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HomeMy WebLinkAbout20201086 Ver 1_C4J_U5026-R5720_RDY_Plans_20200825-RAB1- -RAB2- -RAB3- -RAB4- -RAB5- -RAB6- -RAB7- CONC CONC CONC CONC CONC CONCPUE R/W MON R/W MON R/W MON R/W MON R/W MON R/W MON R/W MONR/W MON R/W MON R/W MON R/W MON R/W MON R/W MON R/W MON R/W MON R/W MON R/W MON R/W MON ;;;;;;;;; ; ; ;; ;;;;;;;;CONC 18' 54" RCPIN V.=175.92'INV.=17 5.01'8" CMP 8" C MP8" CMP8" CMPINV.OUT=178.97' (W)INV.=161.35'INV.=170.02'18" CMPEND NOT FOUND END NOT FOUND END NOT FOUND END NOT FOUNDEND NOT FOUND CONC ISLAND INV.=UNKNOWN INV.=UNKNOWNINV.=194.91' INV.=194.96' MONR/W R/W MON MTL MTLMTLMTL MTLCABLEMTL CABLEMTL MTL MTL MTLMTLMTL MTL MTLCABLE CABL E2254175.92 2262181.65 2265175.01 3085161.35 3791176.59 3792176.51 4755170.02 11855162.20 11856162.55 13165165.6513166165.6513168165.1013169165.55 13172165.0313173164.87 13174165.6013176165.72 13177166.2813179166.24 13180166.8013182166.76 13183167.62 13185167.60 13186167.9513188167.96 13189168.8013191168.76 13192169.5713194169.54 13197170.5413198170.49 13200171.5613202171.61 13203172.6713205172.67 13206174.0713208174.17 13209175.1313211175.14 13212176.3113214176.20 13215177.1513217177.29 13218178.1713220178.15 13221179.1213223179.19 13224179.9513226179.91 13227180.8813229180.92 13230181.4413232181.41 13235181.5413236181.51 13237182.2113239182.14 13240183.0313242183.18 13243183.8913245183.78 13246184.4713248184.44 13249185.1813250184.7813252185.1713253185.17 13255167.02 13258167.2413259166.7113260167.27 13261167.07 13262173.19 13264173.4613265173.0013267173.40 13268173.13 13270173.1113272172.8313273173.10 13274172.7813276172.8013278172.8113279172.85 13280173.0913281172.6913283172.8113284172.81 13285171.2313286171.2313287170.9013289171.35 13291170.9213292171.13 13302171.1613303170.7313305171.2313306171.23 13308176.2713309175.8813310176.34 13311176.7313312176.3113314176.78 13316180.3113317179.9713318180.30 13319180.8913320180.4013322180.91 ARBO RCONC R/W MON R/W MON R/W MON R/W MON ;;;;;;;CABLE16' CONC ROADWAYBENT ELEV.=190.70'BENT ELEV.=190.73'=190.80'BENT ELEV.=190.23'BENT ELEV.=190.56'ELEV.BENT =189.95'ELEV.BENT vv vv vCONC MON MON MON MON 98.79 LT-EL- 12+42.56 75.51 LT-EL- 21+46.02 118.71 LT-EY1- 10+23.18 MONMOND T V = = = = = = % % MPH ADT ADT % * FUNC CLASS = K 0 0 0 PROFILE (HORIZONTAL) 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. PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NA50 25 50 100 50 25 50 100 10 5 10 20 2040 VICINITY MAP HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 DIVISION OF HIGHWAYS 1000 Birch Ridge Dr., Raleigh NC, 27610 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED CONTAINED IN THE REQUEST FOR PROPOSALS Prepared for the Office of: 2018 STANDARD SPECIFICATIONS See Sheet 1A-1 For Sheet Symbology TYPE OF WORK: LOCATION: CONTACT: NCDOT CONST. 2019 BEGIN PROJECT END PROJECT CONTRACT:DESIGN-BUILD AS SPECIFIED IN THE SCOPE OF WORK P.E., R/W, UTIL.TIP PROJECT:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026_R5720_rdy_tsh.dgnSWEATHER8/18/2020NCDOT_pdf_color_eng_50.plt10:34:28 AMNCDOT_pshpfl.tblPENTABLE:TIME:DATE:PLOT DRIVER:USER:FILE:NASH COUNTY STRUCTURE SITE 1 BARNHILL CONTRACTING COMPANY 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 23 24 TO ROCKY MOUNTTO NASHVILLE (I-95) -L2- 64 64 58 58 INTERSTATE 95 INTERSTATE 95 BEGIN CONSTRUCTION -L1- STA. 10+33.86 BEGIN CONSTRUCTION -L2SB- STA. 4+21.78 (I-95) -L2- 15 TO WILSONTO US 64(RED OAK RD)-Y1-(REGENCY RD)-Y5-(FOREST VIEW DR)-Y4-(NCC ENTRANCE)-Y9-(EAST OLD SPRING RD) -Y7-(S EASTPOINTE AVE)-Y1A-(KALMAR RD)-Y6-(OLD CARRIAGE RD)-L1-(ARROW RD)-Y11-(WESTRY RD) -Y10-(FREIGHT RD)-Y15-TRAFFIC SIGNAL MODIFICATION 10 60 3 50 * TTST = 1%DUAL = 2% URBAN ARTERIAL RURAL ARTERIAL & 17,311 26,100U-5026/ R-5720PAUL ROBBINS, PE SR 1003 (RED OAK ROAD) TO SR 1544 (HALIFAX ROAD) SR 1770 (EASTERN AVENUE / SUNSET AVENUE) FROM U-5026 / R-5720 22 25 26 27 28 TO RED OAKOCTOBER 15, 2019 OCTOBER 15, 2019 (3RD ST)-Y16-(POPE ST)-Y17-44033.3.3 N/A -Y8-DIVISION PROJECT ENGINEER RACHEL EVANS, PE LENGTH ROADWAY -L1- (SR 1603) = 0.386 MILESC204412 END CONSTRUCTION -L2SB- STA. 128+25.99 LENGTH ROADWAY -L2SB- (I-95) = 2.349 MILES TOTAL LENGTH TIP PROJECT U-5026 / R-5720 = 6.633 MILES ROCKY MOUNT CITY OF NASHVILLE CITY OF (EASTERN AVE) -L- (SUNSET AVE) -L- CSX RR A PORTION OF THIS PROJECT IS LOCATED WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF NASHVILLE AND THE CITY OF ROCKY MOUNT. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III, EXCEPT AS NOTED IN THE RFP. THIS IS A CONROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO THE INTERCHANGE WITH I-95. NOTES: BEGIN CONSTRUCTION -L- STA. 13+65.29 END CONSTRUCTION -L- STA. 224+39.02 END TIP PROJECT U-5026 -L- STA. 18+60.00 BEGIN TIP PROJECT R-5720 -L- STA. 146+61.99 BEGIN TIP PROJECT U-5026 END TIP PROJECT R-5720 -L1- POT STA. 30+70.01 BEGIN TIP PROJECT U-5996 BEGIN CONSTRUCTION -L1- POT STA. 30+70.00 END CONSTRUCTION LENGTH ROADWAY -L- (SR 1770) = 2.425 MILES (R-5720) LENGTH ROADWAY -L- (SR 1770) = 1.416 MILES (U-5026) LENGTH STRUCTURES -L- (SR 1770) = 0.057 MILES (U-5026)RIGHT-OF-WAY / 60% ROADWAY PLANSSUBMITTAL DATE: AUGUST 18, 2020 S-013R1 - ROW / 60% ROADWAY PLANS PHILLIP ROGERS, PE John Don Railroad C sx CR CR CRCRCR (NOT TO SCALE) N NAD 83/2011 15" RCPDI DI 15" RCP DI JUNCTION POSSIBLE 15" RCPCONC MOUNTABLE CURB CONC MOUNTABLE CURB SR 1003 (RED OAK RD.) VARIABLE WIDTH PAVED ROADWAY CURB MOUNTABLE CONC VARIABLE WIDTH PAVED ROADWAY BY1-226 2 5' P AVED ROADWAYHI GHWAY US 6 4 RAMP 25' PAVED ROADWAYHI GHWAY US 64 RAMP DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED EASTERN AVENUE AT US 64 (BUSINESS) ADT BUSINESSUS 64 2040 EASTERN AVE. SR 1770 EASTERN AVE. SR 1770 ENTRANCECENTER SHOPPING15600 4300 8200 2400 600 6100 16500 18600-Y1--L--L-SEE I NSET ASTA. 1 4 +0 0. 0 0MATCHLINE -Y1- INSET A 14867 14244 12489 4533 5789 3672244 4778 2019 4 MATCHLINE -L- STA. 24+00.00, SEE SHEET 5MATCHLINE -Y1- STA. 14+00.00TRAFFIC SIGNAL MODIFICATION SHEET SHEET 47 FOR -Y1SPUR- PROFILE SEE SHEET 46 FOR -Y1RPC- PROFILE SEE SHEET 46 FOR -Y1RPB- PROFILE SEE SHEET 46 FOR -Y1- PROFILE SEE SHEET 29 FOR -L- PROFILE18" RCP-IV 2GI 24" RCP-IV RETAIN DETAIL 4-2 SEE SHEET 2D-1 SPECIAL CUT DITCH 0422 0423 0424 2GI-A 2GI-A014 EX01602020202EX0100EX 00 01 02 027 02 12'12'12'4'4'6 0'R 30'R5.5'-Y1- STA. 10+70.00 BEGIN CONSTRUCTION 12'12'12'12'12'16'4'16'4'14.5'12'6'6'4' 4' EX. 22'EX.4'2'EX.4'4'6'6'14.5'4'EX.4'4'R 50'2'4' 14' -Y1RPB- STA. 11+38.47 BEGIN CONSTRUCTION -Y1RPC- STA. 12+17.85 END CONSTRUCTION 16.5'+22.43+14.93+65.11+14.93+85.69+71.63+26.72+34.24+60.52+60.52+74.30+04.14+50.82-Y1- POT Sta. 10+00.00 -Y1- Sta. 11+39.79 = -Y1- STA. 12+51.27 = -Y1RPC- PC Sta. 10+00.00 -Y1RPC- PT Sta. 11+37.66 -Y1RPB- POT Sta. 10+00.00 -Y1SPUR- POT Sta. 10+00.00 = -Y1- Sta. 13+72.09, 22' RT -Y1- -Y1RPC- -Y1 RP B- C C C C F C C C C F CRCRS S S SvvCONC SW 30" CONC C&G WOODS CONC SW 30" CONC C&G WOODS CONC FLUME RIP RAP GR CONC DITCH CONC SW RIP RAP 18" RCP 15" RCP BST 15" RCP S S BST 30" CONC C&GCONC DITCH CONC CONC 18" RCP RIP RAP CONC SW 12" STONE WALL BST RIP RAP CONC 30" CONC C&G BST RIP RAP CONC SW SBST WOODS 8" STONE SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY SR 1003 (RED OAK RD.) VARIABLE WIDTH PAVED ROADWAY SR 1003 (RED OAK RD.) VARIABLE WIDTH PAVED ROADWAY2 3 4 5 6 7 8 9 10 16 DI 15" RCP DI 18" RCP POSSIBLE JB 18" RCP 8" DIP8" DIP 8" HDPE8" DIP 8" DIP15" RCP 15" RCP 15" R CP 8" HDPE 8" HDPE 18" RCP 8" HDPE24" RCP18" RCP 15" RCP 24" RCP CUL1 CUL2 CE1 HW1 CUL3 CUL4 CE2 HW2 DI CONC DITCH DI DI 8" HDPE DI DI 30" CONC C&GBL-102 SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY BL-101 CONC MEDIAN 1-6X4 BARREL HH T T T T HH HH HH HH HH HH HH BFP Century Link 6 ", PLASTIC, CITY OF ROCKY MOUNT Century Link, TOLL Conterra Ultra Broadband LLC 12 ", AC, TOWN OF NASHVILLE AT&TAT&T4 ", PLASTIC, CITY OF ROCKYMOUNT BFP WATERVAULT EIP S 33°03'00" W832.38'4.38' EIP TO R/WPB 28 PG 90 35' SEWER EASEMENT EIP EIP EIPS 14°47'06" W134.20'N 87°22'27" W 137.62'S 04°38'33" W134.78'2.30' EIP TO R/WEIP S 04°28'27" W295.32'S 89°17'30" E 85.72'1.42' R/W TO EIPS 89°17'30" E 242.46'S 00°30'35" W293.83'S 89°17'49" E 7.54' N 89°29'40" WS 00°32'01" W189.47'N 89°28'59" W 229.92' N 89°29'50" W 97.65'N 00°27'30" E169.68'S 88°57'40" E 15.06' S 00°46'47" W 20.40' EIP EIP EIP EIP EIP EIP S 27°59'44" W330.92'MON MON N 33°18'42" E579.77'0.83' R/W TO EIPMON MON EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/WE XIS TI NG R/WEXISTING R/W EXISTING R/W R/W VARIES 60.00'20' SEWER EASEMENT46' ACCESS EASEMENTCLARENDON RD.74.16 LT -EL- 9+91.14 98.79 LT -EL- 12+42.56 75.51 LT -EL- 21+46.02 118.71 LT -EY1- 10+23.18 1SBK BUS 1SBK BUS BST BST WOOD S LS HH F OHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh4.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:45:46 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 DB 1706 PG 925 PB 25 PG 245 DB 2868 PG 182 MBLT, LLC PB 28 PG 90 DB 2781 PG 562 SAPONY CREEK PROPERTIES, LLC DB 2745 PG 458 DB 1948 PG 539 JSG INVESTMENT CO., LLC PB 16 PG 455 DB 1858 PG 522 PB 25 PG 280 AUTOZONE, INC. DB 2781 PG 562 SAPONY CREEK PROPERTIES, LLC DB 2790 PG 22 PB 37 PG 68 WHLR-NASHVILLE COMMONS, LLC WILLIAM F. GLOVER DB 2331 PG 670 PB 25 PG 280 SIXTY-FOUR AND E AVE, LLC DB 2344 PG 964 PB 25 PG 280 MURPHY OIL USA, INC PB 37 PG 68 PB 37 PG 68 DB 1006 PG 406 DORIS L. FISHER DB 2162 PG 433 PB 13 PG 296 EASTERN NASH, LLC ESTATE CO., INC. CAVALIER REAL CB CB CB CB DI CB GRADE TO DRAINDI CB CB RETAIN CB RETAIN FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT RETAIN RETAIN RETAIN RETAIN RETAIN RETAIN RETAIN 15" RCP-I V EST 7 SY GF EST 2 TON CLASS B RIP RAP RCP-IV 18" 18" RCP-IV 15" RCP-IV 30" RCP-IV 24" RCP-IV 24" RCP-IV36" RCP- I V15" RCP-IV 15" RCP-IV 36" RCP-IV CB 0401 0402 DI 0403 0404 0405 04070406 0408 0410 0409 0411 0412 0413 0415 0416 041430" RCP-IV0418 DI 15" RCP-IV DI 0417 0419 EST 29 SY GF EST 15 TONS CLASS 1 RIP RAP RCP-I V36" 36" RCP-I V24" RCP-IV 24" RCP-IV 15" RCP-IV DETAIL 4-1 SEE SHEET 2D-1 EST 70 SY GEOTEXTILE EST 85 TONS CLASS 'I' RIP RAP HOLE STABILIZATION BANK AND SCOUR RETAIN 2GI-A 30" RCP-IV 2GI-A 2GI-A 0425 4 5 92 6 17102020202025025 0250250280001E X 0102020140 2 03 04050607EX028EXEXEXEXEX12'12'12'12'12'1 2' 12' 5. 5' 5. 5'50'R2'-6" C&G 2'-6" C&G2'-6" C&G1'-6" C&G 1'-6" C&G 5 0'R 8:1 12'4' 4' 12'+4 8 4' 4' 4'12' 4'16' 2. 7 5'24'EX.4'12'12'4'EX.4'9'4'12'12'12'12'12'12'12'12'12'12'12'2'-6" C&G2'-6" C&G 10'243' TAPER 4 5'R 12'12'12'18'12'12'12'12'45'R45'R CONC. ASPH. -Y1- STA. 18+86.29 END CONSTRUCTION -Y1SPUR- STA. 13+00.00 END CONSTRUCTION 24.5'35'TYP.19'TYP. -L- STA. 13+65.29 BEGIN CONSTRUCTION -L- STA. 18+60.00 BEGIN TIP PROJECT R-5720 +65.29+73.24+60.00+60.00+77.19+82.27END 2'-6" C&G +11.96, BEGIN 2'-6" C&G +63.88,+98.64+93.44+21.94+21.73+61.75+82.12END 2'-6" C&G +13.59, BEGIN 2'-6" C&G +60.72,+92.18END 1'-6" C&G +49.96,+50.00+49.32+50.09+7 5. 5 7 +0 8. 7 9 BEGIN 2'-6" C&G +30.43, + 03.15 +3 0. 4 3+37.45+04.20 + 76.60 BEGIN 1'-6" C&G +00.52 BEGIN 2'-6" C&G +10.00, 30' R 100' TAPER TYP. R30' 39.2' 28' 42'-9"152015-Y1SPUR- PC Sta. 11+64.36 -Y1- PC Sta. 16+05.56 -Y1SPUR- PT Sta. 12+88.81 -Y1SPUR- POT Sta. 13+46.72 -L- Sta. 19+45.33 = -Y1- Sta. 18+16.39 -Y1- POT Sta. 21+00.00 -Y1-PT Sta. 19+15.23 -L- POT Sta. 10+00.00 -Y1SPUR-20CR CR PI Sta 10+69.97 D L = 137.66' T = 69.97' R = 312.00' -Y1RPC- -Y1- DS = 40 MPH SE = 4% SE = EXIST. -L--Y1--Y1SPUR- PI Sta 17+63.92 D L = 309.67' T = 158.37' R = 600.00' PI Sta 12+27.33 D L = 124.46' T = 62.98' R = 330.00' SE = EXIST. F F FF F F F F F FF F F C CCCF 18" RCP CB BLK WALL CB TO OPEN INV=UNK-UNABLE 15" RCP 15" RCP 15" RCP 18" RCP 18" RCPCB CB TOP=177.22' DI CB RCP 24" 42" RCP30" C&GCONC MOUNTABLE CURB24" C&G30" C&G30" C&GCB CB RIP RAP BST 24" CONC C&G 30" CONC C&G CONC SW CONC BST 30" CONC C&G RIP RAP S 30" CONC C&G30" CONC C&GSCONCCONC SW CB CB CONC SW30" CONC C&G30" CONC C&GBST S LTCB HEDGEROW CONC LP 30" CONC C&G CONC SW BST 30" CONC C&G 24" CONC C&G 10" CONC BLOCK CONC SW 24" CONC C&G 30" CONC C&G CONC BST 30" CONC C&G 24" CONC C&G CB CB CB CB CONC30" CONC C&G30" CONC C&G24" CONC C&GCONC SWS 30" CONC C&G 30" CONC C&G BSTBST RIP RAP LTCONCBSTLT BSTBSTSR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY 11 13 14 15 17 18 19 20 21 12 CB CB CUL1 CE1 HW1 18" RCP 15" RCP 15" RCP 15" RCP TOP=177.21' CB 2 4" R CP 18" RCP 18" RCP 18" HDPE 24" RCP 18" RCP 24" RCP 15" RCP 24" RCP 36" R CP24" RCP36" RCP 18" RCP 18" RCP 8" HDPE8" HDPE8" HDPE8" HDPE8" HDPE 18" RCP 18" RCP CB CB CB DI CB CB CB CB DI CB 48" RCPCB 24" RCP CB 18" RCPDI 48" RCP 15" HDPE CB 30" RCPBL-104 CONC MEDIAN BL-103 THH C T THH HH T HH T T S T HH HH FOAMP HH HH HH HH HH HH BFP 2 ", PLASTIC, CITY OF ROCKYMOUNT 2 ", PLASTIC, CITY OF ROCKYMOUNTConterra Ultra Broadband LLCCentury Link, TOLL Century Link SUDDENLINK Century Link2 ", PLASTIC, CITY OF ROCKYMOUNT2 ", PLASTIC, CITY OF ROCKY MOUNT 2 ", PLASTIC, CITY OF ROCKYMOUNT TOWN OF NASHVILLETOWN OF NASHVILLECentury LinkCentury LinkS 00°30'35" W500.00'S 00°30'35" W 14.05' S 3 1°0 0'3 6 " E 97.5 5'S 00°34'07" W92.37'N 89°29'40" W 240.05' EIP 5' DRAINAGE & UTILITY EASEMENT 5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT80.00' S 89°30'30" E 219.46'S 00°29'30" W222.87'40'X40'SIGN EASEMENT EIP EIPEIP EIP EIP EIP EIP EIPN 00°32'24" E505.25'5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENTN 00°29'47" E290.98'S 89°30'20" E 165.00' 5' DRAINAGE & UTILITY EASEMENT N 00°30'59" E255.33'N 29°42'56" E412.26'EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W R/W VARIES R/W VARIES R/W VARIES 5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENTUTILITY EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT 46' A C C E S S E A S E ME N T 5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT S NORTH EASTPOINTE AVESOUTH EASTPOINTE AVEEXIS TIN G R/W(GAS PUMPS) MTL CANOPY 2SBK BUS BST 1SBK BUS 1SBK BUS (WALMART) 1SBK BUS 1SBK BUS EOIEOIMTR C OUTLET LS LS OUTLET LSLS2" PLASTIC24 FO24 FO100 PR2" PLASTIC24 FP2" PLASTIC24 FO EASTERN AVE. SR 1770 EASTERN AVE. SR 1770 1500 700 6000 1300 7600 AT NORTH/SOUTH EASTPOINTE AVE.AVE.EASTPOINTENORTH AVE.EASTPOINTESOUTH 2500 13100 -L- EASTERN AVENUE (-L-) ADT 400 2040 EASTERN AVE. SR 1770 EASTERN AVE. SR 1770 400 200 400 1500 1900 ENTRANCEWALMART DRIVEWAYCAREAUTUMN 1400013100 -L--L--Y2-EASTERN AVENUE (-L-) AT AUTUMN CARE (-Y2-)/WALMART ENTRANCES ADT 2040 18600 -L- 2019 4261409 2043 13487 5270 661 7896 6139 2019 7896 309 600 509 109 1317 8613 1626 5 MATCHLINE -L- STA. 24+00.00, SEE SHEET 4MATCHLINE -L- STA. 37+00.00, SEE SHEET 6TRAFFIC SIGNAL MODIFICATION SEE SHEET 47 FOR -Y2- PROFILE SEE SHEET 47 FOR -Y1A- PROFILE SEE SHEET 29 FOR -L- PROFILE DB 2141 PG 445 PB 32 PG 279 STATE EMPLOYEES CREDIT UNION DB 2648 PG 815 PB 34 PG 182 DB 2807 PG 821 PB 37 PG 242 3MR LIMITED PARTNERSHIP DB 2767 PG 975 MORRIS L. YOUNG PB 36 PG 3 DB 1294 PG 165 NASH CO. ABC BOARD DB 2815 PG 109 OHI ASSET (NC) NASHVILLE, LLC PB 18 PG 22 3MR LIMITED PARTNERSHIP, LLC MB 35 PG60 DB 2648 PG 815 3MR LIMITED PARTNERSHIP DB 2344 PG 964 PB 25 PG 280 MURPHY OIL USA, INC PB 37 PG 68 DB 2162 PG 433 PB 13 PG 296 EASTERN NASH, LLC DB 2790 PG 22 PB 37 PG 68 WHLR-NASHVILLE COMMONS, LLC DB 2387 PG 736 WALMART REAL ESTATE BUSINESS PB 35 PG 60 & 61 CB CB CB CBCB CB CBCB CB CB CB18" RCP-IV CB CB CB CB DI CBCB CB CB CB FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT DI RETAIN RETAIN RETAIN 15" RCP-IV 15" RCP-IV 15" RCP-IV 18" RCP-IV 18" RCP-I V15" RCP-IV 15" RCP-IV RCP-IV 15" 15" RCP-IV 0528 0527 0526 0525 0524 0520 0521 0523 CB 0522 18" RCP-IV 0501 CB 15" RCP-IV 0534 CBCB 0535 0502 0511 0504 0503 15" RCP-IV 0540 CB 0510 0509 0508 0507 CB 24" RCP-IV 0518 0539 CB 0517 0516 0515 0514 15" RCP-IV 15 " RC P -IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 0505 0506 RCP-IV 15" 0532 0531 0530 0529 15" RCP-IV CB 0541RCP-IV15" 15" RCP-IV CB RCP-IV 15" RETAINRETAIN RETAIN DI CB RCP-IV 15" GRADE TO DRAIN 2GI-A DETAIL 5-1 SEE SHEET 2D-1 TOE PROTECTION RCP-IV 15" 0537 0538 0536 0512 0513 0519 24" RCP-IV 0542 7 8 93 94 95 96 92 6 171 9 EX. R/W 83.00' RT -L- +01.00 EX. R/W 67.62' RT = -L- +53.00 91.00' RT -L- +73.00025025 0250250202025025025025004 001 00 003 EX 01 02 01 02 01 01 02 02 EX EX 033 034 03 03 02 02 0101 EX EX EX12'12'12'6'12'12'12'12'12'12'12'5 0'R 2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G 1'-6" C&G 1'-6" C&G 450' STORAGE 3 5'R-Y2- STA. 10+42.30 BEGIN CONSTRUCTION 40'R 40'R2 0'R13.7' 17.5'12'12'100' TAPER 12'12'12'12'12'100' TAPER 100' TAPER 100' TAPER 12'12'12'12'5' CONC. S/W R200' 12'12'12'R5 0'6' 12'12' 12'12'12' 3.5' 5'12'12'12'5' CONC. S/W12'12'12'12'12'12'12'6'12'12'12'12'12'12'12'12'12'+0012'12'12'12'R35'12'138' TAPER 5' CONC. S/W 5' CONC. S/W R10 0'ASPH.ASPH.12'10'R20'R100' TAPER 12'12'12'5.5'175' TAPER 5.5'-Y1A- STA. 10+23.46 BEGIN CONSTRUCTION -Y1A- STA. 13+20.15 END CONSTRUCTION+50.00+59.10+70.00+50.00+32.31+70.00+33.33BEGIN 1'-6" C&G +70.00 END 2'-6" C&G +82.10, 2'-6" C&G BEGIN +05.25, END 2'-6" C&G +84.15, BEGIN 2'-6" C&G +38.76,+76.77END 1'-6" C&G +19.00,+34.18+19.00+18.71+71.30+00.00+00.00+00.00+88.28+22.74+29.48+86.55END 2'-6" C&G +67.97, BEGIN 2'-6" C&G +88.29,+62.65+62.65+81.18+65.45+59.68+62.65BEGIN 2'-6" C&G +51.59 +85.72 +70.44 +56.38+81.05+06.71+69.74+21.58+08.92+24.21BEGIN 2'-6" C&G +61.58, END 2'-6" C&G +07.89, 55'R RETAINING WALL +97.00 END RETAINING WALL +63.83 BEGIN END 2'-6" C&G +42.30, BEGIN 2'-6" C&G +42.30,+82.58BEGIN 2'-6" C&G +62.76, R30'R 3 0' 55'R 40'R +81.19 CAT-17'R25'R25'R 8'R +77.43R20'END 2'-6" C&G +42.58, +29.89 R 55' +70.00 +40.57 R 55'+00.004.5'R50' 21'-2" 51'-0"28'-2"20'-4" 50'-4" R 20' 10'R105'+54.40 R 5'5' CONC. S/W28' R5' R40' -Y2- POT Sta. 11+59.05 -L- POT Sta. 34+33.27 = -Y1A- POT Sta. 10+00.00 -Y1A- PT Sta. 11+65.27 -L- PT Sta. 29+05.04 = 253035-L- PC Sta. 25+56.48 -L- PRC Sta. 27+22.26 -L- PT Sta. 29+72.37 -L- PC Sta. 31+24.31 -L- PRC Sta. 32+91.57 -L- PT Sta. 34+56.18 -Y2- PC Sta. 10+00.00 -Y2- PT Sta. 11+24.39 -Y1A- POT Sta. 14+80.46 C R CRCRCRCR CR CRC R CRCRCRCRCRCRPI Sta 10+66.64 D L = 124.39' T = 66.64' R = 140.00' -Y2- -L- SE = NC -L--Y1A--Y1A--Y2- L = 165.79' T = 82.89' R = 11,500.00' L = 250.11' T = 125.06' R = 11,500.00' L = 167.26' T = 83.63' R = 7,300.00' L = 164.61' T = 82.31' R = 7,300.00' SE = NC DS = 60 MPH SE = NC DS = 60 MPH SE = NC DS = 50 MPH SE = NC DS = 50 MPH PI Sta 26+39.37 PI Sta 28+47.32 D D PI Sta 32+07.94 D D PI Sta 33+73.88 F F F F F F F F F F F F F F F C C F C C FF C C F C CF F F F C F F F F F F PA- ISOLATED POND U-5996/ R-5720 PB- ISOLATED POND U-5996/ R-5720NAD 83/ 2011HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh5.