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Home My WebLink About20200302_R2233BA_Permits_4B PlansR2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019NC COA No. F-0929 PHONE: 919.881.9939 RALEIGH, NC 27607 SUITE 410 2610 WYCLIFF ROAD VICINITY MAP -Y--Y1 6 A-US221-SR1- NCDOT CONTACT: NATHAN ADIMA, P.E. TO RUTHER FORDTON PROJECT R-2233BA BEGIN STATE PROJECT R-2233BA END STATE 74 221 74 ALT 74 .17 Hunter Carver Lane.34 .38 0.770.260.34 0.24 0.24 0.11 0.33.31 .79 .22 .24.27 .66 Withrow RdCallahan Koon Rd.Fairground Rd.Daniel St.Oakland Rd.W atts Rd. 418224TaxPin# Long:81:54:02.0 Lat: 35:20:36.0Withrow Rd Withrow RdCity Limits 221 221 74 ALT 74 ALT 74 BUS 74 BUS 221 ALT 2193 1005 1150 2171 1149 1004 2194 2200 2231 2250 2195 2190 2196 2197 2254 2193 2201 2201 2192 2249 2184 2159 2159 2179 2169 2198 2235 2169 2275 2190 2171 2171 2214 2170 2214 2159 2222 2258 2172 2264 2159 22132223 2226 22252224 2213 2178 2179 2179 2248 2169 2187 2188 1589 2185 21852169 2185 2183 2183 2182 1510 1551 1551 1603 1586 1151 1201 1152 1005 1005 1220 1149 1153 1153 1153 1166 1165 1205 1164 1166 1205 1163 1163 1210 1178 1544 1544 1546 1547 1547 1591 1591 1170 1161 1154 1145 1164 1538 1547 1548 1553 1553 1608 1610 1607 1611 1510 1597 1620 1604 1587 1588 2283 2282 2281 2282 2241 2241 2228 2244 1208 1208 1209 1213 2278 2292 2272 2186 1191 1216 1217 2238 2267 2271 2203 1543 2296 1162 22462246 2247 2178 2293 2184 1541 1199 1149 2194 1004 1178 1178 1163 1145 1149 2203 1219 1218 2193 1546 1593 1545 1542 1222 1147 1204 1154 1153 1153 1153 1220 2311 1154 108 IA MASH, TL-3IA MASH, TL-3IA MASH, TL-3IA MASH, TL-3 TO CHESNEY -Y27- SR 2171BURCH HUTCHI NS RD. -Y28- SR 2171BURCH HUTCHI NS RD. RUTHERFORDTON TOWN OF SPINDALE CITY RUTHERFORDTON TOWN OF RUTHERFORDTON TOWN OF SPINDALE CITY -Y1- SR 2201THUNDER RD.-SR3- -DR W2- - D R W1- 74 STONECUTTER RD.-Y17A- OLD F ORD RD. P OOR' S 74 -L 3--L3- TOWN OF SPINDALE TO WN OF SPIN DALECREEKSTONECUTTER A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF SPINDALE. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD XX. ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. A PORTION OF THIS PROJECT IS PARTIAL CONTROLLED-ACCESS WITH BEING LIMITED TO INTERCHANGES. A PORTION OF THIS PROJECT IS CONTROLLED-ACCESS WITH ACCESS B C -L3- POC Sta. 744+50.00 END CONSTRUCTION END TIP PROJECT R-2233BA BEGIN CONSTRUCTION -Y16A- POT Sta. 12+35.00 END CONSTRUCTION -Y16A- POT Sta. 37+50.00 END CONSTRUCTION -Y17A- POT Sta. 32+00.00 BEGIN BRIDGE -L3- POT Sta. 701+18 +/- END BRIDGE -L3- POT Sta. 712+48 +/- BEGIN CONSTRUCTION -Y17A- POT Sta. 10+50.00 BEGIN CONSTRUCTION -SR1- POT Sta. 10+20.00 BEGIN BRIDGE -Y16A- POT Sta. 26+78 +/- END BRIDGE -Y16A- POT Sta. 28+56 +/- END CONSTRUCTION -Y- PC Sta. 43+80.00 BEGIN BRIDGE -Y- POT Sta. 27+69 +/- END BRIDGE -Y- POT Sta. 29+67 +/- BEGIN BRIDGE -Y17A- POT Sta. 17+10 +/- END BRIDGE -Y17A- POT Sta. 18+91 +/- END BRIDGE -L3- POT Sta. 743+68 +/- BEGIN BRIDGE -L3- POT Sta. 743+00 +/- BEGIN BRIDGE -L3- POT Sta. 701+18 +/- END BRIDGE -L3- POT Sta. 712+48 +/- BEGIN BRIDGE -L3- POT Sta. 743+12 +/- END BRIDGE -L3- POT Sta. 743+80 +/- BEGIN CONSTRUCTION -DRW2- POT Sta. 10+10.00 END CONSTRUCTION -SR3- POT Sta. 14+38.54 BEGIN CONSTRUCTION -DRW1- POT Sta. 10+00.00 BEGIN CONSTRUCTION -Y27- POC Sta. 12+00.00 END CONSTRUCTION -Y28- POC Sta. 13+00.00 BEGIN CONSTRUCTION -Y- POT Sta. 14+50.00 BEGIN CONSTRUCTION -SR3- POT Sta. 9+58.45 BEGIN CONSTRUCTION -DRW4- PC Sta. 10+50.00 -L3- POT Sta. 543+00.00 AH BEGIN TIP PROJECT R-2233BA -L- POT Sta. 565+95.27 BK( 8.3'RT)= END TIP PROJECT R-2233AB END CONSTRUCTION -DRW3- POT Sta. 11+60.00 BEGIN CONSTRUCTION -DRW5- PC Sta. 10+30.00 NAD 83/ NA 20114B PLANS GRADING, DRAINAGE, PAVING D T V = = = = = =70 % % MPH % * FUNC CLASS = ARTERIAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED K 0 0 0 PROFILE (HORIZONTAL) 34400.1.S5 PE PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 3/2/2020 2:53:56 PM...\R2233BA_Rdy_TSH_4B.dgnUSER: comooreCONTRACT:TIP PROJECT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NA50 25 50 100 100502550 10 5 10 20 PLANS PREPARED FOR NCDOT BY: REGIONAL TIER ADT 2022 ADT 2040 DENNIS J. MORY, P.E. RUTHERFORD COUNTY AND STRUCTURES INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 34400.2.S5 R/W & UTIL R-2233BAR-2233BA 10400 12900 8 55 7 DUAL 5%* TTST 2% RUTHERFORDTON BYPASS FROM US 74 BYPASS See Sheet 1B For Conventional Symbols See Sheet 1A For Index of Sheets JUNE 19, 2020 JUNE 20, 2023 STRUCTURE LENGTH BASED ON -L3- NB STATIONING. TOTAL LENGTH TIP PROJECT R-2233BA = 3.816 MILES LENGTH STRUCTURE TIP PROJECT R-2233BA = 0.227 MILES LENGTH ROADWAY TIP PROJECT R-2233BA = 3.589 MILES TO US 221 SOUTH OF US 74 BUSINESS (CHARLOTTE ROAD) FDFI PLANSBRYAN LAMBETH, P.E. 10 9 86 1 1 1213214 5 14151619 2022 2324171 8 7 W4" PVC (DATUR) US 221 21' BST JOE J WELLS & VIRGINIA WELLS KEVIN D. HARGRO & SHAWBA D. HARGRO DB 1109 PG 720EXISTING R/WEXISTING R/W CROW FAMILY TRUST DB 850 PG 55 JOE J WELLS & VIRGINIA WELLS EIPS 30°29'27" E 113.61' C = S 80°17'04" W 93.40' L = 93.84' R = 280.50'S 79°03'07" W142.52'S 30°36'57" E 217.20'N 60°50'19" E385.14'C = S 75°38'30" E 140.40' L = 141.96 R = 280.50' C = S 72°58'50" E 189.60' R = 460.0' L = 190.97' C = N 74°49'24" W 265.90' R = 560.0' L = 268.5' C = N 83°20'57" W 136.40' R = 180.0' L = 139.9' S 30°37'36" E 210.86'S 60°49'39" W176.86'N 09°18'57" W133.33'S 09°18'57" E133.33' C = S 18°45'07" W 272.90' R = 290.0' C = S 31°25'33" W 221.90' R = 170.0' L = 284.13' L = 241.77'' C = N 06°29'17" E 157.96' R = 290.0' L = 159.98'' C = N 13°46'11" E 133.32' R = 170.0' L = 136.99'' C = S 62°40'07" W 94.46' L = 94.47'' R = 1470.0'N 60°26'18" E448.15'EIPS 70°55'23" W939.64'S 70°55'23" W939.64'EXISTING R/W250.00'EXISTING R/W 250.00'EXISTING R/W CONC 15" CMP INV=1016.81'INV=1023.10'DITOP=1026.88'15" CMP INV=1023.33'CONCTOP=1028.52'INV=1024.03'CONC DI15" CMP INV=1024.94'INV=1027.13'TOP=1030.28'R/W MONR/W MONR/W MONR/W MONR/W MONR/W MONGRDI 60" WW60" WW BURCH HUTCHINS RD SR 2171 B URCH H UTC HINS R D SR 2171 RIP RAP DITCH DB 595 PG 752 DB 595 PG 752 100096 ST, FO 96 ST, FO 6 ", STL R/W MONCONC S 15" CMPW 15" CMP 18" CMP18" RCP18" RCPELEV. =1067.10' OH POWER 15" CMP 18" RCP TOP = 1033.10' TOP = 1033.42' TOP = 1034.28' TOP = 1031.13' TOP = 1037.87' TOP = 1038.52' INV = 1041.24' INV = 1035.58' INV = 1035.45' INV = 1034.79' INV = 1034.72' INV = 1034.13' INV = 1027.47' INV = 1027.28' INV = 1027.26' INV = 1023.05' INV = 1028.23' INV = 1028.11' INV = 1029.98' INV = 1028.11' INV = 1022.24' INV = 1020.50' S CONC 15" RCP 15" RCPMH AIR-RELEASE TOP=1045.99'HH6 ", STL 8 ", PVC 96 ST 4" PVC (DATUR) DEPARTMENT OF TRANSPORTATION DB 969 PG 616 RIGHT OF WAY-TRACT I CROW FAMILY TRUST DB 850 PG 55CMP18" 10071008 1009 1010 1011 10121013 1013101310141015 101510151016 10161017 1017 1018 10181019 101910191020 102010201020102110211022 1022102210221023 10231023102310231024 1024102410241024102410241025 102510251025102510251026 10261026102610261026 10271027 10271027102710271027102710 2 7 1 0 2 7 1027 1028102810281028102810281028102810291 02 91029102910291029102910301030 10301030 1030103010311031 103110311031 1031103110321032103210321032 1032103310331 0 3 3 10331033 10331033103410341034 10341034 103410351035 103510351035 103510 3 6 1036 1036 10 36103610361036 1037 1037 1037 1037 1037 1037103710371038 103810381038 10381038 1038 103810381039 1039103910391039 103910391039 1039 1039 1040 1040 1040 104010401040 104010401040 1041 10411041 104110411041 10411041 1042 1042 1042 10421042104210421043 10431043 104310431043 1044 10441044 10441045 10451045 1045 1046 10461046 10471047 1048104910501051 R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019MATCH TO SHEET 5 - -L3- STA. 553+00.00PROP PAVED SHOULDER SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD -Y28- POC Sta. 13+00.00 END CONSTRUCTION -Y27- POC Sta. 12+00.00 BEGIN CONSTRUCTIONNAD 8 3 -Y28--Y27--L3--L3- POT Sta. 543+00.00-L3- PC Sta. 547+17.03CURVE DATA FOR -L3-545545550Se = NCSe = NC PI Sta 551+51.35 D L = 868.21' T = 434.31' R = 11,500.00' BEGIN TIP PROJECT R-2233BA -L3- POT Sta. 543+00.00 AH -L- POT Sta. 565+95.27 BK (8.30' RT) = END TIP PROJECT R-2233AB -L3- POC Sta. 551+09.16 -Y28- POT Sta. 10+00.00 -Y27- POT Sta. 13+88.22= CURVE DATA FOR -Y27- Se = Exist. RO = Exist. PI Sta 11+68.09 D L = 293.27' T = 168.09' R = 240.00' CURVE DATA FOR -Y28- Se = Exist. RO = Exist. PI Sta 12+20.07 D L = 237.83' T = 130.78' R = 230.00'GR21'-Y27- PC Sta. 10+00.00 -Y28- PT Sta. 13+27.12 -Y27- PT Sta. 12+93.27 -Y28- PC Sta. 10+89.29 3/2/2020 2:54:03 PM...\4B Plans\R2233BA_Rdy_PSH04.dgnUSER: comooreHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 4 SEE SHEET 2B-2 FOR INTERSECTION DETAIL SEE SHEET 45 FOR -Y28- PROFILE SEE SHEET 45 FOR -Y27- PROFILE SEE SHEET 25 FOR -L3- PROFILE C F F F C F C C C C C C C C C C C C C C C C C C C C C C C C C C FC C CCFFFCCFFCCC C FFF CFGRASS V DITCH STABLE GRASS V DITCH STABLE BOTH SIDES GRASS V DITCH STABLE PIPE GOOD CONDITION PIPE END COLLAPSED B= VARIES 2-4 FT. D= VARIES 2-4 FT. 1. 5:1D 1.5:1 B STABLE, NO WATER L3 553+00 - 555+00 RT EXIST DITCH CONDITION PIPE GOOD R-2233BA RETAIN RETAIN AND DI REMOVE PIPE RETAIN REMOVE DI RETAIN RETAIN 15" RCP-III 15" RCP-III RETAIN RETAIN 15" RCP-III REMOVE 18" CSP18" CSP18" CMP AND EXTEND COLLAR CL B RIP RAP CL B RIP RAP 2GI DI DI DI 2GI 2GI-D RCP-III 15" vv CONCDK 1SF&BKD 8" RK WALL 9' BSTW/LT48" WD RAIL 48" WD RAIL 48" CHL48" CHLS1 •SFBLKDS15" RCP 15" RCPS18' BST48" CHL20' BSTCONCG2SFD48" CONC48" CONCCONCS15" RCP TANK SEPTIC TANK SEPTIC TANK SEPTIC DRAIN LINE DRAIN LINE SEPTIC REPAIR AREA LINEDRAIN CUL1CUL2CUL3CUL4CE1HW1CUL5CUL6CUL7CUL8CE2HW2CULVERT #1 TWO BARRELS NORTH EAST ELEV. CUL1 581805.68 1126954.64 966.03 CUL2 581810.07 1126952.20 966.06 CUL3 581810.59 1126951.98 966.06 CUL4 581814.82 1126949.37 966.07 CE1 581807.80 1126953.45 972.11 HW1 581805.72 1126955.92 973.87 CUL5 581837.25 1127006.41 965.77 CUL6 581841.52 1127003.74 965.81 CUL7 581842.01 1127003.49 965.77 CUL8 581846.35 1127001.00 965.76 CE2 581843.83 1127002.33 971.84 HW2 581846.97 1127000.65 973.59 WW 7' CONC WW 7' CONC 12' CONC HW 7' CONC WW 10' CONC WW 7' CONC HW (x2) 6'X5' CONC BOX CULV 5 PR5 PR 4" PVC (DATUR) 4" PVC (DATUR) FARMTAPT T-EY- BST 48" WDRAILSERVICE5 PR 200 PR R2233AB BL-101 POND8" CMPRIP RAP EIPS 30°27'46" E 180.00' N 21°15'37" W S 88°40'09" W161.68'N 20°19 '32" W 179 .32 ' (T)162.95 '16.37 'S 19°40 '46" E 177 .54 'N 7 9 °11'5 0 " W8 1.2 5 'S 64°46'03" W221.57'EIPS 70°55'23" W939.64'N 19°56 '53" W 1071.00 'N 19°56 '53" W 1071.00 'EXISTING R/W N 56°44'25" E704.28'250.00'S 60°21'54" W258.06'36.00' EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W S 29°55'47" E30.01'N 59°26'20" E118.25'CONCDI15 " CMP INV=972.06'INV=984.96'TOP=990.13'15" RCP INV=981.44'INV=983.61'DITOP=987.38'CONC 24" RCPINV=1000.98'INV=997.53'TOP=1011.42'24" R CPINV=997.43'INV=996.72'MTL MTL MTL MTL SMHCONC R/W MONR/W MONR/W MONR/W MONR/W MONR/W MONR/W MON60" WW 60" WW60" WW US 221 TO RUTHERFORDTON RIP RAP DITCH RIP RAP DITCH 25 PR (AATUR) 25 PR (AATUR)25 PR96 ST, FO 6 ", STL 6 ", STL 8 ", PVC (DATUR) 8 ", PVC (DATUR)S 65°34'59" W490.78'N 61°48'17" E107.10'OUTFLOW FROM POND DIRECTIONAL ONLY S 68°31'35" W139.56'EOL 25 PR CROW FAMILY TRUST DB 850 PG 55 KAY BYRD CROWE DB 17E PG 134 MARCUS S. WHITE & DONNA E. WHITE TRACT ONE DB 764 PG 569, DB 464 PG 458 MAX HAMRICK DB 344 PG 434 MARGARET R HAMRICK MAX R HAMRICK & MARGARET R HAMRICK MAX R HAMRICK & DB 344 PG 434 DB 845 PG 063 HOME, INC RETIREMENT SUNNYSIDE AREA REPAIRSEPTIC 960961961962963963963964964964965965965965965966966966966966966966 966967967967 967 967967967968968968 9689689689689 6 8 968968969969 969969969969 969969 970970 970970970970971971 971971971972972 9729 7 2 973973 973973 973 974974 974974974 9 7 5 975 975 975975975976976 976976976976977977 977977977977977978978978 978978978 979979 979 979979979979 979980980980 980980980980 9809819 8 1 981 981 981 981 981981981982982982 982 982982 982 9829839 8 3983983983983 983984 9 8 4 984 984 984 984 984985985 985 985985 985985 986986986 986986 986986 986 987987 987 9 8 7 987 987987 988988988 988 988 988 988 98 898998 9 989989 989 989 989 989989 989989990990 990990990 990990990 990990 990990990991991991 991 991991991 991991 991 991 992992992 992992 992 992 992992992992992 993993993 993993 993993993993994994 994 994994 994994994995995995995 995995 995995995996 996 9969 96 996 996 9969 9 7 997 997997997997 9979 9 8998998 998 998998 998999999 999999 999 99910001000 10001000 1000 1000 100010011001 100110011001 100110011002 1002100210021002 100210 0 2 1003 1003100310031003 1003 1003 1004 100410041004 100410041004 1005 100510051005 100510051005 1006 100610061006 10061006 100710071007 10071007 100810081008 10081008 100910091009 1009 100910091010 101010101010 1010 1010101110111 0 11 1011 1011101210121012 1012 1012101310131013 1013 1013101410141014 1014 101410151015 1015 101510161016 1016 101610171017 1017 101710181018 1018 10181019 1019101910 2 0 10201020102110211021 1 0211022 10221023 10231024 10 2 4 1025 10251026 10261027 10271028 102810281029 10291029 102910301031103210321033103310341034103510351035103610361037 R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019MATCH TO SHEET 6 - -L3- STA. 565+00.00MATCH TO SHEET 4 - -L3- STA. 553+00.00PROP PAVED SHOULDER 298.02' RT +12.78 294.68' RT +36.27 244.08' RT +37.44 100.12' RT +01.25CACA16.72' LT DRW5 +20 16.86' RT DRW5 +20 90.93' LT L3 +51.13 90.17' LT L3 89.22 108.67' RT L3 +61.12 15.92' RT DRW3 +70 3.30' LT DRW3 +59.70 35.18' LT DRW3 +60.11 16.83' LT DRW3 +70.00TOP=987.38'5'x6' RCBCEXTEND 2@ S H. naniflora Site 9AH. naniflora Site 9BSUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD NAD 83ASPH 20' CONC 16' -DRW4- POT Sta. 12+37.57 -L3- POC Sta. 560+00.00= -DRW4- POC Sta. 10+00.00 ASPH16' -DRW4- PT Sta. 11+87.57 CURVE DATA FOR -DRW4- D L = 50.00' PI Sta 10+25.04 T = 25.04' R = 375.00'R = 90.00' T = 26.60' L = 51.72' D PI Sta 11+01.60 R = 90.00' T = 31.64' L = 60.85' D PI Sta 11+58.36 -DRW4- PC Sta. 10+50.00 BEGIN CONSTRUCTION -DRW4- PC Sta. 10+75.00 -DRW4- PRC Sta. 11+26.72 -L3- CS Sta. 564+61.44Se = NC Se = NC CURVE DATA FOR -L3- PIs Sta 565+92.43 F F Ls = 225.00' LT = 130.98' ST = 94.04' Se = NC -L3- PRC Sta. 555+85.24555PRC Sta. 555+85.24560CS Sta. 564+61.44PI Sta 551+51.35 D L = 868.21' T = 434.31' R = 11,500.00' PI Sta 560+23.56 D L = 876.20' T = 438.31' R = 11,500.00'555560565GREU TYPE TL-3 CAT-1 -DRW5- P0T Sta. 10+00.00 -DRW5- POT Sta. 11+85.50 -L3- POC Sta. 563+21.32= -DRW3- POT Sta. 10+00.00 -L3- POC Sta. 563+91.17= -DRW5- PC Sta. 10+30.00 BEGIN CONSTRUCTION -DRW3- P0T Sta. 11+85.50 -DRW3- PC Sta. 11+60.00 END CONSTRUCTION ASPH 16' -L3- 8:1 8:1 561+48.77 SAG -Y28- PC Sta. 10+89.29 PROP. 1'-6" C&G PROP. 1'-6" C&G 3/2/2020 2:54:07 PM...\4B Plans\R2233BA_Rdy_PSH05.dgnUSER: comooreHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 SEE SHEET 2B-2 FOR INTERSECTION DETAILS SEE SHEET 52 FOR -DRW5- PROFILE SEE SHEET 52 FOR -DRW4- PROFILE SEE SHEET 51 FOR -DRW3- PROFILE SEE SHEET 26 FOR -L3- PROFILE F F FC C C F C F C F C F C C C F F F F F F F F F F F F F F F F F F C F C C C C C C F F F C C F F F FFFFFFFFFFFFCCF F F F SCOUR HOLE SCOUR HOLE BEAVER DAM MILL TO PIPE GATE VALVE WHEEL GRASS V DITCH STABLE GRASS V DITCH STABLE GRASS V DITCH STABLE GRASS V DITCH STABLE GRASS V DITCH STABLE EXISTING DAM NO FLOW MILL RACE FLOW 3" D X 1'W OUTLET TO CONC. WEIR POND NORMAL FLOW VERTICAL FALL NICK POINT 3' PIPE GOOD CONDITION STABLE GRASS V DITCH STABLE WOODEDDITCH OUTFALL 4' DROP ACTIVE EROSION BARE SOIL SIDES 0.5' FLOW, GRAVEL BOTTOM 4'-6' BANK HEIGHT 4'-6 BASE, 1:1-2:1 SIDES BANK UNDERCUT SEVERAL LOCATIONS BRUSH SIDES STABLE2:1 SIDES, GRAVEL COBBLE4'-6' BASE, 0.8' FLOW EARTH CHANNEL 0.5' FLOW, STABLE 2'-4' BASE 2:1 SIDES EXISTING CHANNEL SKETCH D2:12:1 B 1.4 FT. FLOW SILTY BOTTOM B= VARIES 3-6 FT. D= VARIES 2-4 FT. K K K K R-2233BA AND RIPRAP RETAIN DITCH RETAIN FLOWABLE FI LLRE MOVE REMOVE RETAIN RETAIN REMOVE 15 " RC P -III 30" RCP- I I I RETAIN DITCH DITCH RETAIN RIPRAP 30" RCP-III SEE DETAIL BCHANNEL CHANGESEE DETAIL 1 SHEET 2D-2 RIPRAP ENERGY DISSIPATOR BASIN 2GI2GI 2GI-A 15" RCP-III Liner=CL 1 RIPRAP shear = 1.9 lb/sf n=.035 s= .105 ft/ft d= 0.3 ft V= 5.1 ft/sec Q= (.50)(5.8)(1.3)=3.8 cfs Sta.= L3 555+00 RT Liner=CL 2 RIPRAP shear = 3.9 lb/sf n=.035 s= .082 ft/ft d= 0.8 ft V= 8.1 ft/sec Q= (.50)(5.8)(9.7)=28 cfs Sta.= L3 555+60 RT Liner=CL 1 RIPRAP shear = 2.7 lb/sf n=.035 s= .04 ft/ft d= 1.1 ft V= 6.8 ft/sec Q= 38 cfs Sta.= L3 561+30 RT SEE DETAIL C 3' LAT BASE DITCH SEE DETAIL D 3' LAT BASE DITCH SEE DETAIL E LAT V DITCH Liner=GRASS shear = 0.2 lb/sf n=.03 s= .004 ft/ft d= 0.6 ft V= 1.3 ft/sec Q= (.45)(5.8)(0.4)=1.0 cfs Sta.= DRW3 10+80 LT LATERAL 'V' DITCH ( Not to Scale) D 2:12:1 b 1"/Ft. FROM DRW3 STA. 10+80 LT TO 11+50 LT b=5.0 Ft. Min. D=1.5 Ft. DETAIL E Ground Natural Slope Fill Liner=CL 1 RIPRAP shear = 2.8 lb/sf n=.035 s= .12 ft/ft d= 0.4 ft V= 5.2 ft/sec Q= (.4)(5.8)(0.6)=1.4 cfs Sta.= DRW4 11+10 RT Liner=CL B RIPRAP shear = 1.5 lb/sf n=.03 s= .041 ft/ft d= 0.6 ft V= 4.4 ft/sec ROADWAY DITCH Q= (.45)(5.8)(3.0)=7.8 cfs Sta.= L3 565+50 RT 30" RCP-IIIW/ELBOWS15" CSPCL 1 RIPRAP PAD 10 TONS Liner=CL B RIPRAPshear = 1.7 lb/sfn=.03s= .045 ft/ftd= 0.6 ftV= 4.6 ft/secROADWAY DITCHQ= (.45)(5.8)(3.0)=8 cfs Sta.= L3 565+50 RT PAD CL 1 RIPRAP 10 TONS SEE DETAIL A LAT 2' BASE DITCH 2GI 30" RCP-III CONCG2SFDCONC CO N CDK2SFBUSSS36" C O N CBST PA1SMTL1SF&BLKBUSSSSHTR48" CHL15" RCP CONC8' SOIL36" CONC CONC CONC SPOOLPOOL 2SBKD 48" CHL48" CHL48" CHLCONCW15" RCP SSS 1SBLKBUSCONCBST BST SWCURBCURBCURB21' BST2-6' CONC WW'S6' CONC HW7" CONC CURBBST PA72" CHL & 3SB W BSTW 8" CMPDIDI48" CONCSW/LTTANK SEPTIC TANK SEP T IC T A N K S E PT IC T A NK S E P T IC R E PA IR A R E A S E P T IC D R A IN L IN ESEPTIC TANK L IN E D R A IN LINE DRAIN SEPTIC REPAIR AREA LINE DRAIN O U TCLEA N O U TC LEA N O U TCLEAN REPAIR AREA SEPTIC 5 P R6" STEEL 4" PVC (DATUR) 4" PVC (DATUR) FARMTAP US 221 21' BST R E PA IR A R E ASEPTIC -EY- BST BST SERVICE6" STEEL 12" DIP 12 ' DIP 25 PR (DATUR) 200 PR R2233AB BL-102DISHSATELLITEWD DKGR LTTANKSEPTICC/OSS1SBK & FD CONC GRGR15" HDPE SS 19°40'46" E177.54'N 78°56'29" E171.18'N 11°56'24" W43.56'S 12°50'25" E133.91'N 12°43'53" W122.43'455.89' (T)N 26 °19'50 " W 127 .41' N 31°17'41" W 187.95' EIP EIP EIP N 65°39'18" E419.46' (T)389.74'EIP EIP221.78'S 66°10'26" W1261.50'36.00'EXISTING R/W EXISTING R/W N 6 5 °3 9'18 " E 13 .7 9'N 45°47'02" E419.76'N 66°05'23" E441.74'S 34 ° 2 2' 2 4" W87.95'S 74°59'48" W110.02'S 72°15'37" W87.14'S 44°54'10" W46.53' S 2 5 ° 5 0'2 9 " W10 0. 13'S 59°24'32" W18.32'S 65°38'35" W348.58'8" PVC (DATUR) 96 ST GTS GTS MARCUS S . WHITE & KAY BYRD CROWE DB 17E PG 134 DONALD R. EARLEY LINDA R. EARLEY DB 1133 PG 202 PATSY MUSITANO ROSE MUSITANO DB 1137 PG 843 MARCUS S. WHITE & DONNA E. WHITE DB 764 PG 569, TRACT ONE SUNNYSIDE RETIREMENT HOME, INC DB 845 PG 063 JOSEPH S. WADDELL DB 1126 PG 471 THE TIMKEN COMPANY DB 405, PG 633 989 9909939939949949 9 5995 995995995996996996997997 9979979979 9 8 998998998998998998998999999999999999999100010001000100010011001100110011002 100210021002100210031003100 310031 0 0 31004 1004100410041005 100510051005100510061006 10061 0 06 10061007 100710071 0 0 7 1008 1008100810081009 100910 0 91009 1009100910 10 10101010 101010101010101110111011101110111011 10121012 10121012101210121 013 10131013101310131013 10131014 10141014 1014 10141015 101510151015101510161016101610161016 101610161017 101710171017101710 1710171 0 1 8 1018101810181018 101810181019 1019101910191019 1020 1020102010201020 1 0 2 1 1021 1021102110211022102210221022 102210221023 1023 102310231023 1023 10241 0 2 4102410241024 102410241024 1025 1 0 2 510251025 1025102510251026 1026102 61 0 2 6 102610 2 6 1026102610261027 102710271027 10271 0 2 7 1027 1027 1028 1028 102 810281028 10281028 102810281029 10291 02 9102910291029 1030 10301030103010301 0 3 0 1030103010301030 103110311031 103110311031103210 3 21032 103210321033 1033103310331033 1033 1034 1034103410341034103410341035 1 0 3 5 103510351 0 3 5 1036 1 0 3 6 10 36 10361037 10 3 71037 10371037 10381038 1038 10381038103810391039 103910391040 1040 104010401040104110411041 1041 1041104210421042104310 4 3 10431043104310431044 10441044104410441044R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019MATCH TO SHEET 7 - -L3- STA. 575+00.00MATCH TO SHEET 5 - -L3- STA. 565+00.00PROP PAVED SHOULDER 109.63' LT L3 +69 SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD CONC 16' CONC 16' GR 16' CURVE DATA FOR -L3- Se = 0.05RO = 225'NAD 83 -L3- SC Sta. 566+86.44-L3- CS Sta. 564+61.44PIs Sta 565+92.43 F F Ls = 225.00' LT = 130.98' ST = 94.04' PI Sta 581+26.55 D L = 2,759.64' T = 1,440.10' R = 3,910.00'570SC Sta. 566+86.44575565570-L3- PROP. 1'-6" C&G PROP. 1'-6" C&G 3/2/2020 2:54:11 PM...