T T T T T T T 24 ' 24 ' 35 . 5 ' 35 . 5 ' 4 ' 4 ' 4 ' 24 ' 24 ' 4 ' 3 5 . 5 ' 54 ' ( T Y P . ) 35 . 5 ' 11 . 5 ' 11 . 5 ' 11 . 5 ' 11 . 5 ' 3 . 66 ' 3 . 66 ' 5 ' 5 ' 5 ' 6 ' 6 ' 5 ' MONO. ISLAND PROP. CONC. 24 ' 2 ' 38 ' 2 . 5 ' 4 . 56 ' 100 ' 7 /16/2015 1 : 05 : 16 PM ... \Pr oj\R2915B_ Rdy_ps h_04. dgn USER:CLODGODJ HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. 5/14/99 SHEET NO. PROJECT REFERENCE NO. 4 M A T C H T O S HEET 5 - - L - P O C S t a . 1 6 4 + 00 . 00 SEE SHEETS C-1 THRU C-13 FOR CULVERT PLANS SEE SHEETS 2D-1 THRU 2D-3 FOR DRAINAGE DETAILS SEE SHEET 20 FOR -DR1- PROFILE SEE SHEET 13 FOR -L- PROFILE DRIVEWAY RADII ARE 15' UNLESS OTHERWISE NOTED S L E A N O R T H C A R O L I N A P R O F E S S I O N A L E N G I N E E R 14160 S R E D N U A S . B S A L G U O D R. J R A I N S L L H T O R L R O C A R O F E S S I O N 9334 G E N R E I N E W Y N E H W. SEAL P N A L E G R MTL WD & G R W / LT S S S G R R U I N S 1 SF D G R 12 "CMP S O I L 8 ' G R G R HTR S W D R A I L W D R A I L G R S S G R G R G R W D R A I L 1 SMTLBUS 1 SF B U S S G R S SR 10 0 3 I DL EWI L D RD 23 ' BST C ON C C AN 7 ' W W 19 ' H W 10 ' WW 19 ' H W 7 ' WW 10 ' WW 2 6 ' H W 15 ' WW 6 ' WW 26 ' H W 15 ' WW 6 ' WW RI PRAP 18 " C M P 20 ' G R RI P RAP 4 S B W 10 ' S O I L B 9 ' SO I L 1 S ELEC 1 S ELE C 1 1 ' S O I L S S S G R GUY 4 S B W 4 SBW S 48 " C H L 48 " C H L G R S 1 • SF D 1 S ELE C WD RAI L U S 221 2 2 ' B S T 18 "RCP 18 "RCP C UL 1 C UL 2 C UL 3 C UL 5 C UL 6 C UL 7 C UL 8 HW1 CE1 HW2 CE2 CUL1 CUL2 CUL3 CUL4 C E 1 H W 1 CUL5 CUL6 CUL7 CUL8 C E 2 H W 2 C UL 4 UN D E R BR I DG E TELE . C ONDU I T S T A T I ON TELE . R E M O TE 2 - 8 ' x8 'BARRELS 2 - 8 ' x8 ' B A RR E L S MTL WD & 61 . 27 ' 40. 97 ' 58 . 26' 69 . 30' 85 . 19 ' E I P 244 . 12 ' 42 . 25 ' 53 . 98 ' 4 11 . 8 1 ' 40. 25 ' EI P 5 7 . 23 ' E I P 174 . 00' 5 9 . 58 ' D B 275 P G 170 19 5 . 4 6 ' E I P 8 1 . 12 ' E X I S T I N G R / W E X I S T I N G R / W E I P 135 . 00' 99 . 01 ' 35 . 26' 16 ' E X I S T I NG R / W 112 . 61 ' 63 . 04 ' 73 . 64 ' DB 126, PG 1493 DB 271, PG 743 D B 130 , P G 148 E I P E I P E I P 3 1 4 . 7 3 ' 3 02 . 9 6' 159 . 98 ' 118 . 12 ' 65 . 58 ' 24 . 1 7 ' 1 44 . 82 ' 29 . 16 ' 296. 03 ' 4 0 . 35 ' 18 . 76 ' 30 . 15 ' 2 6 . 1 3 ' 26. 2 5 ' 5 3 . 4 6' 57 . 35 ' 55 . 03 ' 22 . 65 ' 27 . 61 ' 3 1 . 8 5 ' 33 . 2 0' 75 . 00' 5 7 . 66' 200'SI GHT DI STANCE EXI STI NG RW 100 . 00 ' 31 . 48 ' 368 . 65 ' 36. 70' 1 00. 00' E X I S T I NG R W E X I S T I NG R W 9 . 03 ' E X I S T I NG R W E X I S T I NG R W 1 6. 00' 50. 00' 50. 00' P E R D B 183 , P G 1131 LE A S E AG R EE M E N T A PP R OX I M A TE L O C A T I ON O F 77 . 89 ' EXI STI NG RW E X I S T I NG R W 32. 00' E X I S T I NG R W 4 . 88 ' 2 7 . 82 ' 1 1 7 . 1 0' 18 "HDPE 194 . 