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:46:08 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 SURVEYED BY OTHERS 15" RCP15" RCPS 18" RCP8 " HDP EINV IN=142.33' INV OUT=142.23'GRS1SBKDSGR WOODS 72" WD 2SFD BST CONCCONC SW1SBKD1SFDWOODSWOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS GR 1SBKBUS SOIL GR CONC 15" RCP GR CONC 15" RCP WOODS WOODS 36" MTL WW WOODS 12" RCP GR WOODS WELL WOODS WOODS WOODS BST WOODSWOODS GR S SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY FOREST VIEW DR. REGENCY DR. 20' PAVED ROADWAY22 23 24 25 26 27 28 29 30 31 32 33 34 35 DI 10" CONC WW 18" CONC HW CUL2 15" RCP 8" HDPE 8" HDPE8" HDPECUL1 CUL2 CUL3 CUL4 CE1 HW1 CUL5 CUL6 CUL7 CUL8 CE2 HW2 8" CONC WW 16" CONC HW8" CONC WW 16" CONC HW 8" CONC WW 8" CONC WW 48" RCP18" RCP 2-5X8 BARRELS 24" CONC BLOCK CB BL-105 BL-106 BL-107 T T T T ABANDON 2 ", PLASTIC, CITY OF ROCKYMOUNTCentury Link 16 ", DIP, TOWN OF NASHVILLE 12 ", AC, TOWN OF NASHVILLE TOWN OF NASHVILLECentury LinkSUDDENLINK2 ", PLASTIC, CITY OF ROCKYMOUNT EIP S 09°32'10" W144.78'S 09°32'10" W784.70'N 80 °27 '50 " W 150 .10 ' S 79 °17'50 " E 231 .46 'S 12°52'10" W38.00'S 00°02'10" W232.95'EIP EIP N 89°57'50" W 200.00'S 00°02'10" W231.55'S 00°45'41" W373.86'1.41' R/W TO EIPS 89°18'04" E S 01°24'19" E374.75'EIP EIP EIP S 2 2 ° 3 0' 3 9 " E5 2. 0 7'S 18 °35'56" E136 .06'S 18 °35'56" E60. 2 0' N 80°25'48" E 62.00'S 43°12'10" E52.10'PROPERTY LINE IS CENTERLINE OF DITCHN 10°03'25" E153.25'N 18 °49'11" W6 7 .30' N 43°12'46" W 30.47'N 70°15'25" E 867.16' N 70°18'01" E 80.98'N 00°55'49" E514.18'EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W R/W VARIES 60.00'60.00'40 .00 ' 60.00 ' UTILITY EASEMENT 20' SEWER EASEMENT0.42' EIP TO R/WPASTUREWOODSBY4-227BY4-2281SFD BST 1SFD2SFD 1SBKD 8" DIP2" PLASTICHH 24 FO S 00°25'15" W250.32'S 79°12'39" W 79.30'N 69°13'09" W 193.01' EXISTING R/W EASTERN AVENUE ADT 2040 EASTERN AVE. SR 1770 EASTERN AVE. SR 1770 300 700 300 1000 AT REGENCY DR.DR.REGENCY 14000 13600 2019 609 909 8613 8304 6 SEE SHEET 44 FOR -RAB1- PROFILE SEE SHEET 48 FOR -Y5- PROFILE SEE SHEET 47 FOR -Y4- PROFILE SEE SHEET 29 & 30 FOR -L- PROFILE SEE SHEET 7MATCHLINE -L- STA. 50+00.00,MATCHLINE -L- STA. 37+00.00, SEE SHEET 5KIRBY A WINSTEAD, ET UX DB 1625 PG 466 PB 3 PG 86 PB 35 PG 82 DB 2387 PG 736 WALMART REAL ESTATE BUSINESS PB 35 PG 60 & 61 DB 3010 PG 315 BRIAN PULLEN DB 867 PG 667 ROY H. BONE, JR. DB 1730 PG 690 RONNIE P. BURNETTE, ET UX DB 2186 PG 760 DB 2851 PG 321 LOUISE F. GOLDSTON FAMILY PARTNERSHIP, NO. 1 THE JAMES D. GOLDSTON, JR & DB 2791 PG 806 PROPERTIES, LLC NASH MB 3MR LIMITED PARTNERSHIP JSR PARTNERS, INC. PB 41 PG 132 DB 2913 PG 196 DB 1140 PG 506 J. MICHAEL EVANS PB 18 PG 22 DB 2815 PG 109 OHI ASSET (NC) NASHVILLE, LLC PB 18 PG 22 DB 528 PG 339 RONNIE P. BURNETTE DB 2503 PG 537 JULIE H. OGBURN CB CB CB CB EST 7 SY GF EST 2 TONS CLASS B RIP RAP FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT48" RCP-IV2GI 0602 0606 0601 0604 0620 0621 0605 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV EST 7 SY GF EST 2 TON CLASS B RIP RAP 0630 0629 EST 7 SY GF EST 2 TON CLASS B RIP RAP 0627 CB 0628 EST 7 SY GF EST 2 TON CLASS B RIP RAP DI 0615 15" RCP-IV 0617 CB 0614 0618 DI 15" RCP-IV CB 0622 0624 0610 0616 0625 0623 0626 CB CB EST 7 SY GF EST 2 TON CLASS B RIP RAP CB 0612 0611 CB 0613 0619 15" RCP-IV RCP-IV 15" RCP-IV 15" 0631 0632 0633 0634 0635 0636 0637 RCP-IV 15" DETAIL 6-6 SEE SHEET 2D-1 SPECIAL CUT DITCH DETAIL 6-6 SEE SHEET 2D-1 SPECIAL CUT DITCH RCP-IV 15"RCP-IV15" RCP-IV 48" 18" RCP-IV 18" RCP-IV 18" RCP-IV DETAIL 6-4 SEE SHEET 2D-1 EST 75 SY GF EST 40 TONS ON BANKS ONLY CLASS I RIP RAP OUTLET PROTECTION DETAIL 6-2 SEE SHEET 2D-1 EST 30 CY EXCAVATION EST 70 SY GEOTEXTILE EST 65 TONS CL 'I' RIP RAP CHANNEL IMPROVEMENTS CULVERT DOWNSTREAM DETAIL 6-3 SEE SHEET 2D-1 CHANNEL BLOCK DETAIL 6-5 SEE SHEET 2D-1 TOE PROTECTION DETAIL 6-1 SEE SHEET 2D-1 EST 40 CY EXCAVATION EST 65 SY GEOTEXTILE EST 60 TONS CLASS 'I' RIP RAP CHANNEL IMPROVEMENTS CULVERT UPSTREAM 15" RCP-IV CB DI 06310632 CB 0603 DI 15" RCP-IV RCP-I V1 5 " DETAIL 6-6 SEE SHEET 2D-1 SPECIAL CUT DITCH DETAIL 6-6 SEE SHEET 2D-1 SPECIAL CUT DITCH RCP-IV 15" RCP-IV48" EST 7 SY GF EST 2 TON CLASS B RIP RAP EST 7 SY GF EST 2 TON CLASS B RIP RAP DETAIL 6-6 SEE SHEET 2D-1 SPECIAL CUT DITCH EST 7 SY GF EST 2 TON CLASS B RIP RAP EST 7 SY GF EST 2 TON CLASS B RIP RAP HW RCP-IV 15" 2GI DETAIL 6-5 SEE SHEET 2D-1 TOE PROTECTION 0608 15" RCP-IV EACH END W/ 1' SILL ON BURIED 1' 10'X7' RCBC DETAIL 6-5 SEE SHEET 2D-1 TOE PROTECTION DETAIL 5-1 SEE SHEET 2D-1 TOE PROTECTION DETAIL 6-7 SEE SHEET 2D-1 BEHIND RETAINING WALL CONCRETE DITCH 18" RCP-IV 9 10 11 12 13 14 15 97 98 99 100 96 117 01 004 02502500300 EX 01 01 0202 03 04 EX 03 02 04 03 04 03 02 02 0250250202502502 02 12'12'2'-6" C&G 2'-6" C&G 2'-9" C&G 1'-6" C&G 1'-6" C&G 1'-6" C&G 1'-6" C&G300'R10'450' STORAGE 8:1 4'10'-Y4- STA. 11+00.00 END CONSTRUCTION -Y5- STA. 10+71.13 BEGIN CONSTRUCTION 175'R G&C "6 -'2 14 ' 14' R 120' R 120' 6'15'15'R 90' R 9 0' 5' CONC. S/W END 2'-6" C&G EX .100' TAPER 12'12'12'12'12'12'R 3000'12'12'R 90'R 120'13'13'R120' MIN.17'14'12'12'12'12'4'12'12'R 90'R 120' 13 ' 13 '4 '12'12'12'2'-6" C&G R 300' R 300'R 120'R 1 5 0'23'23'5.5'BEGIN 1'-6" C&G +60.37,+02.37+27.00+50.48, RETAINING WALL +19.93, BEGIN RETAINING WALL +80.00, END +27.00+39.98, END +02.83+49.83+05.83+49.83 GREU TL-3 +74.46END 1'-6" C&G +59.75, BEGIN 2'-6" C&G +76.53,+87.074'+47.62+25.28END 2'-6" C&G +46.72, END 2'-9" C&G +68.42, END 2'-6" C&G +67.25, R 1000'MI N.2'2'2'-9" C&G BEGIN +90.35,300'RBEGIN 1'-6" C&G +33.00, END 2'-6" C&G +93.17, 15:1 10'+56.9510'+10.0910'+00.68 CAT-1 4'+48.711:8R50'R20' R30' R30' G&C "6-'2 DO NOT DISTURB WELL 32' 16'-3"16'-6"16'-2" 26'-6"21'-6" 17'-5"16'-0"16'-0"-Y4- POT Sta. 10+00.00 -L- POT Sta. 40+66.32 = -RAB1- PT Sta. 15+34.07 -RAB1- PC Sta. 10+00.00 = -L- POT Sta. 46+60.33 = -RAB1- POC Sta. 14+04.63 -Y5- POT Sta. 12+39.26 = -RAB1- POC Sta. 12+55.64 -L- POT Sta. 48+30.65 = -Y4- PT Sta. 12+17.12 -Y4- PC Sta. 10+35.19 -Y5- PT Sta. 11+82.23 -Y5- PC Sta. 11+55.66 -Y5- POT Sta. 10+00.00 -Y4- PT Sta. 11+50.92 404550-L- PC Sta. 38+49.78 -L- PRC Sta. 40+29.09 -L- PT Sta. 42+04.29 -L- PC Sta. 46+49.54 -L- PRC Sta. 47+62.02 -L- PT Sta. 48+97.83 R 300' -L- SR 1770 (EASTERN AVE.) PI Sta 10+93.69 D L = 115.74' T = 58.50' R = 320.72' -Y4- -RAB1- PI Sta 11+68.98 D L = 26.57' T = 13.32' R = 153.00' -Y5- SE = EXIST.SE = NC -L--Y4-- R A B1--Y5-PI Sta 11+47.22 D L = 178.02' T = 147.22' R = 85.00' PI Sta 13+25.25 D L = 178.02' T = 147.22' R = 85.00' PI Sta 15+03.27 D L = 178.02' T = 147.22' R = 85.00' L = 179.31' T = 89.66' R = 8,500.00' PI Sta 41+16.69 D L = 175.20' T = 87.60' R = 8,500.00' D R = 300.00' D R = 300.00' SE = NC DS = 50 MPH SE = NC DS = 50 MPH SE = NC SE = NC PI Sta 39+39.44 D PI Sta 47+06.45 L = 112.49' T = 56.91' PI Sta 48+31.11 L = 135.80' T = 69.08' F F F F C C C F C F CF F F F C C F C FF C C C C C CCC C C C C CC C F F C C C C F F C FF NAD 83/ 2011HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh6.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:46:28 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 GR GR GR WELL GR 48" CHL12" RCP 12" RCP 15" RCP 1SFD SOIL WOODS BST SOIL GR GR 12" RCP 15" RCP WOODS GR BST CONC 15" CMP 72" CHL & 3SBW72" CHL & 3SBW(FOR GATE ACCESS) SECURITY PIN PAD SOIL WOODS MTL GATE SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY 12" RCP 36 37 38 39 40 41 42 43 15" CMP 15" RCP 15" RCP 15" RCP BL-108 GPS-3 R-5720 HH T T T T ABANDON C Century Link FO AMP Conterra Ultra Broadband LLC Century Link EIP EIP S 00°32'19" W207.20'S 89°29'04" E 105.08' S 89°29'04" E 104.92'S 00°30'56" W207.34'S 00°30'56" W207.49'0.09' EIP TO R/WEIP S 00°27'05" W300.77'S 89°55'55" E 150.00'S 00°27'05" W299.86'0.14' EIP TO R/WEIP EIPN 00°42'01" E362.87'1.57' R/W TO EIPN 00°57'01" E259.31'S 43°44'16" E 144.39'0.50' EIP TO R/WN 00°27'05" E2140.24'EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W60.00'60.00'1SBKD 1SBKD 1SFD DK DK CULTIVATED FIELD (MINI STORAGE) 1STMTLBUS (MINI STORAGE) 1STMTLBUS HH 7 SEE SHEET 30 FOR -L- PROFILE MATCHLINE -L- STA. 50+00.00, SEE SHEET 6MATCHLINE -L- STA. 63+00.00, SEE SHEET 8DB 2536 PG 697 JOE KEEL, ET UX DB 1127 PG 89 JULIE C. HOWARD DB 2186 PG 760 DB 1002 PG 495 ROBERT A. GLOVER, ET UX PB 17 PG 77 DB 809 PG 643 DAVID L. WHITMAN HEIRS ELLIS J. WATSON NO DEED REFERENCE 3MR LIMITED PARTNERSHIP DB 2503 PG 537 JULIE H. OGBURN 3MR LIMITED PARTNERSHIP NO DEED REFERENCE 18" RCP-IV 15" RCP-IV FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT HW CB CB 0713 0701 071215" RCP-IV 15" RCP-IV CB 0706 0704 15" RCP-IV EST 7 SY GF EST 2 TON CLASS B RIP RAP 15" RCP-IV CB0709 15" RCP-IV CB CB CB 0705 0708 0707 15" RCP-IV 15" RCP-IV DETAIL 7-1 SEE SHEET 2D-1 SPECIAL CUT DITCH DETAIL 7-1 SEE SHEET 2D-1 SPECIAL CUT DITCH EST 39 SY GF EST 20 TONS CLASS I RIP RAP 0714 0715 0716 0717 0718 0719 0720 0722 STANDARD BASE DITCH EST 295 CY EXCAVATION DETAIL 7-2 DETAIL 7-1 SEE SHEET 2D-1 SPECIAL CUT DITCH 15" RCP-IV 15" RCP-IV15" RCP-IV L=495 FT, SLOPE=1.18% SEE SHEET 2D-1 RCP-IV42" DETAIL 6-6 SEE SHEET 2D-1 SPECIAL CUT DITCH EST 7 SY GF EST 2 TON CLASS B RIP RAP RCP-IV 24" DETAIL 8-1 SEE SHEET 2D-1 SPECIAL CUT DITCH 16 17 15 18 100 101 102 103 575.00' RT -L- +90.000250201000102025 025025025025020100010202502527'R 28'R 12'(TYP) 52' (TYP) 2'-9" C&G 1'-6" C&G 1'-6" C&G 2'-9" C&G 100' TAPER 450' STORAGE 4'12'12'12'12'4'12'12'12'12'4'12'12'4'12'12'12'52'5.5'5.5'11'11'23'+65.00+30.47R 1000'+43.80+43.79+15.42END 1'-6" C&G +39.06,+00.79+14.06+61.31BEGIN CURB TRANSITION END 2'-9" C&G +29.06, TRANSITION BEGIN CURB END 1'-6" C&G +20.47, R 5'23'11' 11' 31'-6" 16'-8" 16' 16'-3" 16' 16'-2" 18'-6" DO NOT DISTURB WELL50 5560-L- PC Sta. 52+17.14 -L- PT Sta. 57+76.75 -L- -L- -L- D R = 7,200.00' SE = RC DS = 55 MPH INC. = 40'/53' PI Sta 54+97.08 L = 559.60' T = 279.94' 571.00' RT -L- +31.00 C C C F C C C C C CCC C C C C C C C C F CC NAD 83/ 2011HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh7.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:46:47 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 18" RCP 18" RCPFES DI DI 15" RCP18" RCP18" RCPFES FES FES FES GR GR GR (FOR GATE ACCESS) SECURITY PIN PAD CONC CONC SW S BST 72" CHL & 3SBW CONC SW S S CONC SW CONC SW GR GR GR CONC SW CONC SW 48" VINYL SPLIT RAIL 36" MTL 36" MTL S BST 18" RCP LTS SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAYSR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY 44 45 46 47 48 49 50 51 52 53 15" RCP15" RCP15" CMP 15" CMP15" RCP15" CMP 15" CMP GPS-4 R-5720 TT C Century Link EIP EIP EIP S 00°27'05" W285.09'S 89°32'55" E 150.07'S 00°27'05" W285.30'0.09' R/W TO EIP0.30' R/W TO EIPS 00°27'05" W 15.00' S 89°32'55" E 150.00'S 00°27'05" W300.57'5' DRAINAGE & UTILITY EASEMENT S 89°31'54" E 149.97'S 00°27'05" W300.00'0.92' R/W TO EIP10' DRAINAGE & UTILITY EASEMENTS 00°27'05" W301.24'S 89°32'55" E 150.00'10' DRAINAGE & UTILITY EASEMENTS 89°32'55" E 150.00'S 00°27'05" W301.56'10' DRAINAGE & UTILITY EASEMENTS 00°27'05" W451.79'N 89°33'03" W 260.30'S 00°34'02" W150.01'10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENT30' PARKING & ACCESS EASEMENTS 00°26'57" W501.80'15' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT S 00°27'05" W301.96'N 89°32'55" W 150.00'S 00°27'05" W302.28'10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENTN 00°36'03" E604.64'N 00°36'03" E429.93'S 89°23'57" E 110.00' EXISTING R/W EXISTING R/W 60.00'60.00'GR 72" CHL & 3SBW1STMTLBUS (MINI STORAGE) 1STMTLBUS 1STMTLBUS (MINI STORAGE)1STMTLBUS GR GR GR 1STMTLBUS 1STMTLBUS 1STMTLBUS 1STMTLBUS GR GRGR 1STMTLBUS HTR HTR MTR MTR MTR MTRMTR MTR MTR 8 SEE SHEET 30 & 31 FOR -L- PROFILE MATCHLINE -L- STA. 63+00.00, SEE SHEET 7MATCHLINE -L- STA. 76+00.00, SEE SHEET 9DB 1002 PG 495 ROBERT A. GLOVER, ET UX DB 1002 PG 495 ROBERT A. GLOVER, ET UX PB 21 PG 159 DB 2419 PG 993 PB 26 PG 240 DB 1001 PG 765 ROBERT A. GLOVER, ET UX PB 24 PG 98 DB 1507 PG 997 CLIFTON K. GLOVER, ET UX PB 23 PG 298 DB 1001 PG 765 ROBERT A. GLOVER, ET UX PB 26 PG 241 DB 1804 PG 875 PB 32 PG 186 CLIFTON K. GLOVER ROBERT A. & DB 2111 PG 949 CLIFTON K. GLOVER ROBERT A. & DB 2048 PG 821 PB 31 PG 231 ROBERT A. GLOVER, ET UX DB 1139 PG 512 PB 31 PG 231 3MR LIMITED PARTNERSHIP NO DEED REFERENCE EAST COAST EQUIPMENT PARTNERS, LLC DB 2418 PG 293 PB 36 PG 86 DB 1074 PG 242 PB 11 PG 361 OLLIE A. BASS, JR. CLIFTON K. GLOVER ROBERT A. & CLIFTON K. GLOVER ROBERT A. & 25A PB 32 PG 186 DB 2111 PG 949 DB 1804 PG 875 PB 24 PG 269 FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT EST 7 SY GF EST 2 TONS CLASS B RIP RAP 0804 0802 0801 0805 0808 0809 0810 15" RCP-IV 15 " RC P -IV 15" RCP-IV 0814 0812 DI 15" RCP-IV EST 7 SY GF EST 2 TONS CLASS B RIP RAP EST 30 SY GF EST 9 TONS CLASS B RIP RAP 0813 DETAIL 8-1 SEE SHEET 2D-1 SPECIAL CUT DITCH GTD 15" RCP-IV 15" RCP-IV 0806 0807 2GI 24" RCP-IV JB w/MH TO JB OF EACH PIPE TO TIE REMOVE APPROX. 18LF RETAIN (2) 18" RCP 0815 24" RCP-IV 18" RCP-IV 2GI D DETAIL 8-3 SEE SHEET 2D-1 SPECIAL CUT DITCH DETAIL 8-3 SEE SHEET 2D-1 SPECIAL CUT DITCH 36" RCP-IVJB w/MH 15" RCP-IV HW 15" RCP-IV 0819 0818 0817 0816 36" RCP-IVDI 19 20 21 22 23 24 25 26 27 103 104 26 25A 105 02502502502527'R28'R 12'12'4'12'12'4'22'12'12'1'-6" C&G 1'-6" C&G 1 '-6" C&G 1'-6" C&G 100' TAPER450' STORAGE 4'8:1 10'12'12'12'R 700 '12'4'4'12'+8812'12'11'5.5'5.5'+27.79+40.27+85.52+00.79BEGIN 1'-6" C&G +27.68,+57.79+57.79+45.94+94.59 CAT-1 +76.67 AT-1 RETAINING WALL +43.00 END RETAINING WALL +07.00 BEGIN +46.99+87.0112'23'+50.03+27.6738' 30' 30' 28' 40'-10" 28'-3" 24'657075-L- PC Sta. 65+51.05 -L- -L- D L = 1,093.24' T = 547.03' R = 11,500.00' SE = NC DS = 60 MPH PI Sta 70+98.08 C F F C CC C C C C C C C C F C C C C C F C CNAD 83/ 2011HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh8.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:47:03 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 15" CMP1SMTLBUS48" VINYL SPLIT RAIL 48" VINYL SPLIT RAIL LT S GR 1SFBUS 1SFD HTR S S SOIL SOIL WOODS S MTL GATE SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY 54 55 56 57 58 59 12" RCP 18" RCP BL-109 BL-110 T T TC T WATER VAULT 16 ", DIP, TOWN OF NASHVILLE 2 ", PLASTI C, CI TY OF ROCKYMOUNTCent ur y Li nk16 ", DIP, CITY OF ROCKYMOUNT POWER BOX N 89°37'55" W 31.41'N 00°27'05" E41.10'5' DRAINAGE & UTILITY EASEMENT EIP EIPN 00°17'46" W302.53' S 88°51'46" E 225.53'N 00°17'46" W250.00'N 00°17'46" WN 00°17'46" W 50.07' N 88°51'46" W 50.53' N 00°17'46" W 49.36' 0.62' R/W TO EIP EXISTING R/W EXISTING R/W EXI STI NG R/WEXI STI NG R/WEXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W 60.00'60.00'60.00'EIPS 89°37'58" E 334.99'EXISTING R/WEXISTING R/W60.00' HTR CEOIKALMAR RD. VARIABLE WIDTH PAVED ROADWAYADT 2040 EASTERN AVE. SR 1770 EASTERN AVE. SR 1770 AT KAMLAR RD. 300 200 500 KAMLAR RD.13600 13500 EASTERN AVENUE 2019 8304 209 109 8204 317 9 SEE SHEET 48 FOR -Y6- PROFILE SEE SHEET 44 FOR -RAB2- PROFILE SEE SHEET 31 FOR -L- PROFILESEE SHEET 10MATCHLINE -L- STA. 89+00.00,MATCHLINE -L- STA. 76+00.00, SEE SHEET 8SEE INSET AMATCHLINE SEE INSET AMATCHLINE ROBERT A. GLOVER, ET UX DB 1139 PG 512 DB 1074 PG 242 PB 11 PG 361 OLLIE A. BASS, JR. DB 1074 PG 242 PB 11 PG 361 OLLIE A. BASS, JR. DB 1080 PG 107 TOWN OF NASHVILLE PB 16 PG 532 3MR LIMITED PARTNERSHIP DB 1867 PG 1035 CAROLYN R. EGGERS MB 38 PG 109 MB 16 PG 532 DB 1242 PG 630 DB 815 PG 561 CAROLYN R. EGGERS MB 38 PG 109 MB 16 PG 532 DB 1242 PG 630 DB 815 PG 561 PB 24 PG 269 PB 24 PG 269 CB CB CB EST 7 SY GF EST 2 TONS CLASS B RIP RAP EST 21 SY GF EST 8 TONS CLASS B RIP RAP 15" RCP-IV FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT RETAIN 15" RCP-IV 1 5 " RCP- I V30" RCP-IVw/MH JB CB CB 0910 0913 0917 0918 15" RCP-IV EST 7 SY GF EST 2 TON CLASS B RIP RAP EST 7 SY GF EST 2 TON CLASS B RIP RAP CB 0911 0914 EST 5 SY GF EST 1 TON CLASS B RIP RAP CB 0916 0915 EST 5 SY GF EST 1 TON CLASS B RIP RAP CB 0906 0912 0909 EST 7 SY GF EST 2 TON CLASS B RIP RAP CB 15" R C P-IV CB 0922 0921 CB 0908 0930 0924 CB CB 0929 0925 CB 15" RCP-IV 0926 CB 15" RCP-IV CB 0927 15" RCP-IV CB0928 0905 0904 0907 0903 0901 0902RCP-IV 1 5 " RCP-IV 15" RCP-IV 15" R C P-I V 1 5 " RCP-IV 15" RCP-IV 15" 0931 DI 15" RCP-IV DETAIL 9-2 SEE SHEET 2D-1 TOE PROTECTION RCP-IV 15" 15" RCP-IV DETAIL 9-1 SEE SHEET 2D-1 SPECIAL CUT DITCH 0919 EST 7 SY GF EST 2 TON CLASS B RIP RAP 15" RCP-IV EST 7 SY GF EST 2 TONS AT C/F TRANSITION CLASS B RIP RAP 30" RCP-IV2GI 36" RCP-IV082036" RCP-IV28 29 29 105 105 107 169 0250201010002502502 02 EX EX 01 02025 025025020101020250012'12'4'12'12'4'4' 2'-6" C&G 2'-9" C&G 2'- 6 " C&G1'-6" C&G 1'-6" C&G 1'-6" C&G 1'-6" C&G 300'R300'R-Y6- STA. 11+48.91 END CONSTRUCTION G&C "6-'2 G&C "6-'2 R 90'15'15'R 700' R 350'23'12' R 90' R 120 '13'4'13'MIN.17'13'4'R 90' R 90' R 120 '38'41' R 350'12'12'12'4'4' 12' 12' END 2'-6" C&G 11'12'12'R 120' 250'R R 75' R 120'12' 1 2'4'12'12'23'12'12' 8:1 52' TYP. R 300'R 300' R 300' R 300'+46.26+5 9 . 9 5 END 1'-6" C&G +59.95,+59.72BEGIN 2'-6" C&G +75.76, 1 4' BEGIN 2'-6" C&G +22.63,+93.85+31.14BEGIN 1'-6" C&G+32.33, + 2 4.6 9 + 4 0.2 4 13'12'+35.57END 2'-9" C&G +15.14,12'+11.48+05.29+49.0721'TYP. BEGIN 2'-9" C&G +44.94, +22.22MIN. END 2'-6" C&G +63.68, 2' 2' '522 R '57 RTRANSITION BEGIN CURB END 1'-6" C&G +20.47, 20'-5" 20' -RAB2- PT Sta. 15+34.07 -RAB2- PC Sta. 10+00.00 = -L- POT Sta. 78+61.70 = -RAB2- POC Sta. 12+94.57 -L- POT Sta. 80+31.59 = -RAB2- POC Sta. 11+75.57 -Y6- PC Sta. 10+00.00 = -Y6- PT Sta. 12+05.64 -Y6- POT Sta. 13+05.6480 85-L- PRC Sta. 80+24.99 -L- PRC Sta. 79+20.26 -L- PC Sta. 78+40.41 -L- PT Sta. 76+44.29 -L- PCC Sta. 87+14.40 -L- -L--RAB2--Y6-PI Sta 11+03.01 D L = 205.64' T = 103.01' R = 1,400.00' -Y6- SE = NC PI Sta 11+47.22 D L = 178.02' T = 147.22' R = 85.00' PI Sta 13+25.25 D L = 178.02' T = 147.22' R = 85.00' PI Sta 15+03.27 D L = 178.02' T = 147.22' R = 85.00' -L--RAB2- D D D R = 11,500.00' SE = NC SE = RC SE = NC DS = 60 MPH SE = NC PI Sta 78+80.57 D L = 79.84' T = 40.16' R = 300.00' PI Sta 79+73.86 L = 104.73' T = 53.60' R = 200.00' PI Sta 83+69.96 L = 689.41' T = 344.97 R = 7,200.00' PI Sta 97+10.99 L = 1.988.22' T = 996.59' D L = 1,093.24' T = 547.03' R = 11,500.00' SE = NC DS = 60 MPH PI Sta 70+98.08 DS = 55 MPH F F F F F F F F F C C C C F C CF FC C F F C F F C C F S 89°32'55" EN 00°37'21" W 158.90'N 00°27'05" EN 00°37'21" W 129.13'NAD 83/ 2011HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh9.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:47:25 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 0821 EST 37 SY GF EST 17 TONS CLASS I RIP RAP EST 2325 CY EXCAVATION STANDARD BASE DITCH SEE SHEET 2D-1 DETAIL 8-2 L=525 FT, SLOPE=0.99% 36" RCP-IV SEE SHEET 2D-1 DETAIL 8-4 CLASS I RIP RAP EST 35 TONS 52 SY GEOTEXTILE OUTLET PROTECTION 508.44' RT -L- +39.47 510.31' RT -L- +18.63 511.83' RT -L- +01.32 506.89' RT -L- +56.00 1,065.84' RT -L- +09.32 1,070.87' RT -L- +56.56 NAD 83/ 2011 S 1SFD GR GR 48 " 3SBW MTL SOIL 8" RCP 15" RCP S WOODS SOIL SOIL SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY 60 61 62 63 64 65 BL-111 BL-112 HH T T T Century Link 24" RCP N 86°10 '07" W 297 .00 'S 00°55'53" W190.29'N 00°55'53" E2197.80'EXISTING R/W EXISTING R/W60.00'S 06°55'22" W221.62'W 10 SEE SHEET 31 & 32 FOR -L- PROFILEMATCHLINE -L- STA. 89+00.00, SEE SHEET 9SEE SHEET 11MATCHLINE -L- STA. 102+00.00,DB 815 PG 561 CAROLYN R. EGGERS DB 815 PG 561 CAROLYN R. EGGERS PB 16 PG 532 3MR LIMITED PARTNERSHIP DB 1867 PG 1035 CAROLYN R. EGGERS MB 38 PG 109 MB 16 PG 532 DB 1242 PG 630 DB 815 PG 561 EST 14 SY GF EST 5 TONS CLASS B RIP RAP EST 21 SY GF EST 8 TONS CLASS B RIP RAP 24" RCP-IV30" RCP-IVFOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT 1001 1003 1004 15" RCP-IV DETAIL 10-2 SEE SHEET 2D-1 SPECIAL CUT DITCH DETAIL 10-1 SEE SHEET 2D-1 SPECIAL CUT DITCH 15" RCP-IV 15" RCP-IV 15" RCP-IV 1005 1006 1007 30" RCP-IV 1002 DETAIL 10-2 SEE SHEET 2D-1 SPECIAL CUT DITCH 30 107 108 29 025025025025024'4'1'-6" C&G 1'-6" C&G 1'-6" C&G 1'-6" C&G4'12'12'23'12'12'4'12'12'23'12'12'16' 16'-8"16'-2" 16' 16'9095100-L- -L- D R = 11,500.00' SE = NC DS = 60 MPH PI Sta 97+10.99 L = 1.988.22' T = 996.59' C C C C C C C C C C C CC C C C C C CC NAD 83/ 2011HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh10.