\4B Plans\R2233BA_Rdy_PSH06.dgnUSER: comooreHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 6 SEE SHEET 27 FOR -L3- PROFILE F C C F C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C APPROX STA. -L3- 565+11 RT 15" RCP EXTENDS TO GRASS V DITCH STABLE GRASS V DITCH STABLE IN GOOD CONDITION PIPE AND HEADWALL R-2233BA REMOVE REMOVE REMOVEREMOVEDI FS-A 30" RCP-III30" RCP-III SEE DETAIL A CL B RIPRAP LINING SEE DETAIL A CL B RIPRAP LINING 24" RCP-III18" RCP-III 18" RCP-III 18" 18" 18" 18" RCP-III 18" RCP-III 24" RCP-III PAD CL 1 RIPRAP 10 TONS 30" RCP-III FS-C 2GI-A 2GI DI DI DIDI DI 10041005 10061006100710071008100910 101010 1011 1011 1 0 1 2 10121 0 1 3 10131014 101410151015101 6101610161017101710171018101810181 0191019101910201020102010211021 10211 0221022 10221023102310231023 10241024 1024102410251 0 2 5 10251025102610261026102610271027 1027102710281028 1028102810291029 10291029102910301030 1030103010301031 103110311 0 31 10311031 10311031 10311 0 3 2 1 0 3 2 1032103210 3 2 1032 10321032103 31033103310 3 3 1033 10331033103310331 0 3 41034 1034103410 3 4 1034 1034103410341034 103410341034103410341034 10351035 1035 1035103510351 0 3 5 10351035 103510351035103510351035103510351036 1036 1 0 3 6 10361036103610361036103610361037 1 0 3 7 1037 103710371037 103710371 0 3 7 1 0 3 7 1038 1038 1038 103810381038 10381038 1038 103910391039 1039 1039103910391039103910391039 1040 1 0 4 0 1040 104010401040 1040104010401040 104110411041 1041 10411041104110411041104110411041 1042104210 4 210421042 1042104210421042104210421042 10421042 1043 104 3 10431043 10431043 10431043104310431043 104310431043 10441 0 4 41044 10 441044104410441044 10441044 1044 104410441044104410451 0 4 5104510451045 1 0 4 5 1045 1045 10451045104510451045 1045104510461046104610461046 10461046 1046 1046104610461046 104610461 0 4 7104710471047 104710 4710471047104710471047 10471047104810481048104 8 10481048 1048104810481048 10491 0 4 9 1049 1049 104910491049 10491049104910501050105010501050 10501050105010511051 1 0 5 110511051 1051105 110511 0 5 1 1051 1051105210521052 105210 52105210521052 1053 1053 10531053 1053105310531053 10541 0 5 4 105410541054105410541054 1054105410541054105410551 055105510551055105510551055 1056 1056 1 0 5 6 10561056 105610561056105610 5 7 1057 1057105710571057105710571057 1058 1058 105810581058 1059 1059 10591060 10 6 0 1060 1061 1062 10631063 1065 R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019MATCH TO SHEET 8 - -L3- STA. 588+00.00MATCH TO SHEET 6 - -L3- STA. 575+00.00PROP PAVED SHOULDER 117' RT DRW1 +98 106' RT DRW1 +62 60.50' RT DRW1 +18 438' LT L3 +29 439' LT L3 +70 65.5' LT DRW1 +00 160.55' RT +44.04 171.80' RT +40.20 191.87' RT +92.93 172.86' RT +36.63 181.65' RT +38.39 139.87' LT +23.61 157.95' LT +20.28 164.92' LT +62.55 143.09' LT +66.33 175' LT 105.35' LT L3 +00 107.65' LT 170' LT L3 +70.00 NCNHP EO 107H. naniflora Site 8, Timken West BH. naniflora Site 8, Timken West ASUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD 10 -DRW1- POT Sta. 14+29.14 -L3- POC Sta. 577+00.38=-DRW1-N A D 83 50' R GREU TYPE TL-3 CAT-1 16.79' LT -Y10- 22+90.24 -CUL1-+57.78-DRW1- POT Sta. 10+00.00 BEGIN CONSTRUCTION -Y10- POT Sta. 20+00.00 -Y10- CURVE DATA FOR -L3- Se = 0.05 PI Sta 581+26.54 D L = 2,759.64' T = 1,440.10' R = 3,910.00' -Y10- POT Sta. 25+00.00575 580585580585ASPH20' -L3- -L3- PROP. GUARDRAIL PROP. GUARDRAIL 8:1 8:113+46.55SAG7 3/2/2020 2:54:14 PM...\4B Plans\R2233BA_Rdy_PSH07.dgnUSER: comooreHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 2B-2 FOR INTERSECTION DETAIL SEE SHEET 51 FOR -DRW1- PROFILE SEE SHEET 28 FOR -L3- PROFILE F F F F F F C C C C C C C C C C C C C C C C C C C C C C C C F F F F F F F F F F F F F F F F F F FFFFFCCCCCCCCC C F F F F OUTFALL IS ~3' BASE DITCH DITCH STABLE STREAM STABLE GRASS V DITCH STABLE EXISTING CHANNEL SKETCH D 2:1 2:1 B 0.2 FT. FLOW SILTY BOTTOM B= VARIES 1-2 FT. D= VARIES 2-3 FT. R-2233BA CL 1 RIP RAP JB w/MHBURIED 1'54" RCP-CDHW 15" RCP-III 15" RCP-III 2GI 2GI 2GI SEE DETAIL A TOE PROTECTION SEE DETAIL A TOE PROTECTION JB w/MH JB w/MH OUTLET PROTECTION CL B RIP RAP V10=7.5 FT/S Q10=66 CFSREMOVEREMOVE RETAIN SEE DETAIL A TOE PROTECTION 2GI 15" RCP -III DI DI DI15" RCP-III 15" RCP-III 15" RCP-III SEE DETAIL B LATERAL V DITCH 18" RCP-III 18" RCP-III 2GI 18" RCP-III W/ELBOWS18" CSP 15" R CP 15" RCP12" RCP 1SFD18' GRCONCSB 1SBKFD 9' GR 18" CMP CONC HW2' x 5'SS1SF&BKD WALLWALL 11' CONC12" RCPWSOILSOIL12"BLKWALKWBKBKCOLUMNCOLUMNGR GR SEPTIC TANK SEPTIC TANK T A N K SEPTIC HWCONC INV=1059.40' INV=1061.68' 18" CMP GR2" PR2 PR -EY1- 24" DIP 24" DIP 2" PR BL-108 BL-109 BL-110 BL-111 BY1-284 HH4' WD AND CHLGMT L SPRI NKLERVALVE ANDI RRI GATI ONSPRI NKLERVALVE ANDI RRI GATI ONSPRI NKLERVALVE ANDI RRI GATI ONSPRI NKLERVALVE ANDI RRI GATI ONSPRI NKLERVALVE ANDI RRI GATI ONSPRI NKLERVALVE ANDI RRI GATI ONSPRI NKLERVALVE ANDI RRI GATI ONSPRI NKLERVALVE ANDI RRI GATI ONGR2SFDCONCVALVESI RRI GATI ONVALVEIRRIGATIONWPANELCONTROLPOWERMETER W/PANELCONTROLPOWERPOLETELEPADKEYENTRANCE18" RCPWM6' CHL FENCE 6' CHL FENCE 6' CHL FENCEGRSPRI NKLERVALVE ANDI RRI GATI ONBUS1SMTLBUS1SFC/OSSVALVEI RRI GATI ONSPIGOTSPIGOTSTEVE K. HUNTLEY BRUCE PUTMAN DB 835, PG 793 BRUCE PUTMAN BRUCE PUTMAN & MARTHEL SWINK MATHENY DB 829, PG 01, SECOND TRACT REF. DB 821, PG 23, EXHIBIT B WHISPERING MEADOWS RANCH D.B. 937, Pg. 582 BRUCE PUTMAN & MARTHEL SWINK MATHENY DB 821, PG 23, EXHIBIT A REF. D.B. 171, Pg. 419, 1st TRACT D.B. 10E, PG. 486 S 84°21'13" E 209.32' N 83°08'04" W 587.00'N 10°3 8'0 4" W16 0.0 0' S 79°51'56" W78.97' N 22°08'04" W100.00' S 79°51'56" W 151.55' N 79°51'56" E 149.05'N 40°45'48" E608.34' (T)598.53'9.80'FIRST TRACT DB 829, PG 01, RICHARD S DAVIS & DEBORAH A SIERPIEJKO D.B. 895, Pg. 838 STEVE K. HUNTLEY REF. D.B. 171, Pg. 419, 1st TRACT D.B. 10E, PG. 486 BRUCE PUTMAN & MARTHEL SWINK MATHENY DB 821, PG 23, EXHIBIT A RICHARD S DAVIS & DEBORAH A SIERPIEJKO D.B. 895, Pg. 838 101210121015101710181019102010211022102310241024 10251025 1026102610271 0 2 7 1028102810291029 10301030 10311031 103210321032 1032 103310331033 1033 103410341034 1034 103510351035 1035 103610361036 1036 1037103710 37 1037 103810381038 1038 10391039103910391039 1039104010401040 1040 1040104110411041 1041 1042104210421042 1042 1043104310431043 10441044104410441044 10441045104510451045 1045 10461046104610 4 6 1046 104710471047 1047 1048104810 4 8 1048 1 0 4 8 1049104910491049 1050105010501050 10511051105110511051 105210521052 105210521052 10531053105310531053 1053 10531054105410541054105410 5 4 1055105510551055 1055 105610561056105610561056 105710571057105710571057 1058105810581058105810 58 1058 10591059105910591059 1059 1059 105910601060106010601060 1060 106010601060 10611061106110611061 10611061 1062106210621062106210621062 1 062 1062 10631063106310631 0 6 3 1 0 6 3 1063 1063 10631063106310641064106410641 0 6 4 1064 1064 10641064 1 064 10641064106510651 0 6 51065 10651065 1065 1065 10651066106610661066106610 6 6 1 0 6 6 1066 10 6 610661067 10 6 7 106710671067106710671 0 6 7 10671068 1068 10681068106810681 0 6 8 1068106810691069 1069 1069106910691069 10691070 1070 1070 107010701070107010 7 1 10 7 1 107110711071107110 71 10711 0 7 2 107210721072107210721 0 7 2 1072 10721 0 7 3 1073107310731073 1 0 7 310731073 1074 10741074 1074107410751075107510751 0 7 51076 10761076 1077107710781078107810781078107810791079107910791080108010811 0 8 2 1083R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019MATCH TO SHEET 7 - -L3- STA. 588+00.00MATCH TO SHEET 19 - -Y16A- STA. 24+00.00 MATCH TO SHEET 20 - -Y16A- STA. 32+00.00 MATCH TO SHEET 9 - -L3- STA. 601+00.00BRIDGE SKETCH NAD 83PROP PAVED SHOULDER 120.45' RT +98.96 139.02' RT Y16A +43.10 146.86' RT Y16A +47.69 156.08' RT Y16A +13.66 170.56' RT Y16A +10.53 180' RT Y16A +08.50 177.94' RT Y16A +98.96 174.32' RT Y16A +82.18 105.45' LT +00.71 139.45' LT +77.97 133.77' LT +59.05 SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD -Y16A- POT Sta. 27+65.51 -L3- POT Sta. 597+89.15=TYPE B-77TYPE B-77TYPE B-77TYPE B-7730 -Y16A- -Y16A-GREU TYPE TL-3589+93.36 CREST GR1 6' IA MASH, TL-3 TYPE B-77 TYPE B-77 TYPE B-77 TYPE B-77IA MASH, TL-3 PROP. GUARDRAI LPROP. GUARDRAI LPROP. GUARDRAI LPROP. GUARDRAI LCAT-1 SKEW=100°00'00" -L3- CS Sta. 594+46.08 -L3- ST Sta. 596+71.08 CURVE DATA FOR -L3- Se = 0.05 PI Sta 581+26.54 D L = 2,759.64' T = 1,440.10' R = 3,910.00' PIs Sta 595+21.09 F Ls = 225.00' LT = 150.01' ST = 75.01' PIs Sta 602+94.24 F Ls = 360.00' LT = 240.10' ST = 120.09' RO = 225'RO = 360' RO = 150' PI Sta 34+11.03 D L = 318.61' T = 161.20' R = 850.00' Se = 0.06 CURVE DATA FOR -Y16A- -L3--L3- TS Sta. 600+54.14590595590595600TYPE TL-3 GREU GUIDERAILPROP. CABLE -L3- PROP. GUARDRAIL GUARDRAIL PROP .GREU TYPE TL-33/2/2020 2:54:17 PM...\4B Plans\R2233BA_Rdy_PSH08.dgnUSER: comooreHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 8 SEE SHEET 47 FOR -Y16A- PROFILE SEE SHEET 29 FOR -L3- PROFILE C CCFFFFC C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F F F F F F F F F F F F F F F F FFFFFFFFFFFFFFFFFFCCCCCCCSTABLE GRASS PASTURE STABLE V DITCH DOWNSTREAM END 15" RCP 50% CLOGGED STABLE V DITCH BOTH SIDES STABLE V DITCH R-2233BA 36" RCP-CD JB w/MH CL 1 RIP RAP 2GI 15" RCP-III 2GI 18" RCP-III JB w/MH OTCB 15" RCP-III 2GI 18" RCP-III JB w/MH 18" RCP-III 15" RCP-III 2GI 2GI 18" RCP-III 2GI 15" RCP-III 2GI 15" RCP-III OUTLET PROTECTION CL 1 RIPRAP 2GI 2GI 15" RCP-III 15" RCP- I I I 2GI 36" RCP-III JB w/MH 2GI15" CSP W/ ELBOWSOUTLET PROTECTION CL B RIP RAP 15" REMOVE REMOVE REMOVE RE MOVE RE MO VE RE MO VE FS-C FS-B FS-C FS-A FS-A SEE DETAIL B 1.5% SLOPE STANDARD V DITCH RETAIN EXISTING DITCH TIE TO EXISTING DITCH SEE DETAIL E LATERAL V DITCH W / ELBOWS15" CSP SEE DETAIL A 3' LATERAL BASE DITCH ( Not to Scale) 2:12:1D B b LATERAL BASE DITCH 1"/Ft. FROM Y16A STA. 23+00 RT TO 24+70 RT DETAIL A b=5.0 Ft. B=3.0 Ft. Min. D=2.0 Ft. Ground Natural Slope Fill HW18" RCP-III OTCB 36" RCP-III SEE DETAIL C TOE PROTECTION SEE DETAIL C TOE PROTECTION SEE DETAIL D TOE PROTECTION CL B RIP RAP LATERAL 'V' DITCH ( Not to Scale) D2: 1 2:1 b 1"/Ft. FROM Y16A STA. 25+20 TO STA. 25+50 LT b=5.0 Ft. Min. D=1.5 Ft. DETAIL E Ground Natural Slope Fill 15" C SP SPREAD= 2.3 FT. SHOULDER WIDTH= 8.0 FT. CROSS SLOPE= .02 ft/ft LONGITUDINAL SLOPE= .005 ft/ft Q= 0.4 cfs C= 0.9 I= 4.0 in/hr DA= 0.11 ac SPREAD ANALYSIS Y16A 26+60 NO DECK DRAINS REQUIRED OTCB SEE DETAIL B 1.5% SLOPE STANDARD V DITCH DITCH EXISTING RETAIN CL 1 RIP RAP 18" C SP 15" RCP-III 15" RCP-III vv4 8 " WW & 2 SBW48" WW & 2SBW 48" WW & 2SBWCONC5SBW5SBW5SBW 1SBW 1SBW 1 SBW1SBW 1SBW 1SBW BL-112 BL-113 BL-114 B L -115HHHH4' WD AND CHL4' WD AND CHL4' WD AND CHL 5' WD 5' WD5' WD 5' WD5' WD 5' WD 5' WD 5' WD 5' WD 5' WD 5' WD 5' WD WBOXPOWER HORSE CORRALSSSOILSOIL12" HDPE12" HDPE12" HDPE12" PI PEI N VERTED12" PI PEI NV ERTEDSAND RIDING AREA4" HDPESPR INKLER VALVE ANDIRRIGATION SPR INKLER VALVE ANDIRRIGATION SPR INKLER VALVE ANDIRRIGATION SPR INKLER VALVE ANDIRRIGATION SPR INKLER VALVE ANDIRRIGATION SPR INKLER VALVE ANDIRRIGATION SPR INKLER VALVE ANDIRRIGATION SPR INKLER VALVE ANDIRRIGATION VALVESIRRIGATION C O NDUIT ELECRIC AL OPEN 12" PI PEI NVERTEDC/OSSC/OSSPANELCONTROLELECRI CAL12" PI PEI N V ERTED W12" HDPES YS T E MIR RI G A TI O N P A R T OF T H E C O N C B O X ES P U MPWA T E R T R A NSF O R ME R P O WE R GR6" HDPESPI GOTSPI GOTBRUCE PUTMAN & MARTHEL SWINK MATHENY DB 821, PG 23, EXHIBIT A RICHARD S DAVIS & DEBORAH A SIERPIEJKO D.B. 895, Pg. 838 LARRY DAVID HEAD & ANNETTE IRIS HEAD DB 383, PG 618EIPFRANCES JUANITA OLIVER & LINDA GAIL OLIVER BINGHAM D.B. 780, Pg. 714 REF. D.B. 208, Pg. 395 N 0 5°2 3'5 0" E 16 8.0 0' N 49°06'10" W13 6.00'N 0 6°3 8'5 2" E 15 9.6 7' S 0 6°3 8'5 2" W15 9.8 6'N 0 6°3 8'5 2" E 10 9.4 7' S 86°09'24" W 751.54' S 56°20'36" E 540.00' N 76°16'28" E 432.50'N 2 7°02' 5 2" W2 8 4. 0 0' N 40°42'48" W 284.40' N 85°38'04" W 854.00' (T)263.31' 590.69' N 15°08'04" W136.79' S 0 3°4 6'5 8" W4 7 2.2 1' S 84°45'47" E 181.55'N 0 4°5 0'5 4" E 12 3.16' S 40°4 8' 4 6" E 179.82'S 48°52'36" W88.58'S 36°08'04" E82.50' EIP EIP EIP 8 1 4.22' (T) 3 0 2. 9 0' S 86°09'24" W 1301.33'N 1 5° 1 1' 0 5" ELINDA GAIL OLIVER BINGHAM DB 780 PG 714 DB 245 PG 638 DB 13E PG 29 BRUCE PUTMAN & MARTHEL SWINK MATHENY DB 821, PG 23, EXHIBIT A DB 780 PG 714 DB 245 PG 638 DB 13E PG 29 TRISA C. HINES DB 381 PG 653 DB 741 PG 359 DB 4E PG 501 JOHN ROBERT GRAYSON, Jr. DB 643, PG 321, TRACT ONE BRUCE PUTMAN & MARTHEL SWINK MATHENY DB 829, PG 01, SECOND TRACT REF. DB 821, PG 23, EXHIBIT B OLIVER BINGHAM LINDA GAIL DB 13E PG 220 IRIS ANNETTE HEAD 9659 6 6 9 6 7 967968968 969969 970970 971971 972972 973973 973974974975975 975975976976 976976977977 977977977977 978978978 9 7 8 978 978979979979 979980980980 980 981981981 981 981 982982982 98 2982983983983 983983 984984984 984 985985985 985986986986986986 987987987987987 98 7988988988988 988 988 988988989989989989989 989 989 989 989 990990990990990 9 9 0 9 9 0 9 9 0 991991991991991991991 9 91 991991991 992992992992992 9 92 992992992 993993993993993 993993 993 993 994994994994994 9949 94 994995995995995995995995995 996996996996996 9 96996 9969979979979979979 9 7 99 7 997 998998998998998 998998 998 999999999999999 9 9 9 9 9 9 9 99 10001000100010001000 10001000 10 0 0 1000 10011001100110011001 1001 10 0 1 1001 1001 100210021002100210021002 10021002 10 0 2 100310031003100310031003 1003 1003 10031003 10041004100410041004 1004 10041004 100 4 1004 100510051005100510051005 1005100 5 1005 10051005100610061006100610061006 1006 1006 1006 1006 1006100710071007100710071007 1007 1007 10 07 1007 1007 100810081008100810081008 1008 1008 10081008 1008 1008100910091009100910091009 1009 1009 10091009 10091009 101010101010101010101010 1010 1010 10101010 10101010 101110111011101110111011 1011 1011 101110 11 10111011101210121012101210121012 1012 1012 101210121012101310131013101310131013 1013 1013 1013 1013 101410141014101410141014 1014 1014 1 0 1 4 1014 1014 101410151015101510151015 1015 1015 10151 0 1 5 1015101610161016101610161016 1016 10 16 1 0 1 6 10161016 101610171017101710171017 1017 1017 10 17 10 17 1017 10 17 10181018101810181018 1018 1018 10181018 10181018 101810191019101910191019 1019 1019 1019 1019 1019101910191020 102 0 1020 102010201020102010201020 1020 1021 1021 1021 1021 102110211021102110211021 10 2 2 1022 1022 1022102210221022102210221022 10221023 1023 1023 10 2 3 1023102310231023102310231024 1024 102410241024 10241024102410241025 1025 10 25 10251025 1025 10251025102510251026 102 61026 10261026 1026 102610261026102610271027 1027 1027 102710271027102710281028 10281028 102810281028102810291029 1 0 2 9 1029102910291029103010301030 1030103010301030103110311031103110311031103110 32 1032 1032 10321032103210321033 10 3 3 1033 10331033103310341034 1034 1034103410341035 103510351035103510351036 103610 3 6 1036103610361037 103 7 1037103710371037103 8 1038 1038103810381039 1039 1039103910391040 1040 1040104010401040104 1 1 04 110411041104110 4 2 1042 1042104210 4 3 1043 104310431044 1044 104410441045 10451045104510 4 6 104610461 0 4 7 10471047104710481048104810481048104810491049104910501050105110511052105210531053105410541055105510561056105710571058105810591059106010601061106110621062106310631063 1064106410641065106510651 0 6 5106610661067106710681068106910701071107210731074107510761077107710781078 R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019MATCH TO SHEET 8 - -L3- STA. 6 01 +00.00 MATCH TO SHEET 10 - -L3- STA. 615+00.00PROP PAVED SHOULDER 157.82' LT +14.17 202.48' LT +78.99 209.62' LT +82.37 192.71' LT +82.58 225' LT +02.82 H. naniflora Site 10SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD (47. 0 0' L T )-L 3- P O C S ta. 6 13+ 8 8.54-R P B - C S S ta. 1 0 +00.00 = (47.00' RT) -L3- POC Sta. 611+94.04 -RPC- CS Sta. 10+00.00= CAT-1 10-RPC- SC Sta. 12+00.00 CURVE DATA FOR -RPC- PIs Sta 11+10.95 F F Ls = 200.00' LT = 110.95' ST = 89.43' PI Sta 16+72.02 D L = 882.02' T = 472.02' R = 1,000.00' PIs Sta 21+48.76 F Ls = 200.00' LT = 133.40' ST = 66.73' Se = 0.08 CURVE DATA FOR -RPB- PIs Sta 10+66.68 F Ls = 200.00' LT = 133.35' ST = 66.68' N A D 83 RO = 200' RO = 200' RO = 200'-R P B --R P C -CURVE DATA FOR -L3- PIs Sta 602+94.24 F Ls = 360.00' LT = 240.10' ST = 120.09' PI Sta 615+05.64 D L = 1,998.30' T = 1,091.50' R = 2,000.00' Se = 0.08 RO = 360'-L3- SC Sta. 604+14.14605610605610GREU TYPE TL-3 GUIDERAILPROP. CABLE -L3--L 3 -8:1 3/2/2020 2:54:21 PM...\4B Plans\R2233BA_Rdy_PSH09.dgnUSER: comooreHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 9 SEE SHEET 43 FOR -RPC- PROFILE SEE SHEET 42 FOR -RPB- PROFILE SEE SHEET 30 FOR -L3- PROFILEFFFC C C C F C F C F C F C F C F C F C F F F F F F F F F F F F F F F F F F F F F FFF F F F F F F F F F F F F F 1: 1 1:1D B B= VARIES 4-6 FT. D= VARIES 2-3 FT. EXISTING CHANNEL SKETCH BANKS STABLE SOME UNDERCUT SAND, GRAVEL, COBBLE 0.3 FT. FLOW R-2233BA 2GI 1 5 " RCP- III 1 5" RCP- III 2GI 24" RCP-III 24" RCP- I I I 2GI OTCB 54" R CP- C D2GI 15" RCP-III 2GI 2GI SEE DETAIL D LATERAL BASE DITCH 15" RCP-III 2GI 24" RCP-III2GI-A 2GI-A FS-A FS-C FS-B FS-B FS-A FS-B SEE DETAIL E BERM DITCH SEE DETAIL D 2' LATERAL BASE DITCH 24" RCP-CDSEE DETAIL B 4' LATERAL BASE DITCH 30" CSPW / ELBOWS18" CSPSEE DETAIL C 8' LATERAL BASE DITCH HW W/ELBOWS18" CSP v 48" WW & 2SBWCONC 4 8 " WW & 4 SELEC48" WW & 4SELEC48" WW & 4 SELECMTL MTLB 48" WW & 4SELECS 10' GR & SOILHTRSSN/C2SBKDCONCCONCGBSBST12' BSTCONC1SFBUSCONCSSMTL G R C ONC12" HDPE12" RCP8" HDPE11' CONC1SFDDKGSSOIL1SFDB10' GR 60" WW60" WW1SFDS60" WW36" WW & 2S BW36" WW & 2S BW11' GR12" CMP12" RCP12' CONCBK1SFD10' GRHTRHTRSS48" WW & 4SELECCONC10' GR10' GR1SFDS12" RCP3 6" WW & 2 S B W36" WW & 2SBW10' GR1SBKDHTRS1SF&BKDSCONCCONCW A LL12' CONC12' GR 13' GR 72" WD72" WD48" WW72" WD12" RCP1 1' BST 12" RCP12' CONC CONC1SBK&FDCONCCONCG10' GR11' BST 72" CONC1SFDWCONC10' S OIL SSSSCONC12' G R 8' GR12" RCPGR8' SOILSOIL60" WWWWW12" HDPEBK48" WW48" W W MTLBKMTL48" WW & 4SELEC12' G R FENCE60" WW60" WWSEPTIC TANK REPAIR AREA SEPTIC (INACTIVE)SEPTIC TANK(INACTIVE)SEPTIC TANKTANK SEPT IC TANKSEPTIC REPAIR FIELDSEPTIC TANKSEPTIC TANKSEPTIC REPAIR FIELDSEPTIC REPAIR FIELDSEPTIC REPAIR FIELD SEPTIC AREASEPTIC REPAIR TANKSEPTIC TANKSEPTIC TANKSEPTIC LINEDRAIN LIN ED RA IN DRAIN LINE LINEDRAIN LINEDRAIN LINEDRAINFIELDSEPTIC REPAIRLINEDRAINTANKSEPTIC TANK SEPTIC FIELD SEPTIC REPAIR LINE DRAIN TANKSEPTIC LINE DRAIN LINE DRAIN LINEDRAIN 72" WDGATEWDTANKPROPANEWELL LINE DRAINTANKSEPTIC FIE LD REPA IR SE PTIC 3 SBW 4 SWW 4 SWW FIELDREPAIRSEPTIC FIELDREPAIRSEPTIC 4 8 ' WW4 8 ' WW4 S BWOUTCLEANUS 221 22' BST8" DIP50 PR2 PR2 PR2 PR2 PR50 PR8" DIP8" DIP50 PR50 PRTTTT-EY2-BL-116 BL-117 BL-118 BL-119 BL-120 BL-121 R2233B-2BY2-204BL-122BL-123HORACE LEE WATSON & MARGARET HARRILL WATSON D.B. 859, Pg. 747 SPENCER WILLIAM WATSON & LESLEY SEAY WATSON D.B. 863, Pg. 34 CARTHER RAY BUCHANAN D.B. 389, Pg. 643, FIRST TRACT CARTHER RAY BUCHANAN D.B. 389, Pg. 643, THIRD TRACT JOSEPH W. JONES REVOCABLE TRUST D.B. 941, P.G. 563, TRACT ONE MARTY G. THOMAS & RESA R. THOMAS D.B. 769, P.G. 779 STACY L. LAIL & KATHERINE H. LAIL D.B. 445 P.G. 75 HORACE L WATSON & MARGARET H WATSON D.B. 238, Pg. 611 RANDY GENE PATTERSON D.B. 636, Pg. 366 EIPEIPEIPEIPS 72°41'18" E110.59'S 72°41'18" E402.96'N 13°55'12" E433.95' S 02°41'42" W 256 .77' 690.52' (T) N 03°21'32 " E 429 .81' S 02°55'35" W 346.24' S 05 °24'19 " W250.20' N 05 °2 8'34 " E 281.89' N 0 5°24'18 " E 25 0.20'S 83°50'10" E133.54'S 84°13'30" E398.53'S 84°13'30" E226.09'S 15°48'34" W65.54' S 28°41'26" W310.48'N 78°20'54" W490.09'S 12°33'07" E 145.00' S 12°33'07" E 121.52' S 12°27'02" E 301.79'N 80°23'17" W260.43'S 49°58'23" W192.86'N 