCHETTE, Z BARBARA JR DB 2564 PG 503 BM 1977 PG 763 (TRACT 3 & 4) TED P & GERALDINE G BAKER DB 2349 PG 177 DB 1800 PG 551 BETTY GLOVER WILL BK 14-E PG 1537 DB 17623 PG 2236 BM 1979 PG 443 DB 3627 PG 225 WALLACE E GLOVER CHRIS EVANS CINDY L & BOBBY C & MARGARET F RAYNOR DB 2722 PG 471 DB 4636 PG 54 BM 1945 PG 4 BM 1996 PG 236 WALLACE E GLOVER, JR DB 3627 PG 223 KAREN L & JAMES R DAVIS DB 14485 PG 1498 DB 1486 PG 49 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT DB 17319 PG 731 BM 1977 PG 763 DB 5610 PG 150 BM 1987 PG 697 BONETTA ROGERS ANGELIA R & LONITA & RONALD KURNEY DB 12078 PG 549 BM 2003 PG 1370 BM 2003 PG 1927 DB 16993 PG 1924 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT DB 16993 PG 1924 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT S E V E R H A R T R E X M & C A R O L DB 2823 PG 660 BM 1979 PG 926 DB 10407 PG 492 BM 2003 PG 1370 COUNTY OF WAKE THOMAS GREGORY DB 12078 PG 583 DB 17762 PG 1820 DB 17762 PG 1820 DB 2395 PG 157 WILLIAM E ADAMS REX M & CAROL S EVERHART DB 12615 PG 949 BARBARA A BURCHETTE JAMES R DAVIS 160 160 160 160 160 160 1 6 0 160 160 160 160 160 160 160 160 160 16 0 160 160 160 160 160 16 0 160 160 160 160 160 16 0 160160 160 160 160 16 0 16 0 160 160 160160 16 0 160 160 160 160 160 16 0160160160160 16 0 160 160 160 160 16 0 160 1 6 0 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 16 0 16 0 160 160 160 160 160 160 160 160 16 0 160 160 160 16 0 160 160 160 1 6 0 160 160 160 160 160 160 160 160 160 160 16 0 160 160 160 160 160 160 160 160 160 160 16 0 160 160 170 170 170 170 1 7 0 170 170 17 0 170 170 17 0 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 17 0 170 170 170 170 170 170 17 0 17 0 17 0 170 170 170 170 170 170 170 170 170 17 0 170 170 170 170 170 17 0 17 0 17 0 170 170 170 170 170 1 7 0 170 170 170 170 170 170 170 170 170 170 17 0 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 180 180 18 0 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 18 0 180 180 180 180 180 180180180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 18 0 1 8 0 180 180 180 180 180 18 0 180 180 180 18 0 180 180 18 0 18 0 180 180 180 180 180 180180 180 180 180 180 1 9 0 190 190 190 190 190 190 190 190 190 190 190 1 9 0 190 19 0 190 190 190 190 19 0 190 190 190 19 0 190 190 190 190 19 0 190 190 190 190 190 19 0 190 190 190 19 0 190 190 190 19 0 19 0 190 190 190 190 190 190 19 0 190 190 19 0 190 19 0 190 190 20 0 2 0 0 200 200 2 00 200 200 200 200 200 2 0 0 200 2 00 200 200 200 200 200 200 2 00 200 200 200 2 0 0 2 0 0 2 0 0 2 00 200 200 200 200 2 0 0 200 2 0 0 2 0 0 2 0 0 200 200 200 200 200 200 200 200 200 210 210 2 10 210 210 2 10 2 10 210 2 10 210 210 210 210 210 210 210 210 210 210 210 CHORD CHORD CHORD CHORD CHORD C H O R D CHORD CHORD WSE=169.3' POND WSE=169.3' POND 1340+00 1345+00 1350+00 1355+00 2 5 + 0 0 3 0 + 0 0 3 5 + 0 0 4 0 + 0 0 4 0 + 0 0 15 + 0 0 20+00 15+00 2 0+00 2 5 + 0 0 3 0 + 0 0 15 + 0 0 20+00 25+00 20+00 15+00 2 0 + 0 0 1330+00 1335+00 TL- 3 G REU TYP E- III TYPE- III G REU TL- 3 B-77 TYPE GREU TL-3 CAT-1 B-77 TYPE 02 01 00 01 02 02 0303 04 04 04 04 03 02 01 00 01 02 02 03 GREU TL-3 B-77 TYPE GREU TL-3 GREU TL-3 0 2 02 01 00 01 02 03 05 04 02 03 04 05 0 2 0 3 0 4 0 5 06 07 08 08 07 0 6 0 5 0 4 0 3 0 2 0 10 0 0 0 5 0 8 0 7 0 60 50 40 3 0 2 0 10 0 0 0 5 B-77 TYPE TES TES CAT-1 0 2 0 2 0 2 0 2 0 2 TYPE B-77 TYPE B-77 0 8 0 7 0 6 0 5 0 4 0 3 0 8 0 7 0 6 05 04 03 02 01 00 GREU TL-3 0 7 0 6 0 5 0 4 0 3 0 2 0 8 0 8 0 3 0 2 0 1 0 0 0 1 0 2 0 3 0 4 0 5 0 706 08 0 3 0 2 0 1 0 0 0 1 0 3 0 4 0 5 0 6 0 7 0 8 0 40 3 0 5 06 0 8 07 0 2 0 2 0 6 CR C R 0 3 GUIDERAIL AU PROP. CABLE GUIDERAIL AU PROP. CABLE GUIDERAIL AU PROP. CABLE B-77TYPE B-77TYPE GREU TL-3 GREU TL-3 01 02 03 04 05 06 0 6 0 7 0 8 CAT-1 B-77TYPE 0 7 CAT- 1 06 05 04 03 02 01 00 01 02 03 04 0 5 0 6 B- 7 7 TYPE GREU TL-3 GREU TL-3 08 B -77 TY PE B -77 TY PE 06 07 B-77 TYPE B-77 TYPE IA-MASH TL-3IA-MASH TL-3 B-77 TYPE B-77 TYPE GREU TL-3 GREU TL-3 GREU TL-3 TYPE B-77 B-77 TYPE CAT-1 CAT-1 0 3 0 4 0 5 0 5 0 4 0 3 0 2 0 1 0 0 0 1 0 2 0 2 0 1 0 0 0 1 0 2 0 2 0 5 0 5 GUIDERAIL AU PROP. CABLE B-77 TYPE B-77 TYPE 2903 4106 2913 2912 2914 2915 44 45 45 41 43 2911 42 2912 40 40 2903 2909 2910 2905 2904 2904 2906 F C C C F C F F C F F F F F F C C C F F F C F F C C C C C C C F F F C C C F F C C C C CF C C C C C F C F F F C C C F F C C C F F F C F F C F F C C C C C C C C F F C C F C 16 " P V C -Y29LPD-SC Sta. 12+00.00 -Y29-PC Sta. 35+36.96 -Y29LPD-ST Sta. 19+01.92 -Y29-PT Sta. 38+20.05 -Y29LPD-CS Sta. 17+01.92 -Y29LPA-SC Sta. 12+00.00 -Y29LPA-ST Sta. 20+09.77 -Y29-PT Sta. 25+47.87 -Y29LPA-POT Sta. 21+09.16 -Y29-POT Sta. 26+58.53= -Y29-POT Sta. 26+27.53= -Y29LPD-POT Sta. 20+10.03 -Y29-POT Sta. 38+51.39= -LB- - Y29 LP D- -Y29RPA- -Y29LPA- - Y 2 9 - - Y2 9 - -Y29RPA- POT Sta. 32+96.35 -Y29RPA-PT Sta. 31+41.67 -Y29RPA-SC Sta. 29+59.22 -Y29RPA-CS Sta. 25+59.22 -Y29RPA-SC Sta. 17+65.00 -Y29RPA-TS Sta. 15+65.00 -Y29RPA-SRS Sta. 27+59.22 -Y29RPD- -Y29RPD-POT Sta. 28+30.92 -Y29-POT Sta. 38+82.46= -Y29RPD-SC Sta. 12+00.00 -Y29RPD-CS Sta. 22+03.51 -Y29RPD-SRS Sta. 23+53.51 -Y29RPD-SC Sta. 25+53.51 -Y29RPD-PT Sta. 26+29.73 -Y29A-PC Sta. 20+71.08 -Y29A-PCC Sta. 22+45.96 -Y29A-PT Sta. 24+42.28 - Y2 9 A- -Y29LPA-CS Sta. 18+09.77 -Y29-POT Sta. 32+41.64 -LB-POT Sta. 1337+44.77=OFF=71' RT -LB- POT Sta. 1338+63.56 -Y29LPD-ST Sta. 10+00.00= OFF=71' LT -LB- POT Sta. 1338+28.96 -Y29LPA-ST Sta. 10+00.00= OFF=71' RT -LB- POT Sta. 1355+30.00 -Y29RPD-ST Sta. 10+00.00= -LB-ST Sta. 1336+09.55 -LB-CS Sta. 1333+09.55 P R OP . WW F E N C E PROP. W W FENCE PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE L T T T M T R M T R T E OI EOI 5 0 P R 5 0 P R 5 0 P R 2 4 F O 2 4 F O 5 4 F O 5 0 P R 50 P R 5 0 P R 50 P R 5 4 F O EOI 14 R-2829B SEE DETAIL Y 2' BASE BERM DITCH (FOR FUTURE BRIDGE CONSTRUCTION) FROM STA. 1329+00 TO STA. 1329+50 RT. FROM STA. 1329+00 TO STA. 1329+50 LT. SIX 6" SCUPPERS ON 10' CENTERS DECK DRAINS REQUIRED (FOR CURRENT BRIDGE CONSTRUCTION) FROM STA. 1329+40 TO STA. 1329+50 RT. FROM STA. 1329+40 TO STA. 1329+50 LT. TWO 6" SCUPPERS ON 10' CENTERS DECK DRAINS REQUIRED SEE DETAIL L STD. 3' BASE DITCH CL B RIP RAP CL I RIP RAP CL B RIP RAP CL I RIP RAP SEE DETAIL S SPEC. CUT V DITCH SEE DETAIL AF SPEC. BACK OF CURB V DITCH SEE DETAIL AF SPEC. BACK OF CURB V DITCH SEE DETAIL C LAT. 2' BASE DITCH SEE DETAIL C LAT. 2' BASE DITCH SEE DETAIL W TOE PROTECTION SEE DETAIL Q STD. 5' BASE DITCH SEE DETAIL U SPEC. CUT 5' BASE DITCH SEE DETAIL E LAT. 5' BASE DITCH SEE DETAIL D LAT. 3' BASE DITCH SEE DETAIL AA LAT. 2' BASE DITCH SEE DETAIL Z STD. 2' BASE DITCH SEE DETAIL W TOE PROTECTION SEE DETAIL H BERM 2' BASE DITCH SEE DETAIL Y BERM 2' BASE DITCH SEE DETAIL Y BERM 2' BASE DITCH SEE DETAIL W TOE PROTECTION SEE DETAIL I STD. 2' BASE DITCH CL B RIP RAP SEE DETAIL W TOE PROTECTION SEE DETAIL AB LINE V DITCH WITH PSRM CL B RIP RAP SEE DETAIL D LAT. 3' BASE DITCH CL II RIP RAP SEE DETAIL O STD. 3' BASE DITCH CL II RIP RAP CL II RIP RAP SEE DETAIL I STD. 2' BASE DITCH CL II RIP RAP SEE DETAIL I STD. 2' BASE DITCH CL B RIP RAP CL B RIP RAP CL I RIP RAP 15" R C P 15 " R C P 15 " RC P 15 " R C P 24" RCP 15 " R C P 30 " RCP 15" R C P 15 " R C P 15 " RC P 15 " R C P 24" RCP 15 " R C P 18" RCP I N V = 19 0 . 8 6' I N V = 19 0 . 7 2' I N V = 19 6.4 1'IN V = 19 4.7 7' I N V = 19 8. 8 1' 30 " RCP INV=169.84' INV=169.86' CB CB DI DI CB CB CB CB CB 4OTCB CB CB 2GI CB REMOVE CB 2GI 2GI 2GI-A 2GI-A 2GI 24" RCP-III 2GI 2GI 15 " RC P - III 2GI-A FS FS CB CB 2GI REMOVE JB w/MH CB CB CB 1 5 " RC P- I V 1 5 " R C P- I V 15" RCP-IV 18" RCP-IV 2GI CB R E M O V E 2GI 15" RCP-III 2GI 18" RCP-III 4OTCB 15" RCP-III 15" RCP-IV 15 " RC P- IV 15 " RC P- IV 15" RCP-III 24" RCP-III 2GI-A REMOVE RETAIN RETAIN R E M O V E R E M O V E 2GI FS 2GI 2GI 18" RCP-III 2GI 2GI 15 " RC P- III 18" RCP-III 2 4 " RC P - III 2GI 2GI 18 " RC P- III 15 " RC P- III 15" RCP-III 2GI 2GI FS FS FS 2GI-A FS FS FS 2GI-A 18" RCP-IV CB 15 " RC P - IV 15 " RC P - IV 15" RCP-IV 2 4" R C P-I V 15" RCP-IV 15 " RC P - IV 15 " RC P- IV 15" RCP-IV DI DI DI FS FS FS FS 18" RCP-III 18" RCP-III 2GI FS CB 3OTCB CB 2GI FS CB CB 36" RCP-IV2GI-A 36" RCP-III CB 2GI 30" RCP-III 2 ELBOWS15" 2GI 2 ELBOWS 18" 2GI FS 2GI 2 ELBOWS 18" 18" RCP-III FS CB CB DI DI CB DI CB 2GI 2GI 15" RCP-III DROP STRUCTURE JB w/MH 36" RCP-III 4OTCB 2 ELBOWS18" DI DI DI 2 ELBO WS 15" 2GI CB 15 " RC P - IV 18" RCP-IV 18" RCP-IV SEE DETAIL V LAT. 3' BASE DITCH 2GI 15" RCP-III FS 2GI-A 2GI-A 4OTCB 2GI 2GI 15" RCP-III 2 ELB O WS 15" 30" RCP-III 30" RCP-III 15" RCP-III FS 2GI 18 " RC P- III 2GI FS 2GI 2GI2GI 15" RCP-III 15 " RC P- III 2 ELBO WS 18 " RCP-IV 15" RCP-IV 15" 1 8 " R C P - I V 2 ELBOW S30" 2GI 15" RCP-III SEE DETAIL K STD. 2' BASE DITCH 15" RCP-III DI 18" RCP-IV 18" RCP-IV 2 4 " RC P - IV 18" RCP-III 18 " RC P- III 24" R CP-III 18" RCP-IV 18" RC P-IV 24" RCP-IV 30" RCP-IV 18" RCP-III 36" RCP-III 15" RCP-III 3 0" R C P-I V 30" RCP-IV 3 0 " RC P- I V 24" RCP-IV 1 5" RCP-III 15" RCP-III CB 24" R C P-IV 24" RCP-IV 24" RCP-IV 30" RCP-III 15" RCP-III 30 " RCP- III 18" RCP-IV 3OTCB 2 ELBO WS 15" 36" RCP-III 30" RCP-III 36" RCP-III SEE DETAIL AM DISSIPATOR PAD DECK DRAIN SEE DETAIL AM DISSIPATOR PAD DECK DRAIN 24" RCP-III TYP. 25' TYP.25' 3 6 ' T YP . T Y P. 3 6' +72.05 T YP . 3 6 ' +49.48 + 8 8 .5 6 8:1 8 :1 PROP. CABLE GUIDERAIL 8 ' 8 ' 8 ' PROP. CABLE GUIDERAIL 8:1 8:1 8:1 14' PS 8:1 PROP. GUARDRAIL PROP. GUARDRAIL PROP. GUARDRAIL 12' PS 12' PS +11.87 12' PS 25' P R O P. 1'- 6 " C & G 24' P R O P. 1'- 6 " C & G PROP. 2'-6" C&G CONC. ISLAND 5" MONO. P R O P . M U P -Y29- STA. 31+09 +/- BEGIN APPROACH SLAB -Y29- STA. 31+33 +/- BEGIN BRIDGE 3 6 ' PROP. GUARDRAIL 4' P S 18' P R OP . 1' - 6 " C &G P R OP . 1' - 6 " C& G 4 " C O N C . S ID E WALK P R O P . 2 ' - 6 " C&G 5 " MON O. C O N C . I S LAN D P R OP . 2 ' - 6 " C& G 5 " MONO. CON C . IS LAND S I D E WA LK 4 " C ONC. 2 ' - 6 " C&G P R OP . P R OP . MU P P R O P . 2' - 6 " C & G 5 " M O N O. C O N C. I S L A N D P R O P . 2' - 6 " C & G TYP.25' CONC. ISLAND5" MONO. 16' 18' 4 ' P S 4 ' P S 4' PS 4' PS TYP. 25' 12' PS 4' PS T Y P. 25' 4' P S 18' 4' PS 4' PS 12' PS 12' PS 12' PS 12' PS 14' PS PROP. GUARDRAIL 12' PS LANE 780' ACCELERATION 16' 16 ' 3 6 ' 4 8 ' 3 6 ' 12' PS 12' PS ME D 7 0 ' 12' PS 12' PS 4' P S 24' 2 ' - 6 " C& G P R OP . -Y29- STA. 33+49 +/- END BRIDGE -Y29- STA. 33+73 +/- END APPROACH SLAB 12' PS GU A R D R AIL P R O P . D A + 18 .8 8 25'37' 37'25' P R O P. M U P 6 0 0' T A P E R 12' 12'11'14' TYP.25' 8:1 + 3 8.4 1 TYP. 21' TYP.25'+ 8 2 . 6 2 17.5' +11.38 10 0 ' T AP E R G & C "6-'2 .PORP G&C "6-'2 .PORP G&C "6-'2 .PORP PAVEMENT EX. ASPHALT REMOVE PAVEMENT EX. ASPHALT REMOVE OVERLAY UNIFORM 12' PS 4' PS 12' PS 12' PS 6 0 ' 6 0 ' 91' +07.38 T AP E R 10 0 ' TYP. 25' + 4 9 . 8 5 TYP. 25'+ 5 0 .0 0 -Y29A-STA. 24+42.28 END UNIFORM OVERLAY 8:1 PROP. GUARDRAIL PROP. GUARDRAIL -Y29RPD- STA. 19+55 +/- END BRIDGE -Y29RPD- STA. 19+79 +/- END APPROACH SLAB4' PS 4' PS 8:1 3 0' -Y29RPD- STA. 16+55 +/- BEGIN BRIDGE -Y29RPD- STA. 16+30 +/- BEGIN APPROACH SLAB GUARDRAILPROP. + 8 0. 0 0 TYP.25'4' PS 12' PS 2 8 ' 4' PS + 5 3 .3 8 8:1 +87.40 -Y29RPA- END SBG 1 5 0' TAP ER P R OP. S B G P ROP. GUARDR AIL 11.67' P S T YP. 2 5' 16' 3 0 ' +04.79 -Y29RPA- BEGIN SBG -Y29RPA- STA. 24+63 +/- END BRIDGE -Y29RPA- STA. 24+86 +/- END APPROACH SLAB -Y29RPA- STA. 21+18 +/- BEGIN BRIDGE -Y29RPA- STA. 20+94 +/- BEGIN APPROACH SLAB 4' PS 12' PS TYP. 25' + 2 5 .0 0 PROP . GUARDRAIL PROP. GUARDRAIL 8:1 8:1 14' PS 8:1 -LB- STA. 1329+60 +/- END BRIDGE -LB- STA. 1329+84 +/- END APPROACH SLAB LANE DECELERATION 575' 300' TAPER -LB- STA. 1345+05 +/- BEGIN APPROACH SLAB -LB- STA. 1345+30 +/- BEGIN BRIDGE -LB- STA. 1348+55 +/- END APPROACH SLAB -LB- STA. 1348+30 +/- END BRIDGE 8:1 8:1 8:1 8:1 -LB- +15.75 BEGIN SBG -LB- +66.20 END SBG -LB- +55.04 END SBG -LB- +76.89 BEGIN SBG 14' PS 12' PS 12' PS 12' PS 4 8 ' 12' PS 12' PS 12' PS 12' PS12' PS 8:114' PS12' PS PROP. GUARDRAIL PROP. GUARDRAIL PROP. GUARDRAIL 12' PS 4 8 ' 72 ' 3 6 ' 6 0 ' ME D 70 ' 8' TYP. 60' +46.00 -Y29RPD- BEGIN SBG +23.55 -Y29RPD- END SBG NAD 83 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 M A TC H LIN E - LB - S TA . 13 5 6 + 0 0 . 0 0 S E E S H EET 14 M A TC H LIN E - LB- S TA . 13 7 0 + 0 0 . 0 0 S EE S H E E T 16 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 4 : 11 P M 8' SOIL 10' GR E IP E IP EIP N 8 9 °5 0 '0 6 " W 17 7 4 .2 6 ' S 8 8 °4 7 '5 1" E 16 45.54' B SGV BOBBY C & MARGARET F RAYNOR DB 6859 PG 73 BM 1996 PG 236 BOBBY C & MARGARET F RAYNOR DB 6859 PG 73 BM 1996 PG 236 BILLY S MYRICK DB 8915 PG 2731 BM 1995 PG 715 BM 2001 PG 837 BILLY S MYRICK DB 8915 PG 2731 BM 1995 PG 715 BM 2001 PG 837 BOBBY C & MARGARET F RAYNOR DB 2722 PG 471 DB 4636 PG 54 BM 1945 PG 4 BM 1996 PG 236 BOBBY C & MARGARET F RAYNOR DB 2722 PG 471 DB 4636 PG 54 BM 1945 PG 4 BM 1996 PG 236 180 180 180 180 180 180 180 180 180 180 18 0 180 180 180 190 190 190 190 190 190 190 190 190 190 190 190 190 190 190 190 19 0 190 190 190 1 9 0 190 200 200 200 200 200 200 2 00 200 2 0 0 200 200 200 200 200 200 200 200 2 0 0 210 210 210 210 210 210 210 210 210 2 10 210 210 210 210 210 210 210 210 210 210 210 220 220 220 220 220 220 220 220 2 2 0 220 220 220 220 220 220 220 220 220 230 230 230 230 230 230 230 230 230 1360+00 1365+00 1370+00 GREU TL-3 GREU TL-3 CAT-1 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 CAT-1 CAT-1 POST GR DOUBLE AT-1 AT-1 POST GR DOUBLE POST GR DOUBLE POST GR DOUBLE CAT-1 AT-1 0 3 0 3 GUIDERAIL AU PROP. CABLE GUIDERAIL AU PROP. CABLE 45 45 45 45 46 46 C C C C C C C C C C C C C C C C -Y29RPA- -LB- D = 04°07' 00" OFF=71' LT -LB- POT Sta. 1359+00.00 -Y29RPA-POT Sta. 10+00.00= 15 R-2829B 15" RCP-III 2GI FS2GI 2GI 2GI 2GI 18 " RC P- III 18 " RC P- III 18 " RC P- III 18 " RC P- III 30" RCP-III 2GI-A 2GI-A FS FS FS FS FS FS 18 " RC P- III 2GI 2GI 2GI 15 " RC P- IV 18" RCP-III 2GI FS 18" RCP-III 2GI-A 2GIFS 30" RCP-III 24" RCP-III 2GI-A 24" RCP-III FOR -L- PROFILE SEE SHT. 50 300' TAPER + 0 0 .2 7 PROP. CABLE GUIDERAIL 8 ' LANE 780' ACCELERATION 12' PS 12' PS 12' PS 12' PS ME D 70 ' 3 6 ' 4 8 ' 3 6 ' 4 8 ' 3 6 ' 12' PS 14' PS 8:1 8:1 PROP. GUARDRAIL PROP. GUARDRAIL PROP. SBG PROP. SBG PROP. SBG PROP. SBG PROP. GUARDRAIL 12' PS 3 6 ' 3 6 ' PROP. WW FENCE PROP. WW FENCE 16 ' ME D 7 0 ' 12' PS12' PS 14' PS 12' PS 12' PS 11.67' PS 11.67' PS 9.67' PS 9.67' PS -LB- +84.60 END SBG -LB- +85.08 BEGIN SBG -LB- +85.29 END SBG -LB- +85.77 BEGIN SBG M A TC H LIN E - L- S TA . 13 8 4 + 0 0 . 0 0 S EE S H E E T 17M A TC H LIN E - L- S TA . 13 7 0 + 0 0 . 0 0 S EE S H E E T 15 NAD 83 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 4 : 17 P M 1SFD S 8' SOIL GR GR GR 8' S OIL 8' SOIL S W S LOG CABIN 2S S 1SFD 1SFD EIP E IP E IP EIP EIP EIP EIP EIP S 31°04'51" E N 80 °25'20 " W S 09°34'40" W30.00' S 89°45 '39 " E 1928 .39 ' S 00°07'09" W 230.03' S 89 °4 9 '10 " W 5 7 4 .2 9 ' S 8 9°53'0 3 " E 6 43.91' N 8 9 °5 3 '0 0 " W 6 44.0 0 ' WOODS WOODS 10' GR WIY WJA WIZ PAI SGY DB 9536 PG 838 DB 15474 PG 305 BM 1971 PG 419 BILLY S MYRICK DB 8915 PG 2731 BM 1995 PG 715 BM 2001 PG 837 DB 4358 PG 26 BM 1971 PG 419 JOHN C CRENSHAW III BILLY S MYRICK BM 1995 PG 715 BM 2001 PG 837 DB 8915 PG 2731 BM 1971 PG 419 JOHN C CRENSHAW III JACOB L & ANTHONY J POWELL 18 0 180 1 8 0 180 180 190 190 190 190 190 19 0 190 1 9 0 19 0 190 190 190 190 190 19 0 190 19 0 190 190 190 190 200 200 20 0 2 0 0 200 200 200 200 200 2 0 0 200 200 2 0 0 2 0 0 200 200 200 200 200 200 200 200 200 2 0 0 200 200 200 200 2 0 0 200 200 200 2 00 200 2 00 200 200 200 200 210 210210 210 210 210 210 2 10 210 2 10 2 10 210 2 10 210 210 210 210 210 210 210 210 210 210 210 210 210 2 1 0 210 210 210 210 220 220 220 220 220 220 220 220 220 22 0 2 2 0 220 2 2 0 220 220 220 220 220 220 220 220 220 220 220 22 0 220 230 230 2 3 0 230 230 230 230 230 230 230 230 230 230 WSE=204.3' POND WSE=192.3' POND WSE=204.3' POND WSE=192.3' POND 1375+00 1380+001370+00 CAT-1 GREU TL-3 GREU TL-3 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 GUIDERAIL AU PROP. CABLE 46 46 47 48 48 49 49 C C F C F F F C F C F F F F F F F F C C SPIGOT SPIGOT SPIGOT SPIGOT -LB- OUTLET MTR OUTLET OUTLET 16 R-2829B CL II RIP RAP CL II RIP RAP CL B RIP RAP SEE DETAIL O STD. 3' BASE DITCH SEE DETAIL H BERM 2' BASE DITCH SEE DETAIL W TOE PROTECTION SEE DETAIL AC LAT. 2' BASE DITCH SEE DETAIL AC LAT. 2' BASE DITCH SEE DETAIL C LAT. 2' BASE DITCH SEE DETAIL C LAT. 2' BASE DITCH SEE DETAIL D LAT 3' BASE DITCH SEE DETAIL C LAT. 2' BASE DITCH SEE DETAIL C LAT. 2' BASE DITCH SEE DETAIL W TOE PROTECTION CL B RIP RAP ( Not to Scale) Elevation Natural Bed -LB- STA. 1381+10 LT Ground Natural Ground Natural (Variable) Channel Bed PIPE INLET CHANNEL STABILIZATION DETAIL 2' Type of Liner= CL II Rip-Rap - Keyed-In Length= 35 Ft. (TYP) a Minimum of 1ft Tuck Geotextile in Locations Directed by Engineer *Place Geotextile Under Riprap Geotextile* STABILIZATION DETAIL SEE INLET CHANNEL WD 12 " CMP 4 " DIP WD 12 " CMP INV=204.98' INV=204.51' 4 " DIP RISER TOP=193.02' 6" PVC INV=179.31' HW REMOVE HW REMO VE 2GI 15 " RC P- III FS SEE DETAIL R STD. 5' BASE DITCH DRAIN POND BDO 2 4 " RC P- III 2 4 " RCP- III 2 ELBO W S 18 " DRAIN POND 2GI 2GI 2GI 2 ELBO W S 15 " 2GIFS 15" RCP-III FS 2GI 15" RCP-III 15" RCP-III 2GI 2GI 15 " RC P- III 2 ELBO W S 15 " FS 2GI 15" RCP-III 2GIFS 2 ELBO W S 15 " 4 8" RC P-V BURIED 1.0' 54" RCP-V 2GI-A 2GI-A 24" RCP-III 30" 15" RCP-III 15" RCP-III 24" RCP-III FOR -L- PROFILE SEE SHTS. 50 & 51 8 ' PROP. CABLE GUIDERAIL 14' PS 12' PS 3 6 ' ME D 70 ' 12' PS 3 6 ' 14' PS PROP. GUARDRAIL 8:1 12' PS 8:1 11.67' PS PROP. SBG PROP. GUARDRAIL PROP. WW FENCE PROP. WW FENCE 11.67' PS PROP. SBG12' PS 8:1 PROP. GUARDRAIL PROP. GUARDRAIL PROP. SBG 11.67' PS 3 6 ' 12' PS 14' PS ME D 7 0 ' 3 6 ' 12' PS 11.67' PS PROP. GUARDRAIL 12' PS 11.67' PS -LB- +50.00 BEGIN SBG -LB- +00.00 BEGIN SBG -LB- +50.00 END SBG M A TC H LIN E - L- S TA . 13 9 8 + 0 0 . 0 0 S EE S H E E T 18M A TC H LIN E - L- S TA . 13 8 4 + 0 0 . 0 0 S EE S H E E T 16 NAD 83 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 4 : 2 6 P M EIP S 8 9°36 '0 2 " W 14 9 .5 4 ' WOODS WJB PAK SGZ HODGE ROAD LLC DB 14379 PG 1784 BM 1998 PG 1420 HODGE ROAD LLC DB 14379 PG 1784 BM 1998 PG 1420 190 190 190 200 200 200 200 200 200 200 200 2 0 0 2 00 210 210 210 210 210 210 2 10 210 2 1 0 210 2 10 210 210 210 2 10 2 10 2 10 210 210 210 210 210 210 2 10 210 210 210 2102 10 210 210 210 2 10 210 210 210 220 220 2 2 0 220 220 220 220 220 220 220 220 2 20 220 220 220 220 220 220 220 220 220 2 2 0 220 220 220 220 220 2 2 0 2 2 0 2 20 22 0 220 220 220 2 2 0 220 230 230 230 230 230 23 0 2 30 230 230 230 230 230 230 230 230 230 2 30 230 230 230 230 230 230 2 30 230 2 3 0 230 230 230 230 230 230 230 2302 3 0 230230 230 230 230 2 4 0 240 2 4 0 240 2 4 0 240 2 4 0 240 240 2 4 0 240 240 2 40 240 240 2 5 0 250 250 WSE=215.3' POND WSE=215.3' POND 1385+00 1390+00 1395+00 GREU TL-3 GREU TL-3CAT-1 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 TYPE B-77 03 GUIDERAIL AU PROP. CABLE 49 49 F F F F C C F F F F F F F C F C C C C C F -LB- 17 R-2829B CL II RIP RAP SEE DETAIL R STD. 5' BASE DITCH SEE DETAIL AC LAT. 2' BASE DITCH SEE DETAIL AG LAT. 3' BASE DITCH CL II RIP RAP SEE DETAIL C LAT. 2' BASE DITCH SEE DETAIL E LAT. 5' BASE DITCH SEE DETAIL AG LAT. 3' BASE DITCH SEE DETAIL S SP. CUT DITCH SEE DETAIL AG LAT. 3' BASE DITCH SEE DETAIL S SP. CUT DITCH 2GI HW FS DRAIN POND DRAIN POND FS 2GI FS 2GI-A 2GI-A 2GI2GI 15" RCP-III 2 ELBO W S 18 " 2GI FS 15 " RC P- III 2 ELBOWS24" 2GI 2GI2GIFS FS15" RCP-III 18 " RC P- III 2 ELBO W S 18 " 15" RCP-III DRAIN POND DRAIN POND 2GI 2 ELBO W S 15 " 15" RCP-III 15" RCP-III 2GI ( B U RI E D 1. 0' ) 6 0 " R C P - I V 18" RCP-III 2GI 18 " RC P- III 15" RCP-III 2GI 2GI-D 18" RCP-III 18" RCP-III 24" RCP-III FOR -L- PROFILE SEE SHT. 51 + 17 .2 5 PROP. CABLE GUIDERAIL 8:1PROP. SFCBPROP. SFCB 18' PS PROP. GUARDRAIL PROP. NOISE WALL 18' PS 14' PS 11.67' PS PROP. SBG 8:1 12' PS 12' PS 3 6 ' ME D 7 0 ' 12' PS 3 6 ' PROP. WW FENCE PROP. WW FENCE 12' PS 11.67' PS PROP. SBG 11.67' PS PROP. GUARDRAIL 14' PS 12' PS 8:1 12' PS 8:1 12' PS ME D 7 0 ' 12' PS 12' PS 3 6 ' 3 6 ' 300' TAPER PROP. NOISE WALL PROP. NOISE WALL PROP. GUARDRAIL 12' PS PROP. GUARDRAIL PROP. GUARDRAIL -LB- +87.57 BEGIN NW#90 14' PS 14' PS -LB- +72.41 BEGIN NW#91 -LB- +50.00 END SBG -LB- +50.00 BEGIN SBG -LB- +53.89 END SBG M A TC H LIN E - L- S TA . 13 9 8 + 0 0 . 0 0 S EE S H E E T 17 14 12 + 0 0 . 0 0 S EE S H E E T 19 M A TC H LIN E - L- S TA . NAD 83 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 17 + 0 0 .0 0 S EE SH EET 19 M ATC H LIN E - Y3 0 RPC - S TA. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 4 : 3 2 P M CRYS T AL CR E E K DR 18 ' B S T HT R HTR HTR HTR HTR H T R 18 ' B S T 18 ' B S T 16 ' B S T 18' B S T S S S G GR 1SFD S S SHALLOW WATER DR 21.5' BST HTR CONC WOODS B S T 15 .5 ' B S T 12 .6 ' HTR S HTR 2 0 .9' B S T S 18' B S T 18' B S T 2 0 .2 ' BS T W SS S S BR ANCH P AR K DR 2 0 .5 ' BS T BST 2 0 .5 ' B S T 2 0 .5 ' BST 18 .5 ' HT R HT R BST19.4' B S T 2 0' B S T 19 ' ST ONE S T RE AM DR 19 .6' B S T B S T 19 .3 ' HTR SSRAMPRAMPDECK WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS HTR CONC SW S 11' SOIL S S A/ G T A N K 11' B S T 8' BST 15' BST HT R S S GU Y HTR A/ G T A N K S HT R B HTR GR G CONC16' GR 9' GR 9' GR 19' GR AXLE S 01°55'07" E 1470.10' N 8 9 °3 7 '3 2 " E 149.40 ' N 8 9°37'32 " E 14 9 .4 0 ' N 8 9 °3 7 '3 2 " E 14 9.54' S 8 9 °3 7 '3 2 " W 14 9 .5 4 ' S 8 9 °3 7 '3 2 " W 14 8 .9 9 ' S 02°26'05" E 291.91' S 02°30'56" E 291.93' E IP ANGLE IRON GUY S WOODS WOODS WOODS W COOP CHICKE N S S S GUY F LAG P OLE WJD WJC WJE PAJ SHA VALLEY WOODS MOBILE ESTATES DB 3092 PG 926 HODGE ROAD LLC DB 14379 PG 1784 BM 1998 PG 1420 VALLEY WOODS MOBILE ESTATES DB 3092 PG 926 CHARLES & GWENDOYLN CAPS BM 1988 PG 1374 BM 1978 PG 758 DB 2677 PG 669 TANYIA REINA BM 1988 PG 1374 BM 1980 PG 672 DB 15392 PG 2562 JOSE CERVANTES-ISLAS BM 1988 PG 1374 BM 1994 PG 996 DB 14552 PG 2656 19 0 190 190 200 200 2 0 0 200 200 2 0 0 200 200 2 0 0 2 0 0 2 0 0 2 00 2 00 2002 00 210 210 210 210210 2 1 0 210 210 210 210 210 2 10 2 10 210 210 210 210 210 210 210 210 2 10 220 2 2 0 2 2 0 220 220 220 2 20 220 220 2 2 0 220 220 220 220 220 220 220 220 220 220 220 220 220 2 20 2 2 0 220 220 2 2 0 220 220 220 220 220 220 230 230 230 2 3 0 230 230 23 0 230 2 30 230 230 230 2 30 230 230 230 2 3 0 230 230 2 3 0 2 3 0 230 230 230 230 2 3 0 230 230 230 230 2 3 0 23 0 2 30 230 230 230 230 230 230 230 230230 240 240 240 240 240 240 24 0 240 240 240240 240 240 240 2 4 0 240 240 240 240 240 24 0 240 250 250 250 250 250 250 250 250 250 250 250 CHORD CHORD 1400+00 1405+00 1410+00 15+00 15+00 15 + 0 0 0 3 0 4 0 5 0 6 0 7 0 2 B-77 TYPE GREU TL-3 B-77 TYPE GREU TL-3 GREU TL-3 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 7 B-77 TYPE GREU TL-3 03 0 3 GUIDERAIL AU PROP. CABLE 50 49 51 C C C C C C C C F F F F F F F C F C C C F C C C FF C C C C CFF F E O I -Y30RPB-SC Sta. 12+03.00 -Y30RPC-PC Sta. 15+00.00 BEGIN CONSTRUCTION -Y30H-POT Sta. 10+00.00 -Y30H-PT Sta. 11+24.52 -Y30H-PC Sta. 10+76.98 -Y30H-PT Sta. 14+92.10 -Y30H-PC Sta. 12+82.67 -Y30H-PT Sta. 13+49.34 -Y30H-PC Sta. 14+11.09 -LB- -Y30RPC- -Y30RPB- -Y30H- D -Y30H-POT Sta. 15+28.93 OFF=71' LT -LB- POT Sta. 1405+77.34 -Y30RPB-ST Sta. 10+00.00= =4°06' 00" OFF=71' RT -LB- POT Sta. 1404+77.34 -Y30RPC-POT Sta. 10+00.00= B-77 TYPE C MTR MTR C C C MTR MTR MTRMTR MTR MTR PED T 25 PR C C T T T C T T T 18 R-2829B GRADE TO DRAIN ELB ELB GRADE TO DRAIN CL II RIP RAP CL II RIP RAP SEE DETAIL S SP. CUT DITCH SEE DETAIL S SP. CUT DITCH SEE DETAIL S SP. CUT DITCH SEE DETAIL D LAT. 3' BASE DITCH SEE DETAIL S SP. CUT DITCH SEE DETAIL S SP. CUT DITCH SEE DETAIL D LAT. 3' BASE DITCHCL B RIP RAP CL B RIP RAP CL B RIP RAP CL B RIP RAP CL B RIP RAP SEE DETAIL D LAT. 3' BASE DITCH SEE DETAIL W TOE PROTECTION SEE DETAIL W TOE PROTECTION SEE DETAIL Q STD. 5' BASE DITCH CL B RIP RAP 6 " P V C 12" CMP 18 " C MP 24" CMP 12 " HDP E 18" RCP W/ FES 18" RCP W/ FES INV=215.24' 6 " P V C TOP=214.36' 6" DIP RISER INV=211.50' INV=206.20' INV=218.27' INV=225.05' (BU RIED 1.0 ') 1@ 6 'x8 ' 2GIFS FS 2GI FS 2GI FS RETAIN RETAIN RETAIN 2GI 2GI 18" 2GI 18 " RC P- III 15" RCP-III FS 2GI 15" 18 " RC P- III 2GI-D 2GI 18 " RC P- III 18 " RC P- III 15" RCP-III 2GI 2GI JB w/MH 15" RCP-III 24" RCP-III 18" RCP-III 24" RCP-III 2GI 2 ELBOWS 15" 15 " RC P- III FS FOR -L- PROFILE SEE SHTS. 51 & 52 FOR -Y30RPC- PROFILE SEE SHT. 71 FOR -Y30RPB- PROFILE SEE SHT. 70 FOR -Y30H- PROFILE SEE SHT. 75 FOR -Y30H- CURVE DATA SEE SHT. 3A-1 FOR -Y30RPB- CURVE DATA SEE SHT. 3A-1 FOR -Y30RPC- CURVE DATA SEE SHT. 3A-1 TYP. 25' 780' ACCELERATION LANE 8:1 300' TAPER PROP. CABLE GUIDERAIL PROP. SFCB 18' PS 8:1 12' PS 8:1 12' PS PROP. GUARDRAIL 8:1 14' PS 8:1 3 6 ' 12' PS 12' PS ME D 70 ' 12' PS 12' PS 4 8 ' 12' PS 8:1 12' PS PROP. SFCB 18' PS PROP. GUARDRAIL PROP. SFCB 18' PS PROP. NOISE WALL 18' PS PROP. SFCB 8:1 12' PS 4' PS 1 6' PROP. WW FENCE PROP. WW FENCE 12' PS 12' PS 12' PS ME D 70 ' 3 6 ' 3 6 ' 4' PS 900' TAPER 16 ' PROP. SFCB 18' PS 4' PS PROP. GUARDRAIL NOISE WALL PROP. PROP. WW FENCE PROP. WW FENCE PROP. NOISE WALL PROP. GUARDRAIL 18' PS PROP. SFCB 18' PS 18 ' 18' + 3 2 .7 4PROP. NOISE WALL PROP. NOISE WALL PROP. NOISE WALL PR OP. W W FE NCE PR OP. W W FE NCE FE NCE P ROP . W W -Y30H- STA. 15+05.00 END CONSTRUCTION PAVEMENT EX. ASPHALT REMOVE SH EET 2 0 14 4 0 + 0 0 .0 0 SEE M ATC H LIN E - L- STA. S H E E T 1 8 1 4 1 2 + 0 0 . 0 0 S E E M A T C H LI N E - L - S T A . SEE SHEET 35 MATCHLINE -Y30- STA . 38+00 .00 SEE SHEET 34 MATCHLINE -Y30- STA. 23+00.00 NAD 83 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 S H EET 18 S TA . 17 + 0 0 . 0 0 S E E M A TC H LIN E - Y3 0 RP C - SH EET 2 0 STA . 