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:47:40 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 18" RCPBSTvvWOODS 15" RCP GR SOIL BOLLARDS S 36" MTL WOODS LT 30" CONC C&G30" CONC C&GS 30" CONC C&G SOILSHELLCASTLE RD. VARIABLE WIDTH PAVED ROADWAY66 67 68 69 70 71 15" RCP 24" RCP24" RCP CB CB 15" RCP BL-112 BL-113 HH T T CC 16 ", DIP, CITY OF ROCKY MOUNT CITY OF ROCKYMOUNT6 ", PLASTIC, CITY OF ROCKYMOUNT ONLY 1 CATV PED ON RECORDS T-PED NOT FOUND 4 ", PLASTIC, CIY OF ROCKYMOUNTCentury LinkSUDDENLINK S 03°25'42" E279.61'4.21' R/W TO EIPEIP 5' NON-ACCESS EASEMENTEIP EIPEIP N 00°27'11" E370.53'N 00°27'11" E370.21'S 89°32'49" E 150.16'10.24' R/W TO EIPN 03°25'42" W297.18' EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W60.00'60.00'60.00' 60.00'10'X70' SDE10'X70' SDE SI GN E AS E ME NT & U T IL IT Y E A S EM E N T5'X 20' D R A INA G E AND UTILITY EASEMENT 5'X20' DRAINAGE CULTIVATED FIELD WOODS CULTIVATED FIELDEXISTING R/W EGGERS RDSI GN E AS E ME NTEIPEIPN 49°57'40" E92.94'N 51°22'40" E 77.22'22.78'32.77' N 59°22'40" E 112.89' N 59°22'40" E 199.85' N 69°22'40" E 174.70' N 59°22'40" E 17.55' S 72°21'04" W 193.00'N 01°05'24" E225.77'N 3 0°3 6'16" W18 8.7 4' N 35°16'40" W19 7.30'S 08°47'23" E198.47'SSS EXISTING R/W 60.00'S R 1145 EAS T OLD SP RING HOP E RD. 20' PAVED ROADWAYBY7-232 24 FO 50 PR 2" PLASTIC8" DIPEASTERN AVENUE ADT 2040 EASTERN AVE. SR 1770 EASTERN AVE. SR 1770 900 3200 4100 AT OLD SPRING HOPE RD.HOPE RD.OLD SPRING1580013500 EASTERN AVENUE ADT 100 2040 EASTERN AVE. SR 1770 200 100 200 300 300 15800 AT SHELLCASTLE RD.RD.SHELLCASTLE 15900 2019 2019 8204 717 2561 3278 10048 EASTERN AVE. SR 1770 10048 10148 11 SEE SHEET 12MATCHLINE -L- STA. 115+00.00,SEE SHEET 10MATCHLINE -L- STA. 102+00.00,SEE SHEET 50 FOR -DRIVE1- PROFILE SEE SHEET 48 FOR -Y7- PROFILE SEE SHEET 44 FOR -RAB3- PROFILE SEE SHEET 32 FOR -L- PROFILE MATCHLINEINSET B SEE INSET BMATCHLINE DB 815 PG 561 CAROLYN R. EGGERS DB 815 PG 561 CAROLYN R. EGGERS DB 815 PG 561 CAROLYN R. EGGERS DB 2394 PG 596 DIXIE PLACE LAND, LLC PB 35 PG 318-320 PB 20 PG 270 RONALD E. EGGERS, ET UX DB 1359 PG 605 DB 2394 PG 596 DIXIE PLACE LAND, LLC PB 35 PG 318-320 DB 2394 PG 596 DIXIE PLACE LAND, LLC PB 35 PG 318-320 DB 2394 PG 596 DIXIE PLACE LAND, LLC PB 35 PG 318-320 DB 2394 PG 596 DIXIE PLACE LAND, LLC PB 35 PG 318-320 CAROLYN R. EGGERS DB 815 PG 561 CHARLES ATLAS CHAPPELL, ET UX DB 2488 PG 65 MB 39 PG 158 DIXIE PLACE LAND, LLC 33A DB 2394 PG 596 PB 35 PG 318-320 CB CB CB EST 10 SY GF EST 3 TONS CLASS B RIP RAP CB CB FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT HW RETAIN EST 7 SY GF EST 2 TONS CLASS B RIP RAP 15" RCP-IV 15" RCP-IV 15" RCP-IV RCP-IV 15" RCP-IV 24" EST 7 SY GF EST 2 TONS CLASS B RIP RAP DI 1120 1117 1121 1114 1116 1115 1124 1125 1127 1126 2GI 1118CB 24"36" RCP- I VEST 37 SY GF EST 17 TONS CLASS I RIP RAP 1110 1128 CB EST 7 SY GF EST 2 TON CLASS B RIP RAP 1108 15" RCP-IV 1109 1113 1106 1101 1112 1111 11071104 CB 1105 STANDARD BASE DITCH DETAIL 11-4 EST 160 CY EXCAVATION SPECIAL LATERAL V DITCH DETAIL 12-1 DETAIL 11-2 RCP-IV 15" 1130 18" RCP-IV SEE SHEET 2D-1 SPECIAL LATERAL V DITCH SEE SHEET 2D-1 DETAIL 11-1 SEE SHEET 2D-1 1119 CB 24" RCP-IV 24" RCP-IV EST 14 SY GF EST 5 TON CLASS B RIP RAP L=745 FT, SLOPE=0.67% SEE SHEET 2D-1 15" RCP-IV CB 1129 15" RCP-IV 15" RCP-IV OEP RCP-IV 15" RCP-IV 15" CB CB CB 1102 1103 EST 7 SY GF EST 2 TON CLASS B RIP RAP RCP-IV 15" DETAIL 11-1 SEE SHEET 2D-1 SPECIAL CUT DITCH DETAIL 11-1 SEE SHEET 2D-1 SPECIAL CUT DITCH CB CB SPECIAL CUT DITCH RCP-IV 24" RCP-IV 15" 36" RCP-IV 30 31 3332 109 108 108 340250250505040403030250250202010100 0202 016 00 02 02 027 01 02025025025020254'4' 1'-6" C&G 1'-6" C&G 330' STORAGE -Y7- STA. 12+50.31 END CONSTRUCTION G & C "6-'2 G&C "6-'2 R 700 'R 350' R 90 '15'4'3 0 0'RR 90 'R 120 ' 100' TAPER 17' MIN.12'12'12' 49' (TYP) 12' 1 2'4'13'R 90'R 90' R 120' R 350' R 700'12'12'13 '1 3'12'12' 17' MIN.15'14'MI N.12'12'12'R300'4'12'10'12' -DRIVE1- STA. 11+33.47 END CONSTRUCTION4'12'12'23'12'12'12'12'23'12'12'12'12'5.5'5.5' R 300'R 300' R 300' R 300'+26.0641'+23.18+39.60120'RBEGIN 2'-6" C&G +21.73,+69.45+79.294 '120'R+87.10+ 2 6.8 8 +10.0 7 BEGIN 1'-6" C&G +10.71,+56.19+66.79+62.11+62.11+10.49END 2'-6" C&G +50.57, END 2'-9" C&G +15.29, 3 0'R+66.54BEGIN 2'-6" C&G +83.68, END 2'-6" C&G +11.75, BEGIN 2'-6" C&G +41.56, END 1'-6" C&G +60.00, BEGIN 2'-6" C&G +99.46, BEGIN 2'-9" C&G +57.81, END 2'-6" C&G +21.45,(TYP)28'+89.60BEGIN 1'-6" C&G +71.01, END 1'-6" C&G +36.82,13'110'R 1'-6" C&G 1'-6" C&G 2'-9" C&G 2''061 RR120'R120'2'160' R 300'R12'18'-10" 16' -RAB3- PT Sta. 15+34.07 -RAB3- PC Sta. 10+00.00 = -L- POC Sta. 107+38.24 = -RAB3- POC Sta. 12+85.54 -L- POC Sta. 109+08.60 =105110115-L- PC Sta. 113+22.82 -L- Sta. 114+27.62 = -DRVE1- POT Sta. 10+00.00 -Y7- PT Sta. 12+50.50 -Y7- PC Sta. 10+10.54 -Y7- POT Sta. 14+00.00 -L- PCC Sta. 107+02.62 -L- PRC Sta. 107+79.37 -L- PT Sta. 109+41.47 -L- -RAB3- Sta. 11+44.83 -Y7- POT Sta. 10+00.00 = Sta. 11+46.02 -DRIVE1- POT -Y7- -RAB3- SE = SEE PLANS -L--Y7--RAB3- -L- SE = 05SE = NC DS = 60 MPH DS = 50 MPH PI Sta 11+47.22 D L = 178.02' T = 147.22' R = 85.00' PI Sta 13+25.25 D L = 178.02' T = 147.22' R = 85.00' PI Sta 15+03.27 D L = 178.02' T = 147.22' R = 85.00' D PI Sta 114+88.97 L = 331.79' T = 166.14' R = 2,485.00' PI Sta 11+35.45 D L = 240.00' R = 350.00' T = 124.90' D PI Sta 107+41.20 L = 76.75' T = 38.58' R = 300.00' D R = 11,500.00' PI Sta 97+10.99 L = 1.988.22' T = 996.59' D PI Sta 108+62.45 L = 162.10' T = 83.08' R = 300.00' C C C C C F F C F C C F C C C C C C C C C F C F C C C F C C C FNAD 83/ 2011HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh11.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:48:00 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 635.32' RT -L- +24.96 582.11' RT -L- +07.73 625.01' RT -L- +50.11572.94' RT -L- +37.14 -DRIVE1- STA. 11+33.47END CONSTRUCTION HEDGEROW BST SOILBST SOIL1SFD MTL LP 15" RCP WOODS WOODS GR 54" VINYL 54" VINYL MTL BST BST BST GR 15" RCP SO IL WOODS WOOD S SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY72 73 747576 777812" RCP 15" RCP15" RCP 12" RCP 15" RCP 15" RCP 15" RCP CB CB 24" RCP BL-114 GPS -7 U -5026 SR 1770 (EASTE RN AV ENU E ) 25' PAV ED ROAD WAY T T FOAMP C e n tu ry L ink , TOLL 8 ", DIP, CITY OF ROCKY MOUNT Duke Energy Progress2 ", PLASTIC, CITY OF ROCKYMOUNT E IP E IP E IP N 79°29'50" E 564.18'N 01°21'01" W273.93'N 01°37'25" W1998.37'EXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EX IST ING R /W EX IST ING R /W60.00'60.00'60.00'W OOD SBY7-2311SFD SHED CULT IVA TE D F IEL D8" DIP12 SEE SHEET 32 & 33 FOR -L- PROFILESEE SHEET 13MATCHLINE -L- STA. 129+00.00,SEE SHEET 11MATCHLINE -L- STA. 115+00.00,CHARLES ATLAS CHAPPELL, ET UX DB 2488 PG 65 MB 39 PG 158 CHARLES ATLAS CHAPPELL, ET UX DB 2488 PG 65 MB 39 PG 158 DB 1339 PG 795 HANNAH B. DIEDRICK PB 13 PG 402 DB 2562 PG 390 SATISH K. KUMAR, ET AL PB 13 PG 402 DB 1092 PG 214 GROVER E. EDWARDS, ET UX CB CB CB CB2GI2GI 15" RCP-IV EST 10 SY GF EST 3 TONS CLASS B RIP RAP FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT 18" RCP-IV 15" RCP-IV 15" RCP-IV CB 1207 1216 1212 1211 1210 1202 1203 1204 1205 1206 1215 1201 1214 EST 7 SY GF EST 2 TONS CLASS B RIP RAP EST 7 SY GF EST 2 TONS CLASS B RIP RAP 15" RCP-IV 15" RCP-IV18" RCP-IV DETAIL 12-1 DETAIL 12-2 15" RCP-IV 18" RCP-IV 18" RCP-IV 15" RCP-IV SEE SHEET 2D-1 2GI 1209 2GI 1208 15 " RCP -IV 15" RCP-IV RCP-III 15" 1213 SEE SHEET 2D-1 OEP SPECIAL CUT DITCH SPECIAL CUT DITCH SEE SHEET 2D-1 SPECIAL CUT DITCH DETAIL 12-3 34 34 110 111 112 050505050404040403030303020202020101010100000505040403030201000102025025020250101004'4'4'49' (TYP) 1'-6" C&G 1'-6" C&G 1'-6 " C&G 1'-6 " C&G(TY P )4'ASPH.4'12'12'23'12'12'12'12'23'12'12'12'12'23'12'12'SEE RFP TREE PROTECTION ZONES, SEE RFP TREE PROTECTION ZONES, 8:1 49'(TY P )49' END 2'-6" C&G +53.61,+97.61GUTTER+94.49 BEGIN EXPRESSWAY +66.00GUTTER +45.00 END EXPRESSWAY +17.62+18.248:1 +50.00+89.496'4'R 15'4'16'-3" 16'-5"16' 16 ' 16'19 '12'R 30'12'+83.39+03.80115115120125-L- PT Sta. 116+54.61 -L- PC Sta. 119+48.84 -L- PT Sta. 125+05.91 -L- PC Sta. 128+97.29 -L- -L- D D SE = 05 DS = 50 MPH SE = RC PI Sta 122+29.12 L = 557.07' T = 280.28' R = 2,040.00' PI Sta 132+51.98 L = 708.54' T = 354.68' R = 6,000.00' D SE = 05 PI Sta 114+88.97 L = 331.79' T = 166.14' R = 2,485.00' DS = 50 MPH DS = 50 MPH C C C C F C C C C C C C C C C C F FC F C CC C C C F C C C C C NAD 83/ 2011HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh12.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:48:16 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 18" RCP24" R CP 2 4 " RCP 24" RCPCBCBCBFESFESSDMH24" C&G24" C&GBSTBST24' PAVED ROADWAY30" C&G30" C&G30" C & G 30" C&GBSTS24" C&GWOODS WOODS CULTIVATED CULTIVATED CULTIVATED WOODS 30" C&G BST CONC CONC 30" C&G 30 " C&G30" C&G30" C&G60" CONC 30" C&G30" C&G 30" C&G 18" C&G 18" C&G 9' CONC 9' CONC CONC ISLAND BST 21' PAVED ROADWAY13' PAVED ROADWAY2 SBK NASH COMMUNITY COLLEGE SR 1770 EASTERN AVE 25' PAVED ROADWAY LANDSCAPE EIP EIP EIP EIP EXISTING R/W 60.00'S 01°09'39" W298.69'EIPS 02°48'46" E434.72'0.46' EIP TO R/W0.24' EIP TO R/W60.00'EXISTING R/W EXISTING R/WN 01°42'14" E48.89'VARIESR=94.77' CHORD=N 31°48'05" E 95.33' 63 64 68 69 70 71 72 73 74 75 76 77 78 W/LT W/LT W/LT W/LT W/LT CB CB 1 8" RCPFES CB FES 18" RCP CB CB CB 24" RCP CB 2 4" R C P FES CB 24" RCPCB DI U-5026-8 BY1-201 LT LT LT LT LT LT T 6" PLASTIC 6" PLASTIC 4" PLASTIC 16" DI 16" DI 8" DI 8 " DI 16" DI EXISTING R/W 30" C&G 30" C&G 10' SOILCONC ISLAND RCP 30" 30" C&G60" CONC24" R C P 30" C&G 24" RCP 30" RCP18" RCP 3 0 " RCP SR 1770 EASTERN AVE 36' PAVED ROADWAY 66 67 vWOODS WOODS1SFD 48" CHL GRGR GPS-8 U-5026 SR 1770 (EASTERN AVENUE) 25' PAVED ROADWAY HHT 6 ", PLASTIC, CITY OF ROCKYMOUNT Century Link Century Link Conterra Ultra Broadband LLC 16 ", DIP, CITY OF ROCKY MOUNT S 01°09'39" W232.85'EIP EXISTING R/W EXISTING R/W60.00'BY9-233SHED CULTIVATED FIELD LST HHHHHH 12 FO8" DIPHHHHEASTERN AVENUE ADT 2040 EASTERN AVE. SR 1770 EASTERN AVE. SR 1770 1300 1100 2400 15900 AT NASH COMMUNITY COLLEGE SOUTH ENTRANCE COLLEGENASH COMM.SOUTH ENT.10148 10313 1009843 1852 2019 15700 13 SEE SHEET 49 FOR -Y9- PROFILE SEE SHEET 44 FOR -RAB4- PROFILE SEE SHEET 33 FOR -L- PROFILESEE SHEET 14MATCHLINE -L- STA. 142+00.00,SEE SHEET 12MATCHLINE -L- STA. 129+00.00,GROVER E. EDWARDS, ET UX DB 1092 PG 214 MB 13 PG 402 DB 2488 PG 65 MB 39 PG 158 CHARLES ATLAS CHAPPELL, ET UX DB 2797 PG 604 MOUNT CROSSFIELD FARMING, LLC DB 1242 PG 204 JOSEPH CLINTON BELL, JR. DB 1339 PG 581 MB 13 PG 402 NASH TECHNICAL INSTITUTE DB 911 PG 262 DB 986 PG 697 DB 2494 PG 959 MB 38 PG 212 NASH COMMUNITY COLLEGE CB CB CB CB CB CB CB CB OEP FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT RETAIN CB EST 7 SY GF EST 2 TONS CLASS B RIP RAP RCP-IV36" CB CB 15" RCP-IV 24" R C P-I V 15" RCP-IV 15" RCP-IV 1317 CB CB CB 1314 1311 1310 1313 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 1321 1323 1325 DI 1309 1307 1303 1302 1304 1301 1305 1306 CB CB 1308 1315 1316 1318 1319 1322 1324 CB DI 1326 15" RCP-IV 30" RCP-IVRCP-IV 15" 15" RCP-IV 15" RCP-IV 24" RCP-IV 1338 DETAIL 13-1 SEE SHEET 2D-1 CURB CUT DITCH SPECIAL BACK OF 1327 CB30" RCP-IV 1337 1328 CB DI 1329 DI 1320 CB RCP-IV 30" CB 15" RCP-IV 1312 w/MH JB RCP-IV 15" RCP-IV 30" RCP-IV 15" 24" RCP-IV RCP-IV 24" RCP-IV30" DETAIL 13-2 SEE SHEET 2D-1 SPECIAL CUT DITCH RETAIN CB GTD 1330 ADJ. CB 36 170 34 35 112 113 025025025025020202E X E X 02 02 02502502502502010001020254'12 '15' 2'-6" C&G 2'-6" C&G 2'-6" C&G2'-6" C&G1'-6" C&G 1'-6" C&G 1'-6" C&G 1'-6" C&G 300'R-Y9- STA. 10+97.50 BEGIN CONSTRUCTION G&C "6-'2 G&C "6-'2 150'R 23'R 700' 1 5' 1 5'R 65'R 300' R 350'12'12'12'12'MIN.R 700 'R 90 'R 120' R 90'R 90'120'RMIN.17' R 90 '12'12'12'R 350'12'12' R 120 '13'13'4'13'4'13'1 2' 1 2'R120'4'12'12'23'12'12'12'R 300' R 300' R 300'R 150'+73.3642'+7 6 . 4 1 + 7 7. 3 7+84.16+74.33BEGIN 2'-6" C&G +24.23,14'MIN.MIN.17' END 1'-6" C&G+77.37,+51.15+47.6212'+94.38+49.86END 1'-6" C&G +58.73,+29.8712'END 1'-6" C&G +09.65, END 2'-6" C&G +98.07, BEGIN 2'-6" C&G +98.50, BEGIN 1'-6" C&G +47.62,2' 2'R6 5'12'12'6'24.5'BEGIN 2'-6" C&G +53.10, (TYP) 49'+04.9116'-5" 16 '-RAB4- POC Sta. 12+51.68 -L- POT Sta. 137+47.33 = -RAB4- POC Sta. 13+91.43 -Y9- POC Sta. 12+59.66 = -Y9- PC Sta. 10+00.00 -Y9- PCC Sta. 11+80.24 130135140-L- PRC Sta. 136+05.83 -L- PRC Sta. 136+87.75 -L- PT Sta. 137+37.90 -RAB4- Sta. 15+34.07 -RAB4- Sta. 10+00.00 = -L- POC Sta. 135+77.38 = -L- -Y9- -RAB4- SE = EXIST.SE = NC -L- -L--Y9--RAB4- SE = NC SE = NCSE = RC DS = 50 MPH PI Sta 11+47.22 D L = 178.02' T = 147.22' R = 85.00' PI Sta 13+25.25 D L = 178.02' T = 147.22' R = 85.00' PI Sta 15+03.27 D L = 178.02' T = 147.22' R = 85.00' D PI Sta 132+51.98 L = 708.54' T = 354.68' R = 6,000.00' D PI Sta 136+47.05 L = 81.92' T = 41.21' R = 300.00' D PI Sta 137+12.88 L = 50.15' T = 25.13' R = 300.00' PI Sta 10+91.11 D L = 180.24' T = 91.11' R = 500.00' PI Sta 12+19.99 D L = 79.43' T = 39.75' R = 750.00' F F C F F F C C C F F C F F F F C F F F F F C C C C F F F F C F NAD 83/ 2011HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh13.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:48:37 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 15" RCP15 " RC P 15" RCP15" RCPCB RAPRIPRAPRIP24" RCPFESCBRAP RIP BLK WALL WOODS CONC 30" C&G 30" C&G 30" C&G 30" C&G 30" C&G30" C&G30" C&G 30" C&G30" C&G30" C&GCONC CONC60" CONC30" C&G 72" CONC35' CONC 48' CONC36' CONC 30" C&G BST MTL CANOPY CONC CONC BST CONC 24" C&G44' CONC33' GR GR34' GR GR GR GR GR 33' GRHOUSE PUMP BK BUS CONC CANOPY MTL BLK BUS BST CONCCONC MTL CANOPYCONCCONCVACCONC24" C&G24" C&G24" C&G24" C&GCONCWASHCARCONCBSTBSTBST 24" C&G RAP RIP MTL CANOPYS POLE FLAG CONC30" C&G24" C&G 24" C&G BST BST BSTS LT LT LT LT LT LT LT LT LT LT LT LT LT LT LTLTLTLT LTLTLTLTLTLTWOODS CONC CONC CONC 30" C&G S LT LT S 24" C&G 24" C&G 24" C&G 24" C&G 24" C&G 24" C&G BK BK BK BK BK CANOPY MTL WALL CONC BK BUS 24" GUTTER CULTIVATED CULTIVATED B B 84" VYNYL CONC CONC CONC CONC CONC CONC DECK CONC CONC BDECK DECK DECK 12' CONC 12' CONC 12' CONC CONC 18' CONC 18' CONC 18' CONC 18'60" CONC60" CONC60" CONC CONC CONCSLTLTDUPLEX 1SF DUPLEX 1SF TANKS U/G 30' PROGRESS ENERGYCAROLINA INC. EASEMENT5' DRAINAGE AND UTITLITY EASEMENT 20' STORM DRAINAGE EASEMENT 20' STORM DRAINAGE EASEMENT STORMWATER DRAINAGE AND BMP EASEMENT PERPETUAL EASEMENT FOR HIGHWAY PURPOSES UTILITY EASEMENT 5' NON-ACCESS, DRAINAGE AND UTILITY EASEMENT 5' NON-ACCESS, DRAINAGE AND UTILITY EASEMENT 5' DRAINAGE ANDUTILITY EASEMENTPUEPDEPDEPUE PDE EIP EIP EIP EIP EIP EIP EIPN 01°22'36" W389.47'EIP EIPN 88°16'32" E 344.04' EXISTING R/W EXISTING R/W UTITLITY EASEMENT 5' DRAINAGE AND UTITLITY EASEMENT5' DRAINAGE AND 0.19' EIP TO R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEIP50.00'60.00'55.00'55.00'S 04°32'58" W55.22'EIP EIP EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W 20' UTILITY EASEMENT EIP EIP N 02°24'22" W 323.97'75.00'EXISTING R/W TO EIP 0.57' R/W S 40°16'57" E 175.03' S 2 8 ° 5 3' 0 1" E 1 3 1. 1 4' TO EIP 0.63' R/W S 2 9° 4 5' 5 9 " E 1 1 6. 3 2'S 03°17'27" W106.61'TO EIP 0.68' R/W S 03°17'27" W120.26'S 03°17'27" W122.72'S 03°17'27" W117.13'TO EIP0.44' R/W TO EIP 0.60 ' R/W S 23°58 '30" W 32.73 'N 00°56'57" W150.27'EIP N 00°56'57" W256.62'EIP EIP EIP LIMITS CITY OF ROCKY MOUNT CITY OF ROCKY MOUNT LIMITSLIMITS CITY OF ROCKY MOUNT LIMITS CITY OF ROCKY MOUNT 30" C&GWALL 96" BK CONC 56 60 62 7980 89 90 91 92 81 W/LT W/LT BOLLARDS BOLLARDS BOLLARDSBOLLARDS 8" DIP 4" PVC (SERVICE)8" DI P8" DIP 4" PVC (STUB)6" DI P8" DIP 8" DIP 8 " DIP CB8" HDPE18" RCP FES12" RCP CB CB CB 36" RCP CB CB CB 18" RCP 15" RCP 18" RCP 15" RCP 18" RCPCB CB15" RCPCB24" RCP15" RCP INV.IN=206.27' (W)12" RCPCB15" RCP15" RCPCB15" RCPCURB INLETCURB INLETCB12" RCPCB15" RCP6" PVC36" RCP 36" RCP 18" RCPTOP=208.23'18" RCPTOP=207.15' CB 15" R CP CB18" RCP15" RCP CB 15" RCP CB 30 " RCP 42" RCPCURB INLET 15" RCP FES RISER STRUCTURE RISER STRUCTURE FES CB 6" HDPE BY1-202 BY1-203 T T C HHHH S S HH C S S T TT T S T S T T HH HH HH HH HH 4" PLASTIC 6" PLASTIC2" PLASTIC6" PLASTIC 4" PLASTIC16" DI 24" DI 16" DI24" DI6" DI24" DI 2" UNKNOWN1" UNKNOWN 24" DI 6" DI 16" DI6" DI 24" DIHOT BOX DUCT BANK DUCT BANK 6" DIP 6" DI6" DIP6" DI15" RCPEASEMENTSANITARY SEWER 24" RCPEND NOT FOUND36' PAVED ROADWAYSR 1603 N. OLD CARRIAGE RDAPPROXIMATE LOCATION OF CONDUIT END48" CHL SR 1603 S. OLD CARRIAGE RD36' PAVED ROADWAY18" RCPCONFLICT PIPERCP15" PDE SR 1770 SUNSET AVE 48' PAVED ROADWAY RCP 24" BANK DUCT 24" C&GEASEMENTSIDEWALK 24" C&G RCP15" C&G2 4 " S 52°06'24" E 165.28'84" VYNYL84" V Y N Y L 84 " VYNYLLIMITS CITY OF ROCKY MOUNT 18" RCP LT LT CONCC&G24" 36" RCP(1) 12,000 U/G TANK(2) 20,000 GAL U/G TANK(2) 8,000 GAL U/G TANK (1) 15,000 GAL U/G TANK GAS LINE EASEMENTFORCE MAIN ANDEASEMENT 10' WATER LINE C&G 24" 15" RCP 60.00'EXISTING R/W 24" G U TTERT O EI P 0.6 9' R/W SR 1770 SUNSET AVE 36' PAVED ROADWAY S 03°17'27" W118.98'23' PAV E D R OAD W AY GA R D E N IA C IR 24" GUTTER RCP42" DUPLEX 1SF DUPLEX 1SF FES JB GARAGEMTL S S SGAS PUMP ISLANDGAS PUMP ISLAND MONITORING WELL WATER VAULT CLEANOUTS DRAINAGE (REPLACED)BY2-304BMP EASEMENT BMP EASEMENT BMP EASEMENTBMP EASEMENTACCESS EASEMENT 23 ' X 99.5 ' CROSS ACCESS EASEMENT 23 ' X 99.5 ' CROSS 25' WIDE UTILITY EASEMENT20 ' WIDE PRIVATE SEWER EASEMENT 5 ' WIDE D & U EASEMENT 20' WIDE PRIVATE SEWER AND ACCESS EASEMENTS 04°51'27" W688.72'N 86°19 '48" W 112.34 'S 03°40'12" W16.57'N 86°19 '41" W 99.33 ' S 87°32'35" W 19.10'R=74.50'N 03°39'56" E187.51'CULTIVATED FIELD CULTIVATED FIELDDI 1SBK BUS8" DIPE ND NOT F OUNDINSET B ADT 2040 EASTERN AVE. SR 1770 SUNSET AVE. SR 1770 AT OLD CARRIAGE RD.CARRIAGE RD.OLDSR 1603CARRIAGE RD.OLDSR 1603EASTERN/SUNSET AVENUE 2019 943 1417 13009 6287 47912570 11287 5400 6800 16400 1600 17300 7200 140015700 10313 SEE SHEET 37 FOR -L1- PROFILE SEE SHEET 33 & 34 FOR -L- PROFILE 14 SEE SHEET 19 MATCHLINE -L1- STA. 23+00.00, SEE INSET B MATCHLINE -L1- STA . 