76°11'42" WN 17°01'37" W36.89'S 12°09'58" W 881.04' (T)N 89°05'36" E961.27' (T)N 80°51'59" W702.53'S 15°22'22" E 293.63'S 10°47'13" W5 75.89'404.27'N 73°00'09" W200.92'N 65°51'10" W250.00'N 06°38'52 " E N 06 °09'16 " E 5 13.29' (T )20 3.4 0'309.89'EIPEIPEIPEIPEIPEIP 134.52' N 57°56'36" W223.40' N 00°39 '43" W 119.52' S 41°20'36" E 295.00' S 0 5°35'5 6" W 116 0.4 9'N 89°05'36" E557.00'SECOND TRACT D.B. 389, Pg. 643, S 10°39'57" W9.86'S 80°27'08" E154.06'S 0 5 °28'44 " W 27 7.53' S 15°25'19" E 693.27'N 13°55'12" E12.86'S 02°41'42" W 321.48'N 2 1°44'50" E18 2.6 9' ROBERT W. CLATON DB 2009 PG 44 LINDA GAIL OLIVER BINGHAM DB 780 PG 714 DB 245 PG 638 DB 13E PG 29 LYNN GARREN LANCELYNN GARREN LANCE DB 1156 PG 622 MADGE CAROL HYATT DB 12E PG 609 LARRY DAVID HEAD & ANNETTE IRIS HEAD DB 383, PG 618 RICKY C BAYNARD & LISA PARKER BAYNARD D.B. 669, Pg. 381 RICKY C BAYNARD & LISA PARKER BAYNARD D.B. 669, Pg. 381 CARTHER RAY BUCHANAN D.B. 389, Pg. 643, FIRST TRACT HORACE LEE WATSON & MARGARET HARRILL WATSON D.B. 859, Pg. 747 MARTY G. THOMAS & RESA R. THOMAS D.B. 768, P.G. 590 RICKY C BAYNARD & LISA PARKER BAYNARD D.B. 669, Pg. 381 ELEV. = 1000.01 509' LEFT -BL- STA 46+10 BM #3BM #3 96 STBUCHANAN CARTHER RAY RI CKY C BAYNARD& LI SA PARKER BAYNARDD.B. 6 69, Pg. 38 19449459459459 4 6 946 9479479489489489499499509 5 0 950951951951951 95295295295295395395395395495495495 4 954954 955955955955955955956 9569569569569579 5 7 957957957957 957958958958958958958958959 959959959959959 9599609609609609609609609619619619 6 1 9619619619619619619629629629629 6 2 962962962 962962 963963963963963963963963963963963 963963963963964964964964964964964964964964964 964965965965965965965965965965965 965 966966966966966966966966966966966966966967967967967967967967967 967967967967 968968968968968968968 968968968968968968968969969969969969 969969969969969 969969969970970970970970 9 7 0 970970970970970970970971971971971971 9719719719719719 7 1 971971971972972972 9729729729729729729 7 29739 7 3 973973973973973973973973973974974974974974974974974974974974975975975975975975975975975976976976976976976976 9769769 7 7 9779 7 7977977977977977978978978978978978978978979979979979979979979979980980980980980 9809809809819819819819819819819819829829829829 8 2 982982 982982983983983983983983983983983983 984 984 984984984984984984984984984 985 985 9859859 8 5 98 5985985985985986 986986986986986 986986986987 9879879879 8 7 987 987987987988 988988988988988988 988988989 989989989989989989 989989990 990990990990990990990990990 9 90 991 991991991 991991 991991 991991991 992992992992992992992992992992 9939939939939939939939939939949949949949949949949949949959959959959 9 5995 995995996 996996996 996996 996 996996996 997 9979 9 7 997997 997997997997 998 998998998998998 998998998999 999999999999999 9999999991000 100010 0 010001000 10001000 1000100010001001 100110 01 1 0 0 1 1001100 1 10011001100110011002 10021002 1002 100210021002 100210021003 10031003 10 0 3 1003100 3 1003100310031004 10041004 1004 10 0 4 10041004 10041004100410041005 100510051005 1005100510051005 1005100510051005 10051006 100610061006 10061 0 0 6 10061006 10061006100610061007 100710071007 100710071007 100 7 10071007 1007100710081008 10081008 10081008 1008100810081008 10081008100810091009 10091009 1009 1009 1009100910091009 1009100910091009100910101010 10101010 1010 1010 10101 0 1 0 10101010 101010101010101010101011 10 11 10111011 1011 1011 1011101110111011 1011101110111012 1012 101210121012 10 12 10121012 101210 12 101210121013 1013 1013101310131013 1 0 1 31013101310131013 1013101310131014 1014 10141014101410 14 10141014 10141014 101410141014 1015 1015 10151015 1015 1 0 1 5 10151 0 1 5 10151015 1015101510151016 1016 1016101610161 0 1 6 1016 10 1 6 10161016 10161016 10161017 1017 1017101710171017 10 17 10171017 101710171017 10171018 1018 1018101810181018 1018 1018101810181018101810181018101810181019 1019 1019101910191019 1019 10191 0 1910191019 1019101910191020 1020 102010201020102010201020 10 2 0 102010 2 0 102010201021 1021 102110211021102110211021 102 1 102110211021 102110211022 1022 10221022102210221022 10 2 2 1022102210221022 1023 1023 1023102310231023 1 0 2310231023102310231023 102310231024 1024 1024102410241024 1024 1024102410241024 1024102410241024 1025 1025 1025102510251025 1025 10251025102510 2 51025 102510251025 10251026 1026 102610261026 10261026102610261026 10261026 10261 02 61027 1027 102710271027 1027 10 2 7 1027102710 2 7 1027 1027 1027102710271028 1028 102810281028 10281028 1028 102810281028 102810 2 8 102810281028 1028 1029 1029 102910291029 10291029 1029 1029 1029102910291029102910291029 102910 2 9 1030 1030 103010301030 10301030 10301030 10301030 1030 1 0 3 0 10301030103010301031 1031 103110311031 103110311031103110311031 10311 0 3 1 10311031 10 3 1 1032 1032 103210321032 10321032 1032 1032103 2 1032 103210 3 2 103210321032103210321033 1033 103310331033 10331033 1033 103310331033103310 3 3 10331033103310331034 1 03 4 103410341034 10341034 1034 1034103410341034103 4 1034103410341035 1035 103510351035 1035103 510351035 10351035 10351 0 3 5 10351 0 3 5 103510351035103510361036 1036 10361036 103610361036 103610361036 10361036 1036103610361036103610371037 1037 10371037 10371037 10 3 7 103710371037103710371037103710381038 103810381038 103810 3 8103 81038 1 0 3 81038 103810381038103810391039 103910391039 103910391039 10391039103910 391039 1039103910401040 104010401040 1040104010401040 1040104010 4 0 1040104010411041 1041 10411041 104110411041 10411041104110411041 1041104110411041104110421042 1042 10421042 10421042104210421042 1042104210421042104210431043 1043 10431043 10431043104310431043 1 0 4 310431043 104310431043104310441044 1044 10441044104410441044 10 44 104 4 10441044104 4 104410441044 104410451045 1045 10451045 1045104510451045 10451045104510451045 104510451045104510461046 1046 10461046 104610461046 104 6 10461046104610 46 104610461046104610461046104610471047 1047 10471047 104710471047 1 0 4710471047104710471047 10471047104710481048 1048 10481048 104810481048104810481048104810481048 1048104810491049 1049 10491049 1049 104910491049 1049 10491049104910491049 10491049104910501050 1050 10501050 1050105010501050 105010501050105010501050105010511051 1051 10511051 105110511051 1051105110511051 1051105110511051 10521052 1052 10521052 105210521052 10521052105210521052105210521052105310531053 10531053 105310531053 105310531 0531053 105310531053105310541054 1054 10541054 1054105410541054 105410541 0 5 4 1054 10541054105510551055 1055 1055105510551055105510551055 10551055 105510551056105610561056 10561056 1056 1056105610561056 10561056 10561056105610561057105710571057 10571057 1057 1057105710571 0 5 7105710571057 10571057105710571057 105710571057105710571058105810581058105810581058 10581058 105810 5 81058 105810581058105810581058 105910591059 10591059105910591059 10591059 1059105910591059105910591059106010601060 106010601060 106010601060106 0106010601060106010601060106110611061 106110611061 1061 106110611061 106110611061 106110611061 106110611062106210621 06210621062 10621062106210621062106210621062106210621062106210621063106310631063 1063 1063 10631063 1063 106310631063 106310641064 106410641064 1064 10641064 1064106410641065106510651 0 6 5 10651065106510651065106510651065 10661066 1066 10661066106610661066 10 66106610671067 10671067106 7 10671067106710681068 1068106810691069 10691069107010701070107110711072107210731074 10 7 5 1 0 7 6 107 7 107 8 107910801081 MATCH TO SHEET 11 - -L3- STA. 641+50.00MAT C H T O S HE E T 9 - - L3- S T A. 6 15 + 0 0.0 0 MATCH TO SHEET 21 - -Y- STA. 21+00.00MATCH TO SHEET 22 - -Y- STA. 36+50.00NAD 83 29+69.86 27+66.89 VPD IN 100s* * 2040 2022 TRAFFIC DATA 88 73 41 33 15 12 7 6 B C D A BYPASS US 221 55 44 9 7 124 102 3 2US 221PROP PAVED SHOULDER 181.30' LT +92.97 203.78' LT +97.60 195.92' LT +35.74 175.09' LT +31.44 115.00' LT 68.21' LT +85.00 115.00' LT 67.60' LT +15.00 77.38' RT RPC +09.87 77.04' RT RPC +36.62 179.43' LT +52.69 220.23' LT +61.87 181.06' LT +28.38 SILLS AND BAFFLES BURIED 1' 8' x 8' RCBC WITH 20' SPACING1' HIGH BAFFLES @SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019B C -Y- POT Sta. 24+33.05 -RPB- POT Sta. 33+41.77= -Y- POT Sta. 24+51.05 -LPB- POT Sta. 21+86.27= -Y- POT Sta. 35+42.43 -RPC- POT Sta. 28+39.14= (47.00' LT) -L3- POC Sta. 632+39.40 -LPB- ST Sta. 10+00.00= (47.00' RT) -L3- POT Sta. 630+12.47 -LPC- ST Sta. 10+00.00=AT-1-Y--Y-1015 -LPC- SC Sta. 11+80.00 -LPC- ST Sta. 17+72.74 -Y- POT Sta. 35+24.43 -LPC- POT Sta. 19+52.74= CURVE DATA FOR -LPC- PIs Sta 11+20.98 F Ls = 180.00' LT = 120.98' ST = 60.89' PI Sta 15+61.01 D L = 472.74' T = 381.01' R = 230.00' PIs Sta 16+93.00 F Ls = 120.00' LT = 80.29' ST = 40.26' Se = 0.0815 2025CURVE DATA FOR -RPC- PIs Sta 11+10.95 F F Ls = 200.00' LT = 110.95' ST = 89.43' PI Sta 16+72.02 D L = 882.02' T = 472.02' R = 1,000.00' PIs Sta 21+48.76 F Ls = 200.00' LT = 133.40' ST = 66.73' Se = 0.08 1015 20-LPB- SC Sta. 11+80.00 -LPB- ST Sta. 19+72.80-LPB- CS Sta. 18+52.80-RPB- CURVE DATA FOR -LPB- PIs Sta 11+20.98 F Ls = 180.00' LT = 120.98' ST = 60.89' PI Sta 32+97.59 D L = 672.80' T = 2,117.59' R = 230.00' PIs Sta 18+93.06 F Ls = 120.00' LT = 80.29' ST = 40.26' Se = 0.08 15202530CURVE DATA FOR -RPB- PIs Sta 10+66.68 F Ls = 200.00' LT = 133.35' ST = 66.68' PIs Sta 25+26.45 F Ls = 200.00' LT = 133.53' ST = 66.84' PI Sta 28+54.49 D L = 493.33' T = 261.57' R = 600.00' Se = 0.08 -RPB- PT Sta. 30+86.26-RPC- CS Sta. 20+82.03 -RPC- ST Sta. 22+82.03 -RPB- TS Sta. 23+92.92 -RPB- SC Sta. 25+92.92 -RPB- ST Sta. 12+00.00 TYPE B-77 TYPE B-77 TYPE B-77 TYPE B-77 IA MASH, TL-3 IA MASH, TL-3 -DRW2- POT Sta. 15+01.06-Y- POT Sta. 38+50.00=639+46.42 CREST26+29.17CREST2'-6" C&G2'-6" C&GGREU TYPE TL-3PROP. GUARDRAI LPROP. GUARDRAIL CAT-1 GREU TYPE TL-3GREU TYPE TL-3GREU TYPE TL-3GREU TYPE TL-3253035RO = 120' RO = 200' RO = 180'RO = 120' RO = 180' RO = 200'RO = 200' RO = 200' SKEW=65°01'51.0" -RPC- -LPC- -LPB- -L3-ASPH16'CURVE DATA FOR -L3- PI Sta 615+05.64 D L = 1,998.30' T = 1,091.50' R = 2,000.00' PIs Sta 625+32.53 F Ls = 360.00' LT = 240.10' ST = 120.09' Se = 0.08 RO = 360' -Y- POT Sta. 28+68.37 -L3- POT Sta. 633+19.68=-L3- ST Sta. 627+72.44-L3- CS Sta. 624+12.44615620625630635640615620625630635640GUIDERAILPROP. CABLE GUIDERAIL PROP. CABLE -L3-TYPE B-77TYPE B-77TYPE B-77TYPE B-778:18:1 8:1 15+92.76SAG 33+63.35SAG12+92.19 S A G 12+09.50SAG 621+32.14SAG 19+50.00SAG -LPC- CS Sta. 16+52.74 GREU TYPE TL-3 10 3/2/2020 2:54:25 PM...\4B Plans\R2233BA_Rdy_PSH10.dgnUSER: comooreLOCATION: DESIGNED BY: CHECKED BY: COUNTY:TIP NO.: DATE: PLANS 0 GRAPHIC SCALE REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 6/2/99 SEE SHEET ? FOR CONC. ISLAND DETAILS SEE SHEET 2B-1 FOR INTERSECTION DETAILS SEE SHEETS 45 & 46 FOR -Y- PROFILE SEE SHEET 44 & 45 FOR -RPC- PROFILE SEE SHEET 42 & 43 FOR -RPB- PROFILE SEE SHEET 41 FOR -LPC- PROFILE SEE SHEET 41 FOR -LPB- PROFILE SEE SHEETS 31 & 32 FOR -L3- PROFILEFCF FF F C C C C C C C C CCCCCCCCCFCCCCCC C C C C C C CCCCCCCCCCCCCCCCCCC F F FFFF F F F F F F F F F F F F F F F F F F F F C F C F C F C F C F C F C F C F C F C C C C C C F F F FFCCCF F F F F F F F F F F F F F F F FFFFFFFFFFFFCFFFFFFFFFFFC C C CF F F F F F C F C F C F C F C F C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F C F F F F F F F F F F F FCCCCCCCCCCCCCCCCCCCCC CCFCFCFCFCFFFFFFFCCCCNO DRIVEWAY PIPE V DITCH STABLE D 0.5 FT. FLOW B= VARIES 6-10 FT. D= VARIES 2-4 FT. B COMBINED CHANNEL EXISTING CHANNEL SKETCH AT CONFLUENCE LOW BANKS STABLE HIGH BANKS ERODED SAND, GRAVEL, COBBLE D 0.3 FT. FLOW B EXISTING CHANNEL SKETCH STABLE VEG. SAND, GRAVEL, COBBLE T= VARIES 5-7 FT. B= VARIES 4-6 FT. D= VARIES 1-2 FT. T WOODS/BRUSH STABLE VEG STABLE GRASS DITCH PRIVATE DRIVEWAY STABLE GRASS V DITCH STABLE GRASS V DITCH STABLE GRASS V DITCH STABLE GRASS V DITCH PIPE CLOGGED, COVERED STABLE GRASS V DITCH D 0.2 FT. FLOW B EXISTING CHANNEL SKETCH 1:1T T= 5 FT. B= 4 FT. D= 1 FT. STABLE GRASS PASTURE DENSE STABLE GRASS PASTURE DENSE STABLE GRASS PASTURE STABLEDITCHGRASS V KK K K KK K K INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION R-2233BA R-2233BA AMP DJM 3/2/2020 3/2/2020 RUTHERFORD 100505025 TO NORTH OF RELOCATED LAUREL HILL ROAD RUTHERFORDTON BYPASS FROM US 74 BYPASS 2 4" RCP-I VJB w/MH JB w/MH 2GI JB w/MH OUTLET PROTECTION CL 1 RIP RAP OUTLET PROTECTION CL 1 RIP RAP SEE DETAIL B SPECIAL CUT DITCH SEE DETAIL B SPECIAL CUT DITCH 2GI15" RCP-III 15" RCP-IV 15" RCP-IV CB DI 18" R C P- III 15" RCP-III 15" R C P-III CBCBCB 15" RCP-III 2GI 15" RCP-III 15" RCP-III 2GI 15" RCP-III 2GI JB w/MH18" RCP-III JB w/MH 2GI 15" RCP-III 18" RCP-III 15" RCP-III 2GI 24" RCP-III 2GI 15" RCP-III CB 24" RCP-III 2GI15" RCP-III 15" RCP-III 2GI 30" RCP-III 18" RCP-III 2GI 15" RCP-III 2GI 2GI2GI15" RCP-III 15" RCP-III 2GIOUTLET PROTECTION CL 1 RIP RAP OUTLET PROTECTION CL 1 RIP RAP REMOVEREMOVEREMOVEFROM DWY2 STA. 10+47 LT TO STA. 10+30 LT18" RCP-III CB 18" RCP-III 18" RCP-III CB1 5" RCP-III 36" RCP-IIISEE DETAIL E LATERAL BASE DITCH 2G IW / ELBOWS15" CSPOUTLET PROTECTION CL 1 RIPRAP OTCB 2GI 2GI 36" RCP-III 15" RCP-III JB w/MH OTCB 30" R C P-III 15" CSPJB w/MH 18" RCP-III REMOVEREMOVEREMOVERE MOVE REMOVE OUTLET PROTECTION CL 1 RIP RAP 20 T ONS CL 1 RIP RP APTI E TO S TANDARD V DI T CH2GI-A 2GI-A 2GI-A 2GI-A FS-B FS-B FS-B FS-B FS-C FS-A FS-C FS-B FS-B SEE DETAIL C AT 0.4% SLOPE STANDARD V DITCH FS-A SEE DETAIL F CHANNEL CHANGE ON BANKS CLASS II RIPRAP ON BANKS CLASS II RIPRAP SEE DETAIL F CHANNEL CHANGE SEE DETAIL A TOE PROTECTION SEE DETAI L ATOE PROTECTI ONSEE DETAIL A TOE PROTECTION EMBANKMENT FROM ROADWAY DRAIN AWAY GRADE TO FILL CHANNEL SEE SHEET 2D-5 DRY DETENTION POND SEE SHEET 2D-5 FOREBAY CL 1 RIPRAP PAD 10 TONS CL 1 RIPRAP PAD 10 TONS CL 1 RIPRAP PAD 10 TONS SEE DETAIL C AT 0.3% SLOPE STANDARD V DITCH 15"SEE DETAIL G BERM DITCH SEE DETAIL H 8' LATERAL BASE DITCH W/ ELBOWS15" CSP36" RCP-III SPREAD= 6.7 FT. SHOULDER WIDTH= 8.0 FT. CROSS SLOPE= 0.02 ft/ft LONGITUDINAL SLOPE= 0.006 ft/ft Q= 0.7 cfs C= 0.9 I= 4.0 in/hr DA= 0.19 ac SPREAD ANALYSIS Y 30+21 NO DECK DRAINS REQUIRED PROTECTI ONOUTLET CL B RI P RAPFlatter4:1 or D 2:1( Not to Scale) SPECIAL CUT DITCH FROM -Y- STA. 33+30 TO STA. 34+50 LT DETAIL J Min. D=1.5 Ft. Ground Natural Slope Ditch Front SEE DETAIL J SPECIAL CUT V DITCH 18"36" RCP-III HTRCONCS2SBKDDKPOOL S OI LN/CTANK SEPTIC REPAIR FIELD SEPTIC LINE DRAIN BL-124 BL-125 BL-126 BL-127 BL-128 BL-129 PHILLIP J. CULBRETH & GAIL L. CULBRETH D.B. 505, PG. 621 N 85°47'10" W365.89' (T)67.25'298.64'S 05 °53'4 7 " W 60 0 .3 1'N 16°03'54" E793.77'N 84°48'39" W565.66'EIP EIP N 5 7 °5 6 '3 6 " W4 6 7 .12 ' N 02°09 '10" E 1080 .99 ' N 0 5 °48'04 " E 507 .91' MADGE CAROL HYATT DB 12E PG 609 MADGE CAROL HYATT DB 12E PG 609 JOSEPH W. JONES REVOCABLE TRUST D.B. 941, P.G. 563, TRACT ONE DB1131 PG 818 ANGEL RENNEE ORR9179189199209219229239249259259269279279289289299299309309319319329329339339349349359359369369369379379379389389389399399399409409409419419419419429429429429439439439439449449449449459459459459459469469469 4 6946 9469479479479 4 7 947947 947948948 9489489489489499499499499 49 949 9509509509509 5 0 9509509509519519519 5 1 951951951 9 5 1 951 9529529529529529 5 2 95295295395395395395395395395495495495495495495495495595595595595595595595695695695695695695 6 957957957957957957957957958958958958958958958958959 959959 959959959959959959960 960960 960960960960960961 961961 961961961961961961962 962962 962962962962962962963 963963963963963963963963963964 964964964964964 9649649 64 964965 965965 9659659659659659 6 5 965966 96696 6 9669669669669669669669 6 6 966967 9679679679679 6 7 9679679 67 967968 968968968968968968968968968969 9699699699 6 9 9699699699699699699 6 9 969970 970970970970970970970970970970970971 971971971971971971 9719719 7 1 9719729729729729729729729729 72972972972 973973973973973973973973973973973973 974974974974974974974974974974974 974 974975975975975975975975975975975975975 9769769769769769 7 6 976976976976976976 977977977977977977977977977977977977 978978978978978978978978978978978978 979979979 9799799 7 9 979979979979979979 9809809809809809 8 0980980980980980 980 981981981981981981981981981 981981 981 981982982982982982982982982982982 982 982983983983983983983983983983983 983 9839849849 8 4 984984984 984984984984 984 9849859859 8 5 985985985985985985985 985 9859869869 8 6 986986986986 986986986 986 9869879879 8 7 98798798 7987987987 987 9889889 8 8 988988988 988988988988 989989989 989989989 989989989989 990990990990990990 990990990990 9919919 9 1 991991991991991991991992992992992992992992992 9929929929929939939 9 3 9939939939939939939939939949949 9 4 9949949949949949949949949959959 9 5 9959959959959959959959 9 5 996996996996996996996996996996 996 997997997 99799799 7997997997997997997 998998998998 99899899 8998998998998998999999999 99999999999999999 9999999100010001000 1000100010001 0 0 010001000 10001000100110011001 10011001 10011001100110011 0 0 1 1001100110021002 100 210021002100210021002100210021002100310031003100310031003 1003100310031003100310041004 1004100410041004100410041004100410051005 1005 1005100510051 0 0 510051005 1 0 0 510051006 10061 0 0 6 10061006100610061006 100610061007 100710071 0 0 7 10071007100710071007100810 0 8 10 0 8 100810081008 1 0 0 810081008 1 0 0 81008 100810091009100910091009100910091 0 0 9 100910091010101010101010101010101 0 1 0 1010101010111011 10111011101110111 0 1 1 10111011101110121012 10121012 1012101210121012101210131013 10131 0 1 3 1013101310131013101310141014 10141014101410141 0 1 4 1014101410151015 101510151015101510151015101510161016 101610161016101610 16 101610161017 1017101710171 0 1 7 101710171018101810181018101810181018101910191 01 91019 10191020102010201020102010211021102110211021102110221022102210221022102310231023102310231023 10241024102410241025102510251 0 2 5 102610261026102710271 0 2 7 102810281028102910291029103010301 0 3 0 10311031103110321032103210331033103310341034103410351035103510361036103710371038103810391039104010411042104210431043104410451046R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019MATCH TO SHEET 12 - -L3- STA. 654+50.00MATCH TO SHEET 10 - -L3- STA. 641+50.00PROP PAVED SHOULDER SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD CAT-1 NAD 83 PROP. GUARDRAIL PROP. GUARDRAIL CURVE DATA FOR -L3- PI Sta 666+39.01 D L = 4,326.77' T = 2,169.79' R = 23,000.00' Se = NC -L3-645650645650GREU TYPE TL-3 GUIDERAIL PROP. CABLE -L3- 8:1 8:1 -L3- PC Sta. 644+69.23 11 3/2/2020 2:54:30 PM...