16 + 0 0 .0 0 SEE M ATC H LIN E - Y3 0 RPD - .00 SEE SHEET 35 MATCHLINE -Y30A- STA. 22+50 c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 110 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s . d g n j e f f r e y . k i n g PLANS 0 GRAPHIC SCALE HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 6 / 2 / 9 9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 100502550 3 / 2 7 / 2 0 2 4 2 :4 4 : 3 9 P M HTR BK B S T S OI L 8' S OI L B S T HTR HT R HT R 16' S OIL HTR HTR HTR HTR HTR HTR 18' BST 16' BST 16' BST 21' BST 16' BST 8' S OI L 1SFD HT R H TR S S S S 18' GR S GR 18' BSTS EOT E OT E OT 10' GR HT R S S S S S 1S FD 10' GR GR 1SFD MTL E OT MTL SOIL 1SFD ABAND GR S S S GR GR S S S S MTL W GR S OIL SR 1007 P OOLE RD 2 4' BST RIVERDALE ST 30' BST P ARADIS E VALLEY CT 16' BS T BS T BS T OLD WOODARD ST 17' BST RIVERDALE ST 18' BST OLD STONE S MILL ST 19' BST HINNANTS CREEK ST 17' BST 18' BST BS T F LOWE R GARDE N DR 12 ' BST 8' 10' GR & BST E IP E IP EIP E IP EIP E I P EIP EIP EIP EIP AXLE MON MON MON MON MON MON MON MON N 41°12'35" W331.50' N 05°10'13" W 700.30' S 01°50'59" E 728.34' S 8 8 °5 6 '0 4 " E 10 3 9 .0 0 ' EXISTING R/W EXISTING R/W 60.00' VARIABLE R / W S 20°33'56" W 437.58' S 20°31'19" W 438.10' S 20°33'05" W303.47' S 29°32'53" W 14 1.9 6' S 75°28'4 1" E 199.66 ' S 7 5 °28'41" E 132.54' S 01°52'35" E 279.00' S 81°0 5 '3 3 " E 12 5 .0 0 ' N 01°09'57" E 233.13' N 43°28'55" W 166.00' N 77°0 4'13 " W 348.9 7 ' N 56°21'20" W 115.96' S 20°33'56" W 468.56' EIP EIP N 01°18'39" W N 8 9 °3 2 '4 3 " E 9 7 1.7 8 ' N 8 9 °3 2 '4 3 " E 7 0 4 .6 0 ' R/ W TO EIP 0.56' R/W TO EIP 0.37' R/W TO EIP 0.23' MON T O R/ W 0 .2 4 ' WOO DS N 8 6 °4 6 ' 0 5 " E 2 6 3 . 5 0 ' BM 1981 PG 81560' R/W PRIVATE DRIVE N 07°11'49" W 171.00' S 07°04'53" E 160.00' CH DIST=2.96' CH BRG=N 05°25'19" E R=25.00' CH DIST=52.83' CH BRG=S 00°52'39" W R=190.84' CH DIST=35.56' CH BRG=S 53°41'36" W R=25.00' CH DIST=69.77' CH BRG=N 00°49'05" E R=250.84' HTR HT R W S GR GR S WOODS WJF WJH WJY WJF PAL SHB SHB S H C SHC SHD SHE SHE STREAM SAAB (Non-JD and Buffered) POND PAAB (Non-JD) P O N D P A A B ( N o n - J D )POND WJI (Non-JD) WJF DB 15190 PG 614 DB 4866 PG 303 BM 1981 PG 815 ROBERT L LEE, TRUSTEE WILL BK 10-E- PG 3202 DB 6349 PG 762 BM 1990 PG 938 BM 1998 1PG 1796ANDREW P BROADIE, HEIRS WILL BK 15-E PG 2712 DB 2407 PG 117 DB 3998 PG 800 KNIGHTDALE ESTATES MHP LTD PRTNRP DB 7111 PG 140 DB 15190 PG 614 JANET BANKS EUGENE & BM 1981 PG 815 RALEIGH RUGBY FOOTBALL CLUB INC DB 7124 PG 42 DB 13213 PG 552 L & V HOLDINGS LLC DB 185361 PG 899 VALLEY WOODS MOBILE ESTATES DB 3092 PG 926 DB 14379 PG 1784 BM 1998 PG 1420 SUMMERFIELD MOBILE HOME PARK LLC DB 16518 PG 1800 DB 3086 PG 569 DB 14200 PG 290 BM 1985 PG 1223 BM 2000 PG 88 HODGE ROAD LLC VALLEY WOODS MOBILE ESTATES LINDA T PAUL & MARY MCDONALD LINDA T PAUL & MARY MCDONALD DONNA E ROBBINS BM 1928 PG 5 DB 17253 PG 600 DB 13213 PG 552 DB 7124 PG 42 RALEIGH RUGBY FOOTBALL CLUB INC EUGENE & JANET BANKS DB 2960 PG 279 DB 13077 PG 549 190 190 190 190 1 9 0 19 0 190 19 0 190 190 190 190 190 190 190 190190 190 190 190 190190 190 190 190 190 19 0 190 190190 19 0 190 190 190 190 190 190 190 190 190 190 190 190 190 190 190 190 190 190 190 190 190 200 2 0 0 200 2 0 0 200 2 0 0 2 0 0 20 0 200 200 200 200 2 0 0 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 2 00 2 00 200 20 0 2 0 0 2 0 0 200 200 200 200 200 200 2 00 200 200 200 200 200 200 200 200 2 0 0 200 20 0 200 200 200 200 200 20 0 200 200 200 200 20 0 210 210 210210 210 210 210 2 1 0 210 210 210 210 2 10 210 2 10 2 10 210 210 210 210 210 210 2 10 210 210 210 2 10 210 210 210 210 210 2 10 210 210 210 2 10 210 210 210 210 210 210 210 2 10 210 210 2 1 0 210 210 210 210 2 1 0 210 210 210 210 210 210 210 210 210 2 10 210 210 210 210 210 210 210 210 210 2 2 0 22 0 220 220 220 220 220 2 2 0 220 2 2 0 2 2 0 220 220 220 22 0 2 2 0 2 2 0 2 2 0 220 220 2 2 0 2 2 0 220 220 220 220 220 220 220 2 2 0 220 220 220 2 2 0 220 2 20 22 0 220 22 0 220 220 220 2 20 2 2 0 220 220 220 220 220 2 2 0 220 220 220 220 220 220 220 22 0 220 220 220 220 220 220 220 220 220 220 2 2 0 2 20 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 230 230 230 2 3 0 2 3 0 230 2 3 0 2 3 0 230 230 2 3 0 230 2 3 0 2 30 2 3 0 2 3 0 230 230 230 230 230 230 230 230 230 230 230 230 230 2 30 230 230 230 230 23 0 230 230 2 3 0 2 3 0 2 3 0 230 2 3 0 230 230 2 3 0 230 230 230 2 3 0 230 230 230 230 230 2 3 0 230 230 2 30 230 230 230 2 30 230 230 230 2 3 0 2 3 0 230 2 3 0 230 2 3 0 230 230 230 230 230 230 230 230 2 4 0 240 2 4 0 24 0 2 4 0 240 240 2 4 0 2 4 0 2 4 0 2 4 0 240 2 4 0 240 240 240 240 240 240 240 240 2402 4 0 240 240 240 240 240 24 0 2 40 240 240 240 240 240 2 4 0 240 240 240 240 240 240 240 240 240 24 0 240 240 240 240 240 240 240 2 4 0 2 4 0 240 240 240 250 2 5 0 2 5 0 250 250 2 5 0 250 250 250 250 250 2 5 0 250 250 250 250 250 250 2 5 0 250 260 260 260 260 260 260 260 260 260 260 260 2602 60 270 270 270 2 7 0 270 270 CHORD CHORD CHORD CHORD CHORD W SE=214.5' PO ND W SE=219.7' PON D P ON D W SE=214.5' PO ND W SE=219.7' PON D P ON D 1415+00 1420+00 1425+00 1430+00 1435+00 1440+ 0 0 2 5 + 0 0 3 0 + 0 0 3 5 + 0 0 20+00 25+00 30+00 20+00 25+00 30+00 1440+ 00 15+00 20+00 15+00 20+00 25+00 10+00 15+00 20+00 2 5 + 0 0 30+00 07 06 05 04 03 0201 0001 02 03 04 05 06 07 08 0 8 0 7 0 6 0 5 TES TE S TES TES B-77 TYPE GREU TL-3 B-77 TYPE CAT-1 B-77 TYPE TYPE B-77 GREU TL-3 B-77TYPE 0 2 0 2 0 2 0 2 0 2 0 7 B-77TYPE 0 2 0 2 0 2 0 2 0 1 0 0 0 1 0 2 0 3 0 4 0 5 0 1 0 0 0 1 0 2 0 3 0 4 0 5 0 5 0 6 0 7 0 8 02 02 0202 0301 0004 01 0 4 0 3 0 2 0 1 0 0 0 1 0 2 0 1 0 00 2 0 1 0 2 0 3 04 04 0 2 0 1 0 0 0 1 0 2 0 2 0 1 0 0 0 1 02 02 02 03 04 05 06 07 08 08 06 05 04 03 0 2 0 1 0 0 0 1 0 2 0 4 0 30 2 0 5 0 3 0 4 0 5 0 6 0 7 0 8 0 8 0 7 06 05 0 6 0 5 0 5 B-7 7 TYPE B- 7 7 TYPE 0 2 0 4 0 3 GREU TL-3 AT-1 0 5 0 4 0 3 0 2 0 1 0 0 0 1 0 2 0 3 0 4 0 5 0 6 0 20 1 0 00 1 CAT-1 GREU TL-3 0 2 0 5 07 B-77 TYPE CR CR CR CR CR CR TYPE B-77 GREU TL-3 CAT-1CAT-1 GREU TL-2 G R E U T L- 2 G R E U T L-2 G REU TL- 2 G REU TL- 2 GUIDERAIL AUPROP. CABLE GUIDERAIL AU PROP. CABLE G REU TL- 3 51 52 52 53 3005 3002 3007 3014 49 3004 56 55 53 57 57 54 C C F C F F F C C F F F C C C C C C C C F F F F F F F F F C C F F C C F F F F F F F C C C C C C C C C C C C C F F C C C C C F F F F F C F C CF F F C C F F C C C F F F F C C C F F F C C C C F C F C C C C C C C C C F C C C C C C C F F F F F C F CCC FCC C C F F F C C F F 30 " DIP 6 " DIP 6" DIP 6 " DIP 8 " P LAS T IC DATUR DATUR DATUR 30 " DIP 8" PLAST IC -Y30-POT Sta. 25+31.67= -Y30RPB-POT Sta. 33+10.87 -Y30RPC-PRC Sta. 25+73.50 -Y30RPC-PT Sta. 30+41.60 -Y30A-POT Sta. 10+00.00 -Y30A-PC Sta. 11+20.16 -Y30A-PT Sta. 14+78.08 -Y30A-PC Sta. 18+54.75 -Y30-POT Sta. 25+69.91= -Y30SPURB-POT Sta. 12+77.20 -Y30RPB-PT Sta. 30+16.96 -Y30RPB-SC Sta. 27+36.61 -Y30RPB-SRS Sta. 25+36.61 -Y30RPB-CS Sta. 23+33.61 -Y30G-POT Sta. 15+03.55 -Y30G-PC Sta. 12+34.29 -Y30G-PT Sta. 13+08.75 -Y30G-POT Sta. 10+00.00 OFF=12' -Y30LPB-POC Sta. 30+33.67 -Y30SPURB-POT Sta. 10+00.00= -Y30A- -Y30RPC- -Y30RPD- -LB- -LB- -Y30LPB- -Y30RPB- -Y30RPB- -Y30SPURB- - Y30G- - Y3 0 - - Y3 0 - -Y30-POT Sta. 30+49.30 -Y30LPB-POT Sta. 19+61.49= -Y30RPD-CS Sta. 22+47.02 -Y30RPD-SRS Sta. 23+97.02 -Y30RPD-SC Sta. 25+47.02 -Y30RPD-PT Sta. 26+97.26 -Y30LPB-SC Sta. 24+24.34 -Y30LPB-CS Sta. 32+26.08 OFF=40' -Y30-POT Sta. 29+11.28 -Y30LPB-ST Sta. 34+26.08= -Y30LPB-TS Sta. 20+24.34 -Y30LPB-ST Sta. 18+29.26 -Y30LPB-CS Sta. 16+79.26 -Y30LPB-SC Sta. 14+75.92 -Y30LPB-TS Sta. 13+25.92 -Y30LPB - -Y30RPD-POT Sta. 29+72.26 -Y30RPC-POT Sta. 31+38.00 -Y30-POC Sta. 34+73.61= -Y30C-PT Sta. 16+43.34 -Y30-PC Sta. 30+89.52 -Y30-POT Sta. 31+80.70 -LB-POC Sta. 1426+53.73= OFF=83' LT -LB-POC Sta. 1438+87.45 -Y30LPB-POT Sta. 7+08.49= -LB-SC Sta. 1423+32.82 -LB-TS Sta. 1420+32.82 GREU TL-3 GREU TL-3 GREU TL-2 G REU TL- 3 200' TAPER PROP. MONO. CONC. ISLAND 15 :1 16' TO 24' PROP. WW FENCE LT T T MT R MT R T MT R T T MT R C T MT R MTR C T C HH HH MTR T HH MT R MT R MT R HH T HH EOI T E O I E OI 12 FO 48 FO 48 FO 12 FO 12 F O 48 FO 48 F O 2 0 0 P R 20 0 P R 50 PR 5 0 PR 100 PR 10 0 PR 10 0 P R 10 0 PR 100 PR 100 PR 100 PR100 PR 100 PR 10 0 P R 2 5 PR 4 8 FO 48 FO 25 PR 2 5 PR 4 8 F O 48 FO 50 PR 100 PR 5 0 PR 25 PR 50 PR 4 8 F O 25 PR 2 5 P R T 25 PR C C M TRT E O I 5 0 P R EOI EO I EOI T 5 0 P R EOIEOI EOI EOI EOIEOI EOI EOIE OI 19 PROPOSED SIGNAL R-2829B ELB ELB ELB ELB ELB ELB ELB ELB ELB ELB ELB ELB ELB ELB ELB CL I RIP RAP CL II RIP RAP CL I RIP RAP SEE DETAIL C LAT. 2' BASE DITCH SEE DETAIL A LAT. 2' BASE DITCH SEE DETAIL Q STD. 5' BASE DITCH SEE DETAIL A LAT. 2' BASE DITCH SEE DETAIL E LAT. 5' BASE DITCH SEE DETAIL W TOE PROTECTION SEE DETAIL W TOE PROTECTION SEE DETAIL S SP. CUT DITCH SEE DETAIL S SP. CUT DITCH SEE DETAIL W TOE PROTECTION SEE DETAIL W TOE PROTECTION SEE DETAIL W TOE PROTECTION SEE DETAIL S SP. CUT DITCH SEE DETAIL S SP. CUT DITCHSEE DETAIL S SP. CUT DITCH SEE DETAIL K STD. 2' BASE DITCH SEE DETAIL K STD. 2' BASE DITCH SEE DETAIL D LAT. 3' BASE DITCH SEE DETAIL D LAT. 3' BASE DITCH SEE DETAIL D LAT. 3' BASE DITCH SEE DETAIL D LAT. 3' BASE DITCH SEE DETAIL A LAT. 2' BASE DITCH SEE DETAIL S SP. CUT DITCH SEE DETAIL S SP. CUT DITCH SEE DETAIL D LAT. 3' BASE DITCH SEE DETAIL S SP. CUT DITCH SEE DETAIL S SP. CUT DITCH SEE DETAIL S SP. CUT DITCH SEE DETAIL K STD. 2' BASE DITCH CL B RIP RAP CL B RIP RAP CL B RIP RAP CL B RIP RAP SEE DETAIL D LAT. 3' BASE DITCH SEE DETAIL S SP. CUT DITCH SEE DETAIL E LAT. 5' BASE DITCH CL I RIP RAP SEE DETAIL Q STD. 5' BASE DITCH SEE DETAIL E LAT. 5' BASE DITCH CL B RIP RAP CL II RIP RAP CL B RIP RAP SEE DETAIL AG LAT. 3' BASE DITCH CL B RIP RAP CL B RIP RAP SEE D ETAIL A LAT. 2' BASE DITCH CL II RIP RAP CL II RIP RAP SEE DETAIL Q STD. 5' BASE DITCH CL II RIP RAP CL II RIP RAP CL II RIP RAP CL II RIP RAP CL II RIP RAP SEE DETAIL Q STD. 5' BASE DITCH SEE DETAIL AB MED. V DITCH SEE DETAIL S SP. CUT DITCH SEE DETAIL W TOE PROTECTION SEE DETAIL D DITCH LAT. 3' BASE CL II RIP RAP SEE DETAIL A LAT. 2' BASE DITCH SEE DETAIL AN CONC. BASE DITCH SEE DETAIL AN CONC. BASE DITCH SEE DETAIL Q STD. 5' BASE DITCH CL II RIP RAP CL B RIP RAP CL B RIP RAP 15" RCP 15" RCP 15" CMP 54" RCP 30" CMP 30" CMP 12" CMP 12" CM P 3 0 " CMP 54" RCP 12" R C P 15" CMP 4 " P VC 18 " HDP E 3 6" CONC 3 6" CONC CUL1 CUL2 CUL3 CUL4 CE1 HW1RCBC (2) 10'X11' CUL8 CUL7 CUL6 CUL5 CE2 HW2 DI 15" RCP 15" RCP 15" CMP 54" RCP HW/ WW CONC HW/ WW CONC HW/ WW CONC HW/ WW CONC 30" CMP 30" CMP INV =2 2 6 .19 ' T O P =2 3 6 .5 1' IN V=2 3 1.3 7 ' 12" CMP 12" CM P INV=2 4 3 .2 7 ' INV= 2 4 3 .4 4 ' INV =2 4 3 .2 6 ' INV =2 4 3 .8 1' 3 0 " CMP 54" RCP INV=18 9 .5 5 ' INV=18 9 .4 4 ' INV=19 0 .91' INV=19 0 .9 5' 18 " RC P 12" R C P 15" CMP IN V=219.10' IN V =218.51' INV =220.94' IN V =218.78' IN V=219.51' INV =219.16' 4 " P VC INV=214.8 8 ' INV=213.25' CUL1 CUL2 CE1 HW 1 CUL3 CUL4 HW 2 CE2 CUL5 CUL6 CUL7 CUL8 RCBC (2) 10'X9' 18 " HDP E INV =2 15 .9 3 ' INV= 2 16 .10 ' (BURIED 1.0') 1@6'x8' ( B U RI E D 1. 0' ) 1 @ 6' x 8' 2GI 2GI 2GI 2GI 2GI REMOVE 2GI 2GI 2GI-A 2GI-A 2GI-A 2GI-A RETAIN RETAIN RETAIN RETAIN RETAIN RETAIN REMOVE REMO VE REMOVE REMOVE RETAIN HW PLUG PLUG PLUG PLUG FLOWABLE FILL REMOVE 2GI CB CB CB CB 2GI CB CB CB CB CB CB 18" 15" RCP-III 15" RCP-III FS 15" 2GI 2GI 1 5" R C P-III 15" RCP-III 24" RCP-III ( B U R I ED 1. 0' ) 1@ 6' x 8' (BURIED 1.0') 2@12'x11' (BURIED 1.0')3@12'x11' 2GI2GI 2GI 2GI 30" RCP-III 15" RCP-III 18 " RC P- III 18" RCP-III FS FS FS FS 15" RCP-III 15" RCP-III 2 4 " RC P - II I 3 0 " RC P- III 4 2 " RC P- III 4 2 " R C P - I I I 4 8" RCP-III 48" RCP-III 2 4 " RC P- III 15" RCP-III RETAIN 15" RCP-III 2GI2GI 48" RCP-III 48" RCP-III 2GI 18 " RCP- III 18" RC P- III 2GI 15" FS CB CB 15" RCP-III 15" RC P-III CB CB CB 15 " RC P- III 15" RCP-III 15" RCP-III 2GI 15 " 2GIFS FS 2GI 18 " RCP- III FS 2GI 2GI 24" RCP-III 2GI 2GI 15 " RC P - III 15" RCP-III 15" RCP-III OTCB-3 15 " RCP- III 15" RCP-III CB TB 2GI HW FS 3OTCB 2GI-A 42" RCP-IV 18" RCP-III 18" RCP-III 24" RCP-III 2GI 15" RCP-III 15" RCP-III 15" RCP-III 60 " RCP- IV JB w/MH JB w/MH 2GI-A 3OTCB 36" 6 0" RC P-IV HW 2GI-A JB w/MH 24" 15" RCP-III 60" RCP-III JB w/MH 3OTCB 6 0 " R C P- III 6 0 " RC P- IV JB w/MH 2GI 2GI 2GI 18" RCP-III 2GI 15" RCP-III 2GI 2GI 15" RCP-III 24" RCP-III JB w/MH 2GI 2GI 2GI-A15" RCP-III 18" RCP-III 18" RCP-III 24" RCP-III JB w/MH 15" RCP-III CB 6 0 " RC P- IV 2GI FS 18" RCP-III 18" RCP-III 15" RCP-III CB 2GI15 " RC P - II I 6 0" RC P- IV 2GI-A 15" CB 2GI 2GI 2GI 2GI 15" RCP-III 15" RCP-III 2GI15" RCP-III CB CB CB CB CB CB 15" RCP-III 15" RCP-III 60" RCP-IV 6 0" RC P-IV 6 0 " RC P- IV 2 ELBO W S 18 " 2 ELBOWS 15" 2 E L B O W S 1 8" CB 2 ELBO W S 18 " 2 ELBO W S 3 6" 4 2" RCP-IV 4 2 " RC P- III 24" RCP-III 18" RCP-III 48" RCP-III 18" 18" RCP-III 30" RCP-III DRAIN POND 3OTCB 2GI 15 " RCP-III DRAIN POND FLOWABLE FILL FS 60 " RCP- IV 24" RC P-III 2 ELBOWS 18" CB 2 ELBOW S 15" 15" RCP-III DI CB 1 5 " R C P-III CB 18 " RC P - III 18" RCP-III 2 ELBOWS18" CB 15" RCP-III 15" TYP.25' TYP. 25' + 7 5 .2 9 8:1 + 0 0 .0 0 PROP. CABLE GUIDERAIL 8 ' PROP. CABLE GUIDERAIL 900' TAPER PROP. GUARDRAIL 8:1 12' PS 8:1 8:1 8:1 & MSE PROP. SFCB 8:1 8:1 4' PSPROP. SFCB 18' PS 8:1 8:1 PROP. GUARDRAIL 4' PS 900' TAPER 16 ' 4' PS 8:1 4' PS PROP. SFCB 18' PS PROP. NOISE WALL 12' PS 12' PS 3 6 ' ME D 7 0' 12' PS 3 6' 18' PS PROP. SFCB PROP. NOISE WALL 1 6'4 8 ' PROP. NOISE WALL & MSE PROP. SFCB 12' PS 12' PS 18' PS PROP. SFCB PROP. WW FENCE P R O P . N O ISE W A L L TYP. 60' 4' PS 16 ' 4' PS PROP. 2'-6" C&G 100' TAPER + 4 5 .8 7 3 0 ' 2 4 ' +50.00 37'30'25' P R OP . MUP T AP E R 3 5 0 ' ME DIAN 4 " CONC. S ID E WALK 20' 20'TYP.24' TYP. 24' + 4 6 .0 8 PROP. WW FENCE TYP. 24' 2 0' TYP. 25' 2 4 ' 4' PS 4' PS TYP. 25' P R OP . 1'- 6 " C&G P R OP . 1'- 6" C&G P R OP . 2 '- 6" C&G G&C "6 -' 2 . PO R P P R OP . MUP P R OP . 2 '- 6" C&G P R OP . MONO. CONC. IS LAND P R OP . 2 '- 6 " C&G 4 " CONC. S ID E WALK TYP. 25' 2 4 ' 49' 49' 61'25' 6' 61'6'25' 37'18'37' P ROP . 1'- 6 " C&G P R OP . 1'- 6 " C&G P R OP . 2 '- 6 " C&G P R OP . 2 '- 6 " C&G T Y P. 2 5' S IDE WALK 4 " CONC. 37'18'25' TYP. 25' 3 6 ' 4 ' P S 2 4 ' TYP.30' 21' 4 2' 42' 100' TAPER 4 0 0' T AP E R 3 0' T O 4 2' 24' TO 30' +00.00 + 0 0 .0 0 4' PS 4' PS B C D PROP. NOISE WALL PROP. NOISE WALL PROP. SFCB 18' PS 18' PS PROP. SFCB PROP. NOISE WALL 12' PS PROP. GUARDRAIL 12' PS 12' PS 14' PS 4' PS PROP. GUARDRAIL TYP. 25' 12' PS 12' PS 4' PS 12' PS 8:1 4' PS 2 4' 2 4 ' 3 6 ' 12' PS ME D 70 ' 12' PS 60' PROP. SFCB 18' PS WALL PROP. NOISE PROP. NOISE WALL P R OP . WW F E NCE P R OP . WW F E NCE -Y30LPB- STA. 20+61 +/- END APPROACH SLAB -Y30LPB- STA. 20+36 +/- END BRIDGE -Y30LPB- STA. 18+69 +/- BEGIN APPROACH SLAB -Y30LPB- STA. 18+93 +/- BEGIN BRIDGE GUARDRAIL PROP. MSE SFCB & PROP. -Y30A- STA. 10+80.00 BEGIN CONSTRUCTION PROP. NOISE WALL PROP. NOISE WALL P ROP . WW F E NCE 4 " CONC. S IDE WALK + 6 6 .75 PROP. SFCB 18' PS 100' TAPER 4' PS PROP. WW FENCE P R OP . 1'- 6 " C&G P R OP . 1'- 6 " C&G 18' PS PROP. SFCB PROP. NOISE WALL PROP. NOISE WALL PROP. SFCB 18' PS PROP. WW FENCE 18' 18 ' 2 2 .2 4 ' + 7 4 .9 3 P R OP . MUP 4" CONC. S IDE WALK +10.08 +00.00 -Y30RPC- +29.39 BEGIN NW#91 -Y30RPC- +85.08 END NW#91 18' PS PROP. SFCB -Y30RPB- +42.41 END NW#90 -Y30- +39.11 BEGIN NW#92 TYP. 25' + 4 7 .2 6 4' PS TYP. 25' 6' PS 6' PS G&C "6-'2 .PORP G & C "6-'2 .PORP G&C "6-'2 .PO R P G&C "6-'2 .P O RP 3 4 ' 7 2 ' 6 0 ' TYP. 25' 2 0 0 ' T A P E R 10 0 ' T AP E R 37'+10.00 & MSE PROP. SFCB -Y30RPC- +22.51 END NW#91 EX. ASPHALT PAVEMENT REMOVE OVERLAY END UNIFORM OVERLAY UNIFORM -Y30RPD- +11.53 BEGIN NW#93 8:1 4' PS WALL PROP. NOISE PROP. SFCB 18' PS 15' 1@6'x8' CULVERT PROP. 37' 10 0 ' T AP E R 3@12'x11' CULVERT PROP. 2@12'x11' CULVERT PROP. 43 2 ' S T OR AGE P R OP . GUAR D R AIL 4' PS -LB- STA. 1425+77 +/- BEGIN BRIDGE -LB- STA. 1425+53 +/- BEGIN APPROACH SLAB -LB- STA. 1427+45 +/- END APPROACH SLAB -LB- STA. 1427+21 +/- END BRIDGE 1 4 4 0 + 0 0 . 0 0 S E E S H E E T 1 9 M A T C H L I N E - L - S T A . NAD 83 SEE SHEET 2 1 STA. 4 9 + 0 0 .0 0 -Y3 1FLYDB- MATC H LIN E STA. 24+00.00 SEE SHEET 21 M ATC HLINE -Y31RPB- ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 1 6 + 0 0 . 0 0 S E E S H E E T 1 9 M A T C H L I N E - Y 3 0 R P D - S T A. S E E S H EET 2 1 S TA . 14 6 7 + 0 0 . 0 0 M A TC H LIN E - L- SEE SH EET 2 1 STA. 15 + 2 5 .0 0 - Y3 1RPC - M ATC H LIN E c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 110 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s . d g n j e f f r e y . k i n g PLANS 0 GRAPHIC SCALE HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 6 / 2 / 9 9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 100502550 3 / 2 7 / 2 0 2 4 2 :4 4 : 4 9 P M HTR HTR HTR HTR HTR HTR HTR HTR HT R HT R HT R H T R HT R HTR 8' CONC GR GR GR GR GR 2 0' GR 2 0' GR 2 0 ' GR F L A G P O L E HTR GR 11' GR 1 2' G R 15' G R 18' G R 13' GR1 0' G R 12' G R 2 0' GR KEMP DR 17' GR HTR 1 2' G R 11' GR HTR 11' GR S H TR G HT R HT R 10' GR 10' CONC 12' GR 11' GR 15' GR KE MP DR 16 ' GR 13' GR H T R 13' GR 20' GRS HTR 14' CONC HTR H TR 15 ' GR HT R H T R HT R HTR HTR HTR LODGE DR 19' B S T 14' G R LODGE DR 16' BST KEMP DR 14' GR 9' SOIL HT R S S S S BEAVER DAM W W W W W W W W W S E P TI C W W S S HTR GR G R GR THICKET CT 16' BST KNIGHT DALE E S T AT E S DR 17' B S T 10' GR & BST 8 ' GR S S S S S S S S 8' GR C AN MT L WAL L 4 8 " B K B K W D GAZEBO EIP EIP EIP EI P EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP MON MON MON MON MON MON APPARENT OVERLAP - SEE SURVEYOR'S REPORT S 26°24'21" E 349.31' N 07°19'03" W 403.16' N 20°35'45" E 392.28' N 20°37'23" E 392.19' N 20°45'21" E 392.10' N 13°05'55" E 397.70' N 06°38'21" W 473.42' N 25°36'21" W397.83' E XIS T IN G R/ W EXISTING R/W EXISTING R/W EXISTING R/W EXISTIN G R/W EXISTING R/ W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W N 02°33'27" W 109.78' S 8 3 ° 2 2' 4 1" E 2 7 4. 6 7' N 02°33'27" W 205.05' N 02°33'27" W 441.76' S 8 7 ° 5 5' 3 5 " E 9. 7 3' S 8 7 ° 5 5' 3 5 " E 16 8. 8 0' S 6 9 °2 3 ' 2 1" E 3 4 5 .0 0 ' S 6 9 °2 3 ' 2 1" E 6 8 .2 0 ' S 6 9 °2 3 ' 2 1" E 2 3 .6 1' S 6 9 °2 3 ' 2 1" E 10 0 .0 0 ' S 6 9 °2 3 ' 2 1" E 10 0 .0 0 ' S 6 9 °2 3 ' 2 1" E 15 1.17 ' S 6 9 °2 3 ' 2 1" E 2 5 0 .0 0 ' N 20°40'59" E 273.59' N 20°47'59" E 310.29' S 20°41'50" W 127.42' S 20°49'08" W 209.92' S 8 4 ° 2 9' 14 " E 10 3. 3 6' S 8 4 ° 2 9' 14 " E 14 0 . 2 2' EXIS T ING R / W EXIS T ING R / W S 6 0 °58'58" E 198.58' S 8 4 ° 11' 0 1" E 2 7 7. 5 1' N 63°49'59" E151.73' N 08°45'59" E 72.37' N 08°45'59" E 130.28' N 08°45'59" E 150.40' N 08°45'59" E 150.40' N 08°45'59" E 150.40' N 08°45'59" E 150.40' N 08°45'59" E 138.38' N 08°45'59" E 153.10' N 08°45'59" E N 7 3 °5 3 ' 0 1" W 16 0 . 7 4 ' S 8 4 ° 11' 0 1" E 2 3 2. 7 3' S 8 4 ° 11' 0 1" E 2 3 9. 8 5' S 8 4 ° 11' 0 1" E 2 5 5 . 3 3'S 8 4 ° 11' 0 1" E 2 6 3. 0 7' S 8 4 ° 11' 0 1" E 2 7 0 . 8 1'EXISTING R/W EIP EIP N 45°46'5 4 " W 111.7 0 ' R/ W T O E I P 0 . 15' R/ W T O E IP 0. 2 3' R/W TO EIP 0.24' R/W TO EIP 0.48' S 8 4 ° 2 9' 14 " E 16 6 . 3 6' R/ W T O E I P 0 . 4 0' R/ W T O E I P 0 . 2 2' S 8 4 ° 12' 0 2 " E 2 4 7. 5 9' N 8 4 ° 12' 2 1" W 15 6 . 0 0' E IP T O R/ W 0. 3 7' N 8 4 ° 12' 2 1" W 14 9. 2 5' N 8 4 ° 12' 2 1" W 12 3 . 2 7' N 8 4 ° 12' 2 1" W 110. 2 7' N 8 4 ° 12' 2 1" W 15 2. 4 3' N 6 3 °18 '2 1" W 17 0 .0 8 ' N 45 °12 '21" W 2 3 6.6 0 ' EIP TO R/W 0.33' EIP TO R/W 0.19' H T R H T RD E C K P O R T C A R G DE C K G R A V E L G R A V E L G C O N C WOO DS DE CK P O R C H HT R HT R G DEC K P A T IO BR IC K S G S WO O D S P A TI O B RI C K P O R T C A R HT R HT R H T R HT R HT R HT R H T R H T R HT R HT R HT R H T R HT R HT R HT R H T RH T RH T R HT R H T R H T R H T R H T R H T R HT R H T R H T R H T R H T R HT R H T R HT RHT R H T R HT R HT R H T R H T R GR GR GR GR G R GR GR GR S S T E P S S T E P S STEPS STEPS S S HT R STEPS S DE C K P ORT CA R G W DEC K SSTEPS S S STEPS S S G S S S S H T R S S S S S S S S S S SS GU Y GU Y GUY G UY GU Y HT R SOIL STEPS S DE C K P ORT CA R G W DEC K SSTEPS S S STEPS G R G R GR S GR GR GR GR G R S G S S GR GR GR GR GR GR GR G R GR GR G R GR GR GR GR G RGR GR G R GR GR RADIANCE CT 16' BST PRAIRE CT 16' BST GR G R S GR S H T R S S S KNI GH T DALE E S T AT E S D R 17' B S T S S S S SGR GR S S SS G R GR GU Y GU Y GUY G UY GU Y WJK WJJ (1) WJJ (1) SHC SHC SHC SHF P O N D P A A B ( N o n - J D) WJK FRANCISCO N GONZALES & CARITINA B ANGELINA BM 1973 PG 377 DB 11474 PG 1104 BM 1973 PG 377 DB 17017 PG 81 PRIESTLY E PIERCE JR DB 11474 PG 1104 BM 1973 PG 377 BM 1973 PG 377 DB 15351 PG 2591 ANABEL GONZALEZ NAVARRO DB 11391 PG 586 BM 1973 PG 377 BM 1973 PG 377 DB 15010 PG 1934 IGNACIO GONZALEZ JOSE ALVAREZ-MEDINA DB 15723 PG 598 BM 1973 PG 377 BM 1973 PG 377 DB 3153 PG 625 RUTH K SMITH WIILIAM D & BRANDON RODRIGUEZ DB 16158 PG 2412 BM 1973 PG 377 KNIGHTDALE ESTATES MHP LTD PRTNRP DB 7111 PG 140 CARITINA B ANGELINA FRANCISCO N GONZALES & PRIESTLY E PIERCE, JR DB 17017 PG 81 BM 1973 PG 377 NC DEPARTMENT OF TRANSPORTATION DB 8818 PG 2571 BM 1973 PG 377 BM 1973 PG 377 DB 8757 PG 904 TRANSPORTATION NC DEPARTMENT OF DB 7086 PG 767 BM 1973 PG 377 TRANSPORTATION NC DEPARTMENT OF DB 8694 PG 1132 BM 1973 PG 377 SALVADOR P ROSALES BM 1973 PG 377 DB 16589 PG 650 SALVADOR P ROSALES DB 16448 PG 2720 BM 1973 PG 377 MISTY M TRIPP DB 16011 PG 934 BM 1973 PG 377 ALEJANDRA ALCARAZ IGNACIO GONZALES & DB 11565 PG 1788 BM 1973 PG 377 CHRISTOPHER G BELL DB 12599 PG 1870 BM 1973 PG 377 BM 1973 PG 377 JOSE ALVAREZ-MEDINA EDUARDO RIVERA & DB 16935 PG 823 MARY R MARSHALL DB 5041 PG 900 BM 1973 PG 377 NELLIE M PERRY WILL BK 16-E PG 322 DB 3852 PG 881 BM 1973 PG 377 MARIE T VATER DB 16718 PG 1767 BM 1973 PG 377 POPLAR CREEK VILLAGE COMMUNITY ASSC, INC DB 17307 PG 898 BM 2010 PG 217-221 BM 2017 PG 2106-2108 BM 2018 PG 1098-1104 NC DEPARTMENT OF TRANSPORATION DB 9494 PG 2491 NCDOT PROJECT 8.1402205 (R-2547BB) TRANSPORTATION NC DEPARTMENT OF DB 8820 PG 362 BM 1973 PG 377 GERMAN B MIRANDA DB 12186 PG 2062 BM 1973 PG 377 HELEN M ZIMMERMAN SHAYNE Z & DB 2857 PG 222 BM 1973 PG 377 RHONDA L ENNIS MICKEY R & DB 11956 PG 626 BM 1973 PG 377 HAROLD T TART DB 2242 PG 660 BM 1973 PG 377 DB 15821 PG 1293 BM 1973 PG 377 FRANCISCO ANGELINA KNIGHTDALE ESTATES MHP LTD PRTNRP DB 7111 PG 140 OLGA L CASTILLO EDUARDO E RIVERA & SILVIA HERNANDEZ ERNESTO H & TRANSPORTATION OF DEPARTMENT NC PG 2314 DB 8773 PG 377 BM 1973 P G 3 7 7 B M 1 9 7 3 200 200 200 2 0 0 200 200 200 200 200 200 200 200 200 2 0 0 200 200 200 200 200 200 200 200 200 200 200 2 0 0 200 200 200 200 200 200 200 200 200 200 20 0 200 200 200 200 2 0 0 200 2 0 0 200 200 200 200 200 200 200 200 200 200 200 2 0 0 200 200 2 0 0 200 200 200 2 00 2 0 0 200 200 200 200 200 200 200 200 200200 2 0 0 200 200 200 20 0 200 200 2 0 0 2 0 0 2 0 0 2 0 0 200 2 0 0 210 2 10 2 1 0 210 210 210 210 210 210 210 210 2 10 210 2 10 210 2 1 0 2 10 210 210 210 210 210 2 10 210 210 2 1 0 210 210 210 210 210 210 210 210 210 210 210 210210 210 2 10 210 210 210 2 10 210 210 210 210 210 210 210 210 2 10 210 210 210 2 1 0 210 2 1 0 210 2 10 210 2 1 0 2 10 210 210 2 1 0 210 210 210 210 210 2 1 0 2 10 2 1 0 2 1 0 220 220 220 220 220 220 220 2 2 0 2 20 220 2 2 0 2 2 0 220 220 220 220220 220 220 220 220 220 22 0 2 2 0 2 2 0 220 220 220 2 2 0 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 2 2 0 220 220 2 2 0 220 220 2 20 220 2 2 0 220 220 220 220 220 220 22 0 2 2 0 220 220 220 220 2 2 0 2 2 0 22 0 2 30 2 3 0 230 230 230 230 230 230 230 230 230 2 3 0 23 0 2 3 0 230 230 230 230 230 230 230 230 230 230 2 3 0 230 230 230 230 2 3 0 230 230 230 230 2 3 0 2 30 2 3 0 230 230 230 230 230 23 0 230 230 230 230 230 230 230 230 23 0 230 230 230 230 230 2 30 230 230 2 3 0 230 230 230 230 230 230 2 3 0 230 230 2 3 0 24 0 240 240 240 240 2 4 0 240 240 240 240 240 240 240 240 2 4 0 240 240 24 0 240 240 240 240 240 240 240 240 240 2 40 240 240 240 240 240 240 240 240 240 240 240 240 240 2 4 0 240 240 240 240 2 4 0 24 0 240 2 4 0 240 2 4 0 240 240 240 240 240 240 2 4 0 2 4 0 250 250 250 250 250 2 5 0 250 250 2 5 0 250 250 2 5 0 WSE=219.7'POND WSE=219.7'POND 1445+00 1450+00 1455+00 1460+00 1465+001440+00 15+00 20+00 25+00 5 0+ 0 0 55+00 60+00 65+00 25+00 30+00 15+00 15+00 0 6 TES TES B-77 TYPE CAT-1 B-77 TYPE GREU TL-3 B-77 TYPE B-77 TYPE B-77 TYPE GREU TL-3 B-77 TYPE CAT-1 CAT-1 GREU TL-3 CAT-1 CAT-1 GREU TL-3 CAT-1 POST GRDOUBLE GREU TL-3 CAT-1POST GR DOUBLE 0 10 00 10 2 0 2 0 3 0 4 0 5 0 6 CAT-1 POST GRDOUBLE TYPE B-77 GREU TL-3B-77 TYPE B-77 TYPE AT-1 CAT-1 POST GR DOUBLE AT-1 B-77 TYPE 0 5 0 5 0 6 0 4 5 0 4 0 3 8 0 3 0 2 0 13 0 2 B-77 TYPE 0 5 0 4 0 3 0 2 0 5 0 4 0 3 0 2 0 1 0 0 0 1 0 2 0 5 0 4 0 3 0 1 0 0 0 1 0 2 0 2 0 2 0 3 0 4 0 5 0 6 08 0 2 0 3 0 4 0 60 5 0 7 0 8 0 2 0 1 0 0 0 1 0 2 0 1 0 0 0 1 0 2 0 3 06 EXIST. 01 02 03 04 04 0 3 0 2 0 2 0 1 0 0 0 1 0 2 0 2 0 2 0 1 0 0 0 1 0 2 0 3 0 6 0 5 0 4 0 2 CAT-1 0 5 6 0 GUIDERAIL AUPROP. CABLE GUIDERAIL AU PROP. CABLE GUIDERAIL AU PROP. CABLE GUIDERAIL AU PROP. CABLE GUIDERAIL AU PROP. CABLE 57 3102 58 59 3101 3104 3105 3106 3107 3108 63 64 65 62 61 2011 2010 57 2012 2113 3117 3116 3114 31143113 3112 3111 3110 3109 60 C F F F F C C F F F C C C C F F F F CC F F F F F C C C F C F C C C C F F F C C C C C C C F F F F F C C F F F C C F F F FF F C C C C C F FF F F C C F F F F F F F F F C C C F C F F F F F F F F C C 6 " C L A Y 8 " C L A Y 6" CLAY 6 " C L A Y 8 " C L A Y 8 " C L A Y EOI 6 " C L A Y 6 " C L A Y 8 " C L A Y 8 " C L A Y 8 " C L A Y -Y31A-POT Sta. 10+00.00 -Y31A-PT Sta. 14+40.28 -Y31A-PC Sta. 11+95.99 -Y31A-PC Sta. 15+96.34 -Y31A-PT Sta. 19+80.76 -Y31A-PC Sta. 22+90.23 -Y31A-PT Sta. 28+91.97 -Y31B-POT Sta. 10+00.00 -Y31B-POT Sta. 12+00.70 -Y31FLYDB-PC Sta. 57+86.20-Y31FLYDB-CS Sta. 64+81.12 -Y31FLYDB-SRS Sta. 66+31.12 OFF=83' LT -Y31FLYDB-ST Sta. 67+81.12=-Y31RPB-CS Sta. 30+23.50 -Y31FLYDB-POC Sta. 57+78.00 -Y31RPB-ST Sta. 32+23.50= -Y31FLYDB-CS Sta. 53+54.96 -Y31FLYDB-ST Sta. 55+04.96 -Y30RPD- -Y31B- -LB- -LB- -Y31FLYDB- -Y31FLYDB- -Y31RPB- -Y31A- -Y31A- -Y31RPC- -Y30RPD-SC Sta. 12+00.00 -Y31RPC-TS Sta. 13+28.57 OFF=83' RT -LB-POC Sta. 1446+44.61 -Y30RPD-ST Sta. 10+00.00= -LB-POC Sta. 1447+39.77 OFF=83' RT -LB-POT Sta. 1460+81.39 -Y31RPC-ST Sta. 10+00.00= -LB-SC Sta. 1464+67.03-LB-TS Sta. 1461+07.03 -LB-ST Sta. 1454+08.46-LB-CS Sta. 1450+48.46 LT L T LT LT LT C C C C T T T EOI 50 PR 50 PR 5 0 P R E O I 5 0 P R O UT L ET O UT L E T OUT L E T T C CT T T TC CT T C C T O U T L E T OUT L E T E OI CT E OI EOI EOI E OI EOI 50 PR 100 PR 200 PR 200 PR 200 PR 2 0 0 P R 2 0 0 P R 2 0 0 P R 100 PR M T R C TT T C T C C T MTR MTR MTR OUTLET MTR MTR MTR MTR EOI 5 0 P R 50 PR EOI EOI E OI EOIEOI E OI E OI T MTR MTR C C C C C C C T T T C CC C T TC TT T T T C CCCC C C CCCC C T MTR MTR C C 20 R-2829B CL II RIP RAP CL II RIP RAP CL II RIP RAP SEE DETAIL A LAT. 2' BASE DITCHCL I RIP RAP CL B RIP RAP SEE DETAIL S SP. CUT DITCH SEE DETAIL ALAT. 2' BASE DITCH SEE DETAIL A LAT. 2' BASE DITCH SEE DETAIL E LAT. 5' BASE DITCH CL B RIP RAP CL II RIP RAP CL II RIP RAP SEE DETAIL AG LAT. 3' BASE DITCH SEE DETAIL AG LAT. 3' BASE DITCH SEE DETAIL AG LAT. 3' BASE DITCH SEE DETAIL A LAT. 2' BASE DITCH CL I RIP RAP SEE DETAIL A LAT. 2' BASE DITCH CL B RIP RAP CL B RIP RAP CL B RIP RAP CL B RIP RAP CL B RIP RAP SEE DETAIL S SP. CUT DITCH CL B RIP RAP SEE DETAIL AG LAT. 3' BASE DITCH SEE DETAIL Q STD. 5' BASE DITCH SEE DETAIL K STD. 2' BASE DITCH SEE DETAIL I STD. 2' BASE DITCH SEE DETAIL W TOE PROTECTION SEE DETAIL W TOE PROTECTION SEE DETAIL A LAT. 2' BASE DITCH CL II RIP RAP CL B RIP RAP CL B RIP RAP CL B RIP RAP CL B RIP RAP CL B RIP RAP SEE DETAIL AN CONC. BASE DITCH RIP RAP CL B CL B RIP RAP CL B RIP RAP CL II RIP RAP CL B RIP RAP CL II RIP RAP CL B RIP RAP CL B RIP RAP 12" RCP 15" RCP 12" CMP 12" RCP 12" RCP 15" CMP 12" RCP 15 " RC P 15 " R C P 12 " R CP 3 6 " C O NC 12 " C M P 3 6 " CO NC 3 6 " C O NC 3 6 " C O NC 15 " R C P 12" RCP 12" RCP 12" R CP 18 " HDP E 12 " RC P 15" CMP 3 0 " C M P C ONC DIT CH DIT C H C O N C 3 6 " C O N C 3 6 " CONC 36" CONC 36" CONC 36" CONC 12 " RC P 12 " R C P CONC 12" RCP 36" CONC 3 6 " CON C 36" CONC 12 " R C P 36" CONC 36 " CONC R C P 12 " CONC RCP 12" CONC 36" 12 " HDP E 12 " RC P 12 " R C P CONC 12" RCP 36" CONC 3 6 " CON C 36" CONC 12 " R C P 36" CONC 36 " CONC R C P 12 " CONC RCP 12" CONC 36" 12" RCP 15" RCP 12" CMP 12" RCP 12" RCP 15" CMP 12" RCP 12 " R C P 12 " R C P 12 " R CP 3 6 " C O NC 12 " C M P 3 6 " CO NC 3 6 " C O NC 3 6 " C O NC 15 " R C P 12" RCP 12" RCP DI INV=218.10' 12" R CP 18 " HDP E 12 " RC P 15" CMP I N V = 2 2 0.9 3'I N V =2 19.3 5' 3 0 " C M P INV=214.83' INV=214.41' INV=219.83' INV=219.15' INV=219.19' INV=216.40' INV=215.11' INV=228.60' INV=228.25' OT DI T OP=220.42' OTDI TOP=220.98' (BURIED 1.0')1@10'x8' HW ( B U RI E D 1. 