14+00 .00 ,MATCHLINE -L1- STA. 14+00.00TRAFFIC SIGNAL MODIFICATIONSEE SHEET 13MATCHLINE -L- STA. 142+00.00,SEE SHEET 15MATCHLINE -L- STA. 155+00.00,DB 2494 PG 959 MB 38 PG 212 NASH COMMUNITY COLLEGE DB 2049 PG 612 AUDREY LOCKE SHEARIN #2, LLC DB 2609 PG 183 MB 37 PG 395 PTM, L.P. DB 797 PG 185 DB 818 PG 479 DB 850 PG 363 ANGELYN C. EZZELL MB 41 PG 94 DB 2900 PG 407 ENTERPRISES, INC. BODDIE-NOELL DB 1242 PG 204 JOSEPH CLINTON BELL, JR. DB 2618 PG 625 BOYD M. TOLMAN, ET AL DB 2245 PG 916 MB 32 PG 367 NANETTE F. BARRINGER, ET AL DB 2253 PG 80 MB 32 PG 367 DAVID L. KEETER, ET UX DB 2673 PG 421 MB 32 PG 236 DELIA L. SMITH DB 2854 PG 437 MB 32 PG 236 DB 2681 PG 893 MB 32 PG 236 THOMAS R. WATT, ET UX JANICE KATHLEEN MCLAREN DB 2220 PG 403 MB 32 PG 367 IRREVOCABLE TRUST MARY W. WILSON JOHN F. WILSON AND DB 2285 PG 297 MB 32 PG 367 OWNERS ASSOCIATION WESTRY CROSSING THE VILLAGE IN DB 1827 PG 269 MB 29 PG 272 DB 2188 PG 857 MB 32 PG 236 SYLVIA DIANE ARMSTRONG DB 2764 PG 893 MB 32 PG 236 BROUWERS BRITTNEY MARY ET UX ROBERT O. MORRIS, JR., CB CB CB CB CB CB CB CB CB CB DI CB CB CB CB CB CB CB CB CB CB CB 15" RCP-IV FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT RETAIN RETAIN 15" RCP-IV 15" RCP-IV 24" RCP-IV 18" RCP-IV CB 1445 1437 1438 1439 1441 1442 1443 DI 15" RCP-IV DETAIL 15-1 SEE SHEET 2D-1 EST 52 SY GEOTEXTILE EST 40 TONS CLASS II RIP RAP OUTLET CHANNEL PROTECTION CB CB CB CB CB CB CBCB CB CB CB 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 24" RCP-IV 24" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 18" RCP-IV 18" RCP-IV 15" RCP-IV CB CB DI EXTEND COLLAR AND 1444 15" RCP-IV 15" RCP-IV 15" RCP-IV CB 1413 1447 1401 1402 1448 1421 1420 1422 1423 1431 1432 1435 1425 1424 1427 1409 1404 1403 1405 1407 1406 1408 1416 1417 1410 1434 1430 1429 1418 1419 1428 1412 1411 1446 1426 1415 1450 1449 OEP 1411A INTO EXISTING DITCH TIE ROADWAY DITCH STANDARD BASE DITCH SEE SHEET 2D-1 DETAIL 14-1 EST 160 CY EXCAVATION L=440 FT, SLOPE=0.34% 15" RCP-IV EST 14 SY GF EST 5 TONS CLASS B RIP RAPRETAIN 15" RCP-IV INTO EXISTING CB HOOD RETAIN, TIE NEW CURBRCP-I V 24" RCP-IV 15" CB RCP-IV 15" RCP-IV 15" RCP-IV 15" 15" RCP-IV CB 36" RCP-IV 24" RCP-IV 24" RCP-IV 1414 1414B15" RCP-IV CB OF 18" RCP REMOVE 44 LF 15" RCP-IV 15" RCP-IV 18" R C P-IV 24" RCP-I V JB w/MH DI 15" RCP-IV 36" RCP-IV (NON-EROSIVE) V10=1.5 fps Q10=9.9 cfs 18" RCP-IV CB 18" RCP-IV 37 39 40 41 42 42 43 44 45 46 47 113 114 133 132 38 39 40 41 43 44 45 46 47 36 397.00' RT -L1- +03.00 364.25' RT -L1- +64.00 401.00' RT -L1- +51.00 370.00' RT -L1- +49.00 040302010002502502502502502502020202020103040025 0004 025025040401 02 025 01 02 025 0025 025 02 01 0018 01 02 02512'12'12'12'12'12'2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G 2 '-6" C&G 2'-6" C&G2'-6" C&G2'-6" C&G2'-6" C&G49' (TYP) 1'-6" C&G 2'-9" C&G 2'-6" C&G 100 ' TAPER450' STORAGE 12'12'12'12'12'12'12'12'12'12'12' ASPH.12'12'12'-L- STA. 146+61.99 BEGIN TIP PROJECT U-5026 END TIP PROJECT R-5720+11.19+74.40+78.31+67.00+39.68+85.35+15.13+79.66+15.20+63.52+86.59+94.6012'+52.97+14.63 +07.85 END 2'-6" C&G +47.34, END 2'-6" C&G +20.81, BEGIN 2'-6" C&G +83.79, END 2'-6" C&G +47.34, BEGIN 2'-6" C&G +12.90,12'12'6'R 60'R 60'40'R6 0'R 12 '12 ' 12 ' 12' +43.73 12 ' +60.87 +14.63 30'R 3 0'R30'R30'R 6'12'12' +50.23 12' +29.44 12' +65.35 12' +49.57 11'R1 6'R20 'R25'R2 5'R 12'+94.60BEGIN 1'-6" C&G +52.23, BEGIN 2'-9" C&G +52.23,+52.23+52.23RETAINING WALL +71.43 BEGIN BEGIN 2'-6" C&G +49.03, BEGIN 2'-6" C&G +15.91, END 2'-6" C&G +49.86, BEGIN 2'-6" C&G +76.58, BEGIN 2'-6" C&G +31.62, END 2'-6" C&G +67.95, BEGIN 2'-6" C&G +70.97, RETAINING WALL +10.00 END 17'R49 ' (TYP) 4 '4 'W/ HANDRAIL, +97.40 BEGIN RETAINING WALL W/ HANDRAIL, +57.04 END RETAINING WALL BEGIN 2'-6" C&G +70.97, W/ HANDRAIL RETAINING WALL +75.00, BEGIN DO NOT DISTURB 36' 35'-4"36'33'-2"64'-2"61'-7"32 '-5" DO NOT DISTURB (ALL) -L1- POC Sta. 18+95.31 -L- STA. 146+61.99 = 145150155-L- PC Sta. 149+47.29 -L- PRC Sta. 152+48.19 15 20 C R CRCR CR CRCR CR -L- -L1- SE = NC DS = 55 MPH -L--L--L1--L1-D L = 300.90' T = 150.47' R = 7,300.00' D R = 1,500.00' SE = NC DS = 50 MPH SE = 04 DS = 50 MPH PI Sta 154+00.57 L = 303.73' T = 152.39' PI Sta 150+97.76 PI Sta 19+49.04 D L = 1,617.14' T = 809.47' R = 14,000.00' F F F F F F F F F F F C F C C F C F F F F F F C C F F F F F C F F F F F F C C F F F F WW SB 72" VYNYLCONCCONC1SFD1SFD1SFDB15" RCP15" RCPABAND1SFDWOODSVYNYL72" 15' SOIL20' SOILSR 1603 S.OLD CARRIAGE RD 24' PAVED ROADWAYCULTIVATED EXISTING R/WEXISTING R/WN 74°00'19" E135.69'N 30°18'13" E132.23'S 18°35'30" E120.72'EIPEIPTO R/W0.06' EIP TO EIP0.04' R/W EIPCITY OF ROCKY MOUNT LIMITS585936" SPLITRAILDIT4" PLASTIC16" DI0.13' R/W TO EIPS 85°09'07" E105.64'S 62°17'36" E138.35'58'(REVISED) BY2-305 (REPLACED)BY2-30420' WIDE PUBLIC SEWER EASEMENT5' WIDE DRAINAGE AND UTILITY EASEMENTNAD 83/ 2011DB 2253 PG 363 MB 26 PG 287 DB 2253 PG 371 MB 26 PG 287 FOR RENT, LLC, SERIES 7 AFFORDABLE PROPERTIES DB 2366 PG 716 MB 26 PG 287 JOSEPH CLINTON BELL, JR. DB 1242 PG 204 LEININGER, ET UX MATTHEW P. SERIES 2 FOR RENT, LLC, PROPERTIES AFFORDABLE DB 2618 PG 625 BOYD M. TOLMAN, ET AL 166 168 36 38006020250120102025 -L1- STA. 10+34.34 BEGIN CONSTRUCTION 20:1 TAPER12'12'+14.634'4'-L1- PC Sta. 11+39.57 -L1- POT Sta. 10+00.00 -L1- CC C C C C C C C HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh14.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:48:56 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 SSS30" C&G30" C&G60" CONC 24" C&G 30" C&G30" C&G30" C&G30" C & G 30" C& G CONC CONC CONC C ON C C ON CCO N CCO N C30" C& G 3 0 " C& G 30" C&G 30" C&G 30" C&G 30" C&G 24" C&G24" C&GCONC 23 ' BST 38' BST34 ' BST 27' B S T 31' BSTBST 24 'VYNYL84" 23' PAVED ROADWAY BK BUS CONC CONC BST BST GR GR 48" WD/FENCE S S MTL HOUSE PUMP S BILLBOARD MTL GR 10 ' 1SFD WOODS WOODS 30" C&G30" C&GWESTRY RD 32' PAVED ROADWAYCONC ISLAND S S CONC CONC 24" C&G 2SF APARTMENT CONC CONC 24" C&G 2SF APARTMENT CONC S 3-SBW 72" CHL B ILLBOARD MTL BST BK BUS OFF ICE CONC W /RAMP DECK BST BST S GR 72" CHL 72" CHL 72" CHL 72" CHL S HOUSE PUMP GR GR CONC 30" C & G 30" C & G CONC CONC SBK BUS CONC LT BST BST BSTBSTBSTBSTCONC(CONC )GRGRCONCGRCONCGATE I RON72" W ROUGHT I RON72" W ROUGHT 3-SBW72" CHL10' SO IL 1SFDDECKGR15' GRGRCONCBBCONC CONC MTL BUS M TL BUSU /G TANK S DUPLEX 1SF (1) 3,54 9 GAL U/G TANK(1) 7,81 3 GAL U/G TANK(1) 8,74 9 GAL U/G TANK(1) 9,47 1 GAL U/G TANK(1) 9,68 8 GAL U/G TANK5' NON-ACCESS, DRAINAGEAND UTILITY EASEMENT UTILITY EASEMENT20' DRAI NAGE ANDUTI LI TY EAS EMENTDRAINAGE AND UTILITYEASEMENT, DETENTION AREA5' DRAINAGE ANDUTILITY EASEMENT5' DRAI NAGE ANDUTI LI TY EASEM ENT20 ' UTILITY EASEMENT 5' DRAINAGE AND UTILITY EASEMENT20' DRAINAGEAND UTILITY EASEMENTPDE PDE PDEMB 25 PG 199AND UTILITY EASEMENT5' DRAINAGES 03°17'27" W96.33'S 41°35'23" W103.07'N 08°08'50" E25.04'32.00' 31.47' S 48°24'37" E 32.00' 44.23'EXISTING R/WEXISTING R/WEXISTING R/W EXISTIN G R/WEXISTING R/W EXISTING R/WN 00°56'57" W158.98'0.10' EIP TO R/WEIPCHORD= N 19°03'03" E 136.81'R=200.00'N 08°39 '54" W 64.74 ' EIP EIP EIP EIP EIP EIP TO R/W 12.46 ' EIP N 81°13'03" E 79.95'N 00°14'00" W174.79'N 2 0 ° 0 0' 4 3 " W2 0 0 . 0 0'N 63°12'37" W100.00'EIP EIP EIP EIP N 81°22'46" E 16.98' N 74°35'21" E 4.21' N 74°37'05" E 209.84' EIP EIP E IP EIP EXISTING R/W E XISTIN G R/WEXISTING R/WEXISTING R/WS 13°02'14" W249.96'S 86°57'02" E 229.69'S 07°17'21" E220.05'1.71' R/W TO EIPEIPS 61°26'27" E220.85'TO EIP3.39' R/W E IPEI PEI PEI PEI PEI PS 27°03'42" W176.95'S 09°58'42" E25.38'0.17' R/W TO EIP0.06' R/W TO EIPS 07°06'24" E1043.12'20' UTI LI TY EASEM ENTN 20°29'42" E169.30'N 20°29'42" E129.79' LIMITSCITY OF ROCKY MOUNTCITY OF ROCKY MOUNT LIMITSCI TY OF ROCKY MOUNT LI MI TS5' DRAINAGE ANDUTILITY EASEMENT 5' D R A INA G E AN D U T IL IT Y E A SE M E N T TRAN SF ORMERS 42 43 44 45 46 474849 50 51 52 54 55 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 W/LTW /LT W /LT W/LT 53 W/LT W /LT W /LT 48" SPLITRAIL 72" WD FENCE 8 " DI P 8" DIP 8" DIP 8" PVC8" PVC ( S E RVI CE) 4 " P VC (SERVICE)4" PVC12" PVC 8" DIP 6" DIP 4" PVC (SERVICE)4" PVC (SERVICE)12" PVC 8" PVC8 " D IP 8" DIP8" DI P30" RCP 30" RCP DI 15" RCP CB15" RCP15" RCP CB CURB INLET42" RCPCB 2 4 " RCP 18" RCP 15" RCP CB 24" RCP 15" RCP CB 18 " RC P CB 15" RCP CB 18" RCP D I W /CONC CAP D I W /CON C CAP CB DI CB 18" RCP DI W/CONC CAP CURB INLET 24" RCP24" RCP24" RCP 24" RCP 24" RCP24" RCPCURB INLET CB 18" RC P CB 18" RCPDI (SERVIC E) 4 " PVC BY1-204 BY1-205 BY1-206LT LT LT LT LT LT LT LT LT LT TTT T T T T C T T T T T T PER RECORDSREPEATER ABANDONEDCABLE FEEDI NG T HH HH 6" PLASTIC 2" PLASTIC6" PLASTIC 6 " PLAST IC HH 6" DI 6" DI 24" DI 2 4 " D I24" DI6" DI DUCT BANK DUCT BANK DUCT BANK6" DI6" DIE N D N O T F O U N D N 81°23'26" E 342.93' 8 4" VYNYLN 41°35'23" E135.65'RCP42" N 41°35'23" E128.94'N 41°35'23" E128.05'5' DRAINAGE ANDUTILITY EASEMENT 80.00 ' SPLITRAIL 48" VYNYL ROADWAY23' PAVED 24" RCP 18" RCP 18" RCPN 26°17'23" E 205.89' BOX INACCESSIBLE BOX INACCESSIBLE 24" RCPSR 1770 SUNSET AVE 36 ' PAVED ROADWAY 3 0 " C&G18" RCPS 12°59'39" W307.04'0.24' R/W TO EIP2 4 " RCP 72" CHL 72" CHL POSTS GUARD 3-SBW72" CHL30" C&GCANO PY M TL 18" RCPPOSTSM TL N 83°17'18" W 121.83'S 26°24'42" W159.87'LIMITSROCKY MOUNT CITY OF 36' PA VED ROADW AYSR 1770 SUNSET AV EN U EUTILITY EASEMENT15' DRAINAGE AND 60.00'(3) 30" RCP RETENTION PIPES JB JB JB S STUBOUT I S LANDGAS P UMP CONC HW WELL MON ITOR ING EASEMENT DRAINAGE AND 24 ' UTILITY UNKNOWN EASEMENTMONMONPAVED ROADWAY VARIESSR 1610 ARROW RD BY10-234BY11-235MTRLSLSLSLSC TMTR200 PR2" PLASTIC12" DIP200 PR400 PR100 PR25 PR 12 FO6" DIP 6" DIP T T T T 1SBLKBUS 1SBLKBUS 15" RCP 15" RCP 1SFD BSTGRAVEL ROADWAY VARIESSR 1610 ARROW RD APPROXAPPROXAPPROX 22' PAVED ROADWAY SR 1828 DOZIER RD S EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/WN 00°33'16" W275.18' GR10' SUNSET AVENUE ADT2019 2040 SUNSET AVE. SR 1770 SUNSET AVE. SR 1770 AT WESTRY RD. 717 900 1352 1900 2070 2800 WESTRY RD.13691 22000 14326 23000 15 SEE SHEET 49 FOR -Y11- PROFILE SEE SHEET 49 FOR -Y10- PROFILE SEE SHEET 45 FOR -RAB5- PROFILE SEE SHEET 34 FOR -L- PROFILESEE SHEET 14MATCHLINE -L- STA. 155+00.00,SEE SHEET 16MATCHLINE -L- STA. 169+00.00,DB 2654 PG 611 SUNSETTER PROPERTIES, LLC DB 2637 PG 451 MB 29 PG 272 EDWIN KEITH BONE DB 2832 PG 159 MB 29 PG 272 SHERRY WILCZEWSKI DB 1714 PG 815 MB 31 PG 140 DB 1455 PG 93 DB 1472 PG 862 DB 1846 PG 112 CLIFTON PRICE HARPER, JR. DB 1121 PG 681 NATHAN E. WICKSTROM, ET UX DB 2599 PG 484 MB 29 PG 272 LEONARD SULLIVAN DB 2477 PG 676 MB 29 PG 272 LIMITED PARTNERSHIP CARRIAGE COURT APARTMENTS WILLIAMS, ET UX DENNIS BRYANT LUCILLE D HERBERT HEIRS DB 865 PG 90 STEPHENS, ET AL WILLIAM L. DB 2654 PG 607 MB 25 PG 199 SUNSETTER PROPERTIES, LLC DB 2194 PG 735 PROPERTIES, LLC DAUGHTRIDGE DB 2194 PG 735 DAUGHTRIDGE PROPERTIES, LLC MB 32 PG 179 DB 1500 PG 692 MB 23 PG 248 ET UX SOUTHERLAND, JAMES B. RAY MILES SYKES, ET UX DB 1427 PG 244 MB 25 PG 11 DB 2194 PG 735 DAUGHTRIDGE PROPERTIES, LLC OWNERS ASSOCIATION THE VILLAGE IN WESTRY CROSSING DB 1827 PG 269 MB 29 PG 272 PROPERTIES, LLC DAUGHTRIDGE DB 2194 PG 735 MB 32 PG 179 CB CB CB 15" RCP-IV CB CB CB CB CB EST 7 SY GF EST 2 TONS CLASS B RIP RAP EST 21 SY GF EST 8 TONS CLASS B RIP RAP CB CB CB FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT CB RETAIN RETAIN RETAIN RETAIN RCP-IV 15"CB CB 1503 1504 1505 1506 1507 1508 1509 1510 1511 1512 1513 1514 1515 1516 1526 1517 1518 1519 1520 1521 1522 1523 1524 1525 1527 1528 1529 1530 1531 15351536 1538 DI RCP-IV24" 24" RCP-I V 15" R C P-IV 15" RC P -IV DI CB DI DI 1539 RCP-IV 15" 1540 1541 CB 1542 15" RCP-IV CB DI RCP-IV 15" CB 15" RCP-IV 15" RCP-IV 15" RCP-IV CB CB w/MH JB CB 30" RCP-IV CB 15" RCP-IV 15" RCP-IV 15" RCP-IVDI RCP-I V 15" RCP-IV 15" 24" RCP-IV 1533 1532 1534 CB RCP-IV 24" EST 14 SY GF EST 5 TONS CLASS B RIP RAP 30" RCP-IVDETAIL 15-1 SEE SHEET 2D-1 EST 52 SY GEOTEXTILE EST 40 TONS CLASS II RIP RAP OUTLET CHANNEL PROTECTION RCP- I V 18" CB 1443 OEP OEP OEP GTD 1541 1518A RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 18" RCP-IV 15" RC P-IV 18" R C P-IV 18" RCP-IV 15" RC P -IV 1 8 "DETAIL 15-2 SEE SHEET 2D-1 SPECIAL LATERAL BASE DITCH 1436 OEP GTD DI1537 EST 7 SY GF EST 2 TONS CLASS B RIP RAP 15" RCP-I V OEPGTD GTD DETAIL 15-3 SEE SHEET 2D-1 TOE PROTECTION 24" RCP-IV 1542 DETAIL 15-4 SEE SHEET 2D-1 SPECIAL CUT DITCH 15" RCP-IV 18" 18" DETAIL 15-5 SEE SHEET 2D-2 MODIFIED CONCRETE FLUME 1502 15" RCP-IV CB18" RCP-IV CB 1440 15" RCP-IV CB 18" RCP-IV 1450 1501 AND (2) 30" RCP RETAIN EXISTING HW RETAINCB 1449 36" RCP-IV 4849 50 51 52 134 135 136 137 138 139 140 167 134 172 173 174 172 173 174 49 48 02502503030202020202502501010101000001 01 00 0202 018021 02 02 02 02 01 00 EX 02 01 00 EX 00302000102 020250250250250202 01000212'12'2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C & G 1'-6" C&G 2'-9" C&G 1'-6" C & G1'-6" C & G 100 ' TAPER 75' TAPER -Y11- STA. 11+28.15 BEGIN CONSTRUCTION -Y10- STA. 11+87.05 END CONSTRUCTION R 110' 16'16'18'R50' R 50'R 15'15'600'R20'R5'R 5 'R 160'R R 110'2'-6" C & G 17' MIN.12'12'12'12'12'R 350' R 90' R 90 '300'R90'R12'12'12'12'12'12'12'12'12'12'12'13'4'13'13'4'R 120'R120'12'12'12' R 130'12'195' TAPER 25'R23'R 20'12'+705.5' 12 'TIE TO EXIST. R50'R30'12' 1 2' 50:1 TAPER 12'12'12'12'20'TYP.R1 0'R1 0'R1 0' R 10' R 10' 10'R10'R10' R 17.5'5.5'R 90'R 160'-Y8- STA. 10+26.52 BEGIN CONSTRUCTION 1'-6" C&G 1'-6" C&G9.5'+51.92END 2'-9" C&G +89.68,+89.68+61.37+13.14BEGIN 2'-6" C&G -Y8- +96.19, END 2'-6" C&G -Y10- +87.05, BEGIN 2'-6" C&G -Y10- +87.05, 50'R +95.07BEGIN 1'-6" C&G +99.51,+16.34+12.04R 700 '12'+48.8512'+12.65+05.12+ 3 0. 4 1 +84.43+12.31+26.22R 300'14'MIN. 17 'M IN .130'R12'12'+11.71+95 .43 BEGIN 2'-6" C&G -Y11- +57.28,10'R10'R END 2'-6" C&G +81.59, BEGIN 2'-6" C&G +08.89, BEGIN 1'-6" C&G +63.81,12'+32.8612'+12.63+03.93+67.31+36.33+57.58+89.36+37.08+75.81+96.87+25.1112'12'12'+96.1913'50 ' R2'2'2' 2' BEGIN 2'-6" C&G +83.75, 2'-9" C&G BEGIN 2'-9" C&G +85.37, END 2'-6" C&G +74.99, END 2'-9" C&G -Y11- +56.08, END 2'-9" C&G +76.38, BEGIN 2'-6" C&G +15.62, BEGIN 2'-9" C&G +40.07,2'-9"C&G2'-6" C&G2'-6" C&G+18.85END 1'-6" C&G +96.87,200' R 50'R+89.6812'+14.0812'5'R 49' (TYP) 15'R 10'R 140'R 12'8'W/ HANDRAIL RETAINING WALL +56.60, BEGIN W/ HANDRAIL RETAINING WALL +71.30, END 2'-6" C&G +56.73, END -Y8- +56.00 W/ HANDRAIL END RETAINING WALL 12'300' STORAGE 1'-6" C&G END BEGIN 2'-6" C&G +86.50, END 2'-6" C&G +64.38,38'28'R15'21'-3"34'28'31'20'14'14' 23' -RAB5- PT Sta. 15+34.07 -RAB5- PC Sta. 10+00.00 = -L- POC Sta. 161+37.16 = -RAB5- POC Sta. 12+42.87 -L- POT Sta. 163+07.73 = -Y10- POT Sta. 10+00.00 -L- POT Sta. 157+24.88 = -Y8- POT Sta. 11+55.03 -L- POT Sta. 157+58.33 =15516016515 -L- PRC Sta. 155+51.92 -Y8- POT Sta. 10+00.00 -Y8- PT Sta. 11+18.56 -Y10- PT Sta. 13+64.16 -Y10- PC Sta. 11+87.05 -L- PRC Sta. 160+72.85 -L- PRC Sta. 164+63.81 -L- PRC Sta. 163+19.01 -Y11- POT Sta. 10+00.00 -Y11- PC Sta. 11+32.31 -Y11-PT Sta. 12+77.50 -Y11- POT Sta. 13+66.94 = -RAB5- Sta. 13+83.99 -Y8- PC Sta. 10+57.74 R 600'CRCRCRCR CRCR CRCRCR CRCRCR CR C R C R CR C R CR CR CR-L--Y8- -Y10- -RAB5- -Y11- SE = NC -L--L--Y10- -RAB5--Y11-PI Sta 12+07.02 D L = 145.19' T = 74.71' R = 250.00' PI Sta 10+92.55 D L = 60.82' T = 34.81' R = 50.00' D D R = 300.00' D R = 300.00' D SE = NC SE = NC SE = NC PI Sta 158+12.62 L = 520.93' T = 260.71' R = 4,940.00' PI Sta 162+03.33 L = 246.17' T = 130.49' L = 144.80' T = 73.84' PI Sta 167+65.58 L = 603.18' T = 301.76' R = 7,220.00' PI Sta 163+92.85 D R = 1,500.00' SE = 04 DS = 50 MPH PI Sta 154+00.57 L = 303.73' T = 152.39' DS = 50 MPH SE = RC DS = 50 MPH PI Sta 11+47.22 D L = 178.02' T = 147.22' R = 85.00' PI Sta 13+25.25 D L = 178.02' T = 147.22' R = 85.00' PI Sta 15+03.27 D L = 178.02' T = 147.22' R = 85.00' PI Sta 12+76.54 D L = 177.11' T = 89.49' R = 500.00' SE = SEE PLANS SE = EXIST. F FFF F F F F F C C F C F F F F F F C C C C F F F F F F F F F C F C C C C C C C F F F F WZ NAD 83/ 2011HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh15.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:49:15 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 HTR HTR GRBSTWD GR30" C&G 30" C&G30" C&G 30" C&G 30" C&G 30" C&G 30" C&G 30" C&G 30" C&G 30" C &G 48" CONC CONC BRIDGE CONC48" CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC BSTBST VARI ESBEN LAYTON CI RCLE30" C&G 23' BST 23' BST 24' BST 38' BST BST 24' 25' BST 10' BST S GATE 3-SBW 72" CHL CONC BLK BUS S BILLBOARD MTL GR BST HTR HTR HTR DECK S HOUSE PUMP GARAGE 1SFD 1SFD 16' GR GR GR GR 1SFD 54" CONC WALK 30" C&G 54" CONC WALK S BST BK BUS S CONC CONC BEN LAYTON CIRCLE 18' PAVED ROADWAYGR 10' WOODS CONC 60" CHL BLK BUS 60" CHL CONC WOODS GR 11'10' GR 1SBKD 1SBKD GR GR 48" WW S MTL MTL BUS 60" CHL 48" WW GR TIMBERSLANDSCAPE6" CONC MTL BUS MTL BUS CONC BST BST S 60" CHL CONC CONC 1SBKD GR 48" BK WALL S CONC BILLBOARDMTL BST CONC BK BUS BST 72" CHL CHL 72" GATE 24" C&G 24" C&G 24" C&G 24" C&G CONC 24" C&G 24" C&G 24" C&G72" CHL BST BST BST CONC CONC MTL BUS MTL BUS B B GATECHL72"CHL72" 72" CHL BANNER WAY 1 9' PAVED ROADWAYGRGR GRBST72" CHL 3-SB W96" CHL 3-SBW96" CHL 3-SBWCONC15" RCP40' BSTGATERIP RAPRIP RAPRIP RAPBSTBSTBST34' BSTWOODS72" CHLMTL BUSS WD/WALKWAY CONC CONC CONC CONC CONC CONC CONC CONC CONC DECK CONC BST48" CHL GATE ARBOR OFFICEHTR DECK1SFDS15" RCP15" RCPHTRWOODS 48" CHL 48" WW 1-SBW24" RCP W/FES48" CHL 48" CHL CALEB CT 15' GR BUNCH CIRCLE 15' GR20' BST15" RCPDECKHTRDECKHTR15" RCPSSHTRHTRHTRHTRHTRGR15' BSTDECKWOODSWOODSRAPRIPRAPRIP72" CHLCONCSHELTERMTL CANOPYBILLBOARDSCONC48" ROPE CALEB CT 15' GR 24" GUTTER24" GUTTERCONCDECKWOODS SR 1770 SUNSET AVE 25' PAVED ROADWAY SR 1770 SUNSET AVE 25' PAVED ROADWAY 3' PAVED SHOULDER 3' PAVED SHOULDER 3' PAVED SHOULDER 3' PAVED SHOULDER GR12'RAMPWDDECKCONCDECKDECKDECKDECKDECKHTRHTRHTRCONC18'CONC18'CONC26'HEDGE ROWE. TOWER LANE 20' PAVED ROADWAY24" GUTTERRAINBOW LANE 18' PAVED ROADWAYHTRHTRCONCCONCCONCFALLOWWOODSWOODSWOODSWOODSWOODSWOODSWOODSBILLBOARDMTL S S WOODS CHL 48" GR GR 32 ' CONCGR 48" WW 1-SBW48" WW 1-SBW48" WW 1-SBW 48" WW 1-SBW 48" WW 1-SBW24" C&G 24" C&G A/G TANK 48" WW 1-SBW48" WW 1-SBW METERPWRMETERPWRMETERPWRMETERPWR3 0' ACCESS EASEMENT3 0' ACCESS EASEMENT5' DRAINAGE AND UTILITY EASEMENT 5' DRAINAGE AND UTILITY EASEMENT 5' DRAINAGE AND UTILITY EASEMENT 20' SANITARY SEWER EASEMENT 5' DRAINAGE AND UTILITY EASEMENT 20' SANITARY SEWER EASEMENT 20' SANITARY SEWER EASEMENT 20' SANITARY SEWER EASEMENT 5' DRAINAGE AND UTILITY EASEMENT PDE PDEPDEPDEPDE R/W MONR/W MONR/W MONR/W MONR/W MONEXISTING R/WEXISTING R/WEIPS 86°46'45" W 358.31' 0.19' R/W TO EIP S 0 7°0 6'24" E 10 4 3.12' EIP EIP EIP EIP EXISTING R/W EXISTING R/W 60.00'S 18°02'26" W201.20'S 18°02'26" W167.34' S 65°02'34" E 104.49' S 64°08'56" E 90.75' S 13°49'03" W 55.36' S 11°57'23" E 42.7 8' S 5 3 °2 0'10 " E28 .7 0' S 67°52'58" E 243.78'S 73°46'46" E 26.20' EIPN 24°51'42" E299.69'N 24°51'42" E299.68'S 65°08'18" E 142.50' S 65°04'18" E 71.07' S 65°01'18" E 122.91' S 74°09'18" E 83.64' S 74°09'28" E 122.50' S 74°09'18" E 122.64'N 14°12'36" E312.32'N 20°32'42" E309.26'1.25' EIP TO R/WN 07°06'17" E301.65'EIP EIPS 25°57'54" W115.51'EIP N 71°39'07" W 130.15'S 0 4 ° 3 7' 2 2 " W2 1 0. 0 0'N 0 4 ° 3 8 ' 2 7 " E2 0 9 . 6 0 ' 0. 1 4' R/W TO EI PEIP EXISTING R/W EXISTING R/W 60.00'R/WE XISTI N G S 76°02'38" E 105.00' S 84°19'45" E 181.00'S 0 4 ° 4 5' 1 5 " W1 9 1 . 