\4B Plans\R2233BA_Rdy_PSH11.dgnUSER: comooreHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 33 FOR -L3- PROFILE F F F F F C C C F C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F C C F DRY FLOW, INTERMITTENT 0.1 FT. - 0.2 FT. BEGIN WET EXISTING CHANNEL SKETCH T B D DRY BED NO FLOW ERODED STEEPER BANKS LEAVES. UPSTREAM DRY, SAND, GRAVEL, T= VARIES 3-4 FT. B= VARIES 1-2 FT. D= VARIES 0.2-0.5 FT. EXISTING CHANNEL SKETCH T BDRY BED NO FLOW T= VARIES 3-5 FT. B= VARIES 2-4 FT.COBBLE DRY, SAND, GRAVEL, EXISTING CHANNEL SKETCH T B D DRY BED NO FLOW T= VARIES 2-3 FT. B= VARIES 1-2 FT. D= 1 FT. BENDS BANK EROSION AT SOME COBBLE, MINOR DRY, SAND, GRAVEL, EXISTING CHANNEL SKETCH T B D0.4 FT. FLOW T= VARIES 8-10 FT. B= VARIES 6-8 FT. D= VARIES 2-3 FT. BOULDER, BEDROCK COBBLE, ISOLATED SAND, GRAVEL, EXISTING CHANNEL SKETCH T B D0.4 FT. FLOW T= VARIES 8-10 FT. B= VARIES 6-8 FT. D= VARIES 2-3 FT. BOULDER, BEDROCK COBBLE, ISOLATED SAND, GRAVEL, ON LEFT SIDE MINOR BANK UNDERCUT BEDROCK STEP POOLS LEAVES UNDISTURBED. DRY SWALE, NO BANKS, EXISTING CHANNEL SKETCH T B D 0.1 FT. FLOW T= VARIES 5-7 FT. B= VARIES 3-4 FT. D= VARIES 0.5-2 FT. SAND, GRAVEL STABLE VEG GRASS PASTURE STABLE KK K K R-2233BA BURIED 1'66" RCP-CDHW JB w/MH SEE DETAIL B RIPRAP ON BANKS ONLY 3 6 " RCP-CDJB w/MH CL 1 RIP RAP HW JB w/MH 15" RCP-III 15" RCP-III 15" CSP15" CSP15" RCP-III 15" RCP-III RCP-III 15" RCP-III 15" OTCB OTCB 2GI 2GI 2GI JB w/MH JB w/MH 2GI 2GI 2GI 2GI2GI 2GI 2GI 2GI CL 1 RIP RAP CL 1 RIP RAP SEE DETAIL B RIPRAP ON BANKS ONLY FS-B FS-B FS-B SEE DETAIL C TOE PROTECTION SEE DETAIL D TOE PROTECTION SEE DETAIL D TOE PROTECTION SEE DETAIL C TOE PROTECTION SEE DETAIL C TOE PROTECTION SEE DETAIL C TOE PROTECTION 1 5" CS P 2GIBURY 0.4' 3 0" CS P 3 0 " RCP-III SEE DETAIL A LATERAL BASE DITCH SEE DETAIL D TOE PROTECTION SEE DETAIL F BERM DITCH CL 1 RIPRAP PAD 10 TONS SEE DETAIL E SPECIAL CUT DITCH W/ELBOWS15" CSP15" RC P -III 15 " RCP -III W/ELBOWS15" CSP15" RCP-III 15" RCP-III 18" RCP-III 24" RCP-III 30" RCP-III CL 1 RIPRAP CL 1 RIPRAP vvBSS S1SFD48" WW & 1SBW48" W W & 1SB W 4 SBWMTL10' GR 10' GR10 ' GR 48" WD1SBK&FD12' GR48" WD9' GR1SBKDCONCSSS G13' CONC1SFDSOI L18" CMPMTL1SFDABANDS48" WW & 1SBW48" WW & 1SBWSABAND48" WW & 1SBWBABAND4 8 " WW & 1SBWMTL24" CMPWWALLBKBKWAL L WWCONCBLKR E T AI NI NG4 8" WW & 1S B W4SBWCONC48" WW & 1SBWSOILGR CONCTANK SEPTIC TANKSEPTIC REPAIR FIELDSEPTIC LINE DRAIN TANK SEPTIC TANK SEPTIC TANKSEPTIC LINE DRAIN SR 2200 DAVENPORT RD 20' BST DEADEND2 PR5 PR SPLICETTTTSPLICE-EY3--EY3--EY3-2 PR 25 PR 25 PR2 PR 2 PR 2 PR5 PR5 PRBL-130 BL-131 BY3-206BY3-207CHRISTOPHER DALE HILL & ANISSA BRIDGES HILL D.B. 642, PG. 277 FREDDIE ANDERSON HIGGINS & ANITA HIGGINS D.B. 557, P.G. 684 PORTION OF P.B. 6, PG. 152 FELIX C. KEGLEY & REGINA H. KEGLEY D.B. 841, P.G. 356 P.B. 6, PG. 152, LOTS 7 & 8 DOUGLAS W. ARROWOOD D.B. 866, PG. 358 PORTION OF P.B. 6, PG. 152 JIMMY P. HIGGINS D.B. 731, PG. 74 P.B. 6, PG. 152, LOT 10MONN 88°38'58" E275.08'N 00°20'30" E 137.42' 0.73' S 51°25'00" E 200.00' 168.37'S 38°34'28" WN 18°30'00" E183.89'S 18°30'00" W19 5.65' 0.47' 292.20' N 51°36'59" E 292.67' (T)N 83°00'59" E372.70'S 82°16'04" E392.61'S 10°01'04" E 349.06' 430.38'S 87°49'36" E502.79'EIP EIP EIPEIP N 02°09'10" E S 38°33'32" W331.80'60.00'EXISTING R/W60.00'EXISTING R/WEXISTING R/WCHAD S. TONEY & PAMELA L. TONEY DB 1135 PG 353 DB1131 PG 818 ANGEL RENNEE ORR MADGE CAROL HYATT DB 12E PG 609 MADGE CAROL HYATT DB 12E PG 609 DOUGLAS W. ARROWOOD D.B. 866, PG. 358 PORTION OF P.B. 6, PG. 152 93393493593693793893994094194294394494594694794894995095195295395495595695795895995996096096196196296296396396396496496496596596596696696696796796796896896896996996997097097097197197197297297297397397397497497497597597597 6976976976977977977977978978978978979979979979979 980980 980980980980981981981981981981 982982982982982982983983983983983983984984984984984984985985985985985985986 986 986986986986987 987987987987987987987988 988988988988988988989 989989989989989989990990990990990990990991991991991991991991991 992992992992992992992992 993993 993993993993993993993994994 994994994994994994994994994995 995 995995995995995995995995 996 996996996996996996996996996997997997997997997997997997 998998998998998998998998 998998998 999999999999999999999999 9 9 9999 10001000100010001000100010001001100110011001100110011002100210021002100210021003100310031003100310031003 10041004100410041004100410041004100510051005100510051005100510061006100610061006100610061007100710071007100710071007100710081 0 0 81008100810081008 10091009100910091009100910091009101010101010101010101010101110111011101110111 0 1 1 1012101210121012101210131013101310131013101310141014101410141014101510151015101510151016101610161016101610161017101710171017101710181018101810181018101910191019101910191019 10201020102010201020 10 2 11021102110211021 10221022102210221022102210231023102310231024102410241024102510251025102510251 02 6102610261026 1027102710271027102810281028 10291029102910301030103010301031103110311032103210321033103310341034103510351036103610371037103810381039103910401040104110411042104310441045104610 4 7 104810481050R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019MATCH TO SHEET 11 - -L3- STA. 654+50.00MATCH TO SHEET 13 - -L3- STA. 667+50.00PROP PAVED SHOULDER 135.00' LT +57.00 140.00' LT +85.00 135.00' LT 94.77' LT +65.00 135.00' LT 94.79' LT +35.00 SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD -SR1-GREU TYPE TL-215-SR1- PC Sta. 11+01.12 -SR1- PT Sta. 14+96.38-SR1- POT Sta. 10+20.00 BEGIN CONSTRUCTION -SR3- POT Sta. 14+38.54 END CONSTRUCTION NAD 83 CAT-1 1 2 +1 5. 8 7CREST GREU TYPE TL-2 -SR1- POT Sta. 10+08.06 10-SR3- P OT Sta. 8+60.00 -SR3- PC Sta. 10+14.84 -SR3- PT Sta. 10+82.47 -SR3- POT Sta. 9+58.45 BEGIN CONSTRUCTION 22' RT -SR3- 13+75.00 -CUL3--SR3- -SR3--SR3- POT Sta. 14+55.51CURVE DATA FOR -L3- Se = NC PI Sta 666+39.01 D L = 4,326.77' T = 2,169.79' R = 23,000.00' PI Sta 10+50.00 D L = 67.63' T = 35.17' R = 100.00' Se = NC CURVE DATA FOR -SR3- CURVE DATA FOR -SR1- Se = 0.06 PI Sta 13+53.69 D L = 395.26' T = 252.58' R = 250.00' RO = 108'655660665655660665GUIDERAIL PROP. CABLE -L3--L3-CONC18'SOIL18'8:1 8:1 667+06.60 SAG 12 ...\4B Plans\R2233BA_Rdy_PSH12.dgnUSER: comooreHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 51 FOR -SR3- PROFILE SEE SHEET 49 FOR -SR1- PROFILE SEE SHEET 34 FOR -L3- PROFILE F FF F FF F F F F F F C CCC F F CC C C C C C C C C C C F C C C CC C F C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F C C F F F F F F C C C C C F FFCF ABANDONDED HOUSE IS NOT PLASTIC PIPE STABLE NO ACCESS DISSIPATES INTO WOODS SHOULDER, NO DITCH STABLE GRASS V DITCH DENSE VEG STABLE V DITCH, PASTURE STABLE GRASS GRASS PASTURE STABLE R-2233BA 15" R C P-III 15" RCP-III 24" RCP-III18" RCP-III 18" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III OTCB 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI CL B RIP RAP CL B RIP RAP SEE DETAIL A SPECIAL CUT DITCH FS-B FS-B FS-B FS-C FS-A FS-B SEE DETAIL B TOE PROTECTION JB w/MH JB w/MH 2GI 30" RCP-III15" RCP-III 15" RCP-III 15" RCP-III 2 4" RCP- III24" RCP-III15" RCP-III 24" RCP-III2GI FS-A REMOVE GRADE TO DRAINGRADE TO DRAIN FS-A SEE DETAIL C BERM DITCH OUTLET PROTECTION CL B RIP RAP SEE SHEET 2D-4 DRY DETENTION BASIN CL 1 RIPRAP PAD 10 TONS INV OUT =978.0 RISER TOP = 984.0 2GI-A 3 0 " RC P -III30" RCP-III 18" RCP-III 15" R CP-III 15" RCP-III SEE DETAIL D LINE EXISTING CHANNEL SBB10' GRHTRSW/LTS48" WW & 1SBW48" WW & 1SBWW/LT5SBWW10' GR4SBW4SBW4SBW4SBW 4SBWDKDK4SBWTANK SE PT IC L IN E D RA IN REPAIR FIELD SEPTIC F IELD REPA IR SEPT IC SE AT =950.55' SE A T =950.12'SEAT=950.28'SEAT=950.28'WD T2 PR2 PRB L -13 2 BL -13 3 BL-134HTRSGRGRG 1SMTL 12" CM PSPIG O TLOYD C. PATE &PAMELA LYNN PATED.B. 790, PG. 584LOYD C. PATE KEVIN MARTIN PATE D.B. 697, PG. 371 E IP S 18°17'22" E 58.01' S 43°50'22" E73.87'S 85°01'12" E118.87'S 47°35'53" W 22.33'83.29'N 53°48'09" W55.67'N 12 °4 4'11 " E 9 7 .5 9'N 68°12'41" W100.00'N 21°47'19" E90.00'S 68°12'41" E157.76'S 12 °4 6'14 " W 189 .24' S 12°47 '21" W 9 .42 '20.03'26.00'S 79°47'07" E129.32' (T)N 06°28'18" E 31.56'S 86°07'12" E187.36'N 21°37'33" E67.48'S 74°19'37" E136.46'S 65°45'47" E149.24'S 3 2°30'18" W118.7 1' S 6 2°11'0 8" W7 9.6 1' S 11°10'33 " W 657 .45'N 69°43'17" WS 74°29'36" E182.05'N 86°01'23" E 63.60'N 67°45'00" W1687.36' (T)1434.95'N 09°39'52" W607.29' EIP EIP EIP KATHY PATE MORGAN LYNN PATE DB 1167 PG 785 DOUGLAS W. ARROWOOD D.B. 866, PG. 358 PORTION OF P.B. 6, PG. 152 KATHY PATE MORGAN LYNN PATE DB 1167 PG 785 ROGER MCCLUNEY & CALMAY GAIL McCLUNEY HAMMETT DB 1077 PG 879 LOYD C. PATE 928929930931931932932933933933933934934934 9349359359359359369369369379 3 7 93793893893893893993993993994094094094094194194194 1941942942942942942943943943943943943944944944944944944944944945945945945945945945 945945946946946946 946946946946947947 94794794794 7947947 9489489489489489489 499499 4 9 9499499499499509509509509509509509519519519519519519519529529529529529529539539539539539539 54 9549549549549549559559559559559559 5 6 9569569569569569579579579579579579589589589 5 8 958958959959959959 959959960960960960 960960960 961961961961 961 9619619629629 6 2 962 9629629639639 6 3 963 9639639649649 6 4 964 9649649659659 6 5 965 9659659669669 6 6 966 9669669669679679 6 7 967967967968968968968 968968969969969969 969969969970970970970970970 970970970971971971971 971971971972972972972 972972972973 973973973 9739739739 74974 97497 49749749749 7 5975 9759 7 5 9759759759759 7 6976976 976976976 9769769769769 7 7977 977 977977 977977977977 9 7 8978 9 7 8 978 978 978978978978979979 979979979979979980980 9809 8 0 980980980981981 981981981 981981981982982 982982982982982982983983983983 983983983983984984 9849849 8 4 9849849849849849 8 5985 9859859859 8 5 985985985985986986 986986986 986 986986986986987987 987987987 987987987988988 988988988 988988988989989 989989989 989989989990990990 990990990 990990990991991991 991991991991991991992992 992992992992992992993993 993993 9 93 993993994994 994994994994994 994994995995 995995995995996996 996996996996 997997997997 9979989 9 8 998998998 9989989 9 9999 999999999999999999 9991 0 0 0 1000 100010001000100010 0 11001 100110011001100110 0 21002 10021 0 0 2 1002100210 0 3 100310031003100310 0 4 100410041004100410051 0 0 5 100510051005 1005100610061006 1 0 0 6 1 0 0 6 10061006100610071007 100710071007100710071008 1008100810 08 10 0 8 1008 10091009 10091 0 0 9 1009 10101010 101010 10 10111011 101110121012101210121012 10131013 101310 13101310141014 101410151015 101510161016 101610171017 101710181018 101810191019 1019 1 0 2 01020102010 2 010211 0 2 1 1021102210221023102310241025102610271027 102710281028 10 2 91030 R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019MATCH TO SHEET 12 - -L3- STA. 667+50.00MATCH TO SHEET 14 - -L3- STA. 680+50.00-SR1- STA. 32+00.00MATCH TO SHEET 23PROP PAVED SHOULDER 230.00' RT 185.08' RT +80.00 239.48' RT +17.76 266.07' LT +01.30 316.40' LT +13.44 304.13' LT +62.55 262.77' LT +70.48 318.37' LT +22.95 267.81' LT +03.01 336.68' LT +77.81 314.84' LT +59.73 301.33' LT +05.22 219.97' LT +25.21 242.96' LT +31.36 230.70' LT +86.02 253.55' LT +92.07 197.03' RT +65.00 240.00' RT +60.00BARREL @ 25' SPACINGLOW FLOW (NORTH)1' HIGH BAFFLES BURIED 1'AND BAFFLES (NORTH BARREL)WITH SILLS (BOTH BARRELS)2 @ 8' x 8' RCBCSUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD 2025-SR1-30-SR1- PC Sta. 27+49.39-SR1- PRC Sta. 29+91.79NAD 83 GR 16' CAT-1 GREU TYPE TL-2 GREU TYPE TL-2 RO = 108' Se = 0.06 PI Sta 31+17.50 D L = 238.08' T = 125.71' R = 300.00' RO = 108' Se = 0.06 PI Sta 28+77.65 D L = 242.41' T = 128.26' R = 300.00' CURVE DATA FOR -SR1-CURVE DATA FOR -L3- Se = NC PI Sta 666+39.01 D L = 4,326.77' T = 2,169.79' R = 23,000.00'670675680670675680GREU TYPE TL-3 GUIDERAIL PROP. CABLE -L3- -L3- 8:1 8:1 8:1 8:1 21+56.19 SAG TYPE TL-3GREU TYPE TL-2 GREU TYPE TL-2 GREU USER: comooreHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 13 SEE SHEETS 49 & 50 FOR -SR1- PROFILE SEE SHEET 35 FOR -L3- PROFILE C C C C C C C F F F F F F F F F F F F F F F F F F FF C C F FF F F C C F F F F F F F F F C C C C C C C F F F C C C F F F F F F F F C C C EXISTING CHANNEL SKETCH T B D 0.8 FT. FLOW T= VARIES 8-10 FT. B= VARIES 6-8 FT. D= VARIES 2-4 FT. ON BANKS COBBLE. STABLE VEG SILT, GRAVEL, SOME PASTURE STABLE GRASS PASTURE STABLE GRASS KKK K K R-2233BA 15" RCP-III 15" RCP-III 15" RCP-III 24" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 2GI 2GI 2GI 2GI 2GI JB w/MH 2GI 2GI 2GI 2GI 2GI 2GI 2GI FS-B FS-B SEE DETAIL C BERM DITCH SEE DETAIL B TOE PROTECTION SEE DETAIL D TOE PROTECTION 24" RCP-III JB w/MH24" RCP-III 24" RCP-IIIOUTLET PROTECTION CL B RIP RAP 18" RCP-III JB w/MH REMOVE24"15" RCP-III FS-A FS-C SEE DETAIL E CHANNEL CHANGE OUTLET PROTECTIONCL B RIP RAP OUTLET PROTECTION CL B RIP RAP SEE DETAIL A TOE PROTECTION SEE DETAIL E CHANNEL CHANGE TO EL. 945 FILL EXISTING CHANNEL BENCH FLOODPLAIN BENCH FLOODPLAIN SEE DETAIL A TOE PROTECTION 18" RCP-III 15" RCP-III 15" RCP-III 24" RCP-III 9' SOILBMTLSOILMTLMTLMTL5SBWW5SBW5SBW5SBW9' S OI LN/C N/C50 PR-EY4-242.60' (T)S 7 2 ° 2 2' 2 3 " W7 4. 7 7' S 46°29'43" W79.37'S 6 5°10'0 8" W8 9.6 1'N 69°43'17" W819.90'50.00'EXISTING R/WEXISTING R/WROGER MCCLUNEY & CALMAY GAIL McCLUNEY HAMMETT DB 1077 PG 879 ROGER MCCLUNEY & CALMAY GAIL McCLUNEY HAMMETT DB 1077 PG 879 R O G E R MC C L U N E Y & C A L MA Y G AIL Mc C L U N E Y H A MME T T ROGER MCCLUNEY & CALMAY GAIL McCLUNEY HAMMETT DB 1077 PG 879 ROGER MCCLUNEY & CALMAY GAIL McCLUNEY HAMMETT DB 1077 PG 879 94194294394494594694794894995095195295395495595695795895996096196296396496596696796896997097197297397497597697697797797897897997 9 9809809819819829829839839849849859859869869879879889889899899909909919919929929939939949949959959959969969969979979979989989989999999991000100010001000100110011001100210021002100210031003100310041004100410051005100510061006100610061007100710071007100810081008100810091009100910091010101010101010101110111011101110111011 101210121 0 1 210121012 101310131013101310131014101410141014101410151015101510151015101510161016101610161016101610171017101710171017101710181018101810181018101810191019101910191019101910191019101910201020102010201020102010211021102110211021102110 2 1 1021102210221022102210221022 1022 10221022 102310231023102310231023 10 2 31023 102410241024102410241024 10241024 102510251025102510251025 1 0 2 5 1025102610261026102610261026 1026 10261026 102710271027102710271027 1 0 2 710271027 102810281028102810281028 102810281028102910291029 10291029102910291029102910291030103010301030103010301030103010301030103110311031103110311031103110311031 1031103210321032103210321032103210321 0 3 2 1032 10321033103310331033103310331033103310 33 10331033 1034103410 3 4 1034103410341034103410341034 103510351035103510351035103510351 0 3 5 1035103610361036 1036103610361036103610361036 103710371037103710371037103710371037 10381 03 81038103810381038103810381038103810391039 10391039103910391039103910391039 1040104010401040104010401040 104010401040 10411041104110411041104110411 0 4 1 10411041104210 4 21042104210421042 1 0 42 10421042104 210 4 2 10431043104310431043104310431043104 3104310431044 10441044104410441 0 4 4 104410441044 104410441044104410441044 10451 0 4 5 1045104510451045104510451045 10451045 104510461046104610461 0 4 6 104610461046104710471047 10471048 104810481048104910 4 9 1 0 4 9 R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019MATCH TO SHEET 24 - -Y17A- STA. 22+50.00 MATCH TO SHEET 15 - -L3- STA. 693+50.00MATCH TO SHEET 13 - -L3- STA. 680+50.00MATCH TO SHEET 23 - -Y17A- STA. 15+50.00 PROP PAVED SHOULDER 96.24' RT 45.06' RT +21.19 95.69' RT 39.98' RT +61.35 135.06' LT +73.36 106.43' LT +79.67 124.74' LT +26.49 107.00' LT +10.02 91.75' LT +73.43 SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD -Y17A-TYPE B-77TYPE B-77-Y17A- POT Sta. 18+02.55 -L3- POC Sta. 682+86.65=TYPE B-77TYPE B-77 TYPE B-77 TYPE B-77 TYPE B-77 CURVE DATA FOR -Y17A- PI Sta 23+85.97 D L = 649.26' T = 360.52' R = 600.00' Se = 0.06 GREU TYPE TL-2IA MASH, TL-3 IA MASH, TL-3 680+71.57 CREST NAD 83 15 20 25 -Y17A- PC Sta. 20+25.46 -Y17A- PRC Sta. 26+74.72RO = 120' SKEW=91°28'15.5" CURVE DATA FOR -L3- Se = NC PI Sta 666+39.01 D L = 4,326.77' T = 2,169.79' R = 23,000.00' -L3--L3- PT Sta. 687+95.99PT Sta. 687+95.99690690GREU TYPE TL-2TL-2GREU TYPE TYPE B-77GUIDERAIL PROP. CABLE -L3-21+15.26SAG...\4B Plans\R2233BA_Rdy_PSH14.dgnUSER: comooreHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 14 SEE SHEET 48 FOR -Y17A- PROFILE SEE SHEET 36 FOR -L3- PROFILECFC C C C C C C C C C C C C C C C C C C C C C C C C C F C F C C C C C C C C C C C C C C C C C C C C CFF CCFCF CALONG FENCE SECTIONS OF BARE SOILSWALE STABLE GRASS WITH NO EROSION SOME SECTIONS BARE SOILSWALE STABLE GRASS EXISTING CHANNEL SKETCH T B D SAND GRAVEL 0.5' FLOW DEPTH T= VARIES 3-4 FT. B= VARIES 1-2 FT. D= VARIES 2-3 FT. PASTURE STABLE GRASS PASTURE STABLE GRASS R-2233BA 15" RCP-III 15" RCP-III 15" RCP-III 2GI 2GI 2GI 2GI 2GI SEE DETAIL D TOE PROTECTION FS-A FS-C 18" RCP-III CL 1 RIP RAP FS-A FS-A 2GI JB w/MH 2GI OTCB OTCB30" RCP-III24" RCP-III24" RCP-III24" RCP-III FS-B 2GI-A 2GI-A GRADE TO DRAIN REMOVE DITCH SEE DETAIL B TOE PROTECTION FS-C SEE DETAIL B TOE PROTECTION SEE DETAIL 1 SHEET 2D-2 RIPRAP ENERGY DISSIPATOR BASIN SEE DETAIL A BERM DITCH SEE DETAIL A BERM DITCH SEE DETAIL C SPECIAL CUT V DITCH 15" RCP-III SEE DETAIL D AT 2.6% SLOPE STANDARD V DITCH 18" RCP-III CL 1 RIPRAP PAD 10 TONS 18" RCP-IV RCP-IV 18" CL B RIP RAPY17A STA 19+75 RT TO 21+25 RT SPECIAL GRADE DITCH SPREAD= 5.6 FT. SHOULDER WIDTH= 6.0 FT. CROSS SLOPE= .008 ft/ft LONGITUDINAL SLOPE= 0.012 ft/ft Q= 0.4 cfs C= 0.9 I= 4.0 in/hr DA= 0.1 ac SPREAD ANALYSIS Y17A 19+50RT NO DECK DRAINS REQUIRED SPREAD= 3.7 FT. SHOULDER WIDTH= 6.0 FT. CROSS SLOPE= .02 ft/ft LONGITUDINAL SLOPE= 0.012 ft/ft Q= 0.4 cfs C= 0.9 I= 4.0 in/hr DA= 0.1 ac SPREAD ANALYSIS Y17A 19+50LT RCP-III 18" RCP-III 15" 10' S OI L BL-137 BL-138 BL-139 BL-140 BL-141 STONECUTTER CREEKEIPS 73°57'30" E 336.17'S 65°56'28" E1210.43'S 13°49'30" E 619.72' N 14°22'04" W1225.63' ROGER MCCLUNEY & CALMAY GAIL McCLUNEY HAMMETT DB 1077 PG 879 ROGER MCCLUNEY & CALMAY GAIL McCLUNEY HAMMETT DB 1077 PG 879 STEVEN HOWARD ROSS & ALLISON B. ROSS D.B. 982, PG. 698 ELEV. = 1000.12' 353 LEFT -BL- STA 130+42 BM #6 BM #6 51 A. L. COSTNER HEIRS D.B. 156, P.G. 4688468 4 7 8488498508508518518 5 2 8538548548548558 5 5855855 8568568568568568578578578578578588 5 8858858 858859859859860860860860 860860861861861 861861862862862863863864864865865 865865866866 866866867867867867867868868868868868868869869869869869869869870870 870 87087087187187187287287 2 872 873873873873874874874874874875875875 875875876876876 876 876877877877877 8778778788788788788 7 8 879879879879879880880880880880881881881881 881 882882882882 882882882 883883883883883 883884884884884 8848848858858858858858 8 5 885886886886886886 886 886887887887887 8 8 7 887 888888888888 888 888 889 889889 889889889890890 890890890890891 891891891891891892892892892892892893 8 9 3 893893893894 894 894894894895895 8958958958 9 6 896 896896896897897 897897897898898 898898898899899 899899899900900 9009009009 0 1 901 901 90190190 2 902 9029029029 03 903 90390390390 4 904 904904904905905 905905905 906 906 906 906907907 907907907908908 908908908908 909909 909909909910910 910910910911 911 911911911912 912 912912913 913 913913913914 914 914914914915915 915915915916 916 9169169169 1 7 917 9179179179179 1 8 918 9189189189 1 9 919 919919919919920920 9209209 2 1 921 921921922 922 922922923 923 92392392 4 924 924924925925 925925926926 926926927 927 927927928 928 92892892892992 9 929929929930930 930930930931931 931931931932932 932932933933 933933934934934935935935936936936936937937937937 938938938938 939939939939 940940940940 940941 941941941941 941942 942942942942 943 943943943943 944 944944944944 945945945 945945945946946946 946946 947947947 947947948 948948948948948948949 9 4 9 949949949949949949950 950 950950950950950951951 951951951951952 952 952952952952953 953 953953953953954954 954954954954955955 955955955955956 956 9569569569569 5 7 957 957957957957958958 958958958958959959 959959959959960960 960960960961 961 961961961961962 962 962962962962963 963 963963963963964 964 964964964964965 965 965 965965966 966 966966966966967 967 967967967967968 968 968968968968969 969 969969969969970 970 970970970971 971 971971971971972 972 972972972972973 973 973973973973974 974974974974974974975 975 975975975975976 976976976976976976977 977 977977977977977978 978 978978978978978979 979 979979979979979980 980 980980980980981 981 9 8 1 981981981981982 982 982 982982982982983 983 983 983983983983983984 984 984984984984984984985 985 985985985985985986 986 986986986986986986987 987 987987987987987988 988 988988988988988989 989 989989989989989990 9 9 0 990990990990990991 991 991991991991991992 992 9929 9 2992992992 993 993 993993993993993 994 994 994994994994994 995 995 995995995995995996 996 996996996996996 997 997 997997997997997 998 998 998998998998998 999 999 999999 9999999991000 1000 100010001000100010001000 1001 1001 100110011001100110011001 1002 1002 1002100210021003 1003 100310031003100310031004 1004 1004100410041005 1005 1005100510051006 1006 1006100610061007 1007 1007100710071008 1008 1008100810081009 1009 1009100910091010 1010 10101010101010111011 1011101110111011101110121012 10121012101210131013 1013101310131014 1014 1014101410141014 1015 1015 10151015101510161016 101610161017 1017 1017101710171018 1018 101810181019 1019 101910191020 1020 102010201021 1021 10211021102110211022 1022 102210221023 102310231024 102410241025 102510251026 102610261027 102710271028 102810281029 102910291030 10301031 10311032 10321033 10331034 10341035 10351036 10361037 10371038103810391041 10421043 104510451046 R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019MATCH TO SHEET 14 - -L3- STA. 693+50.00MATCH TO SHEET 16 - -L3- STA. 706+50.00PROP PAVED SHOULDER 122.04' RT 100.00' RT +18.02 134.95' RT +55.60 120.00' RT 100.00' RT +78.02 SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD GREU TYPE TL-3 GREU TYPE TL-3 GREU TYPE TL-3 NAD 83 PROP. GUARDRAIL PROP. GUARDRAIL PROP. GUARDRAIL -L3- TYPE B-77 TYPE B-77 TYPE B-77 TYPE B-77695700 705695700705CAT-1 PROP. GUARDRAIL GUIDERAIL PROP. CABLE 8:1 8:1 699+95.13 SAG 3/2/2020 2:54:44 PM...