0') 1 @ 6' x 8' 2GI 2GI 2GI (BU RIED 1.0 ') 1@ 7 'x8 ' REMOVE REMOVE REMOVE REMOVE DI REMOVE REMOVE RETAIN RETAIN REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE RETAIN RETAIN 24" RC P-III 2GI 2GI FS FS 15" RCP-III 15" RCP-III 2GI 15" RCP-III 2GI 18 " RC P - III 2GI 2GI 2GI-A 2GI-A 18" RCP-III 24" RCP-III 30 " RC P- III 2GI 24 " 1 8 " RC P - I I I 2 4 " R C P- III FS FS 24" RCP-III 18 " RC P- III FS FS HW 6 0" R C P-III 60" RCP-III 2GI 15" RCP-III 15 " RC P- III 2GI 15" RCP-III 2GI 2GI 2GI 15" RCP-III 2GI 2GI 15" RCP-III 15" RCP-III 1 5 " R C P-III 2GI 2GI 15" RCP-III 15" RCP-III 2GI2GI15" RCP-III 15 " RC P-III 18" RCP-III 24" RCP-III 24" RCP-III 15" RCP-III 15" RCP-III 18" RCP-III 18" RCP-III 2GI 15" RCP-III 30" RCP-III 15" RCP-III 2GI 15" RCP-III 2GI 2GI 2GI 2GI-A 2GI-A 24" RCP-III 15" RCP-III 15" RCP-III 15" RC P-III 15" RCP-III JB w/MH RETAIN 18" RCP-IV 18" RCP-IV 30" RCP-IV REMOVE REMOVE 18" 18" 18" 18" 2GI 15" RCP-III 18" RCP-III 2GI 18" RCP-III 2GI 15" RCP-III 2GI 18" RCP-III 15" RCP-III 15" RCP-III 2GI 2GI 2GI 2GI 2GI 2GI 24" RCP-III JB w/MH 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 15" RCP-III 15" RCP-III 2GI 2GI 2GI 2GI2GI 2GI 2GI 15" RCP-III 2GI 15" RCP-III 18" RCP-III 18" RCP-III RETAIN 24" RCP-III 2GI 2GI 6 0 " RC P- IV (1.0 ' BU RIED ) 15" RCP-III 15" RCP-III 18 " PROP. CABLE GUIDERAIL 8 ' PROP. CABLE GUIDERAIL 8 ' 8 'PROP. CABLE GUIDERAIL PROP. CABLE GUIDERAIL 8 ' PROP. SBG PROP. SFCB 18' PS PROP. SBG PROP. NOISE WALL PROP. SFCB 18' PS 18' PS PROP. GUARDRAIL 12' PS 6 0' M E D 7 0' 12' PS 3 6' 2 4' 8:1 PROP. SBG 8:1 PROP. GUARDRAIL PROP. GUARDRAIL PROP. SBG PROP. WW FENCE PROP. NOISE WALL PROP. GUARDRAIL TYP. 60' -Y31B- STA. 10+03.40 BEGIN CONSTRUCTION TYP. 20' + 5 0 . 0 0 -Y31B- STA. 11+96.03 END CONSTRUCTION PROP. WW FENCE 12' PS 18' PS PROP. SFCB PROP. NOISE WALL PROP. SFCB 18' PS PROP. NOISE WALL 12' PS PROP. SFCB 18' PS 12' PS PROP. GUARDRAIL GUARDRAIL PROP. PROP. SBG 12' PS 8:1 PROP. GUARDRAIL PROP. NOISE WALL PROP. SFCB 18' PS TYP. 60' 12' PS TYP. 60' 12' PS 8:1 14' PS PROP. GUARDRAIL PROP. GUARDRAIL PROP. SBG 14' P S 12' PS PROP. SBG 8:1 12' PS 9.67' PS 9.67' PS 12' PS 8:1 4' PS 8:1 PROP. GUARDRAILPROP. SBG PROP. SFCB PROP. NOISE WALL 18' PS 9.67' PS TYP. 25' PROP. NOISE WALL 8:1 PROP. SFCB 18' PS 11.67' PS 11.67' P S TYP. 25' 8:1 TYP. 25' 12' PS 2 4 ' 12' PS 9.67' PS 3 6 ' ME D 7 0 ' 8:1 4 8 ' 8:1 PROP. SBG PROP. GUARDRAIL PROP. GUARDRAIL PROP. SBG 12' PS 12' PS 8:1 8:1 PROP. SBG PROP. SBG PROP. GUARDRAIL 12' PS 12' PS 16' 16' PROP. NOISE WALL 9.67' PS 4' PS 4' PS PROP. WW FENCE 12' PS 11.67' PS 12' PS 12' PS 9.67' PS 11.67' PS 9.67' PS 12' PS PROP. SFCB 12' PS GUARDRAIL PROP. + 9 7 .3 4 9.67' PS -LB- +54.79 BEGIN SBG +95.00 -Y31FLYDB- END SBG +00.00 -Y31FLYDB- BEGIN SBG +50.25 -Y31FLYDB- BEGIN SBG +40.25 -Y31RPB- END SBG -LB- +14.01 BEGIN SBG -LB- +03.56 BEGIN SBG -Y31A- STA. 11+00.00 BEGIN CONSTRUCTION 21' 2 1' TYP. 24' 18 ' TYP.24' 18' ME D 7 0 ' -LB- +79.10 END NW#93 12 ' 720' TAPER -Y31FLYDB-+48.05 END SBG 8 4' 6 0 ' DR 16' DR16' 18' DR DR16' DR16' 18' DR DR20' DR 16' DR 16' DR 16' DR 16' -Y31A- STA. 26+50.06 END CONSTRUCTION -Y31RPC- +83.35 BEGIN SBG -Y31RPC- +52.56 END SBG DR20' PROP. SFCB18' PS WALLPROP. NOISE PROP. NOISE WALL 3 0 'R 18' R 30'R 10'R 2'R 39.5'R -LB-+69.19 END SBG -LB- STA. 1456+30 +/- BEGIN APPROACH SLAB -LB- STA. 1456+54 +/- BEGIN BRIDGE -LB- STA. 1461+90 +/- END BRIDGE -LB- STA. 1462+14 +/- END APPROACH SLAB -LB- +95.22 END SBG -LB- +95.22 BEGIN SBG -LB- +37.52 END SBG -LB- +23.33 END SBG -LB- +23.33 BEGIN SBG S E E S H E E T 2 2 M A T C H LI N E - L- S T A. 1 4 9 3 + 0 0. 0 0 NAD 83 SHEET 39 20+00.00 SEE -Y31RPB- STA. MATCHLINE SEE SH EET 2 0 STA. 14 6 6 + 0 0 .0 0 MATC H LIN E -L- SEE SH EET 20 STA . 49+ 00.00 -Y 31FLYD B- MA TC H LIN E S E E S H E E T 22 S T A. 63 + 55.00 - Y31 RP D- M A T C H LI N E SEE S HEET 40 ST A. 54+00.00 M ATC HLINE - Y31RP D- S E E S H E E T 2 0 M A T C H LI N E - Y 3 1 R P B- S T A. 2 4 + 0 0. 0 0 SEE SHEET 40 STA. 25+50.00 -Y31RPC- MATCHLINE SEE SHEET 40 STA. 35+00.00 -Y31FLYDB- MATCHLINE ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 SH EET 2 0 15 + 2 5 .0 0 SEE -Y3 1RPC - STA. MATC HLIN E c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 110 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s . d g n j e f f r e y . k i n g PLANS 0 GRAPHIC SCALE HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 6 / 2 / 9 9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 100502550 3 / 2 7 / 2 0 2 4 2 :4 5 : 0 2 P M S MTL MTL EOT MTL MTL MT L M T L B S T C O N C 11' B S T 11' B S T 10 ' B S T MT L M T L MT L MTL MTL EOT EOT M T L MTL 30" C&G M T L MTL MTL MTL EOT EOT 12' BST 12' BST MTL MTL EOT EOT 12' BST 12' BST EOT E OT CONC C A B L E 3 0 " C & G MT L US 64 OFF R A MP 14' C O N C I-540 SBL 23.5' CONC I-540 SBL 36' CONC I-540 ON RAMP 15' CONC S R 2 8 2 9 - 14 R 2 8 2 9 - 15 W S H O U L DER B E R M GU T T E R S HO U L DE R B E R M G UT T E R 3 0 " C & G 30" C& G 30" C&G 3 0 " C & G 30" C&G GR AS S B S T B S T B S TB S T B S T BST B S T B S T BST BST BST BST BST BST BST BST SHOULDER BER M GUTTER SHOULDER BERM GUTTER 30" C&G 15' CONC 16' CONC BST BST BST BST BST BST BST BST 47' CONC 43' CONC 36' CONC 15' CONC 15' CONC BST BST 18' CONC 18' CONC SHOULDER BER M GUTTER S HO UL DE R B E R M GUT T E R SHOULDER BERM GUTTER SHOULDER BERM GUTTER V E GET A T IO N V E GET A T IO N VEGETATION VEGETATION VEGETATION V E GET A T IO N GRASS GRASS VEG E T AT ION 23' CONC 15' CONC BST B ST BST BST BST BST C ON C ME DIAN B AR R IE R GR AS S 23' CONC MON MON MON EIP M O N MON 5 0' C P & L E A S E ME N T 5 0' C P & L E A S E M E N T EXISTING R/ W EX ISTING R/W EXISTING R/W N 31°09'35" W 290.92' N 31°08'20" W 252.74' N 45°17'34" W 224.16'N 8 5 °0 5 '2 0 " W 18 7 . 3 3 ' EXISTING R/W EXISTING R/W S 8 3 ° 13' 0 9 " W 15 9 . 17' N 16°28'09" W 835.93' WJQ WJS WJL WJX WJT WJU WJR PAM SHC SHC SHH SH M SHC SHC SHC SHC WJJ (2) WJJ (1) E X I S T I N G 3 0' P U B L I C R O A D B M 1 9 4 2 P G 1 1 9 EXISTING 30' PUBLIC ROAD BM 1998 PG 499 BETTY P WALL & DEBRA W POOLE DB 12300 PG 474 BM 2003 PG 506 CHAD & JESSICA WALL DB 14252 PG 663 BM 2006 PG 2577 VICKIE WALL WILL 09-E-1949 DB 6746 PG 776 BM 1993 PG 987 BM 2006 PG 2577 NC DEPARTMENT OF TRANSPORATION DB 9494 PG 2491 NCDOT PROJECT 8.1402205 (R-2547BB) PG 377 BM 1973 NC DEPARTMENT OF TRANSPORATION DB 9494 PG 2491 NCDOT PROJECT 8.1402205 (R-2547BB) CHAD WALL DB 14731 PG 873 BM 2006 PG 2577 AMY H GROSS, TRUSTEE DB 16963 PG 1990 BM 2003 PG 506 JOYCE C LILES WILL BK 13-E PG 2017 DB 1665 PG 183 DB 3021 PG 245 BM 1942 PG 119 220 220 2 2 0 220 2 2 0 220 220 220 220 220 220 220 220 220220 220 2 2 0 220 220 220 220 220 220 220 220 22 0 220 220 220 220 220 2 20 220 220 2 20 230 230 230 230 230 230 230 230 230 230 230 230 230 230230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 2 3 0 230 230 230 230 230 230 230 230 2 30 230 230 2 3 0 230 230 230 230 240 240 240 240 240 240 240 240 240 240 240 240 2 4 0 2 4 0 240 2 40 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 2 4 0 2 4 0 2 4 0 240 240 240 240 240 240 240 24 0 2 4 0 2 40 2 4 0 240 240 240 2 40 2 40 240 24 0 2 4 0 2 4 0 24 0 240 2 4 0 2 40 2 40 2 4 0 2 4 0 240 240 240240 240 24 0 2 40 2 4 0 2 4 0 24 0 240 2 4 0 240 2 4 0 2 4 0 240 240 2 4 0 240 240 240 2 4024 0 24 0 250 250 250 2 5 0 2 5 0 250 250 2 5 0 2 5 0 2 5 0 250 2 50 2 50 2 5 0 250 250 25 0 250 2 5 0 250 250 250 250 250 250 250 250 250 250 25 0 250 250 250 250 250 250 2 5 0 250 2 5 0 2 50 250 250 250 250 250 250 250 250 250 2 50 250 250 250 250 2 5 0 2 50 2 5 0 2 5 0 25 0 250 250 250 250 250 250 250 2 5 0 250 250 250 250 250 250 250 250 250 250 250 250 2 5 0 250 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260260 260 2 60 260 260 260260 260 26 0 260 260 260 260 260 260 260 2 6 0 260 260 260 260 260 2 6 0 2 6 0 2 6 0 260 260 260260260 260 260 260 260 260 260 260 260 2 60 26 0 260 260 26 0 260 260 260 2 60 2 6 0 260 260 260 26 0 260 2 6 0 260 2 60 2 6 0 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270270270 270 270 270 270 270 270 270 2 7 0 27 0 270 270 270 270 270 270 2 7 0 270 270 270 270 270 270 270 270 27 0 270 270 270 270 270 270 270 270 270270 270 270 270 2 70 270 270 270 270 270 270 270 270 270 270 270 270 2 7 0270 270 270 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 2 80 280 28 0 280 280 280 280 280 280 2 8 0 280 280 280 280 280 280 280 280 29 0 290 290 290 290 290 290 290 290290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 300 3 00 300 300 300 300 300 300 300 300 300 300 300 300 300 WS E = 2 5 8 .2 ' P OND WS E = 2 5 8 .2 ' P OND 1470+00 1480+00 1485+00 1490+00 40+00 45+ 00 50+00 5 5 + 0 0 6 0 + 0 0 6 5 + 0 0 -Y31-PT Sta. 59+88.03 35+00 40+00 45+00 20+0020+00 - Y3 1- - Y3 1- 55+00 60+00 1475+00 1485+00 1490+00 15+00 2 0 + 0 0 25+00 1 5 + 0 0 20+00 2 5 + 0 0 20+00 25+00 55+00 60+00 35+00 B- 7 7 TYP E G R E U TL - 3 0 4 0 3 0 2 0 1 0 0 0 1 0 2 0 3 0 4 0 5 06 07 08 08 07 06 05 04 03 02 0 6 05 08 08 07 06 05 04 03 02 02 07 B-77 TYPE CAT-1 B-77 TYPE B-77 TYPE B-77 TYPE B-77 TYPE B-77 TYPE B-77 TYPE CAT-1 GREU TL-3 B-77 TYPE GREU TL-3 TYPE B-77 GREU TL-3 B-77 TYPE B -77 TYPE B-77 TYPE GREU TL-3 CAT-1 GREU TL-3 GREU TL-3 GREU TL-3 TYPE B- 7 7 TYPE B- 7 7 B- 7 7 TYPE B- 7 7 TYPE TYPE B-77IA-MASH TL-3 IA-MASH TL-3 TYPE B-77 G RE U T L-3 0 4 0 3 0 2 05 06 08 07 06 0 0 0 1 0 2 0 3 04 05 0 6 06 B-77 TYPE B-77 TYPE B-77 TYPE CAT-1 TL- 3 G REU TL- 3 G REU 0 4 B- 7 7 TYP E B-77 T YPE TL-3 G RE U 06 B-77 TYPE 0 4 0 8 08 TYPE B-77 02 01 06 B- 7 7 TYP E B- 7 7 TYP E TL-3 G REU TYPE B-77 TYPE B-77 B-77TYPE 0605040302 0100 0102 B-77TYPE B-77TYPE 01 01 CAT-1 06 05 04 03 02 00 GREU TL-3 GREU TL- 3 0708 (E X.)019 E XI S T G REU TL-3 07 0 40 50 6 0 4 0 50 6 0 5 GUIDERAIL AUPROP. CABLE GUIDERAIL AUPROP. CABLE GUIDERAIL AUPROP. CABLE G R E U TL - 3 02 B- 7 7 TYPE B- 7 7 TYP E B- 7 7 TYPE 2113 3125 2208 3124 2301 2205 2204 F F F F F F F F F F F F F C F F F F C C F F F F F F C C F CC F F F F F F F F F F F F F F F C F F F C F F C F F F F F F F F F F C C C C F F F C F F C F F C C C C F C C C F F F F C C F F F C C F F F C C C F -LB-PCC Sta. 1473+89.56 -Y31LPB-SC Sta. 14+00.00 -Y31LPB-CS Sta. 21+90.88 -Y31LPD-SRS Sta. 14+42.70 -Y31LPD-SC Sta. 16+42.70 -Y31LPD-CS Sta. 25+15.43 -Y31RPBD-PT Sta. 36+96.97 -Y31RPBD-PC Sta. 39+48.32 -Y31RPC-SC Sta. 16+28.57 -Y31RPC-PCC Sta. 21+08.60 OFF=58.13' LT -Y31-POT Sta. 62+60.27 -Y31LPD-ST Sta. 27+15.43= -Y31FLYDB-ST Sta. 37+77.44 -Y31FLYDB-CS Sta. 36+27.44 -Y31FLYDB-SC Sta. 48+44.28 -Y31FLYDB-TS Sta. 46+94.28 - Y31 RP C- -Y31RPC- - Y31FLYDB- -LB- -LB- - Y3 1 R P B D- -Y31RPBD--Y31LPD- -Y31LPB- -Y31RPB- -Y31RPD- -Y31LPB- -Y31LPD- -Y31-POC Sta. 61+06.79 -Y31LPD-POC Sta. 12+34.86= -Y31RPD-ST Sta. 62+94.85 -Y31RPD-CS Sta. 61+44.85 -Y31LPD-CS Sta. 12+02.70 OFF=70.22' RT -Y31-POC Sta. 58+40.29 -Y31LPB-ST Sta. 25+90.88= -Y31RPD- OFF=77.50' LT -LB-POC Sta. 1474+74.74 -Y31LPB-ST Sta. 10+00.00= OFF=65.50' RT -LB-POC Sta. 1474+52.57 -Y31LPD-PC Sta. 10+00.00= -Y31FLYDB-POT Sta. 45+57.92 -LB-POC Sta. 1469+26.98= -Y31-POC Sta. 60+41.16 -LB-POC Sta. 1476+80.61= -Y31RPBD-POC Sta. 43+05.64 -LB-POC Sta. 1483+11.51 B- 7 7 TYP E 18' 18' 300' MEDIAN SHIFT + 6 5 . 0 0 T H H HH H H H HHH H H HH HH HH HH HH HH 72 FO 7 2 F O 72 FO 72 FO 12 FO 12 F O 12 FO 72 FO 4 8 F O 4 8 F O 4 8 F O 72 FO 48 F O 4 8 F O 4 8 F O EOI EOI E O I EOI E OI 12 FO E X I S T I N G O V E R H E A D P O W E R L I N E S E X IS T I N G O V E R H E A D P O W E R L I N E S 21 R-2829B ELB ELB ELB ELB SEE DETAIL E LAT. 5' BASE DITCH SEE DETAIL C LAT. 2' BASE DITCH SEE DETAIL W TOE PROTECTION SEE DETAIL Q STD. 5' BASE DITCH SEE DETAIL K STD. 2' BASE DITCH SEE DETAIL A LAT. 2' BASE DITCH SEE DETAIL Q STD. 5' BASE DITCH CL B RIP RAP CL I RIP RAP CL B RIP RAP CL B RIP RAP CL B RIP RAP CL B RIP RAP CL B RIP RAP CL I RIP RAP CL I RIP RAP CL B RIP RAP CL B RIP RAP SEE DETAIL W TOE PROTECTION SEE DETAIL AG LAT. 3' BASE DITCH SEE DETAIL AG LAT. 3' BASE DITCH SEE DETAIL A LAT. 2' BASE DITCH CL B RIP RAP CL B RIP RAP CL B RIP RAP CL I RIP RAP SEE DETAIL E LAT. 5' BASE DITCH SEE DETAIL W TOE PROTECTION SEE DETAIL A DITCH LAT. 2' BASE DI C B CB CB C O NC C O NC HW C O NC H W CO NC HW CONC CONC CO NC HW CONC HW CONC C O N C C O N C HW CONC HW CONC HW CONC CONC CONC CONC DI C O NC C O NC C B CB S S 3 6 " C MP 12" HDPE 60" RCP 15" H DPE HW/ WW C O NC 15" CMP DI 12" RCP 3 6 " R C P 15" RCP 30" RCP 30" RCP 48" RC P HWCONC 24" CMP 15 " C MP 15" CMP 24" RCP 2 4 " R C P 15 " R C P 15" RCP 15" RCP RCP 15" 15 " RC P 15 " C M P 36" CMP 36" RCP 36" RCP 36" RCP 36" RCP 36" RCP36" RCP HW/ WW C O NC 15" CMP SPREADERLEVEL 15" CMP CONC CONC BRIDGE DECK CONC BRIDGE DECK C O N C B RID GE DE C K DI D I D I C B CB DI CB DI DI DI DI D I 18" RCP D I D I DI C O NC C O NC HW C O NC H W CO NC HW CONC CONC CO NC HW CONC HW CONC C O N C C O N C HW CONC HW CONC HW CONC CONC CONC CONC DI C O NC C O NC D I C B CB D I 18" RCP S S 3 6 " C MP INV=215.98' INV=216.18' UNK END12" HDPE T OP =2 5 6 .4 7 ' 60" RCP IN V= 2 3 1.2 5 ' INV =2 2 7 . 5 3 ' INV =2 3 2 .8 9 ' INV= 2 3 4 .7 7 ' 15" H DPE HW/ WW C O NC DI T OP = 2 5 3 .8 5 'INV = 2 5 1. 18 ' DI IN V= 2 3 6 .11' INV = 2 3 7 .9 0 ' INV = 2 3 7 .9 0 ' 15" CMP INV = 2 4 3 .5 9 ' DIINV=251.42'TOP=256.55'INV=251.41' INV=244.37' 12" RCP T OP=257.00'IN V=254.38' IN V=252.58' IN V=254.40' INV=300.12'T OP =303.05' INV=261.37' INV=261.40'INV=261.39'INV=261.29' 3 6 " R C P 15" RCP 30" RCP TOP=272.25' INV=270.70' TOP=273.20' TOP=270.55' INV=262.19'INV=262.17' 30" RCP 18" R CP 48" RC P INV=266.91' HWCONC INV=265.65' INV=267.85' 24" CMP IN V = 2 4 9 . 14 ' INV =2 4 8 . 7 3 ' TOP=290.00'BOTTO M OF BOX=287.01' IN V= 2 2 4 . 7 4 ' T O P = 2 2 7 . 4 7 ' WE IR INV = 2 2 4 . 7 4 ' IN V = 2 2 3 . 0 9 ' 15 " C MP T O P = 2 4 9 . 19 ' IN V = 2 4 6 . 4 9 ' IN V = 2 2 6 . 4 5 ' INV =2 2 9 . 18 ' 15" CMPTOP=257.47'IN V = 2 5 5.0 4' INV =2 4 3 . 6 3 ' T O P =2 6 9 . 2 5 ' INV = 2 6 5 . 8 3 ' 24" RCP 2 4 " R C P 15 " R C P 15" RCP 15" RCP RCP 15" IN V= 2 3 6 . 4 5 ' INV =2 4 1. 2 6 ' I N V = 2 4 1.2 1' TOP=248.54' I N V = 2 4 1. 7 2' I N V = 2 4 1. 7 0' I N V = 2 4 1. 7 6' T O P = 2 4 8.4 1' T O P = 2 4 7 . 5 1' INV = 2 4 2 . 6 0 ' IN V = 2 4 2 . 6 2 ' T O P = 2 4 8 . 3 9 ' INV = 2 4 2 . 9 4 ' INV = 2 4 2 . 9 4 ' IN V= 2 4 3 . 0 8 ' T O P =2 4 6 . 5 7 ' T O P = 2 4 6 . 9 9 ' IN V = 2 4 4 . 0 9 ' 15 " RC P 15 " C M P IN V= 2 4 6 . 6 9 ' IN V= 2 6 8 . 0 1' IN V = 2 6 7 . 7 5 ' T O P = 2 7 2 . 0 3 ' T O P = 2 7 3 . 13 ' IN V= 2 6 8 . 9 8 ' 36" CMP 36" RCP 36" RCP 36" RCP INV = 2 3 1. 9 7 ' T OP = 2 3 7 . 3 1' INV = 2 3 2 . 4 3 ' INV = 2 3 2 . 4 2 ' T O P = 2 4 0 . 0 1' IN V =2 3 3 . 8 0 ' INV =2 3 3 . 6 9 ' T O P = 2 3 8 . 9 3 ' IN V= 2 3 4 . 14 ' IN V =2 3 4 . 0 2 ' IN V= 2 4 0 . 2 1' 36" RCP 36" RCP36" RCP IN V = 2 2 7 . 9 6 ' IN V = 2 2 8 . 2 9 'HW/ WW C O NC INV = 2 3 1. 5 2 ' IN V= 2 3 1. 4 3 ' T O P = 2 3 8 . 4 6 ' IN V = 2 2 9 . 4 5 ' IN V = 2 2 9 . 4 1' INV = 2 2 9 . 8 9 ' 18 " R CP INV=219.13' INV = 2 2 3 . 6 4 ' INV =2 3 3 .14 ' 15" CMP INV=263.71' SPREADERLEVEL DI SEA T =295.03' SEAT=297.84' S E AT=29 4.3 1'S E AT =29 6.2 0' S E A T = 2 7 1.7 7' S E A T =276.53' S E A T =2 6 5 . 15 ' S E A T = 2 6 7 . 9 2 ' S E A T = 2 6 2 . 0 4 ' S EA T =2 6 4 . 9 3 ' 15" CMP DI TO P=3 03.94' INV=300.6 7' INV=26 9.29' CONC CONC BRIDGE DECK CONC BRIDGE DECK C O N C B RID GE DE C K (BURIED 1.0') 1@7'x8' REMOVE RETAIN RETAIN SYSTEM REMOVE REMOVE DI RETAIN RETAIN RETA IN RETAIN RETAIN RETAIN RETAIN REMOVE REMOVE CB RETAIN RETAIN RETAIN RETAIN RETAIN RETAIN RETAIN RETAIN RETAIN RETAIN RETAIN REMOVE DI REMOVE RETAIN DI RETAIN DI RETAIN DI RETAIN 2GI 1 5 " RC P - I I I REMOVE HW JB w/MH JB w/MH HW HW 2@36" RCP-III CB CB 24" RCP-III15" RCP-III 30" RCP-III CB CB HW 48" RCP-V 2GI 18" 18" RCP-IV 2GI 2GI 15" RCP-III 30" RCP-III SP. DET. JB w/MH SP. DET. 2GI 36" RCP-V36" RCP-V 36" RCP-III 36" RCP-III 36" RCP-CD36" RCP-CD 54" RCP-III 2GI 2GI 2GI 2GI 4OTCB 30" RCP-V 2GI 2GI COLLAR 2GI 15" RCP-III 18" R CP-III 15" RCP-III 15" RCP-III 18" RCP-III 2GI JB w/MH 18" 18" RCP-III 15" RCP-III 2GIFS 18" RCP-III 2GI 15" RCP-III 15" RC P-III COLLAR 36" RCP-III R E M O V E JB w/MH 1 8 " R C P - I I I REM O VE SP. DET. OTCB JB w/MH 60" RCP-III 60" RCP-III 2GI 2GI 15" RCP-III 15" REM O VE REMOVE CB REMOVE CB RETAIN RETAI N REMOVE CB CB CB CB CB 15" RCP-III 15" RCP-III CB CB 18" RCP-III HW 48" RCP-III RET AIN 2GI RE MO VE REMOVE HW DRAIN POND RETAIN EXISTING BASIN CB 15" RCP-III 15" RCP-III 15" RCP-III 2GI 2GI 15" RCP-III 15 " RC P- III 2GI REMOVE DI REM O VE COLLAR 60" RCP-III JB w/MH JB w/MH JB w/MH 3 6 " RC P- I V 3 6 " RC P - IV REMOVE 40' 36" RCP TBJB w/MH TBJB w/MH 18" 2 ELBO WS 15" RCP-III 2 ELBOWS18" TB 2GI 2 ELBO W S 15 " 2 ELBOWS 18" 2 E L B O W S 15" 2 ELBOWS15" RETAIN CB 15 " 2GI2GI 2GI 15" RCP-III 15" RC P-III DROP STRUCTURE JB w/MH DROP STRUCTURE JB w/MH DROP STRUCTURE JB w/MH DROP STRUCTURE JB w/MH CB 1 5 " R C P-III 15" RCP-III 8'4' PROP. CABLE GUIDERAIL 4' PROP. CABLE GUIDERAIL T YP.25'12' PS 8:114' PS 12' PS 2 4 ' 12' P S 48 ' 3 6' 12' P S 4' P S PROP. GUARDRAIL & MSE PROP. SFCB & MSE PROP. SFCB & MSE PROP . SFCB & MSE PROP. SFCB PROP. SBG PROP. GUARDRAIL PROP. GUARDRAIL PROP. GUARDRAIL PROP . GUARDRA IL PROP. SBG 12' P S GU AR D R AIL P R OP. 8:1 14' PS 11.67' PS 12' PS 9.67' PS SBG PROP. 8:1 12' PS 14' PS 14' PS 12' PS 12' PS PROP. GUARDRAIL 12' PS TYP. 25' 12' PS G&C "6-'2 .PO R P 4' P S 14' PS 4' PS T YP. 2 5' PROP. GUARDRAIL 1 2' P S PROP. GUARDRAIL 6' PS 8:1 PROP. SFCB PROP. SFCB 12' PS 12' PS12' PS 12' PS 12' PS PROP. SFCB14' PS PROP. SFCB14' PS 8:1 12' PS 12' PS 12' PS 12' PS 3 6' TYP. 60' PROP. GUARDRAIL PROP. GUARDRAIL 2 7' 2 4 'TYP.25'12' P S G & C " 6 -'2 .P O R P TYP.25' GUAR D R AI L P R OP . P R OP . G U A R D R AI L -Y31FLYDB- STA. 36+83 +/- END APPROACH SLAB -Y31FLYDB- STA. 36+59 +/- END BRIDGE 8:1 PROP. SFCB 12' PS 12' PS 4' PS +21.65 -Y31FLYDB- END SBG 9.67' PS 9.67' PS 9.67' PS 9.67' PS PR OP. G U AR DR AIL PR OP. SB G PR OP. G U AR DR AIL PR OP. SB G 8:1 8:1 4' PS 12' PS T YP.25' 24' 14 ' P S 4' PS 4' PS 4' PS 4' PS 12' PS PROP. GUARDRAIL 11.67' PS 11.67' PS 24' 16'TYP.25' 14 ' P S 12' PS G&C "6-'2 .PORP PROP. GUARDRAIL PROP. SBG 9.67' PS 18' PSPROP. SFCB 1 6' PROP. NOISE WALL 16'11.67' PS +17.98 -Y31RPB- BEGIN SBG PROP. SBGPROP. GUARDRAIL 11.67' PS 9.67' PS PROP. W W FENCE 6' PS -LB- +04.04 BEGIN SBG + 6 5 . 19 -LB- +11.25 BEGIN SBG +37.50 -Y31FLYDB- BEGIN SBG +46.34 -Y31FLYDB- END SBG +86.02 -Y31FLYDB- BEGIN SBG +37.36 -Y31RPB- BEGIN SBG 15'15'5 9 ' ME D 400' MEDIAN TAPER + 15.61ME D 70' 30' T O 27'100' T APE R +12.09 30' 2 7 ' G&C "6-'2 .PORP 24' TO 27' 100' TAPER + 0 0 .0 0 -Y31RPB- +67.96 END SBG & NW#92 TOWER DO NOT DISTURB 8:1 14' PS 12' 240' TAPERPROP. SBG720' TAPER 720' T APE R +83 .2 4 18 .7 3 ' 72 ' ME D 5 6 . 5 ' TYP.25' 16' -Y31LPB- STA. 13+14.88 END ASPHALT, BEGIN CONCRETE +00.00 -Y31RPD- BEGIN SBG +00.00 -Y31RPD- END SBG +86.51 G &C "6 -'2 .PO R P '03 OT '72 REPAT '001 +58.63 EX. GUARDRAIL REMOVE EX. GUIDERAIL REMOVE EX. GUIDERAIL REMOVE GUIDERAIL TIE TO EX. GUIDERAIL REMOVE EX. EX. GUARDRAIL REMOVE EX. GUARDRAIL REMOVE EX. C&G REMOVE EX. GUARDRAIL REMOVE EX. C&G REMOVE PAVEMENT EX. ASPHALT REMOVE PAVEMENT EX. CONCRETE REMOVE PAVEMENT EX. CONCRETE REMOVE PAVEMENT EX. ASPHALT REMOVE 60 ' 72 ' 42' + 6 5 . 0 0 14' PS 12' PS 11.67' P S P R OP. S B G P R OP. GUAR DR AI L PR OP. SB G PR OP. G U AR DR AIL 11.67' PS 4' PS 16' 16' +03.53 -Y31RPC- BEGIN SBG TYP. 4 0'+ 41.16 8:1 E XI S T E XIS T EX. GUARDRAIL REMOVE 8:1 11.67' PS 11.67' PS 24' 16' 8 3 .3 3 ' ME D 6 0 .6 ' ( E XI S T.) 3 6 " 15' PS PROP. SFCB TO 51.34'VAR. 48.33' EX. GUARDRAIL REMOVE GUIDERAIL TIE TO EX. EX. GUIDERAIL REMOVE GUARDRAIL EX. REMOVE GUARDRAIL TIE TO EX. 8:1 14' P S 14 ' P S P R OP . GUAR D R AIL 8 :1 -LB- STA. 1468+36 +/- BEGIN APPROACH SLAB -LB- STA. 1468+57 +/- BEGIN BRIDGE -LB- +57.99 END SBG -LB- STA. 1470+13 +/- END APPROACH SLAB -LB- STA. 1469+91 +/- END BRIDGE -LB- +25.43 END SBG -LB- STA. 1475+35.60 LT END ASPHALT -LB- STA. 1475+52 +/- BEGIN BRIDGE WIDEN -LB- +26.41 END SBG -LB- STA. 1478+04 +/- END BRIDGE WIDEN -LB- STA. 1478+32.33 LT BEGIN CONCRETE WIDENING -LB- STA. 1490+65.19 LT END CONSTRUCTION -LB- STA. 1478+42 +/- END APPROACH SLAB -LB- STA. 1478+18 +/- END BRIDGE -LB- STA. 1475+40 +/- BEGIN BRIDGE ME D 5 6 . 5 ' M E D 6 0 . 2' 12' 4 8' E XI S T. 12' 300' MEDIAN TAPER 4 8 ' E X IS T . 2 4 ' 300' LANE TAPER 200' LANE TAPER -LB- +81.33 BEGIN SBG -LB- +22.46 END SBG -LB- STA. 1475+15 +/- BEGIN APPROACH SLAB 24' 27' GUAR D R AI L P R OP . 12 ' P S 8 : 1 14 ' P S P R OP . GUAR D R A IL 14 ' P S 14 ' P S 2 7 ' T O 2 4 ' 10 0 ' T AP E R +90.88 EXIST12' N AD 8 3 S H EET 2 1 6 3 + 5 5 . 0 0 S E E - Y3 1RP D - S TA . M A TC H LIN E STA. 14 9 3 + 0 0 .0 0 SEE SH EET 2 1 MATC H LIN E - L- S E E S H EET 2 3 S TA . 6 6 + 5 0 . 0 0 - Y3 1R P B D - M A TC H LIN E S EE S H EET 2 3 S TA . 15 0 5 + 0 0 .0 0 M A TC H LIN E - L- ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 5 : 14 P M S GR 1SFD GR GR BST 12' BST 12' BST EOT EOT 12' BST I-540 ON-RAMP 36' CONC G SSMTL MT L MT L MT L EOT W 10' GR 35' CONC CABLE I-540 EB/NORTHERN WAKE EXPY 35' CONC I-540 WB/NORTHERN WAKE EXPY 27' CONC BST BST BST BST BS T BST S R 2 5 15 OLD F AIS ON RD 3 1' BST S R 2 5 15 OLD F AISON RD 32' BST S HOULDER BERM GUT T ER S HOULDER BERM GUT T ER S HOULDER B ERM GUT TER S HO ULDE R BERM GUTT ER GRASS 15' CONC BST S 1SFD S MTL MTL MON MON MON M ON M ON MON EIP EIP EIP EIP EIP EIP AXLE 10' DRAINAGE EASEMENT SEE SURVEYOR'S REPORT SERVICE ROAD NOT BUILT ON NCDOT PLANS R-2547BB, PROJECT #8.1402205. RIGHT OF WAY FOR PROPOSED SERVICE RD AS SHOWN EXIST ING R/ W EXISTING R/W EXIST ING R/ W EXISTING R/W N 25°36'20" W 168.26' S 6 1°5 5 ' 4 9 " W 15 1. 15 ' EXISTING R/W S 6 1°5 5 ' 4 5 " W 16 0 . 6 6 ' S 6 1°5 5 ' 4 9 " W 15 6 . 8 3 ' EXISTING R/W N 25°36'17" W 125.62' N 25°36'20" W 130.12' N 7 4°13 '4 6 " E 10 4.34' EXISTING R/W EXISTING R/W S 6 4 °2 3 '4 0 " W 2 0 0 .0 2 ' EXIS TING R/ W EXISTING R/W EXISTING R/W EXISTING R/W S 6 2 °2 7 ' 0 7 " W 18 0 .12 ' WJV NC DEPARTMENT OF TRANSPORTATION DB 8919 PG 2307 DB 13547 PG 76 DB 2292 PG 325 DB 11320 PG 2263 BM 1974 PG 312 BM 1974 PG 312 ELIZABETH M MATTHEWS SAMMY L & AMY H GROSS, TRUSTEE DB 16963 PG 1990 BM 2003 PG 506 BETTY P WALL & DEBRA W POOLE DB 12300 PG 478 DB 2150 PG 625 BM 1974 PG 312 CHAD WALL DB 14731 PG 873 BM 2006 PG 2577 LINDA R PARKER, SR CHARLES C & BETTY P WALL & DEBRA W POOLE DB 12300 PG 474 BM 2003 PG 506 KATHLEEN K COX DB 3443 PG 198 BM 1974 PG 312 AQUA NORTH CAROLINA INC DB 13282 PG 1026 BM 1974 PG 312 CUNNINGHAM THEODORE A DB 147 3 1 P G 8 73 B M 20 0 6 P G 25 7 7 260 260260 260260 270 270 2 7 0 270 270 270 270 270 270270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 2 7 0 270 280280280280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 290290290290 290 290 290 290 290 2 9 0 290 290 2 90 290 290 290 290 290 290 290 290 290 290 2 9 0 2 90 290 290 290 290290 290 290 290 290 300 300 300 300 30 0 300 300 30 0 300 300 300 300 300 300 N AD 8 3 S H EET 2 1 6 3 + 5 5 . 0 0 S E E - Y3 1RP D - S TA . M A TC H LIN E S E E S H EET 2 3 S TA . 6 6 + 5 0 . 0 0 - Y3 1R P B D - M A TC H LIN E ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 STA. 14 9 3 + 0 0 .0 0 SEE SH EET 2 1 MATC H LIN E - LB- S EE S H EET 2 3 S TA . 15 0 5 + 0 0 .0 0 M A TC H LIN E - LB- 1500+00 1505+00 55+00 60+00 65+00 65+00 14 9 5+ 0 0 1500+00 CAT-1 GREU TL-3 TL-3 GREU 04 TL-3 GREU (E X .) 