4 1' 1.0 7' R/W T O EIP N 89°15'15" E 105.22' N 82°39'45" W 19.06'S 0 3 ° 1 4' 1 3 " W2 2 2 . 7 0'S 06°25'15" W118.03' R/W MON EIP EXISTING R/W EXISTING R/W EXISTING R/W EXI STI NG R/WS 85°23'18" E457.50'S 02°29'15" W164.66'EIP EIP EIPEIPEIPEIPEXISTING R/WEXISTING R/WEXI STI NG R/WEXI STI NG R/WEI P0.02' R/W TO EIP EIPEIP0.06' EIP TO R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/W VARIESVARIESS 71°48'21" E 616.92' 150' CP&L EASEMENT 150' CP&L EASEMENT150' CP&L EASEMENT150' CP&L EASEMENT150' CP&L EASEMENTCIT Y O F R O C K Y MO U N T LI MIT S ;;; ; ;; ; ; ;;;;20' UTILITY EASEMENT 20' UTILITY EASEMENT 20' UTILITY EASEMENT 20' UTILITY EASEMENT 20' UTILITY EASEMENT BST 22' GR GR 24' BST GATE 12' GR18' GR18' GR15' GRCHL48" 72" WD FENCEGR20' BST40' BST40' 72" CHL24" C&GGRGRFALLOW15" RCP5 6 7 89 10 11 12 13 14 15 16 17 18 19 20 22 23 24 25 26 27 28 29 30 31 32 3334 35 36373839 40 41 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126127 128 132 133 134 135 136 137 138 139 140 141 142143 144 162 163 164 165 240 241 242 244 245 246 247 248 21 W/LTW/LT W/LT 129 4W/LTW/LT W/LT 8" PVC4" PVC (SERVI CE)4" PVC (SERVICE)8" PVC 8" PVC8" PVC8" PVC8" PVC 12" PVC12" DIP 12" DIP12" VCP12" DIP 12" VCP 12" VCP12" VCP4" PVC (SERVICE)10" VCP12" RCP4" PVC (SERVICE) 10" VCP 8" VCP 4" PVC (SERVICE)12" RCP 12" RCP 12" RCP 8" PVC8" PVC 8" PVC DI 15" RCP 15" RCP18" RCPCB 18" RCP CB CB 24" RCPCB 24" RCP CB 24" RCP 15" RCPCB 24" RCP DI 1 5 " RCP CB 30" RCP 24" RCP CB 15" RCPDI15" RCP DI CB 30" RCP CB 30" RCP 15" R C P CB 15" RCP 15" RCP CB CB 15" RCP CB 54" RCP24" RCP24" HDPE DI12" HDPE24" RCP18" RCPRISERTOP=184.17' DI 15" HDPE15" HDPE DI 24" HDPE DI DI 12" HDPE12" HDPECURB INLET 24" RCP CURB INLET CURB INLET CURB INLET CURB INLET 8" C MP 8" C MP 8" C MP 8" C MPDI36" RCPFES36" RCP DI36" RCP DI36" RCP FES24" RCP24" RCP FESFESFESFESFESFES18" CMP15" RCP18" RCP8" PVC 10" VCP 15" R CP FESBL-106BL-107BY1-207 BY1-208 BY1-209 BY1-210 BY1-211 BY1-212BY4-401BY4-402LT LT LT LT LT LT LT LT LTLTLTLTT T TT T C T C HH SSTT T T T TTT HH HH HHT PER RECORDS REPEATER ABANDONED CABLE FEEDING HH HH 6" PLASTIC 6" PLASTIC 6" PLASTIC 6" PLASTIC 6" PLASTI C6" PLASTIC2" PLASTIC6" PLASTIC 6" PLASTIC 6" PLASTIC 6" PLASTIC CT T HH 6" DI 6" DI 6" DI 6" DI 24" DI 6" DI 24" DI 8" UNKNO WN 8" UNKNOWN 6" DI 24" DI 4" PVC 4" PVC 4" PVC PVC6" 6" PVCDUCT BANK DUCT BANK DUCT BANK DU CT BANK DUCT BANK DUCT BANK2" PLASTIC2" PLASTIC 6" DI 6" DI 6" DI 8" DI6" DI6" DI 8" DI 24" DI 24" DI 8" PVC48" ROPE48" CHLR/WE XIS TI NG R/W EXISTING 48" CHL48" CHLSR 1770 SUNSET AVE 36' PAVED ROADWAY 0.03' EIP TO R/WEXISTING R/W 5' DRAINAGE AND UTILITY EASEMENT R/WEXISTING S 0 3°2 4'0 7 " E 2 0 7.6 4' 60" MTL WW 48" 30" C&G 15" HDPE 60.00'SR 1770 SUNSET AVE 36' PAVED ROADWAY 72" CHL 30" C&G 8" PVC 60.00' BST20' PAVED ROADWAY VARI ABLESR 1667 FREI GHT ROAD72" CHLBILLBOARDMTL R/WEXISTING 60.00' S 71°48'44" E 664.94' 12" RCP MONR/W N 82°48'49" W 242.96'12' PAVED SHOULDER24' CONC ROADWAY4' PAVED SHOULDER4' PAVED SHOULDER24' CONC ROADWAY12' PAVED SHOULDERCABLEMTL MTL MTLMTLMTLMTLMTL MTLCABLE S S S S CONC CONC CONC CONC CONC HWCONC HW4' WW4' WW4' WW4' WW1 5' UTI LI TY EASEMENT20' UTILITY EASEMENT 20' UTILITY EASEMENT 20' SANITARY SEWER EASEMENTEA SEMENT20' UTILITY I-95 SBLI-95 NBLUNKNOWN EASEMENTUNKNOWN EASEMENT UNKNOWN EASEMENTUNKNOWN EASEMENT UNKNOWN EASEMENTEASEMENTUNKNOWN EI P S 0 2 ° 2 9' 1 5 " W2 7 7 . 3 4'N 81°54'15" E85.55'BY1 2 - 2 3 6 BY1 2 - 2 3 7TT EOI25 PR 1 0 0 P R8 " DB 1206 PG 762 ANGELYN EZZELL DB 2558 PG 278 MB 37 PG 208 DB 2495 PG 45 MB 11 PG 230 TRESSELL HOMES, LLC DB 2100 PG 931 JLR REAL ESTATE, LLC DB 2751 PG 285 DB 2558 PG 278 DB 2417 PG 201 DB 1588 PG 949 DB 2568 PG 829 JONATHAN KURIEN DB 2569 PG 368 HICKORY PROPERTY, INC.DB 1222 PG 517 DB 1427 PG 240 MB 22 PG 33 JEFFREY SYKES, ET UX DB 2331 PG 792 MB 20 PG 216 MCKENNY DIXON, JR. MB 29 PG 49 DB 1396 PG 540 MB 20 PG 308 MB 26 PG 278 JOHN A. DEW DB 2257 PG 265 MB 15 PG 378 DORNGOOD PROPERTIES, LLC MB 11 PG 230 MB 11 PG 230 MB 11 PG 230 CONTRACTORS, LLC WILLIAMS GENERAL PROPERTIES, LLC MOMEYER CONTRACTORS, LLC WILLIAMS GENERAL PARTNERSHIP MICHEL REAL ESTATE JLR REAL ESTATE, LLC DB 2100 PG 931 BARBARA ANN RICHARDSON CONTRACTORS, LLC WILLIAMS GENERAL PARTNERSHIP MICHEL REAL ESTATE DB 1222 PG 517 MB 11 PG 230 WILLIAMS GENERAL CONTRACTORS, LLC DB 2558 PG 278 DB 2651 PG 696 3MR LIMITED PARTNERSHIP BKT ENTERPRISES, L.P. DB 1559 PG 119 DB 1884 PG 364 FHO PARTNERS, LLC RAY MILES SYKES, ET UX DB 1427 PG 244 MB 25 PG 11 DB 1846 PG 112 HARPER, JR. CLIFTON PRICE MB 15 PG 378 DB 2593 PG 337 WILLIAM JEFFREY SYKES, ET UX DI DI CB CB CB CB CB CB CB CB CB CB CB 15" RCP-IV CB CB CB CB CB CB CB CB EST 21 SY GF EST 8 TONS CLASS B RIP RAP EST 10 SY GF EST 3 TONS CLASS B RIP RAP CB EST 10 SY GF EST 3 TONS CLASS B RIP RAP EST 14 SY GF EST 5 TONS CLASS B RIP RAP18" RCP-IV15" RCP-IV 15" RCP-IV FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT CB CB HW 15" RCP-IV CB DI DI 1 5 " RCP-I V 15" RCP-IV 18" RCP-IV 18" RCP-IV 24" RCP-IV 24" RCP-IV 24" RCP-IV 30" RCP-IV 30" RCP-IV CB CB 1601 1602 1603 1604 160716381606 1608 1609 1610 1611 1612 1613 1614 16151630 1617 1619 1621 1622 1623 1624 1626 1628 1631 1632 1633 1635 1636 1641 1642 1643 1644 1647 1648 1649 1651 1650 1653 1654 1655 1657 1665 1670 1671 1672 1673 1674 1675 1676 1677 1678 1679 1681 1682 1684 1686 1686 1687 CB CB HW 1660 TRENCHLESS INSTALLATION 60" WELDED STEEL 1661 1662 1664 EST 75 SY GF EST 40 TONS EST 73 SY CLASS I RIP RAP CB CB 15" RCP-IV 15" RCP-IV 15" RCP-IV REMOVE EST 62 SY GF EST 33 TONS EST 60 SY CLASS I RIP RAP 54" RCP-IV RCP-IV 15" EST. 8 TONS CLASS 'B' RIP RAP 21 SY GEO-TEXTILE 15" RCP-IV 15" RCP-IV CB 18" RCP-IV 18" RCP-I V 18" RCP-IV 15" RCP-IV 15" RCP-IV CB CB CB 15" RCP-IV 15" RCP-IV 15" RCP-IV CB CB DI DI DIDI CB 1645 1639 1640 30" RCP-IV 18" RCP-IVDETAIL 16-10 SEE SHEET 2D-1 STANDARD 'V' DITCH 24" RCP-V18" RCP-IV (BURIED 1.0') 60" RCP-IV (BURIED 1.0') 60" RCP-IV EST 10 SY GF EST 3 TONS CLASS B RIP RAP RCP-IV 15" 1688CB DI1629 15" RCP-IV 24" RCP-IV DI 1627 DI 1656 DI DI 1690 1689 1646 1618 1616 DI DI DI 1691 15" RCP-IV R C P-IV 15" DI DI1605 1620 15" RCP-IV 15" RCP-IV 1663 30" RCP-IV 15" RCP-IV 30" RCP-IV 30" RCP-IV 1 8" R C P-I V 15" RCP-IV DETAIL 16-1 SEE SHEET 2D-1 CHANNEL RELOCATION DETAIL 16-2 SEE SHEET 2D-1 CHANNEL RELOCATION DETAIL 16-4 SEE SHEET 2D-1 BERM V DITCH DETAIL 16-5 SEE SHEET 2D-1 SPECIAL CUT DITCH DETAIL 16-7 SEE SHEET 2D-1 STANDARD BASE DITCH DETAIL 16-5 SEE SHEET 2D-1 SPECIAL CUT DITCH DETAIL 16-8 SEE SHEET 2D-1 W/ CLASS B RIP RAP SPECIAL CUT DITCH DETAIL 16-9 SEE SHEET 2D-1 SPECIAL CUT BASE DITCH EST 54 SY GF EST 36 TONS CLASS I RIP RAP BANK STABILIZATION 30" RCP-IV 1685 CB CB CB DI 1683 CB 2GI-A 2GI-A 2GI-A 30" RCP-IV1691 JB w/MH 1625 1694 1693 EST 5 SY GF EST 1 TONS CLASS B RIP RAP BDO 1658 15" RCP-IV GRADE TO DRAIN GRADE TO DRAIN RCP-IV 15" RCP-IV 15" W /ELBOW S15" CSP 15" RCP-IV RCP-IV 18" RCP-IV 15" w/MH JB EST 7 SY GF EST 2 TONS CLASS B RIP RAP 18" RCP-IV 54" RCP-IV GRADE TO DRAIN W/ELBOWS 15" CSP @ 5' SPACING = 86 SLOTS 12" W x 4" H BARRIER SLOT FLOWABLE FILLFILL WITH 2GI 1634 RCP-IV 15" 2GI1652 RCP-IV 15" +81.6 BEG. SBG +10.8 END SBG EST 10 SY GF EST 4 TONS EST 9 SY CLASS I RIP RAP 15" CSP w/ELBOWSw/ELBOWS15" CSP 15" RCP-IV 15" R C P-I V 15" RCP-IVDETAIL 16-6 SEE SHEET 2D-1 SPECIAL CUT DITCH DETAIL 16-6 SEE SHEET 2D-1 SPECIAL CUT DITCH EST 7 SY GF EST 2 TONS CLASS B RIP RAP DETAIL 16-5 SEE SHEET 2D-1 SPECIAL CUT DITCH DETAIL 16-8 SEE SHEET 2D-1 W/ CLASS B RIP RAP SPECIAL CUT DITCH EST 7 SY GF EST 2 TONS CLASS B RIP RAP W/ E L BOWS 1 8 " CS P CB 1692 DETAIL 16-11 SEE SHEET 2D-1 TOE PROTECTION 53 54 59 58 57 56 55 60 61 53 141 142 143 144 145 146 147 70 151 51 53 140 C H O R D C HOR D040203 02 02 01 01 00 025040302 5 01000102025030402502502502502502020303040401010008 0 8 07 06 05 04 03 02 5 08 07 06 05 04 03 025 0808 07 06 05 04 03025 025 03 04 05 06 07 0803 04 03 02 01 EX EX EXEX0 2 0201 04 0 1 000201 0 2 0 1 00025 03 04 050 6 07080250250 2 5 0 2 5 0250250807060504 03 02 01102025025 025 025 025 0 2 0200 0001 0203 01020 3 04 04 03 0001 010403 020304 04 0302010001 02 12'12'12'12'12'16'4' 10' 12'16'4'4' 12'16'4' 12'12' 2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G (TYP) 49' (TYP) (T YP)(TYP)32'(TYP) (TYP)26'1'-6" C&G 1'-6" C&G 100' TAPER 450' STORAGE 550' STORAGE -Y15- STA. 14+18.61 BEGIN CONSTRUCTION -L- STA. 189+42.39 BEGIN BRIDGE -L- STA. 189+17.44 APPROACH SLAB BEGIN -L- STA. 192+40.88 END BRIDGE -L- STA. 192+66.00 END APPROACH SLAB 2 0 0'R300'RT YP. TYPE III TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77B-77TYPE4 '16'10'300' TAPER6'8:130'R15'R C D R 700' R 90'15' 15'15'15'15 ' 15 '12'12'12'12'1'-6" C&G1'-6" C&G27'R27'R27'R12' R 350' R 120'4'13'13'17' MIN. 16'4' 16'4'4'16'4'10' 17'4'13 '13'90'RR 90 '13'R 3000' 10'R 12'12'12'12'12'12'12'12'12'12'12'12'12'12'12'12'12'12' 1 2'12' 12'+53R 90'12'12'12'12'12'12' MIN. 2 4' 12' 10' 4' 4' 16' 12' 10' 12'25'10'14'14'10' 4'4'12' 3 2' 4' 16' 12' 4' 4'16'12'6'6' 4' 12' 23'10' 23'10' 22'-3"22'9'-5" 23' 4' 4' 10'-8" 23'22'-4"22' 12'12' 4' R 90' 6'4'13'13'16'14'14'16'10'12'12'12'12'12'12'12'12'10'15'15'4' 1 0'16'4' -DRIVE2- STA. 11+86.03 END CONSTRUCTION R10'R10'10'R 10'R R27'R10' 12'12'21'TYP. 12' 12' 12'12' 12'R 100'R 30 0'R 300'R50'R40' 25' R40'RR 200' R 200' R 300' R 300'R 300'R 110'12'6'12'75' TAPER 75' TAPER 12'12'12'6'12'10'10'R 300' R 300' R 90' R 90' R 120' R 300' R 300'8'4'8' 4' 8' 4'16'4'16'8' 4 '12' R 1 2 5' 4' 10'16' 1'-6" C&G2'-6" C&G6'5.5'5.5'8.6'B-77TYPE6' 7'8:18:18:18:18:18:18:18:18:18:18:18:116' 4' +67 +01.87+49.52+23.64+71.84+43.64+19.45+13.67+80.90+32.70+92.84+17.80+69.81+51.44+19.53+68.70+92.99+07.4849'+02.63END 2'-6" C&G +17.08, BEGIN 2'-6" C&G +51.31,+91.63+79.00+01.12+64.51+06.34+54.34+49.1712'+49.92+99.0812'+10.0735'R BEGIN 1'-6" C&G +49.17,35.5'+8 6. 6 0 12'+ 6 5.8 5 12'+8 0.6 3 120'R17'MIN. 14'MI N.150'RR 140'+92.53+01.71C&G END 1'-6" +90.41, 50'R+80.35 +72.49 +67.98 +18.00 +11.06 END 2'-9" C&G -Y15- +31.88, BEGIN 2'-6" C&G +65.23, 1 1 0'R+69.12END 2'-6" C&G -LRPC- +88.10, +23.54+11.44 +27.84 +13.43+16.84+89.92 BEGIN 2'-6" C&G -LLPC- +25.97, BEGIN RETAINING WALL -LLPC- +10.07 BEGIN BARRIER +03.04 +58.35 +14.80 +79.53 +64.80 +07.49GREU TL-3+28.75+19.55R 65'R 65' 2 9 4'R +8 5.2 7 + 13.9 6 12'+ 93.54 +38.88TYPE III +81.60 BEGIN BARRIER +10.81 END BARRIER +10.81+86.13+85.816'+46.92+77.07GREU TL-3 +98.41+12.93+23.0717' MIN.14'MIN.4'13'120'R+30.14+53.501'-6" C&G BEGIN +45.41, END RETAINING WALL -CD1- +58.96 END BARRIER +15.18 +56.14 +64.16 +62.43 +51.70 +34.23-CD1- +76.45GREU TL-3+35.59 +30.93 +42.75 -L2SB- +18.39IA-MASH, TL-3-L2NB- +24.68IA-MASH, TL-3+86.23 +23.73 +07.90 WALL END RETAIN. END BARRIER -CD2- +07.90 +29.40 +50.90 +06.13 +77.40 4' +71.18 4'-L2NB- +76.61IA-MASH, TL-3+46.87 +38.86 +40.58 +51.31 +10.35 +47.37 + 33.7 8+85.85 END 2'-6" C&G +56.55, GREU TL-3,+16.55 +62.97 +75.00 +00.85 +22.05 +46.39 R25 'BEGIN RETAINING WALL -LLPD- +28.77 BEGIN BARRIER END 2'-6" C&G +56.81, BEGIN 2'-6" C&G +85.14, 2'-6" C&G 2'-6" C&G 2'-6" C&G END 2'-6" C&G +17.00, BEGIN 2'-6" C&G +43.69, 11'11' 100'R R 90'R 90'R 140'2' 2'END 2'-6" C&G +00.96, BEGIN 2'-9" C&G +12.52, C&G2'-9" BEGIN 2'-6" C&G +59.25, END 2'-9" C&G +49.25,2'C&G 2'-9"BEGIN 2'-9" C&G +92.53, END 2'-6" C&G +82.53, 2'-6" C&G -CD2- +67.15IA-MASH, TL-3+09.71 R150'R 90' R 104' 65'R 1'-6" C&G15'+09.0415'ISLANDMONO.+18 .14 215'R200'RR 65'15 '+27 .88 2'-9" C&G 22'+ 27.99(TYP)22'(TYP)+61.88 40'R 30'R 18'R 18'R30' R END 2'-6" C&G, BEGIN 2'-9" C&G -LRPD- +18.77, BEGIN 2'-6" C&G END 2'-9" C&G +29.68, BEGIN 2'-6" C&G -LRPD- +99.20,125'R125'R100'R R 500' 4' +10.33 BEGIN CL FENCE +95.06 END CL FENCE 20'20' 28'28' 31'-2" 28' 38' 35' +49.7732'24'-4" 20'30'-5" R8' 8'R 28' 28'R10'25303530354040454045-RAB6- POC Sta. 12+71.33 -L- POC Sta. 185+35.93 = -RAB6- P0C Sta. 11+09.84 -LRPC PT Sta. 22+86.02 = -CD1- PT Sta. 29+13.26 -CD1- PC Sta. 25+25.90 -CD1- POT Sta. 32+47.77 -L- POT Sta. 189+80.08 = -L2SB- POT Sta. 42+95.65 -L- POT Sta. 190+49.42 = -CD2- POT Sta. 37+91.78 -L- POT Sta. 192+03.19 = -RAB6- POC Sta. 14+07.73 -Y15- POT Sta. 19+41.79 = -RAB7- PC Sta. 12+80.52 -L- POC Sta. 197+43.15 = 3025 15 -RAB6- PT Sta. 15+34.07 -RAB6- PC Sta. 10+00.00 = -L- POT Sta. 183+65.77 = 12.00' RT. -CD2- POT Sta. 38+04.00, -LLPD- ST Sta. 10+00.00 =170175180185190195POT Sta. 10+00.00 15 20 1 5 15-L- PT Sta. 170+66.99 -L- PC Sta. 172+91.15 -L- PT Sta. 177+58.32 -DRIVE2- POT Sta. 12+50.56 -DRIVE2- PT Sta. 11+66.85 -DRIVE2- PC Sta. 10+51.25 -Y15- PT Sta. 19+23.70 -Y15- PC Sta. 14+18.61 -L- PT Sta. 187+10.33 -L- PRC Sta. 185+83.86 -L- PRC Sta. 184+80.64 -Y15- PRC Sta. 18+49.83 -DRIVE2- POT Sta. 10+00.00 = -Y15- Sta. 17+64.53 -L- PC Sta. 181+91.79 -L- PC Sta. 194+53.21 -L- PRC Sta. 196+22.53 -LRPC- PC Sta. 22+41.01 -LRPC- ST Sta. 18+65.73 -LRPC- CS Sta. 16+09.73 -LLPC- SC Sta. 12+00.00 -LLPC- ST Sta. 10+00.00 = -CD1- Sta. 32+05.59, 12' LT -LLPC- PCC Sta. 17+27.24 -LLPC- PT Sta. 17+70.77 -LLPC- POT Sta. 17+76.19 = -RAB6- Sta. 11+80.04 -LLPD- SC Sta. 12+00.00 -LLPD- PT Sta. 17+63.23 = -RAB7- Sta. 11+36.69 -LLPD- PCC Sta. 16+52.56 -RAB7- Sta. 11+98.86 -L- Sta. 195+72.57 = -RAB7- Sta. 10+00.00 = -RAB7- Sta. 15+34.07 -LRPC- 20 -LRPD- PRC Sta. 22+66.15 -LRPD- PT Sta. 23+27.88 = -LRPD- ST Sta. 20+42.39 -LRPD- CS Sta. 17+86.39 -LR[D- SC Sta. 15+02.2315 Sta. 198+02.71 -L- PT -LRPD- PT Sta. 23+22.71 -L2NB- POT Sta. 43+02.34 -L- POT Sta. 191+33.84 = -LRPD- PC Sta. 21+65.38= -LRPDSPUR- POT Sta. 10+00.00 -LRPDSPUR- PC Sta. 10+52.06 -LRPDSPUR- PT Sta. 11+54.06 PT Sta. 12+02.24 -LRPDSPUR- PC Sta. 11+87.45 -LRPDSPUR- 15" RCP-IV 15" RCP-IV CRCRCRCRCRCRC R CRCR CR CRCRCRCR C R CRCR CR CR CR CR CR CRCR CRCRCRC R CR CR-L--RAB6- -Y15- -LRPC- -RAB7- -LLPD- -LLPC- -LRPD- PI Sta 27+19.60 D L = 387.36' T = 193.69' R = 13,000.00' -CD1- DS = 30 MPH SE = 8% SE = 4%SE = SEE PLANS SE = NC DS = 60 MPHDS = 30 MPH SE = 8% DS = 50 MPH SE = 8%SE = 4%SE = NC SE = 4% -L--LRPD--CD2--L2NB--L2SB--CD1--LLPC- -LLPD--CD1--L2SB--L2NB--CD2-- Y15- -RAB6- -RAB7- PIs Sta 14+17.15 F Ls = 256.00' LT = 170.92' ST = 85.56' PI Sta 16+45.99 D L = 284.16' T = 143.76' R = 760.00' PIs Sta 18+71.95 F Ls = 256.00' LT = 170.92' ST = 85.56' PI Sta 16+46.80 D L = 431.22' T = 228.20' R = 533.00' PI Sta 18+87.53 D L = 73.87' T = 37.70' R = 150.00' PI Sta 22+63.70 D L = 45.01' T = 22.69' R = 146.00' PIs Sta 11+34.88 F Ls = 200.00' LT = 134.88' ST = 68.07' PI Sta 15+76.96 D L = 452.56' T = 376.96' R = 215.00' PI Sta 17+14.33 D L = 110.67' T = 61.77' R = 100.00' PIs Sta 11+34.75 F Ls = 200.00' LT = 134.75' ST = 67.96' PI Sta 17+38.93 D L = 527.24' T = 538.92' R = 224.00' PI Sta 17+49.49 D L = 43.52' T = 22.23' R = 86.00' D L = 353.73' T = 178.73' R = 1,000.00' PI Sta 14+34.73 D D D R = 300.00' D D R = 300.00' SE = 04 DS = 50 MPH SE = NC SE = NC SE = NC SE = NC PI Sta 175+26.64 L = 467.17' T = 235.49' R = 1,500.00' PI Sta 183+36.24 L = 288.86' T = 144.45' PI Sta 185+32.77 L = 103.22' T = 52.12' PI Sta 186+48.03 L = 126.47' T = 64.17' R = 303.00' R = 7,250.00' PI Sta 195+40.19 L = 169.33' T = 86.99' R = 300.00' PI Sta 197+15.43 L = 180.17' T = 92.90' D D SE = NC PI Sta 167+65.58 L = 603.18' T = 301.76' R = 7,220.00' -DRIVE2- PI Sta 11+10.10 D L = 115.60' T = 58.85' R = 250.00' DS = 50 MPH DS = 50 MPH SE = NC -L- PIs Sta 16+95.20 F Ls = 256.00' LT = 170.81' ST = 85.47' DS = 30 MPH PI Sta 15+03.27 D L = 178.02' T = 147.22' R = 85.00' PI Sta 13+25.25 D L = 178.02' T = 147.22' R = 85.00' PI Sta 11+47.22 D L = 178.02' T = 147.22' R = 85.00' PI Sta 11+47.22 D L = 178.02' T = 147.22' R = 85.00' PI Sta 15+03.27 D L = 178.02' T = 147.22' R = 85.00' PI Sta 13+25.25 D L = 178.02' T = 147.22' R = 85.00' PI Sta 22+31.56 D L = 125.50' T = 66.18' R = 160.00' PI Sta 23+05.77 D L = 29.50' T = 14.88' R = 90.00' DS = 30 MPH PI Sta 11+04.20 PI Sta 11+94.88 SE = SEE PLANS SE = SEE PLANS -LRPDSPUR- F F F F FFF F F F F F F F F C F F F F F F F F C C F C F F F F F C F C C C F F F F F C C C C C C C C C C C C C C C F F C CC C C F C C C C C C F FC F F C C C C C C C C C C C F F F F C C C C C F F C C C C F C F F C F F CF C C F F C F F F F F C C C C C F C WJ SD S F S F WB NAD 83/ 201140'RLOCATION: DESIGNED BY: CHECKED BY: COUNTY:TIP NO.: DATE: PLANS 02550 50 100 GRAPHIC SCALE6/2/99PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh16.dgnUSER:SWEATHERDATE:8/14/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:2:31:33 PMTIME:NCDOT_pshpfl.tbl HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 SEE SHEET 22 STA. 16+00.00, MATCHLINE -LRPC- SEE SHEET 22STA. 25+00.00,MATCHLINE -CD1- SEE SHEET 22STA. 30+00.00,MATCHLINE -CD2- SEE SHEET 22 STA. 15+00 .00 , MATCHLINE -LRPD- SEE SHEET 23STA. 39+00.00,MATCHLINE -CD1- SEE SHEET 23STA. 44+00.00,MATCHLINE -CD2- SUNSET AVENUE ADT2019 2040 SUNSET AVE. SR 1770 SUNSET AVE. SR 1770 AT BANNER WAY 144 300 567 800 711 1100 BANNER WAY15611 23000 17511 23500 SUNSET AVENUE ADT2019 2040 SUNSET AVE. SR 1770 SUNSET AVE. SR 1770 4600 4600 1900 2800 2490024000 16500 40600 58800 16300 54300 AT I-95 I-95I-9539600 0 0 0 0 *16 MATCHLINE -L- STA. 169+00 SEE SHEET 15SEE SHEET 17MATCHLINE -L- STA. 199+00,SEE SHEET 50 FOR -DRIVE2- PROFILE SEE SHEET 49 FOR -Y15- PROFILE SEE SHEET 45 FOR -RAB7- PROFILE SEE SHEET 45 FOR -RAB6- PROFILE SEE SHEET 43 FOR -LRPD- PROFILE SEE SHEET 43 FOR -LLPD- PROFILE SEE SHEET 42 FOR -LRPC- PROFILE SEE SHEET 42 FOR -LLPC- PROFILE SEE SHEET 40 & 41 FOR -CD2- PROFILE SEE SHEET 38 & 39 FOR -CD1- PROFILE SEE SHEET 34 & 35 FOR -L- PROFILE*SKEW = 95°43'12" PI Sta 11+04.20 D L = 102.00' T = 52.14' R = 200.00' PI Sta 11+94.88 D L = 14.79' T = 7.43' R = 65.00' SE = SEE PLANS SE = SEE PLANS -LRPDSPUR- HTR HTR GRBSTWD GR30" C&G 30" C&G30" C&G 30" C&G 30" C&G 30" C&G 30" C&G 30" C&G 30" C&G 30" C & G 48" CONC CONC BRIDGE CONC48" CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC BSTBST VARI ESBEN LAYTON CI RCLE30" C&G 23' BST 23' BST 24' BST 38' BST BST 24' 25' BST 10' BST S GATE 3-SBW 72" CHL CONC BLK BUS S BILLBOARD MTL GR BST HTR HTR HTR DECK S HOUSE PUMP GARAGE 1SFD 1SFD 16' GR GR GR GR 1SFD 54" CONC WALK 30" C&G 54" CONC WALK S BST BK BUS S CONC CONC BEN LAYTON CIRCLE 18' PAVED ROADWAYGR 10' WOODS CONC 60" CHL BLK BUS 60" CHL CONC WOODS GR 11'10' GR 1SBKD 1SBKD GR GR 48" WW S MTL MTL BUS 60" CHL 48" WW GR TIMBERSLANDSCAPE6" CONC MTL BUS MTL BUS CONC BST BST S 60" CHL CONC CONC 1SBKD GR 48" BK WALL S CONC BILLBOARDMTL BST CONC BK BUS BST 72" CHL CHL72" GATE 24" C&G 24" C&G 24" C&G 24" C&G CONC 24" C&G 24" C&G 24" C&G72" CHL BST BST BST CONC CONC MTL BUS MTL BUS B B GATECHL72"CHL72" 72" CHL BANNER WAY 1 9' PAVED ROADWAYGRGR GRBST72" CHL 3-SB W96" CHL 3-SBW96" CHL 3-SBWCONC15" RCP40' BSTGATERIP RAPRIP RAPRIP RAPBSTBSTBST34' BSTWOODS72" CHLMTL BUSS WD/WALKWAY CONC CONC CONC CONC CONC CONC CONC CONC CONC DECK CONC BST48" CHL GATE ARBOR OFFICEHTR DECK1SFDS15" RCP15" RCPHTRWOODS 48" CHL 48" WW 1-SBW24" RCP W/FES48" CHL 48" CHL CALEB CT 15' GR BUNCH CIRCLE 15' GR20' BST15" RCPDECKHTRDECKHTR15" RCPSSHTRHTRHTRHTRHTRGR15' BSTDECKWOODSWOODSRAPRIPRAPRIP72" CHLCONCSHELTERMTL CANOPYBILLBOARDSCONC48" ROPE CALEB CT 15' GR 24" GUTTER24" GUTTERCONCDECKWOODS SR 1770 SUNSET AVE 25' PAVED ROADWAY SR 1770 SUNSET AVE 25' PAVED ROADWAY 3' PAVED SHOULDER 3' PAVED SHOULDER 3' PAVED SHOULDER 3' PAVED SHOULDER GR12'RAMPWDDECKCONCDECKDECKDECKDECKDECKHTRHTRHTRCONC18'CONC18'CONC26'HEDGE ROWE. TOWER LANE 20' PAVED ROADWAY24" GUTTERRAINBOW LANE 18' PAVED ROADWAYHTRHTRCONCCONCCONCFALLOWWOODSWOODSWOODSWOODSWOODSWOODSWOODSBILLBOARDMTL S S WOODS CHL 48" GR GR 3 2' CONCGR 48" WW 1-SBW48" WW 1-SBW48" WW 1-SBW 48" WW 1-SBW 48" WW 1-SBW24" C&G 24" C&G A/G TANK 48" WW 1-SBW48" WW 1-SBW METERPWRMETERPWRMETERPWRMETERPWR3 0' ACCESS EAS EMENT3 0' ACCESS EASEMENT5' DRAINAGE AND UTILITY EASEMENT 5' DRAINAGE AND UTILITY EASEMENT 5' DRAINAGE AND UTILITY EASEMENT 20' SANITARY SEWER EASEMENT 5' DRAINAGE AND UTILITY EASEMENT 20' SANITARY SEWER EASEMENT 20' SANITARY SEWER EASEMENT 20' SANITARY SEWER EASEMENT 5' DRAINAGE AND UTILITY EASEMENT PDE PDEPDEPDEPDE R/W MONR/W MONR/W MONR/W MONR/W MONEXISTING R/WEXISTING R/WEIPS 86°46'45" W 358.31' 0.19' R/W TO EIP S 07°06'24" E 10 4 3.12' EIP EIP EIP EIP EXISTING R/W EXISTING R/W 60.00'S 18°02'26" W201.20'S 18°02'26" W167.34' S 65°02'34" E 104.49' S 64°08'56" E 90.75' S 13°49'03" W 55.36' S 11°5 7'23" E 4 2.7 8' S 53 °20'10 " E28 .70' S 67°52'58" E 243.78'S 73°46'46" E 26.20' EIPN 24°51'42" E299.69'N 24°51'42" E299.68'S 65°08'18" E 142.50' S 65°04'18" E 71.07' S 65°01'18" E 122.91' S 74°09'18" E 83.64' S 74°09'28" E 122.50' S 74°09'18" E 122.64'N 14°12'36" E312.32'N 20°32'42" E309.26'1.25' EIP TO R/WN 07°06'17" E301.65'EIP EIPS 25°57'54" W115.51'EIP N 71°39'07" W 130.15'S 0 4 ° 3 7' 2 2 " W2 1 0 . 