1 4 ' 36"WW & 2 SBW C O N S T R U C T I ON UN D E R A R E A CATHERINE R. CLARK RAY T. SMITH, ET.AL TRUSTEES OF MORNING STAR BAPTIST CHURCH WENDELL WILCOX KENNETH DAY LONNIE MILLER KEITH BLACKBURN DONNA FAYKO AND WIFE RICHARD FAYKO, JR. VIOLA A. DEAL CHARLES G. DEAL PATRICIA D. GRIGGS THOMAS R. GRIGGS BAXTER NORRIS CONSTRUCTION FS HOLDING, LTD. & DB Q-4 PG 518 DB 242 PG 2234 PB 7 PG 53 PB 6 PG 64 AMY F. ROSE KAREN FLOWE PRESLAR PB 5 PG 242 DB 206 PG 1446 PORTION OF PB 5, PG 242 DB 226, PG 626 (DOUBLE OAK TO EIP) 3.05' EIP OAK DOUBLE RAMP LOADING WD DB 282, PG 1081 HERBERT D. WATSON, L/E DB O-4 PG 255 EIP DB 282 PG 1776 HUBERT E. HAMILTON DB 390 PG 769 SHANE VANNOY, LLC EIP EIP EIP EIP EIP EIP BST GR DK CHURCH 1SF EIP 101 . 6 6 ' EIP PER DB 1 63, PG 1381 ( WI DTH UNSPECI FI ED) EXI STI NG ROADWAY ACCESS EASEMENT OVER APPROXI MATE LOCATI ON OF 2.29' EIP TO R/W EIP 260 . 45 ' BM#7 24" CMP DB O-4, PG 111 BAXTER DERRICK HARDIN D B 253 , P G 1 6 93 D E AN P O TTE R P O R T I ON O F P B 5 , P G 590 D B 25 1 , P G 156 3 T HO M A S R . G R I GG S P O R T I ON O F P B 5 , P G 590 D B 25 1 , P G 2159 141 . 97 ' + 80 . 83 14.54' +54.80 36.29' +82.48 GA P CR EE K JOHN YATES DB 402 PG 1707 N 47 ° 31 ' 21 "E 117 . 34 ' S 47 ° 40' 45 "W 130. 73 ' S 14 ° 57 ' 34 " E 135 . 9 7 ' PATRICIA D. GRIGGS THOMAS R. GRIGGS D B 197 , P G 1097 D B 251 , P G 2157 24 . 76' 3 . 85 ' ANGELA TURRISI JOSEPH TURRISI D B 350 , P G 2170 D B 212 , P G 471 D B 255 , P G 131 MARTHA D. WATSON R ET A H . G R EE N E A N D W I F E BR I C E R . G R EE N E D B 254 , P G 380 D B 254 , P G 378 ETAL. PATRICIA D. GRIGGS THOMAS R. GRIGGS CHARLES L. DEAL 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 SUNGATE DESIGN GROUP, P.A. NC COA No. C-0890 R-2915B R E V I S I ONS NC COA No. F-0412 Raleigh, NC 27612-3228 Suite 300 5400 Glenwood Avenue Camp Dresser & McKee REMOVE 0404 0405 0406 S EEP R O F I LE S T A . 16 4 +50 T O 166 +0 0 - L -R T SP E C I A L D I T C H G R A D E SEE DETAIL #1 LAT 2' GRASSED SWALE STA 162+63 -L- LT FROM STA 160+25 TO SHOULDER BERM GUTTER G R AD ET O D R A I N 0403 2GI 2GI 15 " RC P -I V 1 5 " RCP -I V EST. 7 SY GF EST. 2 TONS CL 'B' RIP RAP SEE DETAIL#2 CL 'B' RIP RAP TOE PROTECTION 15 " R CP -I V 0407 2GI 15 " DI DI 15 " RC P -I V TB 2GI SEE DETAIL #36 EST 45 TONS AND FLOOPLAIN BENCH STREAM BANK STABILIZATION CL 'I' RIP RAP SEE DETAIL #36 EST. 15 TONS AND FLOODPLAIN BENCH STREAM BANK STABILIZATION CL 'I' RIP RAP 0401 0402 1 5 " RC P -I V SEE DETAIL #30 EST. 1000 SY GF EST. 340 TONS W/ CL 'B' RIP RAP LINE ROADWAY DITCH S EED ET A I L #2 W / C O I RF I B E RM A TT I N 2 ' B A S ED I T C SP E C C U S EED ET A I L #26 E S T . 50 S Y W / C O I RF I B E RM A TT I NG B E R M 2 ' B A S ED I T C H 1 6 0 -L- ST Sta. 161+55.70 -L- TS Sta. 162+63.70 CURVE DATA FOR LINE -L- S E = 0 . 0 6 PIs Sta 159+39.85 F Ls = 324.00' LT = 216.17' ST = 108.15' PIs Sta 164+67.93 F Ls = 306.00' LT = 204.22' ST = 102.20' PI Sta 166+14.75 D L = 90.04' T = 45.05' R = 1,060.00' . 