0 19 E XIST E XIS T E X IS T GU IDERA IL AU PROP. CABLE CAT-1 3124 2302 2303 2304 2305 2306 2307 2308 2309 2310 C C C F F CC C C F F C C C F F F F F 16 " DIP 16 " DIP -Y31RPBD-CS Sta. 55+66.42 -Y31RPBD-ST Sta. 57+16.42 -Y31RPBD-POT Sta. 57+07.00 OFF=24' RT -Y31RPD-POT Sta. 66+62.47= -Y31RPD- -Y31RPBD- -Y31RPBD- -LB - B-77 TYPE H H MTR S 72 FO 72 FO 72 FO 6 FO EOI EOI 3 6 0 F O 3 6 0 F O E O I E O I EOI EOI EOI 22 R-2829B 22 HW CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC HW 6" DIP 3 0 " RCP 15" CMP S 15 " RCP 15" RCP 12 " H D P E 15" RCP 2 4" RCP 2 4 " RCP 3 0" RCP 24" C M P 2 4 " RC P 15 " R CP 2 4 " RCP 2 4 " R CP 15" RCP 15" RCP 15 " RC P CONC B RIDGE DE CK D I D I DI DI DI DI DI DI DI DI DI HW CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC HW UNK END 6" DIP UNK END 3 0 " RCP 15" CMP S 18" RCP 18" RCP 18 " RC P INV=263.39' TOP=265.75' INV =262.71' INV= 262.62' INV=262.68' T O P=269.16' INV =265.73' INV =265.84' TOP =269.10' INV=273.70' TOP=276.20' INV=2 9 2.9 9' DI INV=2 9 7 .6 5' T OP =30 1.0 5' 15 " RCP 15" RCP DI DI INV=2 9 8 .3 4 ' INV=2 9 8 .4 5 ' INV=2 9 8 .5 2 ' T OP =3 0 1.4 1' T OP =3 0 1.4 0 ' 12 " H D P E INV=286.49' INV=293.07' 15" RCP 2 4" RCP 2 4 " RCP INV=264.43' TOP=267.12' INV=260.63' TOP=264.12' INV=260.36' INV=260.42' TOP=265.47' INV=260.29' INV=260.29' INV=260.23' INV=260.29'INV=260.03' INV=259.80'3 0" RCP 24" C M P INV=260.02' INV=282.55' 2 4 " RC P TOP=266.96'15 " R CP INV=260.11' INV=260.11' INV=259.65'TOP=264.79' INV=259.66' 2 4 " RCP 2 4 " R CP INV=259.28' TOP=263.76' INV=259.36' INV=258.00'INV=257.95' INV=257.87' TOP=262.32' TOP=267.97' 15" RCP 15" RCP 15 " RC P INV=297 .79 ' DI DI DI INV=2 9 7 .8 5 ' INV=2 9 8 .0 8' INV=2 9 7 .2 7 ' T OP =30 0 .46 ' TOP =3 0 1.30 ' T OP =3 0 1.5 4 ' D I S EAT =2 9 4 .3 6 ' S EAT=2 94.29' S EAT=2 94.29' S EAT =29 4 .2 9 ' CONC B RIDGE DE CK RETAIN DI RETAIN DI RETAIN RETAIN RETAIN DI RETAIN DI RETAIN RETAIN SYSTEM RETAIN SYSTEM R E T AI N R E TA IN RETAI N RETA IN RETAIN RETAIN RETAIN RETAIN DI RETAIN DI RETAIN DI RETAIN DI RETAIN DI RETAIN RETAIN RETAIN RETAIN RETAIN DI RETAIN DI 2GI RETAIN SYSTEM RETAIN EXISTING BASIN FOR -L- PROFILE SEE SHT. 55 FOR -Y31RPD- PROFILE SEE SHT. 81 FOR -Y31RPBD- CURVE DATA SEE SHT. 3A-2 FOR -L- CURVE DATA SEE SHT. 3A-1 PROP . CABLE GU ID ERAIL 4' 4' PS 8:1 12' PS 14' PS 14' PS SFCB PROP. 8:1 12' PS PROP. GUARDRAIL 12' PS E XIS T 12' P S 12' PS 3 6' 4' PS 8:1 8:112' P S 14' P S 14' PS 12' PS PROP. GUARDRAIL PROP. GUARDRAIL PROP . GUARDRAIL PROP. GUARDRAIL 12' PS 12' PS TO EXIST.+ 3 5 .8 0 100' TAPER EX. GUIDERAIL REMOVE WALL NOISE PROP. E XIS T E X IS T E XIS T -LB- +78.90 BEGIN NW#97 -LB- STA. 1502+35.86 RT BEGIN DIAMOND GRINDING 12 ' FOR -Y31RPD- PROFILE SEE SHT. 81 FOR -Y31RPBD- CURVE DATA SEE SHT. 3A-2 FOR -LB- CURVE DATA SEE SHT. 3A-1 FOR -LB- PROFILE SEE SHT. 55 M A TC H LIN E - L- S TA . 15 18 + 0 0 . 0 0 S E E S H EET 2 4 N AD 8 3 S H E E T 2 2 6 6 + 5 0 . 0 0 S EE - Y3 1RP B D - S TA . M A TC H LIN E S H EET 2 2 S TA . 15 0 5 + 0 0 .0 0 S EE M A TC H LIN E - L- ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 5 : 2 2 P M S 12' BST 12' BST GR 2SFD 2SFD 2SFD 2SFD 2SFD 2SFD 2SFD 2SFD 2SFD 2SFD 2SFD 2SFD 2SFD 2SFD 2SFD S CABLE CABLE MTL 261.98 BKHD6100 BST BST BST BST GRASS CAN MTL S 1SFD MON MON MON EIP EIP EIP 3 0 ' D R A INA G E EA S E M E N T 10' DRAINAGE E AS E ME NT 10' DRAINAGE EASEMENT 100' P R O GRE S S E NE R GY EAS E ME NT EXISTING R/W EXISTING R/W S 6 3 °16 '5 5 " W 2 0 0 .0 0 ' S 4 1° 5 2' 1 9 " W 2 2 9. 7 6' S 15°12'17" W 247.71'N 6 9 °4 3 '2 4 " E 5 42.0 0 ' S 6 9°16 '4 3 " W 2 9 6 .70 ' EXISTING R/W N 69°36'31" W 72.48' N 69°36'31" W 65.45' EXISTING R/W N 69°36'31" W 66.79' N 69°36'31" W 66.91' N 31°06'46" W 70.92' N 31°06'46" W 47.00'N 31°06'46" W 47.00'N 31°06'46" W 47.46'N 31°06'46" W 47.46'N 31°06'46" W 47.46'N 31°06'46" W 47.47'N 31°06'46" W 60.10' S 5 8 °5 3 ' 14 " W 4 9 . 9 6 ' EXISTING R/W EXISTING R/W EXISTING R/W N 5 4 ° 3 5 ' 18 " E 112 . 3 6 ' N 7 2 °5 0 '0 0 " E 170 .38 ' SEE SURVEYOR'S REPORT SERVICE ROAD NOT BUILT ON NCDOT PLANS R-2547BB, PROJECT #8.1402205. RIGHT OF WAY FOR PROPOSED SERVICE RD AS SHOWN WJW WJV SHN WWG STREAM SAAJ CHURCHILL COMMUNITY ASSN INC DB 14759 PG 2694 BM 2012 PG 455-456 JOYNER MINGO CREEK LLC DB 16038 PG 1549 BM 2006 PG 2591-2594 MINGO CREEK COMMUNITY ASSOCIATION INC DB 16375 PG 125 BM 2007 PG 2906-2908 CDC DEVELOPMENT LLC DB 12416 PG 2118 BM 1974 PG 312 RANDI R BYRD DB 17387 PG 499 BM 1974 PG 312 DAVID E & MYRA S SNIDER DB 8330 PG 267 BM 1974 PG 312 KATHLEEN K COX DB 3443 PG 198 BM 1974 PG 312 BETTY P WALL & DEBRA W POOLE DB 12300 PG 474 BM 2003 PG 506 FRED SMITH COMPANY DB 8750 PG 654 DB 16263 PG 247 BM 2000 PG 2142 CHURCHILL COMMUNITY ASSN INC DB 14535 PG 274 BM 2011 PG 1130-1131 230 2 3 0 230 230 240 240 240 240 240 2 4 0 240 240 24 0 240250 250 2 5 0 2 5 0 250 2 5 0 250 25 0 250 250 250 250 250 250 2 5 0 250 250 2 5 0 250 250 250 250 250 250 250 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 2 60 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 2 6 0 260 260 260 260 260 2 6 0 260 260 260 260 27 0 270 270 270 270 270 270 270 270 270 270 2 7 0 2 7 0 270 270 270 27 0 270 2 7 0 270 270 270 270 270 270 270 270 270 280 2 80 280 280 280280 280 280 280 280 280 280 280 280 280 280 290 290 290 290 290 N AD 8 3 S H E E T 2 2 6 6 + 5 0 . 0 0 S EE - Y3 1RP B D - S TA . M A TC H LIN E ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 S H EET 2 2 S TA . 15 0 5 + 0 0 .0 0 S EE M ATC H LIN E - LB- M A TC H LIN E - LB - S TA . 15 18 + 0 0 . 0 0 S EE S H E E T 2 4 WSE=252.3' POND WSE=252.3' POND 1510+00 1515+00 70+00 1505+00 1510+00 1515+00 GREU TL-3 TYPE B-77 2308 2402 2401 2403 2404 2405 2406 2407 2408 2310 C C C C C C C C C C C C C C C -Y31RPBD- -LB- -LB-ST Sta. 1510+30.20 -LB-CS Sta. 1507+30.20 OFF=64.21' RT -LB-POT Sta. 1510+30.20 -Y31RPBD-POT Sta. 71+63.48= 72 FOHH72 FO EXIS T ING OVERHEAD P OWERLINES 23 R-2829B 23 CL II RIP RAP SEE DETAIL R STD. 5' BASE DITCH CL I RIP RAP CONC CONC CONC CONC CONC CONC CONC CONC CONC 2 4 " RCP 2 4 " RC P 2 4 " RC P 2 4 " C MP HW CONC 15 " R C P 15 " R CP 30 " RCP 3 0 " RCP HW CONC DI DI DI DI DI DI DI DI DI CONC CONC CONC CONC CONC CONC CONC CONC CONC INV=257.58' INV=259.28' INV=258.00' TOP=262.32' 2 4 " RCP 2 4 " RC P 2 4 " RC P 2 4 " C MP HW CONC INV=265.29' INV=258.64' INV=258.65' TOP=262.13' INV=257.48' INV=257.48' TOP=261.85' INV=256.16' TOP=259.49'INV=256.30' INV=254.67' 18" RCP 15 " R C P 15 " R CP INV=256.14' TOP=258.75' INV=255.82'INV=255.72' INV=255.74' TOP=259.95' INV=256.16' TOP=258.93' 18 " RC P 30 " RCP 3 0 " RCP HW CONC INV=251.61'INV=251.55' INV=248.40' TOP=256.19' INV=252.10'TOP=255.25' INV=240.62' INV=245.40' INV=245.62'INV=245.59' TOP=254.72' INV=250.23' RETAIN SYSTEM PLUG PLUG REMOVE HW RETAIN RETAIN RETAIN RETAIN RETAIN FLOWABLE FILL RETAIN DI RETAIN DI RETAIN DI PLUG PLUG PLUG PLUG PLUG PLUG FLOWABLE FILL FLOWABLE FILL FLOWABLE FILL REMOVE DI REMOVE DI REMOVE DI REMOVE HW 48" WELDED STEEL TRENCHLESS INSTALLATION JB w/MH 42" RCP-III 42" WELDED STEEL TRENCHLESS INSTALLATION COLLAR REMOVE DI 2GI 18" RCP-III REMOVE DI 2GI COLLAR HW 48" REMOVE 2GI 4 8 " RC P -III 48" WELDED STEEL TRENCHLESS INSTALLATION JB w/MH 30" HW 2GI-A 42" RCP-IIIJB w/MH FS 15" RCP-III 2GI-A RETAIN 2GI2GI 15" RCP-III 2GI 15" RCP-III 2GI-A 2GI-A 2GI-A FOR -L- CURVE DATA SEE SHT. 3A-1 PROP. SFCB3" MILLED PS PROP. SFCB PROP. NOISE WALL 3" MILLED PS PROP. SFCB PROP. NOISE WALL 12' PS PROP. GUARDRAIL 300' TAPER PROP. SFCB 18' PS 12' PS 3" MILLED PSPROP. SFCB PROP. NOISE WALL 8:1 PROP. NOISE WALL PROP. NOISE WALL + 3 8 .9 6 WALL NOISE PROP. 1377' ACCELERATION LANE EX. GUARDRAIL REMOVE EX. GUARDRAIL REMOVE 12 ' -LB- +22.42 BEGIN NW#97 -LB- +39.13 END NW#97 -LB- +79.28 BEGIN NW#98 2 4 ' FOR -LB- CURVE DATA SEE SHT. 3A-1 M A TC H LIN E - L- S TA . 1 5 18 + 0 0 . 0 0 S E E S H E E T 2 3 NAD 8 3 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 5 : 2 9 P M MTL EOT EOT EOT EOT 12' BST 12' BST 12' BST 12' BST 2SFD 2SFD 2SFD 2SFD 2SFD2SFD 2SFD 2SFD 2SFD2SFD2SFD 2SFD 2SFD 2SFD 2SFD 2SFD2SFD 2SFD 2SFD 2SFD 2SFD 2SFD KINGMON DR 22' BST 30" C&G 30" C&G 16' CONC 16' CONC16 ' CONC16 ' CONC 16 ' CONC 16 ' CONC 16 ' CONC 16 ' CONC 16 ' CONC 16' CONC 16 ' CONC 16' CONC16 ' CONC16' CON C 16 ' CONC 16 ' CONC 16 ' CONC 16 ' CONC 16 ' CONC 16 ' CONC 16' C ON C16' C O N C 48" CONC 48" CONC 48" CONC KINGMON DR 22' BST 30" C&G 30" C&G MTL MTL 12' BST 12' BST 12' BST 12' BST 2SFD 2SFD 2SFD 2SFD CABLE CABLE F E RD INAND DR 2 2 ' B S T 30" C&G 48" CONC CX65051 261.98 BKHD6100 R2829-18 R2829-19 I-540 WB/NORTHERN WAKE EXPY 35' CONC I-540 EB/NORTHERN WAKE EXPY 35' CONC SHOULDER BERM GUTTER SHOULDER BERM GUTTER GRASS MTL MTL MON MON MON MON EIP S 5 8 °5 3 ' 2 1" W 4 9 . 9 4 ' N 31°06'46" W 205.78' N 31°06'46" W 645.82' N 28°15'17" W 242.09' EXISTING R/W EXISTING R/W S 6 1°4 4 ' 4 3 " W 4 9 .9 3 ' N 28°15'17" W 428.36' N 6 1°4 4 ' 11" E 3 2 . 8 3 ' N 28°15'37" W 129.43' N 5 2 ° 4 9' 0 8 " E 3 3 . 8 7' N 5 2 ° 5 4' 3 3 " E 14 6 . 15' S 13°54'19" E 121.6 6' N 13°54'19" W 130.27' N 76 °0 5'14 1 E CL=2 0 .14 ' R=50 .0 0' EXISTING R/W EXISTING R/W EXISTING R/W N 38°38'32" W 140.81' WETLAND WAAI CHURCHILL COMMUNITY ASSN INC DB 14535 PG 274 BM 2011 PG 1130-1131 CHURCHILL COMMUNITY ASSN INC DB 14370 PG 2275 BM 2011 PG 529-530 CHURCHILL COMMUNITY ASSN INC DB 13991 PG 526 BM 2010 PG 628-629 FRED SMITH COMPANY DB 8750 PG 654 DB 16263 PG 247 BM 2000 PG 2142 200 200 200 200 2 0 0 200 200 200 200 200 2 0 0 200 200 210210 210210 210 210 210 2 1 0 210 210 210 210 210 210 210 210 210 210 210 210 210 210 210 2 10 2 10 210 2 10 210 220 220 220 220 220 220 2 2 0 220 220 220 220 220 2 20 2 2 0 220 220 220 2 2 0 2 2 0 220 220 220 230 230 230 2 3 0 230 230 230 230 230 230 230 230 230 230 23 0 230230 230 230230230 230 230 230 230 230 2 3 0 2 30 230 2 3 0 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240240 240 240 240 240 240 240 240 240240240240 240 240 2 40 240 240 240 240 2 4 0 24 0 24 0 250 250 250 2 50 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 2 5 0 250 260 260 260 260 260 260 260 260 270 1520+00 1525+00 1530+00 B-77TYPE 2406 2501 2408 2502 C C C C C C F C F C F C C F F C C C 8" PVC 8" PVC 8" PVC 6" DIP 8" DIP 8" DIP -LB- -LB-POT Sta. 1531+63.61 T T H HC C C C CC CC HH HH HH HH H H H HHH HH HH HH MTR T T T TT T T HH HHT MTRMTR MTR MTR MTR MTR TT MTRMTR MTR HH C MTR MTR MTR HH HH MTR HH 50 PR 50 PR 50 PR 50 PR 1 F O 1 FO 1 FO1 FO1 FO 1 FO 1 FO 5 0 P R 1 FO1 FO 1 FO 1 FO 1 FO 1 FO 1 FO 50 PR 25 PR25 PR 1 FO 1 FO 1 F O HH HHT HH 12 FO 12 FO 12 F O 72 FO 72 FO72 FO 72 FO 24 R-2829B SEE DETAIL A LAT. 2' BASE DITCH SEE DETAIL A LAT. 2' BASE DITCHCL B RIP RAP DI DI DIDI CB CB CB CB CB CB CB CB CB CONC CONC CONC H W C O NC H W C O NC CONCCONC DI DI S 2 4 " RC P 24" RCP 42 " RCP HW BLK 24" R C P 2 4 " RC P 15" RCP 15 " R C P 15" RCP 2 4" R C P FES 15 " RC P 2 4 " RC P 2 4 " CMP 15 " RC P 15 " R CP 15" RCP RCP 15" CONC BRIDGE DECK CONC BRIDGE DECK DI DI DIDI DI CB CB CB CB CB CB CB CB DI DI DI DI CB CONC CONC CONC H W C O NC H W C O NC CONCCONC DI DI S TOP=240.85' INV=237.25' 18 " R CP 2 4 " RC P INV=237.32' INV=237.16' TOP=242.67' INV=237.11' INV=237.09' INV=235.61' 24" RCP TOP=241.01' 42 " RCP INV=210.42' INV=219.97' HW BLK INV=227.43'24" R C P INV=227.69'INV=227.81' 2 4 " RC P INV= 2 3 3 .3 2 ' INV=233.72' INV=233.60'15" RCP 15 " R C P 15" RCP 18" RCP 18" RCP 2 4" R C P TOP=243.61' TOP=236.76' IN V= 2 3 2 .0 6 ' TOP=228.51' INV=223.88' TOP=226.04' INV=221.00' INV=220.64' INV=222.14' TOP=226.94' TOP=221.09' INV=214.91' INV=214.81' FES 15 " RC P 2 4 " RC P 2 4 " CMP INV=235.96' TOP=240.30' 18" RCP 15 " RC P 15 " R CP 15" RCP INV=234.13' INV=234.20'INV=234.06' TOP=238.71' INV=233.87' INV=233.27'TOP=240.35' INV=223.11' INV=235.91' TOP=238.93' INV=235.58' INV=235.52' TOP=239.07' INV=235.04' INV=235.15' TOP=237.93' INV=235.09' RCP 15" TOP=239.17' INV=235.61' INV=235.60' INV=236.02' TOP=239.21' T OP =2 4 3 . 8 4 ' CONC BRIDGE DECK CONC BRIDGE DECK RETAIN SYSTEM RETAIN SYSTEM REMOVE REMOVE DI COLLAR 2GI-A REMOVE HW COLLAR HW RETAIN RETAIN RETAIN RETAIN RETAIN RETAIN RETAIN RETAIN RETAIN DI RETAIN DI RETAIN DI RETAIN DI RETAIN RETAIN DI RETAIN DI 24" RCP-III 24" RCP-III 42" RCP-III REMOVE DI 2GI 24" RCP-III COLLAR 2GI REMOVE DI 2GI2GI 15" RCP-III 2GI 2GI 2GI 2GI 15" RCP-III 15" RCP-III 15" RCP-III 2GI 15" RCP-III PROP. SFCB PROP. NOISE WALL 3" MILLED PS PROP. SFCB PROP. NOISE WALL 18' PS PROP. SFCB PROP. NOISE WALL 3" MILLED PS GUARDRAILPROP. 14' PS PROP. SFCB 18' PS PROP. NOISE WALL -LB- STA. 1531+41.23 END TIP PROJECT R-2829B END CONSTRUCTION R-2829B 300' TAPER1377' ACCELERATION LANE EX. SBG REMOVE EX. GUARDRAIL REMOVE EX. GUARDRAIL REMOVE EX. SBG REMOVE EX. GUARDRAIL REMOVE 12 ' + 15 .9 6 -LB- +62.38 END NW#97 -LB- +53.03 END NW#98 -LB- STA. 1518+20.06 RT END DIAMOND GRINDING NAD 8 3 M A T C H L I N E - Y 2 7 - S T A. 2 8 + 0 0 . 0 0 MATCHLINE -Y27A- STA. 16+00.00 SEE SHEET 28 S E E S H E E T 5 License #: F-0299 Phone: 919-854-1282 Raleigh, North Carolina 27607 5420 Wade Park Blvd. Suite 350 Arcadis CE, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 5 : 3 6 P M EOT SR 2542 ROCK QUARRY RD 25' BST N 8 8 °5 9 '29" W 46 9 .12' EXISTING R/W EXISTING R/W EXISTING R/W 60 .0 0 ' 0 .2 0 ' EIP - R/ W EIP - R/ W 0 .2 1' EIP - R/ W 10 .3 9 ' S 38°34'06" W 146.25' S 8 3 °0 4'28" W 10 3 .0 7 ' 2 5 .8 6 ' S 86 °4 7 '0 1" W R = 5 3 5 . 0 0 4 0 2 . 0 9' C HD = N 6 1°0 0 ' 0 6 " E 25+00 15+00 20+00 1 5 + 0 0 15+00 WHG 360 360 360 360 360 360 3 6 0 360 360 3 7 0 370 370 370 370 370 370 370 370 370 37 0 370 3 7 0 370370 370 3 7 0 370 370 370 370 370 370 370 370 370 37 0 370 370 370 37 0 3 70 370 3 7 0 370 370 370 380 380 380 380380 380 380 380 380 380 380 3 8 0 380 380 380 380 380 380 38 0 380 380 380 380 390 390 390 390 390 390 390 390 390 390 390 39 0 390 390 390 3 9 0 390 400 400 AUBURN ASSOCIATES DB 4424 PG 265 DB 10839 PG 2259 DB 18659 PG 725 BM 2021 PG 1078 BM 1989 PG 7 EDGE OF AUBURN LLC OCS-HS LOT OPTION POOL 01, L.P. 06 04 05 06 06 02 0 2 02 03 00 00 01 03 0157 01 0 3 WCR T L-3 G R E U T L-3 G R E U 2702 28 26 F C F F F F C C F F C C C C F F C C F C FF C F F C F F C C C F F C F F F F F 16 ", DI 16 ", DI W -Y27 - - Y2 7 A - -Y27-PT Sta. 18+38.88 -Y27-PC Sta. 19+95.06 -Y27A-PC Sta. 11+23.06 -Y27A-POT Sta. 10+00.00 -Y27-POC Sta. 21+77.56= -Y27-POC Sta. 21+23.45= -Y27_GW-POT Sta. 10+00.00 -Y27_GW-PC Sta. 10+28.46 -Y27_GW-PT Sta. 10+67.89 -Y27_GW-PC Sta. 11+13.40 -Y27_GW-PT Sta. 13+13.89 -Y27_GW-PC Sta. 14+17.36 -Y27_GW-PT Sta. 15+17.13 -Y27_GW-PC Sta. 15+35.97 -Y27_GW-PT Sta. 16+44.30 -Y27_GW- -Y27_GW- R 50' 5" MONO. CONC.ISLAND R 50'5" MONO. CONC.ISLAND PROP. MUP PROP. MUP 216 FO 25 R-2829B BY OTHERS TIE TO SPECIAL LATERAL 'V' DITCH CB CB SEE DETAIL A LATERAL 2' BASE DITCH SEE DETAIL S SPEC. CUT V DITCH SEE DETAIL T SPEC. CUT BASE DITCH SEE DETAIL K STD. 2' BASE DITCH CLASS B RIP RAP CLASS B RIP RAP CLASS B RIP RAP 36" RCP-IV HW DI DI 15" RCP-III DI DI 15" RCP-IV 15 " RCP- IV 18" RCP-IV 18" RCP-IV 24" RCP-IV BY OTHERS SEE DETAIL O STD. 3' BASE DITCH SEE DETAIL C LAT. 2' BASE DITCH CB CB DI CB 1 8 " R C P - I V 18" RCP-IV 15" RCP-IV CB 15 " RCP- IV 15" RCP-IV 15 " RC P- IV 18 " RC P - I V 24" RCP-IV DI 15" RCP-IV FOR -Y27- PROFILE SEE SHT. 56 FOR -Y27A- PROFILE SEE SHT. 61 FOR -Y27- CURVE DATA SEE SHT. 3A-1 FOR -Y27A- CURVE DATA SEE SHT. 3A-1 FOR -Y27_GW- CURVE DATA SEE SHT.3A-1 FOR -Y27_GW- PROFILE SEE SHT.57 T YP . 2 5 ' +37.00 8:1 4 ' P S BEGIN CONSTRUCTION -Y27- STA. 17+80.00 PROP . 2'-6" C&G 4' PS 8:1 DEVELOPMENT TIE TO AUBURN SUBDIVISION 4 ' P S TYP. 35' 4' PS + 2 5 .0 0 600' TAPER LANE DROP PROP. 1'-6" C&G PROP. 1'-6" C&G ME D. 17 . 5' 2 4'12 ' 12 ' 12 ' 12 ' + 75 .00 240' TAPER 12 ' 12 'EXIS T . 12 ' 12 ' +50.00 3 0 0' M E DI A N T A P E R T A P E R 3 0 0' M E DI A N 4' PS PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE 12'12'12' PAVEMENT EX. ASPHALT REMOVE 100' TAPER 4" CONC. SIDEWALK + 3 9 . 7 9 437.5' MEDIAN TAPER M ATC H LIN E - Y2 7 - STA . 5 7 + 0 0 .0 0 SEE S H EET 2 7 NAD 83 S E E S H E E T 0 5 M A TC H LIN E - Y2 7 - S T A . 4 4 + 0 0 . 0 0 License #: F-0299 Phone: 919-854-1282 Raleigh, North Carolina 27607 5420 Wade Park Blvd. Suite 350 Arcadis CE, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 5 : 4 1 P M GR 8 ' S OIL CX53670 402.18 BKHD6100 S R 2 5 5 5 AUB UR N KNIGH T DALE R D 2 0 ' B S T SR 2 5 55 AUBURN KNIGHTDALE RD 20' BST SR 2542 ROCK QUARRY RD 25' BST EXISTING R/ W EXISTING R/ W EXISTING R/W E XIS T IN G R / W EX IS T ING R/ W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EIP -R/W 0.66' MO N - R / W 1.2 2 ' MO N - R / W 0 . 19 ' 55+00 50+0045+00 PCI 3 8 0 3 8 0 3 8 0 3 8 0 3 80 380 38 0 380 380 380 380 380 380 380 380 380 3 8 0 380 380 3 8 0 380 380 38 0 380 3 8 0 3 8 0 380 380380 390 390 390 390 390 390 3 9 0 390 390 390 390390 390 390 390 390 390 390 390 390 390 3 9 0 390 390 390 3 9 0 390 390 390 390 390 390 400 4 0 0 400 400 400 400 400 400 400 40 0 400 40 0 400 400 BURNETTE FARMS LLC BURNETTE FARMS LLC DB 15073 PG 363 BM 1989 PG 1374 DB 10605 PG 1845 DB 10605 PG 1845 DB 10605 PG 1845 BURNETTE FARMS LLC BURNETTE FOREST LLC 0 2 0 1 0 0 0 1 0 2 0 0 78 0 1 0 2 0165 0101 00 01 02 01 0165 01 04 0300 0 20 1 0 0 0 0 7 8 045 01 30 29 2705 2704 F C C C F FC C F F FF F F F F C C F C F C C C CCCFF F CCF FF 3 0 " DIP 3 0 " DIP 3 0 " D IP E OI EOI 16 ", DI 16 ", DI OF SURVEYS EXISTING AT TIME CONNECTED TO SS FM HAS NOT BEEN -Y27-PC Sta. 56+75.62 -Y27B-PC Sta. 11+59.24 - Y2 7B - -Y27-PT Sta. 54+88.20 -Y27B-PT Sta. 13+89.64 -Y27- POT Sta. 55+11.00 -Y27B- POT Sta. 12+15.62 -Y27- -Y27-PT Sta. 50+25.91 -Y27-PC Sta. 51+09.30 -Y27B-POT Sta. 15+00.00 - Y 2 7 R P A- P T S t a . 2 8 + 6 5 . 7 2 -Y27B-POT Sta. 10+00.00 5" MONO. CONC.ISLAND 5" MONO. CONC.ISLAND T T EOI EOI HH C HH C T EOI EOI H H 18 F O 6 FO 18 FO 24 FO 216 F O 30 0 P R 6 FO 24 FO 50 PR 3 0 0 P R 6 0 0 PR 7 2 FO 7 2 F O 7 2 F O 3 0 0 P R 6 0 0 P R 72 FO 72 FO 600 PR 600 PR 216 FO 216 FO HH H H HH HH SIG SIG SIG SIG 26 PROPOSED SIGNAL R-2829B CL B RIP RAP CL B RIP RAP DI DI DI 15" RCP-IV 15" RCP-IV 18 " RC P- IV 18" RCP-IV SEE DETAIL A LAT. 2' BASE DITCH 15 " RC P - III SEE DETAIL AA LAT. 2' BASE DITCH CB CB CB 18" RCP-IV CB 15 " RC P- IV CB 15" RCP-IV 15" RCP-IV SEE DETAIL A LAT. 2' BASE DITCH FOR -Y27B- PROFILE SEE SHT. 61 FOR -Y27- PROFILE SEE SHT. 56 & 57FOR -Y27- CURVE DATA SEE SHT. 3A-1 FOR -Y27B- CURVE DATA SEE SHT. 3A-1 12 ' TYP. 35' 12 ' 12 ' + 9 7 .9 2 4' PS 12 ' 12 ' 12 '12 ' 12 ' 12 ' 4' PS 4' PS TAPER 400' MEDIAN 15' 15' 4' P S 4' P S 8 :1 8 :1 15'15' 8 :1 8 : 1 BEGIN CONSTRUCTION -Y27B- STA. 10+15.00 -Y27B- STA. 13+60.00 END CONSTRUCTION 4' PS 4' PS 14' 11' PROP. MUP PROP. 2'-6" C&G 12 ' 11' 14 ' 12 ' PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE PROP. WW FENCEPROP. WW FENCE 100' TAPER+ 6 0 .0 0 100' TAPER NAD 83 M A TC H LIN E - Y2 7 - S TA . 5 7 + 0 0 . 0 0 S E E S H E E T 2 6 License #: F-0299 Phone: 919-854-1282 Raleigh, North Carolina 27607 5420 Wade Park Blvd. Suite 350 Arcadis CE, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 5 : 4 6 P M 8 ' GR 8 ' GR GR 1SBKD 8' GR 8' G R 9' GR SR 2542 ROCK QUARRY RD 25' BST EIP EIP EIP EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W N 6 2°07'38" E 5 2 1.23' N 6 2°36'31" E 6 0 .9 2 ' N 76°36'31" E 223.00' S 39°28'29" E 154.86' S 41°01'53" E 227.00' S 4 9 °18 '0 7 " W 3 4 5 .9 2 ' N 4 9 °17 ' 19 " E 8 9 .4 0 ' N 4 9 °17 ' 19 " E 2 5 3 .5 6 ' 6 0 .0 0 ' EIP - R/W 0.49' EIP - R/W 0.91' EIP - R/W 1.60' 60+00 380 380 380 390 390 3 9 0 390 390 390 390 390 390 390 390 390 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 4 0 0 400 400 400 40 0 40 0 400 400 400 400 400400 400 400 400 400 400 400 400 400 400 400 400 400 400 4 0 0 400 400 400 4 00 400 400 400 400 400 400 410410 410 410 410 410 4 1 0 4 10 410 DB 15073 PG 363 BM 1989 PG 1374 DB 14943 PG 812 DB 14943 PG 812 DB 10605 PG 1845 BURNETTE FOREST LLC MG&BK PROPERTIES LLC MG&BK PROPERTIES LLC BURNETTE FARMS LLC 0 2 0 2 0 00 1 0 2 0 1 0 1 0 2 5 0 2 5 2705 2704 2706 2706 C C C C C CCC -Y27- -Y27-PT Sta. 59+61.94 -Y27-POT Sta. 60+99.96 C T C EOI EOI T C E OI MTR E O I E OI EOI 50 PR 216 FO 18 FO50 PR50 PR 50 PR HH 27 R-2829B FOR -Y27- PROFILE SEE SHT. 57FOR -Y27- CURVE DATA SEE SHT. 3A-1 4' PS 4' PS 400' MEDIAN TAPER 8:1 + 0 0 .0 0 E XIS T 8:1 END CONSTRUCTION -Y27- STA. 60+50.00 NAD 83 S EE SH EET 2 5 M A TC H LIN E - Y2 7 A - S TA. 16 + 0 0 .0 0 SEE SHEET 29 MATCHLINE -EY6- License #: F-0299 Phone: 919-854-1282 Raleigh, North Carolina 27607 5420 Wade Park Blvd. Suite 350 Arcadis CE, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 5 : 5 3 P M 8' BST MTL MTL BST SR 2542 OLD BAUCO M RD 23' BST EXISTING R/ W EXISTING R/ W N 00°15'32" E265.45' EIP - R/ W 0.18' S 38°55'44" W 490.11' 8.39'S 03°16'15" W R=885.00 756.49' CHD = N 64°13' 52" E 25+ 00 20+00 30+00 WLEWLF 340340 340 340 340 350 350 350 350 350 350 350350 350 3 5 0 350 350 350 350 350 3 50 350 350 350 3 6 0 360 3 6 0 360 360 360 360 360 3 60 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 3 6 0 360 360 360 360 360 370 370 3 7 0 370 370 370 370 3 70 370 3 7 0 370 370 370 370 370 370 370 370 370 370 370 370 370 3 7 0 370 370 370 370 380 380 380 380 380 380 380 380 38 0 3 8 0 380 380 380 380 380 380 380 3 8 0 3 8 0 380 380 380 390 390 390 390 390 3 9 0 3 9 0 390 3 9 0 390 OCS-HS LOT OPTION POOL 01, L.P. DEACON HOLDINGS LLC DB 18899 PG 2136 BM 2021 PG 1078 OCS-HS LOT OPTION POOL 01, L.P. DB 18659 PG 725 BM 2021 PG 1078 BURNETTE FOREST, LLC. DB 15073 PG 363 BM 1989 PG 1374 WILBUR P., JR. & CYNTHIA M. DUKE DB 5223 PG 774 BM 1989 PG 547 0 0 0 2 0 3 0 4 0 6 0 5 0 1 0 1 0 2 0 2 0 3 0 4 0 5 0 6 06 00 01 040302 01 05 04 0302 AT-1 TL-3 GREU 31 2703 2702 2802 F FF F F F F C C C C F F F F F F FCC F F F F -Y27A- -Y27A-PT Sta. 17+61.36 -Y27A-PC Sta. 20+94.87 -Y27A- -Y27A-PRC Sta. 29+71.51 PROP. MUP TT 600 PR 72 FO 600 PR EOIEOI 28 R-2829B SEE DETAIL AA LATERAL 2' BASE DITCH SEE DETAIL S SPEC. CUT V DITCH SEE DETAIL S SPEC. CUT V DITCH CLASS I RIP RAP 18" RCP 4 2 " RC P- IV HW RETAIN SEE DETAIL C LAT. 2' BASE DITCH SEE DETAIL C LAT. 2' BASE DITCH SEE DETAIL C LAT. 2' BASE DITCH FOR -Y27A- PROFILE SEE SHT. 61FOR -Y27A- CURVE DATA SEE SHT. 3A-1 TYP. 25' 12 ' + 11. 3 6 TYP. 25' + 4 4 . 8 7 8:1 12 '12' 12 ' TYP.25'+71.51 8:1 PROP. GUARDRAIL6' PS 4' PS 12 ' 12 ' TAPER 300' MEDIAN + 5 0 .0 0 -Y27A- STA.31+50.00 END CONSTRUCTION PAVEMENT EX. ASPHALT REMOVE 24' NAD 83 SEE SHEET 05 MATCHLINE -EY6- SEE SHEET 28 MATCHLINE -EY6- License #: F-0299 Phone: 919-854-1282 Raleigh, North Carolina 27607 5420 Wade Park Blvd. Suite 350 Arcadis CE, Inc. OLD BAUCO M RD RE MOVE EXISTING PAVEMENT AND GRADE TO DRAIN -EY6- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 6 :0 1 P M SR 2542 OLD BAUCOM RD 24' BSTEIP EXISTING R/W 60.00' WHIS G L 350350360360 360 360 360 370 370 370 370 370 370 370 370 370 370 370 380 380 380 3 8 0 380 380 380 380 380 380 380 380 380380 3 8 0 380 380 380 390 390 39 0 390 390 390 390 390 390 3 9 0 390 39 0 3 9 0 390 390 390 390 3 9 0 390 390 390 3 90 390 390 390 390 390 390 3 9 0 400 4 0 0 400 400 400 400 400 400 4 00 DB 18899 PG 2136 BM 2021 PG 1078 DEACON HOLDINGS LLC DB 18899 PG 2136 BM 2021 PG 1078 2703 31 16 ", DI EOI 29 R-2829B PROP. WW FENCE PAVEMENT EX. ASPHALT REMOVE NAD 83 License #: F-0299 Phone: 919-854-1282 Raleigh, North Carolina 27607 5420 Wade Park Blvd. Suite 350 Arcadis CE, Inc. SEE SHEET 10 MATCHLINE -EY7- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 6 :0 8 P M 2SF D 12' SOIL MTL S R 2552 B AT T L E B RID GE R D 24' BS T M O N M O N M O N EIP EIP EIP EIP EIP EIP EIP M O N M O N S EW AGE EAS EM ENT BM 2006 PG 1789 50' SIGN EA S EM EN T N 29°36'05" E 35.34' S 29°35'03" W S 29°34'18" W 100.01' S 83°03'37" W 168.21' N 6 0 °2 8 ' 5 4 " W 2 4 5 . 9 9 ' S 6 0 °2 9 ' 5 7 " E 3 8 8 . 3 1' S 6 0 ° 2 7 ' 3 7 " E 3 9 6 . 5 9 ' EXISTING R/W EXISTING R/W E XISTIN G R/ W E XISTIN G R/ W N 03°02'45" E 667.09' S 87°25'55" E 320.41' S 5 8 °2 9 ' 3 5 " E 6 7 4 . 10 ' S 5 8 °2 9 ' 3 5 " E 2 16 . 7 5 ' S 00°49'39" W 396.95' S 00°46'41" W 531.02' 60.00' EI P - R/ W 1. 0 0' EIP MON - R/ W 4.92' M O N - R/ W 0.04' EIP - R/ W 0.06' EIP - R/ W 0.09' EIP - R/ W 0.03' 0.04'EIP - R/ W EIP - R/ W 0.05' EIP - R/ W 0.08' EIP - R/ W 0.10' 170 170 170 17 0 170 170 170 170 170 170 180 18 0 180 180 180 18 0 180 18 0 180 180 180 18 0 180 18 018 0180180190 190 190 190 190 190 19 0 190 19 0 190 190 190 190 19019 0 190 19 0 190 190 190 2 0 0 200 200 200 200 200 200 200 200 200 20 0 200 20 0 2 0 0 200200 200 200 2 00 200 200 200 200 200 2 0 0 200 200 200 210 210 2 10 2 10210 210 210 210 210 210 21 0 210 210 210 2 10 210 220 220 220 2 2 0 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 230 230 230 2 3 0 2 3 0 230 230 230 230 230 230 230 230 230 230 240 240 240 24 0 240 2 4 0 240 2 4 0 2 4 0 240 240 240 240 240 240 240 24 0 240 2 4 0 240 LONG BRANCH FARM LLC DB 14261 PG 1125 BM 1999 PG 579THE PRESERVE AT LONG BRANCH FARMS H SABRINA A ACEVEDO CEDRIC T SIMMONS & DB 13484 PG 55 BM 2006 PG 1789 BM 2006 PG 1790 STEPHANINE S WILLIAMS CORTEZ R & DB 16926 PG 441 BM 2006 PG 1789 JAMIE M GALLOWAY STEPHEN F & DB 16984 PG 494 BM 2006 PG 1789 BM 2008 PG 556 CITY OF RALEIGH, COUNTY OF WAKE DB 9885 PG 449 BM 1985 PG 155 BM 1991 PG 1105 LONG BRANCH FARM LLC DB 14261 PG 1125 BM 1999 PG 579 0 3 5 0 3 0 2 + 7 0.0 0 2804 39 38 F C C C C F W 12" DIP 12" DIP 4" PL ASTIC 8" P L AS TI C W E OI R E C L AIME D W AT E R 12" DIP 12" DIP -Y28B- POT Sta. 10+00.00 -Y28B- POT Sta. 13+12.11 -Y28-PT Sta. 23+29.38 H H H H T 144 FO 144 F O 12 F O 12 F O 12 F O 300 P R 100 P R 100 PR 300 PR 144 FO 12 FO 30 R-2829B v v WD v v WD 18" RCP 24" STA. 1288+08 RT. Type of Liner= CL II Rip-Rap - Keyed-In FOR -Y28B- PROFILE SEE SHT. 62 18' T YP.20' END CONSTRUCTION -Y28B- STA. 12+70.00 3 0' M A TC H LIN E - Y2 9 - S TA . 14 + 0 0 . 0 0 S EE S H E E T 3 2 NAD 83 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 6 :14 P M MTL MTL 30" C&G EOT EOT SR 2555 AUBURN KNIGHTDALE RD 21' BST SHOULDER BERM GUTTER MON MON MON MON DB 15649 PG 816 PERMANENT UTILITY EASEMENT DB 15649 PG 816 PERMANENT DRAINAGE EASEMENT DB 15583 PG 42 RIGHT OF WAY N 7 3°05'11" W 161.0 2' N 84°05'03" W 223.68' N 15°07'18" E 57.59' N 6 9°0 6'4 2" W 7 0.5 3' S 80°18'18" W 138.93' EXISTING R/W N 2 9 °15'15" W 254.59' N 2 1°3 2 '51" W 5 10 .77' N 0 5 °4 0 '15 " W 19 8 .5 5 ' PROPERTY LINE IS ALONG HINTON CREEK GRADY B & THELMA M JEFFERYS DB 2582 PG 70 160 160 160 160 16 0 160 16 0 160 160 160 160 160 160 16 0 160 160 160 160 160 16 0 160 160 160 160 1 6 0 160 160 160 160 160 160 160 160 160 160 160 160 16 0 160 160 160 160 1 6 0 160 160 160 160 1 6 0 160 160 16 0 160 16 0 16 0 160 16 0 160 160 160 160 160 160160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160160 160 16 0 160 1 6 0 16 0 160 160 160 160 160 160 160 160 160 160 160 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 17 0 170170 170 170 170 170 170 170 170 170 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 1 8 0 190 190 19 0 19 0 190 190 190 19 0 190 190 190 190 190 190 190 190 190 190 190 190 190 190 200 200 20 0 200 200 200 200 200 200 200 200 200 2 0 0 2 0 0 200 200 200 200 200 210 2 10 210 210 2 10 2 10 210 210 220 220 220 2 2 0 22 0 220 2 3 0 230 NEUSE RIVER 0 2 0 2 0 14 0 1 E XIS T 0 2 0 2 2901 2901 2907 F F F F EOI 16" DIP 16" PVC DATUR -Y29-POT Sta. 10+00.00 -Y29- HH 24 FO24 FO 31 R-2829B CL II RIP RAP CB CB CB 15 " R CP 15" RCP 15 " C MP CONC BRIDGE DECK CB CB CB TOP=175.22' 15 " R CP 15" RCP 15 " C MP TOP=175.50' TOP=175.35' INV=163.75' INV=172.65' INV=172.28' INV=172.39' INV=171.64' INV=171.76'CONC BRIDGE DECK RETAIN RETAIN SEE DETAIL AG LAT. 3' BASE DITCH SEE DETAIL N STD. 3' BASE DITCH FOR -Y29- PROFILE SEE SHT. 63 -Y29- STA. 11+50.00 BEGIN CONSTRUCTION 24' TYP. + 9 0 .0 8 -Y29- STA. 11+50.00 BEGIN CONSTRUCTION -Y29- STA. 11+50.00 BEGIN CONSTRUCTION 4' PS 4' PS 450' MEDIAN TAPER M ATC H LIN E - Y2 9 - STA. 2 5 + 0 0 .0 0 SEE SH EET 14 N AD 8 3 M A T C H LI N E - Y 2 9 - S T A. 1 4 + 0 0. 