0 0 'N 0 4 ° 3 8 ' 2 7 " E2 0 9. 6 0' 0. 1 4' R/W TO EI PEIP EXISTING R/W EXISTING R/W 60.00'R/WE XISTIN G S 76°02'38" E 105.00' S 84°19'45" E 181.00'S 0 4 ° 4 5' 1 5 " W1 9 1 . 4 1' 1.0 7' R/W T O EIP N 89°15'15" E 105.22' N 82°39'45" W 19.06'S 0 3 ° 1 4' 1 3 " W2 2 2. 7 0'S 06° 2 5 ' 1 5 " W118 .03' R/W MON EIP EXISTING R/W EXISTING R/W EXISTING R/W EXI STI NG R/WS 85°23'18" E457.50'S 02°29'15" W164.66'EIP EIP EIPEIPEIPEIPEXISTING R/WEXISTING R/WEXI STI NG R/WEXI STI NG R/WEI P0.02' R/W TO EIP EIPEIP0.06' EIP TO R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/W VARIESVARIESS 71°48'21" E 616.92' 150' CP&L EASEMENT 150' CP&L EASEMENT150' CP&L EASEMENT150' CP&L EASEMENT150' CP&L EASEMENTCIT Y O F R O C K Y MO U N T LI MIT S ;;; ; ;; ; ; ;;;;20' UTILITY EASEMENT 20' UTILITY EASEMENT 20' UTILITY EASEMENT 20' UTILITY EASEMENT 20' UTILITY EASEMENT BST 22' GR GR 24' BST GATE 12' GR18' GR18' GR15' GRCHL48" 72" WD FENCEGR20' BST40' BST40' 72" CHL24" C&GGRGRFALLOW15" RCP5 6 7 89 10 11 12 13 14 15 16 17 18 19 20 22 23 24 25 26 27 28 29 30 31 32 3334 35 36373839 40 41 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126127 128 132 133 134 135 136 137 138 139 140 141 142143 144 162 163 164 165 240 241 242 244 245 246 247 248 21 W/LTW/LT W/LT 129 4W/LTW/LT W/LT 8" PVC4 " PVC (SERVI CE)4" PVC (SERVICE)8" PVC 8" PVC8" PVC8" PVC8" PVC 12" PVC12" DIP 12" DIP12" VCP12" DIP 12" VCP 12" VCP12" VCP4" PVC (SERVICE)10" VCP12" RCP4" PVC (SERVICE) 10" VCP 8" VCP 4" PVC (SERVI CE)12" RCP 12" RCP 12" RCP 8" PVC8" PVC 8" PVC DI 15" RCP 15" RCP18" RCPCB 18" RCP CB CB 24" RCPCB 24" RCP CB 24" RCP 15" RCPCB 24" RCP DI 1 5 " RCP CB 30" RCP 24" RCP CB 15" RCPDI15" RCP DI CB 30" RCP CB 30" RCP 15" R CP CB 15" RCP 15" RCP CB CB 15" RCP CB 54" RCP24" RCP24" HDPE DI12" HDPE24" RCP18" RCPRISERTOP=184.17' DI 15" HDPE15" HDPE DI 24" HDPE DI DI 12" HDPE12" HDPECURB INLET 24" RCP CURB INLET CURB INLET CURB INLET CURB INLET 8" C MP 8" C MP 8" C MP 8" C MPDI36" RCPFES36" RCP DI36" RCP DI36" RCP FES24" RCP24" RCP FESFESFESFESFESFES18" CMP15" RCP18" RCP8" PVC 10" VCP 15" R CP FESBL-106BL-107BY1-207 BY1-208 BY1-209 BY1-210 BY1-211 BY1-212BY4-401BY4-402LT LT LT LT LT LT LT LT LTLTLTLTT T TT T C T C HH SSTT T T T TTT HH HH HHT PER RECORDS REPEATER ABANDONED CABLE FEEDING HH HH 6" PLASTIC 6" PLASTIC 6" PLASTIC 6" PLASTIC 6" PLASTI C6" PLASTIC2" PLASTIC6" PLASTIC 6" PLASTIC 6" PLASTIC 6" PLASTIC CT T HH 6" DI 6" DI 6" DI 6" DI 24" DI 6" DI 24" DI 8" UNKNOWN 8" UNKNOWN 6" DI 24" DI 4" PVC 4" PVC 4" PVC PVC6" 6" PVCDUCT BANK DUCT BANK DUCT BANK DUCT BANK DUCT BANK DUCT BANK2" PLASTIC2" PLASTIC 6" DI 6" DI 6" DI 8" DI6" DI6" DI 8" DI 24" DI 24" DI 8" PVC48" ROPE48" CHLR/WE XIS TI N G R/WEXISTING 48" CHL48" CHLSR 1770 SUNSET AVE 36' PAVED ROADWAY 0.03' EIP TO R/WEXISTING R/W 5' DRAINAGE AND UTILITY EASEMENT R/WEXISTING S 0 3°2 4'0 7 " E 2 0 7.6 4' 60" MTL WW 48" 30" C&G 15" HDPE 60.00'SR 1770 SUNSET AVE 36' PAVED ROADWAY 72" CHL 30" C&G 8" PVC 60.00' BST20' PAVED ROADWAY VARI ABLESR 1667 FREI GHT ROAD72" CHLBILLBOARDMTL R/WEXISTING 60.00' S 71°48'44" E 664.94' 12" RCP MONR/W N 82°48'49" W 242.96'12' PAVED SHOULDER24' CONC ROADWAY4' PAVED SHOULDER4' PAVED SHOULDER24' CONC ROADWAY12' PAVED SHOULDERCABLEMTL MTL MTLMTLMTLMTLMTL MTLCABLE S S S S CONC CONC CONC CONC CONC HWCONC HW4' WW4' WW4' WW4' WW1 5' UTI LI TY EASEMENT20' UTILITY EASEMENT 20' UTILITY EASEMENT 20' SANITARY SEWER EASEMENTEA SEMENT20' UTILITY I-95 SBLI-95 NBLUNKNOWN EASEMENTUNKNOWN EASEMENT UNKNOWN EASEMENTUNKNOWN EASEMENT UNKNOWN EASEMENTEASEMENTUNKNOWN EI PS 0 2 ° 2 9' 1 5 " W2 7 7. 3 4'N 81°54'15" E85.55'BY1 2 - 2 3 6 BY1 2 - 2 3 7TT EOI25 PR 10 0 P R8 " DB 1206 PG 762 ANGELYN EZZELL DB 2558 PG 278 MB 37 PG 208 DB 2495 PG 45 MB 11 PG 230 TRESSELL HOMES, LLC DB 2100 PG 931 JLR REAL ESTATE, LLC DB 2751 PG 285 DB 2558 PG 278 DB 2417 PG 201 DB 1588 PG 949 DB 2568 PG 829 JONATHAN KURIEN DB 2569 PG 368 HICKORY PROPERTY, INC.DB 1222 PG 517 DB 1427 PG 240 MB 22 PG 33 JEFFREY SYKES, ET UX DB 2331 PG 792 MB 20 PG 216 MCKENNY DIXON, JR. MB 29 PG 49 DB 1396 PG 540 MB 20 PG 308 MB 26 PG 278 JOHN A. DEW DB 2257 PG 265 MB 15 PG 378 DORNGOOD PROPERTIES, LLC MB 11 PG 230 MB 11 PG 230 MB 11 PG 230 CONTRACTORS, LLC WILLIAMS GENERAL PROPERTIES, LLC MOMEYER CONTRACTORS, LLC WILLIAMS GENERAL PARTNERSHIP MICHEL REAL ESTATE JLR REAL ESTATE, LLC DB 2100 PG 931 BARBARA ANN RICHARDSON CONTRACTORS, LLC WILLIAMS GENERAL PARTNERSHIP MICHEL REAL ESTATE DB 1222 PG 517 MB 11 PG 230 WILLIAMS GENERAL CONTRACTORS, LLC DB 2558 PG 278 DB 2651 PG 696 3MR LIMITED PARTNERSHIP BKT ENTERPRISES, L.P. DB 1559 PG 119 DB 1884 PG 364 FHO PARTNERS, LLC RAY MILES SYKES, ET UX DB 1427 PG 244 MB 25 PG 11 DB 1846 PG 112 HARPER, JR. CLIFTON PRICE MB 15 PG 378 DB 2593 PG 337 WILLIAM JEFFREY SYKES, ET UX DI DI CB CB CB CB CB CB CB CB CB CB CB 15" RCP-IV CB CB CB CB CB CB CB CB EST 21 SY GF EST 8 TONS CLASS B RIP RAP EST 10 SY GF EST 3 TONS CLASS B RIP RAP CB EST 10 SY GF EST 3 TONS CLASS B RIP RAP EST 14 SY GF EST 5 TONS CLASS B RIP RAP18" RCP-IV15" RCP-IV 15" RCP-IV FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT CB CB HW 15" RCP-IV CB DI DI 1 5 " RCP-I V 15" RCP-IV 18" RCP-IV 18" RCP-IV 24" RCP-IV 24" RCP-IV 24" RCP-IV 30" RCP-IV 30" RCP-IV CB CB 1601 1602 1603 1604 160716381606 1608 1609 1610 1611 1612 1613 1614 16151630 1617 1619 1621 1622 1623 1624 1626 1628 1631 1632 1633 1635 1636 1641 1642 1643 1644 1647 1648 1649 1651 1650 1653 1654 1655 1657 1665 1670 1671 1672 1673 1674 1675 1676 1677 1678 1679 1681 1682 1684 1686 1686 1687 CB CB HW 1660 TRENCHLESS INSTALLATION 60" WELDED STEEL 1661 1662 1664 EST 75 SY GF EST 40 TONS EST 73 SY CLASS I RIP RAP CB CB 15" RCP-IV 15" RCP-IV 15" RCP-IV REMOVE EST 62 SY GF EST 33 TONS EST 60 SY CLASS I RIP RAP 54" RCP-IV RCP-IV 15" EST. 8 TONS CLASS 'B' RIP RAP 21 SY GEO-TEXTILE 15" RCP-IV 15" RCP-IV CB 18" RCP-IV 18" RCP-I V 18" RCP-IV 15" RCP-IV 15" RCP-IV CB CB CB 15" RCP-IV 15" RCP-IV 15" RCP-IV CB CB DI DI DIDI CB 1645 1639 1640 30" RCP-IV 18" RCP-IVDETAIL 16-10 SEE SHEET 2D-1 STANDARD 'V' DITCH 24" RCP-V18" RCP-IV (BURIED 1.0') 60" RCP-IV (BURIED 1.0') 60" RCP-IV EST 10 SY GF EST 3 TONS CLASS B RIP RAP RCP-IV 15" 1688CB DI1629 15" RCP-IV 24" RCP-IV DI 1627 DI 1656 DI DI 1690 1689 1646 1618 1616 DI DI DI 1691 15" RCP-IV R CP-IV 15" DI DI1605 1620 15" RCP-IV 15" RCP-IV 1663 30" RCP-IV 15" RCP-IV 30" RCP-IV 30" RCP-IV 18" R C P-I V 15" RCP-IV DETAIL 16-1 SEE SHEET 2D-1 CHANNEL RELOCATION DETAIL 16-2 SEE SHEET 2D-1 CHANNEL RELOCATION DETAIL 16-4 SEE SHEET 2D-1 BERM V DITCH DETAIL 16-5 SEE SHEET 2D-1 SPECIAL CUT DITCH DETAIL 16-7 SEE SHEET 2D-1 STANDARD BASE DITCH DETAIL 16-5 SEE SHEET 2D-1 SPECIAL CUT DITCH DETAIL 16-8 SEE SHEET 2D-1 W/ CLASS B RIP RAP SPECIAL CUT DITCH DETAIL 16-9 SEE SHEET 2D-1 SPECIAL CUT BASE DITCH EST 54 SY GF EST 36 TONS CLASS I RIP RAP BANK STABILIZATION 30" RCP-IV 1685 CB CB CB DI 1683 CB 2GI-A 2GI-A 2GI-A 30" RCP-IV1691 JB w/MH 1625 1694 1693 EST 5 SY GF EST 1 TONS CLASS B RIP RAP BDO 1658 15" RCP-IV GRADE TO DRAIN GRADE TO DRAIN RCP-IV 15" RCP-IV 15" W/ELBOWS15" CSP 15" RCP-IV RCP-IV 18" RCP-IV 15" w/MH JB EST 7 SY GF EST 2 TONS CLASS B RIP RAP 18" RCP-IV 54" RCP-IV GRADE TO DRAIN W/ELBOWS 15" CSP @ 5' SPACING = 86 SLOTS 12" W x 4" H BARRIER SLOT FLOWABLE FILLFILL WITH 2GI 1634 RCP-IV 15" 2GI1652 RCP-IV 15" +81.6 BEG. SBG +10.8 END SBG EST 10 SY GF EST 4 TONS EST 9 SY CLASS I RIP RAP 15" CSP w/ELBOWSw/ELBOWS15" CSP 15" RCP-IV 15" R C P-I V 15" RCP-IVDETAIL 16-6 SEE SHEET 2D-1 SPECIAL CUT DITCH DETAIL 16-6 SEE SHEET 2D-1 SPECIAL CUT DITCH EST 7 SY GF EST 2 TONS CLASS B RIP RAP DETAIL 16-5 SEE SHEET 2D-1 SPECIAL CUT DITCH DETAIL 16-8 SEE SHEET 2D-1 W/ CLASS B RIP RAP SPECIAL CUT DITCH EST 7 SY GF EST 2 TONS CLASS B RIP RAP W/ E L BOWS 1 8 " CS P CB 1692 DETAIL 16-11 SEE SHEET 2D-1 TOE PROTECTION 53 54 59 58 57 56 55 60 61 53 141 142 143 144 145 146 147 70 151 51 53 140 C H O R D C HOR D040203 02 02 01 01 00 0250403025 01000102025030402502502502502502020303040401010008 0 8 0 7 06 05 04 03 025 08 07 06 05 04 03 025 0808 07 06 05 04 03025 025 03 04 05 06 07 0803 04 03 02 01 EX EX EXEX0 2 0201 04 0 1 0002 01 0 2 0 1 00025 03 04 050 6 07080250250 2 5 0 2 5 0250250807060504 03 02 01102025025 025 025 025 0 2 0200 00 01 0203 010203 04 04 03 0001 010403 020304 04 0302010001 02 12'12'12'12'12'16'4' 10' 12'16'4'4' 12'16'4' 12'12' 2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G (TYP) 49' (TYP) (T YP)(TYP)32'(TYP) (TYP)26 '1'-6" C&G 1'-6" C&G 100' TAPER 450' STORAGE 550' STORAGE -Y15- STA. 14+18.61 BEGIN CONSTRUCTION -L- STA. 189+42.39 BEGIN BRIDGE -L- STA. 189+17.44 APPROACH SLAB BEGIN -L- STA. 192+40.88 END BRIDGE -L- STA. 192+66.00 END APPROACH SLAB 2 0 0'R300'RT YP. TYPE III TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77B-77TYPE4 '16'10'300' TAPER6'8:130'R15'R C D R 700' R 90'15'15'15'15'15' 15 '12'12'12'12'1'-6" C&G1'-6" C&G27'R27'R27'R12' R 350' R 120'4'13'13'17' MIN. 16'4' 16'4'4'16'4'10' 17'4'1 3 '13'90'R R 90 '13'R 3000' 10'R 12'12'12'12'12'12'12'12'12'12'12'12'12'12'12'12'12'12' 1 2'12' 12'+53R 90'12'12'12'12'12'12' MIN. 2 4' 12' 10' 4' 4' 16' 12' 10' 12'25'10'14'14'10' 4'4'12' 3 2' 4' 16' 12' 4' 4'16'12'6'6' 4' 12' 23'10' 23'10' 22'-3"22'9'-5" 23' 4' 4' 10'-8"23'22'-4"22' 12'12' 4' R 90' 6'4'13'13'16'14'14'16'10'12'12'12'12'12'12'12'12'10'15'15'4' 1 0'16'4' -DRIVE2- STA. 11+86.03 END CONSTRUCTION R10'R10'10'R 10'R R27'R10' 12'12'21'TYP. 12' 12' 12'12' 12'R 100'R 30 0'R 300'R50'R40' 25'R40'RR 200' R 200' R 300' R 300'R 300'R 110'12'6'12'75' TAPER 75' TAPER 12'12'12'6'12'10'10'R 300' R 300' R 90' R 90' R 120' R 300' R 300'8'4'8' 4' 8' 4'16'4'16'8' 4 '12' R 125' 4' 10'16' 1'-6" C&G2'-6" C&G6'5.5'5.5'8.6'B-77TYPE6' 7'8:18:18:18:18:18:18:18:18:18:18:18:116' 4' +67 +01.87+49.52+23.64+71.84+43.64+19.45+13.67+80.90+32.70+92.84+17.80+69.81+51.44+19.53+68.70+92.99+07.4849'+02.63END 2'-6" C&G +17.08, BEGIN 2'-6" C&G +51.31,+91.63+79.00+01.12+64.51+06.34+54.34+49.1712'+49.92+99.0812'+10.0735'R BEGIN 1'-6" C&G +49.17,35.5'+8 6. 6 0 12'+ 6 5.8 5 12'+80.63 120'R17'MIN. 14'MIN.150'RR 140 '+92.53+01.71C&G END 1'-6" +90.41, 50'R +80.35 +72.49 +67.98 +18.00 +11.06 END 2'-9" C&G -Y15- +31.88, BEGIN 2'-6" C&G +65.23, 1 1 0'R+69.12END 2'-6" C&G -LRPC- +88.10, +23.54+11.44 +27.84 +13.43+16.84+89.92 BEGIN 2'-6" C&G -LLPC- +25.97, BEGIN RETAINING WALL -LLPC- +10.07 BEGIN BARRIER +03.04 +58.35 +14.80 +79.53 +64.80 +07.49GREU TL-3+28.75+19.55R 65'R 65' 2 9 4'R +85.2 7 + 1 3.9 61 2'+ 9 3.54 +38.88TYPE III +81.60 BEGIN BARRIER +10.81 END BARRIER +10.81+86.13+85.816'+46.92+77.07GREU TL-3 +98.41+12.93+23.0717' MIN.14'MIN.4'13'120'R+30.14+53.501'-6" C&G BEGIN +45.41, END RETAINING WALL -CD1- +58.96 END BARRIER +15.18 +56.14 +64.16 +62.43 +51.70 +34.23-CD1- +76.45GREU TL-3+35.59 +30.93 +42.75 -L2SB- +18.39IA-MASH, TL-3-L2NB- +24.68IA-MASH, TL-3+86.23 +23.73 +07.90 WALL END RETAIN. END BARRIER -CD2- +07.90 +29.40 +50.90 +06.13 +77.40 4' +71.18 4'-L2NB- +76.61IA-MASH, TL-3+46.87 +38.86+40.58 +51.31 +10.35 +47.37 + 33.78+85.85 END 2'-6" C&G +56.55, GREU TL-3,+16.55 +62.97 +75.00 +00.85 +22.05 +46.39 R25 'BEGIN RETAINING WALL -LLPD- +28.77 BEGIN BARRIER END 2'-6" C&G +56.81, BEGIN 2'-6" C&G +85.14, 2'-6" C&G 2'-6" C&G 2'-6" C&G END 2'-6" C&G +17.00, BEGIN 2'-6" C&G +43.69, 11'11' 100'R R 90'R 90'R 140'2' 2'END 2'-6" C&G +00.96, BEGIN 2'-9" C&G +12.52, C&G 2'- 9" BEGIN 2'-6" C&G +59.25, END 2'-9" C&G +49.25,2'C&G 2'-9"BEGIN 2'-9" C&G +92.53, END 2'-6" C&G +82.53, 2'-6" C&G -CD2- +67.15IA-MASH, TL-3+09.71 R150'R90' R104' 65'R 1'-6" C&G15'+09.0415'ISLANDMONO.+18 .14 215'R200'RR 65'15 '+27 .88 2'-9" C&G 22'+ 27.99(TYP)22'(TYP)+61.88 40'R 30'R 18'R 18'R30' R END 2'-6" C&G, BEGIN 2'-9" C&G -LRPD- +18.77, BEGIN 2'-6" C&G END 2'-9" C&G +29.68, BEGIN 2'-6" C&G -LRPD- +99.20,125'R125'R100'R R 500' 4' +10.33 BEGIN CL FENCE +95.06 END CL FENCE 20'20' 28'28' 31'-2" 28' 38' 35' +49.7732'24'-4" 20'30'-5" R8'8'R 28' 28'R10'25303530354040454045-RAB6- POC Sta. 12+71.33 -L- POC Sta. 185+35.93 = -RAB6- P0C Sta. 11+09.84 -LRPC PT Sta. 22+86.02 = -CD1- PT Sta. 29+13.26 -CD1- PC Sta. 25+25.90 -CD1- POT Sta. 32+47.77 -L- POT Sta. 189+80.08 = -L2SB- POT Sta. 42+95.65 -L- POT Sta. 190+49.42 = -CD2- POT Sta. 37+91.78 -L- POT Sta. 192+03.19 = -RAB6- POC Sta. 14+07.73 -Y15- POT Sta. 19+41.79 = -RAB7- PC Sta. 12+80.52 -L- POC Sta. 197+43.15 = 3025 15 -RAB6- PT Sta. 15+34.07 -RAB6- PC Sta. 10+00.00 = -L- POT Sta. 183+65.77 = 12.00' RT. -CD2- POT Sta. 38+04.00, -LLPD- ST Sta. 10+00.00 =170175180185190195POT Sta. 10+00.00 15 20 1 5 15-L- PT Sta. 170+66.99 -L- PC Sta. 172+91.15 -L- PT Sta. 177+58.32 -DRIVE2- POT Sta. 12+50.56 -DRIVE2- PT Sta. 11+66.85 -DRIVE2- PC Sta. 10+51.25 -Y15- PT Sta. 19+23.70 -Y15- PC Sta. 14+18.61 -L- PT Sta. 187+10.33 -L- PRC Sta. 185+83.86 -L- PRC Sta. 184+80.64 -Y15- PRC Sta. 18+49.83 -DRIVE2- POT Sta. 10+00.00 = -Y15- Sta. 17+64.53 -L- PC Sta. 181+91.79 -L- PC Sta. 194+53.21 -L- PRC Sta. 196+22.53 -LRPC- PC Sta. 22+41.01 -LRPC- ST Sta. 18+65.73 -LRPC- CS Sta. 16+09.73 -LLPC- SC Sta. 12+00.00 -LLPC- ST Sta. 10+00.00 = -CD1- Sta. 32+05.59, 12' LT -LLPC- PCC Sta. 17+27.24 -LLPC- PT Sta. 17+70.77 -LLPC- POT Sta. 17+76.19 = -RAB6- Sta. 11+80.04 -LLPD- SC Sta. 12+00.00 -LLPD- PT Sta. 17+63.23 = -RAB7- Sta. 11+36.69 -LLPD- PCC Sta. 16+52.56 -RAB7- Sta. 11+98.86 -L- Sta. 195+72.57 = -RAB7- Sta. 10+00.00 = -RAB7- Sta. 15+34.07 -LRPC- 20 -LRPD- PRC Sta. 22+66.15 -LRPD- PT Sta. 23+27.88 = -LRPD- ST Sta. 20+42.39 -LRPD- CS Sta. 17+86.39 -LR[D- SC Sta. 15+02.2315 Sta. 198+02.71 -L- PT -LRPD- PT Sta. 23+22.71 -L2NB- POT Sta. 43+02.34 -L- POT Sta. 191+33.84 = -LRPD- PC Sta. 21+65.38= -LRPDSPUR- POT Sta. 10+00.00 -LRPDSPUR- PC Sta. 10+52.06 -LRPDSPUR- PT Sta. 11+54.06 PT Sta. 12+02.24 -LRPDSPUR- PC Sta. 11+87.45 -LRPDSPUR- 15" RCP-IV 15" RCP-IV CRCRCRCRCRCRC R CRCR CR CRCRCRCR C R CRCR CR CR CR CR CR CRCR CRCRCRCR CR CR-L--RAB6- -Y15- -LRPC- -RAB7- -LLPD- -LLPC- -LRPD- PI Sta 27+19.60 D L = 387.36' T = 193.69' R = 13,000.00' -CD1- DS = 30 MPH SE = 8% SE = 4%SE = SEE PLANS SE = NC DS = 60 MPHDS = 30 MPH SE = 8% DS = 50 MPH SE = 8%SE = 4%SE = NC SE = 4% -L--LRPD--CD2--L2NB--L2SB--CD1--LLPC- -LLPD--CD1--L2SB--L2NB--CD2-- Y15- -RAB6- -RAB7- PIs Sta 14+17.15 F Ls = 256.00' LT = 170.92' ST = 85.56' PI Sta 16+45.99 D L = 284.16' T = 143.76' R = 760.00' PIs Sta 18+71.95 F Ls = 256.00' LT = 170.92' ST = 85.56' PI Sta 16+46.80 D L = 431.22' T = 228.20' R = 533.00' PI Sta 18+87.53 D L = 73.87' T = 37.70' R = 150.00' PI Sta 22+63.70 D L = 45.01' T = 22.69' R = 146.00' PIs Sta 11+34.88 F Ls = 200.00' LT = 134.88' ST = 68.07' PI Sta 15+76.96 D L = 452.56' T = 376.96' R = 215.00' PI Sta 17+14.33 D L = 110.67' T = 61.77' R = 100.00' PIs Sta 11+34.75 F Ls = 200.00' LT = 134.75' ST = 67.96' PI Sta 17+38.93 D L = 527.24' T = 538.92' R = 224.00' PI Sta 17+49.49 D L = 43.52' T = 22.23' R = 86.00' D L = 353.73' T = 178.73' R = 1,000.00' PI Sta 14+34.73 D D D R = 300.00' D D R = 300.00' SE = 04 DS = 50 MPH SE = NC SE = NC SE = NC SE = NC PI Sta 175+26.64 L = 467.17' T = 235.49' R = 1,500.00' PI Sta 183+36.24 L = 288.86' T = 144.45' PI Sta 185+32.77 L = 103.22' T = 52.12' PI Sta 186+48.03 L = 126.47' T = 64.17' R = 303.00' R = 7,250.00' PI Sta 195+40.19 L = 169.33' T = 86.99' R = 300.00' PI Sta 197+15.43 L = 180.17' T = 92.90' D D SE = NC PI Sta 167+65.58 L = 603.18' T = 301.76' R = 7,220.00' -DRIVE2- PI Sta 11+10.10 D L = 115.60' T = 58.85' R = 250.00' DS = 50 MPH DS = 50 MPH SE = NC -L- PIs Sta 16+95.20 F Ls = 256.00' LT = 170.81' ST = 85.47' DS = 30 MPH PI Sta 15+03.27 D L = 178.02' T = 147.22' R = 85.00' PI Sta 13+25.25 D L = 178.02' T = 147.22' R = 85.00' PI Sta 11+47.22 D L = 178.02' T = 147.22' R = 85.00' PI Sta 11+47.22 D L = 178.02' T = 147.22' R = 85.00' PI Sta 15+03.27 D L = 178.02' T = 147.22' R = 85.00' PI Sta 13+25.25 D L = 178.02' T = 147.22' R = 85.00' PI Sta 22+31.56 D L = 125.50' T = 66.18' R = 160.00' PI Sta 23+05.77 D L = 29.50' T = 14.88' R = 90.00' DS = 30 MPH PI Sta 11+04.20 PI Sta 11+94.88 SE = SEE PLANS SE = SEE PLANS -LRPDSPUR- F F F F FFF F F F F F F F F C F F F F F F F F C C F C F F F F F C F C C C F F F F F C C C C C C C C C C C C C C C F F C CC C C F C C C C C C F FC F F C C C C C C C C C C C F F F F C C C C C F F C C C C F C F F C F F CF C C F F C F F F F F C C C C C F C WJ SD S F S F WB NAD 83/ 201140'RLOCATION: DESIGNED BY: CHECKED BY: COUNTY:TIP NO.: DATE: PLANS 02550 50 100 GRAPHIC SCALE6/2/99PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh16.