06 . 0 6 . 05 . 0 5 . 04 . 04 . 03 . 03 . 02 . 02 . 02 . 02 . 01 . 01 . 01 . 0 1 . 00 . 00 . 0 2 . 02 C A T - 1 G R A U 350 G R AU 350 G R AU 350 C A T - 1 P . S . P . S . P . S . P . S . - L - BEGIN CULVERT -L- POS Sta. 161+32.67 END CULVERT -L- POT Sta. 161+65.04 END TIP PROJECT R-2915A BEGIN TIP PROJECT R-2915B -L- CS Sta. 160+01.83 LB. -L- CS Sta. 158+31.70 LA.= R UNO FF = 306 . 00 ' -DR1- POT Sta. 10+00.00 -L- POS Sta. 163+50.44= -DR1- PC Sta. 10+53.29 -DR1- PRC Sta. 10+88.19 -DR1- PT Sta. 11+61.45 -DR1- PC Sta. 12+79.58 -DR1- PT Sta. 13+49.50 -DR1- PC Sta. 14+35.40 -DR1- PT Sta. 14+98.10 CURVE DATA FOR LINE -DR1- S E = N C PI Sta 10+71.67 D L = 34.90' T = 18.38' R = 45.00' PI Sta 11+25.16 D L = 73.26' T = 36.97' R = 220.00' P I S t a 13 + 17 . 28 D L= 69 . 92 ' T = 37 . 70 ' R = 75 . 40 ' PI Sta 14+66.81 D L = 62.70' T = 31.41' R = 400.00' S E = N C S E = N C S E = N C NAD 83 / C O R S - B L - G PS - 2915 - 5 . 01 . 02 . 00 . 01 . 02 + 48 . 50 + 31 . 70 + 55 . 28 BY OTHERS TO BE DONE BY OTHERS TO BE DONE WITH FILL, SEE X-SECTS TIE IN EXIST. SLOPES CONSTRUCTED BY OTHERS 24' DRIVE TO BE 24 ' +25.00 +63.70 BEGIN SBG END SBG 48 " WW F E N C E 10 ' ( T Y P . ) C&G PROP. 2'-9" END CONSTRUCTION -DR1- POT Sta. 15+43.00 BEGIN TEMP. GUARDRAIL STA. 159+00+/- -L- END TEMP. GUARDRAIL STA. 164+00+/- -L- TEMP. GRAU-350 TEMP. GRAU-350 QUANTITY = 850 SQ. FT. TO -L- STA. 162+10+/-, 0.5' LT -L- STA. 161+10+/-, 0.5' LT TEMPORARY SHORING PARCEL 5 EXISTING WELL ABANDON SEAL AND ( C HO R D ) ( C HO R D ) 100.00' RT +31.70 -L- 100.00' RT +55.70 -L- 100.00' RT +63.70 -L- 215.00' RT +00.00 -L- 47.00' RT +10.00 -DR1- 35.00' RT +85.00 -DR1- 15.00' RT +53.00 -DR1- 15.00' LT +53.00 -DR1- 27.00' LT +03.00 -DR1- 62.00' LT +80.00 -DR1- 262.00' RT +63.00 -L- 1 2 3 4 5 6 7 P O I N T A CC E SS P O I N T A CC E SS 8 9 10 54.00' RT +55.00 -DR1- 120.00' RT +90.00 -L- 85.00' LT +31.70 -L- 86.41' LT +50.63 -L- 89.05' LT +34.00 -L- 87.45' LT +74.00 -L- BEG. PARTIAL C/A 110.00' RT +55.00 -L- 104.85' LT +84.00 -L- 138.52' LT +93.15 -L- 154.51' LT +92.41 -L- 153.81' LT +77.04 -L- 137.82' LT +77.82 -L- 109.02' LT +86.87 -L- 87.80' LT +87.59 -L- 86.41' LT +60.91 -L- 90.59' LT +44.02 -L- 107.14' RT +22.00 -L- 122.00' RT +22.00 -L- 11B 11A (DO NOT SET) EX R/W +09.68 -Y9A- BEG. PARTIAL C/A 50.00' LT +50.00 -Y9A- 100.00' RT +50.00 -L- 11A 50.00' LT +50.00 -Y9A- FENCE BEG. 48" WW FENCE END 48" WW 101.27' RT +91.00 -L- FENCE BEG. 48" WW 103.71' RT +51.00 -L- FENCE BEG. 48" WW 90.08' LT +11.54 -L- F F F F F F F F F F F F F F F F C C C C C C C C C C C F F F 155 1 60 - L - - Y 9 - 15 15 D -L- SC Sta. 157+96.88 PI Sta 11+60.32 L = 309.68' T = 160.32' R = 485.00' SE = 06 RO = 124.08 END CONSTRUCTION -Y9A- POT Sta. 13+10.00 -Y9A- PT Sta. 13+09.68 -L- Sta. 158+52.64 = -Y9A- PC Sta 10+00.00 -L- SRS Sta. 154+72.88 CURVE DATA FOR -Y9A- 7/17/2015 7/17/2015