0 0 S E E S H E E T 3 1 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 6 :2 2 P M 10 ' S OIL 10' SOIL HTR GR 8 ' S OIL 1SFD B 12 ' GR GR HTR 8' S OI L CONC 1SBKD SOIL 1SFD W POOL POOL CAN W D CONC SOIL 8' GR SR 2555 AUBURN KNIGHTDALE RD 21' BST 1SFD EI P EI P EI P EIP EIP EI P M ON M ON 3 0 ' AC CES S EASEME N T BM 2 0 0 3 P G 13 7 0 N 13°12 '0 8" W 19 3 .12 ' N 62°09'18" W 175.80' N 05°05'51" E 114.14' N 0 6°41'0 9 " W 179.3 0 ' EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W N 64°11'52" E 808.90' S 2 5 °4 7 ' 5 3 " E 18 3 . 8 2 ' S 64°12'26" W 213.92' S 2 5 °4 8 '2 8 " E 2 3 1.3 4 ' S 2 5 °4 9 ' 4 5 " E 2 0 3 .5 5 ' N 2 5 °4 8 ' 5 8 " W S 2 5 °5 0 ' 4 7 " E 5 1.2 1' N 83°15'23" E174.95' S 2 5 °4 9 ' 2 2 " E 2 5 9 . 8 0 ' S 83°26'38" W177.50' 6 0 . 0 0' S 83°18'51" W172.27' S 2 5 °4 8 '19 " E 4 9 5 .7 4 ' N 08°02'55" E 122.80' E I P T O R/ W 0 .4 2 ' 10' S OI L EIP T O R/ W 1.16 ' EIP POND PAAD (Non-JD) RONALD KURNEY DB 12078 PG 583 DB 12078 PG 549 BM 2003 PG 1370 BM 2003 PG 1927 DB 6521 PG 764 BM 1994 PG 1720 DB 6714 PG 685 JACOB J & MARYLU SANOK GRADY B & THELMA M JEFFERYS DB 2582 PG 70 MICHAEL D SEALEY DB 4414 PG 545 GRADY B & THELMA M JEFFERYS DB 2582 PG 70 BM 2000 PG 523 NANCY F HILDEBRAND MICHAEL D SEALY & DB 2582 PG 70 BM 2000 PG 523 THELMA M JEFFERYS GRADY B & DB 16993 PG 1924 RONALD KU RNEY DB 10407 PG 492 BM 2003 PG 1370 OF TRANSPORTATION DEPARTMENT NORTH CAROLINA DB 16993 PG 1924 OF TRANSPORTATION NORTH CAROLINA DEPARTMENT COUNTY OF WAKE 160 160 160 160 160 160 160 160 160 160 160 160 160 160 16 0 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160160 160 160 160 160 160 16 0 16 0 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 170 17 0 170 17 0 170 17 0 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 180 180 180 18 0 18 0 18 0 18 0 18 0 180 18 0 180 18 0 180 180 18 0 180180 18 0 1 8 0 180 190 190 1 9 0 190 190 20 0 200 POOL POOL 15 + 0 0 WSE=164.7' POND WSE=164.7' POND 15+00 20+00 15+00 2 5+ 00 15 + 0 0 0 3 0 2 0 2 0 1 0 0 0 1 0 2 0 4 0 6 0 5 0 3 0 4 0 5 0 6 06 06 0 4 0 3 0 2 0 1 0 0 0 1 0 2 0 3 0 4 0304 02 0 1 0 2 0 1 0 2 E XIST 0 2 0 3 0 4 004 0001 0 2 0 2 2901 2901 2902 2903 2907 2908 4106 2909 F F C C C C C C C F F F F C C C F F C F C C F F F F F F F C F F F F F F F F F F F F 16" PV C -Y29-PC Sta. 18+52.84 -Y29A-POT Sta. 10+00.00 -Y29A-PC Sta. 10+45.43 -Y29A-PT Sta. 12+40.48 -Y29A-PC Sta. 13+99.81 -Y29A-PT Sta. 16+30.60 -Y29-POT Sta. 16+48.84= -Y29- -Y29A- -29DR1-PC Sta. 10+99.29 -29DR1-PT Sta. 11+84.68 -29DR1-PC Sta. 14+30.74 -29DR1-PT Sta. 15+01.90 -Y29-POT Sta. 16+49.61= -29DR1-POT Sta. 10+00.00 -29DR1-POT Sta. 15+62.86 -29DR1- -Y29B-PC Sta. 10+99.29 -Y29B-PT Sta. 11+84.68 -Y29B-PC Sta. 14+30.74 -Y29B-POT Sta. 15+62.86 -Y29B-PT Sta. 15+01.90 -Y29B-POT Sta. 10+00.00 -Y29-POT Sta. 16+49.61= T 50 PR 24 FO 32 R-2829B SEE DETAIL X SP. 2' BASE DITCH SEE DETAIL Y 2' BASE BERM DITCH CL B RIP RAP CL B RIP RAP 15" RCP-IV 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP H/ W CO N C 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP INV=177.20' INV =176.01' H/ W CO N C 18" RCP REMOVE HW RETAIN REMOVE REMOVE BDO 2GI 30" R C P-I V 30" RCP-IV 30" RCP-IV 24" RCP-IV 24" RCP-IV 24" RCP-IV 24" RCP-IV 24" RCP-IV 24" RCP-IV 15 " RC P- III 18 " RCP- III 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 24" RCP-IV REM O VEREMO VE 1 8 " R C P - I I I FS FS FS FS DI DI DI 2GI DI DI DI DI DI DI 2GI DI 2GI SEE DETAIL I STD. 2' BASE DITCH DI 2 ELBOWS 15" 18" 18" 18" SEE DETAIL Y BERM 2' BASE DITCH SEE DETAIL AC LAT. 2' BASE DITCH SEE DETAIL AC LAT. 2' BASE DITCH SEE DETAIL AC LAT. 2' BASE DITCH SEE DETAIL AG LAT. 3' BASE DITCH 18" 15" RCP-III DRAIN POND SEE DETAIL I STD. 2' BASE DITCH 18" 18" FOR -Y29- PROFILE SEE SHT. 63 FOR -Y29A- PROFILE SEE SHT. 67FOR -Y29A- CURVE DATA SEE SHT. 3A-1 FOR -Y29- CURVE DATA SEE SHT. 3A-1 FOR -Y29B- CURVE DATA SEE SHT. 3A-1 FOR -Y29B- PROFILE SEE SHT. 67 TYP.36' 30' + 5 9.43 RE PA T '001 + 76 .0 0 100' TAPER CONC. ISLAND5" MONO. 1 7.5' 2 4 ' CONC. ISLAND 5" MONO. TYP.24' + 7 2.15 TYP. 24' + 9 8.60 2 0 ' PROP. WW FENCE 4' PS 4' PS 4' PS 4' PS 2' PS 2' PS 4' PS 4' PS 8:1 8: 1 2' PS 2' PS 2' PS 2' PS PROP. WW FENCE PROP. WW FENCE PROP. WW FENCE 2 0 ' 450' MEDIAN TAPER REPAT '001 2 4' REPAT '001 + 5 0 . 0 0 + 0 0. 0 0 12 ' 5" MONO. CONC. ISLAND 5 . 5 ' 17 .5 ' 17 .5 ' + 8 0 .0 0 1 2' 1 2' 12' OVERLAY UNIFORM D R 16' D R 16' DR16' 12 ' 11' 14 ' -Y29A- STA. 17+75.00 BEGIN UNIFORM OVERLAY END GRADE REPAT '00610' 30'R 30'R 2.75'R F F F F FF F F N AD 8 3 S TA . 4 0 + 0 0 . 0 0 S E E S H EET 14 M A TC H LIN E - Y2 9 - ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 6 :3 1 P M 10' S OI L 10 ' S OIL 8' SOIL 10 ' SOIL SR 2555 AUBURN KNIGHTDALE RD 21' BST EIP EIP EIP MON MON S 2 4 °0 7 ' 0 0 " E 7 4 6 . 5 8 ' N 2 3 °2 4 ' 5 5 " W 8 8 7 . 8 6 ' N 2 9 ° 5 5 ' 0 5 " W 4 2 7 . 7 5' N 56°23'07" E S 2 6 °14 ' 5 3 " E 16 3 .9 2 ' S 3 0 °5 6' 2 6 " E 2 5 4 . 8 0 ' R/ W T O EIP 1.18 ' R / W T O E IP 0 .8 0 ' E IP T O R / W 2 . 5 0 ' E IP T O R / W 0 . 7 7 ' DISH SAT. WOO DED S S HE L T E R WO OD E D WOODED WOODED WOODED W LC S GW JAMES R DAVIS DB 2823 PG 660 KIMBERLY P ATKINS & KELLY P GOULD DB 15445 PG 2688 STEVEN & JAYNE WALL DB 3670 PG 475 BM 1979 PG 926 KAREN L & JAMES R DAVIS DB 14485 PG 1498 DB 1486 PG 49 B M 19 9 5 P G 12 2 6 S EVERHART REX M & CAROL PG 949 DB 12615 PG 1226 BM 1995 WILLIAM E ADAMS DB 17762 PG 1820 DB 2395 PG 157 KIMBERLY P ATKINS & KELLY P GOULD DB 15445 PG 2688 R EX M & CAROL S EVER HART DB 12 6 15 P G 9 4 9 180 180 180 180 18 0 180 190190 190190 190 190 190 190 190 190 190 190 190 190 190 1 9 0 200 200 200 200 200 200 200 200 200200 200 200 200 200 200 200 200 2 0 0 2 00 200 200 2 0 0 200 200 200 200 200 200 210 210 210 210 210 210 210 210210 210 210 210 210 210 210 210210 210 210 210 2 10 2 1 0 210 210 210210 210 210 210 2 10 210 2 10 210 210 210 40+00 45+00 50+00 40+00 0 2 0 2 0 2 0 1 0 0 0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 E X I S T 2916 2915 2917 2916 2913 2914 40 F C C C C C C C C F C F F C C C C F 16" PVC 16" PVC 16" PVC -Y29-PC Sta. 49+16.89 -Y29-PCC Sta. 50+96.60 -Y29- - Y2 9R P D- P T S ta. 2 6 + 2 9.73 T HH HH 50 PR 50 PR 50 PR 50 PR 50 PR 24 FO 24 FO 54 FO 54 FO 54 FO 54 FO 50 PR 50 PR 54 FO 24 FO 33 R-2829B CL B RIP RAPSEE DETAIL S SPEC. CUT V DITCH SEE DETAIL T SPEC. CUT 2' BASE DITCH SEE DETAIL S SPEC. CUT V DITCH SEE DETAIL S SPEC. CUT V DITCH SEE DETAIL S SPEC. CUT V DITCH CL B RIP RAP CL B RIP RAP SEE DETAIL S DITCH SPEC. CUT V 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 18 " R C P INV=198.81' INV=198.31' 18 " R C P INV=203.44' INV=203.79' 2 4" R C P-I V REMOVE SEE DETAIL L STD. 3' BASE DITCHSEE DETAIL I STD. 2' BASE DITCH REMOVE REM O VE REMOVE REMOVE RETAIN 24" 24" 18" RC P-IV 18 " RCP-IV SEE DETAIL K STD. 2' BASE DITCH SEE DETAIL K STD. 2' BASE DITCH 18" RCP-IV SEE DETAIL I STD. 2' BASE DITCH SEE DETAIL K STD. 2' BASE DITCH FOR -Y29- PROFILE SEE SHT. 64FOR -Y29- CURVE DATA SEE SHT. 3A-1 -Y29- STA. 51+00.00 END CONSTRUCTION TYP. 24' + 4 9 .0 8 4' PS 4' PS PROP. 1'-6" C&G PROP. 1'-6" C&G 2 4 ' 17 .5 ' 12 ' 12 ' PROP. WW FENCE PROP. WW FENCE 100' TAPER + 5 0 .0 0 PROP. 1'-6" C&G PROP. 1'-6" C&G PROP. WW FENCE PROP. WW FENCE 4' PS 4' PS 600' TAPER + 5 0 .0 0 17 .5 ' 450' MEDIAN TAPER 12 ' 12 ' 12 ' DR18'8.75'R M A TC H LIN E - Y3 0 - S TA . 2 3 + 0 0 . 0 0 S EE S H E E T 19 N A D 8 3 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 6 :3 9 P M BST BST 60" CONC 6 0 " CON C CONC BST BST BST BST 1SBLKBUS BST CONC CONC GR SOIL GR GR GR 1SBLKBUS 1SFD G 10' BST 10' B S T BST CONC EOT EOT EOT EOT G 2SFD HTR BS T HTR 11' B S T BST B S T HTR FILLER CAPS CANWD S US 1SBKB 24" C&G 2 4 " C&G 2 4 " C & G 24" C&G 3 0 " C & G 36" BST 2 4 " C & G SOIL HTR S S W S W BOX JUNCTION R2829-11 SR 1007 POOLE RD 48' BST SR 1007 POOLE RD 24' BST S R 2 5 16 H OD GE R D 2 5' B S T S R 2 5 16 H OD GE R D 2 1' B S T BST30" C&G 30" C&G CONC CURB 3 0 " C & G CONC CURB EIP EIP EIP EIP EIP EIP EIP EIP EIP MON BM 2011 P G 334 SANITARY SEWER EASEMENT 2 0 ' CITY OF RALEIGH BM 2 0 11 PG 3 3 4 EASEMENT 20' P UBLIC STORM BM 2011 PG 332 SIDEWALK EASEMENT S 0 6 °4 6' 4 3 " E 3 5 1. 2 6' N 74°18'41" E 125.07' N 73°56'17" E 266.98' S 0 6 ° 2 6 ' 0 3 " E 18 5 . 2 0 ' S 11°2 8 '24 " W 115 .58 ' N 0 9 ° 15' 5 4 " W 3 4 7 . 3 4'N 89°21'35" W 248.49' EXISTING R/W EXISTING R/W E XIS T ING R/ W EXISTING R/W EXISTING R/W EX IS T I N G R / W S 45°38'30" W R=30' CH=42.43 8 0. 0 0' E XIS T ING R/ W S 31°29'17" E 63.85' R/ W T O E IP 0 . 7 6' S 0 0 °3 7 ' 4 6 " W 2 5 2 .8 0 ' BM 2011 PG 334 EASEMENT 20' PRIVATE STORM 60" CONC SW WO OD S WOO DS WOO DS WOODS X MARK BM 2011 PG 334 EASEMENT 20' PRIVATE STORM DB 3238 PG 853EASEMENT STREAM SHD SUMMERFIELD MOBILE HOME PARK LLC DB 16518 PG 1800 CHRISTINE B & IRA G FLOYD DB 15670 PG 1936 BM 2014 PG 651 CHRISTINE B & IRA G FLOYD DB 6554 PG 814 BM 2014 PG 651 ROBERT L LEE, TRUSTEE WILL BK 10-E- PG 3202 DB 12300 PG 916 BM 1998 1PG 1796 BM 1998 1PG 1709 BM 1990 PG 938 BM 2011 PG 332 DB 17358 PG 1692 SUNLIGHT HOLDINGS, LLC DB 15190 PG 614 LINDA T PAUL & MARY MCDONALD DB 15190 PG 614 LINDA T PAUL & MARY MCDONALD 240 240 240 240 240 240 240 240 240 240 240 240 24 0 240 240 240 240240 240 250 250 250 2 5 0 250 250 25 0 250 250 250 250 250 2 5 0 250 250 260 26 0 2 60 260 260 260 2 6 0 260 260 260 260 260 260 260 260 260 2 60 260 260 260 270 270 270 270 27027 0 270 27 0 270 270 2 7 0 2 7 0 270 270 270 2 70 270 270 270 2 7 0 270 270 270 270 270 270 270 270 270 270 270 270 27 0 270 270270 270 270 270 270 270 270 270 280 280 2 80 280 280280 280 2 8 0 280 280 280 280 280 280 280 15+00 20+00 15+00 0 10 0 0 2 E XIS T 0 2 0 2 05 04 04 0 1 9 0 2 0 2 CR 3003 3003 3002 52 3001 3004 52 C C C C F C F C C C F C C F FF F F C F F F F C C F F FC C 8" PVC 8 " P VC 8 " P V C PVC 6" HOTBOX HOTBOX W VAULT W30" DIP 30" DIP 30" DIP 16 " D I P 6 " DIP 6 " DIP 6" DIP 6" DIP 8" PLASTIC DATUR DATUR DATUR 8" PLASTIC 30" DIP 16 ", DIP -Y30-POT Sta. 10+00.00 -Y30C-PT Sta. 11+70.32 -Y30C-PC Sta. 12+60.09 -Y30-POT Sta.18+00.00 -Y30C-POT Sta. 10+00.00= -Y30C-PC Sta. 10+42.53 -Y30--Y30- 0 3 0 4 0 5 E XI S T. LT LT LT LT LT LT LT SIG SIG SIG LT LT HH HH HH T T T C TC T MTR T T T THH HH C EOI EOI E OI EOI EOI E O I EOI EOI EOI C C C EOI EOI EOI 48 FO 4 8 F O4 8 F O 2 0 0 P R 12 F O 2 5 P R 3 0 0 P R 4 8 F O 12 F O 48 FO 200 PR 300 PR 48 FO 300 PR 4 8 F O 4 8 F O 3 0 0 P R 2 0 0 P R 300 PR 48 FO 25 PR 100 PR 100 PR 100 PR 48 FO 48 FO 100 PR 100 PR 4 8 F O 25 PR 48 FO EMPTY CONDUIT EMPTY CONDUIT E MP T Y C O N D UI T HH HH HH OUTLET MTR HH S HH HH S 34 R-2829B SEE DETAIL C LAT. 2' BASE DITCH CL B RIP RAP CL B RIP RAP CL I RIP RAP SEE DETAIL C LAT. 2' BASE DITCH CBCBCB CB 15" RCP 15" RCP 15" HDPE CB 15" RCP CB 15 " HDP E 4" PVC CB CB CB 15" RCP 15" RCP 15 " RCP 15 " R C P 15 " R C P CB 15" RCP 15" RCP 15" RCP 3 0" CMP CB 15" RCP 15" RCP CB DI 15 " R CP 15" RCP 15" RCP CBCBCB DI CB 15" RCP 15" RCP 15" HDPE CB 15" RCP CB 15 " HDP E 4" PVCUNK END CB CB TOP=260.26' INV=255.20'TOP=264.50' INV=258.56'INV=258.42' CB TOP=266.07' INV=262.46' INV=260.67' INV=263.73' TOP=266.14' INV=263.22' INV=263.23' INV=260.84' INV=260.65' TOP=264.74' INV=264.64' TOP=269.28' INV=264.68' 15" RCP 15" RCP TOP=272.38' INV=265.13' INV=265.18' 15 " RCP T O P = 2 7 4 . 7 5' IN V = 2 6 5 . 7 1' I N V = 2 6 5 . 7 2' T O P = 2 7 4 . 5 8' INV = 2 6 6 . 2 8' IN V = 2 6 6 . 0 0 ' 15 " R C P 15 " R C P CB TOP=273.65' INV=267.02' INV=260.74' INV=260.82'TOP=262.96' DI TOP=269.92' INV=267.13'INV=267.10' 15" RCP 15" RCP 15" RCP INV=273.50' DI TOP=274.77' INV=272.50' INV=272.47' 3 0" CMP INV=233.10' INV=231.46' REMOVE RETAIN SYSTEM RETAIN SYSTEM RETAIN SYSTEM 2GI FS REMOVE15" RCP-III 15" RCP-III 2GI CB CB CB18" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III CB CB CB CBCB18" RCP-III 18" RCP-III 15" RCP-III 15" RCP-III CB 15" RCP-III COLLAR 18" RCP-III 18" RCP-III FOR -Y30- PROFILE SEE SHT. 67 FOR -Y30C- PROFILE SEE SHT. 74 FOR -Y30- CURVE DATA SEE SHT. 3A-1 FOR -Y30C- CURVE DATA SEE SHT. 3A-2 -Y30- STA. 11+00.00 BEGIN CONSTRUCTION + 5 9 .4 0 TYP. 36' 4 8 ' TO EXISTING 100' TAPER 2 5 ' 3 7 ' 450' TAPER 4" CONC. SIDEWALK 2 5 ' 17 .5 ' 2 5 ' PROP. MUP PROP. 9"X18" CURB 3 0' PROP. WW FENCE PROP. WW FENCE PROP. MUP PROP. 2'-6" C&G PROP. 1'-6" C&G PROP. 1'-6" C&G PROP. 2'-6" C&G 2 5 ' 17 .5 ' 2 5 ' 350' MEDIAN TAPER 3 7 ' 4" CONC. SIDEWALK PROP. MUP TAPER 350' MEDIAN PROP. WW FENCE 2 5 ' PROP. 1'-6" C&G PROP. 1'-6" C&G 4' P S 4' PS PROP. 2'-6" C&G PROP. 2'-6" C&G + 0 1.4 2 4 0'R 40'R 100' TAPER + 0 0 .0 0 PAVEMENT EX. ASPHALT REMOVE 16' DR DR16' PROP. 9"X18" CURB + 0 0 .0 0 100' TAPER TYP.24' -Y30C- STA. 12+75.00 BEGIN UNIFORM OVERLAY END GRADE OVERLAY UNIFORM + 4 6. 2 0 20'R 20'R 8.75'R M A TC H LIN E - Y3 0 - S TA . 5 2 + 0 0 .0 0 S EE S H EET 3 6 3 8 + 0 0 . 0 0 S E E S H E E T 19 M A TC H LI N E - Y3 0 - S T A . SEE SHEET 37MATCHLINE -Y30F- STA. 14+00.00 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 S T A . 2 2 + 5 0 . 0 0 S E E S H E E T 1 9 M A T C H L I N E - Y 3 0 A - DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 6 :4 6 P M S FLAGPOLE S HTR HTR 16 ' B S T 16' BS T 16' BST 16' BS T 16' BST HTR H T R HTR HTR H T R H T R H T R H T R H T R H T R H T R H T R HTR 1 0' S OI L 1SFBUS CONC GR BST 2 8 ' BS T 3 0 ' B S T EOT S 60" CONC G R 1S B L K EOT 6 0" C O N C MTL P O O L FILLER CAPS MTL S 24" C&G S T ON E Y F ALLS WAY 3 2' B S T 18' BST H O U S E P O O L S MTL CX92401 231.83 RIP6103 CX93702 245.54 RIP6103 GR GR W S S S 12 0 " CON C 12 0 " C O N C 30" C&G 30" C&G OLD HICKORY LN 4 6 ' B S T 3 0 " C & G 3 0 " C & G 3 0" C & G B S T 7' B R ICK WALL BST BST BST BST BST BST BST COVERED WAGON LN 24' BST OLD H ICKORY LN 2 0 ' B S T B S T B S T BST BST C O NC CURB C ON C C U R B CONC CUR B C O N C C U R B CONC CURB ORCHARD FARM LN 20' BST16' BS T S S S S S S G 6 0 " M T L EIPEIP EIP EIP EIP EIP EIP E I P E I P EIP EIP EIP MONMON MON MON MON MON MON MONMON EXISTING R/W EXISTING R/W DB 14200 PG 290EASEMETNPERMANENT DRAINAGE SIGN EASEMENT 30' x 30' PUMP STATION VARIABLE R/W 8 0 .0 0 ' 6 0 .0 0 ' N 79°49'07" W 132.06' S 15 °0 3'50 " W 150 .0 0 ' S 0 8 °5 7 '12 " W 17 2 .19 ' N 0 8 °4 2 '3 5 " E 14 9 . 12 ' N 81°17'25" W 48.35' E XIS TIN G R/ W E XIS T IN G R/ W N 63°48'22" E 60.81' N 0 2 ° 3 2' 3 1" W 7 5 . 5 3' N 42°27'29" E 14.14' N 87°30'43" E 50.00' N 0 2 ° 3 2' 3 1" W 8 1. 0 4' N 0 2 ° 3 2' 3 1" W 5 6 . 2 8' R/W TO MON 0.45' N 81°17'17" W 354.70' N 0 8 °4 2 ' 3 9 " E 3 2 1.9 0 ' E IP T O R / W 0 .18 ' EIP TO R/ W 0 .78' W W TREE OAK48" LIVE DB 13149 PG 1861AT&T EASEMENT DB 13149 PG 186110' ACCESS EASEMENT VARIABLE R/W VALLEY WOODS MOBILE ESTATES D B 1 4 2 0 0 P G 2 9 0 B M 1 9 8 5 P G 1 2 2 3 B M 2 0 0 0 P G 8 8 VALLEY WOODS MOBILE ESTATES DB 3086 PG 569 DB 14200 PG 290 BM 1985 PG 1223 BM 2000 PG 88 DONNA E ROBBINS DB 17253 PG 600 BM 1928 PG 5 ASA FOOD MART 3 LLC DB 15548 PG 2258 BM 1986 PG 1526 BM 2006 PG 1524-1525 CEMETERY PIN 1742-79-2656 POPLAR GUY LLC DB 16773 PG 2578 BM 2006 PG 1524-1525 19 0 190 190 190 200 200 20 0 200 2 0 0 200 200 2 0 0 200 2 00 200 200 200 200 200 2 00 20 0 200 210 210 210 210 210 2 10 210 210 210 210 210 210 210 210 210 210 210 2 1 0 210 210 210 220 220 2 2 0 220 220 220 220 220 2 2 0 220 220 2 20 220 2 2 0 2 2 0 220 220 230 2 3 0 230 230 2 3 0 230 230 230 230 230 230 2 3 0 230 230 230 230 230 230 240 240 240 2 4 0 240 240 24 0 240 2 4 0 240 240 240 240 240 240 250 250 250 P O O L 40+00 45+00 50+00 25+00 30+00 0 2 0 2 0 4 0 3 0 2 0 1 0 0 0 1 0 2 0 2 0 2 0 3 0 0 9 0 4 1 01 02 EXIS T. 042 03 035 0 2 0 2 GREU TL-3 CAT-1 CR CR CR CR CR GREU TL-2 GREU TL-2 3011 3012 3014 3010 3014 3008 3008 3309 3007 F C F C F F C C C C F F F F C F F F F F F F F C F C F C C C F F C F C C C C F F C C C F F F 8 " P VC 8" PVC 8 " P V C 8" PVC 18" DIP 18 " D I P 18" DIP W W WW TS 30" DIP 12 " DIP 6 " DIP 6" DIP 30" DIP 6 " DIP 6" DIP 6" COP 8" PLASTIC 8" PLASTIC 8" STEEL DATUR 4 " P L A S TIC W TS 1 2 " DI P -Y30-PC Sta. 48+70.29 -Y30-PT Sta. 41+32.37 -Y30A-PT Sta. 22+90.18 -Y30A-POT Sta. 34+72.25 -Y30D-POT Sta. 10+00.00 -Y30-POT Sta. 49+76.42 -Y30D-POT Sta. 13+02.00= -Y30D-POT Sta. 10+80.82 -Y30A-POT Sta. 33+40.54= -Y30A-POT Sta.26+93.02 -Y30E-POT Sta. 11+52.09= -Y30F-PC Sta. 12+91.17 -Y30F-PT Sta. 11+87.48 -Y30F-PC Sta. 10+98.76 -Y30-POT Sta. 41+81.37 -Y30F-POT Sta. 10+00.00 = -Y30--Y30- -Y30A- - Y3 0 E - - Y3 0 D - - Y3 0 F- BEGIN CONSTRUCTION -Y30E-POT Sta. 10+00.00 LT LT LT LT LT LT LT LT LT T HH HH HH EOI C C C TC T C T T C TT C T C C T MTR MTR MTR MTR MTR HH LS MTR T MTR M T R M T R MTR C HH HH M T R HHHH MTR LS LS LS LS MTR M T RH H EOI T T 10 0 PR 100 PR 100 PR 50 PR100 PR 100 PR 100 PR50 PR 100 PR 100 PR 10 0 P R 12 F O 12 FO 50 PR5 0 P R 50 PR 144 FO144 FO 144 FO 50 PR50 PR12 F O 50 P R 48 FO 12 F O 12 F O 2 0 0 P R 14 4 F O 25 PR144 FO 150 PR 288 FO200 PR 25 PR 144 FO 15 0 P R 2 0 0 P R 50 PR 144 FO 12 FO 2 5 P R 2 5 P R 10 0 P R MTR MTR MTR T EOI 25 PR T MTR MTR T 35 R-2829B CL B RIP RAP CL B RIP RAP SEE DETAIL A LAT. 2' BASE DITCH SEE DETAIL A LAT. 2' BASE DITCH SEE DETAIL A LAT. 2' BASE DITCH SEE DETAIL A LAT. 2' BASE DITCH SEE DETAIL E LAT. 5' BASE DITCH SEE DETAIL E LAT. 5' BASE DITCH CL B RIP RAP SEE DETAIL A DITCH LAT. 2' BASE SEE DETAIL A DITCH LAT. 2' BASE CL B RIP RAP CL B RIP RAP CL B RIP RAP CL B RIP RAP C B C B CB CB 15 " RC P 15 " RCP 3 6 " C ONC 15" RCP 15" RCP 15" RCP 36" RCPFES 36" RCP 24" RCP FES 15 " R CP 15" RCP 15" RCP 24" RCP C B C B CB CB 15 " RC P 15 " RCP 3 6 " C ONC 15" RCP 15" RCP 15" RCP INV=190.91' 36" RCP INV=202.09' FES TOP=208.95' INV=203.60'36" RCP INV=203.45' TOP=214.28' INV=208.59' INV=207.35' INV=211.41' 24" RCP FES 15 " R CP INV=211.47' INV=212.14' 15" RCP F E S T O P = 2 0 6.3 3' RCP18" I N V = 2 0 3.7 4' T O P = 2 0 7.0 3'18" RCP I N V = 2 0 3. 6 2' I N V = 2 0 3.3 5' I N V = 2 0 3. 0 5' 15" RCP DI TOP=239.96' INV=237.95' INV=233.34' INV=234.15' INV=234.62' 24" RCP 18 " RC P- IV 18 " RC P- IV 18" RCP-IV 18" RCP-III RETAIN SYSTEM REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE DI 18" DI CBCBREMOVE 24" RCP-III 30" RC P -III 15 " CB REMOVE REM O VE REMO VE 15 " RC P- III 15 " RC P- III CB CB 15 " RC P- III 18" RCP-III 18" RCP-III FOR -Y30A- PROFILE SEE SHT. 74 FOR -Y30D- PROFILE SEE SHT. 74 FOR -Y30- PROFILE SEE SHTS. 68 & 69 FOR -Y30D- CURVE DATA SEE SHT. 3A-2 FOR -Y30A- CURVE DATA SEE SHT. 3A-2 FOR -Y30- CURVE DATA SEE SHT. 3A-1 4 9 ' PROP. MUP PROP . MUP PROP. 2'-6" C&G PROP. WW FENCE PROP. NOISE WALL4" CONC. SIDEWALK + 7 8 .18 TYP. 24' 2 0 ' TYP. 24' + 9 9 .6 0 20' PROP. 1'-6" C&G 4' PS PROP. 1'-6" C&G PROP. 2'-6" C&G 4" CONC. SIDEWALK PROP. MONO. CONC. ISLAND 4" CONC. SIDEWALK 4" CONC. SIDEWALK PROP. 2'-6" C&G PROP. MONO. CONC. ISLAND PROP. WW FENCE PROP. 2'-6" C&G PROP. NOISE WALL 4' PS 8:1 PROP. EXPRESSWAY GUTTER 4' PS 4' PS 2 4 ' 17 .5 ' 4' PS 4' PS 17 .5 '12 ' 12 ' C&G PROP. 2'-6" 40'R 40'R 100' TAPER + 0 0 .0 0 600' TAPER + 5 0 .0 0 4 9 ' 2 4 ' 2 5 ' 60' TAPER + 3 9 .5 6 450' TAPER 12 ' 12 ' + 5 0 .0 0 432' STORAGE 20' DR 18 ' DR 20' DR 18' DR 19' DR 18' DR 16' DR -Y30- +42.10 END NW#91A -Y30- +50.42 BEGIN NW#91A -Y30A- STA. 29+50.00 BEGIN UNIFORM OVERLAY END GRADE -Y30A- STA. 34+02.50 END UNIFORM OVERLAY OVERLAY UNIFORM OVERLAY UNIFORM 30'R30'R 30'R30'R 20'R2 0' R 20'R 20'R 2.75'R 8.75'R 2.75'R 2.75'R 8.75'R 2.75'R 2.75'R60'R N A D 8 3 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 S TA . 5 2 + 0 0 .0 0 S EE S H EET 3 5 M A TC H LIN E - Y3 0 - DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 6 :5 3 P M 2SFD G CONC 11' CONC S R2829-12 SOUT HB RIDGE R D 2 1' BS T S OUT H BR IDGE RD 2 0 ' B S T C O NC CURB CONC CURB SR 1007 POOLE RD 24' BST F OX VALE CT 2 3 ' B S T BST BST BST BST BST B S T B S T CONC CURB ORCHARD FARM LN 20' BST EIP EIP EIP EIP EIP EIP EIP EIP EIP 10X70 SIGHT TRIANGLE 80 .0 0 ' 50.00' N 87°13'59" E 329.98' N 87°14'00" E 318.27' N 0 2 ° 4 4' 5 5 " W 7 8 . 8 2' N 0 2 ° 4 4' 5 5 " W 5 1. 18' N 0 2 ° 4 4' 5 5 " W 10 5 . 4 9' EXIST ING R / W E XIS T ING R/ W EXISTING R/W E I P T O R / W 0 . 4 3' W TREE OAK35" LIVE H E A D S T O N E D O L L I E J E F F E R Y S S T O N E " S M " M A R K E D H E A D S T O N E S A M U E L M c C U L L E R S VALLEY WOODS MOBILE ESTATES DB 14200 PG 290 DB 3086 PG 569 BM 1985 PG 1223 BM 2000 PG 88 ERNEST & JUDITH SCRIVANI DB 15945 PG 280 BM 1987 PG 1852 BM 1987 PG 1852 DB 8540 PG 1526 PIN 1742-79-2656 WILLIE E & MARY A WALTERS 230 230 230 240 240 240 240 240 2 40 2 4 0 240 250 250 250 250 250 250 250 2 5 0250 250 250 250 250 250 250 250 250 250 25 0 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 260 260 26 0 26 0 260 260 260 260 260 260 260 260 260 260 260 260 2 6 0 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 2 6 0 260 260 270 2 7 0 270 270 270 270 55+00 0 2 0 2 E X IS T 0 2 0 2 3402 3013 3014 3012 C C C C C C 30" DIP -Y30-POT Sta. 55+48.15 -Y30-PT Sta. 52+07.37 -Y30- T T LT HH T C C TT E OI144 FO 144 FO 50 PR 50 PR 50 PR 50 PR 50 PR 36 R-2829B FOR -Y30- PROFILE SEE SHT. 69 8:1 PROP. EXPRESSWAY GUTTER 4' PS 4' PS 4' PS 4' PS 12 ' 12 ' -Y30- STA. 55+00.00 END CONSTRUCTION 450' TAPER NAD 83 S T A . 1 4 + 0 0 . 0 0 S E E S H E E T 3 5 M A T C H L I N E - Y 3 0 F - ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 7 : 0 0 P M 2SFD2SFD 2SFD 2SFD 60" CONC S L E E P Y F A L L S R U N 2 2' B S T 6 0 " C O N C 6 0 " C O N C 2SFD 2SFD 2SFD 1 8' C O N C 18' C O N C1 8' C O N C 18' C O N C 60" CONC S S GR 2 4 " C & G 30" C&G 60" CONC 60" CONC STONY FALLS WAY 32' BST30" C&G 30" C&G 30 " C&G 3 0" C&G 30" C&G 3 0 " C & G 3 0 " C & G BST 30" C&G E IP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP E AS EMENT WA TER & S A N ITAR Y S EWER 3 0 ' C ITY O F RALEIGH EASEMENT20' PUBLIC STORM EASEMENT STORM 3 6' PUBLIC EASEMENT 2 0 ' PUBLIC STORM EAS EMENT 36' P UBLIC STORM EASEMENT20' PUBLIC STORM EASEMENT 20' PUBLIC STORM APPARENT OVERLAP - SEE SURVEYOR'S REPORT APPARENT OVERLAP - SEE SURVEYOR'S REPORT 6 4.0 0' S 08°57'12" W 134.22' S 53°50'29" E 101.00' N 8 0 ° 4 1' 17 " E 10 1. 4 1' E I P N 8 8 ° 3 7' 2 8 " E 10 5 . 0 0 ' N 7 3 ° 0 8'4 9 " E 10 5. 14' N 7 3 °10' 4 4 " E 10 6. 8 4' N 7 0°2 4'3 1" E 5 7.5 4' S 8 7 °0 5 ' 18 " E 2 6 . 6 5 ' S 8 3 ° 4 3' 3 9 " W 8 6 . 5 7' N 8 8 °5 9 ' 2 4 " W 8 5 . 7 8 ' N 8 2 °2 5 ' 5 9 " W 9 4 .9 4 ' N 8 1°15 ' 4 0 " W 10 0 .0 0 ' N 8 1°15 '4 0 " W 10 0 .10 ' N 8 1°15 '4 0 " W 10 0 .2 0 ' EXISTING R/W EXISTING R/W EXISTING R/W S 27°10'33" E 34.88'S 02°14'31" E 43.51' S 02°42'28" E 78.54' S 02°42'28" E 78.72' S 03°55'08" W 61.75' S 08°38'27" W 60.00' S 08°38'27" W 60.00' S 08°38'27" W 64.02' S 08°38'27" W 72.80' N 08°53'56" E N 11°27'01" E N 16°55'05" E S 6 8 °12'43" E 5 6 .8 2 ' N 8 7 ° 3 4' 4 4 " E S 16°06'45" W 63.45' S 14°51'46" W 63.23' S 13°36'18" W 63.24' S 08°38'27" W 20.63' CL=46.93' R=1309.41' CL=69.68' R=1309.41' N 14°03'40" E CL=53.37'R=1309.41' CL=16.57'R=2880.49' S 02°57'07" E 698.59' N 02°32'31" W 951.86' N 01°44'09" W 1088.70' N 02°32'31" W 465.67' S 8 9 ° 4 0 ' 13 " W 3 6 3 . 7 4 ' KNIGHTDALEEASEMENT TOWN OF 30'PUBLIC GREENWAY EIP WWI SHC WWH (KH) WETLAND WJY RENTALS LLC RESIDENTIAL PALMETTO GROUP INC PROPERTIES CLAYTON VANARKEL AMY R SHARP PG 2363 DB 16800 BM 2018 PG 1098-1104 BM 2017 PG 2106-2108 BM 2017 PG 2022-2024 BM 2017 PG 782-784 BM 2010 PG 217-221 POPLAR CREEK VILLAGE COMMUNITY ASSC, INC DB 16568 PG 1500 DB 17307 PG 898 BM 2010 PG 221 KUBMA JAITEH DB 16136 PG 889 BM 2010 PG 217-221 DB 16728 PG 1252 BM 2010 PG 217-221 STEVE BRACERO SARAH & COMMUNITY ASSC, INC POPLAR CREEK VILLAGE PG 1624 DB 16192 PG 217-221 BM 2010 SMITH DERRICK WILKES & AMBER T PG 2701 DB 17020 PG 217-221 BM 2010 PG 217-221 BM 2010 PG 1416 DB 17307 PG 693 DB 17493 PG 217-221 BM 2010 PG 1283 DB 17399 PG 217-221 BM 2010 THOMAS CONNIE KENNETH & DIXON MATTHEW L MELISSA W & PG 1431 DB 14872 PG 217-221 BM 2010 PG 217-221 BM 2010 PG 2194 DB 15697 MILLS CHANDRA L DEDRIC R & BEAUCHEMIN KATHLEEN ROGER C & POPLAR CREEK VILLAGE COMMUNITY ASSC, INC DB 17307 PG 898 BM 2010 PG 221 190 190 190 190 190 190 190 190 190 190 190 190 190 190 190 190 190 190 190 190 200 200 200 200 200 200 200 200 200 200 2 0 0 200 200 200 200 200 20 0 200 2 0 0 210 210 210 210 210 210210 210 210 210 2 10 210 2 10 210 210 210 210 210 2 10 210 210 210 210 2 10 210 2 10 210 2102 10 2 10 220 220 220 220 220 220 220 220 2 2 0 2 2 0 2 2 0 22 0 220 2 2 0 220 220 220 2 2 0 220 220 220 220 220 220 22 0 2 2 0 230 230 230 2 3 0 230 230 230 230 230 230 230 230 2 30 2 3 0 2 3 0 240 NAD 83 S T A . 1 4 + 0 0 . 0 0 S E E S H E E T 3 5 M A T C H L I N E - Y 3 0 F - ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 15+00 15+ 0 0 3308 3309 3310 3007 3008 3304 3303 3015 3307 18" DIP 18" DIP 18" DIP 18" DIP 8 " P V C 8 " P VC 12" DIP 8 " DI P 12" DIP 8 " DIP 6 " C O P 4 " P L A S TI C -Y30B-PT Sta. 13+01.06 -Y30B-POT Sta. 15+44.40 -Y30F-PRC Sta. 16+12.65 -Y30F-PT Sta. 17+71.88 -Y30F-POT Sta. 18+92.79 -Y30B-PC Sta. 10+14.98 -Y30F-POT Sta.18+36.62 -Y30B-POT Sta. 10+00.00= -Y30B- - Y 30F- LT TC T CHH T HHT HH HH 14 4 F O 200 PR 75 PR 288 FO 288 FO 200 PR 15 0 P R 1 FO 200 PR 1 FO 75 PR25 PR 1 F O 1 F O 1 F O 144 FO 37 R-2829B 37 CB CB CB CB CB CB CB 15" RCP HW CONC 2 4 " HDP E 2 4 " HDP E 30" RCP 30 " RCP 30" RCP 15" RCP HW CONC SPREADER LEVEL SPREADERLEVEL R C P 15 " CB CB CB CB CB CB CB 18" RCP 18" RCP FES TOP=203.13' TOP=203.15' INV=199.11' INV=199.45' 15" RCP T O P = 2 0 4.9 5' HW CONC UNK END 2 4 " HDP E 2 4 " HDP E 30" RCP 30 " RCP 30" RCP 15" RCP 18 " RCP FES TOP=202.14' INV=198.91' TOP=202.13' 18" RCP TOP=207.15' TOP=207.79' FES HW CONC IN V = 19 9.7 5' INV=198.93' INV=198.71' INV=198. 22' INV=196.14' INV=196. 23' INV=196.18' INV=198.93' INV=196.83'INV=196.80' INV=196.74'INV=199.65' INV=197. 