\4B Plans\R2233BA_Rdy_PSH15.dgnUSER: comooreHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 15 SEE SHEET 37 FOR -L3- PROFILE C C C C C C C C C C C C C C C C C C C C C C C C C C C C C EXISTING CHANNEL SKETCH T B D T= VARIES 5-7 FT. B= VARIES 3-5 FT. D= VARIES 1-3 FT. COBBLE, STABLE VEG SAND, GRAVEL, R-2233BA FS-C FS-B FS-A15" RCP-III 15" RCP-III 18" RCP-III 15" RCP- III 18" RCP-III 24" RCP-III30" RCP-III RCP-III 15" RCP-III 15" RCP-III30" JB w/MH JB w/MH 2GI 2GI JB w/MH 2GI2GI 2GI-A 2GI 2GI 2GI 2GI 2GI 845 TONS CL II RIPRAP SEE DETAIL 1 SHEET 2D-2 RIPRAP ENERGY DISSIPATOR BASIN NO DECK DRAINS REQUIRED SPREAD= 12.6 FT. SHOULDER WIDTH= 12.0 FT. CROSS SLOPE= .025 ft/ft LONGITUDINAL SLOPE= 0.004 ft/ft Q= 4.3 cfs C= 0.9 I= 4.0 in/hr DA= 1.19 ac SPREAD ANALYSIS L3 700+80LT SPREAD= 12.6 FT. SHOULDER WIDTH= 12.0 FT. CROSS SLOPE= .025 ft/ft LONGITUDINAL SLOPE= 0.004 ft/ft Q= 4.3 cfs C= 0.9 I= 4.0 in/hr DA= 1.19 ac SPREAD ANALYSIS L3 700+80RT NO DECK DRAINS REQUIRED 30" RCP-III 30" RCP-III RCP-III 15" 2SFBKDB ST60" CHL & 3SBWMTLMTL WALLCONCDKCONC 84" WDS1SFDS2SFDDKSS CONC1 • SBKD1 • SBKD15" CMP1SBK&FDDKWD C O NC ROCKWALL2SFD 2SF DD K DK SS48" CHLDK CONC 2S B K D 1 1/2 BKD 1 •SBK &FD S OIL POWERBOX48" CHL2SFD15" CM P18" CMP 1S B K D C ONC C ON C15" RCP15" RCPS OILSOIL S OILS OILRK WALLCONCWALL WD RETAINING WALLCONCGRW/LTCONCDK2SFDWD WALLR R TIE WALL CONCBLKPLANTERPLANTER PLANTER 12" RCPSUMPPUMPSTATIONW/LTW/LTBST GRBSTW A LLB R I CK 60" RCP HW CONC INV=860.74'INV=865.19'INV=864.72'30" CMP INV=964.40' DI INV=971.17'TOP=974.45' 24" C MP INV=988.23' TOP=854.18'INV.=847.98' INV.=856.71'TOP=862.81'TOP=867.80'INV.=858.05'TOP=869.28'INV.=859.86'12" DI12" DITOP=871.92'INV.=866.06'INV.=866.92'INV.=867.15'TOP=883.55'INV.=876.05'TOP=1039.16' INV.=1030.60' 8" P V C 8" PVC TOP=1032.68' INV.=1024.77' INV.=1024.58'8" PVC8" P VC TOP=1029.78' INV.=1025.48' TOP=1003.36' INV.=995.23' INV.=994.98' 8" PVC TOP=1013.34' INV.=1006.56' 8" P VC TOP=998 .85'INV .=986 .47' TOP=993.41' INV.=979.31'8" PVCTOP=983.08' INV.=973.75'8" PVCTOP=974.95' TOP=855.02' INV.=847.58' 12" DI12" DI TO PUMP STATION DIRECTIONAL 968.35' INV.= GR BS TBST BST BST CMP18" 1009.76'INV=12" DIBS T BST BSTBSTTOP=1014.57 (CONC CAP)CB INV=981.58' INV=858.86' 8" PVC 8" PVC 8" P VCOUTCLEAN BST SR 2201 THUNDER ROAD 20' BST18" RCPDI TOP=850.25' INV=844.62'CUL3CUL4WW14' CONC HW CONC INV=845.67' RCP 30"DEADENDUS 221860.29'INV.=1034.47'TOP=1026.21' I NV.=18' BSTELLINGTON STREETTOP=904.80'INV.=895.50'TOP=929.88'INV.=921.40'COVINGTON DRIVE 18' BSTFAIRMONT STREET 19' BST2 PR2 PR100 PR100 PR100 PR100 PR2 PR2 P R 6" DI50 PR2 PR 50 PR6" DI6" DI50 PR2 P R6" DI 50 PR 2 PR 2 PR2 PR6" DI 100 PR 2 PR2 PR 2 PRTTTTCCTCCCCTCTTCTOP=855.03'INV=847.63'LOW POWERLINE EL=971.24' LOW POWERLINE EL=973.61' ELLINGTO N STREET 20' BST-EY6A--EY8--EY6B- -EY5-- E Y6 A--EY7--EY7-GR GRBSTGR6" DI6" DI 2 PR2 PR 50 PR50 PR2 PRBL-142 BL-143 BL-144 BL-145BY5-211BY6A-213 BY6A-214 BY7-216 BL-146 BL-147POOL STONECUTTER CREE K DB 927, PG 173 RONALD EUGENE LEITCH & ALVERA E. LEITCH D.B. 502, PG. 304 EIPEIPEIPEIPEIP EIPEIP S 42°53'40" W142.00' N 43°20'22" E 124.70'S 53°06'20" E200.00'N 53°11'41" W200.90'S 41°22'46" W93.99' S 44°48'20" W124.12' S 3 5°5 7'5 9" W2 0 0.9 5'24.68'N 55°23'19" W15.11'N 55°23'19" W85.15'S 88°04'13" W91.25'S 53°02'18" E207.52'N 36°11'42" E196.4 1'S 55°20'22" E122.84'N 17 °18'5 9 " E 17 6 .8 4'S 55°20'22" E76.31'N 05°15'23" E 251.27' S 05°13'41" W 260.37' N 45°28'20" E81.18' N 12°03 '16" E 82 .48 'S 83°50'02" E348.88'N 20°38'41" E 99.95' S 12°11'38" W 89 .15 'N 85°06'37" W364.59'S 44°22'07" E 116.52'S 84°57'07" E50.01'S 85°06'37" E96.30'N 02°21'37" W 398.82' 377.70' 10.10' S 02°23'25" E 387.80' (T) N 02°34'39" W 325.35'N 73°11'06" W1388.74'N 53°09'54" WS 53°09'54" E64.20'S 53°09'54" E 10.66' N 72°10'28" E 12.65' S 84°11'52" E 48.48' S 29°49'02" E 45.91' S 74°43'29" E 24.62' N 30°25'08" E 66.61' N 63°02'13" E 49.32' S 61°11'09" EN 7 0 ° 2 0' 5 3 " E4 1 8. 8 0' N 85°25'00" E 150.00' S 04°35'00" E 130.37'EIPEIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP S 10°52 '59" W 101.60 'S 48°41'09" E216.97'N 84°49'18" W250.00'S 53°06'20" E169.43'N 53°19'30" W174.40'S 56°31'10" E186.65'N 73°07'13" W295.20'72.06'11. 10'13 .4 5' S 08°11'59" E 19.60'5.99'9.18'17.39' 12 .03 '20.11'22.12'22.30' 11.22'EXISTING R/WEXISTING R/W40.00'EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W16.0 0'EXISTING R/WEXISTING R/W16.00' EXISTIN G R/WE XISTIN G R/WEXISTING R/WEXISTING R/W16 .0 0 ' 16.00' 16.00' 40.00'ELEV. = 974.54'S 53°11'54" E 9.57'-BY7- STA 9+46BM #7BM #7 D.B. 1009, PG. 850 CORINA TSERING CARLSON DAVID JAMES BUHITE &OF AZALEA INVESTMENTS, CORP REMAINING LANDS DB 295 PG 599 SUSAN C. FOSTER & ERIC C. FOSTER DB 812 PG 253 A. L. COSTNER HEIRS D.B. 156, P.G. 468 A. L. COSTNER HEIRS D.B. 156, P.G. 468 AZALEA INVESTMENT CORP. REMAINING PORTION OF D.B. 326, Pg. 628 YELTON REBECCA BARRIER YELTON & WILLIAM WYMAN DB 927, PG 170 MICHAEL B TAUB ANGELA A TAUB & DB 829, PG 390, TRACT TWO D.B. 932, PG. 605 RINDA B WILSON DB 829, PG 390, TRACT ONE MICHAEL B TAUB ANGELA A TAUB & LISA B HOPPES DB 1149 PG 749 JIMMY D BRADLEY & DIANA K BRADLEY DB 543, PG 445 HILDA MULL DB 16E PG 236 DB 319 PG 109 DB 1046 PG 542 STRASSBURGER & SUSAN G. STRASSBURGER RAYMOND C. TAMMY LARKIN LEE DB 1115 PG 395 FOREST E. HARDIN & CAROLYN E. HARDIN DB 391, PG 136 DB 839, PG 166 CHARLES JEFFREY EVANS DB 827, PG 766 CHRISTIE LEDBETTER COOPER KENNETH EDWARD COOPER & Pg. 753 D.B. 964, LACHANCE OWENS COLETTE KEVIN OWENS & DON D.B. 849, PG. 316 MILDRED OWENS McPHERSON JAMES A. CILONE 7 MELINDA C. CILONE D.B. 712, Pg. 786 DB 326 PG 628 AZALEA INVESTMENT CORP. BARRIER YELTON YELTON & REBECCA WILLIAM WYMAN 846846847848849850850851851851851852852 853853854854854 855855856856856856856856857857857 857857857857857858858858858858858858858858858858859859859859 859859859859859859859859859860860860860860860 8608 6 0 860860860860860860861 861861861861861861861861861861861861 861 8628628 6 2862 862862862862862862862862 8628628638 63863863863 863863863863863863863863863863864864864 864864864864864864 864 864864864865865865865865865865 8658668668668668668668678678678 67 8678678678688688688688688688688698 6 98698 6 9 8698698698708708708708708708708718 7 1 8 7 1871871 871871 8718 7 28728 7 2872 872872872 8728738738738738738738738748748748748748748758758758758758758768768 7 6 876876876877877877877 8778778788 78878878 8788798 79879879 880880880880 8818 8 1881881 88288288288288388388388388488488488488588 5885885 8868868 86 886887887887 887888888888 888889889889 8898898908908 9 0 8908918918 91 8918928928928928938938938938948948948948958958958958968968 9 6 8968978978 97897898898898898899899899899900900900900901901901901902 902902902903 903903903904 904904904905 9059059059 0 6 9069 0 6 90690 6 907907907907908908908 908909909909909910910 9 1 0 910911911 9 11 911912912912912913913 9 1 3 9 13913914914914 9 1 4 9149159159159159 1 5916916916 916 917917917 917 918918918918 919919919 919 920920920 920 921921921 921 922922922 922923923923 923 9249 2 4924 9249259 2 5925 925 9 2 6926926 926 927927927 927 928928928 928 929929929 929930930930930 931 9 3 1931 9 3 1 9329 3 2932 93293 39 33933933 9349349349349359 35935 935 936936936936 937937937937 9389 3 8938 938 9399 3 9939 939 9409 4 0940 940 941941941941 942942942 9429 439 4 3943 9 439439 4 49 4 4944 944 9 459459459 4 5 9 4 6946946 946 9 4 7947947 947 948948948 948 9 4 9949949 949 9 5 09509509 5 1951951 951 952952952 952 953 9 5 3 953953 954 9 5 4 954955 9 5 5 9559569569569579579579589589589599599599 6 0960 960961961 961961962962 962962963963 963963964964 964964965965 9659 6 6966 9669669 6 7967 967967968968 96896896 9969 969969970970 970971971 9719 7 2972 9729 7 3973 973973974974 9749749 7 5975 975975 976 9 7 6 976976977 9 7 7 9779 7 7 977978978978978 979 9 7 9 9799 7 9 980980980 9809819819819819829 82982982982983983 9 8 3 9839 8 3 9849 8 4984 984985985985 985986986986 986987987987 987988988988 988988989989989 989990990990990 9919919 9 1 9919919929929 9 2 9929939939939 9 3 993993994994 9 9 4 994994995995995995 995995995 996996996 996996997997997997 997998998998 9989989989999999999991000100010001000100 11001 1001100110021002 1002100210031003 100310031004100410041004 10 04 1005100510051005 10 0 5 1006100610061 0 0 6 1006 1007100710071 0 0 7 1007 100810081 00 810081009100910091 00 9100910091010101010101010101010111011101 1 10 11101210121012101210131013101310131 0 1 3101410141014 1 0 1 41014 101510151 0 1 5 1015 1016101610161016 1017101710171017 10181018 101 81 0 1 8 1018101910191019 10191020102010201 0 2 0102110211021 10211021102210221022 10221022102310231023 1023102410241024 1024102510251025 1 0 2 5 10261026 1 0 2 6 1 0 2 6 1026 102710271 0 2 7 1027102710281028102810281028 1029102910291029 10291 02 9 1 0 3 010301030 1030 10 30 10311031103110311031 1031 10321032103210321032 10321033103310331033 1033 1034103410341034 1034 1034103510351035103510351036103610361036 1 0361037103710371037 1037 10381038103810381038 1038 103810391 0 3 9 1039 1039104010 4 0 1040 104010411 0 4 1 104110421 0 4 2 104210431043 1043104410441044 104510451046104610471047 10481048104910491050 105010511052 1 0 5 3105410551056R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019MATCH TO SHEET 17 - -L3- STA. 719+50.00MATCH TO SHEET 15 - -L3- STA. 706+50.00NAD 83 PROP PAVED SHOULDER SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD D CAT-1 15 20 -Y1- -Y1- POT Sta. 10+00.00 GREU TYPE TL-3 GREU TYPE TL-3 NAD 83 GREU TYPE TL-3 +01.00 +50.60-Y7--Y6B-50' R 50' R CURVE DATA FOR -Y7- PI Sta 12+00.31 D L = 50.40' T = 25.31' R = 227.67' Se = Exist. RO = Exist. CURVE DATA FOR -Y6B- PI Sta 13+25.65 D L = 51.31' T = 25.65' R = 3,643.01'R = 3,084.04' T = 74.33' L = 148.64' D PI Sta 14+25.64 Se = Exist. RO = Exist. Se = Exist. RO = Exist. TYPE B-77 TYPE B-77 TYPE B-77 TYPE B-77 CURVE DATA FOR -L3- PIs Sta 715+38.01 F Ls = 200.00' LT = 133.33' ST = 66.67' PI Sta 722+34.44 D L = 1,257.49' T = 629.77' R = 9,000.00'RO = 200' Se = 0.03 -L3--L3- SC Sta. 716+04.67-L3- TS Sta. 714+04.67TS Sta. 714+04.67715SC Sta. 716+04.67710715AT-1 AT-1 AT-1 AT-1 GUIDERAIL PROP. CABLE -Y1- POT Sta. 15+36.13 -L3- POT Sta. 707+84.84= = 79°00'26.1"D -Y7- POT Sta. 13+50.00 -Y6B- PRC Sta. 13+51.31 -Y6B- PT Sta. 14+99.94 -Y6B- PC Sta. 13+00.00 -Y7- PT Sta. 12+25.40 -Y7- PC Sta. 11+75.00 17.66' RT -Y7- 12+27.24 -CUL4- 19.74' RT -Y6B- 13+80.25 -CUL5- SKEW = 79°00'26.1"...\4B Plans\R2233BA_Rdy_PSH16.dgnUSER: comooreHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 16 SEE SHEET 38 FOR -L3- PROFILE C F C F F F F F F F C F C C C C C C C C C C C C C C C C C C C C C C STABLE CHANNEL D/SSCOUR HOLE 4'X4'X1'2 FT. ABOVE GRADE30" PIPE OUTFALL END OF UNMARKED STREAM COLLAPSED BANKSHEADCUT AT U/S LIMIT THIS LOCATION PIPE IS NOT IN HEAVYILY VEGETATEDD/S CHANNEL STABLE, SEPARATION ON PIPEPIPE BROKEN EXISTING CHANNEL SKETCH D B0.1 FT. FLOW D= 0.5-1 FT. B= VARIES 1.5-3 FT.STABLE VEG 2:1 SIDES GRASS V DITCH STABLE B D EXISTING CHANNEL SKETCH 1 FT. FLOW COBBLE, BEDROCK SAND, GRAVEL, PIPE GOOD CONDITION GRASS V DITCH STABLE OPEN TOP JB AT THIS POINTACTUAL PIPE TIES WITH D= VARIES 3-5' HIGH BANK FLOOD PLAIND= VARIES 1-2 FT. LOW BANKB= VARIES 10-15 FT. R-2233BA FS-A FS-B FS-C 30" RCP-III 30" RCP-III15" RCP-III 30" RCP-III 15" RCP-III 15" RCP-III 24" RCP-III JB w/MH 2GI 2GI 2GI 2GI-A 2GI-A 2GI-A R E MOVE R EM O V E RE MO VE REMOVE RETAIN RETAIN AND DITCH RETAIN PIPE FS-A FS-B FS-COUTLET PROTECTIONCL I RIP RAP1037 TONS CL II RIPRAP 30" RCP-III CONC15" CMP17" CONC1 1/2 SF&BKDPOWERBOX2SBKD1SBKD CONC DK CONC1 1/2 SBK &F S 2SBKD1 1/2 SBK&FDCONCCONCSVINEYARDCONCCONCDKSOILRU I N SWDKCONCWINV=1045.25' DI TOP=1045.25 15" RCP TOP=919.46' INV.=910.63' TOP=914.49'INV .=9 0 5 .4 8'INV.=906.10' INV.=1039.81' 8 " P VC8" PVC INV.=1030.60' TOP=1040.11' INV.=1032.06' TOP=1030.41' INV.=1024.81'8" PVC8" PVC8" PVCTOP=1020.90' INV.=1014.97' TOP=1003.61' INV.=996.84' TOP=901.03' INV.=895.00' 10 " D I (P ER S S P LAN S )10" DI (PER SS PLANS) GR BST BST BSTBSTBSTBST 1045.33'TOP= 1032.77'INV.=12" P V C 12 " P V C12" PVC2 P R 100 PR 100 PR2 PR 2 P RTCCCCTCTTOP=1040.63' INV.=1034.37'BRADKIN L ANE -EY6C--EY8--EY6B-DEAD ENDGRGR2" G A LV . 6" DI2 PR(2) 2 P R 50 PR50 PR2 PR BL-148 BL-149 BL-150 B Y 6B -215 BY8-217 BY8-218 BL-151 BL-152 BL-153 AZALEA INVESTMENT CORP. REMAINING PORTION OF D.B. 326, Pg. 628 DB 1094 PG 863 JOHNNIE FRANKLIN ADKINS& MARGARET PAGE ADKINS DB 333, PG 451 DB 1153 PG 554 JOHN RUSSEL NEWTON & PENNY W. NEWTON DB 784, PG 814 DB 1161 GP 358 ERIN R STRICKLAND DB 875, PG 420 HILDA MULL RONALD EUGENE LEITCH & WILLIAM WYMAN YELTON D.B. 731, PG. 536 RUTHERFORD COUNTY D.B. 642, Pg. 273 30' SEWER EASEMENT 30' SEWER EASEMENT EIP EIP EIP N 21°41'39" E127.22' N 16°38'38" W 50.21' N 74°26'06" W 17.37' N 74°26'06" W 26.81' N 14°29'16" E191.20' N 43°00'12" E124.87' N 42°35'04" E 60.87'N 2 6° 0 2' 0 0" E4 9. 7 9' S 21°32'44" E242.29'S 43°15'23" W 40.62'N 83°37'12" W181.56'N 42°31'31" E74.92'N 42°31'31" E49.87'N 48°02'22" E 325.34'N 85°57'34" E194.23'S 07°51'16" W 184 .90'S 81°32'24" W44.69'S 62°23'16" E69.87'S 51°42'14" W50.57'N 2 9°3 4'0 8" EN 5 9°3 4'5 2" E 4 0 6.6 9'865.77' (T)EI PEI P30' SEWER EASEMENT 30' SEWER EASEMENT EIP EIP EIP EIP EIP EIP EIP S 75°29'38" E537.22'S 75°29'38" E199.30'S 75°29'38" E129.24'S 52°28'17" E 200.92' S 52°28'08" E 200.93'N 2 6° 5 6' 1 1" E2 6 3. 3 3' N 25°43'39" W 217.00' N 48°48'49" W219.00'S 84°00'39" W48.72'7 .8 9 ' 7.69' EIP18.59'S 84°00'39" W40.38'16.00'EXISTING R/WEXISTING R/W16.00'EXISTING R/W EXISTING R/W EI PEXISTING R/WN 43°18'45" E125.81'S 50°23'32" E 21.04' N 49°45'54" W20.10'EXISTING R/W N 43°00'12" E133.70' 16.00' GEORGE E. HOLLAND & LOUISE A. HOLLAND DB 860, PG 116, TRACT SIX DB 16E PG 236 DB 319 PG 109 HILDA MULL DB 16E PG 236 DB 540 PG 58 DAVID RYDER STEPHANIE J. RYDER & BRYSON W. FISH & KORTNEY P. FISH HELINA ROWE JEREMY SHANE ROWE & DB 1115 PG 395 TAMMY LARKIN LEE GEORGE E. HOLLAND & LOUISE A. HOLLAND DB 860, PG 116, TRACT SIX GEORGE E. HOLLAND & LOUISE A. HOLLAND DB 860, PG 116, PORTION OF TRACT FIVE STRASSBURGER & SUSAN G.8898908 90891 8918928938938948948948958958958968 9 6 8978978978988 9 8 8 9 8898 899899899 9009009 0 0900900900900901901 9 0 1 901901901902902902902902902902903903903 903903903 903 903904904 904904 904904905905905905 905906906906906 906906907907907 907 907908908908 908 9089089099099 0 9909 909 909 9099109109109 1 0 9 1 0 910 910 911911911911911 911911 911 911912912912912 91291 2 912 9129139139139139139 13 913913913913914914914914914 914915915915915915916916916916916 916917917917917917 918918918918 918 919919919919919 920920920920 920 921921921921921921 922922922922922922 923923923923923923 924924924924924924 9259259259259259259 2 5 9269269269269269269 2 6 9279279279279279279 2 7 9289289289289289289 2 8 929929929929929 929 930930930930930 9 3 0 931931931931931931931 931932932932932932932932 933933933933933933933 934934934934934934934 935935935935935 935 935936936936936936936936 937937937937937937937937 938938938938938938938 939939939939939939939 940940940940940940940 941941941941941941941 942942942942942942 942 942943943943943943943 943 944944944944944944 944 945945945945945945 945 945946946946946946946 9 4 6946947947947947 947947 947 947948948948948 948948948 949949949949949949 949 950950950950950950950 9519519519519519 5 1 952952952952952952952 953953953953953953 9549549549549549 5 4 9559559559559559559 5 5 956956956956956957957957957957957 957 9589589589589589 5 8 9 58 959959959959959960960960960960960961961961961961961961962962962962962962963963963963963963963964964964964964964964965965965965965965965966966966966966966966967967967967967967 967967968968968 9689689689689689689699699699699699699699699709709709709 7 0 9709709 7 0 971971971971971971971971972972972972972972972972972973973973973973973973973974974974974974974974975975975975975975975976976976976976976976977977977977977977977978978978978978978978979979979979979979980980980980980980981981981981981981982982982982982982982983983983983983983984984984984984984985985985985985985986986986986986986987987987987987987988988988988988988989989989989989989990990990990990990991991991991991991992992992992992992993993993993993993994994994994994994995995995995995995996996996996996996997997997997997997998998998998998998999999999999999999999100010001000100010001000100010001001100110011001100110011001 1002100210021002100210021002100310031003100310031003100310031003 10041004100410041004100410041004 100410051005100510051005100510051006100610061006100610061006100710071007100710071007100710081008100810081008100810081008100910091009100910091009101010101010101010101010101110111011101110111011101110121012101210121012101210121013101310131013101310131013101410141014101410141014101410151015101510151015101510161016101610161016101610161016101710171017101710171017101710181018101810181018101810181019101910191019101910191019102010201020102010201020102110211021102110211021102210221022102210221022102310231023102310231023102410241024102410241024102410251025102510251025102510261026102610261026 10261027102710271027102710281028102810281028102910291029102910291029103010301030103010301031103110311031103110321032103210321032103310331033103310331034103410341034103410351035103510351035103610361036103610361036103710371037103710371037103710381038103810381038103810391039103910391039 10401040104010401040104110411 041 1041104210421042104210421043104310431 0 4 3 104410441044104510451045104510451046104610461047104710471048 104810491049 105010501 0 5 0 105110511051 10521052105210531054MATCH TO SHEET 16 - -L3- STA. 719+50.00MATCH TO SHEET 18 - -L3- STA. 732+50.00PROP PAVED SHOULDER 298.61' LT 233.30' LT +36.21 SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019GREU TYPE TL-3 NAD 83 CURVE DATA FOR -L3- Se = 0.03 RO = 200' PI Sta 722+34.44 D L = 1,257.49' T = 629.77' R = 9,000.00' PIs Sta 729+28.83 F Ls = 200.00' LT = 133.33' ST = 66.67' -L3- CAT-1 -L3- CS Sta. 728+62.16-L3- ST Sta. 730+62.16720725CS Sta. 728+62.16730ST Sta. 730+62.16720725730AT-1 AT-1 GUIDERAIL PROP. CABLE -L3- 8:1 8:1 ...\4B Plans\R2233BA_Rdy_PSH17.dgnUSER: comooreHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17 SEE SHEET 39 FOR -L3- PROFILE C C C C C C C C F C F C F C F C C F F F F F F F F F F F F F F F F F F F F F F C C C F F F F F F F F OF CONCENTRATED FLOW LARGE TREES, NO EIVIDENCE DRY SWALE LIGHT BRUSH OF CONCENTRATED FLOW LARGE TREES, NO EIVIDENCE DRY SWALE LIGHT BRUSH OF CONCENTRATED FLOW LARGE TREES, NO EIVIDENCE DRY SWALE LIGHT BRUSH B D T EXISTING CHANNEL SKETCH 0.4-0.5 FT. FLOW T= VARIES 12-16 FT. B= VARIES 8-10 FT. D= VARIES 2-3 FT. BOULDERS COBBLE, ISOLATED SAND, GRAVEL, R-2233BA OTCB 2GI 2GI CL 1 RIP RAP FS-C FS-B FS-B FS-B15" RCP-III 15" RCP-III 18" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI-A JB w/MH 24" CSPJB w/MH 30" CSPOUTLET PROTECTION CL 1 RIPRAP OUTLET PROTECTION CL 1 RIPRAP SEE DETAIL C LATERAL DITCH18" CSP18" RCP-III 18" RCP-III TO EL. 913.0 FILL EXISTING CHANNEL FS-C FS-C SEE DETAIL E2% SLOPE CHANNEL CHANGEBASE DITCH SEE DETAIL D 2% SLOPE CHANNEL CHANGE BASE DITCH SEE DETAIL A BERM DITCH SEE DETAIL B TOE PROTECTION SEE DETAIL E LATERAL V DITCH CL 1 RIPRAP PAD 10 TONS HTR15" CMP48" CONC72" CONCINV=994.30'INV=995.03'FESBY45-371BY45-372HTR ABANDSSSHTRN/CCONCBST1SMTLBUSGRGRGRW/LT48" WD RAILSSW/LTDIMTL MTL MTLMTLMTLMTL DIMTL 18' BSTSSS48" WD RAILHTR72" CHLHTRHTR10' SOIL10' SOIL10' SOIL 10' SOIL72" CHL72" CHL72" CHL96" CHL96" CHLHTRHTRHTRW/LT36" CONC72" CHLW/LTBSTBSTINV.=912.22'INV.=912.74' REPAIR FIELDSEPTICSEPTIC TANKLINEDRAINSEPTIC TANKSEPTIC TANKTOP=924.64'INV.=917.34'TOP=920.22'INV.=912.04'TOP=931.33'INV.=923.53'TOP=942.16'INV.