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Home My WebLink About20140489 Ver 1_Permit Drawings_20140519C ee C, 0 0 L n- IQ '2a ilea See St6ef VA For Index of Shets See StEal I-A For Ccnre"loi,,ol Symbols OFFSITE DETOUR EKE CLEARING ON THIS PROJECT SHALL BE TO THE LIMITS ESTABLISHED BY METHOD 11. THIS PROJECT' IS NOT WITHIN: ANY MUNCIPAL BOUNDARIES. THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. STATE OF NORTH CAROLINA DIVISION OF 141GHWAYS 111 iql 31 &1 11' LOCATION. BRIDGE NO. 261 ON SR 1.597 (LITTLE BEARWALLOW ROAD) OVER BEARWALLOW GREEK .02 MILES SOUTH OF JUNCTION OF SR 1594 TYPE OF WORK GRADING, PAVING, DRAINAGE, AND STRUCTURE BEGIN PROJECT FVBS 17BP.14.R,18 —L— STA 12+45.00 1597 (LI LC -rTLe SEARK END PROJECT FVBS 17BP.14.18 —L— STA 14+25.00 m BEGIN CMERT L- STA 13:+49+/- ROAD) C END WRT _L_ STS. lLi+ 72+/— 5FL 1594 10 tl qlv INS[ ONTPLETE PLANS N".T LIM FOR RJIW ACOlaSL'r101 PRELIMINARY 13LANS w NOT M FOR MNTml=0.1 GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared In tt,: Office cl DRMP, INC. HYDRAULICS ENGINEER DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 50 25 0 50 100 ADT 2008 = 50 LENGTH ROADWAY PROJECT IEBS 17BA14�KIS = 0.030,111LES 5950 FAIR�IEEN ROAD, SUITE 320 CHARLOTTE, NO CAROLINA 28210 ADT 2025 = 100 DHV = WA '% LENGTH STRUCTURE PROJECT WETS 17BR14.RJ8 = 0.001 MILES TOTAL LENGIH PROJECT IFTS 17BP.14�R.18 = 0,034 AULES (7N)332-2289 NC LICENSE NO, G -2213 P-E 2012.SMVD.4RD SPECIFICAITTONS PLANS D = NIA % NIG—MAM". 50 25 0 50 100 T = WA'% RIGHT OF WAY DATE., JAMES E. BECKT.E.— PROJECT EVMNEER ROADIVAY DESIGN ENGINEER V = 35 MPH (TTST 0% + DUAL 0%) PROFILE (HORIZONTAL) NCDOT Contact: 10 5 0 10 20 FUNC CLASS = RURAL JOSHUA B, DEYTON, P.E. LETTING DATE. PHILLIP HUTCHERSON, P.E. I I I I I LOCAL SUB-REGIONAL TIER PROJECT D--SiG F-%rGI.VFFR P. F I 1 00— 1 -,MOM PROFILE (VERTICAL) TYPICAL CULVERT INTERNAL CHANNEL (NTS) A CL 11 RIP RAP w/GEOTEXTILE ON BANKS AND FLOODPLAIN 12' BENCHES ONLY 92'— TYPICAL, INLET CHANNEL (NTS) NG- CL 11 RIP RAP CL 11 RIP RAP GEOTEXTILE GEOTEXTILE . ..... ...... TYPICAL OUTLET CHANNEL (NTS) Aq- NG CL 11 RIP RAP CL CL 11 RIP RAP GEOTEXTILE GEOTEXTILE Izz -L- SR 1597 3' CR.Ov;N POINT PADS I FORT @) 024 Em11ING 0,04 GROUND GFADE TO THOS UP YARIAKE T El 11111E 65, C"I GROUND PAVI To THE FACE W GUARDIC6,11 TYPICAL SECTION NO. I -L- STA 12+45.00 TO -L- STA 12+75.00 -L- STA 14 +02.00 TO -L- STA 14 +25.00 _L_ SR 1591 3" 10, CROWN PIT t Cl ADA G.l4_ GROUP "" VAWG sto El 6,5' FE 0,35TING GROUND PAVE 10 THE FACE OF GUAFJ)?AR -III TO T-11 -111 TYPICAL SECTION NO. 2 -L- STA 12+75,00 TO -L- STA 14+02.00 DETAIL 1 TOE PROTECTION (Not to Scale) 0 FILL NATURAL SLOPE L L GROUND>7'_____'�' d= G —T—T. . EOTEXTILE d= 2.0 Ft. Type of Liiner— Class 'B' Rip-Rap FROM STA. 