72' INV=199.08' INV=197.51' INV=198.66' INV=194.53' INV=204.71' INV=204.24' INV=204.44' SPREADER LEVEL SPREADERLEVEL R C P 15 " RETAIN SYSTEM RETAIN SYSTEM RETAIN SYSTEM RETAIN SYSTEM PROCESS SO SHOWN FOR INFORMATION ONLY. MATCH NCTA PLANS. ROW ACQUISITIONS IN NOTE: ROW AND EASEMENTS FOR Y30B FOR -Y30F- CURVE DATA SEE SHT. 3A-2 20' DR PROCESS SO SHOWN FOR INFORMATION ONLY. MATCH NCTA PLANS. ROW ACQUISITIONS IN NOTE: ROW AND EASEMENTS FOR Y30B FOR -Y30F- CURVE DATA SEE SHT. 3A-2 N A D 8 3 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 M A TC H LIN E S E E S H EET 3 9 LOOP DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 7 : 10 P M WJN WJO S H K 27 0 270 280 280 280 280 280 280 280 280 280 280 28 0 280 2 8 0 280 280 280 280 280 290 290 290 290 290 290 290 290290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 300300 300300300 300 300 300 300 300 300300 300 300 300300 300 300 300 300 300 300 300 300 300 300 300300 300 300 3 0 0 300 300 300 300300 300300 300 300 300 300 310310 3 10 310310 310 310 310 310 310 3 10 310 310 310 310 310 310 310 310 310 310 310 310 310 310 3 10 310 310 310 310 310 310 310 310 310 3 10 310310 310 310 310 320 320 320 320 320 320 320 320 320 320 320 320 320 3 2 0320 320 320 320 320 320 3 2 0 320 320 320 320 3 2 0 320 3 2 0320 320 320 I-87/US64/US264 SR 2516 HODGE RD SR 2515 OLD FAI SON RD TL-3 IA-MASH TL-3 IA-MASH GUIDERAIL AU PROP. CABLE 38 R-2829B N A D 8 3 SEE SHEET 2120+00.00 -Y31RPB- STA. MATCHLINE ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 M A TC H LIN E S EE S H E E T 3 8 S E E S H E E T 2 1 S T A. 3 2 + 0 0.0 0 M A T C H LI N E - Y 3 1 R P B D- c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 110 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s . d g n j e f f r e y . k i n g PLANS 0 GRAPHIC SCALE HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 6 / 2 / 9 9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 100502550 3 / 2 7 / 2 0 2 4 2 :4 7 : 19 P M S S MTL MTL S MTL 8' SOIL S OI L H T R 12' BST 12' BST 11' BST 12' BST 12' BST EOT EOT EOT EOT MTL MTL CONC MTL MTL MTL EOT EOT CABLE CABLE CABLE US 64 / 264 EBL 36' CONC EOT I-540 ON RAMP VAR CONC 36" C&G 36" C&G MTL 35' CONC 35' CONC MTL MTL MTL BE AVER DAM GRASS BST BST BST BST BST BST BST BST BST BST BST BST BSTSHOULDER BERM GUTTER BST SHOULDER BERM GUTTER SHOULDER BERM GUTTER GRASS BST BST BST BST BST 32' CONC BST BST BST CONC MEDIAN BARRIER VEGETATION GRASS I495 WB/US 264 WB/US 64 WB 47' CONC I495 WB/US 264 EB/US 64 EB 47' CONC 23' CONC 8' MON MON MON MON MON MONEIPEIPEIPEIPEIP EIP EIP EIP EIP EIP MO N MON N 0 8 °4 5 '5 9 " E 14 7 .2 4 ' EXISTING R/ W S 82°37'42" W 654.08' S 82°37'42" W 209.32' S 82°37'42" W 159.87' S 82°37'42" W 53.35' S 82°37'42" W 676.15' S 0 6 ° 3 8' 2 7 " E 5 2 4 . 3 5' N 2 0°16'5 0 " W 6 3 2.0 8' S 30°34'03" E 827.45' N 42°07'25" W 1008.22'N 2 0 °5 2'4 7 " W 8 0 2.18' N 2 0 °5 2'4 7 " W 116.2 0' EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W N 40°09'11" W201.78'N 49°46'36" E140.32'N 40°09'37" W242.34'S 2 0 ° 19'17" E 5 3 6. 14' N 61°32'10" E 162.00' S 1 4 ° 0 2' 3 8 " E 1 2 2. 2 3' N 83°22'21" E 139.02' N 0 6 ° 5 9' 4 7 " W 5 6 . 8 5' S 0 6 ° 3 5' 4 2 " E 3 2 9 . 5 3' N 83°35'08" E 256.26' EXISTING R/W EXISTING R/ W EXISTING R/W EXISTING R/W EIP T O R/ W 0.86' EIP T O R/ W 0.2 6' R/ W T O E I P 0 . 17' R/W TO EIP 1.28' R/ W T O EIP 0 .92 ' EXISTING R/W MON MON EIP WJM WJP WJP SHH S H P SHPNC DEPARTMENT OF TRANSPORATION DB 9494 PG 2491 NCDOT PROJECT 8.1402205 (R-2547BB) BM 2018 PG 2207 DB 15855 PG 1065 WIL BK 12-E PG 3410 JAMES E & GRAHAM E RICHARDSON JAMES E & GRAHAM E RICHARDSON WIL BK 12-E PG 3410 DB 15855 PG 1065 BM 2018 PG 2207 NC DEPARTMENT OF TRANSPORATION NCDOT PROJECT 8.1402205 (R-2547BB) DB 9494 PG 2491 HODGE ROAD PROPERTIES,LLC BM 2016 PG 1625-1629 DB 16548 PG 1456 BM 2017 PG 1886-1890 MINA A TORSHIZI ABRAHIM A & MARYAM Z SOMEDEL & DB 17069 PG 2075 BM 2017 PG 2484 JOYCE C LILES WILL BK 13-E PG 2017 BM 2017 PG 2484 E TART JR DEBORAH J & MELTON WILL BK 494 PG 00-E- BM 2014 PG 652 DEBORAH J & MELTON E TART JR WILL BK 737-E PG ? DB 2282 PG 342 BM 2014 PG 652 JOYCE C LILES WILL BK 13-E PG 2017 DB 2282 PG 343 BM 2017 PG 2484 JOYCE C LILES WILL BK 13-E PG 2017 DB 2282 PG 343 BM 2017 PG 2484 JOYCE C LILES WILL BK 13-E PG 2017 BM 2017 PG 2484 TRAN S P ORTATION O F DEP ARTMENT N C TRANSPORTATION OF DEPARTMENT NC PG 2314 DB 8773 PG 377 BM 1973 230 230 230 230 230 230 23 0 230 240 240 240 240 240 240 240 240 240 240 240 2 4 0 2 4 0 240 240 240 240 240 240 240 24 0 240 2 4 0 240 2 4 0 240 240 2 4 0 240 240 2 4 0 240 2 4 0 240 240 2 4 0 240 240 240 250 250 250 250 250 250 250 250 250 250 250 250 2 50 250 250 2 5 0 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 25 0 250 250250 250 250 250 250 250 2 5 0 250 250 260 260 26 0 260 26 0 260 260 260 260 260 260 260 260 260 260 260 260 260 2 6 0 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260260 260 260 260 260 260 260 260 260 260 260 260260 260260 260 260 260 260 260 26 0 260 260 260 260 260 260 270 270 270 270 270 270 2 7 0 270 270 270 270 270 270 270 2 7 0 270 270 270 270 270 270 270 270 270 2 7 0 270 270 270 270 270 270 270 270 270 270 270 27 0 270 270 270 270 270 270270 270 270 270 2 7 0 270 270 270 270 270 270 27 0 270 270 270 270 270 270 270 270 270 270 270 270 270 270 27 0 270 270 270 270 270 270 270 270 270 270 270 2 7 0 270 270 2 8 0 280 280 280 280 280 2 8 0 280 280 280 280 280 280 280280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 2 80 280 280 2 8 0 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 29 0 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 2 9 0 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 2 9 0 290 290 290 290 290 290 290 29 0 290 290 290 2 90 290 290 300 300 300 300 300 300 3 0 0 300 300 300 300 300 300 300 300300300300 300 300 300300300 300300300 300 300 300 300 300 300 300 300 300 300 3 00 300 300 300 300 300 300 300 300 300 300 300 300 300 310310310310310 3 10 310 310 310 310 310 310 310 310 310 310 310 3 10 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310 310310 310 310 310 310 310 310 310 310 310 310 3 10 310 320 320 320 320 320 3 20 320 3 2 0 320320320320 320 320 320 15+00 20+00 25+00 30+00 30+00 35+00 40+00 45+00 50+00 -Y31-POT Sta. 29+67.24 -Y31-PC Sta. 39+53.43 15+0 0 20+00 20+00 -Y31- -Y31- GREU TL-3 GREU TL-3 CAT-1 TL-3 IA-MASH 0 5 06 0 7 08 08 TL-3GREU 040 302 (E X.) 02 GUIDERAIL AU PROP. CABLE 3501 3502 3503 3504 3118 3118 3119 3119 3120 3121 3115 3114 2204 C C C F F C C F F C C F F C C F F F F F C F FF F F F F F F F F F C F F -Y31RPBD-SC Sta. 13+54.34 -Y31RPBD-CS Sta. 15+70.70 -Y31RPBD-ST Sta. 17+50.70 -Y31RPBD-TS Sta. 23+43.58 -Y31RPBD-SC Sta. 25+23.58 -Y31RPBD-PCC Sta. 31+31.91 OFF=57.85' RT -Y31-POT Sta. 32+37.67 -Y31RPBD-ST Sta. 11+74.34= -Y31RPB-POT Sta. 10+00.00 -Y31RPB-TS Sta. 10+47.16 -Y31RPB-SC Sta. 12+47.16 -Y31RPB- -Y31RPB- -Y31RPBD- -Y31RPBD- HH MTR HH HH 48 FO 48 FO 48 FO 48 FO 48 FO 48 FO 48 FO 39 FOR -Y31RPB- PROFILE SEE SHT. 77FOR -Y31RPBD- CURVE DATA SEE SHT. 3A-2 FOR -Y31RPB- CURVE DATA SEE SHT. 3A-2 R-2829B ELB ELB SEE DETAIL AG LAT. 3' BASE DITCH SEE DETAIL A LAT. 2' BASE DITCH CL B RIP RAP SEE DETAIL AG LAT. 3' BASE DITCH SEE DETAIL E LAT. 5' BASE DITCH CL B RIP RAP CONC CONC CONC CONC CONC CONC HW CONC CONC 15 " CMP 2 4 " RC P 30" RCP 15 " R C P 30" RCP 15 " R CP 3 0 " R CP 30" RCP 15 " CMP 15 " C M P 15 " R C P 15" RCP 6 0 " R C P HW/WW CONC DI DI DI DI DI CONC CONC CONC CONC CONC CONC DI HW CONC CONC DI 15 " CMP INV=297.02' INV=281.81'TOP=284.36' INV=281.73' 2 4 " RC P 18 " R CP INV=279.97' INV=281.07' INV=279.63' 30" RCP TOP=286.06' DI DI TOP=283.90' INV=281.55' 15 " R C P 30" RCP INV=271.57' INV=272.62' INV=271.50'INV=272.84' TOP=279.20' DI 15 " R CP UNK END INV=261.26' TOP=266.80' INV=261.27' 3 0 " R CP INV=258.83' TOP=264.31'INV=258.67' 30" RCP INV=258.39' 15 " CMP INV=256.84' TOP=268.13' INV=265.38' 15 " C M P DI DI INV=268.85' INV=242.49' 15 " R C P TOP=256.47' INV=253.77' TOP=257.43' INV=247.62'INV=247.47' 1 8 " R C P INV=243.50' INV=268.97' TOP=271.79' 15" RCP INV=277.58' TOP=280.61' 6 0 " R C P HW/WW CONCINV=233.41' DI TOP=255.04' INV=252.66' INV=274.14' TOP=277.34' DI 2 4" R C P R E T AI N RETAIN RETAIN RETAIN RETAIN RETAIN RETAIN RETAIN RETAIN RETAIN DI RETAIN DI RETAIN DIRETAIN DI RETAIN DI RETAIN RETAIN RETAIN RETAIN DI REM O VE REMOVE DI RETAIN DI RETAIN DI R E T AI N RETAIN DI RETA IN RETAIN REMOVE DI 2GI COLLAR 18" RCP-III 2GI2GI 15" 15" RCP-III JB w/MH 1 5 " R C P - I I I RE M O V E 2GI RETAIN 2 ELBOW S 15" REMOVE DI REMOVE DI 8:1 12' PS 12' PS 4' PS 2 8 ' 2 8 ' 300' TAPER 4' PS 9.67' PS PROP. SBG +50.00 -Y31RPBD- END SBG PROP. SBG 9.67' PS PROP. GUARDRAIL 12' PS 8:14' PS 12' PS 8:1 14' PS PROP. GUARDRAIL 14' PS 12' PS 4' PS 4' PS +38.53 -Y31RPBD- BEGIN SBG +75 .0 0 4' PS16'8:1 T YP. 25'+ 72 .18 & SBG GUARDRAIL TIE TO EX. EX. SBG REMOVE -Y31RPB- STA. 12+79.02 END CONCRETE, BEGIN ASPHALT 8:18:1 E XIS T EX. GUARDRAIL REMOVE 2 2 .59' 12 .95 ' EXIST EXIST 12.58' EX. GUARDRAIL REMOVE PROP. GUARDRAIL 12' PS 14' PS N A D 8 3 SHEET 21 STA. 35+00.00 SEE MATCHLINE -Y31FLYDB- S H E E T 4 1 S TA . 2 4 + 5 0 . 0 0 S E E M A T C H LI N E - Y 3 1 R P D - SH E E T 21 STA . 54+00.00 SE E M A T C H L INE -Y 31R PD - S H EET 21 S T A. 25+50.00 S EE M A T C H LI N E - Y31 RP C- ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 110 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s . d g n j e f f r e y . k i n g PLANS 0 GRAPHIC SCALE HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 6 / 2 / 9 9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 100502550 3 / 2 7 / 2 0 2 4 2 :4 7 : 2 7 P M S MTL S MTL S OIL 10' SOIL 3 0" C&G 30" C&G 12' BST CONC MTL S R 2601 C LIF T O N R D 19' B S T MTL S CONC11' BST MTL MTL MTL CABLE CABLE I-540 ON RAMP 15' CONC S R 2 6 0 1 C LIF T O N R D 19' B S T 12' BST 12' BST 12' BST 12' BST MTL MTL EOT CABLE S SHOULDER BERM GUTTER SHOULDER BERM GUTTER BST BST BST BST BST BST BST BST BST BST BST BST SHO U LDER BERM G UTTER SHOULDER BERM GUTTER SHOULDER BERM GUTTER 15' CONC 15' C O N C GRASS US 264 WB/US 64 WB/KNIGHTDALE BYPASS 35' CONC US 264 EB/US 64 EB/KNIGHTDALE BYPASS 47' CONC VEGETATION VEGETATION US 264 EB/US 64 EB/KNIGHTDALE BYPASS 35' CONC US 264 WB/US 64 WB/KNIGHTDALE BYPASS 35' CONC MON MON MON MON MON M O N MON MON MON MON MON EIP EIP EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W E XIS TIN G R/ W E XIS TI N G R/ W E XISTIN G R/ W E XIS TIN G R/ W EX ISTIN G R/W E XIS TING R/ W WOODS WOODS WJJ (1) SHL JOYCE C LILES WILL BK 13-E PG 2017 DB 1665 PG 183 DB 3021 PG 245 BM 1942 PG 119 HOPE HILL INC DB 11098 PG 1303 DB 10595 PG 534 BM 1991 PG 1327 JOYCE C LILES WILL BK 13-E PG 2017 DB 3021 PG 245 DB 1665 PG 183 BM 1942 PG 119 RAMON A MEJIA DB 17405 PG 699 BM 2019 PG 339 TERRY L & RANDALL H & TIMOTHY C FERRELL WILL BK 12-E PG 2927 DB 15657 PG 540 DB 1643 PG 18 220 220 220 220 220 220 220 220 220 22 0 220 220 220 2 20220 220 220 2 2 0 2 2 0 220 220 2 2 0 2 2 0 220 2 2 0 2 20 220 220 230 2 3 0 230 230 230 230 230 2 3 0 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 23 0 230 2 3 0 230 23 0 230 230 230 230 230 230 2 3 0 2 3 0 230 230 230 230 230 230 230 230 230 230 230 230 230 230230 2 3 0 2 3 0 230 23 0 230 240 240 240 240 240 240 240 240 240 240 240 240 2 40 240 2 4 0 240 240 240 2 4 0 2 40 240 240 240 240 240 240 240 240 240 240 240 240 240 2 40 240 240 240 240 240 240 240 240 2 4 0 240 2 4 0 240 240 240 2 4 0 2 4 0 24 0 240 2 4 0 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 240 2 4 0 240 2 4 0 240 240 240 240 240240 240 240 240 240 2 4 0 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 2 50 250 250 2 5 0 250 250 2 5 0 250 250 250 250 250 250 25 0 250 2 5 0 2 50 250 250 250 250 250 250 250 250 250 250 2 5 0 2 5 0 250 250 250 2 5 0 250 250 250 2 50 250 250 2 50 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 25 0 2 5 0 250 250 250 250 250 260 260 260 260 260 260 260 260 260 260 2 60 2 6 0 260 260 260 260 260 2 6 0 260 260 260 260 260 260 260 260 260 260 2 6 0 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 260 26 0 260 260 260 260 26 0 260 260 260 260 260 260 260 260 260 260 2 6 0 260 260 2 6 0 260 260 2 6 0 260 260 260 260 260 260 260 260 260 260 260 26 0 260 260 260 270 270 270 270 270 270 270 270 270 270 2 7 0 270 2 7 0 270270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 270 280 280 280 280 280 280 280 280 280 280 290 290 35+00 70+00 75+00 80+00 85+00 90+00 95+00 20+00 25+00 30+00 -Y31- -Y31- 30+00 35+00 10+0015+00 25+00 30+00 35+00 40+00 45+00 5 0 + 0 0 TYPE B-77 TL-3IA-MASH B-77TYPE GREU TL-3 CAT-1 07 06 B-77TYPE B-77TYPE 0 20 30 40 5 0 40 30 20100 010 20 30 40 50 6 0 3 0 4 0 6 B-77 TYPE CAT-1 0 60 7 GREU TL-3 0 2 GREU TL-3 0 2 0 3 0 4 0 2 0 1 0 0 0 1 0 2 0 3 0 40 50 6 0 2 TES TES 0 3 0 2 0 3 0 2 GREU TL-3 GREU TL-3 3125 3127 3122 3123 C F F F F F F F F C C F F C C C C C F F F C C C F F C C C C C F F F F F C C C C C F F F C C F F F F F F FF F F F F F C F FF C CC F FF F -Y31RPC-CS Sta. 35+69.48 OFF=70.04' RT -Y31-POT Sta. 79+08.51 -Y31RPC-ST Sta. 38+69.48= -Y31FLYDB-SC Sta. 24+38.24 -Y31FLYDB-SRS Sta. 22+88.24 -Y31FLYDB-CS Sta. 21+38.24 -Y31FLYDB-SC Sta. 18+30.61 -Y31FLYDB-TS Sta. 16+80.61 -Y31RPC- -Y31RPC- -Y31FLYDB- -Y31- Sta. 66+95.87 -Y31FLYDB-POC Sta. 34+90.99= -Y31FLYDB- CS Sta. 13+53.32 -Y31FLYDB- ST Sta. 15+03.32 -Y31FLYDB-POT Sta. 7+74.67= -Y31-POT Sta. 93+43.34 OFF=58.07LT -Y31FLYDB- SC Sta. 9+24.67 - Y31 RP D- -Y31RPD-PCC Sta. 37+14.18 -Y31RPD-SC Sta. 32+41.96 -Y31RPD-ST Sta. 25+83.39 -Y31RPD-TS Sta. 30+91.96 -Y31RPD- -Y31FLYDB- HH HH MTR 48 FO 48 FO 48 FO 48 FO MTR 48 FO 40 FOR -Y31RPC- PROFILE SEE SHT. 79 FOR -Y31RPD- PROFILE SEE SHTS. 80 & 81 FOR -Y31FLYDB- PROFILE SEE SHT. 82FOR -Y31FLYDB- CURVE DATA SEE SHT. 3A-2 FOR -Y31RPD- CURVE DATA SEE SHT. 3A-2 FOR -Y31RPC- CURVE DATA SEE SHT. 3A-2 R-2829B ELB ELB ELB ELB GRADE TO DRAIN ELB ELB CL II RIP RAP SEE DETAIL T SP. CUT 2' BASE DITCH SEE DETAIL T SP. CUT 2' BASE DITCHSEE DETAIL E LAT. 5' BASE DITCH SEE DETAIL B LAT. 5' BASE DITCH SEE DETAIL W TOE PROTECTION SEE DETAIL W TOE PROTECTION SEE DETAIL W TOE PROTECTION SEE DETAIL W TOE PROTECTION SEE DETAIL A LAT. 2' BASE DITCH SEE DETAIL A LAT. 2' BASE DITCH CL B RIP RAP CL B RIP RAP CL B RIP RAP CL B RIP RAP CL B RIP RAP SEE DETAIL I STD. 2' BASE DITCH SEE DETAIL E LAT. 5' BASE DITCH SEE DETAIL A LAT. 2' BASE DITCH CL B RIP RAP CL II RIP RAP CL I RIP RAP SEE DETAIL A LAT. 2' BASE DITCH CL B RIP RAP CL I RIP RAP CL II RIP RAP CL B RIP RAP CL B RIP RAP SEE DETAIL E LAT. 5' BASE DITCH ( Not to Scale) Elevation Natural Bed -Y31RPC- STA. 37+60 RT Ground Natural Ground Natural (Variable) Channel Bed PIPE OUTLET CHANNEL STABILIZATION DETAIL 2' Type of Liner= CL II Rip-Rap - Keyed-In Length= 24 Ft. (TYP) a Minimum of 1ft Tuck Geotextile in Locations Directed by Engineer *Place Geotextile Under Riprap Geotextile* ( Not to Scale) Elevation Natural Bed -Y31RPD- STA. 40+00 RT Ground Natural Ground Natural (Variable) Channel Bed PIPE INLET CHANNEL STABILIZATION DETAIL 20' Type of Liner= CL II Rip-Rap - Keyed-In Length= 20 Ft. (TYP) a Minimum of 1ft Tuck Geotextile in Locations Directed by Engineer *Place Geotextile Under Riprap Geotextile* STABILIZATION DETAIL SEE INLET CHANNEL STABILIZATION DETAIL SEE OUTLET CHANNEL DI DI DI DI DI DI CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC 15" R CP 2 4 " R CP 2 4 " R C P 15 " RC P 2 4 " R C P 24" RCP 15" RCP 15 " RCP 15 " RCP 15 " R C P 15 " R C P 15 " R C P 1 5 " R C P 15 " R C P 2 4" RC P 9'X6' RCBC 2 4 " C MP CUL3 CUL4 CE2 HW2 HW1 CE1CUL2 CUL1 8" CONC WW 8" CONC WW 8" CONC WW 8" CONC WW 15" CONC HW DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC 15" R CP TOP=238.92'INV=236.28' INV=235.89' TOP=243.04' INV=231.87' INV=231.83' INV=227.95' 2 4 " R CP 2 4 " R C P 15 " RC P 2 4 " R C P TOP=251.39' INV=248.74' TOP=251.19' INV=248.44' INV=248.05' INV=247.59' 24" RCP TOP=251.57' INV=246.23' INV=246.40'INV=244.12' TOP=248.76' INV=244.08' HW/WW CONC HW/WWCONC 15" RCP 15 " RCP 15 " RCP INV=248.06' TOP=252.87' INV=239.30'INV=247.66' TOP=249.59' INV=247.17' INV=246.82' INV=246.79' TOP=250.25' 15 " R C P 15 " R C P TOP=258.19' INV=255.89' INV=255.11' 18" RCP INV=255.14' INV=255.56' TOP=261.33' TOP=259.52' INV=256.38' 15 " R C P 1 5 " R C P INV=258.15' TOP=266.75' INV=261.60' INV=261.61' TOP=264.95' INV=261.76' 15 " R C P 2 4" RC P TOP=270.20' INV=267.53' TOP=272.10' INV=266.88' INV=266.76' INV=266.34' 18" RCP INV=264.40' CUL1 CUL2 CE1 HW1 9'X6' RCBC HW2 CUL3 CE2 CUL4 2 4 " C MP INV=229.17' RETAIN HW 36" WELDED STEEL TRENCHLESS INSTALLATION PLUG PLUG PLUG PLUG REMOVE DI RET AIN RETA IN RETAIN DI RETAIN DI RETA IN REMOVE DI COLLAR AND EXTEND REMOVE REM O VE REMOVE DI REMOVE DI REMOVE DI REMOVE REMOVE DI PLUG PLUG RETAIN REMOVE DI RETAIN DI REMOVE DI RETAIN DI R E T AI N RETAIN DI RETAIN RETAIN REMOVE DI PLUG FLOWABLE FILL PLUG REMOVE DI PLUG FLOWABLE FILL PLUG COLLAR COLLAR 24 " RCP- III 1 5 " R C P-III COLLAR FS 15" RCP-III FLOWABLE FILL PLUG PLUG RETAIN 2GI 2GI 2GI2GI 2GI 2GI 2GI-A 2GI 2GI-A 2GI 2GI-A 2GI-A2GI-A 2GI 2GI 2GI FLOWABLE FILL 18 " RC P-III 15" RCP-III 15" RCP-III 15 " RC P- III 15 " RC P- III 15 " RC P - III 15" RCP-III 15" RCP-III 15" RCP-III TB 2GI 2GI 2GI 15" RCP-III 2GI 18" WELDED STEEL TRENCHLESS INSTALLATIO N 3 0 " RC P- V 2GI REMOVE DI 3 6 " R C P - I I I 15" RCP-III 2GI 2GI 15" RCP-III 15 " RC P- I II 18 " RC P - II I 30" RCP-III 2GI2GI 15" RCP-III 2GI 15" RCP-III 2GI 15" RCP-III 15" RCP-III 2GI FLOWABLE FILL PLUG PLUG JB w/MH 24" 24" RCP-III 2GI-D TB 2GI 2GI 2 E L B O W S 15" 2 ELBOWS 15" 2 ELBOWS 18" 18" RCP-III 1@9'x6' RCBCRETAIN AND EXTEND 1@9'x6' RCBC RETAIN AND EXTEND 2 ELBOWS 15" 24" RCP-III 30" RCP-III 36" RCP-III 36" RCP-III 42" RCP-III FS FS FS FS PROP. SBG 8:1 24' PROP. SFCB PROP. SFCB PROP. GUARDRAIL 4' PS 12' PS 2 4 ' PROP. GUARDRAIL 4' PS 4' PS 8:1 PROP. SBG 11.67' PS PROP. GUARDRAIL -Y31- +71.06 END SBG TYP. 25' PROP. GUARDRAIL PROP. GUARDRAIL 4' PS 12' PS 4' P S 12' P S PROP. SBG PROP. GUARDRAIL 11.67' PS12' PS 14' PS TYP. 25'8:18:1 12' PS 12' PS PROP. SBG 9.67' PS 9.67' PS 12' PS 12' PS +16.36 -Y31FLYDB- END SBG +50.00 -Y31FLYDB- BEGIN SBG PROP. DFCB PROP. DFCB PROP. WW FENCE P R OP. WW FE N CE PROP. WW FENCE TYP. 25' 12' PS 12' PS 8:1 -Y31FLYDB- STA. 33+35 +/- BEGIN BRIDGE -Y31FLYDB- STA. 33+12 +/- BEGIN APPROACH SLAB 4' PS 8:1 8:1 TYP. 25' -Y31RPC- STA. 33+51.85 END ASPHALT, BEGIN CONCRETE 1@9'x6' RCBC RETAIN AND EXTEND 1@9'x6' RCBC RETAIN AND EXTEND +18.63 -Y31RPD- END SBG TYP. 25' TYP. 25' EX. GUARDRAIL REMOVE EX. GUARDRAIL REMOVE EX. GUARDRAIL REMOVE EX. GUARDRAIL REMOVE EX. GUARDRAIL REMOVE EX. SBG REMOVE EX. GUARDRAIL REMOVE EX. SBG REMOVE GUIDERAIL TIE TO EX. EX. GUIDERAIL REMOVE PAVEMENT ASPHALT REMOVE EX. PAVEMENT CONCRETE REMOVE EX. PAVEMENT ASPHALT REMOVE EX. 4' PS 11.67' PS 4' PS 16' 8:1 +46.84 -Y31RPC- BEGIN SBG +03.53 -Y31RPC- END SBG PROP. DFCB 14' PS +57.86 -Y31RPD- BEGIN SBG 2 4 ' TYP. 25' 2 4 ' 12 ' 12 ' TYP. 25' 11.67' PS EX. FENCE REMOVE EX. FENCE REMOVE T O 51.34'V AR. 48.33' 12' PS14' PS 14' PS 4' PS 4' PS 12' PS 8:1 12' PS PROP. GUARDRAIL PROP. SBG 2 4 ' 12' PS 2 4 ' 2 4 ' 12' PS 300' TAPER 12 ' + 9 1.7 0 1500' ACCELERATION LANE 300' TAPER 12 ' + 9 1. 7 0 12 ' + 5 6 .2 3 11.67' PS 1083' ACCELERATION LANE EX. GUARDRAIL REMOVE E XIS T 12 ' N A D 8 3 S H EET 4 0 S TA . 2 4 + 5 0 . 0 0 S EE M A TC H LIN E - Y3 1RP D - S E E S H EET 4 2 M A TC H LIN E - Y3 1- S TA . 10 9 + 0 0 . 0 0 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 7 : 3 7 P M 11' BST 11' BST 11' BST 11' BST 8' SOIL 8' SOIL 8' SOIL CABLE CABLE CABLE R2829-16 BST BST BST BST US 264 WB/US 64 WB/KNIGHTDALE BYPASS 35' CONC US 264 EB/US 64 EB/KNIGHTDALE BYPASS 35' CONC MON MONEXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W WOODS TERRY L & RANDALL H & TIMOTHY C FERRELL WILL BK 12-E PG 2927 DB 15657 PG 540 DB 1643 PG 18 HOPE HILL INC DB 11098 PG 1303 DB 10595 PG 534 BM 1991 PG 1327 TERRY L & RANDALL H & TIMOTHY C FERRELL WILL BK 12-E PG 2927 DB 15657 PG 540 DB 1643 PG 18 270 27 0 270 270 270 270 270 270 270 270 270 280 280 280 280 280 280 280 280 280 280 280280 280 280 2 8 0 280 280 280 280280 280 280 280 2 80 2 8 0 2 8 0 280 280 280 280280 280 280 280 2 8 0 2 8 0 280 280 280 280 280 280 2 8 0 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 290 290 290 290 290 290 290 290 290 290 290 2 90 290 290 290290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 2 9 0 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 290 300 300 300 300 N A D 8 3 S H EET 4 0 S TA . 2 4 + 5 0 . 0 0 S EE M A TC H LIN E - Y3 1RP D - S E E S H EET 4 2 M A TC H LIN E - Y3 1- S TA . 10 9 + 0 0 . 0 0 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 95+00 100+00 105+00 -Y31-PC Sta. 107+57.99 -Y31- 15+00 20+00 03 02 0 1 0 0 0 1 0 2 0 3 0 4 0 3 0 4 0 2 0 2 0 1 0 0 4 0 0 TL-3 IA-MASH 0 2 3123 3127 3127 C C C C C C C C C F F F FFC C C C C F C -Y31RPD-POT Sta. 12+79.77= OFF=57.91' LT -Y31RPD-SRS Sta. 18+99.39-Y31RPD-SC Sta. 20+49.39 -Y31RPD-CS Sta. 17+49.39 -Y31RPD-SC Sta. 14+29.77 -Y31RPD-CS Sta. 24+33.39 -Y31RPD- -Y31-POT Sta. 106+77.99 HH 48 FO 48 FO 41 R-2829B 41 SEE DETAIL A LAT. 2' BASE DITCH SEE DETAIL A LAT. 2' BASE DITCH SEE DETAIL S SP. CUT DITCH SEE DETAIL S SP. CUT DITCH SEE DETAIL A LAT. 2' BASE DITCH CL I RIP RAP CONC CONC CONC CONC CONC CONC HW/WW CONC 36" RCP 3 6 " RCP 15 " RCP DI DI DIDI DI DI CONC CONC CONC CONC CONC CONC INV=271.41' 18 " R C P 18" RCP 18 " R CP TOP=276.83' INV=271.01' INV=271.00' INV=271.00' TOP=282.00' INV=275.96' INV=275.77' TOP=278.98' INV=276.74'HW/WW CONC 36" RCP 3 6 " RCP 18" RCP 15 " RCP INV=283.18' TOP=289.48' INV=281.60' INV=280.60' INV=280.70' INV=278.20' INV=287.46' INV=287.53' TOP=292.95' TOP=290.30' INV=287.72' RETAIN RETAIN DI RETAIN DI RETAIN RETAIN RETAINRETAIN DI RETAIN DI REMOVE DI FLOWABLE FILL REMOVE HW COLLAR HW COLLAR 36" RCP-III 36" RCP-III PLUG PLUG FLOWABLE FILL REMOVE DI PLUG FLOWABLE FILL PLUG FOR -Y31RPD- PROFILE SEE SHT. 81FOR -Y31RPD- CURVE DATA SEE SHT. 3A-2 4' PS 12' PS 2 4 ' 14' PS PROP. WW FENCE PROP. WW FENCE TYP. 25' 8:1 12' PS 4' PS TYP. 25' PROP. DFCB 14' PS PROP. DFCB 12 '2 4 '12' PS 12 ' 300' TAPER EX. FENCE REMOVE 12' PS 12' PS + 9 2 .12 900' TAPER1500' ACCELERATION LANE 12 '12 ' FOR -Y31RPD- PROFILE SEE SHT. 81FOR -Y31RPD- CURVE DATA SEE SHT. 3A-2 N AD 8 3 M A TC H LIN E - Y3 1- S TA . 10 9 + 0 0 . 0 0 S E E S H EET 4 1 SEE SH EET 4 3 M ATC H LIN E -Y3 1- STA. 12 2 + 0 0 .0 0 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 7 : 4 4 P M 11' BST 11' BST 11' BST 11' BST 1 S B K D S R 2049 B E T H LE H E M R D 21' B S T M T L MT L S R 2049 B E T H L E H E M R D 21' B S T MT L M T L MTL MTL MTL CABLE S CABLE 12' BST 12' BST 12' BST 12' BST CABLE S R2829-17 GRASS BST BST BST BST S H O U L D E R B E R M G U T T E R S H O U L D E R B E R M G U T T E R S H O U L D E R B E R M G U T T E R S H O U L D E R B E R M G U T T E R US 264 WB/US 64 WB/KNIGHTDALE BYPASS 35' CONC US 264 EB/US 64 EB/KN IGHTDALE BYPASS 35' CONC CONC MEDIAN BARRIER S S MON MON MON EIP EIP E XI S TI N G R/ W E XIS TIN G R/ W E XISTIN G R/ W N 89°43'15" E 204.56' E XIS TIN G R/ W EXISTING R/W EXISTING R/W POND PAAA (Non-JD) TERRY L & RANDALL H & TIMOTHY C FERRELL WILL BK 12-E PG 2927 DB 15657 PG 540 DB 1643 PG 18 PATRICK BOBO DB 8153 PG 353 CAROLYN MARTINSON DB 5467 PG 131 BM 1991 PG 1303 CAROLYN N MARTINSON BM 1991 PG 1303 DB 5467 PG 131 HOPE HILL INC DB 11098 PG 1303 DB 10595 PG 534 BM 1991 PG 1327 280 280 290 290 290 2 9 0 290 2 9 0 2 9 0 290 290 290 290 290 290 290 290 290 290 290 290 290 290 2 9 0 290290 29 0 290 2 90 290290 290 290 290 290 300 300 300 300 300 300 300 300 300 3 0 0 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 30 0 300 300 3 00 300 300 300 300 3 00 3 00 300 300 300 300 300 300 30 0 300 3 0 0 300300 310 310 310 310 3 10 310 310 310 3 1 0 310 310 310 310 310 310 310 310 310 310 310 310310 310 3 2 0 320 320 320 320 320 WSE=289.1' POND WSE=289.1' POND 110+00 115+00 120+00 -Y31- GREU TL-3 CAT-1 3123 4101 3127 4102 4103 C C C C C C C C F F F F HH MTR 48 FO 48 FO 42 R-2829B SEE DETAIL F BERM 5' BASE DITCH SEE DETAIL H BERM 5' BASE DITCH SEE DETAIL A LAT. 2' BASE DITCH SEE DETAIL S SP. CUT DITCH DI DI DIDI CONC CONC CONC CONC H W C O N C H W C O N C CONC CONC CONC CONC CMP 2 4 " 2 4 " R CP 15" RCP 15" CMP RCP 15" 15" CMP RCP15" 15 " RCP 24" RCP CMP 15" 3 0 " R CP C O N C B RID G E D E C K D I DI DI DI DI DI DI DIDI CONC CONC CONC CONC H W C O N C H W C O N C CONC CONC DI CONC CONC TOP=292.95' TOP=290.30' INV=291.28' TOP=292.58' INV=289.46' INV=289.54' TOP=294.58' INV=288.69' INV=290.09' CMP 2 4 " 2 4 " R CP 15" RCP TOP=294.74'INV=292.24' 15" CMP RCP 15" 15" CMP RCP15" IN V=307.30' I N V =317.01' IN V =317.23' T OP =320.44'T O P =320.28' IN V =317.30' IN V =317.26' T OP=319.51'T O P=318.90' IN V =316.34'IN V=316.28' INV=294.94' 15 " RCP 24" RCP TOP=291.26' INV=288.31' TOP=291.05' INV=284 .30' INV=284 .41' INV=284.82' TOP=288.59' INV=285.39' INV=285.63' CMP 15" INV=290.54' S E A T =313.48' S E A T=313.98' S E A T=314.92' S E A T =314.71' INV=288.26' 3 0 " R CP INV=286.74' C O N C B RID G E D E C K RETAIN RETAIN RETAIN DI RETAIN RETAIN RETAIN DI RETAIN RETAIN SYSTEM RETAIN SYSTEM RETAIN SYSTEM 2GI COLLAR 24" RCP-III 2 4"REMOVE REMOVE DI12' PS 12' PS 12 ' 12 ' 300' TAPER+ 0 0 .0 0 12' PS 14' PS 900' TAPER 12' PS PROP. GUARDRAIL 14' PS8:1 N A D 8 3 M A TC H LIN E - Y3 1- S TA . 12 2 + 0 0 . 0 0 S E E S H EET 4 2 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. c :\ b m s \ i c e - e n g - p w- 0 1\ d m s 7 0 11 0 \ R - 2 8 2 9 B _ D R N _ P r e l i m i n a r y _ P l a n _ S h e e t s .d g n j e f f r e y .k i n g 8 / 17 / 9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 / 2 7 / 2 0 2 4 2 : 4 7 : 5 0 P M EOT EOT EOT EOT CABLE BST BST BST BST GRASS S MON EIP EIP EXISTING R/W EXISTING R/W S 0 4 ° 2 4' 2 2 " E 8 0. 