=931.96'10" DI (PER SS PLANS)10" DI (PER SS PLANS)10" DI (PER SS PLANS)10" DI (PER SS PLANS)10" DI (PER SS PLANS)24" CMPINV=984.01'INV=986.04'INV=986.42'INV=990.56'TOP=993.86'TOP=993.38'DIAPPROX JBDICUL3CUL4CE2HW25'X5' CONC BOX CULV24" HDPEWWCONC6'WWCONC14'10' CONC HW6' CONC6' CONC24" CMP24" CMPINV=989.03'60" CMP12" PVC12" PVC12" PVC5 PR5 PR12" PVCTSPINDALEUS 74-A BYP 30' BSTUS 74-A BYPASS 30' BSTGRGRGR5 PR5 PR5 PRBL-159ELEV. = 985.97'356' LEFT-BL- STA 174+92BM #8BL-154BL-155BL-156-EYALT74-1102.96'S 28°06'28" ES 74°41'38" E270.94' (RW-EIP)300.00' (PK NAIL-EIP)DB 456 PG 111, TRACT TWOR/W MONR/W MON30' SEWER EASEMENT30' SEWER EASEMENTN 16°34'03" E100.00'N 73°25'57" W241.16'N 73°25'57" W415.14'S 74°15'57" E90.40'N 17°41'03" E50.82'N 17°41'03" E47.96'N 15°45'17" E107.12'N 15°33'31" E43.55'S 84°48'43" W424.82'S 07°15'37" E469.84'N 84°07'03" E520.39'N 84°07'01" E106.98'EIPS 73°55'04" E89.99'S 73°32'09" E144.20'30' SEWER EASEMENT30' SEWER EASEMENT30' SEWER EASEMENT30' SEWER EASEMENTS 15°44'03" W30.00'EIPEIPEIPEXISTING R/W RUNS ALONG PROPERTY LINEEXISTING R/W RUNS ALONG PROPERTY LINEEXISTING R/W RUNS ALONG PROPERTY LINEEXISTING R/W RUNS ALONG PROPERTY LINEGEORGE E. HOLLAND &LOUISE A. HOLLANDDB 860, PG 116, PORTION OF TRACT FIVEHORTON-AMERICAN PROPERTIES, LLCDB 745, PG 622DALLAS JERRY OWNBY & MARY ELLEN OWNBY SHIRLEY MILLERLOIS JEFFRIES &DB 698, PG 204LEE VARNERSTERLING VARNER & ETHEL LOUISE 183.14'+02.77281.65'+54.05REBARS 84°02'32" W225.96'S 84°10'32" W171.89'N 16°45'32" E98.94'N 15°59'32" E220.53'RW201RW202RW203GEORGE E. HOLLAND &LOUISE A. HOLLANDDB 860, PG 116, PORTION OF TRACT FIVEBM #848 ST48 ST48 STHORTON-AMERICAN PROPERTIES, LLCDB 745, PG 622DB 812, PG 160FRANCES LOGANJ. W. LOGAN & EXISTING R/W RUNS ALONG PROPERTY LINEHTRHTRHTRHTRHTRHTRHTRHTRHTRBL-158BL-157J. W. LOGAN & FRANCES LOGANDB 374, PG 743W/LTLEE VARNERSTERLING VARNER & ETHEL LOUISE DB 488, PG 689W/LTDB 456 PG 111, TRACT TWO& MARY ELLEN OWNBYDALLAS JERRY OWNBYPG 689DB 488, & MARY ELLEN OWNBYDALLAS JERRY OWNBY911 913 914914 914915915 915 915 9169169 1 6 916 916916 917 9 17917 917917 918918 918918918918918918 919919919919919919919919919919 920920 9209209209 20920920920921921921921 921 921 921921921921922922922922 92 2922 922922923923923923 923923 9239 2 3 9239239 2 4924 924924924 924 924 9 2 5925 925925 925 926926926 926926 927927 9279279 2 7 92 8928 928928928 928929929929 929929929929 930930930 9309309 3 0930 93 19319 3 1 931931931 931931 93193 2932932932 932932932 932 933 933933933 933933933 933934 934 934 9349349349349349359359 3 5 935 935935936936936936936936937 9 3 7937 937937938938938 9389389399 3 9939 93993993994094 0 940940 940941941941 941941941941942942942 9429429429 4 3 943 943 943 943943944944 944 9449449449459 4 5945 945945945946946 946 946946946947947 947 947947947947948948 948 948948 94894894994 9949949949949949950950950 950 9509509509 5 1 951951951 9519519519519 5 2 952 952 952 9529529529529 5 3 953 953 953 9539539539539 5 4 9 54954954954 9549549549 5 5 955 955 955955 955955955956 956956 956 956 956956956957 957957957 957 957 957957957958 958 958 958 958958958958959 959959 959 959 959959 959959959960 960960 960 960 960960 960960960961961 961 961 961961961961961961962962 962 962 962962962962962962 96296296396 3963 963 963963963963963963963964964 964 964 964964964964964964964964964965965 965 965 965965965 965965965966966 966 966 966 966966 9669669669669669 6 7967967 967 967967967967967967967968968968 968 968968968968968968969969 969 969969969 9699699699699709 7 0 970 970 970970970970970970970971971971 971 971971971971971971971971 971971 972972 972 972972972 972972972972973973 973 973973973 973973973973974 974 974 974974974 9749749749749749 7 5 975 975 975 975975975975975975975975975976 976 976 9769769769769769769769769769769 7 7 977 977 977977977977977977977977977977 978978 978 978 978978978978978978978979 979 979 979 9799799799799799799 7 9 979979980 980 980 980980980980980980980980980980980980980981 981 981 981 981981981981981981981981981981981982 982 982 982982982982982982982982982982983 983 983983983983983983983983983983984 984 984984 984984984984984984984984985 985 985 985985985 985985985985986 986 986 986986986986986986986986986987 987 987 987987987987987987987987987 987988 988 988 988988988988988988988988988988988 989 989 989 989989989989989989989989989 989990 990 990 990990990990990990990990990991 991 991 991 991991991991991991991991991991992 992 992992 992992992992992992992992992993 993 993993 9939 9 3 993993993993993993993 993 99399399399399 3 993993994 994 994994 994994994994 994994 99499499499499 4 994 994994994994 994994 994994 994994 994994 994994994994995 995 995995 995995995995995995 995995995995995995 995995995995 995995995995995995995995995995995995996 996 996 996 996 996996996996996996996 996 996996 996996996996996996996 996996996 996996996996 996 996 996996996996 9969 9 6996 996996996996996996996997 997 997 997 997997997997997997997997997997997997997997 997 997997997 99799799799799799 7997997 997997 997 997998 998 998998998998998998998 998998 998 998 998 998998998998998998998999 999999999999999999999 999 999 999 999999 9999999991000100010001000100010001000 1000 10001001100110011001100110011001 1001 10011002100210021002100210021002 1002 100310031003100310031003 1003 1003 10041004100410041004 1004 1004100510051005100510051005 100510051005100610061006100610061006 1006 1006100710071007100710071007 10071008100810081008100810081008 100910091009100910091010 101010101010101110111011101110111012101210121012101210131013101310131013101410141014101410151015101510151016101610161016101710171017101710181018101810181018101910191019101910191020102010201020102110211021102110211022102210221022102210231023102310231024102410241024102510251025102510261026102610261027102710271027102810281028102810291029102910291030103010301030103110311031103110321032103210321033103310331034103410341034103510351035103610361036103610371037103710371038103810381038103910391039104010401041104110411041104210421042104310431043104310441044104410451045104610461046104710471047104810481049104910501050105110511052105310541055105510571059R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019MATCH TO SHEET 17 - -L3- STA. 732+50.00PROP PAVED SHOULDEROF TIP PROJECT R-2233BBROW ACQUIRED AS PART OF TIP PROJECT R-2233BBROW ACQUIRED AS PART OF TIP PROJECT R-2233BBROW ACQUIRED AS PART OF TIP PROJECT R-2233BBROW ACQUIRED AS PART OF TIP PROJECT R-2233BBROW ACQUIRED AS PART OF TIP PROJECT R-2233BBROW ACQUIRED AS PART 259.23' LT240.00' LT+81.43218.37' RT+16.70251.10' RT+48.40249.04' RT217.34' RT+37.78WITH SILLS AND BAFFLES1 @ 10'x8' RCBC BURIED 1'25' SPACING1' HIGH BAFFLES @SUITE 410RALEIGH, NC 27607PHONE: 919.881.9939NC COA No. F-09292610 WYCLIFF ROADTYPE B-77TYPE B-77TYPE B-77TYPE B-77-Y25REV--Y25REV- POT Sta. 29+53.10-L3- POT Sta. 743+46.25=GREU TYPE TL-3GREU TYPE TL-3NAD 83-Y25REV-Sta. 31+88.43-Y25REV- PTSta. 30+31.35-Y25REV- PCTYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77GREU TYPE TL-2GREU TYPE TL-2GREU TYPE TL-2CURVE DATA FOR -Y25REV-PI Sta 31+10.35DL = 157.08'T = 78.99'R = 600.00'Se = Exist.RO = Exist.30 Sta. 33+72.53-Y25REV- POTSKEW=75°00'00.0"Sta. 25+00.00-Y25REV- POT 735740735740-L3--L3- POT Sta. 744+50.00 AHBEGIN TIP PROJECT R-2233BB-L3- POT Sta. 744+50.00 BK=END TIP PROJECT R-2233GUIDERAILPROP. CABLE...\4B Plans\R2233BA_Rdy_PSH18.dgnUSER: comooreHYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED18SEE SHEET 47 FOR -L3- PROFILEFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFMOSTLY STABLE BANKSSAND, SEDIMENT IN SCOUR HOLEMAX DEPTH +- 3 FT.12'X20' SCOUR HOLERCBC GOOD CONDITIONEXISTING ROADWAY DITCHROCK STEP POOLSCOLLAPSED BANKS5-6 FT. HIGHAT OUTSIDE OF BENDSEVERE ERODING BANKSSEE DETAIL 21LATERAL BASE DITCHYARD TALL GRASSABANDONED STORAGE 5 S.Y. GEOTEXTILEOUTLET PROTECTION 1 TON CL B RIP RAPKR-2233BASEE DETAIL B TOE PROTECTION36" RCP-III15" RCP-III 15" RCP-III 30" RCP-IIISEE DETAIL B TOE PROTECTIONSEE DETAIL A3' LATERAL DITCHREMOVE 60" CMPSEE DETAIL FCHANNEL CHANGETO EL. 935.0FILL EXISTING CHANNELSEE DETAIL D3' LATERAL BASE DITCH SEE DETAIL C2' LATERAL BASE DITCH SEE DETAIL FCHANGECHANNELTO EL. 916.0FILL EXISTING CHANNELFS-B18" RCP-III 2GI18" RCP-III W/ ELBOWS18" CSP2GI2GIW/ ELBOWS15" CSP15" CSPSEE DETAIL D3' LATERAL BASE DITCH OTCBOTCBOTCBJB w/MHJB w/MH2GI2GIFS-B2GIJB w/MHJB w/MHRCP-III36" 2GI2GIW/ELBOWS15" CSP36" RCP-III36" RCP-III36" RCP-III36" RCP-III30" RCP-III30" RCP-III vvvvvv2 6SOIL11' CONC15" CMP3 2 7 2" CHL & 3 SBW72" CHL & 3SBW72" CHL & 3SBW7 2" CHL & 3SBW72" CHL & 3SBWMTL M T LMTLMTL WATER TOWER1SBKDV A LVE VAULT18' GR11' GR11' BSTGGHTR DKSG 1SBKDRETAINING 2- 60" BLKWALLSSB S TBST 1 5" CMP72" CHL & 3SBW 72" CHL & 3SBW11' GRGR1SFDG1SFDS11' GRWW/LTCONCGRBSTGRTANKSEPTIC REPAIR AREASEPTIC TANKSEPTIC REPAIR AREASEPTIC LINEDRAIN LINEDRAINHWCONC24" CMPINV=1056.33'INV=1058.89'SR 211 9 POORS FORD ROAD 2 3' BSTOUTCLEAN(POLK COUNTY)TO SHILO20" DIP24" DIP2 PR2 PR2 PR24" DIP20" DI P24" DIP24" DIP8" DIP2" PRRADIO ANTENNAT- E Y1-24" DIP2 PR2 PR2 PR2 PR2 PRBY1-283BY1- 2 8 2 BY1-281BY1-280DB 766, PG 509 PB 21, PG 109, TRACT #2 DUKE ENERGY CORPORATION PORTION OF DB 426, PG 740 PB 21, PG 109, TRACT #1 DUKE ENERGY CORPORATION DB 413, PG 355 PB 21, PG 109, CLEGHORN RETAIL SUBSTATION LOT JOHN ROBERT GRAYSON, Jr. DB 643, PG 321, TRACT ONE FLORENCE GRAYSON DB 643, PG 326 JOHN ROBERT GRAYSON, Jr. DB 643, PG 321, TRACT ONE JOHN ROBERT GRAYSON, Jr. DB 643, PG 321, TRACT ONE JOHN ROBERT GRAYSON, Jr. & SHERRY F. KISTLER DB 834, PG 793 FLORENCE GRAYSON DB 196, PG 252MONEIP EIP BROAD RIVER WATER AUTHORITYS 84°57'52" E922.07'7.19'11.46'N 84°58'38" W524.00'S 70°58'38" E385.00'17.85'S 05°01'22" W 107.62'N 70°58'36" W196.46'S 70°58'36" E271.45'N 25°09'07" W144.76'N 39°03'11" E207.79'N 50°56'49" W160.00'S 50°54'14" E159.96'S 39°02'28" W N 42°06'38" W423.43'N 42°22'14" W353.78'S 39°03'47" W2 59.52'S 79°17'25" E239.28'680.15'3.41'EIPEIPS 49°57'44" ESee D.B. 426, Pg. 740 68' Po wer Line Ease ment S 70°58'36" E271.45'N 70°58'36" W196.46'See D.B. 426, Pg. 740 68' Power Line EasementN 52°55'15" W506.95'S 42°00'21" E12.44'11.89'11.39'36.00'EXI STI NG R/WEXI STI NG R/ W EXISTING R/W EXISTING R/WS 49°57'44" E36.00'STEVE K. HUNTLEY REF. D.B. 171, Pg. 419, 1st TRACT D.B. 10E, PG. 486 BRUCE PUTMAN & MARTHEL SWINK MATHENY DB 821, PG 23, EXHIBIT A BRUCE PUTMAN & MARTHEL SWINK MATHENY DB 821, PG 23, EXHIBIT A JOHN ROBERT GRAYSON, Jr. DB 643, PG 321, TRACT ONE FLORENCE GRAYSON DB 196, PG 252 10241025103110321032103310331034103410351035103610361037103710381038103810 3 8 1039103910391040 10401040104010411041104210421043104310431043 1044104410441045104510451045 104610461046 104710471047104710471048104810481048 104910491049104910501050105010501 050105110511051 10521052 1052 10531053105310531054105410541054105410551055105510551055105610561056105610571057105710571 0 57 1058105810581058 105910591059105910591059 1 0 5 9 10601060106010601060 1060 1 060106110611061106110611061 10611061 106210621062106210621062 10621062106310631063106310631063106410641064106410641064 1065106510651065106510 65 106610661066106610661066 1067106710671067106710 6 710681068106810681068106810681068 1068 10681069106910691069106910691069 10691069 10691069107010701070107010701070 1070 10 7 0 107010701 07010711071107110711071107110711 0 7 1 1 0 7 1 107110721072107210721072107 21072 1 0 7 2 1072 107210721072107210721 07 2107310731073107310731073107310731073 1073 10 731073107310731074 1 0 7 41074 1074107410741074107410741 0 7 4 1 0 7 4 1 07 4 107410741075 1075107510751075107510751075 107510751076107610761076107610761076 10761 0 76 1077 107710771 0 7 7 1077107710 78 1078 107810781078107910 79107910791079108010801080R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019MATCH TO SHEET 8 - -Y16A- STA. 24+00.00PROP PAVED SHOULDER 60.27' RT +19.91 84.00' RT +27.00 94.00' RT +54.00 79.81' RT +71.64 24" CMPSUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD 101520-Y16A- PT Sta. 12+02.69-Y16A- PC Sta. 13+54.01-Y16A- PT Sta. 19+92.77-Y1 6 A- GREU TYPE TL-3 5 0' R NAD 83 GR 16'ASPH22'GR16' -Y16A- POT Sta. 12+35.00 BEGIN CONSTRUCTION-Y16A- PC Sta. 10+0.0020.29' LT -Y16- 24+89.36 -CUL2-+18.33PI Sta 23+60.91 D L = 121.56' T = 60.91' R = 760.43' PI Sta 24+73.38 D L = 103.44' T = 51.82' R = 688.38' CURVE DATA FOR -Y16-25-Y16- PC Sta. 23+00.00-Y16- PCC Sta. 24+21.56-Y16- PT Sta. 25+25.00-Y16- PI Sta 16+89.32 D L = 638.76' T = 335.31' R = 850.00' Se = 0.06 RO = 150' PI Sta 11+01.44 D L = 202.69' T = 101.44' R = 1,901.51' Se = EXIST. CURVE DATA FOR -Y16A- Se = Exist. RO = Exist. Se = Exist. RO = Exist. -Y16A- TYPE TL-3GREU 19 3/2/2020 2:55:00 PM...\4B Plans\R2233BA_Rdy_PSH19.dgnUSER: comooreHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 47 FOR -Y16A- PROFILE C F F F FFFCFCFCFCFCFCCC C C C C C C C C F F F F F F F F F F F F F F F F F F F F F F F F F STABLE GRASS V DITCH PIPE GOOD CONDITION PIPE GOOD CONDITION STABLE GRASS V DITCH CONDITION PIPE GOOD STABLE GRASS V DITCH STABLE, FENCED; NO ACCESS R-2233BA SEE DETAIL A TOE PROTECTION SEE DETAIL A TOE PROTECTION RETAIN EXISTING DITCH TIE TO 18" 24" CSPREMOVEOUTLET PROTECTION CL B RIPRAP COLLAR AND EXTEND SEE DETAIL C LATERAL V DITCH 2GI CL 1 RIPRAP PAD 10 TONS SEE DETAIL B 2' LATERAL BASE DITCH 15" CSP ( Not to Scale) 2:12:1D B b LATERAL BASE DITCH 1"/Ft. FROM Y16A STA. 23+00 RT TO 24+70 RT DETAIL D b=5.0 Ft. B=3.0 Ft. Min. D=2.0 Ft. Ground Natural Slope Fill SEE DETAIL D 3' LATERAL BASE DITCH vv2SFDCONCCONCCONCS 10' GR 15" CMP S S MTL 48" WD 4 8 " WDSGR8' GR1SFD15" RCP 15" RCP 8' GR & SOILSS1SFDGSRAMP CONC 8' GR9' BSTN/C60" WD 48" CONC 48" CONC GRBSTSEPTIC TANKSEPTIC TANK SEPTIC TANK REPAIR AREA SEPTIC LINE DRAIN OUT CLEANOUTCLEANUS 221 2 PR 24" DIP24" DIPW -EY1- BY1-285 4' WD AND CHL 4' WD AND CHLGMTLGRAVELGRSPRINKLERVALVE ANDIRRIGATION12" PIPEINVERTEDSTORAGEMTL BOXPOWER VALVEIRRIGATION S HITCHINGPOSTWDPADKEYENTRANCE 6' CHL FENCE 6' CHL FENCE18" RCP WM VALVESIRRIGATION GRGRGRG MTL SPRINKLERVALVE ANDIRRIGATIONSPRINKLERVALVE ANDIRRIGATIONPOSTSGUARDWVC O NC2' CONC2' CONC2' CONCCONC10" HD PE6" HDPE SPIGOT SPIGOT SPIGOT TRISA C. HINES MANLEY DAKIN D.B. 985, Pg. 412, TRACT 2 CYNTHIA KEEVER GOFORTH MONN 85°30'52" W351.46'S 68°51'50" WN 79°08'10" W307.00'S 26°04'41" W 273.13' S 29°51 '50" W 400.00 ' (T) 90.52 '274.03 '27.67 '7.78'N 60°54'02" W184.83'N 40°38'10" W100.00'N 38°38'10" W100.00'N 35°38'10" W100.00'S 70°53'04" E315.73'N 70°44'50" W181.62' (T)167.39'E IP EIP S 29°51 '50" W 274.03 'N 79°08'10" W307.00'14.23'36.00'EXISTING R/W EXISTING R/W KIMBERLY IANE MODE RODNEY DALE MODE DB 1013 PG 132 IAN NEIL HINES DB 04E PG 501 DB 1013 PG 94 IRIS ANNETTE HEAD DB 13E PG 220 DB 381 PG 653 DB 741 PG 359 DB 4E PG 501 D.B. 937, Pg. 582 WHISPERING MEADOWS RANCH RICHARD S DAVIS & DEBORAH A SIERPIEJKO D.B. 895, Pg. 838 23' BST SR 2119 POORS FORD ROAD 1047104810491050105110521053105410551056 1057 1058 1058 1059 1060106110621063 1 0 6 3 1064 106410 65 10651066 10661067 1067 106710681068 106810691069 1069 106910691069 106910701070107010701070107010711071107110711071 10711072107210721072 107 210731073107310731073 1074107410741074 1074 1074107510751075107510751076107610761076 10 7 6 1076 10761077107710771077 1077 10771078107810781078 1078 10781079107910791079 1079 1079 1079 10791080108010801080 108 0 108010801080108010811081108110811081108110811081 1081 1081 1082 108210821082 108310841 0 8 5 R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019MATCH TO SHEET 8 - -Y16A- STA. 32+00.00PROP PAVED SHOULDER 61.33' RT +45.58 61.33' RT +45.58 51.75' RT +89.12 SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD 35-Y16A- PC Sta. 32+49.83-Y16A- PT Sta. 35+68.44-Y16A- POT Sta. 39+90.93-Y16A- -Y16A- POT Sta. 37+50.00 END CONSTRUCTION NAD 83 GR 24' GR 40' GR 16' ASPH 16' PI Sta 34+11.03 D L = 318.61' T = 161.20' R = 850.00' Se = 0.06 RO = 150' CURVE DATA FOR -Y16A- 33+96.30CREST 20 3/2/2020 2:55:03 PM...\4B Plans\R2233BA_Rdy_PSH20.dgnUSER: comooreHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 47 FOR -Y16A- PROFILE F C C C C C C F F F F F F F F F F F C F C F C C V DITCH STABLE PIPE CLOGGED R-2233BA REMOVE REMOVE 15"0.5 CY RETAIN CLEAN OUT TIE TO EXISTING DITCH 18' GR36" CMP W 67 15" CMP 48" WW & 3SBW 9' BST 48" WW & 3SBW1SFD D K 1SFD 1SFD10' GR10' GRW DK 10' GR S S 1SFD CONC10' SOIL 10' BSTW 1SMD 2SBKDDK W S HTRSS DKMTL48" BW 10' GR10' GR 10' GR4 8 " CHL 48" CHL 4SBWMTL60" WW4SBW48" WD RAIL18" CMP 60" W W 10' GR 18" CMPW GR WD RAILCONCW 15" RCP MTL DK60" WWBKN/CN /C MTL TANKSEPTIC FIELDSEPTIC REPAIRTANKSEPTIC TANKSEPTIC FIELDSEPTIC REPAIRLINEDRAINTANKSEPTIC TANKSEPTIC TANKSEPTIC REPAIR FIELDSEPTICLINEDRAINOUTCLEANINV=1029.00'INV=1035.06'HW6' CONCCMP24" 25 PR50 PR8" DIP5 PR 75 PR2 PR2 PR75 PR75 PR5 PR8" DIPT T T US 221 ? BST-EY2-US 221 22' BST60" WWBY2-202 "NCGS MELTON"BY2-203TO RUTHERFORDTONEIP EIPEIPEIP EIP See D.B. 410, Pg. 58468' Power Line EasementEIPS 5 9 °5 7'2 9 " E 10 3 .6 1'N 12°12'01" E242.18'N 77°47'59" W 208.83'S 12°12'01" W174.96'N 44°51'55" E478.34'S 89°02'10" E 58.72'S 67°42'58" E124.08'N 66°31'50" W 102.99' N 66°04 '46" W 162.26 'S 05°30'12" W293.49'S 88°56'56" E 455.36'S 22°19'01" W371.58' (T)295.87'N 26°50'54" E362.00'S 65°52 '53" E 400.00 'N 22°00'58" ES 59°57'29" E48.70'S 17°38'50" W32.00'S 61°47'10" E45.20'EIP EIPEIP EIP EIP EIP See D.B. 410, Pg. 58468' Power Line EasementS 22°19'01" W75.71'N 61°41'16" W69.97'N 16°13'28" E50.71'N 43°07'35" W69.67'S 59°57'29" E115.77'S 09°51'25" E190.12'S 12°12'01" W384.30'N 26°31'28" E548.77'S 20°29'25" W355.06'S 34°07'04" W125.28'N 19°45'45" E108.24'S 01°01'15" W512.68'N 66°24'14" W14.09'EXISTING R/WEXISTING R/W36.00'EXISTING R/WEXISTING R/W36.00'96 ST96 ST96 STD.B. 936, P.G. 444, TRACT ONE DAVID SPILLMAN BOBBY G MCMAHAN D.B. 848, P.G. 115 & NANCY J MCMAHAN ZANNA C. WHITMIRE &MELVIN WHITMIRE D.B. 722, P.G. 430 MARGARET ANN MOORE D.B. 911, P.G. 42 BOBBY G MCMAHAN & NANCY J MCMAHAN D.B. 423, P.G. 624 SALLY BETH PATTERSON DB 1063 PG 524 RANDY GENE PATTERSON D.B. 636, Pg. 366 JAMES M. WHITMIRE ZANA C. WHITMIRE DB 1169 PG 62 MARTY G. THOMAS & RESA R. THOMAS D.B. 768, P.G. 590 D.B. 981, P.G. 717 KAREN H. GRIFFIN 998 99910001001 1002 1003100410051006 1007 1008 10091010 10111012 1013 1014 1015 10 16 1017 1017 1018 1018 10 19 1019 1020 1020 1021 1021 1022 10221023 1023 1024 1024 10241025 1025 1025 10251026 102 6 1026 10261027 1027 10271027 10281028 102810281028102810291029 1029 1029 1029 1029 103010301030 1030 1030 1030 103110311031 1031 1031 1031103210 3 2 10 3 2 1032 1032 1 03 2 1032 10331033 1033 10 3 3 1033 1033 1034 1034 1034 1034 1034 1034 1034 10351035 1035 1035 1035 10351036 103610361036 103610361036 1037 1037 10371037 10371 0 3 7 10371 0 3 8 1038 1038 1038 1038103810381038 1 0 3 9 103910391039 1039 1039 1039 1039104010 40 1040 1040 1040 10401041 1041 1041 1 0 41 10411041104210421042104 2 10421042 1043104310431043 10 4 3 1043104310431044 1044 10441044 104410451045 1045 1045104610461046 1046 10461046 1047 10 4710471047 10471047 1048104810481048 1048 10481049104910491049 1 0 5 0 10501 0 5 0 1050 1051 10511051 1051 1051 1052 1052105 21052 1052 10531053 1053 10531053 1054 1054105410541054 1055 105510551 0 5 5 105510561056 1056 1056 1056 105710571057 1057 1057 1058 1058 105 9 1059 10591060 1060 1060 1061 10611062 1063 1063106310631071 R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019MATCH TO SHEET 10 - -Y- STA. 21+00.00PROP PAVED SHOULDER 55.70' LT +24.08 55.82' LT +58.59 78.93' LT +09.26 SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD GREU TYPE TL-3 GREU TYPE TL-3 GR 16' G R 16'NAD 83PROP. GUARDRAIL15 20CURVE DATA FOR -Y- PI Sta 15+00.70 D L = 797.39' T = 398.94' R = 9,355.00' -Y--Y- POT Sta. 10+50.00-Y- PC Sta. 11+01.76-Y- PT Sta. 18+99.15Se = Exist. RO = Exist. ASPH 16' -Y- PC Sta. 14+50.00 BEGIN CONSTRUCTION 21 3/2/2020 2:55:06 PM...