13+64 TO STA, 13+95 -L- LT FROM STA. 12 +45 TO STA. 13 +12 -L- LT PROJECT REFERENCE "Or I7B1 °,(4.R,18 RAN SHEET 1`40. ROADWAY DESIGN ENGINEER.. I EftGIEtEER —IN C-0-11 i-pi"E W N� '� 'R DETAIL 2 PR1?11,I'MINA DO NOT vn FOX SPECIAL CUT DITCH AT All AVERAGE RATE OF 137,5 LRS. PER SO. YD. IN EACH OF PRO (Not to Scale) Front Natural tq 01 -7— Ditch Slope Ground ID Ell cl- AT Ali AVERAGE RATE OF 456 LBS. PER SO. YO. PRDP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE U25.011, Min, ID = 11 Fl, Type of Liner= PSIRM Max d= 1 Ft. FROM STA. 12 +45 TO STA. 13 +12 -L- LT PROJECT REFERENCE "Or I7B1 °,(4.R,18 RAN SHEET 1`40. ROADWAY DESIGN ENGINEER.. I EftGIEtEER —IN C-0-11 i-pi"E W N� '� 'R E7 PR1?11,I'MINA DO NOT vn FOX RY PLANS MYYSIRUL' N EXISTING Gkoul4b VA E44, StOfE EXJSJING GROUND q E2 C 2 CC 2 Cl, 2 77= 4" MIN. DETAIL SHOWING METHOD OF WEDGING Nil GROUND 7 VARIULE STOIC TE-"F " fi NO GROUND PAVEMENT SCHEDULE PROP. APPROX. 2.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5A, G1 AT All AVERAGE RATE OF 137,5 LRS. PER SO. YD. IN EACH OF PRO LAYERS. IPR 0 P. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, C2 AT AN AVERAGE RATE OF 110 LES. PER SO. YD. PER I" DEPTH. TO BE PLACED IM LAYERS NOT TO EXCEED 112" IN DEPTH. Ell PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE 1325.0B. AT Ali AVERAGE RATE OF 456 LBS. PER SO. YO. PRDP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE U25.011, E2 AT All AVERAGE RATE LOS. PER PER TO D�'�OT'"LESS .H1".111I% E PLAIE. EH LAYERS THAN 4SO DEPTH GREATER jNY1jP 8 1 , 1� THAN 5 It DEPTH. T EARTH MATERIAL. U EXISTING PAVEMENT w VARIABLE OEPTIL ASPHALT PAVEMENT (SEE STANDARD VIEDGING DETAIL SHEET NO" 2). NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOAN OYHEROISE. 0 = .30' 30' 40.1° D = 114 20 01.8" D = 62' 43'30.0' PPC 51x.10 +16.79 L mm 6224" L 67.46' L = 5278' KARL G. HRAOLEY c� T = 315' T - 39.96' T = 27,15° KAR N K07HRAOLEY R = 15693' R - 50J1' R = 91.34" 63 1342 PG 042 PCC sta. 1071, s Gi... z eK e - 1% pFy T Do E - cn z r 0� " "�. D +? 7 V 1hRGN'A F. AILILYAUIS Gfl I2 4 PC, 765 END PROJECT WBS 17,BP.14.R.18 —L— FOT S A.144- '5.OQ KARL G.H�RA.PLEY on KAREN K. BRADLEY D3 1312 PG 0*2 To 1YT+ SCIE t'r,as L1..� -TS (G %I4 F. 91I 6"I F° 1;Yd EY;ll 55'd- � $AI lo. ETA r' GRAD E TO POT Stu 1446704 DONALD LEE FRFEMAN cnd SYBI LEMS FREEMAN 4 BEGUN PROJECT WBS 1713PA.F08 -I- DOT cT A )9.r.frFnn Ebb,N A. CAI`R&'ELL.. M. E •,ry b PC t4.12.,121.43` L3 490 F`G 365 f PCC Stu. 12 +83.65 J SPEC CUT. 'V" UPTCH W PS9. -A STA 12 nos TO STA 13 +12 -b- LT SEE RETAIL 2 f 30' C BL 349b s "G 2 PCC Stu._13151JI a IAI °-N,•,.�7 /RUCTU FAl PLATE A9CF#. 4RG ".A F,ALLIAnaS t L� � 1111,,✓✓✓ t79 Irt64 PCB Y15 1 ✓ i"" E JC E A 1 PT Slu. 14 +03.88 E5T 57 TONSI EST 46 SY aao If �. (1brFR.0TECnC?i TA 13�i6- TO -51f 13 +'R5 -L. -. IT TED,,,S —'S'EE p,mc ftr er!r�.