3 9' N 18 °12 '5 5 " E 13 6 .3 9 ' MAYLON & AGNES BAKER DB 2064 PG 673 BM 1978 PG 394 DB 15539 PG 2428 GERALD & ANN AKLAND 280 280 280 28 0 280 2 8 0 280 280 280 280 280 280 2 8 0 2 8 0 280 280 280 280 280 280 280 280 2 80 280 280 280 280 280 280 280 290 2 9 0 290 290 290 290 290 2 9 0 290290 290 290 290290290 290 290 290290 290 290 2 90 2 9 0 290 290 290 290 290 290 290 290 29 0 290 290 290 290 290 290290 2 9 0 290 290 290 290 290 290 290 290290 290 290 290 290 290 290 290 290 290 290 300 300 300 300 300300 300 300 300 300 300 300 300 300300 300 300 125+00 -Y31-PT Sta. 125+42.51 -Y31- I-87/US64/US264 OLD F E R R E L R D TL-3 IA-MASH TL-3 IA-MASH GUIDERAIL AU PROP. CABLE GUIDERAIL AU PROP. CABLE 4105 4104 48 FO 43 R-2829B CONC CONC CONC CONC24" RCP 30" RCP 30" CMP DI CONC CONC DICONC CONC DI 24" RCP 30" RCP INV=284.30' TOP=288.59' INV=290.54' 30" CMP TOP=286.54' INV=281.78' INV=284.33' TOP=286.20' INV=280.61' TOP=288.79' INV=279.39' INV=281.93' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 7 : 0 6 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B (+)3.3674%(-)1.3621% EXIST. GROUND PROP. GRADE (+)3.3674% (-)1.3621% PI = 1194+15.00 EL = 380.75' VC = 1,500' K = 317 DS = 75mph EL. 350.44' -L- STA. 1185+15.00 BEGIN GRADE L STA 1198+38.21 301.38' RIGHT BM#12 ELEVATION = 381.70' PI = 1194+15.00 EL = 380.75' VC = 1,500' K = 317 PI = 1206+10.00 EL = 364.47' (-)1.3621%(-)0.3020% VC = 400' K = 377 EXIST. GROUND PROP. GRADE (-)0.3020% (-)1.3621% DS = 75mph DS = 80mph PI = 1214+00.00 EL = 362.09' VC = 320' K = 332 DS = 75mph - L- S t a . 12 0 3 + 8 9 .7 6 = - Y2 7 - S t a . 3 5 + 5 1.8 1 L STA 1198+38.21 301.38' RIGHT BM#12 ELEVATION = 381.70' 330 340 350 360 370 380 390 400 410 330 340 350 360 370 380 390 330 340 350 360 370 380 390 400 410 330 340 350 360 370 380 390 400 410 1199 1200 1201 1202 1203 1204 1205 1206 1207 1208 1209 1210 1211 1212 1213 1185 1186 1187 1188 1189 1190 1191 1192 1193 1194 1195 1196 1197 1198 1199 -L- -L- ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 FOR -L- PLAN SEE SHTS. 4 & 5 FOR -L- PLAN SEE SHT. 5 44 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 7 : 10 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B EXIST. GROUND PROP. GRADE PI = 1214+00.00 EL = 362.09' (-)0.3020%(-)1.2655% VC = 320' K = 332 PI = 1218+60.00 EL = 356.27' (-)1.2655% (-)2.3391% VC = 400' K = 373 PI = 1223+80.00 EL = 344.10' (-)2.3391%(-)1.2652% VC = 300' K = 279 DS = 80mph DS = 75mph DS = 75mph L STA 1220+20.70 411.31' RIGHT BM#15 ELEVATION = 360.96' EXIST. GROUND PROP. GRADE (-)3 .3950% PI = 1231+00.00 EL = 334.99' (-)1.2652% (-)3.3950% VC = 680' K = 319 DS = 75mph 320 330 340 350 360 370 380 390 400 410 320 330 340 350 360 370 380 280 290 300 310 320 330 340 350 360 280 290 300 310 320 330 340 350 360 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 270270 -L- -L- FOR -L- PLAN SEE SHTS. 5 & 6 1213 1227 1214 1215 1216 1217 1218 1219 1220 1221 1222 1223 1224 1225 1226 1227 1228 1229 1230 1231 1232 1233 1234 1235 1236 1237 1238 1239 1240 1241 FOR -L- PLAN SEE SHTS. 6 & 7 45 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 7 : 14 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B PI = 1254+40.00 EL = 255.55' (-)3 .3950%(+)0.3000% VC = 800' K = 217 EXIST. GROUND PROP. GRADE (- )3.3950% DS = 75mph L STA 1247+39.39 363.91' RIGHT BM#16 ELEVATION = 272.28' BAFFLES W/SILLS AND 2 @ 6'x8' RCBC PROP. CULVERT PI = 1267+84.00 EL = 259.58' (+)0.3000%(-)0.8892% VC = 400' K = 336 EXIST. GROUND PROP. GRADE (+)0.3000% PI = 1254+40.00 EL = 255.55' VC = 800' K = 217 DS = 75mph DS = 75mph L STA 1265+19.13 313.10' RIGHT BM#17 ELEVATION = 261.27' 230 240 250 260 270 280 290 300 310 320 230 240 250 260 270 280 290 210 220 230 240 250 260 270 280 290 300 210 220 230 240 250 260 270 280 290 300 -L- -L- FOR -L- PLAN SEE SHTS. 8 & 9 FOR -L- PLAN SEE SHTS. 7 & 8 1255 1255 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 12541253125212511250124912481247124612451244124312421241 1256 1257 1258 1259 1260 1261 1262 1263 1264 1265 1266 1267 1268 1269 46 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 7 : 18 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B EXIST. GROUND PROP. GRADE (-)0.8892% PI = 1267+84.00 EL = 259.58' VC = 400' K = 336 DS = 75mph - L- S ta . 12 7 6 + 0 9 .17 = - Y2 8 - S t a . 18 + 6 6 .7 1 -L- STA. 1276+61 +/- END BRIDGE -L- STA. 1275+61 +/- BEGIN BRIDGE VE R T . C L. 15 ' - 6 " MIN . PI = 1279+40.00 EL = 249.30' (-)0.8892% (-)2.7201% VC = 700' K = 382 DS = 75mph L STA 1287+68.10 368.51' RIGHT BM#18 ELEVATION = 176.21' 3 @ 7'x8' RCBC CULVERT PROP. EL. 223.19 -LB- STA. 1288+76.82 -L- STA. 1289+00 = PROFILE EQUALITY (-)2.7201% (-)2.7201% (-)2.7201% PI = 1297+70.00 EL = 198.90' VC = 700' K = 224 DS = 75mph EL. 223.19 -LB- STA. 1288+76.82 -L- STA. 1289+00 = PROFILE EQUALITY EXIST. GROUND PROP. GRADE - Y2 8 C - S ta . 13 + 14 .5 4 - LB - S ta . 12 9 1+ 8 3 .8 2 = 2@14'x12' CULVERT PROP. (-)2.7201% 200 210 220 230 240 250 260 270 280 290 200 210 220 230 240 250 260 160 170 180 190 200 210 220 230 240 250 160 170 180 190 200 210 220 230 240 250 1283 1284 1285 1286 1287 1288 1289 1290 1291 1292 1293 1294 1295 1296 1269 1270 1271 1272 1273 1274 1275 1276 1277 1278 1279 1280 1281 1282 1283 -L- -L- ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 FOR -L- PLAN SEE SHTS. 9 & 10 47 FOR -L- PLAN SEE SHT. 10 FOR -LB- PLAN SEE SHT. 11 1289 -LB- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 7 : 2 2 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B PI = 1297+70.00 EL = 198.90' (-)2.7201%(+)0.4042% VC = 700' K = 224 PI = 1308+20.00 EL = 203.14' (+)0.4042%(-)1.0455% VC = 460' K = 317 DS = 75mph DS = 75mph EXIST. GROUND PROP. GRADE PI = 1313+10.00 EL = 198.02' (-)1.0455%(+)0.4654% VC = 320' K = 212 PI = 1320+56.00 EL = 201.49' (+)0.4654%(-)1.6364% VC = 800' K = 381 (-)1.0455% (-)1.6364% DS = 75mph DS = 75mph PI = 1308+20.00 EL = 203.14' VC = 460' K = 317 DS = 75mph EXIST. GROUND PROP. GRADE -LB- STA. 1313+90 +/- BEGIN BRIDGE SEWER LINES CITY OF RALEIGH EL. 198.53 LOW POINT@ -LB- STA. 1313+71.43 - Y2 8 A- S T A. 10 + 4 0 .4 1 - LB - S T A. 13 16 + 2 3 .7 8 = NEUSE RIVER 1311 1312 1313 1314 1315 1316 1317 1318 1319 1320 1321 1322 1323 1324 1297 1298 1299 1300 1301 1302 1303 1304 1305 1306 1307 1308 1309 1310 160 170 180 190 200 210 220 230 240 250 160 170 180 190 200 210 220 140 150 160 170 180 190 200 210 220 140 150 160 170 180 190 200 210 220 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 48 -LB- -LB- FOR -LB- PLAN SEE SHTS. 11 & 12 FOR -LB- PLAN SEE SHTS. 12 & 13 1310 1296 130130 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 7 : 2 6 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B PI = 1330+35.00 EL = 185.47' (-)1.6364%(-)0.3025% VC = 300' K = 225 (-)1.6364% (-)0.3025% DS = 75mph PI = 1320+56.00 EL = 201.49' VC = 800' K = 381 DS = 75mph EXIST. GROUND PROP. GRADE -Y29- Sta. 32+41.64 -LB- Sta. 1337+44.77= -LB- STA. 1329+60 +/- END BRIDGE LB STA 1327+46.26 362.03' RIGHT BM#20 ELEVATION = 167.79' PI = 1352+10.00 EL = 178.89' (-)0.3025% VC = 345' PI = 1352+10.00 EL = 178.89' (-)0.3025% VC = 345' K = 208 EXIST. GROUND (-)0.3025% PROP. GRADE DS = 75mph HINTON'S CREEK -LB- STA. 1345+30 +/- BEGIN BRIDGE -LB- STA. 1348+30 +/- END BRIDGE LB STA 1346+35.49 486.41' LEFT BM#23 ELEVATION = 159.76' 1339 1340 1341 1342 1343 1344 1345 1346 1347 1348 1349 1350 1351 1352 140 150 160 170 180 190 200 210 220 230 140 150 160 170 180 190 200 210 220 230 1325 1326 1327 1328 1329 1330 1331 1332 1333 1334 1335 1336 1337 1338 150 160 170 180 190 200 210 220 230 240 150 160 170 180 190 200 210 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 49 -LB- FOR -LB- PLAN SEE SHTS. 13 & 14 -LB- FOR -LB- PLAN SEE SHT. 14 1338 1324 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 7 : 3 0 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B EXIST. GROUND PROP. GRADE (+)1.3526% PI = 1352+10.00 EL = 178.89' VC = 345' K = 208 DS = 75mph (+)1.3526% (-)0.3025% PI = 1370+00.00 EL = 203.10' (+)1.3526%(+)3.3250% VC = 420' EXIST. GROUND PROP. GRADE PI = 1370+00.00 EL = 203.10' (+)1.3526%(+)3.3250% VC = 420' K = 213 DS = 75mph (+)3.3250% PI = 1381+80.00 EL = 242.34' VC = 1,600' K = 314 DS = 75mph (+)1.3526% LB STA 1372+09.41 327.05' RIGHT BM#24 ELEVATION = 201.96' 160 170 180 190 200 210 220 230 240 250 1353 1354 1355 1356 1357 1358 1359 1360 1361 1362 1363 1364 1365 1366 160 170 180 190 200 210 220 1367 1368 1369 1370 1371 1372 1373 1374 1375 1376 1377 1378 1379 1380 170 180 190 200 210 220 230 240 250 260 170 180 190 200 210 220 230 240 250 260 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 50 -LB- FOR -LB- PLAN SEE SHTS. 14 & 15 -LB- FOR -LB- PLAN SEE SHTS. 15 & 16 1366 1352 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 7 : 3 4 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B PI = 1381+80.00 EL = 242.34' (-)1.7625% VC = 1,600' EXIST. GROUND PROP. GRADE PI = 1381+80.00 EL = 242.34' (-)1.7625% VC = 1,600' K = 314 DS = 75mph (-)1.7625% PI = 1396+50.00 EL = 216.43' VC = 620' K = 221 DS = 75mph (+)3.3250%LB STA 1392+75.11 355.81' RIGHT BM#25 ELEVATION = 216.01' PI = 1396+50.00 EL = 216.43' (-)1.7625%(+)1.0483% VC = 620' PI = 1407+50.00 EL = 227.96' (+)1.0483% VC = 800' PI = 1407+50.00 EL = 227.96' (+)1.0483%(-)1.4861% VC = 800' K = 316 EXIST. GROUND PROP. GRADE DS = 75mph PI = 1396+50.00 EL = 216.43' (-)1.7625%(+)1.0483% VC = 620' K = 221 DS = 75mph 1395 1396 1397 1398 1399 1400 1401 1402 1403 1404 1405 1406 1407 1408 1381 1382 1383 1384 1385 1386 1387 1388 1389 1390 1391 1392 1393 1394 180 190 200 210 220 230 240 250 260 270 180 190 200 210 220 230 240 250 260 270 180 190 200 210 220 230 240 250 260 270 180 190 200 210 220 230 240 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 51 -LB- FOR -LB- PLAN SEE SHTS. 16 & 17 -LB- FOR -LB- PLAN SEE SHTS. 17 & 18 1394 1380 (BURIED 1.0') 1@6'x8' PROP. CULVERT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 7 : 3 8 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B PI = 1415+00.00 EL = 216.81' (-)1.4861%(+)1.0574% VC = 600' PI = 1420+80.00 EL = 222.95' (+)1.0574%(+)1.3347% VC = 240' PI = 1415+00.00 EL = 216.81' (-)1.4861%(+)1.0574% VC = 600' K = 236 PI = 1420+80.00 EL = 222.95' (+)1.0574%(+)1.3347% VC = 240' K = 866 EXIST. GROUND PROP. GRADE (-)1.4861% DS = 80mph DS = 80mph PI = 1407+50.00 EL = 227.96' VC = 800' PI = 1407+50.00 EL = 227.96' VC = 800' K = 316 DS = 75mph LB STA 1410+68.05 330.00' LEFT BM#26 ELEVATION = 234.80' (+)1.3347%(-)0.4523% PI = 1425+70.00 EL = 229.49' (+)1.3347%(-)0.4523% VC = 560' K = 313 EXIST. GROUND PROP. GRADE (-)0.4523% DS = 75mph - Y3 0 - S t a . 3 1+ 8 0 .7 0 (+)1.3347% VE R T . CL. 17 ' M IN . -LB- STA. 1425+77 +/- BEGIN BRIDGE -LB- STA. 1427+21 +/- END BRIDGE - LB - S ta . 14 2 6 + 5 3 .7 3 = 1409 1410 1411 1412 1413 1414 1415 1416 1417 1418 1419 1420 1421 1422 180 190 200 210 220 230 240 250 260 270 180 190 200 210 220 230 240 1423 1424 1425 1426 1427 1428 1429 1430 1431 1432 1433 1434 1435 1436 180 190 200 210 220 230 240 250 260 270 180 190 200 210 220 230 240 250 260 270 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 52 -LB- FOR -LB- PLAN SEE SHTS. 18 & 19 -LB- FOR -LB- PLAN SEE SHT. 19 1422 1408 (BURIED 1.0') 1@6'x8' PROP. CULVERT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 7 : 4 2 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B EXIST. GROUND PROP. GRADE (-)0.4523% (-)0.4523% PI = 1455+60.00 EL = 215.96' VC = 1,200' K = 328 DS = 80mph LB STA 1446+48.47 274.04' LEFT BM#29 ELEVATION = 228.40' (-)0.4523%(+)3.2089% PI = 1455+60.00 EL = 215.96' VC = 1,200' K = 328 EXIST. GROUND PROP. GRADE (+)3.2089% DS = 80mph (-)0.4523% -LB- STA. 1456+54 +/- BEGIN BRIDGE -LB- STA. 1461+90 +/- END BRIDGE 1451 1452 1453 1454 1455 1456 1457 1458 1459 1460 1461 1462 1463 1464 1437 1438 1439 1440 1441 1442 1443 1444 1445 1446 1447 1448 1449 1450 180 190 200 210 220 230 240 250 260 270 180 190 200 210 220 230 240 180 190 200 210 220 230 240 250 260 270 180 190 200 210 220 230 240 250 260 270 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 53 -LB- FOR -LB- PLAN SEE SHTS. 19 & 20 -LB- FOR -LB- PLAN SEE SHT. 20 1450 1436 (BURIED 1.0') 1@6'x8' PROP. CULVERT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 7 : 4 6 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B PI = 1468+90.00 EL = 258.64' VC = 640' EXIST. GROUND PROP. GRADE DS = 80mph VC = 1,300' DS = 80mph - Y3 1F LYD B - S t a . 4 5 + 5 7 .9 2 VE R T . CL. 17 ' MIN . VE R T . C L. 17 ' MIN . PI = 1479+05.00 (+)2.1154% EL = 280.11' K = 495 (+)3.2089% (+)2.1154% K = 585 (+)3.2089% -LB- STA. 1468+57 +/- BEGIN BRIDGE -LB- STA. 1469+91 +/- END BRIDGE- LB - S t a . 14 6 9 + 2 6 .9 8 = EL. 271.67' -LB- LT STA. 1475+46.11 +/- END GRADE @ EXISTING BRIDGE -LB- RT STA. 1475+40 +/- BEGIN BRIDGE -LB- Sta. 1476+80.61= -Y31- Sta. 60+41.16 (+)2.1154%(-)0.5087% VC = 1,300' EXIST. GROUND PROP. GRADE (-)0.5087% DS = 80mph -Y31RPBD- Sta. 43+05.64 (-)0.5087% PI = 1479+05.00 EL = 280.11' K = 495-LB- RT STA. 1478+18 +/- END BRIDGE -LB- Sta. 1483+11.51= LB STA 1489+87.68 333.94' LEFT BM#35 ELEVATION = 271.10' 230 240 250 260 270 280 290 300 310 320 230 240 250 260 270 280 290 1465 1466 1467 1468 1469 1470 1471 1472 1473 1474 1475 1476 1477 1478 1479 1480 1481 1482 1483 1484 1485 1486 1487 1488 1489 1490 1491 1492 230 240 250 260 270 280 290 300 310 320 230 240 250 260 270 280 290 300 310 320 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 FOR -LB- PLAN SEE SHTS. 21 54 -LB- FOR -LB- PLAN SEE SHTS. 20 & 21 -LB- 1464 1478 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 7 : 5 0 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B EXIST. GROUND PROP. GRADE (-)0.5087% (-)0.5087% OLD FAISON ROAD -LB- Sta. 1495+92.80= EL. 268.26' -LB- RT STA. 1502+35.86 END GRADE 1493 1494 1495 1496 1497 1498 1499 1500 1501 1502 1503 1504 1505 1506 230 240 250 260 270 280 290 300 310 320 230 240 250 260 270 280 290 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 55 -LB- 1492 FOR -LB- PLAN SEE SHTS. 21 & 22 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 7 : 5 4 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B (+)1.4972%(+)1.5663% (+)1.5663%(+)1.1356% PI = 18+55.00 EL = 374.81' VC = 150' K = 2173 DS = 80mph EL. 373.69' -Y27- STA. 17+80.00 BEGIN GRADE PI = 24+81.85 EL = 384.63' VC = 180' K = 418 DS = 80mph EXIST. GROUND PROP. GRADE (+)1.1356% BM#12 ELEVATION = 381.70' Y27 STA 29+50.65 269.30' LEFT - Y2 7 - S T A.2 1+ 7 7 .5 6 - Y2 7 A- S T A .10 + 0 0 .0 0 (+)1.1356%(-)0.7765% PROP. GRADE BEGIN BRIDGE -Y27- STA. 34+25 +/- END BRIDGE -Y27- STA. 36+74 +/- EXIST. GROUND PI = 40+73.68 EL = 402.70' VC = 450' K = 235 DS = 65mph (+)1.1356% (-)0.7765% - Y2 7 - S T A.3 1+ 0 5 .8 5 - Y2 7 R P D - S T A.3 3 + 8 9 .9 0 - Y2 7 - S T A.3 1+ 4 6 .4 2 - Y2 7 LP D - S T A.2 3 + 4 0 .18 - L- S T A.12 0 3 + 8 9 .7 6 - Y2 7 - S T A.3 5 + 5 1.8 1 - Y2 7 - S T A.4 2 + 2 5 .13 - Y2 7 - S T A.4 2 + 7 5 .2 0 - Y2 7 R P A - S T A.2 9 + 6 4 .2 6 - Y2 7 LP A - S T A.2 2 + 3 3 .2 7 17 ' - 0 " MIN . VE R T . C L. 340 350 360 370 380 390 400 410 420 430 340 350 360 370 380 390 400 340 350 360 370 380 390 400 410 420 430 340 350 360 370 380 390 400 410 420 430 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 -Y27- -Y27- FOR -Y27- PLAN SEE SHTS. 5 & 25 FOR -Y27- PLAN SEE SHTS. 5 & 26 56Arcadis CE, Inc. 175 Regency Woods Place, Suite 350 Cary, North Carolina 27518 Phone: 919-854-1282 License #: F-0299 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 7 : 5 8 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B (-)0.7765%(+)0.3000%(+)0.3000%(+)1.6502% (+)1.6502%(-)0.6062% PROP. GRADE PI = 49+50.00 EL = 395.90' VC = 180' K = 167 DS = 65mph PI = 53+00.00 EL = 396.95' VC = 150' K = 111 DS = 50mph PI = 58+70.00 EL = 406.36' VC = 200' K = 89 DS = 50mph PI = 53+00.00 EL = 396.95' VC = 150' K = 111 DS = 50mph (-)0.7765% EXIST. GROUND BM#13 ELEVATION = 392.44' Y27 STA 50+93.49 258.42' LEFT - Y2 7 - S T A.5 5 + 11.0 0 - Y2 7 B - S T A.12 + 15 .6 2 PROP. GRADE EL. 405.27' -Y27- STA. 60+50.00 END GRADE EXIST. GROUND (-)0.6062% PI = 58+70.00 EL = 406.36' VC = 200' K = 89 DS = 50mph EL = 376.77' (-)2.0000%(+)1.8047% VC = 100' K = 26 PI = 14+00.00 EL = 382.18' (+)1.8047% (-)4 .1198% VC = 75' K = 13 PI = 15+75.00 EL = 374.97' (-)4 .1198%(+)4.7126% VC = 250' K = 28 PI = 19+00.00 EL = 390.29' (+)4.7126%(+)1.1356% VC = 150' K = 42 BEGIN GRADE Y27_GW- STA.10+24.56 PI = 11+00.00OFF.= 24.55' LT EL.378.28' END GRADE -Y27_GW- STA. 20+00.00 EL. 391.43' DS = 25mph DS = 25mph DS = 25mph DS = 35mph EXIST. GROUND PROP. GRADE -Y27- STA.21+22.83 45 46 47 48 49 50 51 52 53 59 60 61 350 360 370 380 390 400 410 360 370 380 390 400 410 420 430 360 370 380 390 400 410 350 360 370 380 390 400 -Y27- -Y27- 410 420 57 54 55 56 57 58 59 FOR -Y27- PLAN SEE SHT.27 FOR -Y27- PLAN SEE SHTS. 26 & 27 360 370 380 390 400 410 420 430 360 370 380 390 400 410 340 350 350 340 -Y27_GW- 10 11 12 13 14 15 16 17 18 19 20 FOR -Y27_GW- PLAN SEE SHTS. 5 & 25 Arcadis CE, Inc. 175 Regency Woods Place, Suite 350 Cary, North Carolina 27518 Phone: 919-854-1282 License #: F-0299 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 8 : 0 2 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B BEGIN GRADE PROP. GRADE PI = 11+65.00 DS = 35mph END GRADE EXIST. GROUND DS = 75mph DS = 45mph (-)1.0182%(+)0.3606% (+)6.4474%(+)1.8882% PI = 15+30.00 K = 49 EL = 365.57' VC = 300' (-)1.0182%(+)0.3606%(+)0.3606%(+)6.4474% (+)6.4474%(+)1.8882% PI = 20+25.00 EL = 397.48' K = 66 VC = 300' VC = 300' EL = 364.25' K = 218 -Y27LPA- STA. 21+97.21= -Y27- STA.42+26.20 OFF.= 36.05' RT EL.400.73' -Y27LPA- STA.10+00.00= -L- STA.1204+91.97 OFF= 71'LT EL.365.93' BEGIN GRADE EXIST. GROUND PI = 14+75.00 EL = 360.46' DS = 30mph PI = 19+65.00 EL = 391.01' K = 65 VC = 250' DS = 45mph (+)6.2339%(+)2.3639% (+)2.3639%(-)3 .1306% PI = 22+00.00 EL = 396.56' K = 36 VC = 200' DS = 35mph END GRADE -Y27- STA.31+51.64 -Y27LPD- STA.23+07.18 OFF.= 32.46' RT EL.393.21' EL. 365.93' OFF= 71'RT -L- STA.1204+92.56 -Y27LPD- STA. 10+00.00= PI = 11+15.00 EL = 364.58' (-)1.1700% (-)2.1157% VC = 110' K = 116 PI = 12+75.00 EL = 361.20' (-)2.1157%(-)0.3688% VC = 150' K = 86 (-)0.3688%(+)6.2339% VC = 250' K = 38 (+)2.3639% PROP. GRADE DS = 45mph DS = 55mph HYDRAULICS 410 400 390 380 370 360 350 10 11 12 13 14 15 16 17 18 19 20 21 22 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 410 400 390 380 370 360 350 350 360 370 380 390 400 410 410 400 390 380 370 360 350 -Y27LPA- -Y27LPD- FOR -Y27LPD- PLAN SEE SHT.5 FOR -Y27LPA- PLAN SEE SHT.5 58Arcadis CE, Inc. 175 Regency Woods Place, Suite 350 Cary, North Carolina 27518 Phone: 919-854-1282 License #: F-0299 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 8 : 0 6 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B BEGIN GRADE EXIST. GROUND DS = 80mph PI = 21+65.00 K = 250 EL = 373.86' VC = 245' DS = 80mph PROP. GRADE EL.345.90 OFF= 71'LT -L- STA.1224+03.18 -Y27RPA- STA.10+00.00= DS = 65mph DS = 65mph PI = 11+50.00 EL = 348.71' (+)1.8774%(+)2.6825% VC = 250' K = 311 PI = 14+25.00 EL = 356.09' (+)2.6825%(+)1.8427% VC = 200' K = 238 PI = 18+00.00 EL = 363.00' (+)1.8427%(+)2.9745% VC = 200' K = 177 (+)2.9745%(+)3.9526% (+)3.9526% EXIST. GROUND PROP. GRADE PI = 27+40.00 EL = 396.58' DS = 50mph K = 104 VC = 200' END GRADE -Y27- STA.42+76.49 OFF.= 35.26' RT EL.400.41' -Y27RPA- STA.29+29.00 (+)3.9526%(+)2.0260% (+)3.9526% 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 330 340 350 360 370 380 390 400 24 25 26 27 28 29 350 360 370 380 390 400 350 360 370 380 390 400 330 340 350 360 370 380 390 -Y27RPA- -Y27RPA- FOR -Y27RPA- PLAN SEE SHTS. 5 & 6 FOR -Y27RPA- PLAN SEE SHT.5 59Arcadis CE, Inc. 175 Regency Woods Place, Suite 350 Cary, North Carolina 27518 Phone: 919-854-1282 License #: F-0299 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 8 : 10 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B PROP. GRADE EXIST. GROUND BEGIN GRADE PI = 23+00.00 EL = 356.34' VC = 500' K = 124 DS = 55mph (+)1.7877%(+)0.8594% (+)0.8594%(+)4.8764% PI = 14+00.00 EL = 348.61' VC = 200' K = 215 DS = 65mph BM#15 ELEVATION = 360.96' Y27RDP STA. 14+86.23 310.95' LEFT EL. 341.46' OFF= 71'RT -L- STA.1224+54.75 -Y27RPD- STA. 10+00.00= EXIST. GROUND PI = 31+70.00 K = 45 EL = 398.77' VC = 360' DS = 40mph PROP. GRADE (+)4.8764%(-)3 .2081% (+)4.8764% PI = 23+00.00 EL = 356.34' VC = 500' K = 124 DS = 55mph END GRADE -Y27- STA.31+11.49 OFF.= 32.02' RT EL.392.74' -Y27RPD- STA.33+57.36 24 25 26 27 28 29 30 31 32 33 340 350 360 370 380 390 400 410 340 350 360 370 380 390 400 410 11 12 13 14 15 16 17 18 19 20 21 22 23 24 330 340 350 360 370 380 390 400 410 10 330 340 350 360 370 380 390 60 -Y27RPD- -Y27RPD- FOR -Y27RPD- PLAN SEE SHTS. 5 & 6 FOR -Y27RPD- PLAN SEE SHT.5 Arcadis CE, Inc. 175 Regency Woods Place, Suite 350 Cary, North Carolina 27518 Phone: 919-854-1282 License #: F-0299 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 8 : 14 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B (+)0.6208%(-)2.3980% (-)2.3980% (-)2.2784% PI = 25+40.00 EL = 378.63' VC = 260' K = 86 DS = 50mph PROP. GRADE PI = 30+71.51 EL = 365.89' VC = 150' K = 1254 DS = 80mph EL. 364.10' -Y27A- STA. 31+50.00 END GRADE EXIST. GROUND (+)4.5000% (+)4.5000%(-)3.9106% (-)3.9106%(+)0.6208% BEGIN GRADE PI = 14+10.00 EL = 397.67' VC = 710' K = 84 DS = 50mph PROP. GRADE EXIST. GROUND PI = 19+85.00 EL = 375.19' VC = 440' K = 97 DS = 50mph (+)0.6208% -Y27A- STA. 10+42.97 EL. 381.16' END GRADE EL. 398.30' PI = 12+15.62 EL = 400.43'PI = 12+98.00 EL = 398.78' EL. 402.01' -Y27B- STA. 10+15.00 BEGIN GRADE PROP. GRADE EXIST. GROUND K = 82 DS = 45mph VC = 100' (-)0.7867%(-)2.0000% (-)0.7800% -Y27B- STA. 13+60.00 - Y2 7 - S T A.5 5 + 11.0 0 - Y2 7 B - S T A.12 + 15 .6 2 330 340 350 360 370 380 390 400 24 25 26 27 28 29 30 31 32 33 330 340 350 360 370 380 390 400 330 340 350 360 370 380 390 400 330 340 350 360 370 380 390 10 11 12 13 2414151617181920212223 61 -Y27A- -Y27A- FOR -Y27A- PLAN SEE SHT. 28 FOR -Y27A- PLAN SEE SHTS. 25 & 28 360 370 380 390 400 410 420 360 370 380 390 400 410 420 430430 11 12 13 1410 -Y27B- FOR -Y27B- PLAN SEE SHT. 26 Arcadis CE, Inc. 175 Regency Woods Place, Suite 350 Cary, North Carolina 27518 Phone: 919-854-1282 License #: F-0299 Arcadis CE, Inc. 175 Regency Woods Place, Suite 350 Cary, North Carolina 27518 Phone: 919-854-1282 License #: F-0299 Arcadis CE, Inc. 175 Regency Woods Place, Suite 350 Cary, North Carolina 27518 Phone: 919-854-1282 License #: F-0299 Arcadis CE, Inc. 175 Regency Woods Place, Suite 350 Cary, North Carolina 27518 Phone: 919-854-1282 License #: F-0299 Arcadis CE, Inc. 175 Regency Woods Place, Suite 350 Cary, North Carolina 27518 Phone: 919-854-1282 License #: F-0299 Arcadis CE, Inc. 175 Regency Woods Place, Suite 350 Cary, North Carolina 27518 Phone: 919-854-1282 License #: F-0299 Arcadis CE, Inc. 175 Regency Woods Place, Suite 350 Cary, North Carolina 27518 Phone: 919-854-1282 License #: F-0299 Arcadis CE, Inc. 175 Regency Woods Place, Suite 350 Cary, North Carolina 27518 Phone: 919-854-1282 License #: F-0299 Arcadis CE, Inc. 175 Regency Woods Place, Suite 350 Cary, North Carolina 27518 Phone: 919-854-1282 License #: F-0299 Arcadis CE, Inc. 175 Regency Woods Place, Suite 350 Cary, North Carolina 27518 Phone: 919-854-1282 License #: F-0299 Arcadis CE, Inc. 175 Regency Woods Place, Suite 350 Cary, North Carolina 27518 Phone: 919-854-1282 License #: F-0299 Arcadis CE, Inc. 175 Regency Woods Place, Suite 350 Cary, North Carolina 27518 Phone: 919-854-1282 License #: F-0299 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 8 : 18 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B PI = 8+30.00 EL = 166.81' (+)4.7974%(-)1.4486% PI = 10+10.00 EL = 164.20' (-)1.4486%(-)0.4067% VC = 70' PI = 10+65.00 EL = 163.98' (-)0.4067% (+)0.3170% PI = 12+45.00 EL = 164.55' (+)0.3170% (+)8.1830% VC = 206' K = 26 PI = 14+40.00 EL = 180.51' (+)8.1830% (+)4.5807% DS = 20mph K = 9 VC = 55' DS = 40mph K = 67 K = 55 DS = 35mph VC = 40' DS = 25mph VC = 50' K = 14 DS = 25mph OF 8% GRADE (SEE PLANS) PROVIDED AT START PARALLEL LANDING PAD PROP. GRADE EXIST. GROUND PROP. GRADE EXIST. GROUND EL. 165.37' -Y28A- STA. 8+00.00 BEGIN GRADE EL. 183.25' -Y28A- STA. 15+00.00 END GRADE - LB - S T A . 13 16 + 2 3 .7 8 - Y2 8 A- S T A. 10 + 4 0 .4 1= EL. 207.78' -Y28- STA. 15+00.00 BEGIN GRADE EL = 209.40' VC = 250' K = 32 PI = 16+55.00 EXIST. GROUND PI = 18+70.00 EL = 228.50' VC = 150' K = 19 PI = 20+50.00 EL = 230.70' DS = 55mph PROP. GRADE END GRADE (+)1.0447% (+)8.8837% (+)8.8837%(+)1.2222% VC = 190' K = 117 (+)1.2222%(+)2.8451% -Y28- STA. 22+40.00 EL.236.11 - L- S T A.12 7 6 + 0 9 .18 - Y2 8 - S T A.18 + 6 6 .7 1 DS = 30mph* DS = 25mph*(-)1.0584% (-)2.9230% EXIST. GROUND PROP. GRADE BEGIN GRADE -Y28B- STA. 10+10.00 EL. 181.85' PI = 11+15.00 EL = 180.73' VC = 60' K = 32 DS = 35mph -Y28B- STA. 12+70.00 EL. 176.20' END GRADE EXIST. GROUND EL. 197.82' -Y28C- STA. 11+93.99 BEGIN GRADE EL. 194.08' -Y28C- STA. 14+42.25 END GRADE PROP. GRADE (-)1.5000% 200 210 220 230 240 250 260 200 210 220 230 240 250 260 15 16 17 18 19 20 21 22 13 14 15 140 150 160 170 180 190 200 140 150 160 170 180 190 200 10 11 12 13 160 170 180 190 62 -Y28- -Y28A--Y28C- FOR -Y28- PLAN SEE SHT.10 FOR -Y28B- PLAN SEE SHT.30 FOR -Y28A- PLAN SEE SHT. 13 23 * DESIGN EXCEPTION REQUIRED 8 9 10 11 12 200 210 160 170 180 190 200 210 -Y28B- FOR -Y28C- PLAN SEE SHT.11 210 200 190 180 10 11 12 13 14 210 200 190 180 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 8 : 2 2 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B (-)0.4628%(+)0.3000% (+)0.3000%(-)0.3000% (-)0.3000%(+)0.4066%(+)0.4066%(+)2.1705% EL. 175.25' -Y29- STA. 11+50.00 BEGIN GRADE PI = 12+25.00 EL = 174.90' VC = 150' K = 197 DS = 70mph PI = 14+00.00 EL = 175.42' VC = 150' K = 250 DS = 70mph PI = 15+75.00 EL = 174.90' VC = 150' K = 212 DS = 75mph PI = 19+00.00 EL = 176.22' VC = 300' K = 170 DS = 65mph EXIST. GROUND PROP. GRADE PI = 25+50.00 EL = 190.33' VC = 150' K = 195 DS = 70mph (+)2.1705%- Y2 9 A- S T A . 10 + 0 0 .0 0 - Y2 9 - S T A. 16 + 4 8 .8 4 = (+)2.1705%(+)2.9413% PI = 25+50.00 EL = 190.33' VC = 150' K = 195 DS = 70mph PROP. GRADE EXIST. GROUND (-)1.1761% - Y2 9 R P A - S T A. 3 2 + 9 6 .3 5 - Y2 9 - S T A. 2 6 + 5 8 .5 3 = - Y2 9 LP A- S T A . 2 1+ 0 9 .16 - Y2 9 - S T A. 3 8 + 5 1.3 9 = - Y2 9 LP D - S T A . 2 0 + 10 .0 3 - Y2 9 - S T A. 3 8 + 8 2 .4 6 = - Y2 9 R P D - S T A. 2 8 + 3 0 .9 2 - LB - S t a . 13 3 7 + 4 4 .7 7 - Y2 9 - S t a . 