\4B Plans\R2233BA_Rdy_PSH21.dgnUSER: comooreHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 45 FOR -Y- PROFILE F F C F C F F C F C F C F C F C C C C C C C C C C C C STABLE 2 ' GRASS BASE DITCH STABLE GRASS V DITCH STABLE GRASS SWALE DITCH STABLEGRASS V DITCHSTABLE GRASS V DITCH NO RIPRAP 6" DEEP X 3 ' LONG MINOR SCOUR AT PIPE OUTFALL SWALE WITH SMALL BRUSH STABLE DITCH GRASS V R-2233BA FILLFLOWABLEREMOVE HW REMOVE18" RCP-III 18" RCP-III 15" RCP-III REMOVE 15" 18" 15" JB w/MH 2GI OUTLET PROTECTION CL 1 RIPRAP TIE TO EXIST DITCH BERM DITCH SEE DETAIL A 11' BS T W/LT W/LT W/LT 1SFD S 10' GR12" HDPE 18" RCP 10' BST1SBKD 1SFD S2SBK&FD10" CONC DK DK 48" CHL 20' CONCCONCN/C DK 16' BST1 1/2 BKFDS S 48" CHL 48" CHL48" CHL48" CHL 10' GRCONC CONC CONC 60" WD48" CHL10' BST 48" CHL 48" CHL N/C N/CCONCW SN/C10' GR48" CHL48" WDW CONCCONCSEPTIC TANK SEPTIC TANK TANKSEPTIC REPAIR FIELDSEPTIC TANK SEPTIC REPAIR AREASEPTIC TANK SEPTIC REPAIR FIELDSEPTIC LINEDRAINLINEDRAINLINEDRAINOUTCLEANOUTCLEANOUTCLEAN18" RCPINV=1044.10'DIINV=1044.43'INV=1022.76'18" CMPHW5' CONC1046.58'TOP=1056.13'INV=US 221 22' BST50 PR8" DIP25 PR25 PR50 PR8" DIPT T T TO US 74-EY2-R2233B-1 "NCGS PARKER"BY2-205D.B. 796, Pg. 373 STARLYN S. CRAWFORD DANIEL M ARMSTRONG JR & SANDRA E ARMSTRONG D.B. 649, P.G. 184 CARTHER RAY BUCHANAN D.B. 963, P.G. 539 RICKY C BAYNARD & LISA PARKER BAYNARD D.B. 669, Pg. 381 MARJORIE P. HORNE EIPWHEATCRAFT MARIA OVIEDO S 81°27'59" E267.29' (T)173.25' (T)S 85°00'00" E199.50' (T)N 03°00'00" E396.00'105.96'137.00'62.50'N 87°59'18" E134.82'S 01°12'35" E174.88'S 37°51'14" W132.35'N 81°13'44" W193.97'N 81°42'04" W194.72'N 06°51'11" E150.00'N 81°41'21" W192.51'99.75'50.25'N 07°41'52" E150.00' (T)N 79°21'49" W200.13'S 79°44'53" E177.57'N 79°35'48" W179.74'N 76°52'23" W16.81'16.28'S 06°40'16" W100.03'S 05°38'11" W100.00'N 06°18'20" E105.49'N 71°31'13" W 201.71' N 47°01'13" W 53.00'S 17°58'47" W400.00'N 08°36'18" E100.17'N 07°29'51" E243.14'EIPS 79°47'44" ES 08°10'25" W98.57'EIPEIPEIPEIPEIPEIPEIPEIPEIPS 03°00'00" W640.30'S 81°27'59" E161.33' TRACT TWO D.B. 405, Pg. 257, LOT 120 P.B. 6, PG. 110, TRACT ONE D.B. 835, Pg. 606, TAYLOR CHARLIE HALL EIPEIPS 66°04'37" E76.82'S 05°14'53" W77.30'S 17°45'00" W221.66'N 07°23'27" E191.12'S 09°09'04" W155.40'N 07°24'08" E131.83'N 09°03'47" E113.14'S 03°46'49" W103.17'EXISTING R/WEXISTING R/W36.00'EXISTING R/WEXISTING R/W36.00'DAVID ARNOLD HORNE & TERRY SKINNER HORNE DB 1120 PG 554 DB 287 PG 286 CALEB P. HUMPHRIES DB 1161 PG 753 CHARLES HALL TAYLOR DB 1134 PG 569 DAVID P. ELLIOTT & MIA G. ELLIOTT DB 1160 PG 844 DAVID ARNOLD HORNE & TERRY SKINNER HORNE DB 1120 PG 554 TINA L. LAIL & JOHN S. LAIL DB 1143 PG 217 LYNN GARREN LANCE DB 1156 PG 622 96 ST96 ST96 ST& LISA PARKER BAYNARDD.B. 669, Pg. 381RICKY C BAYNARD & LISA PARKER BAYNARD D.B. 669, Pg. 381 1026 10401041 1041 1042 1043 10441045104610471048 1049 1049 1050 1 0 5 0 1051 1051 1052 1052 1053 1053 1054 105410541055 105510551056 10561057 1057 105 8 1058 1058 1058 1059 10591059 105910591059 10601060 1060 1060 1060106010 61 106110611061 106110611062 1062 1062 1062106210631 0 6 3 10631063 1063 10631064 10 6410641064 1064 1064 10641065 106510651065 1065 106510661066 10661066 106610671067 1067106710671068 1068 1068 1068 10681069 10691069 1069 10691069 10701070 1070 1071 1071 10711072 1072107210721073 1073 1073107310731074 1074107410751075 1075 10751075 10761076 1 0 7 61 0 7 6R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019MATCH TO SHEET 10 - -Y- STA. 36+50.00PROP PAVED SHOULDER 34.22' RT +50.53 32.77' RT +61.37 1.85' RT +90.36 77.58' LT +19.96 82.40' LT +37.25 26.91' LT +98.08 39.17' LT DRW2 +27.03 610.98' RT L3 +19.40 36.43' RT +16.18 42.90' RT +99.56 55.80' RT Y +82.36 67.77' LT 63.71' LT +16.59 63.89' LT 67.77' LT +42.59 66.40' LT 63.25' LT +33.52 65.44' LT 62.17' LT +58.96 60.00' RT 50.02' RT +00.02 60.00' RT 50.01' RT +60.02 10-DRW2--DRW2- PT Sta. 11+67.98 -DRW2- POT Sta. 15+01.06 -Y- POT Sta. 38+50.00= -DRW2- PC Sta. 10+59.02 -DRW2- POT Sta. 10+10.00 BEGIN CONSTRUCTION -DRW2- POT Sta. 10+00.00 -Y- PC Sta. 43+80.00 END CONSTRUCTION 40+07.62CREST GR 16' ASPH16' SOIL 16' GR 16'NAD 834045CURVE DATA FOR -Y- PI Sta 43+57.71 D L = 305.07' T = 152.66' R = 3,050.00'-Y- PC Sta. 42+05.05-Y- PT Sta. 45+10.12-Y- POT Sta. 45+26.45CURVE DATA FOR -DRW2- PI Sta 11+22.18 D L = 108.96' T = 63.16' R = 86.00' PI Sta 14+53.73 D L = 47.92' T = 24.60' R = 86.00' Se = Exist. RO = Exist. Se = NC Se = RC RO = 30'-RPC-PC Sta. 14+29.12 -DRW2- PT Sta. 14+77.05 -DRW2- 22 3/2/2020 2:55:10 PM...\4B Plans\R2233BA_Rdy_PSH22.dgnUSER: comooreHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 51 FOR -DRW2- PROFILE SEE SHEET 46 FOR -Y- PROFILE F F C C F C F C C C F C F C F C F C F C F C F F C C F FFFFFFFFFFCFFFFFFFFEXISTING 15" PIPE HEADWALL BROKEN D/S END OF PIPE WOODS/BRUSHSTABLE VEGSTABLE GRASS DITCHPRIVATE DRIVEWAYSTABLEGRASS V DITCHSTABLE GRASS V DITCH PIPE GOOD CONDITION PIPE GOOD CONDITION STABLE GRASS V DITCH REMOVE SEE DETAIL A 1% SLOPE STANDARD V DITCH OUTLET PROTECTION CL 1 RIPRAP 15" 15"RETAIN RETAIN 20 TONS CL 1 RIPRPAPTIE TO STANDARD V DITCH1 5 "PROTECTIONOUTLET CL B RIP RAP B S 1SFD 2SBK&FD 2SBKD BLK RET WALLBK DK 22' CONC10' CONC10' CONC10' CONC5SBW DK 15" CMP 15" CMP W 5SB W 5SBW5SB WRR TI E WALL(ABAND)W/LT W/LT W/LT 5SBW W/LT S 5SBWS 5SBWFENCE CONC BSTCONCBSTTANK SEPTIC LINE DRAIN REPAIR FIELDSEPTICTANKSEPTIC LINEDRAINREPAIR FIELDSEPTICSR 2193 STONECUTTER CREEK ROAD 17' BST T HUNDE R ROADCONC25 PR10 PR10 PR10 PR2 PR2 PR2 PR25 PR2 PR50 PRT T T -EY4-CONCCONC BY4-208 R2233B-6 A. SCOTT MURRAY & TRACY C. MURRAY D.B. 692, P.G. 441 JEFFRY W. ARCHER & ELIZABETH J. ARCHER D.B. 712, P.G. 803 ROGER S. McCLUNEY & JOYCE J. McCLUNEY D.B. 931, PG. 318 PHILLIP B. LANE & KATHRYN LANE D.B. 918, PG. 381 WILLIS A. ARCHER & D.B. 340, P.G. 543 BRENDA S. ARCHER See D.B. 408, Pg. 44268' Power Line Easement4.59'S 00°44'30" W214.00'S 85°31'09" W 200.14'N 06°11'58" W271.23'N 00°44'30" E446.60'S 50°52'08" E153.48'N 58°56'12" E 297.00'S 70°33'48" E224.50'S 06°26'12" W239.91'S 15°28'14" E23.59'S 15°28'14" E23.56'N 60°15'29" W40.36'N 58°10'00" W100.00'EIPSee D.B. 409, Pg. 29768' Power Line EasementS 05°06'10" W783.03'E XIS TI NG R/WN 53°40'31" W1826.56'50.00'E XIS TI NG R/WLOYD C. PATE ROGER MCCLUNEY & CALMAY GAIL McCLUNEY HAMMETT DB 1077 PG 879 ROGER MCCLUNEY & CALMAY GAIL McCLUNEY HAMMETT DB 1077 PG 879 1010 10111013 1013 1013 1014 1014 1015 1015 1016 10161017 101710171018 1018 10181019 1019 1019 102010201020 1 021 1021 1021 102210 22 1022 1022 10231023 1023 1023 1023 10241024 1024 1024 10241025 1025 1025 1025 1026102610261026 1 0 2 6 1026 102710271027 1027 102810281028 10281029 1029 10291030 1030 1030 10 3 0 103110311031 1031 1031 103210321032 1032 10321033 1033 1033 1033 10331034 1034 1034 103410351035 1035 1035 1036103610361036 1036 10 3 6 103710371037 10371037 103810381038 1038 1038 1039103910391039 10391039 104010401040 1040 10401040 104110411041 1041 1041 1041104210421042 104210421042 10431043 10431043104410441044 1044 10441044 1045 1045 104510451045 1046 1046 1046 1046 10461046104610 4 7 1047 10471047104710471048 1048 10481048104810481049 1049 1049104910491049105010501050 1050 1051105110511051 1052 105210521052 1052 1053 1053 1053105410541054 1055 1055105610561057 1058R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/2019MATCH TO SHEET 13 - -SR1- STA. 31+50.00 MATCH TO SHEET 14 - -Y17A- STA. 15+50.00PROP PAVED SHOULDER SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD -SR1- POT Sta. 34+23.06 -Y17A- POC Sta. 14+50.00= -Y17A- PC Sta. 11+82.99 -Y17A- -Y17A- PT Sta. 14+84.96 -SR1- PT Sta. 32+29.87 -SR1-CURVE DATA FOR -SR1- PI Sta 31+17.50 D L = 238.08' T = 125.71' R = 300.00' -Y17A- POT Sta. 10+50.00 BEGIN CONSTRUCTION NAD 83CONC16'10-Y17A- POT Sta. 5+81.37-Y17A- PC Sta. 7+12.21-Y17A- PCC Sta. 8+61.18-Y17A- PCC Sta. 9+04.86-Y17A- PT Sta. 10+00.00-Y17 A- RO = 100' CURVE DATA FOR -Y17A- Se = Exist.Se = Exist.Se = Exist.Se = 0.05 PI Sta 7+90.21 D L = 148.98' T = 78.00' R = 203.58' PI Sta 8+83.05 D L = 43.68' T = 21.87' R = 355.76' PI Sta 9+52.48 D L = 95.13' T = 47.62' R = 854.26' PI Sta 13+35.33 D L = 301.97' T = 152.34' R = 925.00' RO = Exist.RO = Exist.RO = Exist. Se = 0.06 RO = 108'685685AT-1 ...\4B Plans\R2233BA_Rdy_PSH23.dgnUSER: comooreHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 23 SEE SHEET 48 FOR -Y17A- PROFILE SEE SHEET 49 FOR -SR1- PROFILE F C F F FFFFFFFFF C C F F C F GRASS V DITCH STABLE R-2233BA SEE DETAIL A TOE PROTECTION SEE DETAIL BTOE PROTECTIONSEE DETAIL DTOE PROTECTIONDITCH TIE TO EXISTING 54" WD & 1SBW 48" WD 48" WD 48" WD 54" WD 1SBKD SSW GATEGATEGATE1SFD S 48" PVC 48" PVC GAZEBO G BK WALL BK WALL WALL BK MTL MTLMTL CONC 13' G R13' GRS12' CONCCB11' CONCGATE 48" WD & 1SELEC MTL 5SBW 13' CONC13' CONC BK SS S 9' SOIL9' S OIL W/LT5SBW 5SBW 5SBW BK WALL 13' GRBK PAT IO2SELECMTLN/C54" W D & 1SBW 48" WD & 1SELEC N/C N/CCONC CONCCONCGRTANKSEPTIC REPAIR FIELDSEPTICTANK SEPTIC 18" RCPINV=1035.13'TOP= 1041.36'INV=1039.41'INV=1036.79'TOP= 1040.72'1037.09'INV=RCP18" LINEDRAIN50 PR50 PR2 PR10 PR10 PR50 PR50 PRTTT-EY4-2 PR2 PRR2233B-5 BY4-209 BY4-210 ROGER S. McCLUNEY& JOYCE JUSTICE McCLUNEY D.B. 455, PG. 433 ROGER S. McCLUNEY& JOYCE JUSTICE McCLUNEY D.B. 590, P.G. 673 MICHAEL GLENN DAVIS & AMANDA WORKMAN DAVIS D.B. 968, PG. 173 STEVEN HOWARD ROSS & ALLISON B. ROSS D.B. 982, PG. 698 JOHN F. PADGETT & BERNICE R. PADGETT D.B. 565, PG. 728 GAIL M. HAMMETT D.B. 729, P.G. 868 3.98'S 06°41'06" E293.94'S 66°40'20" W236.31'S 85°18'19" W281.97'N 09°11'48" W17.70'N 61°06'09" E 244.75'N 31°41'48" W131.94'4.53'386.33'S 03°00'20" WS 14°21'43" E113.66'N 7 1 °3 9'4 1" E 3 5 7 .3 5'1.69'240.91'N 19°45'39" W242.60' (T)N 09°08'30" E 400.10' S 58°27'13" W 82.87'S 47°59'28" W 74.43'S 81°18'08" W 74.88' S 52°28'43" W 82.78' N 09°42'38" E 603.49'EIPEIP EIP50.00'EXISTING R/WEXISTING R/WEIPROGER MCCLUNEY & CALMAY GAIL McCLUNEY HAMMETT DB 1077 PG 879 KEVIN MARTIN PATE D.B. 697, PG. 371 ROGER MCCLUNEY & CALMAY GAIL McCLUNEY HAMMETT DB 1077 PG 879 9 9 8 9 9 91 0 0 0 100110021003100410 0 5 100610071008100910 10 1 0 1 0 101110 11 1012101210 13 101310131014 101410141015 1015101510 15 1016 101610161017 101710171018 10181019 1019102010201021 10211022 10221023 10231024 10241025 102510251026 10261027 10271028 10281029 10291030 10301031 103110 3 1 1032 103210321033 1033 10331034 1034 10341034 1035 1035 103510351036 1036 103610361037 1037 10371037103 81038 1038103810391039 103910391 0 4 0 1040 104010401041 1041 104110411041 1042 1042 104210421042 10431043 104310431044 10 44 104410441045 1045 10451045104510461046 1046 104610461047104 71047 104710471047104710481048 104 8 1048104810481049 1049 104910491049104910501050 1050 105010501050105010511051 1051 105110511051105110521052 1052 10 52105210521052105310531 0 5 3 105310531053 10531053 10541054105410541054 10 5 410551055 105510551055 1055 1055105510561056 10561056105610571058 R2233BA_4B Permit Drawings_20191206DEWBERRY12/6/201946.87' LT +31.62 46.87' LT +01.62 37.18' LT +01.58 MATCH TO SHEET 14 - -Y17A- STA. 22+50.00NAD 83PROP PAVED SHOULDER 71.84' LT +53.39 SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD -Y17A- -Y17A- POT Sta. 32+00.00 END CONSTRUCTION 28+67.77CREST CONC16' CONC 16'2530-Y17A- PRC Sta. 26+74.72-Y17A- PT Sta. 30+27.29Se = 0.06 Se = 0.06 CURVE DATA FOR -Y17A- RO = 120'RO = 120' PI Sta 23+85.97 D L = 649.26' T = 360.52' R = 600.00' PI Sta 28+56.26 D L = 352.57' T = 181.54' R = 600.00'POT Sta. 35+00.00C C C C C C C C C F F C F C F F F C C F F PASTURE/WOODED PASTURE/WOODEDNO EROSION SOME SECTIONS BARE SOILSWALE STABLE GRASSGRASS SWALE STABLE 3/2/2020 2:55:17 PM...\4B Plans\R2233BA_Rdy_PSH24.dgnUSER: comooreHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 24 SEE SHEET 48 FOR -Y17A- PROFILE R-2233BA CL B RIP RAP FS-A FS-A CL B RIP RAP CL B RIP RAP CL 1 RIPRAP PAD 10 TONS 18" RCP-III 18" RCP-III 18" RCP-III INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:38:21 PM...\Proj\R2233BA_Rdy_PFL25.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 910 920 930 940 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 910 920 930 940 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 25 SEE SHEET 4 FOR -L3--L3- STA. 543+00.00 TO STA. 553+00.00 545543544 546 547 550549548 553552551 DS = 55 MPH K = 114 VC = 790' EL = 1,046.06' PI = 548+50.00 -Y28- Sta. 10+00.00-Y27- Sta. 13+88.22-L3- Sta. 551+09.16=-L3- Sta. 543+00.00 AH BEGIN MILL AND OVERLAY BEGIN CONSTRUCTION BEGIN TIP PROJECT R-2233BA -L3- GROUND EXISTING GRADE PROPOSED -L- Sta. 565+95.27 BK (8.30' RT) = END TIP PROJECT R-2233AB (+)1.2978%(-)5.6034% EL = 1,040.55 -L3- Sta. 544+25.00 BEGIN GRADE END MILL AND OVERLAY R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:38:23 PM...\Proj\R2233BA_Rdy_PFL26.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 910 920 930 940 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 910 920 930 940 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 26 SEE SHEET 5 FOR -L3--L3- STA. 553+00.00 TO STA. 565+00.00 560 561 562 563 564 565554555556557558559553 DITCH LEGEND RIGHT DITCH R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD -L3- GROUND EXISTING GRADE PROPOSED 561+48.77 SAG (-)5.6034%(+)3.4736% DS = 55 MPH K = 116 VC = 1055' EL = 980.22' PI = 560+25.00 -DRW4- Sta. 12+37.57-L3- Sta. 560+00.00=-DRW5- Sta. 11+85.50-L3- Sta. 563+21.32=-DRW3- Sta. 10+00.00-L3- Sta. 563+91.17== 8.4 30" RCP-III Sta. 554+76.00 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1,006.3 = 55 = 50 = 28 = 1,003.5 = 30 = 1,003.7 = 500+ DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION 2 @ 5' X 6' RCBC CULVERT HYDRAULIC DATA = 380 = 50 = 971.5 = 420 = 100 = 971.8 = 1,270 = 500+ = 991.9 PI =554+50.000El = 1,000.50El = 1,011.00STA. 553+50BEG. LAT. DITCH RT(-) 10.50%(- ) 8.20%El = 992.30STA. 555+50END LAT. DITCH RT30" RCP-III 2 @5' x 6' RCBC El = 965.20STA. 561+30BEG. LAT. DITCH RT(+) 4.00%El = 974.00STA. 563+50END LAT. DITCH RT INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:38:25 PM...\Proj\R2233BA_Rdy_PFL27.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 27 SEE SHEET 6 FOR -L3--L3- STA. 565+00.00 TO STA. 575+00.00950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 565 566 567 568 569 570 571 572 573 574 575 -L3- GROUND EXISTING GRADE PROPOSED (+)3.4736% R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:38:28 PM...\Proj\R2233BA_Rdy_PFL28.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 28 SEE SHEET 7 FOR -L3--L3- STA. 575+00.00 TO STA. 588+00.00950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 575 576 577 578 579 580 581 582 583 584 585 586 587 588 DITCH LEGEND LEFT DITCH-L3- ELEV. 1019.73' 591.31' RIGHT -L3- STA 583+96.11 BM #1 GROUND EXISTINGGRADE PROPOSED-DRW1- Sta. 14+29.14-L3- Sta. 577+00.38=(+)3.4736% = 22 54" RCP-CD Sta. 584+54.00 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1,050.4 = 335 = 50 = 81 = 1,028.8 = 88 = 1,029.0 = 500+ 54" RCP-CD El = 1,046.50STA. 586+53BEG. LAT. DITCH LT(+) 7.45%El = 1,030.50STA. 585+25END LAT. DITCH LT(+) 8.222%(+) 8.000%El = 1,024.80STA. 584+55BEG. LAT. DITCH LTPI =585+00.000El = 1028.50El = 1,050.00STA. 587+00END LAT. DITCH LTR-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:38:30 PM...\Proj\R2233BA_Rdy_PFL29.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 29 SEE SHEET 8 FOR -L3--L3- STA. 588+00.00 TO STA. 601+00.00950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 588 589 590 591 592 593 594 595 596 597 598 599 600 601 -L3- 589+93.36 CREST GROUND EXISTING GRADE PROPOSED -Y16A- Sta. 27+65.51=-L3- Sta. 597+89.15(+)3.4736%(-)2 .8038% DS = 70 MPH K = 279 VC = 1750' EL = 1080.09' PI = 589+00.00 R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:38:32 PM...\Proj\R2233BA_Rdy_PFL30.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 30 SEE SHEET 9 FOR -L3--L3- STA. 601+00.00 TO STA. 615+00.00 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 601 602 603 604 605 606 607 608 609 610 611 612 613 614 615 DITCH LEGEND LEFT DITCH RIGHT DITCH -L3- GRADE PROPOSED -RPC- Sta. 10+00.00-L3- Sta. 611+94.04=-RPB- Sta. 10+00.00-L3- Sta. 613+88.54=(-)2 .8038% (-)1.0000% DS = 80 MPH K = 277 VC = 500' EL = 1035.79' PI = 604+80.00 = 50 54" RCP CD Sta. 608+05.00 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1,023.0 = 460 = 50 = 140 = 992.5 = 151 = 992.9 = 500+ 54" RCP-CD GROUND EXISTING El = 1,026.3STA. 605+00BEG. LAT. DITCH RT(-) 6.3367%El = 1,007.29STA. 608+00end LAT. DITCH RTEl = 987.50STA. 606+50BEG. LAT. DITCH LTPI =607+00.000(+) 1.60%(+) 5.00%El = 996.10(+) 10.60%El = 990.80PI =607+50.000El = 988.30(+) 8.27%EI=1,008.50PI=609+50EI=1,006.50PI=610+00(-) 4 .0 0 03%El = 1,012.10El = 1,014.00PI =612+00PI =613+00(+) 1.9000% (+) 5.90%El = 1,019.90STA. 614+00END LAT. DITCH LT1,019.90El = 981.7STA. 609+70BEG. LAT. DITCH RT(-) 3 .0000%PI =615+00.000El = 965.80PI =608+00.000EI=1,011.50PI=610+50(+) 10.00% (+) 0.400% 24" RCP-CD = 3 24" RCP CD Sta. 610+01.00 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1008.6 = 15 = 50 = 10 = 1008.1 = 11 = 1008.2 = 500 R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:38:34 PM...\Proj\R2233BA_Rdy_PFL31.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 31 -L3- STA. 615+00.00 TO STA. 628+50.00 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 615 616 617 618 619 620 621 622 623 624 625 626 627 628 SEE SHEET 10 FOR -L3- DITCH LEGEND RIGHT DITCH ELEV. 1000.01' 512.61' LEFT -L3- STA 616+29.23 BM #3 -L3- 621+32.14 SAG GRADE PROPOSED GROUND EXISTING (-)1.0000%(+)1.7452% DS = 70 MPH K = 182 VC = 500' EL = 1018.59' PI = 622+00.00 8' x 8' RCBC DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION 8' X 8' RCBC CULVERT HYDRAULIC DATA = 240 = 50 = 964.8 = 260 = 100 = 965.0 = 1,720 = 500+ = 1,020.2 (-) 1.0000%PI =615+50.000El = 965.30PI =616+00.000El = 964.80El = 964.2STA. 616+60end LAT. DITCH RTEl = 962.0STA. 617+00BEG. LAT. DITCH RT962.00(+) 4.0000% El = 974.0 STA. 620+00 END LAT. DITCH RT R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:38:37 PM...\Proj\R2233BA_Rdy_PFL32.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 32 -L3- STA. 628+50.00 TO STA. 641+50.00950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,100 1,110 1,100 1,110 1,120 1,130 1,140 629 630 631 632 633 634 635 636 637 638 639 640 641 SEE SHEET 10 FOR -L3- DITCH LEGEND LEFT DITCH El = 996.20STA. 640+90BEG. LAT. DITCH LT-LPC- Sta. 10+00.00-L3- Sta. 630+12.47=-LPB- Sta. 10+00.00-L3- Sta. 632+39.40=GRADE PROPOSED -L3- GROUND EXISTING 639+46.42 CREST (+)1.7452%(-)2.0874%-Y- Sta. 28+68.37-L3- Sta. 633+19.68=DS = 75 MPH K = 313 VC = 1200' EL = 1050.00' PI = 640+00.00 (-) 8.82%R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD 33 -L3- STA. 641+50.00 TO STA. 654+50.00 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:38:39 PM...\Proj\R2233BA_Rdy_PFL33.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 930 940 950 960 1,090 1,080 1,070 1,060 1,050 1,040 1,030 1,020 1,010 1,000 970 980 990 930 940 950 960 970 980 990 1,070 1,060 1,050 1,040 1,030 1,020 1,010 1,000 SEE SHEET 11 FOR -L3- 642 643 644 645 646 647 648 649 650 651 652 653 654 1,100 1,110 900 910 920 900 910 920 DITCH LEGEND LEFT DITCH RIGHT DITCH El = 1,018.63PI =652+50El = 1,017.30STA. 652+20BEGIN LAT. DITCH RTEl = 1,022.15STA. 653+00END LAT. DITCH RT(+) 7.04%(+) 4.43%El = 986.50El = 978.60El = 969.10El = 966.50(-) 15.80 %(-) 19.00%(-) 5.20% (-) 8.89%El = 962.50STA. 643+95END. LAT. DITCH LTPI =642+00PI =642+50PI =643+00PI =643+50-L3- GRADE PROPOSED GROUND EXISTING (-)2.0874% = 5.2 30" CSP Sta. 650+55.00 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1,011.8 = 47 = 50 = 15 = 993.6 = 17 = 993.8 = 500+ 30" CSP 36" RCP-CD = 14 36" RCP CD Sta. 646+71.00 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 996.5 = 122 = 50 = 52 = 989.5 = 56 = 989.8 = 500+ 66" RCP-CD = 94 66" RCP CD Sta. 644+09.00 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 996.9 = 630 = 50 = 160 = 962.0 = 170 = 962.3 = 500+ (-) 8.82%R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD 34 -L3- STA. 654+50.00 TO STA. 667+50.00 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:38:41 PM...\Proj\R2233BA_Rdy_PFL34.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 12 FOR -L3- 910 920 930 940 950 960 970 980 990 1,030 1,020 1,010 1,000 655 656 657 658 659 660 661 662 663 664 665 666 667 910 920 930 940 950 960 1,050 1,040 1,030 1,020 1,010 1,000 970 980 990 1,060 1,070 1,080 1,040 1,050 ELEV. 1048.26' 569.95' RIGHT -L3- STA 656+54.67 BM #4 -L3- GRADE PROPOSED GROUND EXISTING 667+06.60 SAG (-)2.0874% R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD 35 -L3- STA. 667+50.00 TO STA. 680+50.00 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:38:43 PM...\Proj\R2233BA_Rdy_PFL35.