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:49:36 AMTIME:NCDOT_pshpfl.tbl HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 SEE SHEET 22 STA. 16+00.00, MATCHLINE -LRPC- SEE SHEET 22STA. 25+00.00,MATCHLINE -CD1- SEE SHEET 22STA. 30+00.00,MATCHLINE -CD2- SEE SHEET 22 STA. 15+00 .00 , MATCHLINE -LRPD- SEE SHEET 23STA. 39+00.00,MATCHLINE -CD1- SEE SHEET 23STA. 44+00.00,MATCHLINE -CD2- SUNSET AVENUE ADT2019 2040 SUNSET AVE. SR 1770 SUNSET AVE. SR 1770 AT BANNER WAY 144 300 567 800 711 1100 BANNER WAY15611 23000 17511 23500 SUNSET AVENUE ADT2019 2040 SUNSET AVE. SR 1770 SUNSET AVE. SR 1770 4600 4600 1900 2800 2490024000 16500 40600 58800 16300 54300 AT I-95 I-95I-9539600 0 0 0 0 *16 MATCHLINE -L- STA. 169+00 SEE SHEET 15SEE SHEET 17MATCHLINE -L- STA. 199+00,SEE SHEET 50 FOR -DRIVE2- PROFILE SEE SHEET 49 FOR -Y15- PROFILE SEE SHEET 45 FOR -RAB7- PROFILE SEE SHEET 45 FOR -RAB6- PROFILE SEE SHEET 43 FOR -LRPD- PROFILE SEE SHEET 43 FOR -LLPD- PROFILE SEE SHEET 42 FOR -LRPC- PROFILE SEE SHEET 42 FOR -LLPC- PROFILE SEE SHEET 40 & 41 FOR -CD2- PROFILE SEE SHEET 38 & 39 FOR -CD1- PROFILE SEE SHEET 34 & 35 FOR -L- PROFILE*SKEW = 95°43'12" PI Sta 11+04.20 D L = 102.00' T = 52.14' R = 200.00' PI Sta 11+94.88 D L = 14.79' T = 7.43' R = 65.00' SE = SEE PLANS SE = SEE PLANS -LRPDSPUR- 30" C&G 30" C&G 30" C&G 30" C&G 30" C&G 30" C&G 30" C&G CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONCCONC CONC CONC CONC 30" C&G 30" C&G 12' GR 12' GR 12' GR GR GR GR HOUSE PUMP CONC 1SFD HTR GARAGE CANOPY MTL CEMETERY WOODS WOODS WOODS S48" CHLWOODSDECKHTR CANOPYMTLGR 10 ' DECK HTR WOODS 1SFD SR 1770 SUNSET AVE 36' PAVED ROADWAY GR HTR DECK DECK CANOPY MTL S S S CANOPY MTL 48" CHL 48" CHL CHL 48" 48" CHL GATE 1SBLKD CONC CONC CONC CANOPY MTL DECK DECK HTR B GR BST BST F BUS BUS BK ABAND 1SFD 1SFD GARAGE 11 ' GR 11 ' GR GR 1SBKD S HOU SE PUMP GR CANOPY MTL 1SFD 1SFD S GR GR 10 ' GR 12 ' FENCE 72" WD FENCE 48 " WD WD RAMP 2 4 " GUTTER2 4 " GUTTERSUNSHI NE DRI VE 1 8' PAVED ROADWAYBS T2 3' 2 4 " GUTTERBSTSUNSHINE DRIVE 32' PAVED ROADWAYSS CONC DECKGR GR 14 ' PDE PDE DB 2439 PG 456 24' ACCESS EASEMENT EIP EIP R/W MON R/W MON S 0 8 ° 0 0' 1 9 " E2 3 8 . 2 0' EX ISTING R /WS 22°23'58" W263.08'S 22°23'58" W271.59'S 22°23'58" W277.68'N 0 8 ° 3 2' 3 7 " W9 8. 4 9' S 77°53'37" E 70.32'N 12°03'26" E95.45'EI PS 7 7 ° 5 3' 3 7 " E3. 2 2' EIP R/W MON R/W MON E IP E IP EIP E IP EIP E IP EIP E IP E IP E IP 1.01' R/W TO EIPEIP EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WN 11°22'28" E138.31'N 02°52'02" E160.03' N 89°50'41" E 74.82'N 06°16'18" E129.41'N 09°24'49" E127.98' N 80°36'58" W 484.53'N 0 6 ° 5 4 ' 0 0 " W3 7 3 . 0 9'N 01°37'05" E364.45' S 76°57'56" E 75.05' N 06°54'00" W 18.75' N 67°30 '58" W 163 .60 ' N 67°30 '58" W 300 .00 'N 22°18'02" E270.20'S 22°23'58" W292.68'S 22°23'58" W295.44'S 22°23'58" W295.55';;2 0' U T IL ITY EA S EM EN T 20 ' UTILITY EASEMENT SOIL 20' BST 16 ' GR 14' CHL 48" CONC 18' CONC 16' 166 167 168 169 171 172 173 174 175 176 222 223224 225 226 227 228 229 230 231 243 170 W /LT W/LT W/LT W/LT W/LTW/LT CO N C15 " RC P 15" RCP 15" RCP 15" RCP CB CB 15" RCPCB 18" RCP 18" RCP CB RCP15" 18" RCP DI CB 24 " RCP 15" RCPDI18" RCPBY1-212 BY1-213 BY1-214 LT LT LT LT TTT T C HH 6" PLASTIC 6" PLAST IC T SIZE UNKNOWN24" DI 8" PVC 8 " PVC24 " D I24" DI DUCT BANK DUCT BANK DUCT BANK DUCT BANK EXISTING R/W48" CHLR/W MON N 11°11'12" E116.85'60.00'S 89°39'26" E 60.06' RCP 15" 17 SEE SHEET 35 & 36 FOR -L- PROFILESEE SHEET 16MATCHLINE -L- STA. 199+00,SEE SHEET 18MATCHLINE -L- STA. 211+00.00,DB 1206 PG 762 ANGELYN EZZELL DB 1685 PG 310 J.W. HOUSE, ET UX DB 1947 PG 782 STONY CREEK CEMETERY ASSOCIATION DB 2848 PG 803 MARK S. BASS DB 1184 PG 31 DB 1155 PG 527 MB 1 PG 154 WHITLEY, ET UX NORMAN O. WHITLEY, ET UX NORMAN O. ANGELYN EZZELL DB 1206 PG 762 MB 1 PG 154 WALTER L. WILLIAMS DB 2413 PG 7 DB 2651 PG 696 3MR LIMITED PARTNERSHIP DB 1996 PG 274 MB 1 PG 215 JAMES S. LIVERMON, III, ET UX DB 2070 PG 453 MB 1 PG 215 DORIS HINTON COOLEY, ET AL DB 751 PG 119 MB 1 PG 215 RUBY B. COOLEY HEIRS DB 2691 PG 529 MOMEYER PROPERTIES, LLC DB 2535 PG 564 MB 1 PG 215 DEBBIE J. JONES DB 871 PG 519 MB 1 PG 184 MB 21 PG 197 DANIEL, ET UX ALTON E. CB CB CB CB CB DI CB DI CB DI CB CB 15" RCP-IV 15" RCP-IV EST 7 SY GF EST 2 TONS CLASS B RIP RAP EST 7 SY GF EST 2 TONS CLASS B RIP RAP FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT CB 18" RCP-IV 15" RCP-IV 18" RCP-IV 18" RCP-IV 24" RCP-IV 24 " RC P -IVRCP-IV 15" 15" RCP-IV 18" RCP-IV 1701 1702 1703 1704 1705 1707 1708 1709 1711 1723 1712 1714 1715 1716 1717 1718 1719 1721 1710 DIDIRCP-IV 15" 1724 1722 1713 DI DI DIW/ELBOWS18" CSP1726 DI DI 15" RCP-IV RCP-IV 15" 1727 RCP-IV 15" RCP-IV 15" 1731 1729 1728 1732 1730 1720 1733 1734 DI DI DI DI DI DI DI RCP-IV 15" RCP-IV 15" RCP-IV 15" 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV CB RCP-IV 18" RCP-IV 15" DI 1725 CB 15" RCP-IV RCP-IV 18" 18" RCP-IV 15" RCP-IV (NON-EROSIVE) V10=1.2 fps Q10=8.2 cfs 70 71 72 73 74 76 75 152 153 154 155 156 157 151 72 73 76 77 77030250302502502020101002'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G 2 '-6" C&G 2 '-6" C&G 49' (TYP) 1'-6" C&G 1'-6" C&G 350 ' STORAGE 100' TAPER 100' TAPER 350' STORAGE25'R 12'12'12'12'R 3000'12'12'12'12'12'12'12'12'23'17.5'138' TAPER -Y17 - STA . 11+ 20 .00 END CON STRUCT ION5.5'5.5'5.5'+49.55+50.20+23.34END 1'-6" C&G +38.16,+89.68+87.43+52.00+77.55+11.55+11.31+74.05+50.00END 2'-6" C&G +49.31, BEGIN 2'-6" C&G +85.23,15'+12.4376' TAPER +10.2740'R 20'R 12'12'W/ HANDRAIL RETAINING WALL +38.10, BEGIN W/ HANDRAIL RETAINING WALL +09.94, END W/ HANDRAIL RETAINING WALL +47.29 BEGIN W/ HANDRAIL RETAIN WALL +87.25 END R2333'20' 20' 20' 28' 20'20' 20' 20 ' 20 ' 20 '20' 20'-RAB 7 - PC S ta . 12 + 80 .52-L - POC S ta . 197 + 43 .15 =200205210-L- PC Sta. 206+21.34 C R CR -L- -L- -L- D PI Sta 209+10.73 L = 575.74' T = 289.38' R = 2,300.00' SE = 03 DS = 50 MPH F F F F F F C F F F F F F F F F FF C C F F F F F F F F C C S D NAD 83/ 2011HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh17.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:49:56 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 W/BK GRILL CONC PAD HTR HTRBST 30" C&G30" C&G30" C&G30" C&G 30" C&G 30" C&G 30" C&G 30" C&G 30" C&G 30" C&G 30" C&G30" C&G 30" C&G 30" C&G 30" C&G CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC GRASS CONC CONC CONC CONC CONC CONC CONCCONCCONCCONC18' BST 18' BST 28' BST 30' BST 31' BST 3 0' BST3 4' BST28' BST22' BST 21' BST3RD STREET 20' PAVED ROADWAY1SFD BST S 18' BST HTR CANOPY MTL S BST BST 14' BST 14' BST 14' 1SFD GR S S GR B 1SFD 1SMD HOUSE PUMP W POPE STREET 22' PAVED ROAD1SFD S S S S S S 1SFD 1SFD 1SFD 1SFD 1SFD DECKDECK PORT CARGR GR GR 10' GR 12'CONC 14' CONC GR 10' GR 72" CHL BRK APT BRK APT BRK APT GR GR DECK DECK CONC CONC GR 12'GR 10' GR 10' 1SBLKD DECK HTR 1SFD GR GR GR GR RETENTION POND RETENTION POND 48" CHL 48" CHL CHL 48" GATE 20' GR 20' GR 1SBLKD 1SFD CONC GARAGE GR 10' 20' GR 18' GR 20' GR GR GR GR GR GATE 48" WW CONC GR 48"WD&WW FENCE 72" WD FENCE WD 72" WD RAMP RAMP WD FENCE WD 72" BRK APT BRK APT BRK APT BRK APT 1SFD BRK BUS GR GR GR BST 23' S S S WD RAMP DECK DECK DECK CONC CONC CONC CONC 24" C&G 24" C&G 24" C&G CONC CONC 24" C&G 24" C&G 24" C&G S 1SF BUS 1SBK BUS CONC BST BST CONC TANKS U/G 72" CHL CONC CONC CONC CONCBLK BUS CANOPY MTL CONC CANOPY MTL CONC CONC CONC SR 1 5 4 4 HALI FAX RD 6 0' PAVED ROADWAYSR 1544 HALI FAX RD 60' PAVED ROADWAYGR34' BST3 0 " C&G24" C&G 24" C&G 24" C&G GR1 2' BK BUS BST BST BST GRGR24" C&G LT 10' BST 10' BST 10' GR 3 0 " C&G2 4 " C&G72" CHL PDE PDEPDEPDEPDE PDE PDE PDE PDE EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIPEIP 0.09' R/W TO EIPEIP S 07°06'52" W285.94' EIP EXISTING R/W EXISTING R/WN 22°18'02" E266.34'N 22°18'02" E266.34'S 67°30'58" E 75.00' S 67°30'58" E 75.00' S 67°30'58" E 75.00' S 67°30'58" E 95.00' S 67°30'58" E 75.00' EIP S 67°30'58" E 75.00' S 67°30'58" E 150.02' S 67°30'58" E 74.92' S 67°30'58" E 339.46'N 22°18'02" E262.28'N 22°18'02" E259.64'N 22°18'02" E255.46'N 22°26'38" E251.31'N 22°25'21" E251.30'N 20°36'18" E158.21'60.00'50.00'EXISTING R/WEXISTING R/WEXISTING R/W E XIS TI NG R/WEXI S TI NG R/WEXI S TI NG R/WEXI STI NG R/W90.00'S 22°23'58" W295.47'S 22°23'58" W153.19'S 67°36'02" E 50.00'S 22°23'58" W295.12'S 22°23'58" W295.05'S 22°23'58" W293.98'S 22°23'58" W292.46'S 22°23'58" W290.99'S 22°23'58" W282.20'S 22°23'58" W279.26'S 22°23'58" W279.12'S 22°22'05" W278.86'VARIESEXISTING R/W EXISTING R/W 90.00' R/WEXISTING20' UTILITY EASEMENT 5' UTILITY EASEMENT 20' UTILITY EASEMENT GARAGE GR 9' GR 15' GR BST CONC 72" WD FENCE MTL BUS C&G 24" CONC (1) 1,973 GAL U/G TANK (1) 2,890 GAL U/G TANK (1) 8,145 GAL U/G TANK (1) 2,471 GAL U/G TANK 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191192 201202 203 205 206208 209 210 211 213 214 215 217 218 219 220 221 W/LT W/LT W/LT W/LT W/LT W/LT W/LT W/LT W/LT 198 200W/LT W/LT 216 212 207 GR CONC 15" RCP 15" RCP 15" RCP 15" RCP 15 " DI P 12" DIP15" DI P24" RCP CB CB 15" RCP24" RCP 15" RCPDI CB CB 24" RCP DI 15 " RCP CB CB 15" RCP30" RCP15" RCPDI DI 15" RCP 30" RCP 15" RCP CB 15" RCP 18" RCP30" RCP CB CB CB 15" RCP DI 1 5 " RCP 15" RCP 18" RCP30" R CP CB DI 15" RCPCB 18" RCP 15" RCP CB CB DI 15" RCPRCP 15" CB 15" RCP 15" RCP CB DI 15" RCP RCP 15" DI DI 15" RCPCB CB 15" RCP CB CB CB 1 5 " RCP 15" RCPBY1-215 BY1-216 BY1-217 LT LT LT LT ST T S T T S T T T T T T T 6" PLASTIC 6" PLASTIC 6" PLASTIC 4 " P LAS TI C4" PLASTIC 2" UNKNOWN 24" DI 24" DI 24" DI DI6"24" DI 6 " DI 2 0 " DI DUCT BANK DUCT BANK DUCT BANKDUCT BANK(2) 10,000 GAL U/G TANK (2) 6,000 GAL U/G TANK RCP 24" R/W EXISTING R/W EXISTING UNKNOWN JB15" RCPJB CB 18" RCPN 22°18'02" E257.55'R/W EXISTING TO R/W 3.74' EIP TO EIP 0.43' R/W 24" C&G 15" RCP S S S S ISLAND GAS PUMP IS L A N D GA S P UM P W E LL M O N IT O R ING WELL MONITORING DI 24" EXISTING R/WEXISTING R/W57.86'BY13-238BY13-239 BY14-240TT50 PR100 PR100 PRCADT 1878 2019 2040 SUNSET AVE. SR 1770 SUNSET AVE. SR 1770 2933 3411 3689 9144 3200 4800 5900 5400 2720026100 1864417311 12100 SUNSET AVENUE AT HALIFAX RD.HALIFAX RD.SR 1544HALIFAX RD.SR 15446856 8800 18 TRAFFIC SIGNAL MODIFICATIONSEE SHEET 17MATCHLINE -L- STA. 211+00.00,SEE SHEET 50 FOR -Y17- PROFILE SEE SHEET 50 FOR -Y16- PROFILE SEE SHEET 36 FOR -L- PROFILE DB 1800 PG 977 MB 1 PG 154 MB 1 PG 184 JAMES C. ROSE, ET UX DB 659 PG 93-A(2) MB 1 PG 215 MB 1 PG 215 DB 1705 PG 215 MB 1 PG 184 MB 1 PG 215 DB 2155 PG 444 MB 1 PG 184 MB 1 PG 215 DB 1787 PG 1043 MB 1 PG 184 DB 2108 PG 626 MB 1 PG 215 ROBERTA L. EDWARDS DB 1515 PG 709 DB 2313 PG 458 MB 31 PG 51 DB 2313 PG 454 MB 1 PG 154 WALTER L. WILLIAMS DB 2413 PG 7 DB 1299 PG 765 MB 1 PG 154 DB 899 PG 513 MB 1 PG 154 DB 1105 PG 716 MB 1 PG 154 DB 2282 PG 517 MB 1 PG 154 RT & KW PROPERTIES, LLC DB 2108 PG 626 MB 1 PG 154 DB 2837 PG 772 DB 2525 PG 568 MB 20 PG 183 WJL COMMERCIAL, LLC DB 2525 PG 565 MB 20 PG 183 WJL STORES, LLC FOR ELLA S. POWELL POWER OF ATTORNEY WILLIAM L. POWELL, II, ET AL CASTRO, ET UX ALFREDO TRANSPORTATION NC DEPT. OF LEWIS, ET AL NATHANIEL PROPERTIES, LLC RT & KW FOR R. H. BONE POWER OF ATTORNEY ROY HERMAN BONE, JR. BONE, JR. ROY HERMAN THOMAS, ET UX ROY N. PROPERTIES OAKWOOD INVESTMENTS, LLC BOGGS STEELE DB 1766 PG 564 EVERGREEN, INC. DB 2584 PG 797 MB 1 PG 154 POWER OF ATTORNEY FOR JOYCE M. EVANS VIRGIL LEE EVANS, II DB 2026 PG 1014 MB 1 PG 215 MICHAEL H. SHERMAN DB 1875 PG 709 MB 1 PG 215 MOUNTAINEER RENTALS, LLC DB 2157 PG 436 DB 1757 PG 961 MB 1 PG 215 JAMES S. LIVERMON, III DB 1028 PG 473 MB 1 PG 215 JO ANN MINCHEW CARPENTER MB 1 PG 215 DB 1182 PG 407 JAMES E. FINCH, ET UX MB 1 PG 215 MICHAEL H. SHERMAN DB 1908 PG 1053DB 2070 PG 453 MB 1 PG 215 DORIS HINTON COOLEY, ET AL CB CB CB CB DI DI DI CB DI CB CB DI CB CB DI DI CB CB DIDI DI DI DI CB 15" RCP-IV CBCB 15" RCP-IV 18" RCP-IV 18" RCP-IV 18" RCP-IV 15" RCP-IV FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT RETAIN RCP-IV 15" RCP-IV 15" 24" RCP-IV 30" RCP-IV 30" RCP-IV 30" RCP-IV 18" RCP-IV15" RCP-IV 24" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 36" RCP-IV RCP-IV 15" 24" RCP-IV 1804 1802 1801 1806 1805 1807 1808 1810 1809 1813 1819 1818 1817 1816 1814 1815 1820 1824 182318221821 1825 1826 1827 1828 1829 1830 RCP-IV 15" DI DI 1811 1833 CB 1832 15" RCP-IV 1803 DI RCP-IV 15" DI 18" RCP-IV 15" RCP-IV 1812 HW RCP-IV 24" 15" RCP-IV 78 158 159 160 161 162 163 164 165 157 77 79 80 81 82 83 84 77 77 79 80 81 82 83 84 85 86 87 88 89 90 9102502502402203030250250201010200015014 02 01 02 02 02 01 02 02 025025 02 02 02 01 01 00 006009 00112'12'12'12'12'12'12'12'2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G 49' (TYP) 10'R450' STORAGE +25.92+23.03+25.92+11.8412'30'R 100' TAPER 137.5' TAPER12'12'12'R 10'12'12'12'12' +50 12'12'12'12'12'25'R 25'R -Y17- STA. 11+20.00 END CONSTRUCTION -Y16- STA. 10+60.00 BEGIN CONSTRUCTION 12'12'12'12'12'12'12'12'12'12'12'5.5'5.5'5.5'17.5'END CONST. -L- STA. 224+39.02 END TIP PROJECT U-5026 +83.81+84.04+46.79+01.96+19.99END 2'-6" C&G +47.63, BEGIN 2'-6" C&G +75.36, BEGIN 2'-6" C&G +48.42, END 2'-6" C&G +20.40,+93.08+22.0877' TAPER +76.6252' TAPER12 '+94.399'R+43.10+80.60END 2'-6" C&G +70.82 END 2'-6" C&G +62.31,+43.1030'R STORAGE 350'12'20'20'20'20'20'20'28' 20'20' 20'20' 20' 20'20' 20'215220225-L- PRC Sta. 211+97.08 -Y16- POT Sta. 10+00.00 -Y17- POT Sta. 12+56.67 -L- PT Sta. 216+16.06 -L- PC Sta. 222+07.29 -L- PT Sta. 224+07.01 -Y17- POT Sta. 10+00.00 = -L- Sta. 212+58.30 -Y16- POT Sta. 12+60.61 = -L- Sta. 212+38.15 C R CRCRCR CRCRCRC R CRCR CRC R -L- -L- D D DS = 50 MPH SE = EXIST. PI Sta 209+10.73 L = 575.74' T = 289.38' R = 2,300.00' PI Sta 214+06.63 L = 418.98' T = 209.55' R = 7,300.00' PI Sta 223+07.16 L = 199.73' T = 99.87' R = 5,730.00' D SE = 03 DS = 50 MPH SE = NC F F FF CC F F C F F F F F F F F FF FF F F F F F C F FFF FF F F C C F F F C F F F F F F F F F S ANAD 83/ 2011HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh18.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:50:11 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 OPEN DI UNABLE TO 15" RCP CB CB CB 12" RCP15" RCP15" RCP RCP 15" DI DI30" C&G30" C&G30" C&G30" C&G30" C&G DIHDP E8" 15" R C P15" RCPWALL15" CONC48" WD SPLIT RAIL84" CONC72" CONC BST10" DIPLTLTLTLT LT 30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&GCONCCONCCONCCONCCONCCONC30' BSTGR10'GRGRWOODS1SFD60" CHL30' BSTCONCBSTBSTBSTGRCONCWOODSWOODSWOODSCULTIVATEDCULTIVATEDCULTIVATEDSR 1603 N. OLD CARRIAGE RD 36' PAVED ROADWAY1SBK BUSEIPEIPEIPEIP60.00'55.00'S 81°46'34" W229.98'S 87°20'42" W229.74'S 87°20'42" W230.40'S 01°34'18" E99.38'S 01°34'18" E141.47'S 01°22'36" E118.12'1.79' EIP TO R/W5.07' R/W TO EIPEXISTING R/WEXISTING R/W LIMITSCITY OF ROCKY MOUNTCITY OF ROCKY MOUNT LIMITSCITY OF ROCKY MOUNT LIMITSCITY OF ROCKY MOUNT LIMITSCITY OF ROCKY MOUNT LIMITS30" C&G8283848586878881W/LT10" PVC10" PVC10" PVC10" PVCCB15" RCP15" RCP15" RCPCBCB15" RCPCB10" PVCBY2-302BY2-303LTLTTTTCTC2" PLASTIC2" PLASTIC6" DI24" DI24" DI6" DI6" DI18" RCP4.99' R/W TO EIPEASEMENTSANITARY SEWER SR 1603 N. OLD CARRIAGE RD 36' PAVED ROADWAYAPPROXIMATE LOCATION OF CONDUIT END48" CHLWOODSWOODS10' SOIL30" CONC C&G CI CI CB 15" RCP 15" RCPBST POLE CAMERA W/ 2'X2' BRICK COLUMNS METAL SIGN30" CONC C&GCB 15" RCP 24" RCPEXISTING R/WEXISTING R/W60.00'2 3 SR 1603 (OLD CARRIAGE RD) VARIABLE WIDTH BST BY2-301U-5026HHTCHH6 ", CITY OF ROCKY MOUNTCentury Link SUDDENLINK CITY OF ROCKY MOUNTCentury Link Conterra Ultra Broadband LLC SUDDENLINKDuke Ener gy Pr ogr e ss 20' SEWER EASEMENTCULTIVATED FIELDCULTIVATED FIELDCULTIVATED FIELD19 SEE SHEET 37 FOR -L1- PROFILESEE SHEET 14MATCHLINE -L1- STA. 23+00.00,DB 1503 PG 339 CHARLES J. KOLTZ, JR. DB 1555 PG 88 MICHAEL V. BARNHILL, ET UX ANGELYN C. EZZELL DB 797 PG 185 DB 818 PG 479 DB 850 PG 363 DB 850 PG 363 ANGELYN EZZELL NASH COMMUNITY COLLEGE DB 1783 PG 19 DB 911 PG 262 DB 2494 PG 959 PB 36 PG 359 CBCBCB CB CBCB CB FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT 15" RCP-IV 1902 1903 1904 1906 1907 1908 1909 1910 15" RCP-IV 24" RCP-IV 15" RCP-IV 15" RCP-IV CB 15" RCP-IV 15" RCP-IV 15" RCP-IV 115 116 113 132025025 0250252'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G -L1- POT STA. 30+70.00 BEGIN TIP PROJECT U-5996 BEGIN CONSTRUCTION -L1- POT STA. 30+70.00 END CONSTRUCTION 12'12'12'12'+50.56+25.6812'12'11.5'9.5'END 2'-6" C&G +70.00, WORK COMPLETED BY OTHERS END 2'-6" C&G +70.00, WORK COMPLETED BY OTHERS 16'30'20'20' 20'2530-L1- PT Sta. 27+56.71 -L1- SE = NC DS = 50 MPH -L1- PI Sta 19+49.04 D L = 1,617.14' T = 809.47' R = 14,000.00' F F F F F F F F F FF NAD 83/ 2011 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh19.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:50:28 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 BILLBOARD WOODS FALLOW WOODS WOODS WOODS WOODS WOODS WOODS 9' GR MTL BILLBOARD MTL BILLBOARD WOODS WOODS 48" WW 1-SBW 48" WW 1-SBW 48" WW 1-SBW 48" WW 1-SBW 48" WW 1-SBW R/W MON EIP S 02°59'03" E 1329.47'N 77°07'02" W50.81'0.02' R/W TO EIPN 30°02'46" W423.55' EIP EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WVARIESCITY OF ROCKY MOUNT LIMITS CITY OF ROCKY MOUNT LIMITS ; ; ; ;;; 12" RCP BL-102 BL-101 BL-103 12' PAVED SHOULDER 24' CONC ROADWAY 4' PAVED SHOULDER 4' PAVED SHOULDER 24' CONC ROADWAY 12' PAVED SHOULDER 12' PAVED SHOULDER 24' CONC ROADWAY 4' PAVED SHOULDER 4' PAVED SHOULDER 12' PAVED SHOULDER 24' CONC ROADWAY MTL MTL MTL I-95 SBL I-95 NBL I-95 SBL I-95 NBL 20 SEE SHEET 21STA. 10+00.00MATCHLINE -L2SB-SEE SHEET 21STA. 10+00.00MATCHLINE -L2NB-MARGARETTE BIRTH, ET AL DB 1446 PG 206 DB 2516 PG 503 BENCHMARK BUILDER SERVICES, LLC DB 2842 PG 386 RICHARD H. MINOR MICHAEL J. DAVIS, ET UX DB 1746 PG 491 MB 28 PG 26 63 -L2NB- STA. 3+91.38 BEGIN CONSTRUCTION -L2SB- STA. 4+21.78 BEGIN CONSTRUCTION +22.78 CAT-1 +91.38 GREU TL-3 +74.35 GREU TL-355-L2NB- POT Sta. 1+00.00 -L2SB- POT Sta. 1+00.00 1010-L2SB-WGWEWAWCWRNAD 83/ 2011 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh20.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:50:44 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 CONC BRIDGE CONC BRIDGE WOODS WOODS WOODS CSX RR CSX RR CSX RR WOODS WOODS CONC CONC CONC CONC CONC CONC CONC 48" WW 1-SBW CONC CONC 48" WW 1-SBW 48" WW 1-SBW 48" WW 1-SBW 48" WW 1-SBW R/W MON R/W MON R/W MON R/W MONR/W MON EIP EXISTING R/W EXISTING R/W S 77°41'08" E769.72'0.11' R/W TO EIPEIP EIP EIP EIP N 06°43'14" W 864.45'N 79°49'32" W1067.46'S 77°42'49" E1728.45'0.07' EIP TO R/WS 77°41'08" E745.55'0.07' EIP TO R/WCITY OF ROCKY MOUNT LIMITS ; ; ;; 8" PVC 8" PVC DI15" CMP12" PVC36" RCPFES FES 10" PVC 12" PVCU-5026-1 U-5026-2 CITY OF ROCKY MOUNT LIMITS 12' PAVED SHOULDER 4' PAVED SHOULDER I-95 SBL 24' CONC ROADWAY 4' PAVED SHOULDER I-95 NBL 24' CONC ROADWAY 12' PAVED SHOULDER MTL MTL MTL MTL MTL MTL CABLE CONC CONC CONC CONC 15' PERMANENT UTILITY EASEMENT15' PERMANENT UTILITY EASEMENTUNKNOWN EASEMENT UNKNOWN EASEMENT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 22STA. 12+00.00MATCHLINE -CD1-SEE SHEET 22STA. 18+00.00MATCHLINE -CD2-21 SEE SHEET 40 FOR -CD2- PROFILE SEE SHEET 38 FOR -CD1- PROFILE BRIDGE DECK REHABILITATIONSEE SHEET 20STA. 10+00.00MATCHLINE -L2SB-SEE SHEET 20STA. 10+00.00MATCHLINE -L2NB-DB 2565 PG 71CAROLINA COASTAL RAILWAY, INC. DB 1491 PG 989 MIDATLANTIC WAREHOUSE & STORAGE, LLC DB 1491 PG 985 MB 34 PG 368 TITAN CAROLINA CONCRETE, LLC DB 2558 PG 278 MB 32 PG 183 WILLIAMS GENERAL CONTRACTORS, LLC WILLIAMS GENERAL CONTRACTORS, LLC DB 2558 PG 278 MB 32 PG 183 CLIFTON PRICE HARPER, JR. DB 1846 PG 112 DB 2320 PG 765CAROLINA COASTAL RAILWAY, INC.DB 2565 PG 71DB 2264 PG 536 MB 24 PG 246 SUNSET WEST, LLC MICHAEL J. DAVIS, ET UX DB 1746 PG 491 MB 28 PG 26 & STORAGE, LLC MIDATLANTIC WAREHOUSE TRENCHLESS INSTALLATION 42" WELDED STEEL FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT HW 2GITRENCHLESS INSTALLATION 15" WELDED STEELEST 7 SY GF EST 2 TONS CLASS B RIP RAP FILL WITH FLOWABLE FILL FILL WITH FLOWABLE FILL EST 30 SY GF EST 13 TONS EST 22 SY CLASS I RIP RAP 2101 2102 2103 2104 DETAIL 21-1 SEE SHEET 2D-1 TOE PROTECTION DETAIL 21-1 SEE SHEET 2D-1 TOE PROTECTION DETAIL 21-1 SEE SHEET 2D-1 TOE PROTECTION DETAIL 21-2 SEE SHEET 2D-1 FS (NON-EROSIVE) V10=1.8 fps Q10=41.0 cfs 51 62 62 63 65 66 67 6802504002504002502502703003803603002802903303902502513'15 :1 15:1 12'14'300' TAPER 4'16'14'EX.4'16'14'12'14'12'-L2SB- STA. 12+41.07 BEGIN ROADWAY CONSTRUCTION -L2NB- STA. 12+86.84 BEGIN ROADWAY CONSTRUCTION +50.0050' INC.