3 2 + 4 1.6 4 = DS = 50mph DS = 80mph PI = 28+70.00 EL = 199.74' (+)2.9413%(+)3.1422% VC = 150' K = 747 PI = 32+80.00 EL = 212.62' (+)3.1422% (-)1.1761% VC = 370' K = 86 -Y29- STA. 31+33 +/- BEGIN BRIDGE -Y29- STA. 33+49 +/- END BRIDGE VE R T . C L. 17 ' MIN . - Y2 9 - S T A. 2 6 + 2 7 .5 3 = 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 160 170 180 190 200 210 220 160 170 180 190 200 210 220 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 160 170 180 190 200 210 220 160 170 180 190 200 210 220 63 FOR -Y29- PLAN SEE SHT. 31 & 32 FOR -Y29- PLAN SEE SHT. 14 -Y29- ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y29- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 8 : 2 7 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B (-)1.1761% (+)0.5443% (+)0.5443%(-)0.3096% (-)0.3096%(+)0.7723% (+)0.7723%(+)0.3541% (+)0.3541%(+)0.9698% PI = 40+00.00 EL = 204.16' VC = 200' K = 116 DS = 55mph PI = 42+60.00 EL = 205.57' VC = 150' K = 176 DS = 60mph PI = 45+15.00 EL = 204.78' VC = 150' K = 139 DS = 60mph PI = 48+00.00 EL = 206.98' VC = 150' K = 359 DS = 75mph PI = 50+35.00 EL = 207.81' VC = 130' K = 211 DS = 75mph EL. 208.44' -Y29- STA. 51+00.00 END GRADE EXIST. GROUND PROP. GRADE DS = 40mph EXIST. GROUND PROP. GRADE DS = 50mph EL. 193.94' OFF.= 45.75' LT -Y29- STA. 26+58.53 -Y29LPA- STA. 20+63.41= END GRADE EL. 182.83' -Y29LPA- STA. 10+00.00 BEGIN GRADE PI = 13+30.00 EL = 178.71' (-)1.7387%(+)3.1720% VC = 320' K = 65 PI = 17+10.00 EL = 190.76' (+)3.1720%(+)0.9000% VC = 220' K = 97 VC = 100' EL = 182.36' PI = 11+20.00 DS = 45mph K = 74 (-)0.3896%(-)1.7387% 160 170 180 190 200 210 220 160 170 180 190 200 210 220 10 11 12 13 14 15 16 17 18 19 20 160 170 180 190 200 210 220 64 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y29- -Y29LPA- FOR -Y29- PLAN SEE SHTS. 14 & 33 FOR -Y29LPA- PLAN SEE SHT. 14 51504948474645444342414039 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 8 : 3 1 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B PI = 10+45.00 EL = 182.64' (-)0.6452% PI = 11+45.00 EL = 181.99' (-)0.6452%(-)2.2409% VC = 135' K = 85 PI = 13+85.00 EL = 176.62' (-)2.2409%(+)7.0000% VC = 345' PI = 17+15.00 EL = 199.72' (+)7.0000%(+)2.1000% VC = 220' K = 45 VC = 65' K = 142 DS = 55mph DS = 50mph DS = 40mph EL. 182.72' -Y29LPD- STA. 10+00.00 BEGIN GRADE PROP. GRADE EXIST. GROUND EL. 205.22' OFF.=32.75' LT -Y29- STA. 38+53.54 -Y29LPD- STA. 19+77.21= END GRADE DS = 30mph K = 37 (-)0.1867% DS = 65mph BEGIN GRADE -Y29RPA- STA. 10+00.00 EXIST. GROUND PROP. GRADE EL. 187.98' (-)1.4921% -Y29RPA- STA. 20+90 +/- BEGIN BRIDGE PI = 17+70.00 EL = 176.50' (+)1.4270% VC = 500' K = 171 (+)1.4270% 10 11 12 13 14 15 16 17 18 19 20 160 170 180 190 200 210 220 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 140 150 160 170 180 190 200 210 65 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y29LPD- -Y29RPA- 140 150 160 170 180 190 200 210 160 170 180 190 200 210 220 FOR -Y29LPD- PLAN SEE SHT. 14 FOR -Y29RPA- PLAN SEE SHT. 14 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 8 : 3 5 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B DS = 40mph EL. 193.43' OFF.= 45.75' LT -Y29- STA. 26+27.53 -Y29RPA- STA. 32+50.60= END GRADE PROP. GRADE EXIST. GROUND -Y29RPA- STA. 24+59 +/- END BRIDGE BERM (TYP.)1TH MIN. EARTH PI = 31+20.00 EL = 195.76' (+)1.4270%(-)1.7873% VC = 180' K = 56 (+)1.4270% 140 150 160 170 180 190 200 210 220 EL. 182.98' -Y29RPD- STA. 10+00.00 BEGIN GRADE EXIST. GROUND PROP. GRADE DS = 65mph K = 98* 65 MPH (AASHTO EQ.3-52) MEETS DRIVER COMFORT FOR * PI = 14+75.00 EL = 176.30' VC = 360' (-)1.4062% -Y29RPD- STA. 16+35 +/- BEGIN BRIDGE -Y29RPD- STA. 19+54 +/- END BRIDGE BERM (TYP.)1TH MIN. EARTH 65 MPH (AASHTO EQ.3-52) MEETS DRIVER COMFORT FOR * EL. 204.84' OFF.= 33.55' LT -Y29- STA. 38+84.66 -Y29RPD- STA. 27+97.30= END GRADE DS = 65mph K = 98* DS = 80mph EXIST. GROUND PROP. GRADE PI = 14+75.00 EL = 176.30' (-)1.4062%(+)2.2839% VC = 360' PI = 20+45.00 EL = 189.32' (+)2.2839%(+)2.0634% VC = 150' K = 680 24 25 26 27 28 29 30 140 150 160 170 180 190 200 210 140 150 160 170 180 190 200 210 10 11 12 13 14 140 150 160 170 180 190 200 17 18 19 20 21 22 23 24 25 26 27 28 140 150 160 170 180 190 200 210 220 140 150 160 170 180 190 200 210 220 66 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y29RPA- -Y29RPD- -Y29RPD- FOR -Y29RPA- PLAN SEE SHT. 14 FOR -Y29RPD- PLAN SEE SHT. 14 FOR -Y29RPD- PLAN SEE SHT. 14 31 32 161514 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 8 : 3 9 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B (-)2.0000% (+)3.9016% (+)3.9016%(+)2.7920% PI = 13+00.00 EL = 169.21' DS = 35mph VC = 305' K = 52 PI = 15+35.00 EL = 178.37' DS = 50mph K = 95 VC = 105' EL. 185.08' -Y29A- STA. 17+75.00 END GRADE EXIST. GROUND PROP. GRADE EL. 174.79' OFF.= 20.75' RT -Y29- STA. 16+50.33 -Y29A- STA. 10+20.80= BEGIN GRADE PI = 14+35.00 EL = 286.45' VC = 670' K = 70 EL. 270.70' -Y30- STA. 11+00.00 BEGIN GRADE - Y3 0 C- S T A. 10 + 0 0 .0 0 - Y3 0 - S T A. 18 + 0 0 .0 0 = EXIST. GROUND PROP. GRADE Y30 STA 20+58.00 201.84' RIGHT BM#27 ELEVATION = 248.86' (+)4.7000%(-)4.9 12 5% (-)4.9 12 5% DS = 45mph* * POSTED SPEED RESURFACING. MEETS PI = 12+20.00 EL = 165.60' (-)4 .5 8 49%(+)5.0000% VC = 250' K = 26 PI = 14+50.00 EL = 177.10' (+)5.0000%(+)1.2656% VC = 75' K = 20EL. 174.55' -29DR1- STA. 10+24.75 BEGIN GRADE EL. 177.79' -29DR1- STA. 15+05.00 END GRADE 10 11 12 13 14 15 16 17 140 150 160 170 180 190 210 220 230 240 250 260 270 280 290 210 220 230 240 250 260 270 280 290 210 220 230 240 250 260 270 280 140 150 160 170 180 190 140 150 160 170 180 190 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 67 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y29A- -Y30- FOR -Y29A- PLAN SEE SHT. 32 FOR -30- PLAN SEE SHTS. 19 & 34 FOR -29DR1- PLAN SEE SHT. 32 10 11 12 13 14 15 140 150 160 170 180 190 140 150 160 170 180 190 -29DR1- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 8 : 4 3 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B (-)0.9474% (-)0.9474% DS = 50mph PI = 38+05.00 EL = 195.60' VC = 600' K = 103 DS = 50mph - Y3 0 - S T A. 2 5 + 3 1.6 7 = - Y3 0 - S T A. 2 5 + 6 9 .9 1= - Y3 0 - S T A. 3 1+ 8 0 .7 0 = - Y3 0 - S T A. 3 4 + 7 3 .6 1= - Y3 0 R P B - S T A. 3 3 + 10 .8 7 - Y3 0 - S T A . 2 9 + 11.2 8 = - Y3 0 LP B - S T A. 3 4 + 2 6 .0 8 - LB - S T A. 14 2 6 + 5 3 .7 3 - Y3 0 R P C - S T A. 3 1+ 3 8 .0 0 - Y3 0 R P D - S T A . 2 9 + 7 2 .2 6 PROP. GRADE EXIST. GROUND (-)4.9 12 5% (-)4.9 12 5% PI = 31+60.00 EL = 201.71' VC = 400' K = 101 - Y3 0 S P U R B - S T A. 12 + 7 7 .2 0 S T A. 3 0 + 4 9 .3 0 = - Y3 0 - S T A. 19 + 6 1.4 9 - Y3 0 LP B - (+)4.8625% (+)4.8625% (+)2.8629% PI = 42+10.00 EL = 215.29' VC = 200' K = 100 DS = 50mph PI = 38+05.00 EL = 195.60' VC = 600' K = 103 DS = 50mph (+)2.8629% - Y3 0 F - S T A. 10 + 0 0 .0 0 - Y3 0 - S T A. 4 1+ 8 1.3 7 = PROP. GRADE EXIST. GROUND Y30 STA 43+17.29 576.26' LEFT BM#28 ELEVATION = 202.68' (-)0.9474% 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 170 180 190 200 210 220 230 240 250 260 170 180 190 200 210 220 230 38 39 40 41 42 43 44 45 46 47 180 190 200 210 220 230 240 250 180 190 200 210 220 230 240 250 68 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y30- -Y30- FOR -Y30- PLAN SEE SHT. 35 FOR -Y30- PLAN SEE SHT. 19 (BURIED 1.0') 2@12'x11' PROP. CULVERT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 8 : 4 7 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B (+)2.8629%(+)4.2088% (+)4.2088%(+)3.0154% PI = 47+50.00 EL = 230.75' VC = 250' K = 186 DS = 70mph PI = 52+20.00 EL = 250.53' VC = 150' K = 126 DS = 55mph EL. 258.15' -Y30- STA. 55+00.00 END GRADE DS = 60mph PI = 54+00.00 EL = 255.96' (+)3.0154%(+)2.1953% VC = 150' K = 183 - Y3 0 D - S T A. 13 + 0 2 .0 0 - Y3 0 - S T A. 4 9 + 7 6 .4 2 = PROP. GRADE EXIST. GROUND DS = 55mph PROP. GRADE EXIST. GROUND -Y30LPB- STA. 18+93 +/- BEGIN BRIDGE -Y30LPB- STA. 20+36 +/- END BRIDGE EL. 225.93' -Y30LPB- STA. 7+08.49 BEGIN GRADE DS = 80mph PI = 11+00.00 EL = 228.30' (+)0.6827%(+)1.1986% VC = 125' K = 242 PI = 15+80.00 EL = 234.05' (+)1.1986%(-)0.4610% VC = 250' K = 151 DS = 80mph PI = 8+70.00 EL = 226.73' (+)0.4958%(+)0.6827% VC = 150' K = 803 (-)0.4610% VE R T . C L. 17 .5 ' M IN . -Y30- STA. 30+49.30= -Y30LPB- STA. 19+61.49 200 210 220 230 240 250 260 200 210 220 230 240 250 260 270 280 47 48 49 50 51 52 53 54 55474849505152535455 180 190 200 210 220 230 240 250 260 10 11 12 13 14 15 16 17 18 19 20 21 180 190 200 210 220 230 240 250 260 69 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y30LPB- -Y30- FOR -Y30- PLAN SEE SHTS. 35 & 36 FOR -Y30LPB- PLAN SEE SHT. 19 8 9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 8 : 5 1 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B DS = 45mph PROP. GRADE EXIST. GROUND EL. 213.13' OFF.= 40'RT -Y30- STA. 29+11.28 -Y30LPB- STA. 34+26.08= END GRADE DS = 50mph DS = 50mph DS = 50mph PI = 24+00.00 EL = 230.27' (-)0.4610%(-)2.1285% VC = 150' K = 90 PI = 26+50.00 EL = 224.95' (-)2.1285%(+)1.1195% VC = 315' K = 97 PI = 30+40.00 EL = 229.32' (+)1.1195% (-)3 .9805% VC = 430' K = 84 PI = 33+30.00 EL = 217.77' (-)3.9805% (-)4.8 3 8 2% VC = 65' K = 76 DS = 45mph PROP. GRADE EXIST. GROUND EL. 213.13' OFF.= 40'RT -Y30- STA. 29+11.28 -Y30LPB- STA. 34+26.08= END GRADE DS = 50mph DS = 50mph DS = 50mph PI = 24+00.00 EL = 230.27' (-)0.4610%(-)2.1285% VC = 150' K = 90 PI = 26+50.00 EL = 224.95' (-)2.1285%(+)1.1195% VC = 315' K = 97 PI = 30+40.00 EL = 229.32' (+)1.1195% (-)3 .9805% VC = 430' K = 84 PI = 33+30.00 EL = 217.77' (-)3.9805% (-)4.8 3 8 2% VC = 65' K = 76 (+)0.2469%(-)1.3170% EL. 225.09' -Y30RPB- STA. 10+00.00 BEGIN GRADE PI = 11+90.00 EL = 225.56' VC = 310' K = 198 DS = 65mph PI = 20+40.00 EL = 214.37' VC = 550' DS = 75mph K = 210 PROP. GRADE EXIST. GROUND (-)1.3170%(+)1.2966% 180 190 200 210 220 230 240 250 260 180 190 200 210 220 230 240 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 180 190 210 180 190 210 180 190 200 210 220 230 240 250 260 270 70 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 200 220 230 240 250 260 270 -Y30LPB- -Y30RPB- FOR -Y30LPB- PLAN SEE SHT. 19 FOR -Y30RPB- PLAN SEE SHTS. 18 & 19 21 22 23 24 25 26 27 28 29 30 31 32 33 34 (BURIED 1.0') 1@6'x8' PROP. CULVERT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 8 : 5 5 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B PI = 30+65.00 DS = 80mph EL. 231.53' OFF.= 52'RT -Y30- STA. 25+31.67 -Y30RPB- STA. 32+58.87= END GRADE PROP. GRADE EXIST. GROUND (+)1.2966%(+)2.0000% K = 427 VC = 300' EL = 227.66' PI = 14+25.00 EL = 226.41' (+)0.4250% (-)2.2314% VC = 650' K = 245 DS = 65mph EL. 224.61' -Y30RPC- STA. 10+00.00 BEGIN GRADE (-)2.2314% (+)0.4250%PROP. GRADE EXIST. GROUND 24 25 26 27 28 29 30 31 32 33 190 200 210 220 230 240 250 260 270 190 200 210 220 230 240 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 180 190 200 210 220 230 240 180 190 200 210 220 230 240 71 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y30RPC- -Y30RPB- 280 250 FOR -Y30RPB- PLAN SEE SHT. 19 FOR -Y30RPC- PLAN SEE SHTS. 18 & 19 (BURIED 1.0') 1@6'x8' PROP. CULVERT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 8 : 5 9 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B PI = 28+90.00 EL = 193.72' (-)2.2314%(+)2.0000% VC = 275' K = 65 DS = 40mph EXIST. GROUND PROP. GRADE EL. 197.63' OFF.= 52'RT -Y30- STA. 34+80.61 -Y30RPC- STA. 30+85.54= END GRADE (-)2.2314% DS = 65mph PROP. GRADE EXIST. GROUND EL. 217.58' -Y30RPD- STA. 10+00.00 BEGIN GRADE PI = 16+95.00 EL = 220.08' (+)0.3230% (-)2.4776% VC = 545' K = 195 DS = 80mph PI = 12+25.00 EL = 218.56' (+)0.4335%(+)0.3230% VC = 55' K = 498 24 25 26 27 28 29 30 31 180 190 200 210 220 230 240 180 190 200 210 220 230 240 10 11 12 13 14 15 16 17 18 19 180 190 200 210 220 230 180 190 200 210 220 230 72 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y30RPC- -Y30RPD- FOR -Y30RPC- PLAN SEE SHT. 19 FOR -Y30RPD- PLAN SEE SHTS. 19 & 20 (BURIED 1.0') 1@6'x8' PROP. CULVERT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 9 : 0 3 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B DS = 40mph DS = 65mph PROP. GRADE EXIST. GROUND EL. 197.54' OFF.= 64.00'LT -Y30- STA. 34+65.14 -Y30RPD- STA. 29+07.70= END GRADE PI = 27+40.00 EL = 194.19' (-)2.4776%(+)2.0000% VC = 295' K = 66 PI = 16+95.00 EL = 220.08' VC = 545' K = 195 (-)2.4776% DS = 30mph EL. 228.28' -Y30SPURB- STA. 10+00.00 BEGIN GRADE EL. 229.90' OFF.= 40'RT -Y30- STA. 25+69.91 -Y30SPURB- STA. 12+37.20= END GRADE EXIST. GROUND PROP. GRADE PI = 11+30.00 EL = 227.75' (-)0.4044% (+)2.0000% VC = 100' K = 42 DS = 30mph DS = 35mph EL. 201.91' -Y30A- STA. 10+80.00 BEGIN GRADE PI = 12+30.00 EL = 198.08' (-)2.5516%(+)2.7519% VC = 200' K = 38 PI = 14+65.00 EL = 204.55' (+)2.7519% (-)1.2417% VC = 150' K = 38 PROP. GRADE (-)1.2417% EXIST. GROUND 19 20 21 22 23 24 25 26 27 28 29 180 190 200 210 220 230 180 190 200 210 220 230 10 11 12 190 200 210 220 230 240 250 11 12 13 14 15 16 17 18 1910 160 170 180 190 200 210 220 230 240 250 160 170 180 190 200 210 220 230 240 250 160 170 180 190 200 210 220 230 240 250 190 200 210 220 230 240 250 73 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y30RPD- -Y30SPURB--Y30A- FOR -Y30RPD- PLAN SEE SHT. 19 FOR -Y30SPURB- PLAN SEE SHT. 19 FOR -Y30A- PLAN SEE SHT. 19 20 (BURIED 1.0') 1@6'x8' PROP. CULVERT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 9 : 0 7 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B DS = 35mph DS = 35mph PI = 22+75.00 EL = 194.49' (-)1.2417%(+)3.5238% VC = 250' K = 52 PI = 28+60.00 EL = 215.10' (+)3.5238%(+)0.3000% VC = 120' K = 37 EXIST. GROUND - Y3 0 E - S T A. 11+ 5 2 .0 9 - Y3 0 A- S T A. 2 6 + 9 3 .0 2 = PROP. GRADE (-)1.2417% EL. 215.37' -Y30A- STA. 29+50.00 BEGIN RESURFACING END GRADE EL. 238.49' -Y30A- STA. 34+02.50 END RESURFACING PI = 11+35.00 EL = 265.94' (-)2.0000% (- )5.832 9% VC = 125' K = 33 DS = 35mph EL. 257.78' -Y30C- STA. 12+75.00 END GRADE PROP. GRADE EXIST. GROUND EL. 267.97' OFF.= 33.73'LT -Y30- STA. 18+00.00 -Y30C- STA. 10+33.73= BEGIN GRADE VC = 45' DS = 55mph PI = 11+15.00 EL = 236.19' (+)2.5400% PI = 11+90.00 EL = 238.38' (+)2.9119%(+)1.5480% K = 121 VC = 45' DS = 35mph K = 33 EXIST. GROUND PROP. GRADE EL. 235.59' OFF.= 10.26'LT -Y30A- STA. 33+40.54 -Y30D- STA. 10+91.08= BEGIN GRADE EL. 239.62' OFF.= 32' RT -Y30- STA. 49+75.93 -Y30D- STA. 12+69.98= END GRADE PI = 10+40.00 EL = 204.73' EL. 203.86' -Y30E- STA. 10+00.00 BEGIN GRADE VC = 75' K = 39 DS = 30mph (+)2.1910% (+)4.1244% PROP. GRADE EXIST. GROUND EL. 208.93' OFF.= 10' RT -Y30A- STA. 26+90.50 -Y30E- STA. 11+41.78= END GRADE 21 22 23 24 25 26 27 28 29 30 31 32 33 180 190 200 210 220 230 240 250 10 11 12 13 220 230 240 250 260 270 280 220 230 240 250 260 270 280 200 210 220 230 240 200 210 220 230 240 10 11 12 13 10 11 12 170 180 190 200 210 170 180 190 200 210 74 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y30A- -Y30C--Y30D- 250 260 250 260 220 230 220 230 -Y30E- FOR -Y30A- PLAN SEE SHTS. 19 & 35 FOR -Y30C- PLAN SEE SHT. 34 FOR -Y30D- PLAN SEE SHT. 35 FOR -Y30E- PLAN SEE SHT. 35 34 180 190 200 210 220 230 240 (BURIED 1.0') 3@12'x11' PROP. CULVERT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 9 : 11 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B PI = 11+50.00 EL = 235.76' (+)7.7947%(-)3 .2421% VC = 210' K = 19 PI = 13+50.00 EL = 229.28' (-)3 .2421%(-)0.7952% VC = 120' K = 49 EL. 224.07' -Y30H- STA. 10+00.00 BEGIN GRADE EL. 228.05' -Y30H- STA. 15+05.00 END GRADE DS = 30mph DS = 30mph PROP. GRADE EXIST. GROUND DS = 80mph DS = 60mph EL. 268.32' -Y31LPB- STA. 10+00.00 BEGIN GRADE PROP. GRADE EXIST. GROUND PI = 11+50.00 EL = 264.65' (-)2.4492% (-)2.9272% VC = 185' K = 387 PI = 16+35.00 EL = 250.45' (-)2.9272%(+)0.3300% VC = 455' K = 140 PI = 10+60.00 EL = 219.74' (+)2.0000%(+)7.2249% PI = 13+05.00 EL = 237.44' (+)7.2249%(+)2.0000% DS = 15mph DS = 25mph K = 12 VC = 65' K = 12 VC = 65' EL. 218.75' -Y30G- STA. 10+10.27 BEGIN GRADE EL. 241.29' -Y30G- STA. 14+97.46 END GRADE PROP. GRADE EXIST. GROUND 10 11 12 13 14 15 190 200 210 220 230 240 250 190 200 210 220 230 240 250 200 210 220 230 240 250 260 270 200 210 220 230 240 250 260 270 280 280 75 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y31LPB- -Y30H- 10 11 12 13 14 15 16 17 18 -Y30G- 10 11 12 13 14 15 190 200 210 220 230 240 250 190 200 210 220 230 240 250 FOR -Y30G- PLAN SEE SHT. 19 FOR -Y30H- PLAN SEE SHT. 18 FOR -Y31LPB- PLAN SEE SHT. 21 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 9 : 15 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B DS = 65mph EL. 246.93' -Y31LPB- STA. 25+90.88 END GRADE DS = 60mph PROP. GRADE EXIST. GROUND PI = 22+30.00 EL = 252.41' (+)0.3300%(-)1.5209% VC = 360' K = 194 PI = 16+35.00 EL = 250.45' VC = 455' K = 137 (+)0.3300% DS = 75mph DS = 30mph EL. 271.93' -Y31LPD- STA. 10+00.00 BEGIN GRADE PROP. GRADE EXIST. GROUND -Y31LPD- STA. 12+34.86= -Y31- STA. 61+06.79 DS = 80mph DS = 80mph PI = 14+75.00 EL = 277.52' VC = 120' K = 282 PI = 16+80.00 EL = 278.56' (+)0.5078% (-)5.39 7 5% VC = 165' K = 28 VE R T . C L. 17 ' MIN . -Y31LPD- STA. 10+92 +/- BEGIN BRIDGE -Y31LPD- STA. 13+71 +/- END BRIDGE PI = 10+60.00 EL = 272.56' (+)1.0543% (+)1.4958% VC = 100' K = 227 PI = 11+60.00 EL = 274.06' (+)1.4958%(+)1.2798% VC = 100' K = 463 PI = 13+10.00 EL = 275.98' (+)1.2798%(+)0.9330% VC = 150' K = 433 (+)0.9330%(+)0.5078% DS = 80mph 18 19 20 21 22 23 24 25 26 200 210 220 230 240 250 260 270 200 210 220 230 240 250 260 10 11 12 13 14 15 16 17 18 76 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y31LPD- -Y31LPB- FOR -Y31LPB- PLAN SEE SHT. 21 FOR -Y31LPD- PLAN SEE SHT. 21 230 240 250 260 270 280 290 230 240 250 260 270 280 290 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 9 : 19 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B DS = 35mph DS = 55mph EL. 241.25' -Y31LPD- STA. 27+15.43 END GRADE PROP. GRADE EXIST. GROUND 35 MPH (AASHTO EQ.3-52) MEETS DRIVER COMFORT FOR * * PI = 24+45.00 EL = 237.27' (-)5.3 975% (+)1.8574% VC = 195' K = 27 PI = 26+15.00 EL = 240.43' (+)1.8574%(+)0.8211% VC = 130' K = 125 (-)5.3 9 75% DS = 60mph PROP. GRADE EXIST. GROUND DS = 60mph PI = 14+95.00 EL = 271.76' (+)0.6822% (-)3 .9598% VC = 705' K = 152 PI = 25+95.00 EL = 228.20' VC = 425' K = 139 (+)0.6822% EL. 269.33' -Y31RPB- STA. 11+40.00 BEGIN GRADE (-)3.9598% 18 19 20 21 22 23 24 25 210 220 230 240 250 260 270 280 210 220 230 240 250 260 270 11 12 13 14 15 16 17 18 19 20 21 22 23 24 210 220 230 240 250 260 270 280 210 220 230 240 250 260 270 280 77 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y31LPD- -Y31RPB- FOR -Y31RPB- PLAN SEE SHT. 21 & 39 FOR -Y31LPD- PLAN SEE SHT. 21 26 27 25 (BURIED 1.0') 1@7'x8' PROP. CULVERT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 9 : 2 3 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B DS = 60mph DS = 70mph DS = 60mph DS = 80mph PROP. GRADE EXIST. GROUND EL. 223.89' -Y31FLYDB- STA. 57+78.00 -Y31RPB- STA. 32+23.50= END GRADE PI = 25+95.00 EL = 228.20' (-)3 .9598% (-)0.9115% VC = 425' K = 139 PI = 28+95.00 EL = 225.46' (-)0.9115%(-)0.1419% VC = 140' K = 182 PI = 30+45.00 EL = 225.25' (-)0.1419%(-)0.6975% VC = 100' K = 180 PI = 31+60.00 EL = 224.45' (-)0.6975%(-)0.8854% VC = 105' K = 559 (+)3.1111%(+)4.0419% (+)4.0419%(+)3.2095% (+)3.2095%(+)2.3738% (+)2.3738%(-)2.6542% 65 MPH (AASHTO EQ.3-52) MEETS DRIVER COMFORT FOR * PI = 21+60.00 EL = 268.08' VC = 760' K = 151 PI = 13+95.00 EL = 248.34' VC = 170' K = 204 PI = 15+85.00 EL = 254.43' VC = 180' K = 215 PI = 11+48.00 EL = 238.35' VC = 90' K = 97 EL. 233.75' -Y31RPC- STA. 10+00.00 BEGIN GRADE DS = 65mph DS = 65mph DS = 65mph DS = 60mph PROP. GRADE EXIST. GROUND * 25 26 27 28 29 30 31 32 190 200 210 220 230 240 250 260 270 280 190 200 210 220 230 240 250 200 210 220 230 240 250 260 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 200 210 220 230 240 250 260 270 270 78 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y31RPC- -Y31RPB- FOR -Y31RPB- PLAN SEE SHT. 20 FOR -Y31RPC- PLAN SEE SHTS. 20 & 21 (BURIED 1.0') 1@6'x8' PROP. CULVERT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 9 : 2 7 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B (-)2.6542% PI = 31+75.00 EL = 241.14' VC = 800' K = 167 DS = 65mph PI = 21+60.00 EL = 268.08' VC = 760' K = 151 DS = 60mph (-)2.6542% PROP. GRADE EXIST. GROUND (+)2.1342% (+)2.1342%(+)1.4103%(+)1.4103%(+)1.3853% PI = 36+60.00 EL = 251.49' VC = 140' K = 193 PI = 37+70.00 EL = 253.05' VC = 80' K = 3199 EL. 254.42' -Y31RPC- STA. 38+69.48 END GRADE DS = 65mph DS = 65mphPI = 31+75.00 EL = 241.14' VC = 800' K = 167 DS = 65mph (-)2.6542% PROP. GRADE EXIST. GROUND 24 25 26 27 28 29 30 312425262728293031 200 210 220 230 240 250 260 200 210 220 230 240 250 260 200 210 220 230 240 250 260 200 210 220 230 240 250 260 32 33 34 35 36 37 38 200 210 220 230 240 250 260 200 210 220 230 240 250 260 79 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y31RPC- -Y31RPC- FOR -Y31RPC- PLAN SEE SHTS. 21 & 40 FOR -Y31RPC- PLAN SEE SHTS. 21 & 40 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 9 : 3 1 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B DS = 75mph EXIST. GROUND PROP. GRADE DS = 80mph DS = 80mph EL. 293.48' -Y31RPD- STA. 12+79.77 BEGIN GRADE PI = 14+40.00 EL = 290.50' (-)1.8649%(-)1.4636% VC = 120' K = 299 PI = 15+85.00 EL = 288.37' (-)1.4636%(-)1.6440% VC = 120' K = 665 PI = 18+25.00 EL = 284.43' (-)1.6440%(-)0.9458% VC = 110' K = 158 PI = 24+20.00 EL = 278.80' (-)0.9458%(-)1.4801% VC = 200' K = 374 DS = 65mph (-)2.1140% PROP. GRADE EXIST. GROUND DS = 75mph (-)1.4801% DS = 60mph PI = 31+00.00 EL = 268.74' (-)1.4801% (-)2.1140% VC = 200' K = 315 PI = 42+75.00 EL = 243.90' VC = 625' K = 138 13 14 15 16 17 18 19 20 21 22 23 24 25 26 240 250 260 270 280 290 300 240 250 260 270 280 290 300 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 200 210 220 230 240 250 260 270 280 290 200 210 220 230 240 250 260 270 280 290 80 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y31RPD- -Y31RPD- FOR -Y31RPD- PLAN SEE SHTS. 40 & 41 FOR -Y31RPD- PLAN SEE SHT. 40 12 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 9 : 3 5 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B DS = 70mph EXIST. GROUND PROP. GRADE DS = 60mph PI = 42+75.00 EL = 243.90' (-)2.1140% (+)2.4233% VC = 625' K = 138 PI = 51+60.00 EL = 265.34' (+)2.4233%(+)3.3628% VC = 180' K = 192 DS = 60mph EL. 285.22' -Y31RPD- STA. 63+37.35 END GRADE EXIST. GROUND PROP. GRADE PI = 59+40.00 EL = 291.57' (+)3.3628%(-)1.6000% VC = 750' K = 151 54 55 56 57 58 59 60 61 62 63 64 65 66 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 220 230 240 250 260 270 280 290 300 210 220 230 240 250 260 270 210 240 250 260 270 280 290 300 310 240 250 260 270 280 290 300 310 81 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y31RPD- -Y31RPD- FOR -Y31RPD- PLAN SEE SHT. 40 FOR -Y31RPD- PLAN SEE SHT 21 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 9 : 3 9 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B DS = 80mph DS = 80mph EL. 274.47' -Y31FLYDB- STA. 7+74.67 BEGIN GRADE (-)1.8327% DS = 70mph PI = 23+40.00 EL = 247.97' VC = 730' K = 185 PROP. GRADE EXIST. GROUND PI = 10+25.00 EL = 270.99' (-)1.3892%(-)1.4721% VC = 150' K = 1809 PI = 13+25.00 EL = 266.57' (-)1.4721%(-)1.8327% VC = 350' K = 970 (-)1.8327%(+)2.1178% DS = 70mph PI = 23+40.00 EL = 247.97' VC = 730' K = 185 PROP. GRADE EXIST. GROUND DS = 60mph PI = 35+80.00 EL = 274.23' VC = 1,060' K = 163 (+)2.1178% -Y31FLYDB- STA. 33+35 +/- BEGIN BRIDGE -Y31- STA. 66+95.87 -Y31FLYDB- STA. 34+90.99= VE R T . CL. 17 .0 ' MIN . 8 9 10 11 12 13 14 15 16 17 18 20 217 220 230 240 250 260 270 280 220 230 240 250 260 270 280 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 200 210 220 230 240 250 260 270 280 200 210 220 230 240 250 260 270 280 82 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y31FLYDB- -Y31FLYDB- 19 FOR -Y31FLYDB- PLAN SEE SHT. 40 FOR -Y31FLYDB- PLAN SEE SHT. 40 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 9 : 4 3 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B DS = 60mph DS = 60mph PROP. GRADE EXIST. GROUND PI = 35+80.00 EL = 274.23' (+)2.1178%(-)4 .3990% VC = 1,060' K = 163 PI = 47+00.00 EL = 224.96' (-)4 .3 990%(+)0.3150% VC = 650' K = 138 -Y31FLYDB- STA. 36+59 +/- END BRIDGE -LB- STA. 1469+26.98 -Y31FLYDB- STA. 45+57.92= VE R T . C L. 17 .0 ' M IN . (+)0.3150%(-)0.8681% (-)0.8681%(-)0.4038% PI = 54+00.00 EL = 227.17' VC = 455' K = 385 DS = 80mph PI = 61+00.00 EL = 221.09' VC = 225' K = 485 DS = 80mph PROP. GRADE EXIST. GROUND DS = 60mph PI = 47+00.00 EL = 224.96' VC = 650' K = 138 (+)0.3150% 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 200 210 220 230 240 250 260 270 280 200 210 220 230 240 250 260 200 210 220 230 240 250 260 270 280 200 210 220 230 240 250 260 270 280 83 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y31FLYDB- -Y31FLYDB- FOR -Y31FLYDB- PLAN SEE SHT. 21 FOR -Y31FLYDB- PLAN SEE SHT. 20 (BURIED 1.0') 1@10'x8' PROP. CULVERT (BURIED 1.0') 1@6'x8' PROP. CULVERT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3 :2 9 : 4 7 P M c : \ b m s \ i c e - e n g - p w- 0 1\ d m s 5 8 5 8 0 \ R - 2 8 2 9 B _ R D Y _ P r e l i m i n a r y _ P r o f i l e _ S h e e t s . d g n j e f f r e y .k i n g DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2829B (-)0.4038%(+)0.5581% PI = 67+00.00 EL = 221.55' (+)0.5581%(+)0.6394% VC = 160' K = 1968 PI = 64+00.00 EL = 219.88' DS = 80mph K = 390 VC = 375' DS = 80mph EL. 222.07' -Y31FLYDB- STA. 67+81.12 END GRADE EXIST. GROUND PROP. GRADE PI = 12+20.00 EL = 226.79' (-)5.4611%(+)0.8198% VC = 230' K = 37 PI = 14+90.00 EL = 229.00' (+)0.8198% (- )3 .5339% VC = 140' K = 32 PI = 17+20.00 EL = 220.87' (-)3 .5339%(+)2.5611% VC = 290' K = 48 DS = 25mph DS = 35mph DS = 30mph EL. 233.34' -Y31A- STA. 11+00.00 BEGIN GRADE PROP. GRADE EXIST. GROUND PI = 19+75.00 EL = 227.40' (+)2.5611%(-)1.9017% VC = 130' K = 29 PI = 22+10.00 EL = 222.93' (-)1.9017% (+)1.3558% VC = 190' K = 58DS = 35mph DS = 35mph DS = 35mph EL. 227.25' -Y31A- STA. 26+50.06 END GRADE PROP. GRADE EXIST. GROUND (+)2.5611% PI = 17+20.00 EL = 220.87' VC = 290' K = 48 DS = 30mph PI = 26+00.00 EL = 228.22' (+)1.3558%(-)1.9396% VC = 100' K = 30 PI = 10+40.00 EL = 231.46' (+)2.1174% (-)5.0759% VC = 70' K = 10 PI = 11+45.00 EL = 226.13' (-)5.0 7 5 9%(+)1.0000% VC = 110' K = 18 DS = 20mph DS = 20mph EL. 226.69' -Y31B- STA. 12+00.70 END GRADE EL. 230.69' -Y31B- STA. 10+03.40 BEGIN GRADE PROP. GRADE EXIST. GROUND 200 210 220 230 240 250 260 270 280 200 210 220 230 240 250 260 63 64 65 66 67 84 ICE of Carolinas, PLLC License #: P-0999 Phone: 803-822-0333 Raleigh, North Carolina 27609 4505 Falls of Neuse Road, Suite 110 -Y31FLYDB- FOR -Y31FLYDB- PLAN SEE SHT. 20 11 12 13 14 15 16 17 18 200 210 220 230 240 250 260 -Y31A- 18 19 20 21 22 23 24 25 26 27 -Y31A- 200 210 220 230 240 250 260 200 210 220 230 240 250 260 200 210 220 230 240 10 11 12 -Y31B- FOR -Y31A- PLAN SEE SHT. 20 FOR -Y31A- PLAN SEE SHT. 20 FOR -Y31B- PLAN SEE SHT. 20