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 13 FOR -L3- 910 920 930 940 950 960 970 980 990 1,030 1,020 1,010 1,000 910 920 930 940 950 960 1,050 1,040 1,030 1,020 1,010 1,000 970 980 990 668 669 670 671 672 673 674 675 676 677 678 679 680 1,060 1,070 1,080 1,040 1,050 GRADE PROPOSED GROUND EXISTING -L3- ELEV. 975.43' 462.20' RIGHT -L3- STA 675+70.46 BM #5 (-)2.0874%(+)2.9606% DS = 75 MPH K = 214 VC = 1080' EL = 991.55' PI = 668+00.00 DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION 2@ 8' X 8' RCBC CULVERT HYDRAULIC DATA = 390 = 50 = 945.1 = 430 = 100 = 945.4 = 3,400 = 500+ = 998.2 2 @ 8' x 8' RCBC R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD 36 -L3- STA. 680+50.00 TO STA. 693+50.00 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:38:45 PM...\Proj\R2233BA_Rdy_PFL36.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 14 FOR -L3- 910 920 930 940 950 960 970 980 990 1,030 1,020 1,010 1,000 910 920 930 940 950 960 1,050 1,040 1,030 1,020 1,010 1,000 970 980 990 681 682 683 684 685 686 687 688 689 690 691 692 693 1,040 1,050 1,060 1,070 1,080 DITCH LEGEND LEFT DITCH 680+71.57 CREST -Y17A- Sta. 18+02.55-L3- Sta. 682+86.65=GRADE PROPOSED GROUND EXISTING -L3- (+)2.9606%(-)4 .000 0% DS = 70 MPH K = 247 VC = 1720' EL = 1033.00' PI = 682+00.00 (-) 10.00%El = 1,001.00STA. 688+00BEG. LAT. DITCH LTEl = 996.00STA. 688+50END. LAT. DITCH LTR-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD 37 -L3- STA. 693+50.00 TO STA. 706+50.00 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:38:48 PM...\Proj\R2233BA_Rdy_PFL37.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 15 FOR -L3- 694 695 696 697 698 699 700 701 702 703 704 705 706 850 860 870 880 890 900 910 920 930 940 950 960 1,050 1,040 1,030 1,020 1,010 1,000 970 980 990 920 930 940 950 960 970 980 990 1,010 1,000 910 900 890 880 870 860 850 ELEV. 1000.12' 395.76' LEFT -L3- STA 695+58.14 BM #6 699+95.13 SAG GROUND EXISTING GRADE PROPOSED -L3-(-)4 .0000%(+)0.7440% DS = 70 MPH K = 181 VC = 860' EL = 973.00' PI = 697+00.00 DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 1,000 = 50 = 860.7 = 1,200 = 100 = 861.3 = 100,000 = 500+ = 975.7 = 4/3/2019 = 857.0 R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD 38 -L3- STA. 706+50.00 TO STA. 719+50.00 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:38:50 PM...\Proj\R2233BA_Rdy_PFL38.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 16 FOR -L3- 910 920 930 940 950 960 970 980 990 1,010 1,000 900 890 880 870 860 850850 860 870 880 890 900 910 920 930 940 950 960 1,050 1,040 1,030 1,020 1,010 1,000 970 980 990 719718717716715714713712711710707708709-Y1- Sta. 15+36.13-L3- Sta. 707+84.84=GROUND EXISTING GRADE PROPOSED -L3- ELEV. 974.54' 411.46' RIGHT -L3- STA 714.33.14 BM #7 (+)0.7440% R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD 39 -L3- STA. 719+50.00 TO STA. 732+50.00SEE SHEET 17 FOR -L3- 720 721 722 723 724 725 726 727 728 729 730 731 732 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:38:52 PM...\Proj\R2233BA_Rdy_PFL39.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 890 900 910 920 930 940 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 890 900 910 920 930 940 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 DITCH LEGEND RIGHT DITCH -L3- GRADE PROPOSED GROUND EXISTING (+)0.7440% 24" CSP = 3.7 24" CSP Sta. 728+71.00 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 979.9 = 23 = 50 = 12 = 978.7 = 13 = 978.8 = 500+ 30" CSP = 5.7 30" CSP Sta. 724+95.00 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 989.00 = 42 = 50 = 21 = 987.3 = 23 = 987.4 = 500+ ( - ) 4.20%El = 976.89PI =728+87El = 977.50STA. 730+90END LAT. DITCH RTEl = 979.50STA. 728+50BEG. LAT. DITCH RT(+) 0.30%El = 985.10STA. 727+50BEG. LAT. DITCH RT( - ) 7 .00%El = 979.50STA. 728+50END LAT. DITCH RTEl = 981.60STA. 728+00R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD 40 -L3- STA. 732+50.00 TO STA. 744+50.00SEE SHEET 18 FOR -L3- INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:38:54 PM...\Proj\R2233BA_Rdy_PFL40.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 890 900 910 920 930 940 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 890 900 910 920 930 940 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 733 734 735 736 737 738 739 740 741 742 743 744 745 746 DITCH LEGEND LEFT DITCH RIGHT DITCH El = 924.50El = 929.50El = 939.50El = 948.50El = 956.50El = 964.50El = 969.00(+) 12.00%(+) 10.00%(+) 20.00%(+) 18.00% (+) 16.00% (+) 9.00%(+) 1.43%PI =734+50PI =735+00PI =735+50PI =736+00PI =736+50PI =737+00PI =737+50El = 921.50STA. 734+25BEG. LAT. DITCH LTEl = 969.50STA. 737+85END LAT. DITCH LT(-) 1.68%El = 947.00STA. 733+40BEG. LAT. DITCH RTEl = 944.90STA. 734+65END LAT. DITCH RTEl = 990.78STA. 738+75BEG. LAT. DITCH LT-L3- ELEV. 985.97' 364.49' LEFT -L3- STA 736+48.32 BM #8 EL = 1031.41 -L3- Sta. 744+50.00 BEGIN TIP PROJECT R-2233BB END TIP PROJECT R-2233BA -Y25REV- Sta. 29+53.10-L3- Sta. 743+46.25=GRADE PROPOSED GROUND EXISTING (+)0.7440%(+)2.9411% DS = 80 MPH K = 273 VC = 600' EL = 1000.53' PI = 734+00.00 DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION 10' X 8' RCBC CULVERT HYDRAULIC DATA = 360 = 50 = 936.3 = 400 = 100 = 936.7 = 860 = 500+ = 994.0 10' x 8' RCBC (+) 0.3000% (+) 0.3000%El = 991.0STA. 739+50BEGIN/END LAT. DITCH LTEl = 991.9STA. 742+50END LAT. DITCH LTR-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD 41 SEE SHEET 10 FOR -LPC- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:38:57 PM...\Proj\R2233BA_Rdy_PFL41.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SEE SHEET 10 FOR -LPB--LPB- STA. 10+00.00 TO STA. 21+66.27 1,020 1,030 1,040 1,050 1,060 1,070 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,100 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,000 1,010 -LPC- STA. 20+00.00 TO STA. 19+32.74 10 11 12 13 14 15 16 17 18 19 20 21 22 10 11 12 13 14 15 16 17 18 19 20 -LPB- GRADE PROPOSED GROUND EXISTING DS = 30 MPH K = 40 VC = 250' EL = 1029.23' PI = 13+25.00 DS = 60 MPH K = 189 VC = 100' EL = 1034.93' PI = 10+75.00 (-)1.7500% (-)2.2800% (-)2.2800%(+)3.9032% EL 1036.25' BEGIN GRADE -LPB- Sta. 10+00.00 (47'LT) -L3- Sta. 632+39.41= EL = 1062.07 -Y- Sta. 24+51.05 (20' RT) -LPB- Sta. 21+66.27 = END GRADE R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD -LPC- DS = 30 MPH K = 38 VC = 270' EL = 1026.83' PI = 12+60.00 GRADE PROPOSED GROUND EXISTING DS = 65 MPH K = 204 VC = 100' EL = 1030.97' PI = 10+75.00 EL = 1059.91 -Y- Sta. 35+24.47 (20' RT) -LPC- Sta. 19+32.74 = END GRADE (-)1.7500% (-)2.2400% (-)2.2400%(+)4.9173% EL 1032.29 BEGIN GRADE -LPC- Sta. 10+00.00 (47'RT) -L3- Sta. 630+12.47= 42 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:38:59 PM...\Proj\R2233BA_Rdy_PFL42.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 930 940 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 930 940 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 10 11 12 13 14 15 16 17 18 19 20 21 22 23 -RPB- STA. 10+00.00 TO STA. 23+00.00SEE SHEET 9 & 10 FOR -RPB- -RPB- GROUND EXISTING GRADE PROPOSED DS = 55 MPH K = 137 VC = 200' EL = 1025.81' PI = 14+00.00 DS = 50 MPH K = 100 VC = 600' EL = 1012.81' PI = 20+50.00 DS = 75 MPH K = 229 VC = 100' EL = 1027.16' PI = 11+50.00 (-)0.9770%(-)0.5400% (-)0.5400%(-)2.0000% (-)2.0000%(+)4.0000% EL 1028.62' BEGIN GRADE -RPB- Sta. 10+00.00 (47'LT) -L3- Sta. 613+88.54= = 3.4 24" RCP-IV Sta. 19+90.00 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1,016.2 = 63 = 50 = 13 = 1,002.6 = 14 = 1,002.7 24" RCP-IV = 500 R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD 43 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:39:02 PM...\Proj\R2233BA_Rdy_PFL43.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 10 FOR -RPB-940 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,100 940 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,100 23 24 25 26 27 28 29 30 31 32 33 34 -RPB- STA. 23+00.00 TO STA. 33+21.77 -RPB- GRADE PROPOSED GROUND EXISTING (+)4.0000%(+)3.1762% DS = 60 MPH K = 182 VC = 150' EL = 1054.81' PI = 31+00.00 EL = 1061.85 -Y- Sta. 24+33.05 (20' RT) -RPB- Sta. 33+21.77 = END GRADE 30" RCP-III = 6.5 30" RCP-III Sta. 23+00.00 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1,019.2 = 29 = 50 = 24 = 1,018.9 = 26 = 1,019.0 = 500 R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD 44 930 940 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 930 940 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 -RPC- STA. 10+00.00 TO STA. 22+00.00 10 11 12 13 14 15 16 17 18 19 20 21 22 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:39:04 PM...\Proj\R2233BA_Rdy_PFL44.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEETS 9 & 10 FOR -RPC- -RPC- GROUND EXISTING GRADE PROPOSED DS = 80 MPH K = 1149 VC = 200' EL = 1025.44' PI = 11+25.00 DS = 50 MPH K = 112 VC = 550' EL = 1017.34' PI = 17+00.00 DS = 80 MPH K = 500 VC = 150' EL = 1023.34' PI = 13+00.00 (-)1.0260%(-)1.2000%(-)1.2000%(-)1.5000% (-)1.5000%(+)3.4177% EL 1026.73' BEGIN GRADE -RPC- Sta. 10+00.00 (47'RT) -L3- Sta. 611+94.04= R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD 45 -Y- STA. 14+50.00 TO STA. 22+00.00 R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,010 1,000 1,020 1,030 1,040 1,050 1,060 1,010 1,000 22 23 24 25 26 27 28 1,070 1,060 1,050 1,040 1,030 980 990 1,000 1,010 1,020 1,070 1,060 1,050 1,040 1,030 980 990 1,000 1,010 1,020 990 1,000 1,010 1,020 1,030 1,040 990 1,000 1,010 1,020 1,030 1,040 14 15 16 17 18 19 20 2221 SEE SHEET 4 FOR -Y28- 1,040 1,030 1,020 1,010 1,000 990 1,040 1,030 1,020 1,010 1,000 990 10 11 12 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:39:06 PM...\Proj\R2233BA_Rdy_PFL45.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SEE SHEET 4 FOR -Y27--Y27- STA. 12+00.00 TO STA. 13+52.72 10 11 1312 14 -Y28- STA. 10+35.50 TO STA. 13+00.00 SEE SHEET 22 FOR -Y- -RPC- STA. 22+00.00 TO STA. 28+19.14SEE SHEET 10 FOR -LPB- 13 -RPC- GROUND EXISTING GRADE PROPOSED (+)3.4177% (+)4.5000% DS = 60 MPH K = 139 VC = 150' EL = 1041.27' PI = 24+00.00 EL = 1060.13 -Y- Sta. 35+42.47 (20' RT) -RPC- Sta. 28+19.14 = END GRADE 18" RCP-III R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD -Y- GROUND EXISTING GRADE PROPOSED (+)1.4500%(+)4.2000% DS = 60 MPH K = 145 VC = 400' EL = 1041.23' PI = 17+70.00 EL 1036.59' BEGIN GRADE -Y- Sta. 14+50.00 PI = 12+75.00 EL = 1029.19' VC = 120' K = 29 DS = 25 MPH GRADE PROPOSED -Y27- GROUND EXISTING EL 1031.22' BEGIN GRADE -Y27- Sta. 12+00.00 EL 1030.27' END GRADE -L3- Sta. 551+08.75 (35.5' LT) -Y27- Sta. 13+52.72= (-)2 .7000%(+)1.3832% DS = 50 MPH -Y28- GRADE PROPOSED GROUND EXISTING EL 1027.00 END GRADE -Y28- Sta. 13+00.00 EL 1030.23' BEGIN GRADE -L3- Sta. 551+09.58 (35.5' RT) -Y28- Sta. 10+35.50= PI = 11+30.00 EL = 1,029.52' (-)0.7500%(-)1.9250% VC = 100' K = 85 PI = 12+35.00 EL = 1,027.50' (-)0.7692% VC = 100' K = 87 DS = 45 MPH 46 -Y- STA. 22+00.00 TO STA. 33+00.00 -Y- STA. 33+00.00 TO STA. 43+80.00 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,000 1,010 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:39:09 PM...\Proj\R2233BA_Rdy_PFL46.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,010 1,100 1,060 1,050 1,040 1,020 1,030 1,010 1,070 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4433 SEE SHEETS 10 & 22 FOR -Y- SEE SHEET 10 & 21 FOR -Y--Y- Sta. 35+42.43-RPC- Sta. 28+39.14=-Y- Sta. 35+24.43-LPC- Sta. 19+52.74=DS = 60 MPH K = 138 VC = 350' EL = 1058.53' PI = 34+50.00 DS = 60 MPH K = 151 VC = 590' EL = 1069.28' PI = 40+15.00 GROUND EXISTING GRADE PROPOSED -Y- 40+07.62 CREST (-)0.6424%(+)1.9024% (+)1.9024%(-)2.0000% EL 1061.98' END GRADE -Y- Sta. 43+80.00 -DRW1- Sta. 15+01.06-Y- Sta. 38+50.00=(+) 2.600%(+) 2.200%(+) 2.5000%El = 1,053.00STA. 33+30BEG. LAT. DITCH LTEl = 1,055.90STA. 34+50END LAT. DITCH LTEl = 1053.50PI =33+50.000El = 1054.80PI =34+00.000R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD -Y- Sta. 24+33.05-RPB- Sta. 33+41.77=-Y--Y- Sta. 24+51.05-LPB- Sta. 21+86.27=GROUND EXISTING GRADE PROPOSED 26+29.17 CREST -Y- Sta. 28+68.37-L3- Sta. 633+19.68=(+)4.2000%(-)0.6424% DS = 60 MPH K = 157 VC = 760' EL = 1065.59' PI = 23+50.00 El = 1,053.00STA. 33+30BEG. LAT. DITCH LT 47 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:39:11 PM...\Proj\R2233BA_Rdy_PFL47.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION -Y16A- STA. 12+35.00 TO STA. 24+50.00SEE SHEETS 19 & 8 FOR -Y16A- SEE SHEETS 8 & 20 FOR -Y16A--Y16A- STA. 24+50.00 TO STA. 37+50.00 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,100 1,110 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,100 13 16 17 18 19 20 21 22 231415 241112 28 29 30 31 32 33 34 35 36 37 38252627 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,100 1,010 DITCH LEGEND LEFT DITCH RIGHT DITCH -Y16A- GRADE PROPOSED GROUND EXISTING DS = 80 MPH K = 720 VC = 200' EL = 1073.28' PI = 15+40.00 (+)0.7976%(+)0.5200% EL 1070.85' BEGIN GRADE -Y16A- Sta. 12+35.00 PI =23+00.000El = 1,046.50El = 1,038.00STA. 22+00BEG. LAT. DITCH RTEl = 1,034.50STA. 22+40END LAT. DITCH RTEl = 1,045.50STA. 23+50END LAT. DITCH LT(-) 8.75%PI =22+50.000El = 1,047.50(-) 3 5.0 %(-) 2.0000%El = 1,051.00STA. 22+40BEG. LAT. DITCH LT(-) 0.35% El = 1,032.50 PI=STA. 23+00 (- ) 3 .33% R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD -Y16A- GRADE PROPOSED DS = 80 MPH K = 608 VC = 500' EL = 1082.59' PI = 33+30.00 (+)0.5200%(-)0.3020%-L3- Sta. 597+89.15-Y16A- Sta. 27+65.51=EL 1081.85' END GRADE -Y16A- Sta. 35+75.00 EL 1081.32' END MILL AND OVERLAY -Y16A- Sta. 37+50.00 = 11 36" RCP-CD Sta. 24+97.00 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1,046.9 = 155 = 50 = 41 = 1,033.2 = 44 = 1,033.4 = 500+ 36" RCP-CD El = 1,077.40(+) 2.20%El = 1,076.30STA. 30+00BEG. SP. DITCH RTPI =30+50(+) 0.30%El = 1,078.30STA. 33+50END SP. DITCH RTEl = 1,031.90STA. 24+70END LAT. DITCH RTEl = 1,021.4 STA. 25+50 END LAT. DITCH LT (+) 4.67% GROUND EXISTING El = 1,020.0 STA. 25+20 BEGIN LAT. DITCH LT 48 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:39:13 PM...\Proj\R2233BA_Rdy_PFL48.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION -Y17A- STA. 10+50.00 TO STA. 23+00.00 -Y17A- STA. 23+00.00 TO STA. 32+00.00 10 11 12 13 14 15 16 17 18 19 20 21 22 23 23 24 25 26 27 28 29 30 31 32 33 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,010 1,000 1,020 1,030 1,040 1,050 1,060 1,010 1,000 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,010 1,000 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,010 1,000SEE SHEETS 24 FOR -Y17A- SEE SHEETS 23, 14, 24 FOR -Y17A- -Y17A- (-)1.5000%(+)2.8846% DS = 60 MPH K = 137 VC = 600' EL = 1034.91' PI = 22+10.00 GRADE PROPOSED GROUND EXISTING -L3- Sta. 682+86.65Y17A- Sta. 18+02.55=-SR1- Sta. 34+23.06-Y17A- Sta. 14+50.00== 1 18" RCP Sta. 16+34.00 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1,041.5 = 7 = 50 = 3 = 1,041.0 = 4 = 1,041.1 = 500+ 18" RCP (+)1.0846%(-)1.5000% DS = 40 MPH K = 44 VC = 115' EL = 1051.34' PI = 11+15.00 EL 1050.63' BEGIN GRADE -Y17A- Sta. 10+50.00 R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD -Y17A- (+)2.8846% DS = 50 MPH K = 84 VC = 470' EL = 1053.66' PI = 28+60.00 (-)2 .7000% GROUND EXISTING GRADE PROPOSED EL 1044.48' END GRADE -Y17A- Sta. 32+00.00 49 SEE SHEETS 12 & 13 FOR -SR1- INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:39:16 PM...\Proj\R2233BA_Rdy_PFL49.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 10 11 12 13 14 15 16 17 18 19 20 21 22 23 -SR1- STA. 10+20.00 TO STA. 23+00.00 900 910 920 930 940 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 890 900 910 920 930 940 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 890 -SR1- GRADE PROPOSED GROUND EXISTING DS = 35 MPH K = 30 VC = 150' EL = 999.13' PI = 11+95.00 EL 993.53' BEGIN GRADE -SR1- Sta. 10+20.00 DS = 30 MPH K = 39 VC = 150' EL = 981.70' PI = 21+60.00 (+)3.1999%(-)1.8065% (-)1.8065%(+)2.0000% = 1 18" CSP Sta. 13+37.00 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 991.4 = 12 = 50 = 4 = 990.0 = 4 = 990.1 = 500+ 18" CSP R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD 50 SEE SHEETS 13 & 23 FOR -SR1--SR1- STA. 23+00.00 TO STA. 34+23.06 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:39:18 PM...\Proj\R2233BA_Rdy_PFL50.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 23 24 25 26 27 3534333231302928 1,030 1,040 1,050 1,100 1,090 1,080 1,070 1,060 1,020 1,010 900 910 920 930 950 940 960 970 980 990 1,000 1,070 1,060 1,050 1,040 1,030 1,020 1,010 1,000 990 980 900 910 920 930 940 950 960 970 GROUND EXISTING GRADE PROPOSED -SR1- DS = 30 MPH K = 20 VC = 140' EL = 1,042.70' PI = 33+10.00 EL 1045.76' END GRADE -Y17A- Sta. 14+50.00 (11'RT) -SR1- Sta. 34+12.06= DS = 30 MPH K = 38 VC = 300' EL = 995.20' PI = 28+35.00 (+)5.0000% (+)2.0000% (+)10.0000% (+)10.0000% (+)3.0000% -Y17A- Sta. 14+50.00 -SR1- Sta. 34+23.06= 24" RCP-III = 3 24" RCP-III Sta. 29+70.00 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1,005.0 = 32 = 50 = 10 = 1,002.1 = 12 = 1,002.3 = 500+ R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD 51 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,010 -DRW1- STA. 10+00.00 TO STA. 13+93.64 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,000 1,010 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 11 12 13 14 1510 SEE SHEET 7 FOR -DRW1- SEE SHEET 22 FOR -DRW2- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:39:20 PM...\Proj\R2233BA_Rdy_PFL51.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 1,020 1,030 1,040 1,050 1,060 1,070 1,080 1,090 1,010970 980 990 1,000 1,010 1,020 1,030 970 980 990 1,000 1,010 1,020 1,030 1,040 1,050 1,060 -DRW3- STA. 10+35.50 TO STA. 11+60.00 960 970 980 990 1,000 1,010 1,020 1,030 1,040 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 950 SEE SHEET 5 FOR -DRW3- -SR3- STA. 9+58.45 TO STA. 14+38.54 10 11 12 13 14 10 11 12 10 11 12 13 14 -DRW2- STA. 10+10.00 TO STA. 14+77.06 SEE SHEET 12 FOR -SR3- 1,100 1,040 1,050 1,060 DITCH LEGEND LEFT DITCH EL 1026.73' BEGIN GRADE -SR3- Sta. 9+58.45 DS = 30 MPH K = 39 VC = 100' EL = 999.45' PI = 13+75.00 -SR3- EL 996.91' END GRADE -SR3- Sta. 14+38.54 (-)6.5481%(-)4 .0 000% R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD -DRW1- EL 1052.24' BEGIN GRADE -DRW1- Sta. 10+00.00 EL = 1037.21' END GRADE -L3- Sta. 577+00.09 (35.5' LT) -DRW1- Sta. 13+93.64= DS = 35 MPH K = 32 VC = 100' EL = 1049.63' PI = 10+90.00 DS = 15 MPH K = 14 VC = 100' EL = 1,036.43' PI = 13+10.00 GROUND EXISTING GRADE PROPOSED (-)2 .9000%(-)6.0000%(-)6.0000%(+)0.9326% DS = 20 MPH K = 24 VC = 100' EL = 1030.68' PI = 10+80.00 DS = 25 MPH K = 18 VC = 100' EL = 1061.79' PI = 14+00.00 -DRW2- (+)5.5500% (+)9.7225% EL 1026.79' BEGIN GRADE -DRW2- Sta. 10+10.00 EL 1065.10' END GRADE -Y- Sta. 38+50.00 (24'RT) -DRW2- Sta. 14+77.06= (+)9.7225% (+)4.2992%(+)2.0000% -Y- Sta. 38+50.00 -DRW2- Sta. 15+01.06= -DRW3- (-)2.0000% (-) 1 1. 1 9 4 6 %(-)0.3000% EL = 984.43' END GRADE -DRW3- Sta. 11+60.00 EL = 993.58' BEGIN GRADE -L3- Sta. 563+91.17 (35.5' RT) -DRW3- Sta. 10+35.50= PI = 10+52.00 EL = 993.25' K = 3 DS = 15 MPH VC = 25' PI = 11+30.00 EL = 984.52' K = 5 DS = 15 MPH VC = 50' GRADE PROPOSED GROUND EXISTING El = 982.10STA. 10+80BEG. LAT. DITCH LT(+) 0.43%El = 982.40STA. 11+50END. LAT. DITCH LT 52 11 12 13 14 1510 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 3/2/2020 1:39:23 PM...\Proj\R2233BA_Rdy_PFL52.dgnUSER: comooreDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 970 980 990 1,000 1,010 970 980 990 1,000 1,010 1,020 1,030 1,040 10 11 12 SEE SHEET 5 FOR -DRW5- 960 970 980 990 1,000 1,010 1,020 1,030 1,040 950 960 970 980 990 1,000 1,010 1,020 1,030 1,040 950 10 11 12 SEE SHEET 4 FOR -DRW4--DRW4- STA. 10+50.00 TO STA. 12+02.07 960 950 960 950-DRW5- STA. 10+30.00 TO STA. 11+50.00 PI = 11+30.00 EL = 991.45'PI = 11+46.00 EL = 992.25' EL = 979.05' BEGIN GRADE -DRW5- Sta. 10+30.00 -DRW5- EL = 992.33' END GRADE -L3- Sta. 563+21.32 (35.5' LT) -DRW5- Sta. 11+50.00= K = 3 DS = 15 MPH PI = 10+50.00 EL = 979.45' (+)1.9903% (+)15.0000% (+)5.0000%(+)2.0000% K = 2 DS = 15 MPH VC = 25' VC = 25' GRADE PROPOSED GROUND EXISTING R-2233BA SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD GROUND EXISTING -DRW4- EL = 992.00' END GRADE -L3- Sta. 560+00.00 (35.5' LT) -DRW4- Sta. 12+02.07= GRADE PROPOSED EL = 997.75' BEGIN GRADE -DRW4- Sta. 10+50.00 DS = 15 MPH PI = 11+25.00 EL = 990.46' (-)9.7158%(+)2.0000% VC = 120' K = 10