+40.37+27.65+97.64 TYPE B-77 +93.05 TYPE B-77 +22.51 TYPE B-77 +27.30 TYPE B-77 +80.67+76.40+12.48+75.95 -L2NB- +54.34 -CD2- CAT-1 +02.14 TYPE B-77 +09.61 TYPE B-77 +71.66 TYPE B-77 12'1015101520101520-CD2- PC Sta. 17+64.35 D -CD2- POT Sta. 10+00.00 = = 2°55'59.6" -L2NB- POT Sta. 15+18.83, 11.18' RT.1010= 3°00'00.0" -L2SB- POT Sta. 20+40.37, 12.00' LT. -CD1- POC Sta. 10+00.00 = D PI Sta 14+03.58 D L = 806.77' T = 403.58' R = 10,700.00' -CD1- SE = RC DS = 60 MPH -L2NB- -CD2 -L2SB- -CD1- F F F F F F F F F F F F F WO WK WIWP WN WL NAD 83/ 2011 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh21.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:51:00 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 24" C&G24" C&GCONCBUNCH CIRCLE 15' GR HTR CONC DECK WOODS 48" WW 1-SBW 48" WW 1-SBW BILLBOARD BILLBOARD HTR HTR HTR HTR HTR HTR HTR GR GR GR GR GR GR BANNER WAY 15' PAVED ROADWAY DECK DECK DECK DECK DECK DECK DECK DECK CUTOVER WOODS WOODS SUNSHINE DRIVE 18' PAVED ROADWAYSSSSDECKCONCHTRHTRHTRHTRHTRHTRDECKDECKDECKDECKDECKDECKDECKDECKDECKDECKDECKDECKDECKHTR1SFDSHELTERHTRCONCDECKGR 24" GUTTER24" GUTTER24" GUTTER24" GUTTER24" GUTTERCONCDECK72" WD FENCE 48" WD FENCECONC18'CONC26'CONC18'CONC18'CONC18'CONC18'CONC10' CONC10' RAINBOW LANE 18' PAVED ROADWAYCONC30'HTRRAINBOW LANE 18' PAVED ROADWAYWOODS WOODS CONC METERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRR/W MON EXISTING R/W EXISTING R/W EIP EIPN 80°00'24" W220.42'S 78°33'29" E2015.20'0.09' EIP TO R/WVARIES150' CP&L EASEMENTCITY OF ROCKY MOUNT LIMITS CITY OF ROCKY MOUNT LIMITSCI TY OF ROCKY MOUNT LI MI TS; ;24" GUTTER24" GUTTERFENCE48" WD 24" GUTTER24" GUTTER24" GUTTERDECKSCONCCONCCONCCONCCONCMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWR1 2 2 3 9 2 4 9 2 5 0 2 5 1 CONC48" WW 1-SBW 48" WW 1-SBW 8" PVC8" PVC8" PVC8" PVC 8" PVC8" PVC8" PVC DI 15" RCPFES DI 18" RCPDI 15" RCP8" PVC 8" PVC8" PVC8" PVC 8" PVC FES (DETACHED) MH UNDER STEPS FOR HTR (TYP)WATER TAP FOR HTR (TYP)WATER TAP FOR HTR (TYP)WATER TAP FOR HTR (TYP)WATER TAP 36" RCPBL-104 BL-105 BY5-512BY5-513LTLTLTLTCTCTCTTCTCTCTC4" PVC 4" P V C 8" PVC8" PVC6" PVCPVC6"6" PVC6" PVCPVC6"6" PVCCONC LIMITS CITY OF ROCKY MOUNT TO R/W0.68' EI P (TYP)FOR HTR WATER TAP METERPWRMETERPWRMETERPWRMETERPWRI-95 SBL I-95 NBL MTL20' UTILITY EASEMENT18' PAVED ROADWAYWEST TOWER LANESEE SHEET 21STA. 12+00.00MATCHLINE -CD1-SEE SHEET 21STA. 18+00.00MATCHLINE -CD2-SEE SHEET 16STA. 16+00.00MATCHLINE -LRPC-SEE SHEET 16STA. 25+00.00MATCHLINE -CD1-SEE SHEET 16STA. 30+00.00MATCHLINE -CD2-SEE SHEET 16STA. 15+00.00MATCHLINE -LRPD-22 SEE SHEET 43 FOR -LRPD- PROFILE SEE SHEET 42 FOR -LRPC- PROFILE SEE SHEET 40 FOR -CD2- PROFILE SEE SHEET 38 FOR -CD1- PROFILE DB 2264 PG 536 MB 24 PG 246 SUNSET WEST, LLC DB 2439 PG 456 SUNSET WEST, LLC DB 2558 PG 278 WILLIAMS GENERAL CONTRACTORS, LLC 2GI 2GI TRENCHLESS INSTALLATION 48" WELDED STEEL EST 50 SY GF EST 26 TONS EST 49 SY CLASS I RIP RAP EST 10 SY GF EST 3 TONS CLASS B RIP RAP EST 14 SY GF EST 5 TONS CLASS B RIP RAP FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT HW RETAIN RETAIN RETAIN 2GI 15" RCP-IV FILL WITH FLOWABLE FILL EST 20 SY GF EST 15 TONS CLASS 1 RIP RAPEST 20 SY GF EST 15 TONS CLASS I RIP RAP SEE DETAIL 22-1 EST 19 SY GF EST 14 TONS CLASS 'I' RIP RAP RIP RAP AT EMBANKMENT 24" RCP-IVEST. 5 TONS CLASS B RIP RAP EST 14 SY GF24" RCP-IV2GI 18" R C P-I V 2209 2210 2205 2213 2207 2214 2203 2202 LATERAL BASE DITCH DETAIL 22-4 2215 2216 DETAIL 21-1 SEE SHEET 2D-1 TOE PROTECTION DETAIL 22-6 SEE SHEET 2D-1 TOE PROTECTION DETAIL 16-5 SEE SHEET 2D-1 SPECIAL CUT DITCH SEE SHEET 2D-1 DETAIL 22-8 SEE SHEET 2D-1 FS DETAIL 22-8 SEE SHEET 2D-1 FS DETAIL 22-8 SEE SHEET 2D-1 FS DETAIL 22-8 SEE SHEET 2D-1 FS DETAIL 22-5 SEE SHEET 2D-1 SPECIAL CUT BASE BERM DITCH EST 6 SY GF EST 2 TONS EST 3 SY CLASS I RIP RAP 53 68 69 EX. R/W 137.00' LT -L2SB- +03.00 EX. R/W 137.00' LT -L2SB- +40.00 02503040506070805040302506070802504002504003905305805204403302402002002502502502502516' 1 0' 4'16'4'4' (TYP)(TYP )8:1300' TAPER 10'14'16'4'4'16'12'14'15'12'12'10'4'4'4'16'+60+054'32'16'4'16'12'14'14'10'16'16'4'14'12'14'12' 32 '22'+75.60+21.02+76.32+51.723°00'00"+50.0050' INC.+46.95+19.72+19.72 -LRPD- +23.21 -CD2- CAT-1 +70.23-CD1- +79.00 GREU TL-3,+10.72+20.65+20.65+63.61+09.79+87.65 -L2NB- +89.70 -L2SB- GREU TL-3 + 0 9.7 1 +56.00152025202530253035253035-L2SB- PT Sta. 33+56.74 -L2SB- PC Sta. 23+11.61 -CD1- PT Sta. 18+06.77 30251515-LRPC- CS Sta. 16+09.73-LRPC- ST Sta. 10+00.00 = -LRPC- SC Sta. 12+56.00 -CD2- PT Sta. 24+45.03 -LR[D- SC Sta. 15+02.23-LRPD- POT Sta. 10+00.00 = -LRPD- TS Sta. 12+46.23 15= 3°00'00.0" -CD2- Sta. 25+04.89, 12' RT D -CD1- Sta. 19+26.58, 12' LT DETAIL 22-7 SEE SHEET 2D-1 SPECIAL CUT BASE DITCH DETAIL 22-2 SEE SHEET 2D-1 LATERAL V DITCH DETAIL 22-7 SEE SHEET 2D-1 SPECIAL CUT BASE DITCH DETAIL 22-3 SEE SHEET 2D-1 LATERAL BASE DITCH PIs Sta 14+17.15 F Ls = 256.00' ST = 85.56' PI Sta 14+03.58 D L = 806.77' T = 403.58' R = 10,700.00' -CD1--LRPC- -LRPD- PI Sta 21+04.77 D L = 680.68' T = 340.42' R = 13,000.00' -CD2- PI Sta 28+34.27 D L = 1,045.13' T = 522.66' R = 22,918.31' -L2SB- DS = 60 MPH SE = RC SE = 8% DS = 55 MPH SE = NC DS = 60 MPH DS = 75 MPH SE = EXIST. -CD2- -L2NB- -L2SB- -CD1- -LRPC- -LRPD- PIs Sta 11+70.81 F Ls = 256.00' LT = 170.81' ST = 85.47' PI Sta 14+34.73 D L = 353.73' T = 178.73' R = 1,000.00' LT = 170.92' F F F F F F F F F F F F F F C C C C CCC C C F C C F C F WT WB WL SE WT WT NAD 83/ 2011 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh22.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:51:14 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 RAP RIP BRK BUS LOADING DOCK S24" C&G 72" CHL 3-SBW 72" CHL 3-SBW BST BST CONC HOUSE PUMP FLAG POLE CONC WOODS WOODS 48" WW 1-SBW R/W MON R/W MON0.06' EIP TO R/WEXISTING R/W EXISTING R/W VARIES; 14 5 14 6 14 7 160 DI 15" RCPFES 36" RCPFES FES DI24" RCPFES 2 4 " RCP18" R CP BL-108 LT LT CABLE BST 24" C&G CONC CONC 72" CHL 3-SBW BST BST BST 84" CHL 3-SBW 48" WW 1-SBW BST CONC 48" WW 1-SBW BILLBOARD LT LT WOODS WOODS CONC 48" WW 1-SBW R/W MON EXISTING R/W EXISTING R/W S 01°08'30" E EIP EIPEIPN 72°50'45" W747.30'N 72°51'22" W701.90'; ; ; DI 15" RCPOUTLET COVER CONC. PIPE DI 24" RCP 30" RCP FES DI 24" RCPFES FES24" RCPBL-109 BL-110TCONCCONC 23 SEE SHEET 41 FOR -CD2- PROFILE SEE SHEET 39 FOR -CD1- PROFILESEE SHEET 16MATCHLINE -CD2- STA. 44+00.00,SEE SHEET 16MATCHLINE -CD1- STA. 39+00.00,SEE SHEET 24MATCHLINE -CD2- STA. 58+00.00, SEE SHEET 24MATCHLINE -CD1- STA. 53+00.00DB 1559 PG 119 BKT ENTERPRISES, L.P. DB 2651 PG 696 3MR LIMITED PARTNERSHIP DB 1810 PG 651 STAUFFER GLOVE SAFETY CO. DB 1556 PG 572 LOG CABIN HOMES, LTD 2GI 2GI 18" RCP-IV 48" RCP-IVTRENCHLESS INSTALLATION 48" WELDED STEEL 18" RCP-IV EST 50 SY GF EST 26 TONS EST 49 SY CLASS I RIP RAP EST 5 SY GF EST 1 TONS CLASS B RIP RAP FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT HW RETAIN RETAIN FILL WITH FLOWABLE FILL 2307 2308 2309 2310 2303 2302 2305 2306 2GI-A 2GI-A RETAIN DETAIL 23-3 SEE SHEET 2D-1 FS DETAIL 23-3 SEE SHEET 2D-1 FS DETAIL 23-3 SEE SHEET 2D-1 FS DETAIL 23-3 SEE SHEET 2D-1 FS RCP-IV48" DETAIL 23-1 SEE SHEET 2D-1 EST 50 SY GEOTEXTILE EST 35 TONS CLASS I RIP RAP RIP RAP AT EMBANKMENT DETAIL 23-4 SEE SHEET 2D-2 FS TOP EL=176.5 EST 10 SY GF EST 4 TONS EST 9 SY CLASS I RIP RAP 149 150 151 148 02502502502512'16'4'12'16'4'4'12'12'16'4'4'12'12'12'12'16'4'4'12'12'16'4'4'16'4'4'4'4'16'12'16'4'300' TAPER EX.12'TAPER 300'+35.84+14.61+64.61+14.00+14.00404550455055505560505560-CD2- PC Sta. 53+03.08 -L2NB- PC Sta. 58+99.03 -L2SB- PC Sta. 58+99.38 -CD1- PC Sta. 48+58.41 -CD2- PT Sta. 57+76.47 DETAIL 23-2 SEE SHEET 2D-1 LATERAL BASE DITCH PI Sta 55+39.80 D L = 473.38' T = 236.72' R = 13,000.00' -CD2- PI Sta 56+16.71 D L = 1,516.03' T = 758.29' R = 22,849.31' -CD1- PI Sta 66+63.92 D L = 1,529.21' T = 764.89' R = 22,960.31' PI Sta 66+59.96 D L = 1,520.61' T = 760.58' R = 22,918.31' -L2SB--L2NB- SE = NC DS = 60 MPH DS = 60 MPH SE = NC DS = 75 MPH DS = 75 MPH SE = EXIST.SE = EXIST. -CD1- -L2SB- -L2NB- -CD2- PI Sta 20+89.50 D L = 458.48' T = 233.34' R = 1,000.00' -3MR- SE = NC DS = 25 MPH F C F F F F F C C C C C C C C C FFF F F F CC C WQ SC SC SC NAD 83/ 2011 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh23.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:51:30 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 BST CONC BST BST 6" CURB FLAG POLE LT LT BK BUS MTL BUS 84" CHL 3-SBW GR GR GR WOODS WOODS GATE S 4-S ELECTRIC 48" 4-S ELECTRIC 48" 4-S ELECTRIC 48" 4-S ELECTRIC 48" 4-S ELECTRIC 48" 4-S ELECTRIC 48" GATE 4-S ELECTRIC 48" S S S 1SFD HOUSE PUMP 15" R CP 15" R C P 15" R C P 15" R C P 15" R CP 1SBLKD 1SFD S S S CANOPY MTL GR 10' GR 10' GR 10' CONC 10' CONC 10' VIL L A G E R D 18' P A V E D R O A D WA Y 1SFD 1SBKD DECK DECK CONC CONC CONC PASTURE PASTURE PASTURE PASTURE BST BST S CONC MTL BILLBOARD LT LT LT LT LT LT WOODS WOODS WOODS GR GR GR CONC 10' GR 48" WW 1-SBW 48" WW 1-SBW 48" WW 1-SBW 84" CHL 3-SBW 48" WW 1-SBW R/W MON R/W MON R/W MON EXISTING R/W EXISTING R/W EIP EIP VARIESS 01°08'30" E 211.49' S 01°11'58" E 15.72' S 01°25'45" E 738.51'S 85°06'52" E282.24'N 88°40' 5 4 " E1 4 7.30' S 01°39'05" E 842.61' E XIS TI N G R/WE XIS TI N G R/WEIP EIP N 01°20'15" E 316.20' EIP NAIL 5' DRAINAGE AND UTILITY EASEMENT 60.00' S 01°23'05" E 237.96' S 7 2°42'5 5" W4 0.2 9'S 01°23'05" E N 72°5 9'14" E 13 2.08' N 72°59'14" E 27.96' EXISTING R/W EXISTING R/W E XISTIN G R/WE XISTIN G R/W60.00' N 01°43'11" W 198.76' N 10°33'11" W 572.00' CIT Y OF R O C K Y MO U NT LI MITS CITY OF ROCKY MOUNT LIMITS ; ;; ;152154156157155W/LTFES 36" RCPFES 3 0" R C P BL-111 U-5026-3 LTCCTC6" DI 6" DI 6" DI G MTL CABLE MTL LT LT R O A D WA Y 2 2' P A V E D D O ZIE R R D S R 1611 W 4' PAVED SHOULDER 16' CONC ROADWAY 10' PAVED ROADWAY 24 SEE SHEET 23MATCHLINE -CD1- STA. 53+00.00,SEE SHEET 23MATCHLINE -CD2- STA. 58+00.00SEE SHEET 41 FOR -CD2- PROFILE SEE SHEET 39 FOR -CD1- PROFILE SEE SHEET 25MATCHLINE -CD1- STA. 67+00.00,SEE SHEET 25MATCHLINE -CD2- STA. 72+00.00,DB 1556 PG 572 LOG CABIN HOMES, LTD JOSEPH E. DOZIER, III, ET AL DB 1885 PG 1036 JULIUS E. ROSE, ET UX DB 1920 PG 23 LEROY DAVIS DB 2005 PG 191 LEROY DAVIS DB 1335 PG 641 ELAINE W. SESSOMS DB 1381 PG 14 CURTIS LEE BANDY, ET UX DB 859 PG 650 JAMES E. SESSOMS, ET UX MB 28 PG 95 DB 2651 PG 696 3MR LIMITED PARTNERSHIP FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS. RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT RETAIN RETAIN 150 151 02502502516'4'4'12'12'12'12'16'4'EX.EX.EX.EX.EX.EX.EX.-CD1- STA. 63+74.44 END CONSTRUCTION -CD2- STA. 65+63.66 END CONSTRUCTION4'16'4'4'EX.12'4'EX.10'8:1 -CD2- STA. 69+60.50 BEGIN SHLD. CONSTRUCTION -L2NB- STA. 67+04.97 END ROADWAY CONSTRUCTION -L2SB- STA. 65+67.51 END ROADWAY CONSTRUCTION +19.73 GREU TL-3 +69.82-CD2- +19.87 IA-MASH, TL-3 +96.37+87.59+54.97+02.22556065606570657075657075-CD2- PC Sta. 66+76.68 -CD2- PT Sta. 70+20.93 -L2NB- PT Sta. 74+28.24 -L2SB- PT Sta. 74+19.99 -CD1- PT Sta. 63+74.44 PI Sta 56+16.71 D L = 1,516.03' T = 758.29' R = 22,849.31' PI Sta 68+48.82 D L = 344.25' T = 172.14' R = 11,500.00' PI Sta 66+63.92 D L = 1,529.21' T = 764.89' R = 22,960.31' PI Sta 66+59.96 D L = 1,520.61' T = 760.58' R = 22,918.31' -CD1--L2SB--L2NB--CD2- SE = EXIST. DS = 75 MPH DS = 75 MPH SE = EXIST. DS = 60 MPH DS = 60 MPH SE = NC SE = NC -CD1- -L2SB- -L2NB- -CD2- F C C C C C C F F F F F F C FC F F F F F C C C F C F F NAD 83/ 2011 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh24.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:51:47 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 BST BST 3 0" C & G 30" C&GCONC 30" C&G 30" C&G 16' CONCCONC BST BST CONC EXISTING 3-CABLE S CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC LT LT LT LT LT LT LT LT G R WOODS WOODS WOODS CONCCONC4' BSTWOODSC O N C CO N C CONCCULTIVATED BST 48" WW 1-SBW R /W MON R/W MON EXISTING R/W VARIESR/W MONR/W MON R/W MON R/W MON N 7 2 °5 9'14" E N 72°5 9'14" E 13 2.0 8' N 72°59'14" E 27.96'EXI STI NG R/ W EXISTING R/W ; ;;; ; ;150151LT DI15" RCPDI 18" RCP15" RCPDI DI 24" RCP 15" RCP15" RCPDI 36" RCPDI DI DI36" RCP42" RCP DI 36" RCP CB DI18" RCPDI30" RCP 3 6 " RCPCB DI 15" RCP36" RCPDI DI 3 6 " R C P 30" RCP 30" RCP CB 24 " RCPDI DI DI 18" RCP8" CMP 8 " CMP CURB INLET CURB INLET 8" CMP 8" CMP 42" RCP8" H DPE 18 " RCP CURB INLET CURB INLET U-5026-4 BL-112 HH4" P L AS TI CS MTL WOODS WOODS 48" RCP UNKNOWN JB MTL I-95 NBL 4' PAVED SHOULDER 12' PAVED SHOULDER 24' CONC ROADWAY 4' PAVED SHOULDER 12' PAVED SHOULDER 24' CONC ROADWAYI-95 SBL CB 8" H DPE4' PAVED SHOULDER16' CONC ROADWAY4' PAVED SHOULDER4' PAVED SHOULDER 16' CONC ROADWAY 10' PAVED SHOULDER 4' PAVED SHOULDER 15' CONC ROADWAY 4' PAVED SHOULDER 16' CONC ROADWAY 10' PAVED SHOULDER 16' CONC ROADWAY 4' PAVED SHOULDER 4' PAVED SHOULDER 15' CONC ROADWAY 4' PAVED SHOULDER CONC MTL4' PAVED SHOULDER20' CONC ROADWAYCBSEE SHEET 24MATCHLINE -CD1- STA. 67+00.00,SEE SHEET 24MATCHLINE -CD2- STA. 72+00.00,SEE SHEET 26MATCHLINE -L2SB- STA. 90+50.00,SEE SHEET 26MATCHLINE -LSNB- STA. 90+50.00, 25 DB 1549 PG 499 DONALD I. EVANS 8:1 10'-CD2- STA. 73+48.60 END SHLD. CONSTRUCTION CAT-1 +74.53-CD2- +70.97 CAT-1 -CD2- +70.97 CAT-1 75808580859090-L2NB- -L2SB- -CD1- -CD1- POT Sta. 69+98.19 -CD2- -CD2- POT Sta. 77+39.10 F F NAD 83/ 2011 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh25.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:52:03 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 258CONC CONC CONC CONC CONC CONC 30" C&G 30" C&G 30" C&G30" C&GCONCCONCCONCCONCCONC CONCBSTCONCBST CONCCONC CONC CONC BRIDGECONC BRI DGECONC BRIDGECONC BRI DGE30" C&G30" C&G 30" C&G 30" C&G 30" C&GLT LT LT LT CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC CONC WOODS G R EXI STI NG MTLLTLTSS5' BST4' BST3' BST3' BST4' BST3' BST29' BST24' BST28' BST24' BST16' C O N C 4' BST 16' CONCBSTCONCCONC GREXI STI NG MTL48" WW 1-SBW 48" W W 1-SBW R/W MON R/W MONR/W MONR/W MO N EXI STI NG R/WEXISTING R/W CIT Y OF R OC KY MOUNT LI MITS; ; ; ; LT FALLOW DI 18" RCP DI15" RCP6" HDPE CB 18" RCPCB DI 24 " RCP 18" RCP DI DI 3 0" R CP 54" RCP 54" RCP 30" RCPDI DI30" RCPDI DI 54" RCP24" RCPDI 30" RCPCB 24" RCP DI CB 15" R C P8" C MP 8" C MP 24" R CP DI DI DI 15" RCP18" RCPINV.=103.27'60" RCPCURB INLET 8" CMP8" CMP CURB INLET 48" RCP CURB INLET CURB INLET BL-113BY7-504BY7-505HHHHHHCONC CON C BL-114 4' PAVED SHOULDER 16' CONC ROADWAY 10' PAVED ROADWAY CONC CABLE 10' PAVED SHOULDER 16' CONC ROADWAY 4' PAVED SHOULDER 12' PAVED SHOULDER 24' CONC ROADWAY 24' CONC ROADWAY 12' PAVED SHOULDER 4' PAVED SHOULDER 15' CONC ROADWAY 4' PAVED SHOULDER MTL MTL MTL MTL MTL MTL 4' PAVED SHOULDER 4' PAVED SHOULDER 4' PAVED SHOULDER16' CONC ROADWAYUNKNOWN JB CONC BST BST MTLMTLWOODS WOODS MTL MTL 48" RCP I-95 SBL I-95 NBL MTL MTL MTL4' PAVED SHOULDER6" HDPE CONC TRAFFIC CAMSEE SHEET 25MATCHLINE -L2SB- STA. 90+50.00,SEE SHEET 25MATCHLINE -LSNB- STA. 90+50.00,SEE SHEET 27MATCHLINE -L2SB- STA. 104+00.00,SEE SHEET 27MATCHLINE -LSNB- STA. 104+00.00,26 DB 2741 PG 762 MB 10 PG 137 GSM PROPERTIES, LLC -L2SB- +62.64 CAT-1 9510095100-L2SB- -L2NB- NAD 83/ 2011 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh26.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:52:17 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 LT LT LT LT LT LT LT S CONC CONC CONC CONC WOODS WOODS WOODS WOODS WOODS WOODS 48" WW 1-SBW 48" WW 1-SBW R/W MON EIP R/W MON R/W MONEXISTING R/WEXISTING R/W EXI STI NG R/ W EXISTING R/W EXISTING R/W N 06°10'39" E 124.64'S 89°15'39" W1075.37' N 06°10'39" E 2884.62' EXISTING R/W EXISTING R/W VARIESN 58°07'30" E237.84' N 56°06'30" E 216.81'N 38°53'54" W84.65'CITY OF ROCKY MOUNT LIMITSCI TY OF ROCKY M OUNT LI M I TS;; ;; LT WOODS FALLOW 20' S EWER EAS EMENT48" WW 1-SBW 48" WW 1-SBW INV.OUT=97.08' (N) INV.IN=97.14' (W) INV.IN=97.12' (S) INV.OUT=97.21' (N) INV.IN=97.25' (W) INV.IN=UNKNOWN (SW) INV.OUT=UNKNOWN (NE) DI DI DI 18" RCP24" CMP15" RCPDI FES DESTROYEDUNKNOWNUNKNOWN UNKNOWNBL-115 BL-116 CONC CONC CABLE MTL CONC 10' PAVED SHOULDER 15' CONC ROADWAY 4' PAVED SHOULDER 4' PAVED SHOULDER 16' CONC ROADWAY 7' PAVED SHOULDER I-95 NBL 12' PAVED SHOULDER 24' CONC ROADWAY 4' PAVED SHOULDER 4' PAVED SHOULDER 24' CONC ROADWAY 12' PAVED SHOULDER I-95 SBL CONC CO N CMTL MTL BST CONC CONCBST STONY CREEK S TONY CR EE K SEE SHEET 28MATCHLINE -L2SB- STA. 116+50.00,SEE SHEET 28MATCHLINE -LSNB- STA. 116+50.00,27 SEE SHEET 26MATCHLINE -L2SB- STA. 104+00.00,SEE SHEET 26MATCHLINE -LSNB- STA. 104+00.00,DB 1832 PG 764 TAR RIVER LAND CONSERVANCY, INC. DB 1868 PG 612 GARRY KENT WARD, ET UX G. KENNETH DOZIER, ET AL DB 2633 PG 844 MB 14 PG 348 +85.39 IA-MASH, TL-3 +86.54 GREU TL-3 +33.17 CAT-1 +33.17 CAT-1 +56.57 GREU TL-3105110 115105110115-L2SB- -L2NB-WYNAD 83/ 2011 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh27.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:52:37 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720 CONC CONC CONC CONC LT LT EXISTING MTL 1-SBW 48" WW 1-SBW 48" WW 1-SBW 48" WW 1-SBW 48" WW CONC CONC WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS SHRUBS SHRUBS CONC 48" WW 1-SBW 48" WW 1-SBW 48" WW 1-S BW R/W MON EIP R/W MON R/W MON R/W MON N 03°05'39" E 1014.13' EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXI STI NG R/WEXISTING R/W ; ; ;; ; ;; ;;; WOODS 20' SEWER EASEMENT20' SEWER EASEMENT20 ' SEWER EASEMENT 48" W W 1-SB W INV.OUT=96.93' (N) INV.IN=96.97' (S) INV.OUT=96.63' (E) INV.IN=96.67' (S) INV.OUT=97.15' (N) INV.IN=97.19' (S) INV.IN=UNKNOWN (W) INV.OUT=UNKNOWN (E) DI 24" CMP18" RCPDI 24" CMP18" CMPFES DESTROYED UNKNOWN UNKNOWN UNKNOWN UNKNOWNUNKNOWNBL-117 BL-118 BL-119 CABLE CONC CABLE MTL CONC CONC MTL CABLE MTL CONC DI I-95 SBL CONC BST BSTCONC CONC BST CONC S T O N Y C R E E K S T O N Y C R E E K STONY CREEK SEE SHEET 27MATCHLINE -L2SB- STA. 116+50.00,SEE SHEET 27MATCHLINE -LSNB- STA. 116+50.00,28 BRIDGE DECK REHABILITATION DB 2633 PG 848 MB 18 PG 250 G. KENNETH DOZIER, ET AL DB 2633 PG 848 MB 18 PG 250 G. KENNETH DOZIER, ET AL DB 2633 PG 848 G. KENNETH DOZIER, ET AL -L2NB- STA. 127+69.43 END CONSTRUCTION -L2SB- STA. 128+25.99 END CONSTRUCTION +26.10 GREU TL-3 +55.47 GREU TL-3 +18.52 TYPE III +49.77 TYPE III +68.42 CAT-1 +19.59 TYPE III +81.55 TYPE III +62.79 GREU TL-3 +11.74 TYPE III +49.04 TYPE III +67.79 GREU TL-3 +13.03 CAT-1 +81.22 TYPE III +23.90 TYPE III +74.98 GREU TL-3 120125130120125130-L2SB- -L2NB- -L2SB- -L2SB- PT Sta. 128+01.20 -L2SB- PC Sta. 121+04.01 PI Sta 124+52.69 D L = 697.19' T = 348.68' R = 13,000.00' -L2SB- SE = EXIST. DS = 75 MPH WXNAD 83/ 2011 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh28.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:52:53 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 BARNHILL CONTRACTING COMPANY U-5026 / R-5720