— ✓ EXIST R - -,5 a :s RETAW - -L- CURVE DATA Y,9C%A F A, LL PI Stu 10 +2823 P1 Stu 10' +73.82 PI Stu 11 +29J9 A = 46 4Q'04.5 'ILT) A = 36 "44'IOJ'(L7-) 6 = 12"55'11.7•ILTJ 0 = 226'24'59B' D = 53' 32 28.0' 0 = 29'06'02.6' L = 21.49' L 68.61' L = 44.40' T 104' T 35.53' T = 22°29" R= 25.31 ' R= 107.01" R= 196.89' PI Stu 12 +5296 P1 Stu 13 +23.00 P1 Stu 13 +78.26 A = 22° 42' 30.7° (RT) L', = 77' 07' 52J' (RT) A = 33'O6' 12.5• IRTI 0 = .30' 30' 40.1° D = 114 20 01.8" D = 62' 43'30.0' PPC 51x.10 +16.79 L mm 6224" L 67.46' L = 5278' KARL G. HRAOLEY c� T = 315' T - 39.96' T = 27,15° KAR N K07HRAOLEY R = 15693' R - 50J1' R = 91.34" 63 1342 PG 042 PCC sta. 1071, s Gi... z eK e - 1% pFy T Do E - cn z r 0� " "�. D +? 7 V 1hRGN'A F. AILILYAUIS Gfl I2 4 PC, 765 END PROJECT WBS 17,BP.14.R.18 —L— FOT S A.144- '5.OQ KARL G.H�RA.PLEY on KAREN K. BRADLEY D3 1312 PG 0*2 To 1YT+ SCIE t'r,as L1..� -TS (G %I4 F. 91I 6"I F° 1;Yd EY;ll 55'd- � $AI lo. ETA r' GRAD E TO POT Stu 1446704 DONALD LEE FRFEMAN cnd SYBI LEMS FREEMAN 4 BEGUN PROJECT WBS 1713PA.F08 -I- DOT cT A )9.r.frFnn Ebb,N A. CAI`R&'ELL.. M. E •,ry b PC t4.12.,121.43` L3 490 F`G 365 f PCC Stu. 12 +83.65 J SPEC CUT. 'V" UPTCH W PS9. -A STA 12 nos TO STA 13 +12 -b- LT SEE RETAIL 2 f 30' C BL 349b s "G 2 PCC Stu._13151JI a IAI °-N,•,.�7 /RUCTU FAl PLATE A9CF#. 4RG ".A F,ALLIAnaS t L� � 1111,,✓✓✓ t79 Irt64 PCB Y15 1 ✓ i"" E JC E A 1 PT Slu. 14 +03.88 E5T 57 TONSI EST 46 SY aao If �. (1brFR.0TECnC?i TA 13�i6- TO -51f 13 +'R5 -L. -. IT TED,,,S —'S'EE p,mc ftr er!r�.— ✓ EXIST R - -,5 a :s RETAW - + +N Y,9C%A F A, LL RY FLANS CONSTRUCTION D3 1070 FIG !4 YRS W7G ". "A. F. V LLIA "J5 _ 30 t4 \ t J u1J 211 IIII PG T6 BASE L)ISCHA ?GE ", PI = 13 +35.00 EL = 2.7601" VC 17U K = 17 6 7 8 9 10 11 12 13 14 15 PROJECT REFERENIC per. SHEET 140 . li'8P.4.R.18 4 R,W S1#EFT NO. ::A ROADWAY DESIGN HYE]RAUUCS ENGINEER ENC.INEEE IIVCOMPI,I; T.O T C5E POA P PLANS 1/W ACOt"MMO\' PRE LIMN DO SOT VIE FO RY FLANS CONSTRUCTION UTILITY GA :, P n C7, 551 N,r, rnE JF,NS^ BRILGF WDRAO IC DATA DESIGN 01SCHARGE SI' ATIVS01G�O PA P �, __� ,5�,� OLSIGN FRLOUEIICY C YRS i 5 P K; F 1E 0 = 2757.8 Si<>3]2 Z 3 MC Lo. P+.�.. F,✓.E rd3 BASE L)ISCHA ?GE UTILITY GA :, P n C7, 551 N,r, rnE JF,NS^ BRILGF WDRAO IC DATA DESIGN 01SCHARGE - 450 CFS OLSIGN FRLOUEIICY = 25 YRS DESIGN MY ELEVATION = 2757.8 FT BASE L)ISCHA ?GE - 8O0 CF;S BASE FRE'QUE'NCY = /cO YRS BASE Hill ELEVAT1011 = 2760:58 FT OVERTOPPING ,DISCHARGE = 1200 CTS (AIERTOPPING FREQUENCY= 500,1 YRS GVLRTOPPING EIE'VATION - 2762-9 FT DATE OF SURVEY - 11442 WN S. LLLVATION AT ,DATE OF SURVEY = 2750.6 FT ADDITIONAL NFORUATV AND COMPUTATIONS A AC192(l.tir A. 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